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0025 SMOKE VALLEY ROAD
o 0 f a <� i e r!. CA� S V�,kc V—"-& L wu oj ,4jK. -- - It Q- _ -- bt8WA i r H T.A. NELSON CONSTRUCTION CO., INC. Quality Building And Remodeling•Custom Designs Thomas A. Nelson,President 1112 Main Street Telephone(508)428-7801 P.O. Box 749 Facsimile (508)428-4971 Osterville,MA 02655 ;' -tanelson@tanelson.com --,---www.tanelson.com r I i ads CPvi ('A C&� k b8 -7-7 3z� � - r:n pi�ir.x....Y. � `. .'1, .1. p.... •- _ _. .. <i. ♦W...• v . �'..r.e. -..:..� -r- .. _. ... ti I tHE,°w Town of Barnstable T BA-'STABLE Regulatory Services MASS. e. Building Division pfED MAC 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 f • Inspection Correction Notice � f Type of'Inspection Location 69W<6 KD Permit Number Owner �` uilder One notice to remain on job site, one notice on file in Building Department. , j T e ollowing items need correcting: i ( ,,�" 4 R /9Locst/IQ ���c��c16 70 (,YJG�GL l.19 r N` ems' C4 /2 d r , Please call: 508-862-4638-for re- inspection. Inspected by _� "4 Date �� • � s PROJEC NAME: ADDRESS:o?J' PERMIT#Q?0- �Cf Ll� PERMIT DATE: M/P: LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAPS program on: 9� B Y: � q/wpfiles/archive �4d D A W . PE B!I I I I I �{ 000 ! I •ji. I sir' �'�'i IIi III . � r �`��`�• a ! ;li :1I11iil I:j i I' phi :iii i �i I Ij1jljli I C ii�Fj ', 8 I i gill a R i P a - .. h ELEVATIONS .. — UNOMMEDESIGN e..�. .� Al ' Et1ART RESIDENCE s ASSOCIATES �e ena¢raun cao �-�` �a aYoo►am .. c4 4 Y- ty I >: - � ,. . q�or fn Lu ir - a •'� '�j'•' ''•.' ram. r .. g .• Y4 - _ 2111 ' y d �•� a� jai :. Y �.6:'`f Y u•{• aa �d A t? ' r - o ai •Yy do •`r WWAM en eM.eo e C a S R DM! FLOOR PLANS ? -? ® NORTHSIDE omm cor.wo•r af; ftMaoe =� s DESIGN SMART RESIDENCE •�� ASSOCIATES . tl HIOIZ vMiL1'now `�• ��g' osncwf loimnr.toma o®i Om® .. . I----------- I ,t II 1 II 4 Q❑ b it 1 re fl ^ 11 I Fd fS °ll 1, loll molot 1 F-y - �1- 1' 1;• 1 i pl I R. II 1 II 1 I II II 1 I 1 1 ' I 1 . I Mi .r•.r• O�YIUOIt lua MOOR..MANS NORTHSIDE ,�• ..,, ® DESIGN sar w a ART RESIDENCE � �:� �_ ,�••o�� aar'•.: n �. a�.sr �M171L'IK�fN.fWlOdl 11L901 m�io�orm• -' . IYdWI 46 sna¢v1,uir eaw w 1,' rp lilt • I I I Isy :. „ d • �. I I'. I I o t I I i �jJ � I •r�� El — �.. .. 1 dw - •• all 1 tbw OC iI I rh oft U& Y 1 I I I LIJ I I T t _ /$y I •Is-. C9 l---- 9i 3mCs i!i LW �}J _ �'77 } &I*•wa L 4 LiJ `i I l F.T. .Ica r n 1 ml h1D . fS L J ut t 1 V5 4 I I ruo.r ac �d I I LI�I �- ijte,- ':riJ. o;�?�A4,�.%?'y+'�-.a„y.' r,(4%i'!.ft:�fi.•:. r 1 I. L J' L J' .. .. .^.,r..:r .'+-c::.. LIJ R e Ti I 46 a a 1 rr.:m u• d I I am•w L I I� � � I I r I L------J I !$ v I I I yf q I I y . + Y 39 v ----Coe.rew------_ --I{` Q . 1 I DAM a,yM FOUNDATION PLAN =ter- NORTNSIDE vmm.awm. ax awaa o� . .a v1aTo v CHART RESIDENCE ' ASSOCIATES �_®'-�.Q�. omm. ; ' .. .9 amm vwxy too =�5• OG11..M�"en.aoraoa avo. �-m.v�v OlTans="k r - TES ' --- DATE:""41, S/B \ I SOIL EVAL WITNESS: Au PERC RATE: l lj N Y3 *01 100, q 5 J DAILY FLOW: (, SEPTIC TANK:� [C W USE:/So c�GA LEACHING FAC \ USE:_C3� S Xe CAPACITY: SIDEWA j N � soTrop / TOTAL: Zip.. /z 8 1,22 4 l uTf� Gov�7Y NOTES: 2D 1. ALL PIPE TO BE 4"DIA.SCH 40 PVC. 2. PIPE TO BE LAID LEVEL FOR 2'OUT OF DISTRIBUTION BOX. 3. RAISE ALL APPLICABLE MANHOLE COVERS TO WITHIN ���0 SURV 6"OF FINISH GRADE. I;I�IIiInIII II!I .. i' I � I .. ... •I„IIII:I 11��i iI`lly •I�•11i .G .. . - I I III � it •i'I,ill �I II I I i*�,I1�1 I I r, •lil l li Illl�ll Intl It Illl�lli � . .... •: � I i t 1i� 1. I � � ii I } � .-. �"I� Il � I' III I► li , • � F III I � ® I I � � � i -Illi lli I; li II I II! - l�:.Illlil 'i IIII I • II �I,III; ���I�II! t:t:=;F=J r p•{�1 wR O31Oie ELEVATIONS "C7' UNORTHSIDE DESIGNEHART RESIDENCE �= -1ASSOCIATES "'®rw'� cum �(S AD WWW VNKY ROAD 'r'�^�� „ •enema om "ir'r wal ou~r.r m�-enml a�s OO® 00TCNl1L 11► 1;. a•. ..•,ten-., .4:,�••, - . .. , : Syr'• >• -:a:. ..�'_: . --ate•_. Y p. %u 8• .. a .a C p i - 5 "gs • ��..�.���'i' �`. r.'?..' ...i � :$''g� • •!f•�, is ` '�`-� `e b --- i- .:J{y!:. 'j.!.,::-•:�,-� "y.: 1/.1'.1.t. ,1 1 1 1 1 1- .'w��� g., � •'�'�• ,/ i?s d 7.',=i�3; 111 t•/. ;1111 I 1 - .. Qt .4 - �� t r t:11.1'1 ;t 1 I I 1 I •�4� 8 �t x�.'v n. Ti ' '� -fi°'.�:� ky I `��� -fib. .. t ?«� � .a.�• b .4X. x = •� A - . .n:.:.•e:ter":..:. -. ::ate... .••i.f.�•.S^., .�.� ..�.. _. .� `.,f- S .1,77 SRI lull.4 t� 8 •eF: 7 _ Z :; fy �d- yr!•� p • it•. y�. C ``�'j;• C6 : Y a:�r .i ..w • Y>b s ='� . � NORTHSIDE `M.v.: : SEGTtONS' DESIGN �w 1! Y ��e�a ems` starlln Q� •�•' ate"■ �cMr, K� a.s.moo■w' '!` wi�'•�=:-+'' . .}. ._ ... ASSOC(ATES�� rau a it e w"m v"utY tow �Illcn[■snt mr al om �1'^ .; 06TI`iMiL.IM' �IN— - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel / 00 ?_ Application # Health'Division��� _ 26� Date Issued 3 Conservation Division Application Application Fee 0 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address as SM o k_e, vr. ��F_4 K0Q cl Village 1r Owner E-� -( 2 j .r A nrT.L-ic Address aS, Sty v kZ 04 Telephone SDg 2 19— 6.31 Permit Request -9�/�Q�'� 1 7'70/) Square feet: 1 st floor: existing��/ roposed226 2nd floor: existing O O-propos/d( Total new Zoning District Flood Plain Groundwater Overlay Project Valuation/ U aOO Construction Type 4Wd-D Lot Size 7S,a q > < Grandfathered: ❑Yes Mn If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Fa:��oOn ) Age of Existing Structur Historic House: ❑Yes Old King'V, ghway: Yes No -n Basement Type: �Full rawl ❑Walkout ❑ Other a w Basement Finished Area (sq.ft.) ® Basement Unfinished Area(sq.ft) ® ? Number of Baths: Full: existing 13 new b Half: existing new N Number of Bedrooms: rn existing Onew °' Total Room Count (no/Ga ing baths): existing new��First Floor Room Count Heat Type and F Ell Oil ❑ Electric ❑ Other Central Air: Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:Zeing ' ting ❑ new size—Pool: existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: [ 'new size _Shed: ❑ existing ❑ new size _ Other: I:Z)(2,2� Zoning Board of Appeals Au rization ❑ Appeal # Recorded ❑ Commercial ❑Yes o If yes, site plan review # Current Use ��6�J l�l�in Chi Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name I /k 1) (3 Telephone Number y rL�O Address l 2.. W� t�) S 1 License # GS q 99 -f 6 �a-C r7 q J Home Improvement Contractor# OsAr r v' l -f, Worker's Compensation # I X_oo q 13 ! a J- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO Casse�\q anJik)�c ll �/ oY SIGNATUR DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED ' ? ,R i MAP/PARCEL NO. ADDRESS VILLAGE ^OWNER + i 1 DATE OF INSPECTION: FOUNDATION 1 C 2 L 10 FRAME S,(,(A3 INSULATION "5R OK l,UYDO? )e`Ltcjk-- ' FIREPLACE 1 ELECTRICAL: ROUGH FINAL p PLUMBING: ROUGH FINAL '~ ' GAS: ROUGH FINAL FINAL BUILDING C:T m 1 n 1c DATE CLOSED OUT t ASSOCIATION PLAN NO..--. H V 09/10/2009 12:18 5087781789 NORTHWOODINSURANCE rr*3c "` Ir DATE(011011DO" o) C OP ID Im AC RD. CERTIFICATE OF LIABILITY INSIS URANCE y-EDASAUTAn HE R�;T IONo 09 ONLY AND CONFERS NO RIGHTS&OOR PR R -THIS CERTIFICATE DOES NOT AMEND.EXTEND MOLDER Nostb�d Ins• Agency, Inc' ALTER THE COVERAGE AFFORDED BY THE PODS BELOW 540 Main street, Suite 9 NAICl1 INSURERS AFFORDING COVERAGE mynnnis Ml► 02601 Pbone:508-771-1632 >rAX:508-393-2955 INSURER pational Union Wg vNsURER B: INSURER C: T A pelgon Const�uetion Co Inc �URERD: 1112 man 8t suite 12 Osterville MA 02655 tNsuRERE. COVERAGES NAMED ABOVE FOR THE POLICY pERI00 INDICATED.NOTWT ' LISTED 8fa0W µAVE�N ISSUED TO THE INSURED Y SE*GM0 OR THE POLICIES OF MISURANCE Y OPt OTHER DOCUMENT WITH RESPECT TO WHICH TMS(ERT1 IONS TT AND CONDITIONS OF SVGM ANY pgQ1IIREMEM.TERM OR CONplTION OF aW'f CA T ALL 111E TERMS.EXCLLIS MAY&WIR d.THE.TER ANGE AFFORDED BY 11E POLICIES DESCRIBED HEREIN IS SU9JECf 0 REDUCED L pERYA pOLICIES.AG SP AGGREGATE LIMITS "PAY WAVE E� TTi PAID CLAIMS• TE( POLICY NUM9ER DA MMNOlYY IVYI = TYPE OF NgURAP10E EACH OCC.U+�� LTR PREMISES Ee00mFeM%e $ geNWAL wsu^' f COMMERCIAL GENERAL LIABILITY9 MED EW tA• Ong POW) i PERSY)PUAL 6 ADV INJURY f CLAIMS MADE �� f GENeM AGGREGATE PROUXTS.COWIOP AGO f GENL AiGGREGATE LIMIT APPLIES PER: POLICYF Sri ROT LOC CON9INED SINGLE LIMIT f lEe aouee") AVTOMODLE LUASLTTY ANY AUTO (Por gODR �JURYp9m f ALL OWNED AAROS SCAEDULEOAU'TOS BODILY INJURY f (Par ecO4em) FIRED AffOS m� PROPERTY DAMAGE NCtJ-CWN f (Per eCCI061I1) AUTO ONLY•FA ACCIOIM S FJA AOC f oARACE LIeSILm MR CKY: AGG i ANY AUTO f EACH occURaENc'E AGGREGATE f ExcEasA�I+eaaLA U�IIm f OCCUR CLAIMS MADE f s DEDUCTIBLE RETENTICW f 'rORYLIMIT9 ER =500OQO RK WOEMCOWWNSATIONAM 09/06/09 09/08/10 E.I.�ACHACGOENf EIpLOYEWLAIPLm NCO07137562 EL DLSWE-EAEWLOYEE f 500000 A ANY PROPRIQTORIPARINSgVECUTIVE OFF(CEPIMEPEIEtEx1CLUDED9 E.L.OISEASE-POLICYLIMB f SO0000 ISYECV�L PROYISI�eelOw OTHER OCRYTTON TIONB r LD TION41 vE SlEXCL ADDED BY OFISEME7YT/8PE OVI CANCELLATION CERTIFICATE HOLDER y„OmD ANY OF THE ABOVE OESCK"D POLICIEe BE CANCELLiO REFOR6TIE D(P/iATION DATE TVgWMOP.TIE 189U IO WMJRER Wet ENDEAVOR TO MAL 10 DAYS WRTMN NOTICE TO TIE cOMFMATE HOLOER NAMED TO THE LECT.BUT FAILURE TO 00 60 9/ALL Mr.E. & Mrs. Jeffrey $hart IWOeS No OBLIGAIMN OR 1.0aLRY OFNY A KIND UPON THE INBAAPER rM AGWV OR 25 Smoke Valley Road REu MA PRESENTATIVES. Marstoas Hills 02648 AUTH ,yy�/ '`�'� 4t ACORD CORPORATION 1888 ACORD 25(20MMS) i J � Boar o uil mg g e ulat�on s�anftn ar s _ One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement Contractor Registration Registration: 110216 Type: Private Corporation Expiration: 10/9/2010 Tr# 274927 T A NELSON CONSTRUCTION CO=INC THOMAS NELSON P. O. BOX 749 OSTERVILLE, MA 02655 Update Address and return card. Mark reason for change. Address j.J Renewal ( Employment i Lost Card -S-CAI is 5OM-07/07-PC8490 ,��� BWOk ui .ng�oifs an an aids License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 110216 Board of Building Regulations and Standards _ — One Ashburton Place Rm 1301 Expiration':' 10/9/2010 Tr# 274927 Boston,Ma.02108 Type: Private Corporation T A NELSON CONSTRUCTIONCO INC THOMAS NELSON 1112 MAIN ST#12Q.� OSTERVILLE,MA 02655:-._1 Administrator Not valid without signature Town. of Barnstable Regulatory Services 1ARNBTADLE, Thomas T+. Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street;Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790- Property Owner Ow Must Complete and Sign This Section If Using A Builder. X,b,Jef f rey & Ann,�_Ehart , as Owner of the subject property herebyauthorize T.A. Nelson Construction Co. , Tnr to act onrnybehalf, in all matters relative to work authorized bythis building permit application for. 25 Smoke Valley Road Marstons Mills, MA 02648 (Address of Job) 21 �'� C Si tore of er Date Print Name If Property Owner is applying for permit please complete the . Homeowners License Exemption Form on the reverse side. The Commonwealth of Afassachiisetts .Department of Industrial Accidents office.of Investigations' 600 Washington Street Boston, MA 02111 �, 'y• WW1V.mass.gov/dia Workers' Compensation insurance Affidavit: Builders/Contractors/Ele6tricians/Plumberg Please Print LetriblY Applicant Information Name (Business/Organ ization/Individual): S n cantructi 'in Co - Inc, Address: 1112 Main St. St MA 0265 City/State/Zip: Phone.#: 508 428 7801 - -Are you an employer? Check the appropriate box: Type of project(required): I.® I am a employer with .5 4. ❑ 1 am a general contractor and I 6 ❑New construction have hired the sub-contractors employees (full and/or pant-tim.e).* Reutodelin listed on the 'attached sheet. T.� g 2.❑ I am a soleproprietor or'partrler- These sub-contractors have S. '❑Demolition ship and have no employees employees and have workers' 9 Building addition working for Mein any capacity. comp. insurance. [No workers'•comp.•insurance 10.❑ Electrical repairs or additions required.] 5. ❑ We are a corporation and its 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself.'[No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required] t c. 152, §1(4), and we have no employees. [No workers' 13 ] Other comp.insurance required.] *Any applicant,that checks box#1 must also fin 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 in ew affidavit indicating such. tContractors that check this box must attached an additional shcot showing the name of the sub contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must providb their workers'comp.policy number. X am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site ' information. Natibnal• Union Insurance Company Name: . Policy#or Self-ins. Lie.#: WC007i37562 Expiration Date: 09/08/10 Job Site Address: 25 Smoke Valley Rd City/State/Zip: 1�arsonG Mi i i MA Attach a copy of the workers' compensation policy declaration pave (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 finq tip to 31,500.00 andlor 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 viola advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for ins c overa e verification. X do hereby cert un e ns and penalties of perjury that the information provided above is true and correct. Date:Sept . 15, 2009 Si e: Ph" 08-428— Official use.only. ,Do not write in this area, to be completed by city or town officiaL City or`fawn: Permit/License# Issuing Authority (circle one): 1.Board of Health '2.Building Department 3. City/Town Clerk 4.Electrical Inspector S. 771nspec�or Informad"on and T.Ustr ctions comprmsati General Laws chapter 152 requires all employers to Provide workers or ersanoth r under o any contracnfor their.employees- Massachusetts hire, Pursuant to this statute, an employee is defined as ..:every personservice express or implied, oral or written." An employer is defined as "an individual,partnership, associati 1q al rrepresentativespoo on or hofa legal deceased employer, or themore of the foregoing engaged in a joint enterprise, and including thegemployees. However the receiver or tiastee of an individual, partnership, association or other legal entity,employing owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that"every state or local Iicensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with toes insurance uof�e oliti algsubdivisions'shall . Additionally,MGL chapter 152, §25C(7) states'Neither the commonwealth n y P rmance of public worst until acceptable evidence of compliance�ritbL the insurance enter into any contract for,the perfo requirements of this chapter have been presented to the contracting authority. Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your-situation and, if necessary, supply sub-contiactor(s)name(s),-address(es)and.phone nuinber(s) along with their certificates)of insurance. Limited Liability Companies (LLC) or Limited Liability Partnerships(LLP)with no'employees other than the members or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the nmrtber listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town officials Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit(licensa number which will be used as a reference number. In addition, an applicant that must submit multiple perrni0icease applications in-any given year, need only submit one affidavit indicating ccuire or policy information(if necessary)and under"Job Site Address" the applicant should write"all loco be rovided to the town);".A copy of the affidavit.that has been officially stamped or marked by the city or town may p applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a horpe owner or pitizen is obtaining a license or permit not related Eo any business or commercial venture (i.e. a dog license or permit to brim leaves etc.)said person is NOT required to complete this affidavit The 0fEce of Investigations would like to.thank you in advance for your cooperation and should you have any quesfions, please do not hesitate to give us a call. The Department's address, telephone-and fax number: The, Commonwealth of Massachusetts. Deepai went of Industrial Accidents Office of IuYestigado-ns. 600 Washington Street Boston, MA 02111 Tel, # 617-727-49-0.0 ext 406 or 1-877-MAS.SAFB Fax# 617-727-7749 iAP,ricr� t 1_7�_(l�i .,.,,rt,. T+,oco rTnv�rlta r Sn i REScheck Software Version 4.2.2 Compliance Certificate Project Title: EHART RESIDENCE ADDITION Energy Code: 2006 IECC Location: Bamstable,Massachusetts Construction Type: Single Family Conditioned Floor Area: 1151 ft2 Glazing Area Percentage: 9% Heating Degree Days: 1 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 25 SMOKE VALLEY ROAD EHART TA.NELSON CONSTRUCTION OSTERVILLE,MA i ! Compliance: Compliance:0.0%Better Than Code Maximum UA:259 Your UA:259 Gross Assemblyor or D•• Perimeter U-Factor FAMILY ROOM:Flat Ceiling or Scissor Truss 359 38.0 0.0 11 i GARAGE:Flat Ceiling or Scissor Truss 792 30.0 0.0 28 I TOTAL WALL:Wood Frame,16"o.c. 1690 19.0 0.0 94 REAR WINDOWS:Wood Frame:Double Pane with Low-E 116 0.310 36 SHGC:0.31 RIGHT WALL:Wood Frame,16"o.c. 180 19.0 0.0 9 RIGHT WINDOWS:Wood Frame:Double Pane with Low-E 30 0.310 9 SHGC:0.31 LEFT WALL:Wood Frame,16"o.c. 318 19.0 0.0 17 Window 3:Wood Frame:Double Pane with Low-E 40 0.310 12 SHGC:0.31 FAMILY ROOM:All-Wood Joist/Truss:Over Unconditioned Space 359 19.0 0.0 17 GARAGE:All-Wood Joist/Truss:Over Unconditioned Space 792 30.0 0.0 26 Furnace 1:Forced Hot Air 78 AFUE Air Conditioner 1:Electric Central Air 13 SEER 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 2006 IECC requirements in REScheck Ver§ion 4.2.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Q Z Na -TiUe Signature Date Project Title: EHART RESIDENCE ADDITION Report date:09/21/09 Data filename: C:\Program Files\Check\REScheck\EHART.rck Page 1 of 4 REScheck Software Version 4.2.2 i Inspection Checklist Ceilings: ❑ FAMILY ROOM:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ GARAGE:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ TOTAL WALL:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ RIGHT WALL:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ LEFT WALL:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ REAR WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ RIGHT WINDOWS:Wood Frame:Double Pane with Low-E,U-factor.0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Floors: ❑ FAMILY ROOM:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. ❑ GARAGE:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:78 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air:13 SEER or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Project Title: EHART RESIDENCE ADDITION Report date:09/21/09 Data filename: C:\Program Files\Check\REScheck\EHART.rck Page 2 of 4 i Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: O Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are dearly marked on the building plans or specifications. Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: O Ducts in unconditioned spaces or outside the building are insulated to at least R-8. ci Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: ci Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. Cj All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. Cj Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Cl Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title: EHART RESIDENCE ADDITION Report date:09/21/09 Data filename: C:\Program Files\Check\REScheck\EHART.rck Page 3 of 4 i Project Title: EHART RESIDENCE ADDITION Report date:09/21/09 Data filename: C:\Program Files\Check\REScheck\EHART.rck Page 4 of 4 2006, IECC Energy Efficiency Certificate Insulation . Ceiling/Roof 30.00 Wall 19.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): iGlass& Door Rating U-Factor SHGC Window 0.31 0.31 Door CoolingHeating & Forced Hot Air Furnace 78 AFUE Electric Central Air Conditioner 13 SEER Water Heater: Name: Date: Comments: • ..//LC Z/IO'I)7/1724'Iil!/ECLGG/L ✓I�LQddQGtllQ13�6 B07-7 oard of Building Regulati sand Standards Construction Supervisor license Lidinse: CS 9889 3 6 =: /28/2010 Tr# 25107 THOMAS A NELSON --: PO BOX 749 OSTERVILLE,MA 02655 Commissioner M Affroltul ng �gulg(oAa an s One Ashburton Place - Room 1301 Boston, Massachusetts 02108 Construction Supervisor License License CS: 9889 - Restriction: 00 Expiration: 5/28/2010 Trii 25107 THOMAS A- NELSON PO BOX 749 OSTERVILLE, MA 02655 Update Address and return card.Mark reason for change PS-CAI v SOM-07/07-PC8490 f J Address L J Renewal Lost Card Uniformly Loaded Floor Beam[AISC 9th Ed ASD]Ver:6.00.5 By: , on:09-21-2009: 12:54:52 AM Project: EHART RESIDENCE-Location: FAMILY ROOM This analysis was generated by an evaluation version of StruCalc 6.0 Summary: A36 W 10x33 x 16.0 FT Section Adequate By: 175.0% Controlling Factor: Moment Deflections: Dead Load: DLD= 0.09 IN j Live Load: LLD= 0.14 IN=U1349 Total Load: TLD= 0.23 IN=U820 Reactions(Each End): Live Load: LL-Rxn= 3829 LB Dead Load: DL-Rxn= 2471 LB Total Load: TL-Rxn= 6300 LB Bearing Length Required(Beam only,support capacity not checked): BL= 0.94 IN Beam Data: Span: L= 16.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect.Criteria: U 240 Floor Loading: Floor Live Load-Side One: LL1= 50.0 PSF Floor Dead Load-Side One: DL1= 20.0 PSF Tributary Width-Side One: TW1= 6.67 FT Floor Live Load-Side Two: LL2= 50.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 4.5 FT Wall Load: WALL= 75 PLF Live Load Reduction: Average Uniform Live Load: LL_Ave= 50.0 PSF Floor Loaded Area: FLA= 178.7 SF Reduction Based On Total Area: R1= 0.14 Max. Red'n Based On DULL Ratio: R2= 0.30 Max. Red'n Based On Total Area: R3= 0.40 Controlling Reduction Factor: R= 0.14 Design Live Load With Reduction: LL= 42.85 PSF Beam Loading: Beam Total Live Load: wL= 479 PLF Beam Self Weight: BSW= 33 PLF Beam Total Dead Load: wD= 309 PLF Total Maximum Load: wT= 788 PLF Properties for:W10x33/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 9.73 IN Web Thickness: tw= 0.29 IN Flange Width: bf= 7.96 IN Flange Thickness: tf= 0.44 IN Distance to Web Toe of Fillet: k= 0.94 IN Moment of Inertia About X-X Axis: Ix= 171.00 IN4 Section Modulus About X-X Axis: Sx= 35.00 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 2.16 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 9.15 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 33.55 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc= 8.4 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 30.55 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controlling Moment: M= 25202 FT-LB Nominal Moment Strength: Mr- 69300 FT-LB Controlling Shear: V= 6300 LB Nominal Shear Strength: Vr- 40632 LB Moment of Inertia(Deflection): Ireq= 50.05 IN4 1= 171.00 IN4 Uniformly Loaded Floor Beam[AISC 9th Ed ASD]Ver:6.00.5 By: , on:09-21-2009: 12:48:47 AM i Project: EHART RESIDENCE-Location:GARAGE BEAM This analysis was generated by an evaluation version of StruCalc 6.0 Summary: A36 W 12x45 x 23.0 FT Section Adequate By:265.1% Controlling Factor: Moment Deflections: Dead Load: DLD= 0.13 IN Live Load: LLD= 0.16 IN=U1681 Total Load: TLD= 0.30 IN=U935 Reactions(Each End): Live Load: LL-Rxn= 3027 LB Dead Load: DL-Rxn= 2415 LB Total Load: TL-Rxn= 5442 LB Bearing Length Required(Beam only,support capacity not checked): BL= 1.08 IN Beam Data: , Span: L- 23.0 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect.Criteria: U 240 . Floor Loading: Floor Live Load-Side One: LL1= 30.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 5.5 FT Floor Live Load-Side Two: LL2= 30.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 5.5 FT Wall Load: WALL= 0 PLF Live Load Reduction: Average Uniform Live Load: LL_Ave= 30.0 PSF Floor Loaded Area: FLA= 253.0 SF Reduction Based On Total Area: R1= 0.20 Max. Red'n Based On DULL Ratio: R2= 0.35 Max. Red'n Based On Total Area: R3= 0.40 Controlling Reduction Factor: R= 0.20 Design Live Load With Reduction: LL= 23.93 PSF Beam Loading: Beam Total Live Load: wL= 263 PLF Beam Self Weight: BSW= 45 PLF Beam Total Dead Load: wD= 210 PLF Total Maximum Load: wT= 473 PLF Properties for:W12x45/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 12.06 IN Web Thickness: tw= 0.34 IN Flange Width: bf= 8.05 IN Flange Thickness: tf= 0.58 IN Distance to Web Toe of Fillet: k= 1.08 IN Moment of Inertia About X-X Axis: Ix= 348.00 IN4 Section Modulus About X-X Axis: Sx= 57.70 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 2.15 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 7.00 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 36.00 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc-- 8.49 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 32.57 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controlling Moment: M= 31291 FT-LB Nominal Moment Strength: Mr- 114246 FT-LB Controlling Shear: V= 5442 LB Nominal Shear Strength: Vr- 58177 LB Moment of Inertia(Deflection): t'lreq= 89.33 3 IN4 •. i AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 25 SMOKE VALLEY ROAD OSTERVILLE, MA Q Check Compliance 1.1 SCOPE WindSpeed(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) ..... 2 stories <_2 stories Q RoofPitch ..........................................................................(Fig 2) .................................................10<_12:12 Q MeanRoof Height .....................................................................(Fig 2).................................................. ft s 33' Q BuildingWidth,W ..............................................................(Fig 3)............................................. 80' Q BuildingLength, L ..............................................................(Fig 3)............................................. 80' Q Building Aspect Ratio(L/W) ....:..........................................(Fig 4)...................................................1 s 3:1 Q /• Z Nominal Height of Tallest Opening2 ..........................................(Fig 4).................................................8'-2"5 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 FOUNDATION'.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ................................. ........(Table 4).................................................(32 inBolt Spacing from endloint of plate ............................(Fig 5)........................................12 in. -12" Q Bolt Embedment—concrete........................................(Fig 5)..................................................7 in.>_7" Q Bolt Embedment—masonry........................................(Fig 5)........................................... in.>_15" N/A PlateWasher...............................................................(Fig 5)..............................................>_3"x 3"x'/4" Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6)........................................—9'-10"_ft s 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 or Shearwall................(Fig 7)................................................... ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)................................................... ft s d N/A FloorBracing at Endwalls...................................................(Fig 9)................................................................... Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)..........................3/4 in. Q Floor Sheathing Fastening..................................................(Table 2)............8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...............................9 ft 5 10, Q Non-Loadbearing walls................................................(Fig 10 and Table 5)....................... 18 ft 5 20' Q Wall Stud Spacing (Fig 10 and Table 5)................ ...24 in. 4"o.c. Q Wall Story Offsets (Figs 7&8)..........................................._ft 5 d N/A r� oil AWC Guide-to Wood Construction in High Wind Areas: I10 mph Wind Zone Massachusetts Checklist for Compliance(780 CMx 5301.2.1.1)1 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-9 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,�_-W/3 N/A Gypsum Ceiling Length(if WSP not used)..................(Fig 11)..............................................26 ft a 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).........................................8 ft Q 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 ........................................................(Table 9)..........................................6 ft 0 in.s 11' Q Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in.s 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)..........................................8 ft 0 in.512' Q Sill Plate Spans...........................................................(Table 9)..................................—ft_in.s 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 Opening2 .........................................................................8'-2"s 6'8" Q SheathingType.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(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)......21%for one floor 43%for two floors Q 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts)21%+5%=26% Q Maximum Building Dimension,L Nominal Height of Tallest Opening2.....................................................................8'-2"s 6'8° Q SheathingType.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less).............................3 in. Q Field Nail Spacing.........................................(fable 11).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11)............................................................4 Q Percent Full-Height Sheathing.......................(Table 11)......21%for one floor 43%for two floors Q 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts)21%+5%=26% Q Wall Cladding Ratedfor Wind Speed?.............................................................................................................................. Q i AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)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................................................(fable 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........................................... ...............................................5/8 in.>_7/16"WSP Q Roof Sheathing Fastening...........................................(Table 2)............................................................8d Q 25 SMOKE VALLEY ROAD OSTERVILLE, MA MEETS THIS CHECKLIST BY ADDING 5%TO WALLS WITH OPENINGS GREATER THAN 6'-8" AND CONFIGURING HEADERS FOR NARROW WALL BRACING IN TWO LOCATIONS. 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 i F • AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 WHEN THIS EDGE, REEFS ON FRAMING USESd NAILS AT 6b.c ' — — 11 11 11 1/ 1 IJ 1-I i tl 11 11 11 11 11 I 11 11 1 1 11 11 I N H 7 11 1{ I 11 Il — 1 O n �•/ m f li I l m 1 J w n Q 11 I r u. 1 1L I 11 1 Z t0 I It Ir g 1 O. 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SHEET NO. of P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY C?T DATE 0 t — 4 Tel./Fax: (508) 790-4686 CHECKED BY DATE Slaw wX MA,S 01 SCALE 'T ...:.... .._s.... r.. <--- .:.... ....:.... ..... ..... -.. _.. t �!— O.T Z rc, T. � 1 99 ............................,..........................................:............._....................................... lot ....,............................... .... .,.........................r............................. ............. _ .. _ G t.....7....................... _ 4 Ott ; ........ ..:...._............................._:..............:.............:.............:.......... ..... ..... ._. ._..._ ..... `s t 5�... _ `...-... ....:.. r�J, ,:L c...a. ... .. �....P........_C'_...._._.... ..... :: ... 1..... 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Fee/�&D Planning.Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation Hyannis Project Street Address Village Owner Address Telephone j �4 Permit Request 4 J V as --Square feet: 1st floor: existing proposed :2nd floor: existing proposed—propo Total new Zoning District, Flood Plain Groundwater Overlay P 'ject Valuation Construction Type Project Lot Size Grandfathered: Ll Yes U No If yes, attach supporting documentation. Dwelling Type: Single Family Ll Two Family Ll Multi-Family (# units) Age of Existing Structure Historic House: Q Yes Ll No On Old King's Highway: 0 Yes Ll No Basement Type: 0 Full L1 Crawl Ll Walkout 0 Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: Q Gas Ll Oil Ll Electric 0 Other Central Air: Ll Yes Ell No Fireplaces: Existing New Existing woodycoal stcg§e: aYes Q No Detached garage: Q existing L11 new size—Pool: U existing Ll new size Barn: jpxisting' new size I <Attached garage: U existing Ll new size —Shed: U existing Q new size Other* rN.) C) CP Zoning Board of Appeals Authorization Q Appeal # Recorded Q 3- a) Commercial Q Yes 0 No If yes, site plan review# rn Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 4m/\p- Telephone Number OX"24 163y Address License# Os k:L /(P-- 1V1 a(le-ja Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ,-SIGN TUR -DATE- a - - FOR OFFICIAL USE ONLY ' APPLICATION# DATE ISSUED MAP/PARCEL NO: `ADDRESS VILLAGE ?y OWNER 1 Z _ DATE OF INSPECTION: i FOUNDATION ;FRAME _ " INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL -GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT 3 ASSOCIATION•PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 kJ www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le 'bl Name(Business/Organization/Individual): fiOAL �r Address: ZS GHQ/f y , City/State/Zip: �-SI`�N�� �/� Phone.#: ,7.V V 4 6 Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. [�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. T. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' 9. Building addition co insurance.; ❑ g [No workers'.comp. insurance comp. '10. Electrical repairs or additions required.] 5. ❑ We are a corporation and its ❑ P 3.❑ I am a homeowner doing all work officers have exercised their 11-El Plumbing repairs or additions myself. [No workers' comp_ right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑Other —lee, comp.insurance required.] *Any applicant.that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.M Expiration Date: Job Site Address: 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 violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido hereby certi under the aims andpenalties ofperjury that the information provided above is true and correct Si afore: Date: IDt/o LIV Phone M Official use only. Do not write in this area,tb be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of health 1.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other ' Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hue, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7) states"Neither the commonwealth nor any of its political subdivisions shall . enter into any contract for.the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have.been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contiactor(s)name(s),address(es)and.phone number(s)along with their certificate(s)of insurance. Limited Liability Companies.(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter then self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permittlicense number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town).".A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related io any business or commercial venture (i.e.a dog license.or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to-thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations, 600 Washington Street Boston, MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22-06 www.mass.gov/dia i �t Town of Barnstable Regulatory Services RMWSTABLB. ; Thomas F.Geder,Director Building Division 1D�Eo►� Tom Perry,Building Commissioner z 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: 5(Z 1 I07 10B�_C_.O_CATIOTI:�'ZS�SI �tiJtC.Q�yC.Q GIQe,, t�� �`'�tiI III nurnber street ^� r village name �Q home phone# work phone# CURRENT MXiUING-ADDRESS: �2 4 j�— city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requ' ts. 'Signa of Homeowner Approval-of Building-Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\homeexempt.DOC Town of Barnstable ' Regulatory Services B&AURMNMSTAssi E Thomas F.Geiler,Director Eo;p�a�0� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must, Complete and Sign This Section If Using ABuilder-'- as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) Signature of Owner Date�1 Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:O WNERPERMIS S ION �ti:! \f Lit l� ,�. l+t�-i. p�`�" 'Si`,•s ye:�" p }Sr{` `.Fr f#a r :9 a'�'^ � r-� : l" L -`�5 �'I n us•� i .. x` !i .l-.r�.,K t,�_ ,...[, .. t'E�r-y.- y_t ,'F,•k's�'S �.�+z rl+ �`i' �r. a .5r` ; t t"1. �` �_ dt 5" •p ta3 k �v <4`.- I ,.� ::i:-d - f+:i>�-._^�'s.:_ k.e.-,,;a,'�"h„ +-i�,��_�t.N, e r a._ ;✓.-fi's �.Y•' s IMF � t s �ffmh 'fug • C t. �L. t�wt� to •s 1 "� t t t •!a a. r - t>. tiX•, t c'-v}sf� } 3 Ly �..x. ;Y i���+th'�3�r �a`ti`; �.r 4 s i.,.i ,.7• }rt..wr s s r 5. •+rf- �`� .�;-TxS.•� ,;�...`�'n. �.=A'i�,�,.•,;_0.44af'� "r�> t{I Ee:,'e'L ��� �7 -0•' ,r.ri 4�N.i3 f't'�•r tt� ���r''4"T -..`-�•rd4'['".�;�`"K �j; ITTMT 1 1' e I C: •I, :.I'.: Id.l 1, 1 :1: '.: i ;d '1: 1,.1 1 : '.1; ,4 1' 1'!1< 1 ,, ... II I r 05/21/2009 05:23 5085646904 PARTY CAPE COD PAGE 01 IMPORTANT DOCUMENT . Certtif icate of T.la.n?e ..�44sistailee 5 ISSUED BY Date of SMpment REGISTRATION 30M NUMBER EVANSVILLE, INDIANA 47725 Tent Identification S F_I I I4 MANUFACTURERS OF THE FMlISHED 045mg TENT PRODUCTS DESCRIBED HEREIN 5 This is to certify that the materials,described have been flame-retardant treated S (or are inherently noninflammable) and were supplied to; PARTY CAPE COD 5 660 MACARTHUR BLVD o p- r- POCASSET MA 25592230 O � N J N Certification is hereby made that: The articles described on this Certificate have been treated with a flame-retardant approved chemical and that the appllcatian cat said chemical was done in conformance with Califomia 5 Fire Marshal Code. All fabric has been tested and passes NFPA 701-99, CPA184, ULC 109. Serial ala�ma 09 Desc iption of item cer0 ied_ . . .. 5 Frame Retardant Process Used Will Not Be Removed By S Washing And Is Effective For The Life Of The Fabric JOHN BOY LE STATE5VJ1.•4,E-•C Signed: _?��_ ' Name WAWicawof Flamer Resistant Finish ANCHOR INDUSTRIES INC. rr�ncn�ncl�n�Prnc.rrJ EMPE M& Please take this certificate of Flame Resistance to your 1(wal building department to attain a permit .for the tent installation. Massachusetts State rode requires a permit for all tent installations. Please be advised that a Dig Safe inspection is also required for all tent installations. In preparation for the inspection Dig Safe requires ail sites to stake the tent area with white markings. Party Cape Cod will call You the week of your function to advise you of your inspection date. 5/21/2009 4 : 10 : 59 PM Rebecca Santorelli FirstCardinal Page 2 CERTIFICATE OF LIABILITY INSURANCE °ATE5`/21/09 Producer THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE First Cardinal Corp. CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT 10 British American Blvd. AMEND, EXTEND OR-ALTER THE COVERAGE AFFORDED BY Latham,NY 12110-0141 THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# Insured INSURER A: MA Retail Merchants WC Group Inc, Party Cape Cod,Inc. INSURER B- 660 Mac Arthur Blvd. Pocasset,MA 02559 INSURER C: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTVVITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBEDHEREIN IS SUBJECTTO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY ACUL ITFECTIVE POLICY EXPIRATION wSR LTR INSRD TYPE OF INSURANCE POUCY NUMBER MMIDD DATE DATE MWDD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY FIRE DAMAGE(Any one fire) $ CLAIMS MADE O OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS—COMP/OP AGG $ PRO. POLICY JECT LOC AUTO MO BILE UABIUTY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIREDAUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY—EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY ACG $ EXCESS LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ $ RETENTION $ WORKERS COMPENSATION AND X WC STATU- OTH- EMPLOYERS LIABILITY TORY LIMITS I ER _ANY PROPRIEfER1PARTNER/EXECLMVE EL.EACH ACCIDENT c $ 1. 100,000 OFFICER/MEMBER EXCLUDED? _- If yes,describe under NO' 014000500406109 1/01/09 1/01/10 EL.DISEASE-EA`EMPLUYEE $ 100,000 SPECIAL PROVISIONS below 3 +. EL.DISEASE�TUCY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS j[ v� J� }j ' W — r— o M rHyannls, CATE HOLDER ADDITIONAL INSURED:INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Barnstable THE EXPIRATION DATE THEREOF,THE ISSUING INSURERWILL ENDEAVOR TO epartment MAIL 35 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED n Street TO THE LEFT,BUT FAILURE TO DO SOSHALL IMPOSE NO OBLIGATION OR MA 02601 LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Map '< Parcel � +—U0� Permit# r s House# Date Issued CW M ,/Board of Health(3rd floor)(8:15 -9:30/1:00-4=30) US 7 &-ma rh gpn2 Fee _ 1%2_ , O - ZA �Conservation Office (4th floor)(8:30-9:30/1:00-2:00) - '�� —�6 Oct S/ �� �'�` ' `L '_v"`S ,91amiagDept.(1st floor/School Admin. Bldg.) +IIE C't' G Approved by Pinning oard 19 RSA `ERG Ws Dppkcs !� /yQ BARM ASS. 039. TOWN OF BARNSTABLE Building Permit Application '� G� Project Street Address Village L Owner e � Address SaYXX, Telephone y �-lZy3 Permit Request ti�,5 ��� - G�� rya s 14 Aia SGAAAa First Floor flyod square feet Second Floor � square feet Construction Type Estimated Project Cost $ d 6 Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family A( Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes I`No On Old King's Highway ❑Yes ff10 Basement Type: 46ull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) US Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing � New Half: Existing wo New No. of Bedrooms: Existing 7 New r- Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: eGas ❑Oil ❑Electric ❑Other Central Air NI"Yes ❑No Fireplaces: Existing / New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Builder Information Name /�j O'Lel Telephone Number ��-T f 67 Address gxk, ,�y f,, B&Z License# 3 r -dam✓y �� ,J Home Improvement Contractor,�#ss /0 56' Worker's Compensation# Ns oZyy 8%J NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE BUILDING PERMIT DENIED FOR THE FOLLOW G REASON(S) .� '- • FOR OFFICIAL USE ONLY 4' PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER ° DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL a GAS: ROUGH FINAL FINAL BUILDING } DATE CLOSED OUT ASSOCIATION PLAN NO. i i i i k A p � S 7 E I i • TM! The Town of Barnstable KM 1e8 Department of Health Safety and Environmental Services 9. BuiIding Division 367 Main Street,Hyannis MA 02601 Ralph Crosser Office: 509-790-6227 BuiIding Commission: Fax: 509-790-6230 For office use only Permit no. Date AFFIDAVIT HOME IMPROVEMENT-CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the "reconstruction, alterations, renovation, repair, modernization. conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least .one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors, with certain exceptions.along with other requirements. r co Type of Work: • r9 j,3 y��'4� Est.Cost /.40 Address of Work: Owner's Name Date of Permit Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under SI,000. Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS .PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a.Permit as the agent of the owner. OwArzo ,2 10-56 g Dau Contractor N me Registration No. OR Date Owners Name ___ The Commonwealth of Massachusetts Department of Industrial Accidents Office oflnyesligalions - � 600 Washington Street Boston,Mass. 02111 Workers Com tion Insurance Affidavit name: f location: ^ 5D- ra�✓ 4 city W�4 phone# ❑ I am a homeowner performing all work myself. ❑ I am a sole proprietor and have no one workin in any ca acity �I am an employer providii workers' compensation for my employ s working on this job. 4. com anv name: N y//'2 "'v 1 J/s! r address: i6`: J��� city [ �/J hone#. +� p ... insurance co. ✓Ca olicv# �C S �` O 5 ❑ I am a sole proprietor, general contractor, or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: company name- address: ....:.:::.: .. city• phone#: -::.•<:;>:>:»:..:::>:<::;::»>: insornnce co coin anv name: address: city phone#: .. :.::.;..:;::>::: .. ilunrance co. olicv# / Failure to secure coverage as required under Section 25A of;11GL 152 can lead to the imposition of criminal penalties of a line up to S1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. Ida hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature Date Print name Phone# official use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; ❑Other (revised 9195 PIA) r . i I Information and Instructions - Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an employee is defined as every person in the service of another under any contrac of hire, express or implied, oral or written. An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver . ..trustee of an individual,partnership, association or other legal entity, emploving employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance , construction or repair work on such dwelling house or on the grounds o: building appurtenant thereto shall not because of such employment be deemed to be an employer. ti MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renew , of a license or perrndto operate a business or to construct buildings in the commonwealth for any applicant who ha. not produced acceptable evidence of compliance with the insurance coverage required. Additionally, neither the commonwealth nor any of its political.subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. -f City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please - be sure to fill in the pennit/license number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made.. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. f The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Invesugauana 600 Washington Street Boston; Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 Fr amptive Pa4mgw for Oaa 2"Two►Faa4ily Reaidms*ai EatldlaW goad with Foaar7 Fcda NEAJ MVf Nll21Tmmm I caft Gall I Floor I r slabAnn' � &vala. Rwalto P �� F��1' Padozae B.VWUW 5"1 to 6500 Reach;Detseee Daw Q 12% (OL40 3E '13 19 1 10 6 Normal i R 12!s 032 30 19 19 -10 6 Na=d S 12•A 0.50 3= 13 19 to . 6 B AFUE T 13% 035 3: 13 25 WA WA Normal U 13% OA6 g 19 19. 10 6 Normal V 1:!5 OA4 3E !3 21 WA WA =3 AFUE a 13% 032 30 19 19 l0 6 iS AFUE JC Is•/. 032 13 23 WA WA Noarrai Y ls% 0.42 19 Zs WA WA Normal t 12% 0,42 32 13 19 10 6 90 AFEJE M is•/. 030 30 19 19 10 6 90 AF1JE 1. ADDRESS OF PROPERTY. r Vf der✓>rl 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: / y 3. SQUARE FOOTAGE OF ALL GLAZING. 4. %GLAZING AREA(#3 DIVIDED BY#2)• 3. SELECT PACKAGE(Q—AA-see chart above): NOTE. OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. to BUILDING INSPECTOR APPRO YES: NO: q-forms-t980303a G Footnotes to Table JS.Zlb: Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, ;#lats, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area,expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-'value rrquiir=t t. For example,3 ftr of decorative glass may be excluded fmm a building design with 300 ft=of glazing area. =After January 1. 1999,glazing U-values must be tested and documented by the manufacturer in acedt,dance with the National Fenestration Rating Council (NFRC) test procedure or taken from Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used. 11 The ceiling R values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness•over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R 38 insulation may be substituted for R-49 insulation. Ceiling R values mpresent the sum of cavity insulation plus insulating sheathing(if used). For ventilated ceilings, insulating sheathing mast be placed between the conditioned space and the ventilated portion of the roof. Wall R-values represent the sum of the wall cavity insulation plus insulating sheathing(if used). Do not include exterior siding,structural sheathing,and interior drywall For example,an R-19'requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Nall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-fiame construction. •The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements; or garages).Floors over outside air must meet the ceiling requirements. `The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. The R-value requimments;ar+e for unheated slabs.Add an additional R 2 for heated slabs. •If the building utilizes electric resistance heating use compliance approach 3,4, or S. If you plan to install more than one piece of heating equipment or morn than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table JUL la ROTES: a)Glazing areas and U-values are maximum acceptable levels.Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 035. Door U-values must be tested and-documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b.If a door contains glass and an aggregate U-value rating for that door is not available,include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(Le.,may have a U-value greater than 035). c)If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more arras with, different insulation levels,the component complies if the area-weigbted average R-value is greater than or equal to- the R-value requirement for that component. Glazing or door components comply if the area-weighted average U value of all windows or doors is less than or equal to the U-value requirement(035 for doors). 43 _✓fee i�ommaonuiea�e �,:G�,�,� �` DEPARTMENT OF PUBLIC SAFETY CONSTRUCTION,SUPERVISOR LICENSE Nu!eber =—==Expires: Restr:ce�d Tc� . 00 �. MICHAEL=O_E{UGA_. �> A 568 SANT,U'I�T_R0- COTUIT, MA 02635 y (�, MPRO�Ef11 NltCONTRAACCTOR gn eglstr�t�ao •.�i05548• F = , ExpiTatrH&R 0111-71Vi.. R fyyp' � I[LAGE CRAFT: UILDIN6 MO ji t qy� MchaelyDeluaa ,ta SANTUIT i MIWSjKATOR l iy�s =a'`r`x, PLC 3c,t°�'�si�•'�it't, COTUIT NA 02b35, x �"b5nw d'3 ...i1Y. ��:L4Tw_:js(6,,C�,�''��f_ftl' '`�Sv �'] F,+4�1�^,�•'. • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �l Parcel — QQZ Permit# Health Division n Date Issued Z Conservation Division e Of 7 / n ' Fee l �11 Tax Collector (�/U Treasurer SEPTIC SYSTEM MUST IMF INSTALLED IN C015APLIANC,2 Planning Dept. WITH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AND Historic-OKH Preservation/Hyannis TOWN REGULATION'S Project Street Address Village al n_�c'S a S Owner ` �' � ACL� Address Telephone 50,b _71 L-9— 3 04 Q0 Permit Request P0 0O \A3S CW.,-)D �Z,J��r•l,v e `�Zoo Square feet: 1 st floor:existing proposed 2nd floor: existing proposed Total new Estimated Project Cost�3,0 Zoning District Flood Plain Groundwater Overlay Construction Type �'��� �� ��IU Lot Size__TS.Cj�\0 Z � Grandfathered: 0 Yes No If yes,attach supporting documentation. . Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) + Age of Existing Structure Historic House: ❑Yes —No On Old King's Highway: ❑Yes `®No Basement Type: O Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing_ new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: O Yes ❑No Fireplaces: Existing, New Existing wood/coal stove: ❑Yes ❑No Detached garage:0 existing ❑new size Pool:❑existing ❑new size Barn:0 existing ❑new size Attached garage:0 existing ❑new size Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization .O Appeal# Recorded❑ Commercial ❑Yes 'a No If yes,site plan review# Current Use Proposed UseCc'e��c>.J BUILDER INFORMATION NamA�N&Ue Co P Telephone Number �_��MI AddressN\4�) 00OPr Cpy,.z-\ Rj License# 0�b9 C1 Home Improvement Contractor#\3Z`��1� Worker's Compensation# C) ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE �7 �1 16 FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED` MAP/PARCEL NO. ADDRESS - ram' .- VILLAGE OWNER PI, ' DATE OF INSPECTION:" FOUNDATION FRAME INSULATION FIREPLACE = ti� y - ELECTRICAL: ROUGH ' `t' FINAL PLUMBING: ROUGH FINAL GAS: ROUGH f FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. - � aABNer'A8r8 � Department of Health Safety and Environmental Services Fo ' Building Division 367 Main Street,Hyannis MA 02601 Xffice: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building*Commissione. Permit no. Date )%J► , AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERNIIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition, or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certairi exceptions,along with other requirements. Type of Work:Q<'0(:!Vy- a-JNr. Estimated Cost Z Address of Work: Q )Li m Owner's Name: Date of Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job Under$1,000 Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME ZIPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner Date Contractor Name Registration No. OR Date Owner's Name q:forms:Affidav --_- - The Commonwealth of Massachusetts H�+ == Department of Industrial Accidents . .. Office ol/nsestiggtiges � R 600 Washington Street Boston,Mass. 02111 kers' jor %% ratio `1'Yt////// %%///%%��////////�%/%����%%��%//////�////%„ri����� ,,,,,,,,,�, i � � /,• , n Insurance Affidavit name: S-Q location: Z11:0 city � �s�,�\Q . �� phone# � ❑ I am a homeowner performing all work myself. ❑ I am a sole proprietor and have no one working in any ca acity ❑ I am an employer providing workers* compensation for my employees working on this job. compnnv name: CYIy� >7"�S�CN �- ?bc� C�c-P address: :.: ..... city �,�r��Sp y� �`� phone#: insurance co. N� pnlicv# 1 �4c1 U ❑ I am a sole proprietor, general contractor, or homeowner(circle one)and have hired the contractors listed below who have the follming workers' compensation polices: comannv name: address: .:;':....;: city: phone#- insurnnce cn. olirro#.. :.::•::::::;:� :::;.;::•;:>:.;.:. comnanv name: address• city- phone#? Insurance co. pill v# Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to SI.500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day against me. I understand that a copy of this statement may be forwarded to the OMce of Investigations of the DIA for coverage verification. I do hereby certify under the p an ies of perjuq that the information provided above is tru,-and correct Signature Date Priest name �� U Phone# official use only do not write in this area to be completed by city or town official cito or town: permitlllcense 0 ❑Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Olflee ❑Health Department contact person: phone q; , ❑Other (tevwW 9i95 P1A1 07/03/2001 iu PRODUCER (508)S84-2300 FAX (508)584-2187 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Fredericks & Gere rdi ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE EXTEND Olt Insurance Agency Inc. ALTER THE HIS CERTIFICATE BY THEEP0 ICIER EIELOW. 1323 Belmont Street Brockton, MA OZ3111 INSURERS AFFORDING COVERAGE INsuAED nc or s lvn a Pool Inc INSURER A; American Casualty G7—of Reading, PA 143 Upper G)unty Road W3URER8: Transcontinental Insurance Co. Dennisport, MA 02639 195URERC; Transportation Insurance Co. INSURER D; INSURER I:: COVERAGES THE POLICES OF INSURA 4M LISTED BELOW NAVE BEEN ISSUED TO THE INSURED NAMGD ABOVE FOR THE POLICY PERIOD mWATED.NOTWITHSTANDING ANY REOMAR INT.TEMA I OR CONDITION OP ANY CONTRACT OR OTHER DOCLOMNT WITH RESPECT TO WHICH THIS CERTIFICATE UAY Be"UiO OR MAY PERTAIN,THE INBUR V CE AFFORDED BY THB POLJCIES CIESCRIBED HEREIN IS SUNCCT TO ALL THE TERMS,EXCLUSIONS AND CONDITK]N8 OF SUCH POLICIES.AGGREGATE Ll AITS SHOWN MAY HAVE BEEN REDUCBD BY PAID CU;w. TYPE OF INJIURAI ICE POLICY NUMBER INNT LIMITS 0e1`1901"LIA8ILITY C103071SS76 04/09/2001 04/09/2002 EACHocamuNC6 s 1 000,000 COMMGRGAL CENEA AL LIABILITY FIRE DAMAGE(Any one 8n1) S IQO'0001 CLAIMS MADE f 71 OCCUR MEO EXP(Any one pe SCN S 5 A PERSONAL A ADV INJURY i 1,000 Q GENERAL AGGREGATE S 2,000,O0 13 W L AGGREGATE UMR A PFLIES PER: PRODUCTS.CIOMPIOP AGO S 2,000,000 POLICY PRdT LOC AUTOM051LiLLAi101YY 279516 04/09/2001 04/09/2002 Ca�&NEO&NGLELmRT ANY AUTO i 1.000.000 ALL OWNED AV= BODILY IWURY B X SCm HULGO AUT08 I (Per Peman) S MIRED ALTOS BODILY INJURY f x NOWWMIDAUTOS (Perxaeenp WEE ZCOAMAGE Q QARAAe LIAOLM AUTO ONLY-EA AOCIDENT i ANY AUTO p7}�� EA ACC f AUTO ON V I1GG ! PACMILIABILrtY 1030?28106 (F/09 2001 04/09/2002 EACH OCCURRENCE f 11000.000 C MB OCCUR CL 1 MAOE AGOFMGATB S 1.0006000 S DEAU=OLE PzT6w4N a 10,00 i f WORKERSCOMPENSATK*AND WC130711000 04/09 2001 04/09/2002 X I YORYLIMITs rR IMPLOYPAW LUSIUTY C EL.eACHACCIDENr S 100, GA.OQUASE•EA EMPLO f 100,000 OTHER 131 DISEASE-POLICY LIMIT S 500 00 )ESCRIPTION OF OPERATION4M 10A71ON31rEM16L1:Q/011C6y3KJN3 ADDED BY ENDOREEMENTIBPECIAL PROVISIONS :ERTiFIOATE HOLDER AOOIT10AlAL IN3URBD;INf1JRCR LITTER CANCELLATION SHOULD ANY OF TSJA AQQVS DESC 15M POLICIES BE CANCEML M OWOITB THE EXPIRATMH DATE THEREOF.THE ISSUING COMPANY WILL ENOUVOR TO MAIL Town of Barnu tabl a DAYS WRITYEN NOTICE TO Tial- Hyannis. R TE MOLDOt HAMEO TO THE LEFT. Building Depl Irtirent BUT FAILURE TO MAIL aucM IgTto6MIOAYKM OR LIAMLITY North Street OPANYKINDUPONTHECOIIPANY,1 dl* PRGSANTATIVES. MA (12601 AUTWWaMREPRESENTATNi Patricia Corr �Co 0 2"(r T) FA): (508)760-3459 Inad VACORD CORPORATION JOW TOTAL P.01 ..,,..,"4:1,,,.v- i..--..;-�..-.:.+�.�..-.. -,z-...+'+`-._.-�_. ..-.,—. __,,.. ...--��-� `.^�Rs.+-�.•,'.—F..:_•v..r-;.ys,..�:--:_�.—.r-....�.«,.�;,,r.ti- ,..,�: _-- ORDER NO. SALES AGREEMENT FULLY INSURED tt BONDED DATE CQ ❑ 133 UPPER COUNTY ROAD•SOUTH DENNIS,MA 02660•(508)394-4800•FAX(508)394-6735 INCORPORATED ❑ 835 WOBURN STREET•WILMINGTON,MA 01887•(781)933-1234•(978)657-5410 FAX:(978)658-9932 NAME SHIPTO STREET Pr STREET CITY STATE ZIPCODE CITY STATE ZIPCODE INSTALLATION' HOME PHONE BUSINESS PHONE TELEPHONE Z(i s NOTIFICATION STYLE NO.OFRAILS HEIGHT ON YOUR PROPERTY IN ACCORDANCE WITH QUANTITIES AND LAYOUT SHOWN BELOW QUANTITY If DESCRIPTION UNIT TOTAL a G,r `o OZ' JJ y x . DEPOSIT TOTAL SALE BALANCE On Completion TAX TERMS TOTAL ONE HALF WITH ORDER BALANCE ON COMPLETION LAYOUT-INDICATE ON LAYOUT PICKET FACING ON EACH LINE OF FENCE. CHECK LIST CLEAR FENCE LINE TREE/STUMPS IN FENCE LINE TAKE DOWN EXISTING FENCE STACK BUILD SECTIONS ONJOB TOP OF FENCE TO FOLLOW GROUND RACK SECTIONS Gn STEP SECTIONS 1� CURVE SECTIONS FACE FINISH SIDE BARB TOP- KNUCKLETOP UNDERGROUND �n c PIPES OR CABLES 1x C t` BRING COMPRESSOR GATE SCALLOPED GATE STRAIGHT ERECTING CONDITIONS 'GALVANIZED OR VINYL TAKE AWAY OLD FENCE All quotations subject to conditions beyond our control.CUSTOMER IS RESPONSIBLE FOR establishing property lines and fence lines,and for conforming with local zoning by-laws.Pro Fence is not responsible for damage to underground utilities,septic systems,drain pipes,or propane lines,unless notified in writing by the Customer as to their location,before work is started.This quotation does not include costs met in extraordinary conditions-striking ledge which may require the cementing of posts or the use of a compressor for drilling and pinning posts,or clearing trees.brush or other obstructions from the working area.This contract embodies the entire understanding between parties,and there are no verbal agreements or representations in connection therewith. BY ACCEPTED BY On accounts over 30 days,finance h arges are computed at a periodic rate of 11/2%per month-Annual rate 18%-Plus any additional costs incurred for collection;including reasonable Attorneys fees. • I�r •�ra.t�t k�F.;;; - •`a:Laj i 1 '{'.t fit', .2-� a •� i11111111111111 � -•� . 7 r '0pe/� M �� S` ��r•.:, i�rt� 'a '�i= ry1y ! G�`'.ttA }r 1'%t ',) Z � 5.7 ~Q�M~��'�IitlCt'�; �r•. rr( yyi77 f(�''y41`} J a °�t�.t � `j iyr 5����..y ?,�,. his fjrI�f ,+ � ) r�~'` "'����"% Si_,� !.�„�.�Swl"5�'Cr !a-i•�'1'��'• 'S t11F �"."� �'V M: ��j:��;^ K�7� '�J:^C .;1,J �1JL fit �. '✓ 'K` �1 .i<„ � r#(� •.2 3 �} T� Y,a�� r1%r t.r`�o ii,C•'�N'Cnt' -�S k..'3+ t14�• � �\` n7 e 5 �.4=t" a y�•�'R pt'z""�O�y'� \�.-r `-. ! r +, � .w"�'� +vw�. ♦ l� .a �' �,'•.. Y:w s' 1 5. <- c L\Ya a f t 1"'r 8• h�i,z. Jv }S ,Awl `+) '�h"+� L � hr,. .., {J '1 - 1 • s �aw� t2r�l�' 1 ri /1a. c�5 i,'. 'yt'•.at r%r _'i7 .c= _ "'.►�,�F ' 'a�r'I' '"� a t - 't • :�.y.wr `��5�'�.��C. `S ;y +�.�. `5„Y}-11L� 4"(ii��Y�,. �'�'i's is tir�l�J �Y t'� ,r'�s.p1� .—.s � -"•cc`; .ay: �� f �3..' � �.��'�` 5 Jyl.(!1 � � ;.� ••�; t�...Y f}���{��•.r, -'Lr'w�� �"J* •�'A•, 'tea,.._+. . it' 4'-,iS u'"�• 5'�it „� �• �1} � p� R ��tir ll.� �- � ��a< r _ _ E���+ .:��`�'. •'.S'1� •+��..,-.��� ��..�'��,�.,i��J+.a',X ,t1 «,i'� .7 - iz< C•'ri. k. u.,f:.thy, - �. .r4, �.C Sy.F �k 1 r :1 .�•5�..� �� r.$�4��y l�a�y'. - yby; ' �. 7r,=-x ✓^i° � f� �, n ,; � t� '� i�� 'di6 .,'t r'+ t��•�+31�',�ta.- t _ '�'�`"a' Ja :%t.� .-.'n.?.`<r. �t;('•.f(c.. .'�i;_ti'�lti^z�.:�. , l�'w! c *.a. _ ""Xi Crs CERTIFIED PLOT PLAN 128 Smoke for Va ley Rd. :2.5 � ��e �.t(AN, rJ- �O OsrMa. 11l�.-vS'�,.5 lN����S � N pre par ld fo � T.A. Nelson Const. 4.0c2 \39 Curve Table L� �2 S Radius Arc Delta .� C1 150.00 169.28 64 39'37" � '75,090 s C2 54.37 82.56 87 00'10" v v �P co �O 0 — 0 ``N OF C* W. ca . Weller & Associates A �u i \\ 1645 Falmouth Rd - Centerville Ma. 0 775-0735 Fax: (508) 775-0754 /AV SUHVO Q Fsle A: \EHART.TRV 0 5 0 Scale Date Drawn By i"=50Feet 6-i-1998 TMW Job Revision Sheet 98-024 S-i Structural Design Approved 1 '•� 1 •�r only when installed in t ' strict Acrordence wilh Manufacturer's Instructions • T. Walker. i' 11 COPING LAYOUT rRAO H RA g r 1 't H h ?_ ' 6`RAD/US._ 33 1 ' I \: 1 9 RAg ♦♦ 11 ♦♦♦♦ / l,Aa� ♦ T 1 t � 12'3r5e •/v/I:,J'Aas velywAJ /s'. ya,J a'•XYIp/W 1 /9r PANEL LAYOUT 73 1 t1 t Ia:eRAcE S[Cr/ONAA SEC r/om l S DETAIL A brava[TO u&AM wvm or m" f f fps Oe.VeM uurpvt Pool Pool '' Area Capacity y7& /9,600 1r sA Wr»am /eaan..1[ ana aru runs Sq.FL Gallons tia u�etlaumuars EDITION POOLS fin�i THIS BRO URE IS FOR ILLUSTRATIVE PURPOSES ONLY /K y Tt. nurueNOe V mitres ONy Vh tepre lationf v"ch we fused In ks.bitten w ty.My other ra'r ' X 34' KIDNEY rew ution em t,aulents,or COneacla made by a deafer an m d/or aw con"Cor to tf+e custan Ia'f Ir 1 8er rtao[TI raarp stases ru n . repwdtg u any materials produced by the manuhely"Us am h olor iDuDte to the d and/or the eontraC � for any.The dealer or eono-acw wt o seas or Installs your pod if an kWeoerdere cor acla and n A an ly' mi agent or employee of the ,,anufac,"w.The co nstnrction mettneds iluatnted we supgesltons and apply wvy to normal ground conditions.There may be additional precautions and/or methods'of construction. r m mu wNaR to f to tt sk The twpo wbility Is o,a contraelom mcks SCALE: NONE 1991 R my si a Was MANDA rl N FLOAT *iNC_F�IES ROPE AND FLOAT . A-FRAME DETAIL DECK SUPPORT DETAIL � 12 FROM SLOPE CHANGE mmz maux —�6• NOME ' Pain_R11' R6 -6- In HDRIEWTAL I 6TAl� r� In 4, 16' I Rio'RB RIM COPING �_n W �(L ,' aPING H 41' a)z CONCRETE _PANEL L t�DTESt lnE fINISHED . _ , 3 4 3<-6' F'ANEL I111S IS A TYPE I] POOL IN ACCORDANCE TO ' 3 B` DEPTH HEIGHT N.S.P.I. STANDARD OF JAN. 19B9 AND 8.1LCA, 'n r INISHED I I CODE - 1994 - SECTION 421. uErTiti 2) ALL A-FRAME BRACES WILL X MOUNDED WITH _ -- A MINU"JM OF (D CURTC FAT OF CONCRETE. j 3) RAXrMUM DIVING XJARD LENGTH IS B FEET. 2' SAND OR 4) 'NO DIVING' LABELS MUST BE INSTALLED AROUND t VERMICULITE SHALLOT/ END OF POOL, C Nu 4'-6` 6'-6' 14' VARIES WARNIDANGEROUS I!V T L SWIMMING POOLS ARE DiANGEizaUS VHEl,! USED iMPRtIPERLY. a- CUNSULT YOUR DEALER FOR SAf ETY INFURRAININ ON THE 22` X 41' KIDNEY WITHm: SAFE USE OF SWIMMING POOLS. IT IS RES€'ONSIBILITY 9' RADIUS STEEL STEP O1= TOWN arrICIALS, BUILDERS AND HOMEOWNERS TO FOLLOW ALL SAFETY RECOI{JMENDATIONS (IF N.S.P.I., ALL LOCAL DATE: 03/31/99 SCALEv NONE DROINANC£S Ahm E(IUTPIMENT PIANIIFACTLIRERS. m DRAWN >3riT. F, ACADREF;BE411OR mi CD i m CJ If) m I Sub-i>1-11�3 oard of Building Regulations and Standards One Ashburton Place - Room 1301 Boston , Massachusetts 02108 Home Improvement Contractor Registration Registration: 132476 Expiration: 02/13/2003: Type: Individual HOME IMPROVEMENT CONTRACTOR Registration: 131.416 . TIMOTHY RICE Expiration: 6Z/13/2003 TIMOTHY RICE Type: Individual 197—B RT . 6A DENNIS MA 02638 TIMOTHY RICE fmM77 THY RICE �1-6 R1. 6A ADMINISTRATOR DENNIS MA 01638 >.'- M �'//w, �anvmom.ueal� 0,�11'.nadac/avella ;r BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 077899 Birthdate: 08/28/1III 969 Expires:08/28/2004 Tr.no: 77899 Restricted To: 00 TIMOTHY P RICE 197 B RT 6A DENNIS, MA 02638 Administrator � w TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY .PARCEL ID 097' 037 002 GEOBASE."ID 42726 ADDRESS 25' SMOKE VALLEY ROAD '' PHONE MARSTONS MILLS ZIP 02648- LOT_ �'128 BLOCK LOT SIZE DBA DEVELOPMENT ' DISTRICT CO I PERMIT 35730 DESCRIPTION SINGLE FAMILY DWELLINGY(PMT.#30675) PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: _ Department of Health, Safety ARCHITECTS: and Environmental Services_ TOTAL FEES: BOND $.00 CONSTRUCTION COSTS $.00 i 756 CERTIFICATE OF OCCUPANCY , ; ; BARNSUBLE, . 1 MA83. A`��► Ep i BUILD IV QN �. BY DATE ISSUED 01/06/1999 EXPIRATION DATE ' I t q!' r TOWN U� TAI-+i,r )► Bt 1I 1,D.L;,lG Pi. t 1 I PARCEL I, 007 031 002 GEOBkgF ID r;,,%.'ii ADOR.ASS d�'E, SV01U VALLLY ROAD MARSTONS MILLS k Z 'L)7r146- DBA DZV:,-.Al►1.LAT U13 "It 1 CO PERMIT 306-5 nRS(:RtPTWN t'RW 4 VYIM W)ME SEVIPTV23 268 PHRM'-T TYPE' BUCLD T.l TiX EIhil RFSID"INTIhi., RI..I, PKT CON1 :ytTfOPS. NELSON, THOM,IS A. Department of Health, Safety ARC,I;ITYCTS and Environmental Services r F S 2 t hut'.i) _ $-0fl THE C UFSTRUCTION COSTS $330,000.00 101 SINGT,B FiN HOMY. W-TACHXD 1 PR �14TE P: * * BARNSI'ABM • MA83. 039. A�O� EO Mlr►I BUILDIN"ITVIS Q BY,-- � �'�c9 %Z•�^ D ,Td lS5UED 05/05/1,0-08 EXPIRANON DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. VISIBLEPOST THIS CARD SO IT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1�� -Pie 1 ,G,e.C-�-J✓G7 ��° 2 2 2 <, a e, a, 7 OL,C, .0, 3 ;1_04 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT BOARD OF HEALTH 3 m&a o OTHER: SITE P REVIEW APPROVAL 114" - c i WORK SHALL NOT PROCEED UNTIL PERMIT ILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUC ON WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. 6d BUI i DING . PERMIT I, t A: r TOWN OF BARNSTABLE BUILDING PERMIT :' PARCEL ID 097 037 002 GEVBASE ID 42-726 ADDRESS 25 SMOKE VALLEY ROAD PHONE; MARSTONS MILLS ZIP 02648- LOT 128 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO :. PERMIT 30675 DESCRIPTION NEW 4 BDRM HOME SEWPT#98-268 PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT .. CONTRACTORS: NELSON, THOMAS A. Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $1,023.00 BOND $.00 Ox CONSTRUCTION COSTS $330,000.00 :4s 101 SINGLE FAM HOME DETACHED 1 PRIVATE P • + BARNSTABLE, .1 MASS; i `� •• BUIL B I DATE ISSUED 05/05/1998 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE,,SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION - PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. i mole] BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 ; 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH 1a - 1t9 q$ OT R: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PER ILL BECOME NULL AND VOID IF CON- ' INSPECTIONS INDICATED ON THIS l THE INSPECTOR HAS APPROVED THE STRU TION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 097 037 002 GEOBASE ID 42726 ADDRESS 25 SMOKE VALLEY ROAD PHONE MARSTONS MILLS ZIP 02648- LOT 128 BLOCK LOT _SIZE DBA DEVELOPMENT R DISTRICT CO PERMIT 35730. DESCRIPTION SINGLE FAMILY DWELLING (PMT.030675) PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND $.00 CONSTRUCTION COSTS. $.00 756 CERTIFICATE OF OCCUPANCY + BARNSTABLE, +► MASS. 1639. • ED M�'►1 BUILD ION BY DATE ISSUED 01/06/1999 EXPIRATION DATE 7bro/ `7dee 1� TOWN- OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL 5: 097 037 002 ' GEOBASE ID 42726 1Y ADDRESS 25 SMOKE VALLEY ROAD PHONE MARSTONS MILLS . ZIP 02648- LOT 128 1 BLOCK LOT SIZE D,9A DEVELOPMENT DISTRICT CO PERMIT 35730 DESCRIPTION SINGLEFAMILY DWELLING (PMT.#30675) j PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS. Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND $.00. 111E �, i CONSTRUCTION COSTS $.00 -756- - CERTIFICATE OF OCCUPANCY- HARNSTABM 1 MASS. BUILD IP /IS' I�bN BY ��'Z- DATE ISSUED 01/06/1.999 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR-ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED.BY THE-JURISDICTION.STREET OR ALLEY GRADES AS WELCAS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ,ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. (READY TO LATH). ` PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. - 4.FINAL INSPECTION BEFORE OCCUPANCY. VISIBLEPOST THIS CARD SO IT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT I 2 BOARD OF HEALTH I OTHER: SITE PLAN REVIEW APPROVAL I WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. BUILDING PERMIT 7art�vw.r.�,.:K.'ei.•e.:�'r'°iud^'�;,''�y'm"y.�.:•d'...ai:-•...:.rc't:=yv��.n:�..,.�•-.,ux -...,n,•-..r-•ry„r,ep 'ism'.�f,Z:.i.rG=•-=—.y�.ye. wr�:w-e-w ate.. .. ......,,`. `OFtHE/per The Town of Barnstable BARN LE. Department of Health Safety and Environmental Services 1639, .0 '�EOMay� Building Division 367 Main Street, Hyannis,MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection Location G� ��Z V,,e \/ 44-rNumber Owner Builder One notice to remain on Jobsite, one notice on,file in Building Department. r The following items need correcting: "� 2 1(,tV2- A Rn 4 J a4A, a L-1Z I A, k(L,\ J U Please call: 508-790-6227 for re-inspection. Inspected by • -062 Date �y:.scfay..�++1� ;�.i -,. .._ :_ -.. .�.. '..�.... _ yC� ,�'F�F !R.��+:.Jr.• r '+'r`re'�y�. (`C'S.a I The Town of Barnstable BARM�Le.$ Department of Health Safety and Environmental Services NIA. Building Division 367 Main Street,-Hyannis, MA02601. Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection Location Q ��(3� // Permit Number Owner Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: 6- Pile. u 11-Tl 4- 'LC d. 71 PLf Afyj j , Please call: 508-790-6227 for re-inspection. Inspected by / �71VNJf Date - -z _ �U �770��' �4�'�'�'RJ�'��""`ee'._y,y:vH-^j'r.-'..,y......_v.erf,+„_'.e„r-Yvq�Jw,.,.....✓^.v'v_..•w.'-^�w�-wzry.u.�.w++.-+ec�+t.�'t w�. �, .._.,�,lrldi The Town of Barnstable BARNSTABLE.MASS Department of Health Safety and Environmental Services t679' ,0� - �Fo �' Building Division 367 Main Street, Hyannis, MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection Location 2 5' Sm�6- Q AtLf f Permit Number 40 Owner Builder One.notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: SLj Y-\ O,I eA- C L-� L I6i L C� boa wz-�s A�2 --- , LIAT Y�- 1 i Please call: 508-790-6227 for re-inspection. Inspected by Date t ' MAScheck COMPLIANCE REPORT � 0Lo ? S Massachusetts Energy Code Permit # MAScheck Software Version 2.0 Checked by Date CITY: Hyannis STATE: Massachusetts HDD: 5973 CONSTRUCTION TYPE: 1 or 2 family, detached r7 c f HEATING SYSTEM TYPE: Other (Non-Electric Resistance) V ` DATE: 5-5-1998 DATE OF PLANS: TITLE: - COMPLIANCE: PASSES Required UA = 486 Your Home = 460 Area or Insul Sheath Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 1377 30.0 0.0 49 WALLS: Wood Frame, 16" O.C. 2496 19.0, 3.0 135 GLAZING: Windows or Doors 500 0.400 200 DOORS 32 0.350 11 FLOORS: Over Unconditioned Space 1377 19.0 65 ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in sections 780CMR 1310 and J4.4 . Builder/Designer Date MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2 .0 DATE: 5-5-1998 j Bldg. _ Dept. Use CEILINGS: [ ] 1. R-30 Comments/Location WALLS: [ ] 1. . Wood Frame, 16" O.C. , R-19 + R-3 Comments/Location WINDOWS AND GLASS DOORS: [ ] 1. U-value: 0.40 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location DOORS: ' [ ] 1. U-value: 0.35 Comments/Location FLOORS: [ ] 1. Over Unconditioned Space, R-19 Comments/Location AIR LEAKAGE: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be type IC rated and installed with no penetrations or installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials and 3" clearance from insulation. VAPOR RETARDER: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-values must be clearly marked on the building plans or specifications. DUCT INSULATION: [ ] Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-8.0. DUCT CONSTRUCTION: [ ] All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in sections 780CMR 1310 and J4 .4 . MISC REQUIREMENTS: [ ] Refer to 780 CMR, Appendix J for requirements relating to swimming pools, HVAC piping conveying fluids above 120 F or chilled fluids below 55 F, and circulating hot water systems. ----NOTES TO FIELD (Building Department Use Only) ------------------------- rj MAScheck COMPLIANCE REPORT w 1 � Massachusetts Energy Code Permit # MAScheck Software Version 2.0 Checked byVDbLte CITY: Hyannis STATE: Massachusetts HDD: 5973 CONSTRUCTION TYPE: 1 or 2 family, detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 5-5-1998 DATE OF PLANS: TITLE: COMPLIANCE: PASSES Required UA = 486 Your Home = 460 Area or Insul Sheath Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 1377 30.0 0.0 49 WALLS: Wood Frame, 16" O.C. 2496 19.0 3.0 135 GLAZING: Windows or Doors 500 0.400 200 DOORS 32 0.350 11 FLOORS: Over Unconditioned Space 1377 19.0 65 ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed- building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in sections 780CMR 1310 and. J4.4. Builder/Designer Date t r t `` I I i i Engineering Dept. (3rd floor) Map Parcel Permit# `3n 7� House# vo d S Pate Issued �{g Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) A a -0 D Conservation Office(4th floor)(8:30-9:30/1:00-2:00) It I m M US7,BE Planning Dept.(1st floor/School Admin. Bldg.) INST ►LLED I � NCE �� ,� Definitive Plan Approved by Planning Board o� Nt e,- ( 19 WITH- —C111VIRONME " D t�251`i J TOWN OF BARNSTABLE AWN RE t S (10 � p Bui 'n P rmit Application Project StreetAddress .OT 128 SMOKE VALLEY ROAD Village .06T�" E S CGcI�%"� Owner MR AND MRS JEFFREY EHART Addrss 248 OLDE HOMESTEAD DRIVE M MILLS Telephone 508-428-1639 ^. Permit Request , 'LC JL-- ,,� 4 T .First Floor �' square feet Second Floor �( to � square feet Construction Type 41-100 0 Estimated Project Cost $ , - 0, 000 Zoning District s-�; `j Flood Plain Water Protection Lot Size j 0,-0 S Grandfathered �&es ❑No Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure No/V - Historic House ❑Yes �To On Old King's Highway ❑Yes �Z(No Basement Type: °,Full rawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) /A-- Basement Unfinished Area(sq.ft) /7FV ,6 Number of Baths: Full: Existing New Z7 Half: Existing New No. of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel:*as ❑Oil ❑Electric ❑Other Central Air>des ❑No Fireplaces:Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) .9 Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes *0 If yes, site plan review# Current Use Proposed Use1S Builder Information ` Name 4./Vi��%TAJ <7,-7S7,*eOa Mc, Telephone Number Address ///Z- //77-y-1 License# t1P!�F e47c-la y/&, ,41..E e Z/r 679, Home Improvement Contractor# Worker's Compensation# Z,L60-ze— � NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS ESULT FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE �`G /fir BUILDING P IT DENIED FOR THE FOLLOWING REASO ) FOR OFFICIAL USE ONLY PERMIT NO. 1 DATE ISSUED MAP/PARCEL NO. - ADDRESS VILLAGE' f a OWNER DATE OF INSPECTION: ' FOUNDATION _ FRAME - INSULATION "FIREPLACE ELECTRICAL: I ROUGH FINAL PLUMBING: JROQ51�- FINAL oC 0 GAS: FINAL ; - 0 Mm FINAL BUILDIN m DATE CLOSED'QV•. C2 0 Im ASSOCIATION&Pvm N r The Cominomecalth of!Massachusetts Departnuent of Industrial Accidents ` Office of/nyestfgatfons '. ,\ = M. 600 fi ushinrton Street Boston, Ma.u. 02111 ' Workers' Compensation Insurance Affidavit APpitcant tntormations •" Please PRINT`le� y • name: locidon- cotv phone# 0 1 am a homeowner performing all work myself. CD I am a sole proprietor and have no one working in any capacity t--•r-•..:•..+s...�.cv-*�-�--��.s-�+raar��+osc. ,.e�..a,Y,:,e�ra�s-...r�r*,..��....�_r��n------.Y....-?+-�,.-•f-trr-�•^_•;,'tt'^.b._...1.."•..�Y"":"�'_'_'......,.•._. 1 am an employer providing workers' compensation for my employees working on this job. company name: T A NELSON CONSTRUCTTON CnMPANY TNC-ORPORATF.D address: 1112 MAIN STREET SUITE 12 P 0 BOX 749 OSTERVILLE MA 02655 citv: OSTERVILLE.•MA 02655 ahone#: 508=428-7801� insurance co UNITED PACIFIC TNSURANCR policy# NWA 179 6616 I am a sole proprietor. general contractor,or homeowner(circle one) and have hired the contractors listed below who have the following workers' compensation polices: companv n•roe• address: gip% phone#- insurnnce co nolicv a !_»-�•� ..:. _.. >+en!✓:..s•.��:�-:err�-. rY«ii?q s. •r-•+u�r.�a��?•1i'"F�`;r�+�`�..' +cT+.'tt`:`.!>:J. ?iF!^Ta'^:.,•.^.IRi:�.^'a't......_..{ .:.a:..�._ci - �.. ..::a•,a •��.:ar!' "'f'.•-- - -iF.;"s= . �'. r ,�•''`:;5._.—_ .a.ar.s.� company name• 'Iddresa• City. phone#- insurance co. policy# 'Attach additi'o'pal sheet if necessary�-�'' w:z �•*+ �<,<r• r� _ t��!:- F`%�'�-' '"*�' •• r!°°'�'�`*' ' :'' T= Failure to secure cuverrge as required under Section 25A of N1GL 152 can lead to the imposition of criminal penalties of a fine up to S1.500.00 and/or one Fears'imprisonment it.,;%cell as civil penalties in the form of a STOP NVORK ORDER and a fine of S100.00 a'day against me. I understand that n copy of this statement may be ronvnrded to the Office of Investigations of the D1A for coverage verification. !do herehr certifi «ttder the pains and penalties of per/urt•that the information provided above is true and correct. Sicnature Date 29 APRIL 1998 Printniune THOMAS'.A• NELSON, Phone# 508-428-7801 rcitN)Cor use only do nut write in this area to be completed by city or town official � town: permitAiccnse# r'tlluilding Department E [JUccnsing hoard ii ❑check irimmediate response is required Selectmen's Orrice [3lic21th Department contact person: phone#; rJOthcr f • Inracd 3.*15 PJA1 HOME IMPROVEMENT CONTRACTOR Registration 110216 Type - PRIVATE CORPORATION ,. Expiration 10/09/98 T A NELSON CONSTRUCTION CO IN THOMAS A. NELSON G��eMc o-A, WOX 749/1112 MAIN ST 112 ADMINISTRATOR USItKVILLE MA 02655 I i ® .� .:7r Fr.iil�q r:nu•rq��� r%, ���,,;�/iC�INL'l�J 7- Restricted To: 00 ._... gv:ti'. }c FlBL•:C SHIFTY t � �..i Q C , a;-,gIS0R LT P :•- CBSE 00 None �_ao:.• expires: 1G - 1 & 2 Easily Hodes ,Es,.;^ted To: 00 failure to possess a current edition of the Massachusetts a Buiildir r-.a rH-0F I 6ELS01 is cause .r, on of this lip nse. C v, R D L ° �DD ° , ° e ° 6 ° , e e ° B Western Surety Cr ° , e e ° 0 e LICENSE AND PERMIT BOND a For County, City,Town or Village Only-Not Valid for Bonds Required by the State.Not Valid for Contract, ; Performance,Maintenance,Subdivision,Agent to Sell Hunting and Fishing Licenses or Utility Guarantee Bond. ° o ° KNOW ALL MEN BY THESE PRESENTS: BOND No. L&P-4 2 8 5 22 9 4 That we, T A NPle;nn rnnAtriint-Jon, , y of the � � of t-a b lam State Qf Massachusetts , as Principal, ° and WESTERN SURETY -COMPANY,' a corporation duly licensed to do business in the State of MA S S A C H U S E T T S , as Surety, are held and firmly bound unto the Town —of Barnstable , State of Massachusetts , Obligee, in the amount (Valid only when a County,City,Town or Village is named as Obligee) of Two Thousand Six hundred dollars — DOLLARS ($ 2 ,600 .00 ) (NOT VALID FOR MORE THAN$25,000) lawful money of the United States, to be paid to the said Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, jointly and severally. THE CONDITION OF THIS OBLIGATION IS SUCH, That whereas, the Principal has been licensed as a contractor Lot 128 Smoke Valley Rd- Osterville , MA 02655 by the Obligee. I�Q FORE, if the Principal shall faithfully perform the duties and comply with the laws and orcan .¢n all amendments), pertaining to the license or permit, then this obligation to be void, osep �xeY '�an full force and effect for a period commencing on the 2 9 t h day of .,ss April 19 9 8, and ending on the 2 9 t h day ViiY i 1 , 19 9 9 , unless renewed by continuation certificate. •:i or r Iay eejrminated at any time by the Surety upon sending notice in writing to the Obligee and to t Ilclp 1, af the Obligee or at such other address as the Surety deems reasonable, and at the expira- " tioi;,p 4 3,,t) days from the mailing of notice or as soon thereafter as permitted by applicable law, whicheV-Meag this bond shall terminate and the Surety shall be,relieved from any liability for any subsequent acts or omissions of the Principal. Dated this ' 2 9 t h day of April 1998 \ Principal Thomas A. Nelson Principal Cou ersigned WESTERN SU ETY COM NY T By Resi ent Agent By President , . OWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA 1 (Corporate Officer) o County of Minnehaha f ss On this 2 9 t h day of April 1998 before me, the undersigned officer,personally e F appeared Stephen T.Pate ,who acknowledged himself to be the aforesaid officer of WESTERN P SURETY COMPANY,a corporation,and that he as such officer,being authorized so to do,executed the foregoing ; instrument for the purpose therein contained,by signing the name of the co rpor n by himself as such officer. ; IN WITNESS WHEREOF, I have hereunto set'my hand and official se P ° o J. RHONE s NOTARY PUBLIC �� P 9EAL SOUTH DAKOTA SEAL c otary Public, South Dakota ' ` My Commission Expires 6-12-2004 Western Surety Company Form 849-A—12.96 �'`�`�`' '�`'��`''+ 1-605-336-0850 i r ACKNOWLEDGMENT OF PRINCIPAL ° i (Individual or Partners) ; STATE OF y ss ° n County of ; n . n Y ° J On this day of ,before me personally appeared n J i tl f 'ly 6 J r known to me to be the individual— (described in and who executed the foregoing instrument and n 6 r 6 ° r f acknowledged-to me•that,--he_executed the_same. My commission expires Notary.Public ACKNOWLEDGMENT OF PRINCIPAL (Corporate Officer)4 r STATE OF ' ss County of On this day of ,before me, personally appeared , who acknowledged himself to be the of , a corporation, and that he as such officer being authorized so to do, executed the foregoing instrument for the pur- poses therein contained by,signing the name of the corporation by himself as such.officer. My commission expires Notary Public r t' r ICI 6 p VK f� 6 n a r n . 6 a f n D 1�W, f'Z, rZ Pi11L " O 4-4 II V V a W 4 n C C Z Z n L ° n N f U 44 W r d ~ C O 4-4 f ^ U" a 442 N G. . .. .. .. '.-•1, � .. � �. �, <?_ Y '.►5�:.�„�'�;;• je:`cjr,:1�,X::. � ® III I . ` III '' II � • ' � • :.. • I i Iltl I I I I I I• I � . , : il ' I ' 'j 1l l;ill: I:; II;I :Il;:jil :II!• � ' � I.. -_l. QQ •:�I�:II::..I'I - I �'!,:Il ,Illlll : I II I I J ts .. ...... ... !Iii life . EVATIONS NORTHSIDE `°" '�` •°�°° EL ❑DESIGN : 'm7 ENART RESIDENCE "s, !;jlI�I�lll� �II� Itill ,ICI II I i I II I� a IN {I � P ELEVATIONS NORTNSIDE .al ova DESIGN ® EHART RESIDENCE. -o ASSOCIATES ="�" <�LS 40 vcw vmay saw a Dat.cnr amr.m.ao�mD. �• 1 Je YQ 14 If _ a g • b io 2/4 Y rigSA El v FYI wmc sit In.mR © © E F F S ss8 b � i v Q-0_ NQ Y! �w FLOOR PLANS C NORTHSIDE `n wai' aie etMaala DESIGN °:. �. EHART RESmENGE =�+ ® ASSOCIATES �.'.a.;,,a. �• • .,. b arid¢vatur NOW oanavrt e�Inr.conioloa..°�,.• o.,v:K:e" — oatuwc Kt MRZ=x it 1, .. , L_ 1 1j tR I r-- 1, �a's• Y .• '<•_Mix� , i 'i/�:!��,.n�nv �i�:e� ----------------------- I , ,1 I 1 ___________ , 1 11 I I 11 I .. IL- -- ------------.-- , _- _ . ___ _ -_____-.____- � 1 , I . x 1 R Dai � ... w a.:r w GO➢YRUIf � OaR t`�Olf '`:\..'� FLOOR,PLANS '�s�-."' .r. ®NORTHSIDE a.,,"`• "w- DESIGN '.. . EHART RESKVCE. w='" ASSOCIATEStl171!!'- 45 snola va=am "= asnclrs I®Inr a ca.alor om•I 06TQIAiL IM t•.�"..":�..�"�'.`e "n„q`ri..•'.�' loo. >4 II IL_ -- sip 1 1 �'a h a�aP I I e .sI � I 1 I wo- � z I !. Ti • � Ll Xr too � .. .l L� —_-- — cmaIe,,. � I I�...•mo �•a LI�1 '..` � �d •� ':.I L.71 '4' .. r I� r1 , �a�yQ' •. W , Y -------- —————— LIJ g8 e � I b• � I I�"E 3 °� Ed I I nwx sn en.eo.e pgydf I I 6 1 I I• 1 �.r.is u• b I I` aw.w• � I � 8 �'' '�'I I r , I L------J , o Ba• e a I L -- --- R ----- I . "o � s -------------- _ . NA A RAIL' A FOUNDATION PLAN m RMAX NORTHSIDE �T . x� .�� DESIGN ZMART RESDENGE ASSOCIATES ®� �•` ' ,o a=vwur now 2� •�, ,��T• esTonucw. T oo`� aam�•• O[OO ....... lZ :.,.Am big $Ail 7" Y� Tsi 46 K'r BE Ins I M -a . ........ NOMSIDE DESIGN Amaft:: ON am VMASY MAD 7sot=iAppmft, Table J=b(continued) ftrwiove Paelraga for One and Two-Far*Redd with F0141 Fade MAXIM:IM MQII14l�l1tii.. ==--r Iles . � pig �g Wall Floor Basra a :11ab �'(Ca) U.vague= R vde� R value' R vdu2 Wail Fle=iameta Equilrmmt F1Sa�ry' ParJramta R.vdue' Q vitae'' _ Sni to 6500 Htadng Degree Dare' C? 12•/. 0.40 38 13 19 10 6 Normal It �ZY. 03Z 30 19 '�19 , 10 .6 Normal 10 _ 6 U AFUE 13'K 036 3a 13 ZS WA WA Normal U 1 S'n 0.46 38 19 19 10 fi Normal V IS/. 0.44 3F. 13 23 N/:� WA 13 AFVE W 1 13% 1 (L52 . 36 19 19 10 6 93 AFi1m % is% 032 39 1 13 23 WA WA Normal Y la•/L a42 31 19 23 WA WA Nil ' N a ia% 0.42 33 13' toIO 6 9oARM AA la•/. iso 30 19 19 10 6 - 90AFUE 1. ADDRESS OF PROPERTY: k 2. SQUA.RF FOOTAGE OF ALL ESCMRIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA.:(#3 DIVIDED BY 42): t S. SELECT PACKAGE(Q—AA-sw.chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFOPLMATION. BUILDING INSPECTOR APPROVAL: YES: NO: "\ q-forms-f980303a i 790 CMR Appendix J ` Footnotes to Table,15.2.1 b: Glazing area is the .Yatio of the.area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space, but excluding opaque doors)to the gross wall ar_a, ex_pre sed as a percentage. Up to I%of the total'glazing area may be excluded from the U-value requitement. For example,3 f3'of decon!ive glass may be excluded from a building design with,300 ft2 of glazing area. � :After January 1, 1999, glazing U-values must be tested and docurnerited by the manufacturer in accordance with the National Fenestration. Rating Council (NFRC) test proG_sdure, or ta*en from Table J1.5.3a. U-values are for ,whole units:cente"f--gl7.ss U-values cannot be used. ' The ceiling R-values do not assume.z rnis(m,or oversized truss construction. If the insulations achieves the full insulation thickness over.the exterior walls without compression, R-30 insulation may be substituted'for R-38 insulation and R-38 insulation may be'substituted for R-49 insulation. Ceiling 11-valens represent the sari of cavity insulation plus insulating sheathing (if used). For.ventilated ceilings, insulating sheathing must b:: placed between the conditioned space and the ventilated portion of the roof. •Wall R-values represent the-sum of the wall cavity insulation 'phis..insulating sheathing (if used). Do not include exterior siding, structural sheathing, and interior drywall. For example; an R-19 requirement could be met E:IMER by R 19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,Ing)wall constructions; but do not apply to metal-frame construction. 'The floor require anents apply to floors over unconditioned spaces(such as unconditioned _%a%Y!s 7c.,s, b:,-cements, or garages).Floors'over outside air must meet the ceiling requirements. The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. '"The P.-value requirements are for unheated slabs:. Add an additional R-2 for heated.slabs. ' If the building utilizes electric resistance Treating use compliance approach 3, 4, or-5. If you plan to install more than one piece of heating equipment or r•.nore &,an one piece of cooling equipment, the equipment •astir the lowest efficiency must meet or exceed the efficiency requ::red by the selected package. 'For Heating Degree flay requirements of the closest city or town.see.Table J5.2.1a NOTES: a)Glazing areas and U-values are maximum acc!!^:table levels. Insulation R-values;4--e min.imum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-v.:Iue no greater than 0.35. l'nor U-values mt� t �t;tested and documented by the manufacturer in accordance with the NFRC test procedure or taker f.om the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that dnor is not available, 'nclude the g'ass area of the door with your windows and use the opaque door U-value to dete,.Tnine compliant: of the door,. One door mzy be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c) If a ceiling,wall, floor, basement wall,slab-edge, or crawl space wall component inclOds two or ni are areas with different insulation lev�!ls, the component.complies if the.area-weighted average R-value is greater than or equal to the R-value requireme.it for that component. 61azing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). i s TEST HOLE LOG a DATE:-,4lQ2. 9, 19ys ,t78y8� ye I SOIL EVALUATOR:=Z£9x7�r,u`s I ` WITNESS:..---I-• PERC RATE: 67 To/o s T� c '0 i �yt _ A � �� , / / lye( .----it/o G�/.q>Ejz �•uCov.v7E/ZF,D � U 4 v J�r � ♦ - � � I as \ �N a \ oo DESIGN DATA J DAILY FLOW: (y)BDRM&z 110 GPD=$//v GPD , Q \ SEPTIC TANK:�'yo GPD z 200%=,!ZBo GPD 4) USE:/Sod GALLON PRECAST SEPTIC TANK LEACHING FACILITY: , c w . .._._. . USE:_ 3� .S._.�CB.S xZ ^- Soo O cJ4*LC.S \ / / CAPACITY: / N SIDEWALL: / \ TOTAL: yS. . c-Pa i i LT�P..�"ems_ -- _. a,,. - - - .�,� .,�a�. .,,�:�.:,.�,-• $4w 1,22 Z a Z• s8, q i ���P�,�N`'QF Mq�q� O DANIEI E. y NOTES: - 2D� BRAMAN G� 1. ALL PIPE TO BE 4"DIA.SCH 40 PVC. �' ci NO.C32a06C y 2. PIPE TO BE LAID LEVEL FOR 2'OUT OF DISTRIBUTION .o �O BOX. ► s,00' `� T 3. RAISE ALL APPLICABLE MANHOLE COVERS TO WITHIN SURYE�� 6"OF FINISH GRADE. SOW 4. SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE DISPOSAL 4—�13•` J & SEPTIC TANK AND DISTRIBUTION BOX TO BE INSTALLED ON A 6"LAYER OF STONE. 6. INSTALL GAS BAFFLE IN OUTLET TEL 2'LAYER OF 3A•FEASTONE OVER 314•-1 112•WASMD STONE ALL AROUND I TOP OF FOUND. yo 7 EL. Silo,0/ Io• 14• ago, yo,so 3 8.o . yo,o0 SEPTIC SYSTEM PROFILE ' SITE SEWAGE PLAN GENERAL NOTEs FOR I. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES,ABOVE AND UNDERGROUND,PRIOR TO ANY EXCAVATION OR CONSTRUCTION. 4F, 2, SEPTIC SYSTEM TO BE INSTALLED IN COMPLIANCE WITH PREPARED FOR 310 CMR IS.00:TITLE V. IV 3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE DETERMINATION. DATE: SCALE: �- �� 4. ALL DISTURBED AREAS TO LOAMED AND SEEDED. S. CONTRACTOR TO PROVIDE 24 HOUR NOTICE FOR ANY e REQUIRED INSPECTIONS Y , S f WELLER & ASSOCIATES 1i645 FALMOUTH ROAD CENTERVILLE, MA. 02632 ti TEL: (508)775-0735 FAX: (508)775-0754 - n uv. • J -Nic U ac f l / s Lf _ � O m _ J CA 11 1 1 BEDROOMDD w 2fi O U. cv CA .-- LOFT 13 . to I DN �' _n c FOYER BELOW OPEN c _ P 1�j BELOW . Z _ B w O ' 2fi 2fi ._4.. _0. 4'_6• 12,_4. 4'_6' 7'_4. - J' 2fi 2fi 2'-4. 2'_4• n n r n . o BEDROOM .. .' N FLAT ROOF ABOVE Aoorno. Ip i RUBBER WATERPRCOFIN6•SYSTE . g X :m m m m o v m 2fi _ x o N b BEDROOM rc rc A rc sf-6' - Q o 2k m qy Q LU - Q T I. W W LLf 1 W w_ NEW a ' / MEDIA ROOM '�l � �. . : 13'-2• ( US �:. © TW 24310 I ;r 1 R.O.30 1/B X 4B 7M D W V I ON.x 2fi _ SHEET 4 OF 7 m m � E x X x SECOND FLOOR PLAN -0' B'-6' ' 6'-O' 3'-6' - -_ I'-0° 36,_0. JOB: Og01 SCALE: 1/4° DRAWN BY: KW REVISED: 10/10/09 DATE: g/30/09 00,P CERTIFIED PLOT PLAN for 128 Smoke Valley M . Ostervill-e, Ma . N prepared for pP` T .A. Nelson Const . Curve Table LOT iZ 82> Radius Arc Delta ------ CI 150.00 169.28 64 39'37" C2 54.37 82.56 87 OWN" lip +W' We, vJ Ln I OF a� S a� / 45 3� �' ' Weller & Associates j 1645 Falmouth Rd Centerville Ma . (508) 775-0735 Fax: (508) 775-0754 Fi A: e�EHART.TRY Sale Gate Drawn By i 0 50 ! -50Feet 6-1-1998 TMW Job __ , Revision ISheet I4'-0' Lo ® ® • '0 I sa-6• m �^ Q MASTER OATH 2 SHEAR WAL COMPLIANCE: c ' m o FAMILY R M= 26X'OF E H WALL RUN U W m VERTIC L.SHEATHING ITN • MASTER BED 2 8d NAI 5 3° EDGE/12° FIELD w ,U,•\I 2¢ '7'- t`1 ---- W.I.G. _ , ALSO SEE RROW WALL RACING DETAIL 1 O �Y CA . ® __ —_— — r a'.�.c-°s•rai�. STEP �sn:e \ O O !2 O Ib'TRANSOM ABOVE r{- 2 � 4x4x.25 TS `}". m v • PWD' 2&- � �I� .`';,6'. R.O.69 1/4'X 59 9/8' I zQ �� I I � I PORCH - = I 'I• - I' I I I 2& I W 16'TRANSOM ABOVE FOYER 'DN I I% SEE.DETAIL ON N FWG W611 R 3Q I I vi I' NARROW WALL BRACING R.O.72'X 83' = Z FAMILY ROOM' PATIO I I I II' 0 �0d J — I n I i 3 '16,TRANSOM ABOVE 0_ 1:I. CX245 L——— A • R.O.69 I/4 X 53 3/6 o ------EA4x4x.25 T. :yc - v IIIWWWWWW111III STONE SITTING .�V, WALLS io • � �g:I� � .. BENCH 7x-.c:.. m LMNG DINING 2& S Q=. „,..:..:.: A WINEAlDOW y1. R. ROUND, iz p 1 16'TRANSOM-ABOVE ' FWW 51611 m - m .211 4.4..25 TS R.O.67 X 63 - : 1 _ .. ARTS 9 -212 � S_ UP O. GRILL o s o W' \\ KITCHEN Qo TW 2446 TW 2446 LIB V . O I 32 R.O.90 1/6'X 56 7/8' R.O.so 1/5,X 56,7/8' 2B W Ld O N tJ 2�.p BATH W.) Z b '3 -.--� OLE (PrARACE REF. COMPUTER —_J I O �Q REMOVE. 1,. W J C EXISTING WALL Q LL W —�—-_- W12x45 STEEL ABOVE_-_-_ (21 II 7/11'LVL __- TW 2446 bi c LLI O , -1 4 x.25€PTTA•+`•J=�MN R.O.SO 1/8 X ° fl• .1 @. I WELD CA 4, P 56 7/6 o - PORCH 2fi 2� . WINDOW SEAT I I I I I I o ' 36'_0. T I I I I I 7xq 014 DOOR I EET 3 OF.& SEE*DETAIL ON NARROW WALL BRACING SHEAR WALL COMPLIANCE: , GARAGE- 43X OF EACH WALL RUN . VERTICAL SHEATHING WITH ' 1 .8d NAILS 3° EDGE/12° FIELD 10'-2'' 2-10• 4-6' II'-4' b'-3� y_0• q�-O' 2'-6 9'-0• '-6'P- ' q'-o" 2'-0• (4)Ibd NAILS PER FT BOTTOM PLATE n-0 24'-b' 12,_0" 24'-0' 2'-o ALSO SEE NARROW WALL BRACING DETAIL FIRST FLOOR PLAN 1 JOB: 0901 SCALE: 1/4' - 1i-0° DRAWN BY: KW REVISED: 10/2/Oq DATE: q/30/09 t NEW DORMER I i ® I I m ;! if L I I I I I: I � �LV•. , I 'll In i1 !LI i I fI D 1 ; m m m. I ! t ii ii it I i (I II JI rtl, !I I ij l! I: i:,aiil;!il''i iii11!�;:�ii i jili i•, ut W.i°III d!il !fiflfl^!i1!,Jy!ilLj';i'iii!iiti�i'" • II :I M. iff f I NEN DORMERS A m N m 0 \ N 9 o° o` m E�-TART RESIDENCE FINE LINE I�ESIGl m z p1 m 25 .SMOKE VALLEY ROAD. ARGHITEGTU.RAL j OSTERV-I LLE MA 0 8 \X/EST BAY ROAD OSTERVILL_E; MA 02055 o o ELEVATION PHONE: 508-420-12-Oro - 9 Lo r, { SMOKE DETECTORS R VIEWED .L ' BARNSTABLE BUILDING DEPT. 16ATE CA FIRE DEPARTMENT DTE BOTH SIGNATURES EREQUIRED FOR PERMITTING -1 W ;. . . _ - ® .... IMPORTANT h- OL - = INSTALLATION OF ADDITIONAL _ ANY CONSTRUCTION L SMOKE DETECTORS BEYOND1200.SQ FT PER LEVEL MAY REQUIRE THE F-- �W.1 Ll v t NOTE: SEPARATE PERMIT IS REQUIRED FOR THE cc INSTAL TION OF SMOKE DETECTORS-THE ELECTRICAL - PERMI NOT SATISFY THIS REQUIREMENT. O O � _ CARBON MONOXIDE ALARM cO ----- -------- - -- --- --. S ---------------------- --------- - ------------- MUST BE INSTALLED PER � Q ' ca MAGGAGHTTS BUILDING CODE o� E �a LiJ FRONT ELEVATIONco W Z I� r N Q O --_. - w tY — — - -- Lu Q Z j ? . w O ►� jw Q CCD Fml=l alilLij L1�7�C] rr77 _ l�L w Z Ali wLo O m - i -._. .>.,�.�• I it .>:-_..�:-. a ::_ � GARAGE ADDITION FAMILY ROOM ADDITION ' REAR ELEVATION ' SCALE, I/4° - I'-0° SHEET I OF 7 Al : JOB: 0901 DRAWN BY: KW DATE: 9/30/Oq Ln O _ .. c r -o v o LY..>. 1 Q I BEDROOM �W .. S'-1 I/2' 4'-6' 9'-6' q'-O' O . q. p 2� . . . a m , LOFT ON FOYER BELOW OPEN O c 2A 21 -4 9_0. 4'-6' 12'-4' 4'-6' 7'-4' 2(i 2& m m m m 2y_4. 2._4. N=W FLAT ROOF ABOVE ADOMO b BEDROOM x x x x Ip z�3�Ez RUBBER WATERPROOFING SYSTFtI. o o o o_ 2& }1I 4.9 F 5 3 q'-7' o o BEDROOM �. '. .. of A of . m 7c 2fi O t W OL NEW .. 3 MEDIA ROOM TW 24310 . 13'-2' S 4Y O R.O.90 I/e %45 7/e 21k 23'_0' .._.._._..__..S _ t.,:..' SHEET 4 OF 7 ......... . m x -X I x m a SECOND FLOOR PLAN 3'_6° `'-0� s'-e• 6'-O' S'-6' 6'-O' 3'-6' JOB: 0901 SCALE: 1/4°._,p_Qa 36,_0. DRAWN BY: KW REVISED: 10/10/09 DATE: q/30/Oq I 9'0. wITI 70 O MOONIht � - o N � N \ N i• - X530 _. ro A N lO O 3 V, 1035 - r.=NIM U1 6' m c'-n . m aT ➢1.. a , 05 Dg v CgC u' i;,11,iI'11: TW 24310 j © ! R.O.30 I/e'%46 7/8':j; 1 TW 24910 ' R.O.30 1/8 X 4B 7/8' 1 1" TW 24310 ' R.O.30 1/8'X 48 7/8' . 3 y m o O R.O.30 40 7/8' UUU i TW 24310 . R.O.30 1/6'%48 7/8' 24310 P TW 24310 l R.O. W 1/8'%'48.7/6' R.O.90 1/8'%48 7/B' ' y :t! O • Z '-O x o ' -of m 22'0 G UN m O. O 9 LA EHART RESIDENCE r' .. Z m 25 SMOKE VALLEY ROAD F �-+ �ARGHITEGTUPALDEi SIGN CD OSTERVILLE, MA 9 8 WEST BAY ROAD OSTERVILLE; MA 02055 77 pal � � o 0 1 f -9 J PLAN PHONE: 508-420-'1236, w-0' ' 9'O' Q, N. L � I " w lV3S o MOONIM El - N N 6 N � P• X53O - .r rn p • 0_o•ul h p m N 0_ m U N L J IDO A N 6 N 1b35. V .. (1 \1 W. r O 13'B'i Z .• : : L C W O O D 4p _ 70 TW 24310 R.O.30 1/8• �•. , TW 24310 C R.O.30 VB'X 4B 7/8' AL TW'24310 . 30 1/e'%AB 7/0' TW'243:0 m . ry;I' Q C! R.O.30 I/8'%48 7/0' 3 P TW 24310 R.O.30 1/8'%48 7/0' ' 24310 TW V O W 24310 R.O.30 1/0'X 48 7/9' ' R.O. 1/8'X'48 7/8' I . AIO %o m A m u'-o O• (P 22'-0' - m v. o 0 0 _ EHART RESIDENCE-- m zs sfSTER VALLEY ROAD OSTERVILLE FME LINE ARGHI'TEGTIJRAI 9 a , MA �I-i SIGH 1 'FI PLAN 8 WEST BAY ROAD BSTERVILLE, MA 02ro55 PHONE: 508-420-12as ' �UV , � �� S . � Q �T J J W P U LLl fi ---------- co EXISTING BASEMENT •X46'CONC.WALL W O'xlb'CONTINUOUS FOOTIN ? I = 1 1 1 :4 I 1 1 1 Z CREATE NEW' ACCESS CRAWL SPACE, I PATIO Ic;l VAPOR RETARDER 2'DUST CAP Iril I' L .'NOTE. I I 5/8" ANCHOR BOLTS I "r _ EMBEDDED 7" I I 1 b SPACED 32" D.C. 12" FROM CORNERS WASHERS 3"x3°xl/4°' : I� i a'-s• r-io In• DROP T.O.WALL I .1 FOR DOOR I I W W Q J W i NOTE: •I s I w > . .. .i i 5/8" ANCHOR BOLTS p( z . I I EMBEDDED 7° I ii SPACED 32" O.C. 1 I 12" FROM CORNERSIt W i I . .� WASHERS 3°x3NI/4" I I 0 Q EXISTING 4x4x.25 TS COLUMN BASE . GARAGE CUT AND REMOVE • EXISTINGRAG WALL TO I I NEW I I W. U 1 O I I GAE BAY ,^ BELOW T.O. EXISTING SLAB. I I 5'x46'CONIC.WALL 10'x16'CONTINUOUS FOOTING I VAPOR RETARDERSLA I PITCH BTOWAR0 DOOR I :. i i I _ I DROP T.O.WALL I�' FOR • � r--- --�:�1111 EET 5 OF 7 . , I CONCRETE APRON 1 .12'-0' FOUNDATION PLAN - SCALE: 1/4' -T-O" JOB-' 0901 DRAWN BY: KW REV15ED: 10/10/Oq DATE: 9/30/09 �IOa• IN FIRST TWO JOIST AND RAFTER ' BAYS FROM GABLE WAIL' �6 ' O.C. 14.LVL RIDGE 12 2z8 a O Ib O. � .d4 TYP. ROOF IL L• i 10' ®1°O o G I RIGID WIND WASH BARRIER REIXIIRED \ - 2z10'e 0 16'O.L. 0. a B�6° - 6'OC, AT EXTERIOR EDGE OF EXTERIOR WAL \ R30 F.G. IN5UL./ �0� 12 / ��(j STRAPPING TOP PLATE O \ \ 5/e'.PLYWOOD SHEATHING/ / ASPHALT SHINGLES t IOD/ /I/2'GYP.BOARD �N \ \ TYP.EXTERIOR WALL o /// \\\ \\ \ POLBTE 50 FOAM INSULATION 2.6 EXT.STUDS 0 16'O.C./ ff/ 6"R19 F.G:INSUL./ _II 1/2'PLYWOOD SHEATHING/ / \ TYVEK WRAP/W.C.SHINGLES 3/4' 6G 055 SUBFLOOR Z ' .. 'HURRICANE CLIP, NAILE 6 GLUED TO J015T 2re'e G 12 O.G. \ A� FASTENERS AT ALL 2zlda B Ib'O.C. I'' WIOF45 5TL BEAM /7 TYP. EAVES RAFTER/TOP PLATEAn -(3) 11/4'LVL JUNCTIONS TYP.. 2x10'a 6 16'O.C. R30 F.G.INSUL CONTINUOUS HDR iz8 FASCIA'/Ix4 SECOND.MEMBER R \ � I I SEE DETAIL ON NARROW WALL CONSTRUCTION CONTINUOUS VENTING SOFFIT' 1412x45 STL BEAM ''J1 IXB FRIEZE.BD.W/BED MOULDING Ix3 STRAPPING 5/B'GYP..X.BOARD I I I . SEE DETAIL ON NARROW WALL CONSTRUCTION 1� � , I . � TYP EXTERIOR WALL LINE OF STAIRS m I I ? 2xb EXT.STUDS i 16'O.C./ �' V . N II BEYOND II 1/2'R.PLYWOODSSHEATHING/ 13R 10'T = O e, II TYVIX WRAP/W.L.SHINGLES (� ._..._.'.. ...... _ R RETARDER CUED TO JOI v, 3/4°T64 OSB SUBFLOOR. INAILED 6 G IS U 1' q RSLABFIRST FL�R 6 MCLNVAPOE' 2z10'a 16'O.C. 2z10'a 6 16'O.C. .. i 7 Q NEW Q O - BPS MENT GRP.WL SPACE 3 1/2°LALLY COLUMN 1. �'=l �Tf-- rTl O TYP FOUNDATION WALL ;' P.T.SILL ANCHORED 32'O.C. 1- ' 8'z3'-W CONCRETE •: IF c 1- 10'xl6'CONTINUOU5 FOOTING 1' ' 22' W w z SECTION "A" SECTION "B" SCALE: 1/4"'- 1'-0' SCALE:'I/4" -T-W - W � ►_.L Per JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING f COMMON N, BOX NAILS EXEND NOR TO CORNER 2x6 DBL TOP P ROOF FRAMING FULL HGT.STUDS 'BLOCKING TO RAFTER(TOE NAILED) 2-Bd 2-IOd EACH END JACK STUD O J RIM BOARD TO RAFTER(END NAILED 2-I6d 3-I6d EACH END W 1_IL r NAIL TOP PLATE , WALL FRAMING To 2 R 9 OF I W/2 ROWS OF I6d NAILS U \� W ' TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-I6d 5-I6d AT JOINTS ®3'O.C. W / STUD TO STUD(FACE NAILED) 2-16d 2-I6d 24"O,G. STRUCTURAL PANEL HEADER CONTINUOUS HEADER W W HEADER TO HEADER(FACE NAILED) I6d I6d 24'O.L.ALONG,EDGES' NAILED Bd COMMON O MULTIPLE OPENINGS JLd ., 0 3'O.C. EDGE AND FIELD .� FLOOR FRAMING W ; J z . JOIST TO SILL, TOP PLATE OR GIRDER(TOE NAILED) 4-Bd 4-IOd PER JOIST > BLOCKING TO JOIST(TOE NAILED) 2-Bd 2-IOd EACH END DOOR TRIMMER STUDS O BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 9-I6d 4-I6d EACH.BLOCK _ L `, t` LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-I6d 4-I6d. EACH'JOIST 1 Y W JOIST ON LEDGER TO BEAM(TOE NAILED) .3-6d 3-IOd PER JOIST O ~ W BAND JOIST TO JOIST(END NAILED) 5-16d 4-I6d PER JOIST i BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) .2-I6D 5-I6d . PER FOOT Z-9/B'ANCHOR BOLTS V w/3'X3'PLATE W45HERS 'I W O ROOF S.WEATHING. '0) WOOD STRUCTURAL PANELS RAFTERS OR TRUSSES.SPACED UP TO 16 O.C, 6d IOd b°EDGE/6'FIELD ' RAFTERS OR TRUSSES SPACED OVER 16-D.C. Bd IOd 4°,EDGE/6'FIELD ' yy°s` GABLE ENDWALL RAKE OR RAKE TRU59 w/o GABLE OVERHANG Bd IOd 6°EDGE/6'FIELD OF GABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL Bd IOd b"EDGE/b'FIELD OUTLOOKERS - - . GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS Bd 10d ..4'EDGE/4'FIELD ti'An CEILING SHEATHING \ eL `5NEET 6 OF 7 ' .GYPSUM WALLBOARD '9d COOLERS- -. 7°EDGPJIO'FIELD WALL SHEATHING WOOD STRUCTURAL PANELS ONARROW WALL BRACING AT GARAGE DOOR STUDS�9PACED UP TO Z4'O.G. Bd IOd 6°EDGE/12°FIELD SCALE.N.T.B. .. AND�'FIBERBOARD PANELS Bd - _ 3'EDGE/6'FIELD 15'GYPSUM WALLBOARD 9d COOLERS - 7'EDGE/10"FIELD FLOOR -SHEATHING WOOD STRUCTURAL PANELS I'OR LESS Bd IOd _ 6'EDGE/1'FIELD GREATER THAN V IOd I6d 6°EDGE/6°FIELD , JOB: 0901 DRAWN BY: KW REVISED: 10/10/09 DATE: 9/30/09 I i I i n . �� "�. •�.. �-�. � ��"""' �� ul CA •n j W J . U W = ° p cv W12z45 STEEL BEAR, (2)II 5/B'LVL ®16'O.L. Co ° L �1 (3)q 1/2'.LVL CONTINUOUS HDR 11 z z P.T �o a SECOND FLOOR FRAMING PLAN SCALE: 144° - V 0° . 4x6 POST ON 4z6 POST DN Q (2)16'LVL'e I --_ W .� Q J L� (2)q 1/2'LVLs ' �9J (2)16'LVL IDLE BEARl(1L� , vv 9 V 1 (2)2,10 O o (2)2x1O o (2): IO TRUSS "AII _ J SCALE.-1/4' 0-0° ' TRUSS'A' � TRUSS' 'A' SWEET 7 OF 7 , RAFTERS 2x1d5®16'O.C. . ROOF FRAMING PLAN ' SCALE: 1/4, JOB:. Og01 DRAWN BY: KW REVISED: 10/10/0q. DATE: q/30/09 � N 0 T E t, L E G E N D D� 1. Assessors Ma Sheet 196 Parcel / \ P LOCUS MAP CB FND Concrete Bound Found is 4-1. o 2. Zoning Classification, RF B RF-I. W SB FND) Stone Bound Found (Granite p / / rnl ° Q o ,` ` 3. For Reference See: w' h Land Court Plan No. 5725 1� I — i� o CB SET) e "�, ��, �P /" / .�; Certificate No. 52509 and plan GDCU et�p Q Concrete Bound Set �' �• �`.:4 ,r v oto ��, pFl i d - 3,� , .� uP /5o O filed in Land Court as No. 5725-45 �6q°Q ® Storm Drain Catch Basin -w �',�, ,, "'^ +•+••-••/"Pa \ UP 66 r r- v UPxr��2�q^$ / :;� \ UtilityPole With Number -� Approval under the subdivision control ,rn law not required. Ref. Chap. 41, Sec. OH— Overhead Utility Wires � �\''• •�\'"�' I:> 8 1-P, G.L., N 2 3, BARNST ABLE PLANNING BOARD e3 " - Existing Sidewalk u� cr , a .—.—*— Existing Guard RailIL J \ / — Edge of Existing Bituminous �/`.� / � SCALE I in. -2000 ft. Surface VP G9 Date Signed= W - , - Water Main Valve u cp �? LP. \ u, This plan and the accompanying oMH Manhole UP'4`2 D ?� !��' \� o certifications do not constitute a certification �� ll,► �'� / :� o m of title to the property displayed hereon. ,� PI• �, o :.� -�, a The owners of locus and abutting properties are shown according to current town ° � ��, � assessors records. / f f , ,e�',� • 5 0 9Q . ?. FiF. �� \� 'gyp �� •� \. I certify that this actual survey was made h on the ground in accordance with the Land I \Ar-�p. \ Court Instructions on or between October U�° v ,4 6 1987 and November 9 1988. J `, G 8 Date7. ru I ga `q 8 �o T G�K.Q� ll Professional Land Surveyor or '''t _ =r --- _ D• . , ao • R ® �; 1� SOULS W !J _ ` o zB71fd a o PLAN OF LAND IN l B^ G C� a�NSTABLE MASSO 7/1' �. 4EIf'ol DIVISION OF LOT I ?. • L All D COURT REGISTRATION NUMBER 5725 4 SCALE, I in. =_40 ft. DECEMBER 2I, 1988 E ca hJG• \ SCHOFI ELD BROTHERS INC. REGISTERED i b D 'b,, �.D t. �/� �ZD 5oa2 ROFESSIONAL ENGINEERS, LAND SURVEYORS, • AND LANDSCAPE ARCHITECTS Ob- R01UTE 6A-P.O. BOX 101 -ORLEANS, MASS. 02653 (508) 255 -2098 C_ T:. SEAPUIT, INC . Q -- OWNER- ..• CERTIFICATE NUMBER 52509 4t o w� 4 0 q 0 1020 '40 60 80 100 feet Research by DAS Drafted by Field Chief DAG Checked by JAC CJM p. Computed by` _ Approved by wS 20 30meters C Copyright, 1988 by Schofield Brothers Inc. Job No 0-7875 � k J r r S 152 i, Go, Ic � 1 � V � I r O iJ�p�r•� -t7 i'. -.�0.` ' 1 �}" +7'' =tom. 33 SCALE: "'✓ � APPROVED BY: DRAWN BY DATE: `�I�1C.� REVISED DRAWING NUMBER I I G5 I , I 2� 2z' 4 1 6 r I , , I I 45 6 Q 0 A 9zu �I G o A ELEVATION 294" O z �a c� W 1 2" W ELEVATION 2011 C 211 85 Q 02„ W Y J J o d 2 z 104" M 2 nz' F 6i—G OOP 21" 4 201" f n 22 8 5111 n 7J-° 16 T SUB ZERO 18' DISHWASHER REF. DRAWERS ELEVATION ELEVATION d � U