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HomeMy WebLinkAbout0194 BAY LANE r9� ��� � 4 0 +l _ _ _. _ 1 r 1 i is II 0 Town of Barnstable Building Department - 200 Main Street MUWSTABLE, * Hyannis, MA 02601 1639. ,�' 508 862-4038 FD M/Ct Certif icate .of Occupancy Application Number: 201302535 CO Number: 20130130 Parcel ID: 186075 CO Issue Date: 12106/13 Location: 194 BAY LANE Zoning Classification: RESIDENCE D-1 DISTRICT Proposed Use: SINGLE FAMILY HOME Village: CENTERVILLE Gen Contractor: PARRELLA, DAVID Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed i '4' �tME� TOWN OF BARNSTABLE Building 201302535 Permi BARNSTABLE, + Issue Date: 06/24/13 t 9 MASS 039. Applicant: PARRELLA,DAVID Permit Number: B 20131466 Argo�A Proposed Use: SINGLE FAMILY HOME Expiration Date: 12/22/13 Location 194 BAY LANE Zoning District RD-1 Permit Type: RESIDENTIAL ADDITION/ALTERATIO. Map Parcel 186075 Permit Fee$ 331.50 Contractor PARRELLA,DAVID Village CENTERVILLE App Fee$ 50.00 License Num 169331 Est Construction Cost$ 65,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REMOD EXIST 3 BDRM HME,ADD DORMER 2ND FL,ENCLSE EXIS DENS CARD MUST BE KEPT POSTED UNTIL FINAL FOR SUNROOM,NEW WINDOWS,SIDING,KITCH&BATHS INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: BENANDER,DAVID M&STONE,JEAN BENANDER BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 194 BAY LANE INSPECTION HAS BEE ADE. CENTERVILLE,MA 02632 Application Entered by: TP Building Permit Issued By: THIS PERMIT coNVEYS`No RIGHT TO OCCUPY ANY STREET er ALLE'' SIDEWALK OR ANY PART.THEREOF;EITHER TEMPORARILY OR PERMANENTLY ENCROACHMENTS, ERTY,NO SPECIFICALLY,PERMIITED UNDER THE BUnAING'CODE,MUST BE APPROVED BY THE JURISDICTION STREET"OR ALLEY GRADES AS`WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE r OBTAINED FROM THE DEPARTMENT.OF PUBLIC WORKS.THE ISSUANCE.OF THIS PERMIT DOES NOT RELEASE THE APPLICANT.FR6M THE'CONDITIONS OF ANY'APPLICABLE SUBDMSION RESTRICTIONS E ^: MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 Q D v 1d V 9�► !d/� 9 � �3 1 Pod 2 .I3F�- a! 9;30 ls 2 ��vr�'l� v�3���Q 2�ZC /4D0 Cv"Ae TTL- U ' 3 1 Heating Inspection A prov Is Engineering Dept (,IJVA,4 6 Fyn OI l 5 h 3 Fire De t 2 Board of Healt ` D J U N 2 �O By r � t TOWN OF BARNSTABL�BUILDING PERMIT APPLICATION TO OF BA � , Map Parcel Applation #�y l �S JS Health Division Z013 JOIN - MfGulssued &h-Yl Conservation Division Application Fee Planning Dept. d °-Rerrr�it Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Y- 1 Project Street Address 19 4 1- N Village /� C �� fFZ✓��i� Owner&t1 T*A Address 1 VA AY 43 /,W1I57W F/94 62B0 Telephone 74-5Z .Permit Request �—,fA& 5 ! 3 B;1 - it/4 Gif i � OrP,���vT �n ht".r rsniy� Square feet: 1 st floor: existing&Tproposed 2nd floor: existing proposed 7 5b Total new { `s Zoning District Flood Plain Groundwater Overlay Project Valuation '06 Da Construction Type Lot SizeTC2 20 .S Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family _U' Two Family ❑ Multi-Family (# units) Age of Existing Structure(1A]7_-) 41 Historic House: ❑Yes lAo On Old King's Highway: ❑Yes ;Ao Basement Type: YFull ❑ Crawl XNalkout ❑ Other Basement Finished Area (sq.ft.) 6 ISO Basement Unfinished Area (sq.ft) 3 Z Number of Baths: Full: existing new Half: existing _01' new 1 Number of Bedrooms: existing b new Total Room Count (not including baths): existing new © First Floor Room Count 115Y1I5' S Heat Type and Fuel: XGas ❑ Oil ❑ Electric Ll Other FR6fMrC6 3 Central Air: dYes ❑ No Fireplaces: Existing 2- New Existing wood/coal stove: ❑Yes Q No tJID, Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ N)� Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes J(No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) �N G IN E�2IEp CoNsua.7A/vTS, /A/c- Name`1N 4VA .l3u;LbAV_4- Telephone Number-7-14' Address o AD>( fff License # 6 42 300 NA... 1)2,b30 Home Improvement Contractor# 16 93 3 l Worker's Compensation # 0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE _ l FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED .# MAP PARCEL NO. + 'i ADDRESS VILLAGE 'F OWNER H DATE OF INSPECTION: - i Y FOUNDATION,:. 1'�30 FRAME �l3 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL GAS: ROUGH FINAL .k FINAL BUILDING 3 F DATE CLOSED OUT ASSOCIATION PLAN NO. 5 . . r ,�•",: a;� .,a zt� ems- s e�" ,,� � -M�'3"� hs bt_ sx3�.�.��. � .: +z 3 x. C � y ,. .�/ Ln/ Cat,��� •. . l s r � � r :sy z EJ� a F t i w k w � 3 t , F � fi. u ; 4� =� y • ���Laa �?��TTTJJILL4,,, , i, _ I ' 4-1v 4 1 M N O 42'-0" r = O1—Tyl° ON . � M Llp z ti DEGK � W ay�� z 0x v LIVING BEDROOM #1 BEDROOM #2 O C iv M N � �/� . 2_4. DECK �Oy _rt�m1 r7 N N N o KITCHEN o � � BATH r BEDROOM #3 N _ O W-4" 12'-4" LLJ Q Z � Z u � O W � � J 4 11-1 1/2° 30'-2 1/2" a' < > W 42'-0" Q/ W 6 LU Z W U EXISTING FLOOR PLAN SCALE: 1/4" - I'-O" JOB: 1302 DDTE -_ - - V) CIO _ — _ - _ 6 SMOKE DETEC _ RS REVI�WE I ®� ® _ BARNSTABLE BUILDING DE ' • - - E 24v24-4 _ I ATE /��y� Lrr DEPARTMENT BOTH SIGNATURES ARE RE DATE E REQUIRED FOR PERMITTING � .I - - - _ - CARBONMDNOXIDEALAR11 C s MUS NALLED PER nI T i t - 3osT 3 sT T y MASSACHUSETTS BUILDING CODE � 0 L l eP' FRONT/SOUTH ELEVATION SC .. .x _ - — z Q O_ ' i 30x5) 30n5T 30v5T �30v5T 30v5T 30v5J _ F Q � I'"' Q LLI Lu W mz f � I W 30v� 3D+G2 30v62 �30v62 30n61I 30v61 30x61 30vG2 30+62 3Dv62 E%ISITNG 1000NCRETE WALL LLAl :1".W'T--:E 30 5T R EAR/NORTH ATI ELEV ON "..-GNE V4'-1'O -� —I JOB: 1302 -- DRAWN BY: KW' REPOINT rXISTING - DATE: 5/13/t3 • # + - 4 C', N cr .. „ —7 5> � — t co c 24x24 O 24x24 U) pr. o MGHT/FAST ELEVATION scw_evs�ro• _ !�, LD zQ O w a Q J J ' 24x24 24.24Ld Id . - ...:..�.._.--_ W / LEF FAVEST ELEVATION �B SGAIF 7/4'=i-0' - DRAWN BY: KW DATE. 5/13/13 it z2 c - I I O U) '4::r ----- ------- ---- °d�. I I z MASTER Gas❑ I - NARowow VAULTED CEILING LIVING ' NARI-OD I DWOOD I O • i SCREENED PORCI-1 I - ggdd_ I ❑ I I I O RIDGE .IF1p I� II'-9 I/2' 14- 3/4 41' O 2A - I ff"" i FLOATING I I UP V DORI'i R I . I I . aMASTER • - ]P 14 ENTRY — TITLE B -- - ® 98•/4' - \ TILE — .m Lo E 6'-O 1/4' '-8 /]° — 6'-10 1/2 •o B'->1/4° „ Lo . N _-- ----_ _ — O z >'-O' 6'-I I/4'- 5'0I/4' •Id-3. .. •>'-II" • >'-8• 4'-4• d Q -3 �~ � w - 52 Z W f IV FPST FLOOR PLAN 5GMJ=VA'-T4a JOB, 1302 DRAWN BY, K DATE. 5/13/13 U Co N 4�a . .. .. I6'S• � Is'-v r-la �w cr W OC CY- Ing LC cn - � II'-II I/2•� 14'-11 I/4' IS'-I I/4' � r',� BEDROOM #1 BEDROOM #2 Q c I'II1 �1 C/) qp� _OS RIDE 2P 2P PST TIP 20 22 - _ RIOLE • I III IIIIII I - I 1 2& LINEN Z4 11111 11111 11111 11111 IIiIIIIIIII� I = 1 - RAIL 29 2P I.I.I - 5'-10 1/4•m 2'-0 3/4 2A ' I = ii DORMER 1 I O - 1 ABOVE 5 - " ALL F BATN _ a L LU m W Q 6 W W W-91/2' W-211' 5'-6• SECOND FLOOR PLAN ` SCALE I/V U7 . _ JOB, 13M DRAWN BY• KW ' DATE. 5/13/13 U) cn c'1 \ (2)14-LVL STRUCTURAL RIDGE 1 \ _ E, TYP.ROOF 2r10s P 16`-O.0 2x12-- \ \ t/Oe/60 12 I—I F.G.IN—Y \\\\ 46 I2` - S/B'PLYWOOD SHEATHING/ t \ \ ASPHALT SHINGLES \ \ r r F.G.INSUL. DORMER EW 2rss 16 O.G. RORMER F+6N kid F RIGID WINDWASH BARRIER REQUIRED / / \ \ 12 F 1rB FASCIA/1X4 SECOND MEMBER' .v� C • • AT EXTERIOR EDGE OF EXTERIOR WA s-6°' i / / Iz3 STRAF?ING \�12 N CONTINUOUS VENTING SOFFIT "J ' _. O 1/21 GYP.BOARD \\ 1,5 FRIEZE BD.W/ISM MOULDING � � F � m � E 51MPSON H2.5 \\\\� • FASTENERS AT ALL 0' / ✓ - BEDROOM #2 \\\ RAFTER/TOP PLATE •s/ / JUNCT10N5 TYP. S/4'T.G OSB SUBFLOOR \ TYP NEw EstTFRI � .AI'1 / NAILED♦GLUED TO JOIS 2X6 EXT.STUDS P W 0.GI b-�7 BLOCKING 4'-0'O.C. 6'R21 F.G.INSULT IN FIRST TWO JOISt AND RAFTER. NEW 9 I/2'I-JOISTS I6'O.C. 1/2'PLYWOOD SHEATHING/ - RIS FELT/W,C.SHINGLES - P1 BAYS FROM GABLE WALL ' - STING EXTERIOR w - - Z N 2x4 EXT.STUDS P 16°D.C./A L MASTER BEDROOM 6- TO LJ - OUT AG R21 F.G.INBUL./ - IR°PLYWOOD SHEATHING/ _ TYVEK WRAP/N.C.SHINGLES ' E.2X8 JOISTS Ib O.G. , W 9Y2x10 GIRT • - IBM— IN EXISTING 'I BASEMENT -- - LLI Z Q - .-YP FouNDATIQN wny_. I- Q � P.T.SILL ANCHORED 4'-0'O.C. W J S..T'-W CONCRETE 1 W Z DAMP PROOF BELOW GRADE .. .. ..... 10'116'CONTINUOUS FOOTING Q J J 77 �1 c , QLLI z W V f SECTION P" scALe va=ro _ JOB: 130: DRAWN BY: KW DATE: -5/13/ cn c-C . 04 _ — — (3)LVL HDR FLUS_N — 0'CONCRETE WALL r ,�^yy L' NEW 2XBs IFgLy�{ `- TrA _. - - - O0 9 c � 3 ..- .. _ EXISITNG 10'CONCRETE WAL / .� - EXISTING 2XBa _ 6 44 m ' /q{ryry NEW FLUSH FLGDR BEAIT bK6 Wea24�5TEEL - TO RIb6E - 8 (3)11 T/B°LVL REPLACE EXISTING W/ • a 0 7. ' - EXISTING 2xBe � - P 16'0.C. n r O - W Q z � EXISTING —— U J STEP ; LL Z d Q - Q � W 30'-2 1/2' W FIRST FLOOR FRAMING PLAN 53 . JOB. 1302 DRAWN BY: KW DATE: 5/13/I 0 co f� o r C600 ) JOIST' 1 4- T(?RID E TOS RIDG + N V Q W Z Of Q J Z I W �t SECOND FLOOR FRAMING PLAN �� SCE va•-To JOBS 13-1 DRAWN BY. KW DATE: 5/13/I V) bid CNI Dc cr • - _ __ • DORMER — - — .c - f�W hr V (2)2xB CONTINUOUS HOR TYP. C� c CIO a 'RAFTERS 2x10 @ I6"O.C. - . PST TTP. •. '�e � • . • RAFTERS 2x10 @ 16"O.C. 4xBI- I 4x6 - w TON (2)IA'LVL STRUCTURAL RIDGE �ry ry LL lti (3)11 T/B'LVLe (2)2xB CONTINUOUS NOR P. - to III H-1--lill LLITI i i I V Q NOTE: RAFTERS 2x10 @ 16"0.C. Q J 0. UNLE55 NOTED OTHERWISE - < � L 6 W Z ROOF FRAMING PLAN JOB: 1302 ' DATE. 5/13/13 . RAFTER®16'D.C. o co N .. - H2.5®EA.RAFTER F� TOP PLATE � cr .. - SHEAR WALL COMPLIANCE: W- 71%OF EACH WALL RUN - ®RAFTER TO PLATE CONNECTION L(; VERTICAL SHEATHING WITH - ScgLE.N.Ts. (4 NAILS IL EDGE/12' FT FIELD - - - - (4)16d NAILS PER FT BOTTOM PLATE L= 24%OF EACH WALL RUN - VERTICAL SHEATHING WITH - - DOUBLE Row - Vet Bd NAILS 3' EDGE/12' FIELD - STAGGER NA.LI ' (4)16d NAILS PER FT BOTTOM PLATE - 'INTO Bon+PLATES 2x6 DBL TOP PLATE bdd C * �a cn VERTICAL Lam„ - 5T I-TURAL.PANEL NAILED-COMMON C.EDGE AND D. N FIELD DOUBLE ROW - - VERTICAL _ STAGGER NAILING STRUCTURALP4NEL5 - NTO BOTH PLATES -'- _ - BREAK ON SECOND FLOOR' • .RIM JOIST `. - - 6 DBL TOP PLATE _ L � VERTICAL-- _ RIM JO0 FLOOR z CLLI Q- ETRUCTURAL PANEL - VERTICAL j` ; F Q L NAILED Bd COMMdJ STRUCTURAL PANEL _ 6 9.O.C.EDGE NAILED Btl COMMON W J AID 12•M FIELD O 3'O.C.I EDGE - -1 W Q AND 12' N FIELD a Q JLLI m a - 6 F-- DOUBLE ROW STAGGER NAILING DWBLE ROW +U I TO BOX AND SILL 51 INTOBOK AND SILL FULL HEI 11 N T SHEATHING -SIN GLE N L E�G FLOORFLOOR L.N.Ts. � FULL HEIGHT SNEATHIN -MU LTI FLOOR O � �L 5- - 02 _ O - DRAWN BT: KW ' DATE: 5/13/i� Email® an Commonwealth of Massachusetts Map Parcel Date: q/1y/f3 . �0�3 Permit006. Estimated Job Cost: $� � F Bp►IRNSTABIArmit Fee: -- N Plans Submitted: YES NO Plan s'Reviewed: YES NO , Business License# - 6-7 17 Applicant License -7' 17 Business Information: Property Owner/Job Location Information: Name: <CF O Name: C . l'l Street: W. jo 5 g s L-v, 4MR I Street:,'. q / L'rl City/Town: l Wh'n 1*5, IVY MCI City/Town: Ce`yj tP�vt l(r, IN Telephone: 77q—,,/ ?— / Telephone: 08 a y 4' (of 4 5 Photo I.D. required/Copy of Photo I.D. attached: YES NO stailuisai J-1/gunrestricted license J-2./M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft./2-stories or less Residential: 1-2 family,& Multi-family Condo/Townhouses. Other Commercial: Office Retail Industrial Educational Fire Dept. Approval Institutional_ Other r Square Footage: under 10,000 sq. ft. over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: New Work: Renovation: HVAGX Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: 5t g 11 N0C s�e�v,�,, �� 0 e the a��;� Q -n� ®-ri e ; ii .the 69 s P'm o -5 0 s Ue Vv m /e ovs �� w.� � waSr a T . NSURANCE COVERAGE: have a current liabill insurance policy or its equivalent which meets the requirements of M.G.L.Ch. 112 Yes o ❑ f you have checked Yes• indicate the type of coverage by checking the appropriate box below: k liability insurance policy Other type of indemnity ❑ ` Bond ❑ a MNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage.required by Chapter 112 of the Aassachusetts General Laws,and that my signature on this permit application waives this requirement Check One Only Owner ❑ Agent ❑ Signature of Owner tor"OWneet'Agent 3y checking this box[], I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and iccurate to the best of my knowledge and'that all sheet metal work and installations performed under the permit Issued for this application will be n compliance with all pertinent provision of the Massach°asetts Building Code and Chapter 112 of the General Laws. ui Duct inspection required-prior to insulation installation: YES NO Progress Inspections .Date Comments Final Inspection - - Date Comments Type of License: y ` -- aMaster Ile ❑ Master-Restricted k,. ity/Town ❑Joumeyperson Signature of Licensee Brmit ❑Joumeyperson-Restricted License Number c I :e$ ❑ Check at www.mass.94v1dpl soector Signature of Permit Aooroval The t✓ommonweakh of Massachusetts epartment of Industrial Accidentr Office ofbzvestigatio7rs •600 Washington,51freet'' _ Boston,MA 02111 wwwanass.govldia ' Workers' Compensation TnerrrAnCe Affidavit;Builders/Contractors[hectricians/Plumbers 'OpEcant Information Please Print Le ' N�7.e(}3nsmess/orgao;zation/Individnal): To c� ��`7. �� � t� (. - Address: C1 of ' ° c;,q r:4. 1, C�,I�e #d City/State/Zip: Gc�1�i5 r Mq CA601 Phone.# A;K�Uman euiploy,er? Check the appropriate bow a employer with 4• [] I am a generEcautactor and T [._E�]PZ=mdejjng, Type of proj ect(recjuII e�:, employees (fall and/or part th ).* have hired thactors y' • ❑ w construction 2.E] I am a`sale pioprietor oxpmt3er- listed on the- heet ship and have no emplayees These sub-cart ractors have g El Demolition working for nee in:any capacity, employees and have wags'". [No workers' comp.insro once camp.n,c„Ta„re,t 9 n addition , required] 5. [�;YTe area corpoiatinn and'its 10.�Electrical repairs or additions 3.❑ I am a homeowner it -work officers have m added their doing 11.[]Plumbing repairs or additions Myself [No workers' cow. right of exemption per MGL 12.❑Roof repahs" insurance required-]t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp.>nsmunce regriired] Any applicant that checks box#1 MnA also BE oat the section below showing theirwmizrs'compensation pofiey mformaiian t Hcnnco-M who submit flds afnd-k indicating they art doing all work and they hire outside cau, Ins must submit a.new xMdavrt m& su tcontractms that check this box m ait affached an additional sheet showing the name of fhb sub-coutracton sod state whether-ornnt those eofih�a ghzvech. cmployccs. rf the sub-contra�baYe-3P10Y cs,they=stproyid'e&cQ wur1=1 a amnh omP•P c3' cr_ I am an employer that is prav_idingWorkers'compensation insurance for my employees Below is the policy and job ante rnf ormadon i Insurance Campany Name: i C f�' , (� U I Policy#or Self-ins.ldc.# WC a 3 13 `7 1 l 10Expiration Date: f / rba_ . _.��,�Job Site Adde : q _ Ci 3tatcl z :. C Attach a copy of the workers' campensafion polic74eclarafion page- (showing the policy mmmber and expiration date). Fame•to.sccm-e coverage as rega red under Section 25A ofMQ,c, 152 can lead to the imposition of®rival penalties of a foe up to $1,500.00 and/or one-year Imprisonment, as wen as civil penakies 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 firwarded to the Office of Investiga ons of the DU fur M- SMMnce coverage verification. I do hereby certify u e and penalties of perjury that the information provided¢b a is true ante correct ' �ielature: Date: Phone —7-7"/ — L4 __ ' c1c), 51µ r Offic ialDo not write in this area; tb be completed by city or-town offzt ial Guy,or Permit/License# Issru (circle one):'1.Bo 2.Building Department'3.City/Town Clark 4.Electrical Inspector 5.Plumbing Inspector 6, Ot ,------------------- Cont #, Phone 'T` , Town of Barnstable • Regulatory Services f } t BeartsrA=. iNIAERS Thomas F.Geiler,Director Buildin g DrVIsion 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 acid Sign This Section If Usi_gg A.Builder ,.as Owner of the P .PeY subject ro . l hereby authorize. N L S)(— - a/aA_ ,pr to act on my behal� in all,matters relative to work authorized by this building permit Ir1 I 8 `/�� GENiw� j (Address of Job) **Poo1 fences and alarms are the res onsibili � ty of the applicant. Pools are not-to be Ued-before fence is installed and pools are not to be utilized until all final inspections are performed acid accepted. S�Itcof Signature of Applicant C'1104 1 A • P � /ems Print Name Print Name -71t3 Date - QF0xMS:0W E"MUMSI0NPools • I a Town of Barnstable � G 'THE i Regulatory Services . >iaxrrtr t, t Thomas F.Geiler,Director • y nrAes. . s639. Building Division Tam Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 wrmtown.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state ` zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual foi•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 log.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 rninimriin inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner • ti 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 rare t amend and adopt such a form/L-rdfication for use in your community. Q:for ms:homeexempt �w 05/02/2013 15:54 5087710663 SCHLEGEL-INSURANCE PAGE 02/02 DATE.immmorrYYY) CERTIFICATE OF LIABILITY INSURANCE 05/01/2019 FROPRESENTATIVE. HIS CERTIFICATE IS ISSUED AS AVE ATTER f' IN VELMYATIAMEN NLAil EXT$ND CCIR EA�TERO THEHTCOVER GES 6P( THAF ORAEDIC STY 7HEHOLD POLI EIS ERTIFICATE DOTS NOT AFFIRMATIVELY E�OW, THIS CERTIFICATE OF INSURANCE ODES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERS) AUTHORIZED OR PRODUCER,AND THE CERTIFICATE HOLDER. to IMPORTANT; rc the certificate holder fa ceIanrtain D oNelesAmay Mquire an endorsement. A9statement he onoon this f C110fiC8te does not confer rights�of the the terms and conditions of the poliCy, P certificate holder in lieu of such endoreentnnt(s). pAUL $CRLBGEL PRODUCER NAME' .. SQB--771-0663 Schlegel 6 Schlegel IhsgrancA BraXers Tnc NONE $DB-771-8381 —.— lAlC,No, -- 34 MAIN STk ET AooAT SPECZLINiURAJ C!',LVERIZ NZT PRODUCER . CU3TOMER,ID JJ_ - -,_ I NAIDa 4JmsC Xarmouth, 07673 -- —. —_. ... !NSURERI,.i AFF 01,111.COVFRAOE _ —.—j-.. �4788 INSURED _—. INBURRR ADiGM xNSLJ)RAt9CS COAt7'E'IQY -- Alex Bragg Dba Braga Broa Plumbing s Heating IW.uRER9PROGRESSZVE.— - 2. Md13ttTaoOd Rd I INSURERc: --. .— --.--.• ` — INSURER D ktarst:Ofie Mills, AtA 02648 INSuRr,TeE: — IN9URER F; COVERAGES CERTIFICATE NUMBER' Rf'VI510N NUMBER: THIS IS O CERTIFY •rHAT THE POUCIES OF INSURANCE I561) SELOW HAvF SEEN ISSUED TO ThIE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTVRTPISTANpING AP1Y REQUIREhIENT, TERMR CONDITION OF ANY CONTRACT OR OTHER DQ(:ULiENT vn'H RESPECT TO WHICH THIS CERTIFICATE; MAY BE ISSUED OR MAY PrR7A1N, TrE {N uftANGL• AFFORDED ay THE POLIGICS OGSCRISED I-ER NN IS SUBJECT TO ALL TI1E TERtAS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN N1AY HAVE BEEN REDUCED AY SAID CLAIMS, piSTTD4 ER —_,•,_ —.--•- LYR _..--TYPE OP INSMANCE :R y —.. POLICY NUMBER (41M!D MWODIYYYYI u � OF.NERAL LIABILITY OZ/17/2D191O2/17/2O141 E\GhICCCL'RREiJCE 2,DQQ,DDQ p, 1W03439T �>aAAdET6RFM1rEc s 500,000 _ COMMSRctAL GENERAL LIAAN-Iry F REMI?ES(C•e ocra reM M,— % `hEDFJCP(Anyormcereon) S1O,000 - L.�cvdal;.MaaE �g� -CUR I —.. FERSONALAAVINJURY �2,000,000-- — ' t E'v'ERAL AGGR_EGATC r 4,000,000 I IROO'JCTB•COMPIOP AGG 4,000,000 .-- OEN'L AOt?REOATE LitA'T I PPLIE$PF„R: PouaY 1 rcOT 1•c' 0457�117d O2/24/2013i02/24/2014 aa�tlnaOnq SINGLE LIMIT y 8 AUTOMOBILE IJAWLITY __ — ANY AUTO -IODfill U,v INJURY(Feperennl — F 100,000 1t ALL OWNED AUTO? IODILY INJURY(PAr Accident) ObO i i GCHEDULEDAUTOS ROPERT-DAMAGE UMBRELLA LIARCCCUREAC!i OLCU1iRF,NCEEXCESS LIAB CI,AIPA.9ddADCAGORECATE DEPRJCTIBLEWrISITIOvCWORKEReCONgENeATION OJCZ 315^376462^DSO 03/04/201303/04/2014 X TOOK IAND EMPLOYERS'LIABILITY Y I N !E.L C•ACH ACCICFNT — ANY FROPRI_TCRIPARTNMIFF.XEC'J-,IVENIA e f OFFICEF?wWIIER EXCLUDED? E.L.O',EASE.EA EMPLOYEE. 9 100,000 -- (Mandatary 1ANMI ...--' uMIT- 500 000 f yna,doxnbe vndnr - I E L.DISEASE.POLICY , DESCRI,1 VON OF OPERATIONS balm DESCRIPTION OF OPERATIONS J LOCATIONS I VEHICLU°,IAttncA ACORD tot,Add nnnl Ronv%&:andute,ff morn apace la mquuedl THE WORIM$ COMPTN$ATION POLICY DOES NOT PROVZD4 COVBRAGE FOR ALEXt BRAGP, CERTIFICATE HOLDER = CANCELLATION TOWN OF"BARN$TABLE 1 ' SHQULD ANY OF THE ABOVE OF.SCRIEfiD POLICIES 88 CANCELLED BEFORE 200 MRxN STREET BUILDING DEPT THE EXPIRATION DAfF THI AEOF, NOTICE 'WILL BE DELIVERED IN HYANNIS MA 02601 ACCORDANCE WITH THE POLICY PF OVISIONS, e - AUTHORMBO REPRO ATIVE - ' COMMONWEALTH OF MASSACHUSETTS COMMONWEALTH OF MASSACHUSETTS SHEET METAL WORKERS PLUMBERS AND GASFITTERS AS A MASTER-UNRESTRICTED LICENSED AS A MASTER PLUMBER ISSUES THE ABOVE LICENSE TO: ISSUES THE ABOVE LICENSE TO: ALEX B BRAGA ILEX B BRAGA 2 MOUNTWOOD RD ti ° 2. MOUNTWOOD RD MARSTONS MILLS MA 0264II-2111 `�- e MARSTONS MILLS MA 02648-2111 �—' - 6717 08/28/14 227270 15668 05/01/14 . 159310 COMMONWEALTH OF MASSACHUSETTS - •. . - l Gastite, ' �'LUMBEl2S AND GASFITTERS —LICCN-SED AS A-JQURN-EYMAN PLIMIBER;`. —rhesyscemrsu;�sotmtaii ISSUES THE ABOVE LICENSE TO: 4 The following person has successfully completed the Gastite certification Training Program and is hereby recognized as a ALEX .t BRAGA , P Qualified. Gastite Irstallei- 1 µ A'.ex Braga Ki Van Norman 2 MOUN -000D RD '� karra isstrucar m Brzga3res?;g&'r•;g 1.61712008 i Ccm.pa•-.y Ca:e MARSTONt' MILL.; MA 02648-2111 08G438610 Cettinca;e xo. 169525 31524 OLi'O1/14 159311 Author;zedtopt.rc aseard:nVa;G Ga ax,aiEGas'pig 1-BGOc"5?G2�8 ennv.Gas;6a.com • ISIri7+1:1WiJL:(iSL7 • 17/9& a to ce,�/* 461, The person named below has completed the TracPlpe certified by training program and is hereby atrlarded the Alex B Braga VGI Training had.,( c d4L-d a a EPA Approved CERTIFICATE OF TRAINING. ) .. September3D,1993. Technician TYPE UNIVERSAL Installer's Name Company ms 4o MR 82 .rrt 2302994 3/29/2011 / MOI aZ IOI3 Certificate Number Date ra t vat Traatirig orr rC2rtl Kate NO. ,3 9 S 8 3 M mmall0, 800.621.9419 SAFETY CERTIFICATE Name: Aicx Braga ', } �" Alex B. Braga Has completed Excellence In Safety's Roweret Registration Number: 169165 -�" Industrial Truck Operator Training at Botello Home.Center,Mashpee,MA.. Date: 12/10/2009 Richard Hughes,C.E.C.M. January 9,2008 Rinnoi Tankless Water Heater Trainer Training Date Installation Training Course s Taylor Design Associates, Inc. P..O. Box 1313 Forestdale, MA 02644 Telephone&Fax: (508) 790-4686 July 15, 2013 Mr. David Parrella Barnstable Harbor Builders P. O. Box 483 Barnstable, MA 02630 RE: 194 Bay Lane Centerville, MA Dear Mr. Parrella, .I have reviewed the exterior foundation documentation. The concrete footings were constructed in accordance with the submitted design documents and meet the requirements of the Massachusetts State Building Code, 8" Edition. Please feel free to_contact me, if you have any questions. Si cerel tr a` R. Gregory T or President i 4 Massachusetts-Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License:CS-W300 DAVED A PARI&L,�._, PO BOX 483 o M BARNSTABfX MA 02630 a Commissioner Expiration 02/17/2014 U Office of Consumer Affairs and Business Regulation 11 MAY 1�/6 U � r 10 Park Plaza.- Suite 5170 Boston, Massachusetts 02116 l Home Improvement Contractor Registration Registration: 169331 7 { Type: Corporation =' 11 Expiration: 6/14/2015 Tr# 240215 ENGINEERED CONSULTANTS, I'NC' DAVID PARRELLA 1.'z 42 P.O. BOX 483 ° w BARNSTABLE, MA 02630 h! f 4r Update Address and return card.Mark reason for change. SCA 1 W 20M-05/11 0 Address Renewal ❑ Employment R Lost Card �c�a��vi�aaizruealC�a��a�a�ruelta Office of Consumer Affairs&Business Regulation License or registration valid for individul,use only _ OME IMPROVEMENT CONTRACTOR before the expiration date._If found return to: egistration: '169331 Type: Office of Consumer Affairs and Business Regulation E 10 Park Plaza-Suite 5170 xpiration 6/_14/20t5 ! Corporation i *Y Boston,MA 02116 ENGINEERED CONSULTANTS INC DAVID PARRELLA 140 MAIN OSTERVILLE,MA 02655 v Undersecretary Not valid without signature REScheck Software Version 4.4.4 Compliance Certificate Project Title: 194 BAY LANE Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: New Construction Conditioned Floor Area: 1,169 ft2 Glazing Area Percentage: 28% Heating Degree Days: 6137 Climate Zone: 5 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: CENTERVILLE,MA BARNSTABLE HARBOR BUILDERS ..E '. • e i t -. s fi ..g f a.r•...,-,.. _ ors @- ' ' �. k:i° '. '--e;; wI Alu v Compliance: 1.5%Better Than Code Maximum UA: 259 Your ILIA:255 The%Better or Worse Than Code Index reflects how d ce close to complian the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 1 Envelope Assemblies Ceiling 1:Flat Ceiling or Scissor Truss 1,169 38.0 0.0 35 Wall 1:Wood Frame,16"o.c. 1,344 21.0 0.0 56 Window 1:Wood Frame:Double Pane with Low-E 348 0.340 118 SHGC:0.00 Door 1:Glass 21 0.340 7 SHGC:0.00 Floor 1:All-Wood JoistlTruss:Over Unconditioned Space 1,169 30.0 0.0 39 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 tom 2009 IECC requirements in REScheck Version 4.4.4 and to. comply with the mandatory requirements listed in the REScheck Inspection Che st. 61111 Na e-Title Si ature Date Project Title: 194 BAY LANE Report date: 05/23/13 Data filename: C:\Users\Fine Line Design\Documents\REScheck\194 BAY LANE.rck Page 1 of 7 REScheck Software Version 4.4.4 Inspection Checklist Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. 20091ECC Pre-Inspection/Plan Review Plans Verified Field Verified , Value Value Complies? `Comrrients/Assumptions 103.2 ;Construction drawings and £ ❑Complies [PR1]' :documentation demonstrate energy ❑Does Not Comply; code compliance for the building !ONot Observable i envelope. ,❑Not Applicable 103.2, ;Construction drawings and t ❑Complies 403.7 documentation demonstrate energy ❑Does Not Comply [PR3]' ;code compliance for lighting and ttk❑Not Observable 0" ;mechanical systems.Systems serving i❑Not Applicable multiple dwelling units must , { demonstrate compliance with the .. 1 `.commercial code. f 403.6 ;Heating and cooling equipment is Heating: Heating: .❑Complies [PR2]2 ;sized per ACCA Manual S based on Btu/hr Btu/hr T❑Does Not Comply loads per ACCA Manual J or other Cooling: Cooling: []Not Observable ;approved methods. Btu/hr Btu/hr :❑Not Applicable � f Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 194 BAY LANE Report date: 05/23/13 Data filename: C:\Users\Fine Line Design\Documents\REScheck\194 BAY LANE.rck Page 2 of 7 2009 IECC Foundation Inspection Complies? Comments/Assumptions° 303.2.1 ;A protective covering is installed to ,❑Complies [FO11]2 -protect exposed exterior insulation :❑Does Not Comply and extends a minimum of 6 in.below;❑Not Observable ' grade. ❑Not Applicable 403.8 Snow-and ice-melting system ;❑Complies [FO12]2 "controls installed. ;❑Does Not Comply (� :❑Not Observable :,[]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2, Medium Impact(Tier 2) 1,3 1 Low Impact(Tier 3) Project Title: 194 BAY LANE Report date: 05/23/13 Data filename: C:\Users\Fine Line Design\Documents\REScheck\194 BAY LANE.rck Page 3 of 7 2009 IECC Framing/Rough-in Inspection Plans Verified Field VerifiedValue Value Complies? Comments/Assumptions 402.1.1, •Glazing U-factor(area-weighted U- U- ❑Complies ;See the Envelope Assemblies table for 402.3.11 average). t ❑Does Not Comply a values. 402.3.3. 402.5 ; t :[]Not Observable [FR2]' :❑Not Applicable f f ) y 1 1 1 1 i i 303.1.3 ;U-factors of fenestration products are j E❑Complies ' [FR4]' :determined in accordance with the i ❑Does Not Comply; NFRC test procedure or taken from I[]Not Observable ;the default table. [❑Not Applicable i 402.3.5 :Sunrooms enclosing conditioned ! U- U- ❑Complies ' [FR8]' !space have a maximum fenestration :❑Does Not Comply i U-factor of 0.50 in Climate Zones 4-8. ;❑Not Observable - :New glazing separating the sunroom ;❑Not Applicable :from conditioned space must meet ; ;code requirements. 402.3.5 :Sunrooms enclosing conditioned U- : U- ;❑Complies [FR9]1 :space have a maximum skylight U- : : :❑Does Not Comply J ;factor of 0.75 in Climate Zones 4-8. :❑Not Observable : ❑Not Applicable 402.4.4 :Fenestration that is not site built is ❑Complies [FR20]' :listed and labeled as meeting Roes Not Comply; AAMA/WDMA/CSA 101/I.S.2/A440 or s❑Not Observable : has infiltration rates per NFRC 400 i❑Not Applicable :that do not exceed code limits.. [ 402.4.5 [IC-rated recessed lighting fixtures 10Complies [FR16]2 sealed at housing/interior finish and ❑Does Not Comply: r labeled to indicate 2.0 cfm leakage at ❑Not Observable : 75 Pa. 1[]Not Applicable 403.2.1 ;Supply ducts in attics are insulated to R- R- ;❑Complies [FR12]1 R-8.All other ducts in unconditioned R- s R- :❑Does Not Comply I :spaces or outside the building f 111 ❑Not Observable : ;envelope are insulated to R-6. k ,❑Not Applicable 403.2.2 :All joints and seams of air ducts,air C❑Complies j [FR13]1 :handlers,filter boxes,and building #❑Does Not Comply ;cavities used as return ducts are }❑Not Observable !sealed. I❑Not Applicable 403.2.3 ;Building cavities are not used for i❑Complies [FR15]3 :supply ducts. ❑Does Not Comply 1 {❑Not Observable : ❑Not Applicable 403.3 ,HVAC piping conveying fluids above R- R- ;❑Complies [FR17]2 =105 OF or chilled fluids below 55 OF ❑Does Not Comply ;are insulated to R-3. ;❑Not Observable a ' ;❑Not Applicable 403.4 ;Circulating service hot water pipes are; R- R- ;❑Complies [FR18]2 insulated to R-2. '0Does Not Comply :❑Not Observable : ' Not Applicable 403.5 ;Automatic or gravity dampers are ' Complies [FR19]2 ;installed on ail outdoor air intakes and �❑Does Not Comply, exhausts. i J❑Not Observable []Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) -2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 194 BAY LANE Report date: 05/23/13 Data filename: C:\Users\Fine Line Design\Documents\REScheck\194 BAY LANE.rck Page 4 of 7 2009 IECC Insulation Inspection Plans Verified Field Verified P Value Value Complies? Comments/Assumptions 303.1 !All installed insulation is labeled or the '❑Complies [IN13]2 ;installed R-values provided. ❑Does Not Comply: b �❑Not Observable i i❑Not Applicable ; 402.1.1, ;Floor insulation R-value. R- 1 R- ;❑Complies ;See the Envelope Assemblies table for 402.2.5, ;❑ Wood ;❑ Wood ❑Does Not Comply;values. 402.2.E [IN1]' ;❑ Steel ❑ Steel ;❑Not Observable b► :❑Not Applicable 303.2, :.Floor insulation installed per '❑Complies ; 402.2.6. ;manufacturer's instructions,and in I❑Does Not Comply [IN2J' :substantial contact with the underside ; of the subfloor. ❑Not Observable J❑Not Applicable 402.1.1, "Wall insulation R-value.If this is a ; R- R- ,❑Complies ;See the Envelope Assemblies table for 402.2.4, :mass wall with at least Y2 of the wall ❑ Wood ❑ Wood ❑Does Not Comply values. 402.2.5 ;insulation on the wall exterior,the ❑ Mass ❑ Mass :❑Not Observable [IN3] ;exterior insulation requirement ;❑ Steel ❑ Steel '❑Not Applicable 31 ;applies. , � ; , ; 303.2 ;Wall insulation is installed per 111Complies [IN4]' kmanufacturer's instructions. ❑Does Not Comply ❑Not Observable ; €❑Not Applicable 402.2.11 ;Sunroom wall insulation has a R- , R- ;❑Complies [IN8]1 !minimum R-value of R-13.New walls i❑Does Not Comply separating the sunroom from !conditioned space must meet code :[]Not Observable requirements. ❑Not Applicable ; 303.2 ;Sunroom wall insulation installed per '❑Complies [IN9]' :manufacturer's Instructions. S❑Does Not Comply E❑Not Observable ; Not Applicable ❑ 402.2.11 Sunroom ceiling minimum insulation ; R- R- ,❑Complies [IN101' �R-value of R-19 in Climate Zones 1-4, :❑Does Not Comply y, and R-24 in Climate Zones 5-8. , ;❑Not Observable ,❑Not Applicable 303.2 ;Sunroom ceiling insulation is installed { []Complies [IN11Jr :per manufacturer's instructions. i '❑Does Not Comply: i PY� 3❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 194 BAY LANE Report date: 05/23/13 Data filename: C:\Users\Fine Line Design\Documents\REScheck\194 BAY LANE.rck Page 5 of 7 2009 IECC Final Inspection Provisions Plans Verified�. Field Verified P Value - Value Complies? Comments/Assumptions 402.1.1, :Ceiling insulation R-value.Where>R R- R- ;❑Complies See the Envelowe Assemblies table for 402.2.1, 30 is required,R-30 can be used if ,❑ Wood ;❑ Wood []Does Not Comply values. 402.2.2 insulation is not compressed at eaves.:❑ Steel ❑ Steel ;❑Not Observable [Fl1]' R-30 may be used for 500 It'or 20% i ;❑Not Applicable (whichever is less)where sufficient : space is not available. 303.1.1.1, ;Ceiling insulation installed per 1❑Complies 303.2 manufacturer's instructions.Blown ~❑Does Not Comply [F12]' :insulation marked every 300 ft. ❑Not Observable ' �❑Not Applicable 402.2.3 ;Attic access hatch and door insulation ; R- R- ;❑Complies [FI3]' R-value of the adjacent assembly. ❑Does Not Comply :[]Not Observable ' ❑Not Applicable 402.4.2, ;Building envelope tightness verified ACH 50= ; ACH 50= ;❑Complies 402.4.2.1 :by blower door test result of<7 ACH T❑Does Not Comply [F117]' ;at 50 Pa.This requirement may 1 , :instead be met via visual inspection, '[:]Not Observable s in which case verification may need to ;❑Not Applicable ;occur during Insulation Inspection. ; 402.4.3 Wood-burning fireplaces have f❑Complies [F18? gasketed doors and outdoor ❑Does Not Comply 'ter combustion air. [ []Not Observable [❑Not Applicable 403.2.2 Post construction duct tightness test ; cfm 1 cfm ;❑Complies j [FI4]' result of 8 cfm to outdoors,or 12 cfm• j❑Does Not Comply ;across systems.Or,rough-in test ; ;❑Not Observable ' result of 6 cfm across systems or 4 ; ❑Not Applicable cfm without air handler.Rough-in test ; ;verification may need to occur during ~Framing Inspection. ' 403.1.1 ),Programmable thermostats installed iElComplies [FI9? on forced air furnaces. ❑Does Not Comply '[]Not Observable ; i . 4❑Not Applicable 403.1.2 Heat pump thermostat installed on 3❑Complies ' [F[10]2 heat pumps. J❑Does Not Comply y ❑Not Observable ; []Not Applicable 403.4 ;Circulating service hot water systems `-❑Complies [Fit 1]2 lhave automatic or accessible manual #❑Does Not Comply �, controls. ❑Not Observable ; []Not Applicable 403.9.1 Readily accessible switch on heaters ❑Complies [FI12]3 for swimming pools. ❑Does Not Comply; H !F]Not Observable ; i❑Not Applicable 403.9 2 ;Timer switches on pool heaters and ❑Complies (FI19]3. pumps are present. ❑Does Not Comply i❑Not Observable ; ❑Not Applicable 403.9.3 Heated swimming pools have a cover. ❑Complies ' [FI20]3 'Covers on pools heated over 90°F ❑Does Not Comply are insulated to R-12. !❑Not Observable ; ❑Not Applicable 404.1 ,50%of lamps in permanent fixtures I QComplies [17I6]' are high efficacy lamps. R01)oes Not Comply '[]Not Observable ; []Not Applicable 1 'High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 194 BAY LANE Report date: 05/23/13 Data filename: C:\Users\Fine Line Design\Documents\REScheck\194 BAY LANE.rck Page 6 of 7 ns Verified Field Verified 20091ECC Final Inspection Provisions PIE Value Value Complies? Comments/Assumptions 401.3 ;Compliance certificate posted. ❑Complies [FI712 ❑Does Not Comply fr3 ❑Not Observable ❑Not Applicable 303.3 ;Manufacturer manuals for mechanical ![]Complies [FI18]3 :and water heating equipment have ;[]Does Not Comply been provided. g❑Not Observable S I❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 194 BAY LANE Report date: 05/23/13 Data filename: C:\Users\Fine Line Design\Documents\REScheck\194 BAY LANE.rck Page 7 of 7 2 09IECC Energy Efficiency Certificate Wall 21.00 Floor 30.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): emu Window 0.34 Door 0.34 Heating System: Cooling System: Water Heater: Name: Date: Comments: AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 194 BAY LANE CENTERVILLE, MA Q Check 1.1 SCOPE Compliance 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) ..................................................12 5 12:12 Q MeanRoof Height .....................................................................(Fig 2)...................................................20 ft <_33' Q BuildingWidth,W ...............................................................(Fig 3).................................................. 56 ft <_80' Q BuildingLength, L ..............................................................(Fig 3)...................................................28 ft <_80' Q Building Aspect Ratio(L/W) ...............................................(Fig 4)....................................................2 <_3:1 Q Nominal Height of Tallest Opening2 ..........................................(Fig 4)..................................................6'-8"5 68" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. Q ConcreteMasonry.................................................................... ................................................................ N/A 2.2 ANCHORAGE TO FOUNDATION1,3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ..........................................(Table 4)................................................... 32 in. Q Bolt Spacing from end/joint of plate ............................(Fig 5).........................................12 in. s 6"—12" Q Bolt Embedment—concrete.........................................(Fig 5)..................................................7 in.z 7' Bolt Embedment—masonry.........................................(Fig 5)............................................ in.z 15" N/A PlateWasher...............................................................(Fig 5)...............................................z 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'-0"_ft<_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 5 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)..........................314 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).........................8'-6"ft <_10' Q Non-Loadbearing walls................................................(Fig 10 and Table 5).............................18 ft <_20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................16 in. 5 24"o.c. Q WallStory Offsets ........................................................(Figs 7&8)............................................—ft 5 d N/A AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-8 ft 6 in. Q Non-Loadbearing walls................................................(Table 5)........................................2x6-18 ft 0 in. Q Gable End Wall Bracing' FullHeight Endwall Studs............................................(Fig 10).................................................................. Q WSP Attic Floor Length................................................(Fig 11)............................................. ft 2:W/3 N/A Gypsum Ceiling Length(if WSP not used)...................(Fig 11)..............................................26 ft z 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) HeaderSpans ........................................................(Table 9)..........................................6 ft 0 in. <_11' Q Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in. <_11' Q Full Height Studs (no. of studs)...................................(Table 9)..............................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)..........................................8 ft 0 in. <_12' Q Sill Plate Spans...........................................................(Table 9).................................. ft_in. <_12" N/A Full Height Studs(no. of studs)....................................(Table 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6-8"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)......................................................71% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... 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..........................................(Table 11).....................................................12 in. Q Shear Connection(no. of 16d common nails)(Table 11)............................................................4 Q Percent Full-Height Sheathing.......................(Table 11).................................24% Q ........................................................5%Additional Sheathing for Wall with Opening>6'8 Wall Cladding Ratedfor Wind Speed?.............................................................. .............................................................. Q y 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 s smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)...............................I..............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 s 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. NIA Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness........................................... ...............................................5/8 in. z 7/16"WSP Q Roof Sheathing Fastening............................................(Table 2)...............................................I...........8d Q 194 BAY LANE CENTERVILLE, MA MEETS THE CHECKLIST IN IT'S ENTERETY THEREFORE THE :FOLLOWING NOTE APPLIES: 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 AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 -WENTHR EDGEMMM ON F1tAMING USESd NAILS A'f 6b.1c. ---------- it i� N F 11 It 4 u ii ! t W IY 1 1 1 II n 11 11 11 It � 11 Ir 1 It I 11 I! 1 II J 11 1 I Lj 11 it E 1 11 11 1 IA 1 11 to !1 ! !1 tl t w.�1ta�,—�C��-y�-Uf...�c1 NAILSPACM See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment I AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 1 wuo , 1 + 4 / 1 ir i Ir I� ei 1 FRAMING MEMOMi I i EDGE MERMEDIAT£ i 1 1 ji {E 1 I r Z �eroy t . -----.- ---.-.tom •---+ STAGM EO 3"MK AWL PAT IERN PMIEL PA19E_EDGE DOUBLE NAIL EDGE SPAOIG DETAIL Detail Vertical and Horizontal Nailing for Panel Attachment i t Bk 27-?96 p0 1 l tea• 022375 4 DEED RESTRICTION WHEREAS, Cynthia H. Parrella of P.O. Box 483, Barnstable, MA 02630, is the owner of 194 Bay Lane located in Centerville, MA, and being shown on a plan entitled "Plan of Lots in Centerville, Cape Cod, Mass. Belonging to E. Robert Miles and Elizabeth Miles, Scale 1"—50',April 29, 1968,Nelson Bearse-Richard Law, Surveyors, Centerville", which plan is duly recorded with Barnstable' Registry of Deeds in Plan Book 220,Page 81. WHEREAS, Cynthia H. Parrella, as the owner of said lot has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to containing a disposal works construction permit in compliance with 310 CMR 15.00 State Environmental Code, Title V,Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and authorizing the issuance of a building' permit for the construction of a single family home on this property, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document. NOW, THEREFOR, Cynthia H,Parrella does hereby-place the following - restriction on the above-referenced land in accordance with her agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: 1. 194 Bay Lane, Centerville, MA may have constructed upon the lot a house containing no more than three (3) bedrooms. Cynthia H. Parrella agrees that this shall be a permanent deed restriction affecting the house located on 194 Bay Lane, Centerville, MA, and being shown on the plan recorded in Plan Book 220, Page 81. For title of Cynthia H. Parrella, see Deed recorded with the Barnstable Registry of Deeds in Book 27201,'Page 113. Property Address: ` 194 Bay Lane, Centerville,MA 02632 Bk 27296 Pg115 #22375 Executed as a sealed instrument this I Oh day of April, 2013. thia H. Parrella COMMONWEALTH OF MASSACHUSETTS . Barnstable; ss. On,this 16th day of April, 2013, before me, the undersigned notary public, personally appeared Cynthia H. Parrella, and proved to me through satisfactory evidence of identification, which was a MA driver's license,to be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose. Notary blic. Michele Cap .d - o'11oEk' M commission expires: Y p ; r , s BARNSTABLE COUNTY REGISTRY OF DEEDS ATRUEhCOPY,AT JOHN F.MEADE,REGISTER BARNSTABLE REGISTRY OF DEEDS i The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers AQplicant Information Please Print Legibly Name (Business/Ora nizafion/Individual): Address: & Apx City/State/Zip: 5 ,1 Phone 7.4 Are you an employer? Check the appropriate box: Type of project(required): 1.0 I am a employer with 4. 0 I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. New construction 2.El am a sole proprietor or partner- listed on the attached sheet. 7.J�Memodeling ship and have no employees These sub-contractors have 8. D Demolition working for me in any capacity. employees and have workers' m insurance,$ 9.. 0 Building addition [No workers comp. insurance p required.] 5. We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself: [No workers' comp. right of exemption per MGL 12.7.Roof repairs insurance required]t c. 152, §1(4),and we have no 13.❑ Other . : . employees. [No workers' 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 dffidaM indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number,. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: 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 may be forwarded to the Office of Investigations of the DLA for insurance coverage verification. I do hereby,certify unite pai nd penalties of perjury that the information provided above is true and correct -Si afore: /1� Date: Phone#: �7?�"�Z��3C-4� Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.ElectricaI Inspector 5-Plumbing Inspector 6..Other Contact Person: k. 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 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 .. j 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 j 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-contractor(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 enterthei.r self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city.or ' town)."A copy of the-affidavit that has.been officially stamped of 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 Abe filled.out each year.Where a home owner or citizen is obtaining a-license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would lice to thank you in advance for your cooperation and s7iould 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 Briton,MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 4-24-07 www.mass.gov/dia r 0 / AQ� i FORM 153 The Commonwealth t .of Massachusetts IA use`-oni,�— �j Department of Industrial Accidents Office of Investigations-Dept. 153 SEA' 16 7ol 600 Washington Street—71h Floor,Boston,hfassachusetts 02111 http://www-mass,gov/dla 1W-" Ic:t�71E N }Inv t.15WOfIDEIf:'11tr* ,,,, y AFFIDAVIT OF EXEMPTION FOR CERTAIN A_CORPORTF OFFICERS OR DIRECTORS Chapter 169 of the Acts of 2002 amended M.G.L. c. 152, §1(4) by adding the following paragraph: "This chapter shall be elective for an officer or director of a corporation who owns at least 25 percent of the issued and outstanding stock of the corporation.Notwithstanding section 46,these provisions shall apply only if the corporate officer provides the commissioner of industrial accidents with a written waiver of his rights under this chapter. Said commissioner shall promulgate regulations to carry out the purpose of this paragraph. Violations of this paragraph shall subject the corporation to the penalties set forth in section 25C:" Pursuant to M.G.L.c. 152, §1(4)as amended, I/We the undersigned officers of.' (Name of Corporation and Address} S q L?d each holding at least 25%of the issued and outstanding stock in said corporation, do hereby invoke the G�f7.7 right to be exempt from the provisions of M.G.L.c. 152, §25A and therefore are not required to carry a workers' compensation policy covering the undersigned corporate officer(s)or director(s). I/We the undersigned do also waive any and all rights to make claims for benefits as defined in M.G.L.c. 152 for any injuries that may be sustained while in the employ of the above-named corporation. Further, I/we the undersigned do understand that,should the above-named corporation hire or have in its employ any employee(s)in addition to the undersigned corporate officer(s)or director(s),said corporation is required to obtain workers' compensation coverage for the employees)as prescribed by M.G.L.c. 152, §25A. I/We the undersigned have read and understand the statements and obligations as delineated above and 1/we have checked the appropriate box below my/our name(s) indicating my/our desire to be exempt or not to be exempt from the provisions of M.G.L. c. 152. Sig u the pains and penalties of perjury: X� �D f AkAr 4_ Ars F' 2.f 20 r/ ®'S Print Name&Title Date(mm/dd/"yy) I wish to exercise my right of exemption or 1 wish NOT to exercise my right of exemption Signature Print Name&Title pate mM' r 1 wish to exercise my right of exemption or []I wish NOT to exercise my right of exemption 'YYY}Q Signature Print Name&Title 1 wish to exercise my right of exemption or 0 1 w Date(mnt( d/ wish NOT to exercise my right of exemption i Signature Print Name&Title Date( v I wish to exercise my right of exemption or,0 mttttd/yyyyy I wish NOT to exercise my right of exemption Note- � J ' ALI.ELIGIBLE CORPORATE OFFICERS MUST SIGN.THERE CAN BE NO MORE THAN 4 SIGNATURES.Instsnciions on back. Form 153-10-2"2 oFmE T Town of Barnstable * Regulatory Services * BAMSTABLE, y� mass. g Thomas F.Geiler,Director iOrE1 " Building Division Tom Perry,Building Commissioner 200 Main Street,I1yannis,MA 02601 www.towmbarnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, �YN 1�f�/-� � ' , as Owner of the subject pxoperi7 Hereby authorize.L 1 I� � � to act on my behalf, in all matters relative to work authorized by this building permit 1 q4 (Address of F CF-ATF�� (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Sigluture of Owner Signature of Applicant Print Name Print Name BARNSTABLE HARBOR BUILDERS . P 0. Box 483 BARNSTABLE, MA 02630 4I ZvI1-3 Date Q:FORMS:OWNERPERMISSIONPOOLS 62012 Town of Barnstable Regulatory Services sAxxszAX4 Thomas F. Geiler,Director MASS. Building Division �plFD MA'1 h Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax:.508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: ' II JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code ,The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION 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 requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. j 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 rmponsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may can t.amend and adopt such a form/certification for use in your community. i Q:forms:homeexempt r, t Home Energy Raters LLc BTorrey @EnergyCoaexelp.com Box 989,E.Sandwich,Ma 02537 888-503-2233 Duct Leakage Test Address — 194 Bay Lane Centerville, MA 02632 µ Date - September 27, 2013 Contractor— Braga Bros. Test Type - Rough In - Total Leakage-Includes Air Handler/Furnace Conditioned floor area = 1325 Sq Ft (Area Served) To comply with Section 403.2.2 Of the 2009 IECC,Code in this home the Maximum duct leakage CFM < 79 CFM (1325/100x6= 79) Duct leakage tested = 38 CFM This Home complies with Section 403.2.2 Of the 2009 IECC Code .Test Mode - Pressurization Test Pressure = - 25.0 Pascals Equipment - Series B Minneapolis Duct Blaster Duct Leakage as Percentage of Floor area = 2.87% g Contact our office with any questions, Bruce Torrey, w Certified HERS Rater 4 Home Energy Raters LLC K a • Home Eller y Rate's LLC BTorrey @Eneigt%CodeHelp.com Box 989,E.Sandwich.Ma 02537 888-503- 2233 Duct Leaka e Test �> Address 194 Bay Lane Centerville, MA 02632 Date November 4, 2013 Contractor Braga Bros. Test Type Post Construction Leakage to Outside-Includes Air Handier/Furnace Conditioned floor area = 925 Sq FT. (Area Served) To comply with Section 403.2.2 Of the 2009 IECC Code'in this home the Maximum duct leakage CFM < 74 CFM (925/1 OO.x8 =74) Duct leakage tested = 52 CFM This Home complies with Section 403.2.2 Of the 2009 IECC Code Test Mode - Pressurization Test Pressure = - 25.0 Pascals Equipment - Series B Minneapolis Duct Blaster Duct Leakage as Percentage of Floor area = 5.62% Contact our office with any questions, Bruce Torrey, Certified HERS Rater Home Energy Raters LLC a h T C:ti /r JOB TAYLOR DESIGN ASSOC., INC. SHEET NO. _ of P.O. Box 1313 0 Forestdale, MA 2644 CALCULATED BY Gr H OF E 4 -LL.(.. IS Tel./Fax: (508) 790-4686 CHECKED BY �✓ - - SCALE Q•LCt»_G�. ..0.1C:... . l..s'T�NC�► a9v..�01�."�teKa....... ...... �T.. 1...... .'.��.y.�}eJ.s6.T i..Q� Ti�t'E .t3.Je ow,.ar, ..c+�lf.>,;.b'. Dearcr ws _. . .... V-b ._.. ....... . .. .. . .. . cu _= t.+..- 3©e o...ps ..1..4...re.� �7 S.. ... . . .......... c. 54- A.47_ .._ �..1 - �Ncs L 7oack._.. ... SThs c w -:_Q-•..O l-. 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E.o. .. . .. � . _. .. ......... Zk ...._. .�tg �.�C1 ¢ .( ,s-.:. . .. ...... ... �. 388 .. . ___ ..... 8...1A.M't2 „lei er rcc. ........... . .... .. . .. ...- .....2.�to.._S w. . _ ;....... .. S4�-.. ........... _. ..... _ ayE ' . S...C3L. . Tay►... _Z t.Z- w. L.... ..... :" _; t¢3.P_c. . .................... JOB �� TAYLOR DESIGN ASSOC., INC. SHEETN . f O �� OF �J P.O. Box 1313 - COT 'w- Forestdale, MA OZC)44 CALCULATED BY DATE J Tel./Fax: (508) 790-4686 f CHECKED BY DATE qL���Y C..�.�•� �T V044C,c.G SCALE ....... ................ :. .. . �t rTc- .._ . am __ ........... c ....:..-yl�, .. ...�'�.. C3d-� j1.74 5... _........... .... Z arR-Gtat._..... ... ... .. .... ._................. Qt. -:Q-t."— `t9.� .: �� * . 3 ... ... . ... ... _. . .......... 3 2 Zl3q� ...... ? _ 8.3.9 PS,. ... ... ... o . c►.t.S�r5....... s.:Paa ., . .. lG. .. W... _.. ` .1Z T-��.. .. ' oG w= 8 Cc. ._ 7 4.3._Ps.F... .... . W. ........./tea ........ .. .. ................ ... ........ . �3ea ..tc 3�.. .. 'p ........ .. �►- Svwt ..... to Pg ._........ . .. . tea' . - � z = '7 rF o k JOB 9 b TAYLOR DESIGN ASSOC., INC. SHEET NO. OF P.O. Box 1313 /1 Y 4 -��-1g Forestdale, MA 02644 CALCULATED BY DATE Tel./Fax: (508) 790-4686 //�� tt CHECKED BY DATE t A F �+�+�C C repvv&4,= . SCALE ............. .... Y ................ ................................................_......................... ....................................,.. _...._............................ .. ...... .. : . ..:.. _...,o 1t3 1.. . ...._.'3P .. .. A-_ ..__ �o..... ...� Qs . t C.,:. Gr .. . .. .... _._.. S�1 o t +� c.J... C�4rof to lb_4o pc,, - l4 t o40 = ',� ....... _.. �/: z. d. ? .gym Z ... ..... . .. . .. 177 17 3�a. .. ......... 3•L..:.. .. { ... _.. 3 -... 3�0. ... 3 z4a 73.8 Pc.F......... . ......... .. .. ..... 1 14 .._tz to... o_ .. .... ee ..... .... Z4.a .... . :.......... 3( ............................ . ...1_.037..._...o. ..R-.�.4�•+C_ . _ 1� .. o �........... ................... G. r. _ : . K. 3 emu►. .....Z.Zt....pst { zsr�P3�........... .......... . .....: . .Z�' I, . .4 _`.. .... ,tom ? t. ... . . 'c.. .t.o.. .BG� .... Y � TAYLOR DESIGN ASSOC. INC. j0B3�a t P.O. Box 1313 SHEET NO. Forestdale, MA 02644 CALCULATED "� Tel./Fax: (508) 790-4686 DATE 4 ckCHECKED BY �'!' � u DATE �"�� r` • 'SCALE ........ .._..... ..... .4....lFT. ct .. ...SC R. »..FiO... � F C .... .... . ..5.. .t.4Z.. ...zsz ....... ._. . . . Z x _.. .. .. .... . .......... � T Le�o4� .. mo r_... ............ .........._ L Z.. 'Fc.®eR- . ..4 Z Za7 rsz ov�+roq. as . ....... .. 8 6Sa.c.►Fi►'.. t4S'�cF = S8 p S.ml.` e/vaa.. _.._._ F -;.. r...e7 l _ . 40 Pct� Z M' , . ._ 8B �. �r ... t7L a4�:-4G0 �.................. ._. .....:.. ............ _. .. ... . ................. ix. ... 3 0 .... ... . 3'74S ..1................. �TM�TQ► ,o The Town of Barnstable Department of Health, Safety and Environmental Services � Building Division M� ���� 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M.Crossen Fax: 508-790-6230 Building Commissioner r Home Occupation Registration Date: Name: 1>&442 04 1V ►y - OZ— Phone#: —7 7 - S� Address: 1 2 = f2 L-PfYV V� Village: -re�U 1"::1-5 �2 Type of Business: 60 M P M TJFK V A T"I Nc Map/Lot: INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4.1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor,no visual zw alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling umiL • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwellingwhich are not customary in residential buildings,and there is no outside evidence of such use. o No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular . matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in e.xcesi . of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or egt#menL • There n no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot eontainiagthe Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Oetupation. If the Gtistomary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent reside=of the dwelling unit. I,the undersigned,have read and agree with the above restrictions for my home occupation I am registering Applicant: Date: Homeoc.doc °`THE.T TOWN OF BARNSTABLE BARNSTABLE, i "6 9. BUILDING INSPECTOR ° p MAI a APPLICATION FOR PERMIT TO ...... .............�........................... TYPE OF CONSTRUCTION ................ .0.0v.... '�!'1AA�... �`rj"f/...... . �..r... ..... ......... ..... ....... .........S E T,.. Z-.. 197.1 . TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for 1a`permit according to the following information: Location ...................3-Ay...L�':1.N-E...}.... -. .I••�l...l.. VI. .. ......... ?... ... ..1............. ProposedUse ..........RESIDENCE...........................................................................................................I......... Zoning District ............ ,V....r. ......................................Fire District ...GENTERYUZ.-. STERVILLE Name of Owner ]`!.l.tl.Y.1.e..G7 ANDE1'5..,.........Address 198 H A R G, r.IAVE,.).14.W...P..H IS, �+ r /ant nA � -r-�Nnt.3Sioy Name of Builder ... ....L..'7. .i...N. y.....................Address �ll`. �l.Y V'1.t........................ Name of Architect . . ... Address..1�Au 1.1�"'.''.3�1�A�VD�.. .O'gC,..PAREM-TA\I-L-.V)�AF-M.t>H),S. Number of Rooms ......... ........G.........................................Foundation ... Q .f�. ..CJ�j.r.�..�..� .!.............. Exterior ..............Wdd.t�>...55-4-DING....................Roofing .........A&PH . ........................................ Floors ..................HA .W0..V1>..........................Interior ....Gyt', -BoAkL/. ..:, /Z.>.l.. [C-7..... Heating ...............PORC4w.,DAIR.........................Plumbing .../A..UAT/4... ...1..FUNUI1Ev.......... I KtTc EN Fireplace .............C.mcf.. ,,.Loc)<.........................Approximate Cost ..... ........ ... 2�,0bCS � Difinitive Plan- Approved by Planning Board ________________________________19________ . 9 s'l S6 Diagram of Lot and Building with Dimensions Fe e— , 7 O W te m C SAY Lf" NE o � ® C! zJ W,> UJ Z O Q T d TLXUJ `0--"--` ZO .J p0 w n M: a, \O O z Oz _ W � _ ,Q `,\ o - 37 a v N a z "�Q)tz Qom. . b I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ................ `...../ r...:............:............................... Benander, M. M. , v ' 14.221 one story o ................. Permit for .................................... / single family dwelling G �j .................................................................... } / Location Bay Vane ............................................................... ........................enterville /-Z .J M. M. Benander I { Owner .................................................................. frame Type of Construction .......................................... s ................................................................................ P, Plot rf ............................ Lot ............1................. Q .. a 1000AI\ , September 2 77 VAo 1% T Permit Granted ....................... ... 19 �Qrr�� dsac Date of Inspection ...........19 Date Completed ......................................19 PERMIT REFUSED a ................................................................ 19 i•�v-1d N ............................................................................... f /Z' 1 ............................................................................... � -►V H`1d PPk Approved ........... 19 " F ` ............................................................................... .................... ......................................................... k f F 42'-0° 4'_bn 12'_Ou 4'_6." R w V, `° 6x6 P.T. POST - GALV. METAL POST ANCHOR ` 24 x24"x4B° CONCRETE PIER TYP Al _ L V • EXISTING i 10" CONCRETE WALLEll (-� m I� I- 96"x80" SLIDER - h�eyy EXISTING b•d EXISITNGi 10" CONCRETE WALL �y'1 �LIJ 10' CONCRETE WALL I d � lu E-4 I �A . III U w zm V I EXISTING N I (CONCRETE WALL _ FINISHED iiiN - �1 Fy(•� I I } BASEMENT r ;;; I I I r Vllvy` �Lcof►i �'; E� NEW COCUM / ✓ - I PST UP PT 2xl0s - - '^ I CENTER ON , I ON EXISITNG Y� _ °iY0 RIDGE - - 10 I I C @ 16"O.G. I NEW GABLE 1 FOOTING _ f t— _ NEn FLUSH I e. _ —7 �i I EXISITNG -—- FLOOR BEAM -�I -®�� -�-- - — --—-—1--� FLOOR BEAM L_ J L_J ZN U EXISTING - yni _yy rcxU CONCRETE WALL - ~i - a `-9 �.n[17�p U1iy ----� -- -- ---__ Lo (rrl r Lo . 00, EX15TING N - 10" CONCRETE WAL BATH - w Q - EXISTING - z _ I - EXISTING .10" CONCRETE WALL u Q STEP - J ... ;_ -- .. .. ...E.... .... 1 C Co L ` W i F � z II'-9 1/2" `r; 30'-2 1/2" _ w 1 42--0" TA Y FOUNDATION PLAN SCALE V4'=1'-O' c re4 Ix JOB: 1302' DRAWN BY: KW DATE: 5/I3/13 R 28 - Y LOT 3 ` O�/�Q��,�✓� N/F � 20 3.6 LISA M. MCNAMARA FLOOD HAZARD ZONE � P* G A10 1 - N" x�4 10 2 6 1 19 14.3 EW5 T 11.8ti O 5.9 - S4316'02"E �00� 9�0�� 154 Irr'n 0 5 20 48 � _ 150.00' a.a 0," _ 14 3 y +r 5.9 f..r- y P CB, H .y _ �j_ 3.s 21,r n '� Oy p FOUND \ 1 /_/� BEAa� ` \ TRANSECT A-A ,�,�, ✓x �,ti E CELLAR F,, _ LOT 2 or co17.4 PROJECT \ SCALE: 1"=20' �3.6BARNSTABLE TOf� a.i x�� �� N ' �-�'' �1 5\ I N F LOCATION CENTERY/LLE OF COASTAL BANK 1 �� \ I I / BAY LANE �- a air, `. �� r0� 2F`�\\ L t4 PLANTER \� l I JO--ANNE M. MURPHY HAR19OR 103.7' `_\� 1 �9,y�0 l l.a 1 X.5 J > J 20 3.7 - EW4 29 6.9 B ��i EXISTING 15.5 J I LOCUS ��_ ,il+ ;y ` �\ HOUSE&94 , EX/SANG S£/°AC NOT TO SCALE FLOOD HAZARD ZONE 3 7 p 16.4 F. 10 �..44,�. j _ter_ + x rn� LL 8.20 n 6- REA/OfED� 2,T 1 V 1 _9.8 - �I' a n J A 6.9 �`+- Zg j�X° x 7. J B -- PROPOSED 500 O 0 11 35 3.6 X _ 7' 15. 0 5' GALL GIN SEPAL TANK O 2 ` �.9� C >O. 7 vo S3 ��---;_ a ' D q w O �'' x 14.. I + EXISM0 FA/LE0 A - f�Y/31 1 I I LEACH/NG P/T. REMOLE C TRANSECT B B PARCEL 25 0 1 a; , J CGYVCRETE UN/T. 14.8' SCALE: 1"=20' N/F ; U) �3 5 .ter. Q J 50' SEIEACK 16JI u r- - 1,12 I THE L W)9?ACr6W WALL EDWARD M. z \ ,jr)1 F'I 1 Rory wETLAND� 8•� o i DECK Z I t 4.3 EXCA11A)F 5'ALL ARWNO HOLTZMAN (I A I AND OOMN TO THE C LOT 1 1 4.5 I 9. - C7 15 c� 3 8 LAYER (ESAMATED AS 20 /FLOI� HAZARD ZONE 20,250 f S.F. 3-9� x 6.8 Pi A 1�TER �� \ I ! 2.5'tJ AND REMOY£ALL �Z / / % UNSU/TABLE MATER/AL AND 10 A10 EL 11) 7.7 f 63't 10,3 \ 31't \ `1° `!� \\I I REPLACE N!A/ CLEAN I 6VAR.5E SAND UP TO 7Nf- 1 _ , Ewe , /0a or A/E S,57-,. )WE LEGEND --10-40 }'I` / c�=1D ?>S,- s 1 'r^� 1 t•J .3 - 'XZ oy D/FFUSORS REPLACEA/ENT MA7FR/AL 0 / ,I �� �7 r o 141 i ,P 1_ iNTH J' OF STCWE'ALL SHALL GLYVFGI?M To Th'E 0 27 ,� I I '� 1 AROUND AND BETlf£EN .SPEC/F/CAAGwS sET FG1?7NNOM ,�6 C*// � 11 2 1 T 1 3 - --J I /N ato OWR 15.255 (J,) -------..-- EXISTING 2' CONTOUR ALL D/STUfI'BED AREAS 1a' b.4 9 0 a, 2 N 1 (AT1E.5� / /y° ----14�' �,Q I , 13.6 10 EXISTING 10' CONTOUR TRANSECT C-C ,S�/,4LL BE RCkf-GCTA7F,0 3 7 x , * x -' / : -/ E � •����n� rn n , - $.9 x 8.5 1 / �� I I da. -.1 _ /� /11_� x 2.2 �, I x 11.5 EXISTING SPOT ELEVATION SCALE: 1 =20 -- - / /EW1 i� / ` I PRr�OSED TELEPHONE, all, Y al+, 3 8// / ? /= 1It �p' 5 C.4B AND ELECTR/C.LE / � �.=` ti I _. PP c-Q, EXISTING UTILITY POLE 20 4.8 - --4-- alr, / / �t� $� ��P C� b � - ' J FLOOD HAZARD ZONE _ --f / 10.0 GC I a EXISTING HYDRANT A10 (EL 11 .x 1 % 6�,1 _ _-i / - N43'1s 02 W r FOUND/ \ / o CONCRETE BOUND WITH DRILL HOLE 10 6 �� 1 �" *<11 ' /CB/DH f�- �z_ I FOND CB DH 50.00 , / 11.4 FOUND z1.5X 11.3 GUA DRA L N 1"0 1773 12� / AV 9.1 -0 3 �� EXISTINGGAS LNG ��- f PAVEM N 1 TOWN COASTAL BANK 0 9.4 11'3�-U, CATCH 10-2 C- ---,_,�-. . __._ -PI' 11.1 \ r . .,....-. ,.r 0 20 35 BASIN 1U.5 ` RIM=10.18 t1.4 STATE COASTAL BANK TRANSECT D--D BAY (�°� ""DE) LANE N07�• ' �0 10.2 THE CONTRACTOR SHALL 0ET7RM/NE THE SCALE: 1 =20 ` DGE OF CATCH .-PAVEMENT- ---.---_. -12 LOCATION OF TH£EX/ST/NG WA SERWOE- BASIN � AND SLEEK£/N ALL AREAS LESS )7-IAN /0' RIM=10.19 oAti '� FROM THE PROPOSED SEPTIC SYSTEM. 20 0 10 2O 40 20 6.4 12.8 PEEK FLOOD HAZARD ZONE CB/DH A10 EL 11 FOUND CB/DH @FSICHMARK:10 14x�_ � TOP OF.HYDRANT FOUND SCALE: 1 INCH = 20 FEET 1 V L 1 10.9 EL: 13.45 9 I/ .0 0 0 18.5 35 PARCEL 77 PARCEL 11 TRANSECT E-E SCALE: 1"=20' PLOT PLAN FOR #194 BAY LANE PREPARED FOR SEPTIC SYSTEM VARIANCES REQUIRED: BARNSTABLE HARBOR BUILDERS IN 1. TOWN OF BARNSTABLE SECTION 360-1, MINIMUM SETBACK FROM SEPTIC SYSTEM COMPONENTS TO WETLAND AND COAT . BANK, 100' CENTERVILLE MA GENERAL NOTES• PLAN DATE: MARCH 20, 2013 PLAN SCALE: 1"-20'2. 310 CMR 15.211 (1) MINIMUM SETBACK SEPTIC TANK TO CELLAR WALL 10'. ACTUAL SETBACK T ��41 OF M , < qss 3. 310 CMR 15.211 (1) MINIMUM SETBACK SEPTIC TANK TO PROPERTY LINE 10. ACTUAL SETBACK 5' o�� q� MIctIALLJ. 4. 310 CMR 15.211 (1) MINIMUM SETBACK SAS TO TOP OF COASTAL BANK 50'. ACTUAL SETBACK 31' aoasELu N 1. HOUSE NUMBER: 194 a CIVIL CIVIL ENGINEERING M III, r T WETLANDS PERM"NG 5. 310 CMR 15.211 (1) MINIMUM SETBACK SAS TO PROPERTY LINE 10'. ACTUAL SETBACK 5 9 No.35054 4 U �T 2. ASSESSOR'S NUMBER: MAP 186, PARCEL 75, LOT 1 A90�SS/STv- �- WASTEWATER DESIGN ij COASTAL ENGINEERING 3. ZONING DISTRICT: RD-1 ��orvALE� � � � G� _ TITLE 5 PLOT PLANS . "��$° PIERS AND DOCKS 4. FLOOD HAZARD ZONES: C, B & A10 (EL.11) (F.E.M.A. MAP #250001-0016D) GINEER� LAND USE PLANNING COMMERCIAL/RESIDENTIAL 5. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY. 6. ELEVATIONS SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM. 4/4/13 ADD TOWN COASTAL BANK, ADD LIMIT OF WORK, ADD 50' SETBACK FROM WETLAND ser�y Cape cod and .Sartheostern A/ossochusetts 7. LOT COVERAGE BY STRUCTURES: 1,515 S.F./20,250 S.F. = 7.5% 3/28/13 REVISE EDGE OF WETLAND. 141 LOCUST ST. UNIT A - FALMOUTH, MA 02540 - 508.495.1225 - 508.495.3229 fax - DATE REVISION PROJECT NUMBER: 13016 CAD FILE NAME: 13016SP I DRAWN BY: L.M. SHEET 1 OF 2 R 28 LOT 3 . N/F 5 7 LISA M. MCNAMARA s F� ,� G� 18.o <`Do xOO O II, EW5 8 y 'yy 7.1 4.0 �0 S43'16'02"E 40, �'o \ 5.5 I ND O 150.00' 8.8 0.c x 1 4.3\ 1-6� _. 17.8\ A�, 5.9 x 1 �o CB/DH CRAIGMLLE \ ! 3.6\ y9 OyF ti� FOUND -�~ BEACH \ x- �y TDlov OF trj O 4.s a) 17.4 LOT 2 ��PROJECT \ ON 3.6BARNSTABLE Toles x 8.1 49l r, n \ 15.5\\ I i N/F BAY LOCLANECENTERI9LLE -COGI ASTAL BANK oy I JO-ANNE M. MURPHY HARBOR \ l, III. �' 14.8 � t1`1,.a 15.5 103.7 I y vopo Dx €W4 I LOCUS !' 3.7 REPAINT 16.4 I I-AM7NG I NOT TO SCALE II I .o f'BR/G WALK 3.6 X 1 7. I J.6 (7-YP/CAL� 2�0 �3.3 all, 7.7 8 EW31 4.91 x 14. I I (l PARCEL 25 o \ of iTh 14 s' N F Lo 5 ��� Q 50' SETBACK I 15 2 II / Lo n �1 FROM WETLAND 8.11bSGyPEE7V I $ 14.3 EDWARD M. Z ,�� REPla/Nr \ HOLTZMAN LOT 1 = 4.5 1 !EX/s wo 9.6 i P err c9 j X 3.8 1 20,250f S.F. �3.� x ' 6.8 BRaxr 54't 10.3 � I ,� I / \ / EW21i STnNE / O 9.1 11.3 I '�� / I 0099LES7t7NE 114. �- EDGE M 13.9 3 _ --J 13.6 ALL 01S7Z1R9ED AREAS 3 6 4a/ �X 6.4 / 9.0 SHALL BE REIEEGETATED �3 7'I' 3.7 x / / X � i lic 0 9to A5.9 i/X 8.5 / //O / / � EW ` 1 /�$ o� � i1.�3 J2 Imo, f-RELOCATE 1'I_ AL 3.8// s / � ��, RHGY�GY9ENDR0V ' LEGEND G k 10.0 / i /�RELOCATED G 1 CB/DH N43- '16'02"W RHOIDODENORGYV �. 4y CB/DH I FOUND ( FOUND EXISTING 2 CONTOUR 150.00 __ 4lb --8--- - 0 11.0 113 s.o EXISTING 10' CONTOUR GUAf2DRAIL EXISTING - .GAS UN - PAVEMENT 1.5 9.4 a 10.3 -G _G- 11.3 �}L6 - CATCH - - - 11., X 11.5 EXISTING SPOT ELEVATION BASIN 10.5 RIM=10.18 REMOW PAkFMENT 4 PP -0 EXISTING UTILITY POLE BAY (40 WIDE) ANO PLANT RN LANE GY0GY2ENORM NO M, THE CONTRACTOR SHALL DETER&/NE THE ti EXISTING HYDRANT ta2 EDGE OF PAVEMENT CATCH LOCA77ON OF THE EX/S77NG WATER SfR- WCE CB/DH CONCRETE BOUND WITH DRILL HOLE BASIN AND SLfE- kE/N ALL AREAS LESS THAN 10 FOUND RIM=10.19 ^y FRO& THE PROPOSED SEPTIC SYSTF&. 1z.a .,.�. - TOWN COASTAL BANK CB/DH FOUND BENCHMARK: CB/DH TOP OF HYDRANT FOUND STATE COASTAL BANK PARCEL 77 EL 13.45 PARCEL 11 PLOT PLAN NOTE FOR #194 BAY LANE LOT I (',0194 BAY LANES PREPARED FOR GENERAL NOTES. L/ES 1 7HIN THER/vERFRONTAREA OF BUMPSR/vER BARNSTABLE HARBOR BUILDERS IN CENTERVILLE MA 1. HOUSE NUMBER: 194 PLAN DATE: APRIL 23, 2013 PLAN SCALE: 1"=20' 2. ASSESSOR'S NUMBER: MAP 186, PARCEL 75, LOT 1 3. ZONING DISTRICT: RD-1 ;H OF M,, CIVIL ENGINEERING WETLANDS PERMITTING 4. FLOOD HAZARD ZONES: C, B & A10 (EL.11) (F.E.M.A. MAP #250001-0016D) o`' MICHAEL,I. WASTEWATER DESIGN COASTAL ENGINEERING 5. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY. 0 6QC LLU y No. TITLE 5 PLOT PLANS PIERS AND DOCKS 6. ELEVATIONS SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM. A 9� GINEER1� 7. LOT COVERAGE BY PROPOSED STRUCTURES: 1,464 S.F./20,250 S.F. = 7.2% 20 0 10 20 40 °F ��sT�P a�� COMMERCIAL/RESIDENTIAL FSS%ONALEN� � LAND USE PLANNING 8. PROPOSED HARDSCAPE SQUARE FOOTAGE = 2,464 S.F. .5erWng Cope Cod and SOWheastern MOSSOC&ISBttS 9. NET DECREASE IN HARDSCAPE: 2,780 S.F. - 2,464 S.F. = 316 S.F. SCALE: 1 INCH = 20 FEET 141 LOCUST ST. UNIT A - FALMOUTH, MA - 02540 - 508.495.1225 - 508.495.3229 fax PROJECT NUMBER: 13016 CAD FILE NAME: 13016noi DRAWN BY: L.M. SHEET 2 OF 2