Loading...
HomeMy WebLinkAbout0092 WILD GOOSE WAY -70lv °.r r a 4 O 3 i e • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION. Map \��"( Parcel_ d'�'E� Application # Health Division Date Issued oZ3 Conservation*.Division Application Planning Dept. - Permit Fee �J Date Definitive Plan Approved by Planning BoardL71�� Historic - OKH Preservation/Hyannis Project Street Address UJAckGa Village Owner L e Address �l G oo s-Q---� Telephone Permit Request e_ Lon M 'P , G R �v iN06 M -t- NIN Q All Square feet: 1.st floor: existingfto 6 proposed\a.Q 2nd floor: existing\160 proposed Total new p Zoning District Flood Plain Groundwater Overlay Project Valuation BUT 6 Construction Type W �r A�^� Lot Size_`A,0 Sa F Grandfathered: ®.Yes • ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family. '09- Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes M No On Old King's Highway: ❑Yes J4-No Basement Type: 'Full ❑Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Ok-C;Z> \a.C�n Basement Unfinished Area(sq.ft) Co (2) Number of Baths: Full: existing� new 0 Half: existing \ new n Number of Bedrooms: �A_ existing 0 new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other Central Air: Yes ❑ No Fireplaces: Existing _New 0 Existing wood/coal stove Yes '�No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing q:9ew "'size_ Attached garage: oLexisting 14,new size _Shed: ❑ existing ❑ new size _ Other: �Y er Zoning Board of Appeals Authorization ❑ Appeal # Recorded 0 co Commercial ❑Yes N0 If yes, site pl n review# Current Use ry-, 14 Proposed Use e 2 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name � ` Telephone Number Address License# 0 ��.► Q v��l-P__!� S Home Improvement Contractor# Q a Cam fi Worker's Compensation # 7y\ %4A ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE \'�.— ' 0�S i FOR OFFICIAL USE ONLY APPLICATION# ., DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER_ ; DATE OF INSPECTION: ; FOUNDATION i .f FRAME 3ff6PmArt-)6 r— 4D9 �Pr Po2c6� a 2l/o b9 INSULATION bh 2 j)?Jo-jW. FIREPLACE ELECTRICAL: ROUGH FINAL i PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT i ASSOCIATION PLAN NO. r Town of Barnstable BARNSTARLE. ' Regulatory Services . R MASS. fF'6,1i Building Division AO MPS a, 200 Main Street,Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection r Location `C c I A-b C—d`OSE- Permit Number 0-0 8 0 6 CCH7- Owner 41 b , D u �F[-�Y Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: 000 F2z),f 7- s TES s 6P e_�-7 t 7h�� F k-6x 7- b o-nk T57047 G cAsS M QI-M Please call: 508-862-4038 for re-inspection. Inspected by 1pxj Ptlr-� Date 4-r' 'd-( 0 ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY.FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name:. �+��, Site Address: Uj P,rnr Town: Applicant Phone: SOT Applicant Signature: Date of Application: I i) -p 7-p _NEW CONSTRUCTION: (choose ON { of the following two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY.BUILDINGS MAXIMUM' MINIMUM Ceiling or Slab Option 1: Basement Fenestration exposed Wall Floor Perimeter Wall AFUE HSPF SEER U-factor floors R-Value R-Value R=Value R-Value R-Value and Depth National Appliance Energy R-10, Conservation Act(NAECA)of .3$ R-3$ R-19 R-19 R-10 4 ft. 1987 as amended,minimums or reater as a lirable Note: This form is;not required if you choose either of the two versions of REScheck as.listed below. (� Option 2: �. REScheck Version 4,1.2 or later variant software analysis must,be completed (780.CMR 6107.3.2 REScheck—Web which can be accessed at htto://www.cnej--f cY odes.gov/rescheciy ADDITIONS.OR ALTERATIONS TO`.EXISTING.BUILDINGS.OVER 5,'YEARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals ' Fornxula: (100 x b a) 0 SF 100 x.,GA_= =��o_% of glazing (b) Glazing area equals.�_SF b a If lazing is <.40% use.tlie chart below. If.�lazin is>;:40:"/° proceed to."SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Fenestration Ceiling and Slab Perimeter . Wall Floor Basement Wall Exposed floors - R-Value U-factor R-Value R-value R-Value and Depth R-.Value... 1.* .39' R-37 a R-13 R-19 R-10 R-10, 4 feet R-30.ceiling insulation.may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e,not.compressed over exterior walls, and includingan access o enin s). SUNROOM.—An addition or alteration to an existing building/dwelling unit where the total ET glazing area of said addition exceeds 40b o of the combined gross wall and ceiling area of the addition.. } Note: Owner to-fill out Consu er liafornirrizon Form. (found in Appendix 120T) r , k j � T Town of Barnstable Regulatory Services NABS." Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us. Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, 's 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) S• na of Owner. Date Print Nime If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. r . Y , ,r N Q:FORMS OWNERPERMISSIO >;, S �zHME rq� .. Town of Barnstable Regulatory Services BARNS.,BLF- : Thomas F.Geiler,Director ttisq Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA_02601_.. www.town.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print 1 DATE: 1 I - JOB LOCATION: number l street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: ci /town state zip code The current exemption for"homeowner 'was extended to inclu owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does of possess a license,provided that the owner acts as supervisor. EFINPITON OF H MEOWD'ER Person(s)who owns a parcel of land on whi he/she resides or intends to reside,on which there is,or is intended to be, a one or two-family dwelling, attached oAetached stru es accessory to such use and/or farm structures. A person who constructs more than one home in\thh wo-year eriod shall not be considered a homeowner. Such "homeowner"shall submit to the Building Offil on a f rm acceptable to the Building Official,that he/she shall be responsible for all such work erfotmed under buil Z Dennit. (Section 109.1.1). The undersigned"homeowner"assumes responsib' 'ty for compliance with the State Building Code and other applicable codes, bylaws,toles and regulations. The undersigned"homeowner"certifies that-he/she n erstands the Town of Barnstable Building Department minimum inspection procedures and requirements d twat he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official 1 Note: Three-family dwellings containing 35,000 cubic feet larger will be required to comply with the State-Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTIO The Code states that "Any homeowner performing work for which a building enmt is required shall be exempt from the provisions of this scction,(Section 109.1.1-Licensing of construction Supervisors);provided that if th homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor.'jl Many homeowners who use this exemption are unaware that they are assuring the sponsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Sppervisors,Section 2.15) This lack of awaren ss often results in serious problems,particularly when the homeowner hires unlicensed persons. lrt this case,our Board cannot proceed against th 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 communiti �nquim as pant of the permit application.. that the homeowner certify that he/she undestarids the responsibilities 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. Q:forms:homcexempt 02/03/2009 2J : 2 Michel C di PE M0.695 01 t � #INCHL•1.� CUT); 0 , No.34774 ; • 1 , A4 � Min, 2x top plate � to, -51 ft I�Uxg- t4or -TU r�tD o ..,max, all height L5TA 2,,+ a, nail shtg, to header , , _�_(2) 21 studs, nail at 3" o,c, .both ways shtg. o each stud m 00� 43T Carxll,Jvaus C-0, Sao )MSTA 9 N1ir•l, " no fasteners at oR, bloCkj ig. x � (2) z blocking at any APA rated sheathing plYw d joint 7/16" min, 24/0 exp, 8d nai s at 3" o,c. for approved hooked-end Q all pia es, headers and wood concrete lads connectors with 3,600 lb. capacity (min,) qL I ►-11►1, A A� , per foundation plan' C(3�2) plates • nail sheaf iing to each late 'top of flo r ' I bottom plate to be PA. ofi concrete Shear Wall Details Not to scale excerpt from American Ply, Assoc, literature based on 110 m.p,h. wind V/tlba�oc WA4- MICHE+ LE CUDII, P.E. Coneyulti���at�uctt. r �' Ca�letvilte, ataochuselts 02SJ2 ` � W-- Drown o n By. tea; r 51 `,� st:c, oote, a Y' '6ti 1 jZ > k'D. e, AS NOTIE.�E�D Rev, p - ale ( 0MG:X,.In JtiJ PO'A;-# u� - ^• ( . r 2x TOP PUTE HEADER' 16• NIN. i __ _-1 J —_CI: •�•I rl' WAX. PANEL NAIL SHEATHING TO �•� I.I. HEIGHT HEADER AT 3•o,c, B.W. 1•I I 2-2a STUDS NNL SHEATHING APA RATED SHEATHING •HI rl• TO' O EACH STUD �3/-e�,�t�—ZOO—ap-1 ••I hl• •I I LI. w.s.P I•I II •i•I rl• .LI LI. .I•I Id. .4 j II II . •I•I rl• a ��� hl• NO FASTENERS 2-2r BL.00KNC AT O BLOCKING MY PLYWOOD JOINT .1. � ' 8d NAILS AT .I — •1. 3•o.c. All PLATES, Ir HEAOEFG ✓J< STUOS •I•I hl• •I•I rr ' D •I•I FI APPROVEO HOOKED—END .LI [J.WOOD CONCRETE .I CONNECTORS MTH 3600 lb ACfTY MIN.)PA j I 3-2x PLATES NAI —.` L ..'.L._ P_" _4i TOLL SHEATHING ACK PUTT 140 s c"t� N OF MA&, � ay MICHELE rj; 0CUDILO U No.34774 n j STRUCTURAL • 9 R�GISTEF'"� ��' olONAL. i V,quU :_:_- MICHELE CUDILO, P.E. i Consulting Structural Engineer 123 Cottonwood Lane, Centerville, Mossochusetts 02632 Drawn By: MC Date: /0 Drawing Z wjL.fl oos� Scole: AS NOTED Rev. p eYIL-�E Ml� duO�j2 - File. Name:D�/ Project No.:� � S K— sai-ax A.. 4 T� •1& .1 11.0 MPH. EXPOSURE lei WIND ZONE A Table 2. General Nailing Schedule i B v v v , 4iq v } I Roof Framing ' r ° Blocking to Rafter(Toe-nailed) Rim Board to Rafter(End-nailed i 2 8d 2-1 Od each end l CII ) Wail Framing _ - I 3-16d each end Z Top.plates at Intersections. (Face-nailed) 4 16d -- Stud to Stud Face=nailed 5 1.6d at Joints ! Header to Header (Face nailed) 2-16d 16d 16d 16"o c along edges I"` a..-....,4+ s i _ -6 3^y,��d�k"�"�..°'•t is S r�r'�'�r'y�y�+.�" �' ,�i��.3:"t Yv��'3 +-�. ti 'a6�y.,4r ,�„h - .4 x ,� 0 Joist to Sill, Top Plate or Girder(Toe-nailed Fi. 4-1 Od Blocking to Joist (Toe=nailed] per joist tfi 2- 8d 2-1Od each end Blocking to Sill or To Plate p (Toe-nailed) 3-16d 4 16d each block 0 Ledger Strip to Beam or Girder(Face=nailed) 3 16d : 0Joist on Ledger to:Beam (Tae nailed) 4-16.d each joist 3=16d per Joist Band Joist to Joist (End nailed) (Fig 14) 3-16d and Joist to Sill or To Plate. 4-:16d P (Toe nailed) (Fig. 14) 2 16d 3-16d Per Joist �toof Sh per foot eathing Wood Structural Panels rafters,or trusses spaced up to 16" - -- 8d I 10d 6" edge L 6 field (rafters or trusses spar;ed:over 1.6" L ----- --- 8d. 10d 4" edge/4" fie id i gable endwall rake or rake truss w/6:94ble overhang gd gable endwall rake or rake truss w/structural i 10d 6".edg6"#iel 8d . outlookers i : 10d 6" edge/6" field Cg able endwall rake or rake truss wl lookout blocks i 8d 10d 4" edge/4" field) f >' t C'01lrng Sheathing , Gypsum Wallboard J r� 1�alheathrn f.Y xG by cry jt a fr *r!sY• - MR � 1s i y+n kz x y - 3 ..,5,�:r• :,,. :::�?•�v,I,H.[4;i'n'i..,S:P .�!��= rG.3.za, a' ��.F c+t!�i.o-s'''f�ibtr'aw a��� v n� 2',+ ��"" .;5yg"z".,� studs spaced up to.24"o e: 8d 4;Od 6° edge/12' field: I 1/2" and 25/32" Fiberboard Panels 8d' 3 "edge/6"field': -;- 1/2" Gypsum Wallboard 77 Sd coolers 7" edge./ 10" Floor Sheathing g field Wood Structural Panels — 1" or less " Sd 0 i a8�ta�gr/ 2! field greater than 1 10d r -1 1.6d I 6!! edge 6r field Corrosion resistant 11 gage roofing nails and 16 a e sta les are g 9 . P permitted,check IBC for additional requirements. (Nails. Unless otherwise stated,sizes given for nails are common wire sizes.Box and pneumatic nails of equivalent diameter and equal or greater length.to the specified common nails may be substituted unless otherwise prohibited. . 1 :1 2008 GENERAL NOTES AND MATERIAL SPECIFICATIONS: FOUNDATIONS 1.All workmanship to conform to the'requirements of the Massachusetts State Building Code,latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity:q=3000 psf,fora medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength,fc=3000 psi,3/4"aggregate,designed per American Concrete Institute Code,latest issue,maximum slump=A". a.) Anchor bolts ASTM A307 galvanized,min.5/8"diameter, 12"long,w/2-1/2"hook spaced 4'o/c,or in concrete piers w/ Simpson ABU-series base;SPACED 2'o/c for slab-on-grade construction(i.e.Garage). FRAMING 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2.Structural Design Loads: Dead Loads:Actual Weight of Building Components Live Loads:Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=60 psf Wind Load: Criteria used for 110 MPH Exposure B 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter:punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams;use E70xx electrodes. Alternatively,field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4.Timber Framing: a.All new timber framing: Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better. b.Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c. Laminated Veneer Lumber: All L.V.L. shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi,Fv=285 psi,Fc_per=750 psi, Fc_par=3035 psi. Parallam(PSL):AII'PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,Fv=285 psi,Fc_per=750 psi, Fear=2900 psi. Note that Microllam and Parallam may be used interchangeably. 1. Deflection Criteria: L/480 Live Load,L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5.Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements,with all nail holes filled,with the size trail as specified by mfgr,or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 48"o/c; Rafter to Ridge Plate: Collar ties min. 1 x6@ 48"o/c at top or Simpson Straps over top of plywood spaced 48"o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 48"o/c 6. Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise.Bolt holes in wood shall be 1/32"larger than bolt diameter. Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers. All nuts shall be retightened at completion of job. 7. Blocking: a.Blocking shall be solid blocking,2x minimum,and full depth of member. b.Stud Walls:provide blocking at 8'-0"o/c,maximum height, Corners to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building corners. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-10d toenails ea.end,or 2-16d end-nails ea.End d. New Framing:Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges;attach plywood edges to this blocking 8.Nailing Schedule: j . All nailing shall be in accordance with Appendix 120.Q,unless noted herein specifically. Multiple Studs 16d c@ 12"staggered a.All nails shall be common wire nails. ���t�°F t'As;;� b.Sub-bore where;nails tend to split wood. o� MICHELE 9. Headers less than 4'-0".use 2-2x6;all others per MA State Building Code Table 5502.5(1)and(2). CUDILO 1 „ O No.34774 U I STRUCTURAL 1 �� iz/ O f S " il TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 7 /Parcel E f ;, g Permit# Health Division l 1 F ` '' :Date Issued/ Conservation Division r ?� U� _ "`#''�` Application Fee vF` Tax Collector I Permit Fee Treasurer Planning Dept. EXISTING C SYSTEM Date Definitive Plan Approved by Planning Board LIMITED TO'\�OF BEDROOMS Historic-OKH Preservation/Hyannis Project Street Address q2 W/lt,,O 66OC- WS .Village CfAny 01ccc Owner )DN/V * PoW PyF&CY Address 92 t04 6&0,e w.Ay Telephone 5D W,- y)7- q6y Permit Request 1cIN/1// /��fFih�i✓Y r1vo N f6 4, f 6o vA1/ Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: 0 Yes ❑No If yes,attach supporting documentation. Dwelling Type: Single Family �i Two Family Cl Multi-Family(#units) Age of Existing Structure j q gy Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl Walkout ❑Other Basement Finished Area(sq.ft.) T2 I Basement Unfinished Area(sq.ft) Number of Baths: Full: existing 3 new Half:existing new Number of Bedrooms: existing_ new _ Total Room Count(not including baths): existing new First Floor Room Count l "� j Heat Type and Fuel: X Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes )lo Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No . Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 1%No If yes,site plan review# Current Use ry�FM/w kvOJfi Proposed Use 7-V /CY dam !J G h n I l -� BUILDER INFORMATION Name Telephone Number a 7 ya Address 1 Q i�tRM°/kE License# 6gJ7367 Home Improvement Contractor# /37'7y-3 Worker's Compensation# �l-s3f Gly ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO I/VA.I 6 1AgA ft&hFM� S 7s` faff7_ f.7) /yxlNJ�i�t p /Y►q SIGNATURE �,�� DATE / FOR OFFICIAL USE ONLY =.PERMIT NO. DATE•ISSUED MAPY PARCEL NO. , v ADDRESS VILLAGE W OWNER, r, DATE OF INSPECTION: y FOUNDATION FRAME bK, 2- 3 -bS INSULATION FIREPLACE .. ELECTRICAL: ROUGH m FINAL E PLUMBING: ROUGH Q FINAL i a GAS: ROUGH P4 FINAL 4 FINAL BUILDING rr DATE CLOSED OUT 2E ASSOCIATION PLAN NO. t RESIDENTIAL BUILDING PERNM FEES APPLICATION FEE , New Buildings $100.00 Residential Addition $50.00 i Alterations/Renovations $50.00 U Building Permit Amendment $25.00 4-4 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= x.0041= plus from below(if applicable) ALTERATIONSMENOVATIONS OF EXISTING SPACE f _ square feet x$64/sq.foot= 5 2 5 Ax•0041= 6 plus from below(if applicable) GARAGES(attached&detached) square feet x$3Vsq.ft.= x.0041= ACCESSORY STRUCTURE>120.sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041- STAND ALONE PERMITS Open Porch x$30.00= (number) . Deck x$30.00= _ . (number) • Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) permit Fee Projcost Rev:063004 f hPflf•(t�f To��O� Town of Barnstable Regulatory Services s e,►xrr ire$ Thomas F.Geiler,Director Building Division rFn r� Tom Perry, Building Commissioner _ 200 Main Street, Hyannis,MA 02601 office: 508-862-4038 Fax: 508 790-6230 Property Own:et Must - Complete and Sign.This Section. If Using A Builder S014IV the.subjectptope-dy- _.._... hereby authotize all mattets relative to work authoiizetl•by this buildtng•permit•apphmation-£or: qZ W/td Coa1E (. A7 (Ad(itess of Job) S e of ate prim Name PROM 'YELLE PHONE NO. : 5a85415473 Jan. 24 2005 08:36RM P1 G 36 A. Y D t& w I C URA r ry 4 N jAC F /�NY I7'UNJ l� FROM YELLE PHONE NO. 503541547.3 Jan. 24 2005 06:36RM P2 BOCK International Evaluation Report 0 00/ '00 awan°a a i"k A `�� condition of use Research Report Vxi ^ �: �1- This report is limited to applications and "t ` products as stated herein_ BOCA-ES intends 21924 k ; g that this report be used by the code official to determine that the report subject complies with the code requinaments specifically addressed, MANUFACTURER: w � 5�`wt a s °e provided that this product is Installed In accor- `� yx "t, dance with the following conditions: OWENS CORNING OWENS C•ORNINGTiaserncnt WallFithish- ONE OWENS CORNING PKWY ing SystemTM is intended for finishing walls T01_);QO,OHIO 43659 s<; in basement applicationis.Other applications M ate.outside the scope of this repori. ' �f;',' '�• DIVISION 7—THERMAL AND a The maximum permitted area of the PVC MOISTURE PROTECTION moldings shall not exceed 10 percent of the x$; aggregate wall and ceWng area of the room, Section 072DO—Insulation ,, n Installation of the Basement Wall Finishing SystemTM shall be in accordance with this DIVISION 9—FINISHES report and the manufacturer's installatiotr 'tiianual- Section 09540—Special Wall ■ Basement Wall Finislai.tag SystemTr shall be Surfaces installed .dyer cast-in-place concrete or concrete masonry unit walls, or wood or description metal stud framing. Supporting structural EVALUATION SUBJECT; systems shall conforming to code requite, OWENS CORN OBasement Wall Finishing ments for that system and are outside scope BASEMENT WALL FINISH SystemTM is an alternative to conventional wall of this report. SYSTEMTM framingsndgypsum wallboard:The Basement a The electrical wiring in the chase at the ` Wall Finishing SystemTM consists of PVC bottom of the Basement Wall Finish Sys- s..upport,lineals,base,batten,and core moddi,A t>'..ten;Tsi shall conform to rile requirements of ings,and rigid pteftnished fiberglass panels. the code and is outside the scope of this Panels are prefinished with a fabric cover. report, Basement Wall Finishing SystemTM is primar- ily intended for installation in residential applications. Refer to Figure I. at the end of items requiring this report for illustrations of the Basement Verification Wall Finishing.SystemTM. The foJ lowing items are related to the use of the The Basement Wall I?itri:>hing SystemTM shall report subject,but aree not within the scope of be installed in accordance with the th anufac_ this evaluation.However,these items are related wrer's installation instructions and this report. to the deietztti.nation of code compliance. Installation typically consists of either me- V Concealed electrical,mechanical,or plumb. chat&al fasteners or adhesive fastening or a i.ng components shall be inspected prior to combination of both to the supportiine Sub the installation of the Baserr,enE. V.'al.l Fin strate. Thermal resistance (R-value) for the isl;ing SystemTM panels to verify compli• fiberglass panels is 11, aace.witii rely and code requirements_Evalu- Basement Wall l;inislaing SystemTM panels ation of these cornponents is outside scope meet the requirements for classification as a of this report. PRINTED AUGUST,2000 Class I interior finish as tested in accordance 6/ Framing supporting the Basement Nall page 1 of 2 with ASTI`I E84 and also has demonstrated Finishing System--shall be inspected prior that it will not spread fire to the edge of t.hc to the installation of the panels to verify CopyrightV 2000, specimen orcause flashovcrin the tcstroomin compliance willh relaledcode tquirerncnts. SOCA Evaivation Services, Inc. accot�dance with the testing requirements Evaluation of ti�is framing is outside scope specified in Section 803.6(2) of the R0(7A of this report. A Participating Member Nali47ldl Building Cvdc/1999. of the NES,Inc. j FROM YELLE PHONE NO. 5385415473 Jan. 24 2305 218:37R[l P3 PagV 2 of 2 Research Report No.21-24 • Information submitted product Identification a IntegtrexTM Testing Systems,Report No.73143,dated April 17, All OWENS CORNING Basement Wall Finishing Systemsrm 2000,containing results of physical testing. manufactured in accordance with this research report shall beat' • IntegrexTM Testing Systems, Report No.C423-99065,dated the following identification: August 19, 1999,containing results of physical testing. ■ "See BOCA Evaluation Services,Inc. Research Report No. ■ Omega Point Laboratories,Report No.13060.103216a,dated 21.24." May 14,1999.containing results for fire testing in accordance with ASTM E84 for rigid fiberglass wall panels used in All Molding Basement Wall Finishing SystemTM. Snaps Existing Foundation Waif into M Omega Point Laboratories,Report No. 16218-106644.dated PVC or Interior Partition April la,2000,containing results forf'iretestinginaccordance Support i with ASTM E84 for moldings used in Basement Wall Finish- Grid ing Systerrim. ■ Omega Point Laboratories,Report No.13060-103213a,dated 2.5"Glass June 7,1998, and Report No. I30W-104470a,dated MarchFiber Board I Panel with 24,1999,containing results for fire testing for full-scale room i comer testing in accordance with requirements contained in Facing i PVC Section 803.6(2)of the BOCA National Building C'odeJ1999, Cove Molding • OWENS CORNING Product Literature,dated.May 1998. PVC Support Lineal ■ OWENS CORNING Submittal Sheet for Basement Wall (top.bottom, Finishing System(BWFS),dated Apri1,2M- vertically every 48") ■ OWENS CORNING Basement Wall Finishin,�, System Installation Manual,dated January 2000. application for permit To aid in the determination of compliance with this report,Lhe PVC following represents the minimum level,of information to Molding PVG accompany the application for permit Batten Vertical Molding ■ The language."See BOCA Evaluation Services.Inc.Research Base Report No.21-2N'or a copy of this report. ® Plans:indicating the aggregate area of the r01 the Yirea of the PVC moldings being used. Figure 1• Sketch of Basement Walt Finish Systternym ■ Plans and specifications of any electrical, mechanical, or Showing Typical Components plumbing items installed within the wall system. *THIS DRAWING IS FOR ILLUSYRATION PURPOSES ONLY.IT IS NOT a Details and speciEcations of the supporting construction to INTENDED FOR USE AS A CONSTRUCTION DOCUMENT FOR THE which the system is to be applied. PURPOSE OF DESIGN,FABRICATION OR ERECTION. ' a NOTICE TO REPORT USEIRS TWs report is subject to annual eertificatiou.Reports that are not certified shall not be used or referred to,To determine the status of certification of this report,contaotBOCA Evaluation Services,Inc,,or consult the latest edition of the BOCA lruernational Product Evaluation Listing published periodically in the BOCA magazine. This report is subject to the conditions listed herdut and to the specific product,data and test reports submitted by the applicant requesting this report. Independent test were not performed by BOCA Evaluation Services,Lie.and BOLA-ES specifically does not make airy warranty,either expressed or implied,as to any findings or other matter in this report or as to any product covered by thi:report. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommendation for the use of the report subject.This disclaimer includes,but is not limited to,merchatntabilky. Please contact BOCA Evaluation Services,Inc,with any questions you may have regarding this report.Additionally,please contact us if you bare any information on the performance of the product described herein which is contrary to this report. 40SI West Flossmoor Road-Country Club Hills, IL 60473.5795 telephone(708)799-2305-fax(708)799-0310 e-mail:Boca-es0bocaLarg 9 http:J/www.bocai.org • P`OpIHEipk� The Town of Barnstable BARNSTABLE. Department of Health Safety and Environmental Services 7 MASS. f67q. �0 pfoMp� Building Division 367 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: 1� 0 ;A Map/Parcel: 1_�� ( (i 4 Q( Project Address: 1 Builder:,bt,ie n C—bV V" F The following items were noted on reviewing:. C. ��� C' C7 n i l(J C> V. Ct Y1 O 2 . u )I Yl (4 U C 0 �. Y�LIZ ���t'Y1 � l� >'t` � r� 31 �l1 G� i-l�� V�nCp � n. !1i1 � 10,VICC S � o t Reviewed by: 1 i h rl� Date: 1- 2 1 U J� q:building:forms:review OWENS • — - /� ���/ CORNING ■■■■■■■■■■■■NEON■®■Ell ■■■■�■■■■■■ ■■■■■■■■■■■■■■■■■■■L ■■■OMEN ■■■■■■■■■■■■■■■■■o■®■ ■�■ ■■■■ ■■■■■■■■■■■■■■■■■■■ MEMEMM■ �■M■�,i►�■�N;■NNE■■■■■■■■■M��■■■■■NNN■■■■■■■■OEM■■■E■■■NEs■■■■■■ E�■�E�■�!■■I�N!/1�J■■■■■■■■■■■■■■■■■■N■ ■■NNE■■■■OEM■■■■■■■■■■■■M■■■ ■��■E■ri�-0 i-r�■����■���■■■N■■■M�■ ■■■■■Nnn��M■Nil■■■/1 if,//�■■■■■ .- ,. EMEMENNE ■■■■■!1■O■1'filfiir■■■■■■■■■■■E■■Er■■�i ■mummmN■Ca■N■MMEMMr E/!'H MME ONSOMEMEMENNEEMME■■■■Nn■�®■■■■■■■■■■NNE■M?�Q�M■rsM �MMEr-���■N�.�M■■■EM■N ENOMONIE amM■MEN■■■ ■■■■■�1■�■■■■■■■■■■■E.CE:rr■■■N■ ■■■■■■■■OEM■■NEE■■ M■S UMME NERNAMEMOMMEM■■■■M■ _e I��I!i,:�EE■�ll��'��..� ■L�la'■I�11O1�1�!1!� �� . l�l��J��l�l�l�l1�E■�'i'i�(ifi�fil■ N0■Efilmii OONNN ■■■Nr■■■■■■■NEE®ESE©■M■■■ ■■ECE�O■®N■E®®®®■NMMMNM ®ONN�E■■N h box equals one foot unless otherwise noted.This sketch is a good faith ■■M■■NNE■■NNM■■■■■■M■NNE■■■E :N - ■i:�NEMEM■EMNNNNNN■MNE■■NNM Ila _ - ► .. . Assessor's o*pnd floor): // Assessdr's lot number .. . ..F............. �... UST BE FtNeT Board of Health (3rd floor): H S MPUANCF fO -Sewage Permit, number-."...�J2n..7.A0 . .. ��`�� �� � �aea LE Z B , . Engineering Department (3rd floor): �� '°o House number •......:...........................�. Z ........................... EW �.� Ya`e� .-r i63 .. � y Definitive"Plank Approved by Planning Boord,� __:_'----------- ___I9T" APPLICATIONS`PROCESSEDP 8:30-9:30 A.M, and 1:00�2:00 P.M. only TOWN .'OF BARNSTABLE - APP'A4YED ' BUILDING INSPECTOR C�j As able Co^servatioa'commission APP ICATI N FO FERMI TO i // .. R SigucTcYPE OF CON TRId$ON .Gl(.✓....:....., (.......:'.yr � ......l. .h.'-T.................:......:... . r .................: .......--.... 19�'�L.- TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies fora permit. according to the follow' information:' t Location . Z l JS � .�. EA1/..� Z vI�. 6 �. ........ .... .......... ............... Proposed Use ............... w ilnP'l,H . .......(qo? .............................. ...... .................:........... .. ... ......................... DZoning District ..................................................................:.....Fire District � I Name of Owner ..:...:.g�F+.fl.a......IL1.IJ. I� .. .......:.............Address ......4q.�......Y.VI.� ..v .'DS @. .1......... r ' Name of Builder e.... .�.....G + :Q:. Lw•./'a* Address .2 ....... ..ice.... Name of Architect ..... ..................... .:. .. .: ................Address ...... . ........... Number of Rooms ...................................... .........Foundation ............. Exterior ................".:............................................ ...................Roofing ....................................................................... 1 r Floors .................................................................:....................Interior Heating ............................................:....................:..Plumbing .........................................:... Fireplace ......Approximate'Cost ............... Z .a&.�... .... � ... X. . . Area :...................................... x Diagram of Lot and Building 'With Dimensions Fee . -f . ................... , . , ` , • y f , • III OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction.' r cA Name ............................ .. ......�. ....................... Construction Supervisor's License. ..0.3. ........... DUFFLEY , JOHN , .ry 32762 BUIU9 S MMING No :....:...........Permit for ........... ...r.... ...P0p.I. ry Accessor To DwellAn - - } ► .... .....t . Y................. . }.. ... .}. ........ } tion 9.2:..W.ild- Goose;. W.ay. ........ _ ' ...............C,ent•eryille...�. i ............. - John Duffle Owner ... ....... .. .........a;.. Galva Sitee44 / J Type ofConstrvctionJ ....V .??.Y.l J y P —J� V. _ � r w _l•� R / _ may_ J1,� .. Plot ....... ......:............. 'Lot . ............ .............. Permit Granted .....Ap.r•.i.:1....3.........:` ..:- 19 89 — R lrSDate of Inspection :...^. ....19 Date Completed ...:F19 Ll 1-14 ME J. r -x - ' � � ScvoaER � BAY 7� \ `r - 1 , 1 •.:�. ,-.,( •15,, �� .;�� of ��.'" G© ?fit_ p �';�rt , •rc. Ft.t'i qinIZgFT ,r_J7 \_ - - - � to LAI ul 17, Po A �/jam• �, i�4 n G � � J . QO�e )S o �oB # 87 459` CERTIFIED PLOT PLAN PREPARED FOR:. , LOCATION: LOT 11 WILD GOOSE WAY CvILL—E—� __— SCALE., 1 ,, =60 < DATE. 12/03/87 JOt-}� ._r �iA�168 -1 REFERENCE: �,='��=-��-� pe 363 PG 90 BAYSIDE BUILDING CO . I HEREBY CERTIFY THAT THE BUILDING SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. BUILDING CONFORMS TO SETBACK REQUIREMENTS OF THE TOWN WHEN CONSTRUCTED. /��� OF% t gRNE " Y 1 H. down cape engineeringENGINEEnS CIVIL LAND SURVEYORS /il'1 � /,l/�.� •'�` ' �/' f G?O U T E 6.A Y.A Q M O U T H MA OA T F, RFC 'r�.j�/Y��..•?`4�R✓EY0.4 JosF,PH D. DALUZ TELBPHONEt 775.1120 Building Commissioner EXT. 107 TOWN OF BARNSTABLE BUILDING INSPECTOR TOWN OFFICE BUILDING HYANNIS, MASS. 02601 October 24, 1989 s , Mr. John I. Duffley, Jr. ' 1180 Ostervil:le-West Barnstable Road Marstons Mills, MA 02648 Re: A=167-049 92 Wild Goose Way, Centerville Swimming Pool Dear Mr. Duffley: This letter is to advise you of ARTICLE XI SWIMMING POOLS of the General By-laws of the Town of.Barnstable. Section 1. requires that all private swimming pools shall be suitably fenced to a mini- mum height of four (4) feet. Such fence shall be constructed so as to prohibit unauthorized access. Your swimming pool located at 92 Wild Goose Way, Centerville is not fenced. A fence must be erected immediately. Please contact this office re the above matter. r P ace, e 'Joseph D. DaLuz % Building Commissioner JDD/gr Certified mail: P 017, 014 2-95 R.R.R. F 1 ,Assessor's off ioef_(lst floor): rc Assessor's map and lot number �P 7 `I 1 o�♦ h CC)D$L i�4 16 h9r b4iQ�+r O� Board of Health r(3rd floor): p F Sewage Permit. number ..... ..... . ;............ EARISTAXLE. rGG r1 � ° o or hevEngineering.Department (3rd floo ............. .............. .. .. ........ ..... jHouse number a ale YP APPLICATIONS PROCESSED`-8:30-9:30 A.M. -and 1:00.2:00 P.M. ,only *' r l TOWN iOF BARNSTABLE ' BUILDING '-. IN, &PECTOR OL APPLICATION FOR`.P.ERMIT TO Cl ...... o ^���i TYPE OF CONSTRUCTION ...../'..............�......... 7...19...K? TO THE INSPECTOR OF BUILDINGS: ' The undersigned hereby applies for a permit according to the following information: Location ..................................liv ? ..t.... .'1�./.......................-:......................................................... Proposed Use ...... 5/ E.�L ... •........... .... . Zoning District ...f.>.:E! ^�.................................Fire District ........C....0 ...............: e � ' CD P O /�cX 5CF�T�f V/LL5 /D� �LDGName ofOwner .. . ......... ...... .............................:Address ..... ............................ ... .. ................................. � i • Namerof Builder /J4 YS./01i . ..84/3C .(-Q...:....'.....Address ...:........U.::..�J�... s C. -�'✓/C, , .......p...... 'l i° X....`........... . ........�. Name of •Architect ..... ...........................Address .......... r................................... :...... P�v caT : ....... ... Number of Rooms .......................................: Foundation :.......... Exterior .. -L l.. f/ /P ....`..'5...111AI •L. .................Roofiing .. ��P /t!�--T....................................... . Floors ........... ...............Interior ..:Z!N .... ..� ...... .... ............ .:...'...'Plumbing ..................... .ALL�Heating ..: /gJ`t/s Fire lace ,B�PIG 9....c N... re.....?Ld� .. Approximate Cost:. 1 p ! ...... ©... PP .................................. 1, Definitive Plan Approved by Planning Board ----MO)WI-_J� ____19 Area l.. ...qi � . Diagram of Lot and Building with Dimensions F' 3p(• - ee ... ... SUBJECT TO APPROVAL OF BOARD OF HEALTH az) 757 l y OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS . I hereby ,agree to conform,to all the Rules'and Regulations of the Town of Barnstable regarding the above construction. Name .. ..... ....... Construction Supervisor's License ....... tM BAYBIDB BUJ=ING CO. p 31473 1 4• i No ....... ......... Permit for :.Syle ram ily...DWe].li .g......... 10; Location ..Lot . 11........92..H1a,Zd...G.Qo.se. Way iCenter�r ...�... Owner...Ba17 yslde Buildng..:Cs�............... t. _ .• jam„ -10 4 .� (L . .. ,� �, y Type oiConsteuction ......k:r.ame.. ................. ' ............... ............... _ .......... Plot ............. Lot .......... ................. Permit Grand `December 4,1 .. f19 87 .... .. ` Date of Inspection' / �T. (.�,. �r. ply ` y ... � • ,. .. Ddte Completed .. ..�.�.... .... ..'19� eel � � /= sf•� �� i/ Syr t .�.�.c, '� . U., [1/v * � Y ,�:s_'.s,3 Tt';�eA: .:,r �.�-z��"+'! •';:.2+� �a�.*r ^tea ,�;cy+T�-u.•�»,µve*� q�+n.try5'l+;v -sF$yvx�^".,—.�,,, ,. .,,•�mv:�.,.,,}.�........ ;�� rrc�: a} �t^.,ye TOWN OF BARNSTABLE 314T3 yoftxe>°` Permit No. ................ BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash HYANNIS,MASS.02601 Bond ................ CERTIFICATE OF USE AND OCCUPANCY Issued to Bayside Building Co. Address Lot #11, 92 Wild Goose Way Centerville, Mass. . f USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL , SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. Y 10, ........., 19.......8....... . .......... //✓'.. !'-�'^-."'�" Building Inspector JOWN'•OF. ..r�rv,TASLE, MASSACHUSETTS +� ^�• L .h n DATE 19 PERMIT NO." APPLICANT ADDRESS -- INO.1----- (S I E E 1 - ICONTP'S CE':SEI - - PERMIT TO (_) 9T CIRv - NUMBER OF DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) - AT (LOCATION) ZONING- DISTRICT - (NO.) (STREET) BETWEEN - - _ AND - - - (CROSS STREET) (CROSS STREET'I SUBDIVISION LOT LOT - BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY -FT. IN HEIGHT AND SHALL CONFORM IN.CONSTRUCTION - TO TYPE USE GROUP HASEMENT WALLS OR FOIINCJATION REMARKS: AREA OR VOLUME 5 FEE ESTIh;AT ED COST _ - (CUBIC/SQUARE UARE FEET) OWNER .„ r ADDRESS BUILDING DEPT. f. _ BY THIS PERMIT CONVEYS NO RIGHT ro OCCUPY ANY STR'r ET., :.LI-FY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPI-RT'r. NOT SPFC:IF I CA LLY HE RMITTFD UNDER THE BUILDING CODE_, MUST BE AP- PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES A5 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 THREE CALL APPROVED PLANS MUSK BE PET AINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIREDF OR ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECT PERMITS ARE REQUIRED FOP HAS BEEN ELECTRICAL, PLUMBING AND I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICAFE 'OF OCCUPANCY IS RE-. MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING.STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL 1F FINAL INSPECTION TO LATHE FINAL.INSPECTION HAS BEEN MADE. 3. F!NAL INSPECTION BEFORE OCCUPANCY. - POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECT ONAPPROVALS - ELECTRICAL INSPECTION APPROVALS i .. L 1Q� / .J /�v 6.t„`... cs LAC n •\ 2 ---- -- - - - -- --- - �j HEACIN( INSPLI:I IUN APPFiL)VA.I_S LNGINEERING DDIAR-IMEN OTHER. - ---- - -- ------ - D) WORK SHALL NOT PROCEED UNTIL THE INSPEC PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED THE: VARIUUUS SI,?GES OF I WORK IS NOT STARTED -ITHIN SI r MONTHS OF DATE THE ARR.ANGFD FOR BY TEIEPHONL OR WRITTEN C:ONSI'RUC770N - _ PERMIT IS ISSUED AS NOTED ABOVE, NO I(FICA IION i SGUcDER B,oY 1 \ o0 2�h S P,• 11 = Lo-r I Z = II{ P T\ ;c = LOT tl = rr \ 10 �Q ti Goov 1S " JOB # 87-459 CERTIFIED PLOT PLAN PREPARED FOR.- LOCATION: LOT 11 WILD GOOSE WAY CVILLE SCALE., 1 =60 ' DATE: 12/03/87 REFERENCE: PB 383 PG 90 BAYSIDE BUILDING CO . I HEREBY CERTIFY THAT THE BUILDING SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. BUILDING CONFORMS TO SETBACK REQUIREMENTS OF THE TOWN WHEN CONSTRUCTED. y of o ARNE down cape engineering Q JH. CIVIL ENGINEERS Gn� " ' LAND SURVEYORSV. ROUTE 6.A YARMOUTH MA DATE. REG� ArA RVEYO.R ., ,. •:� � I � tea' ., �\ JC:�%I:e%�1 /� ��i�-�� �r - SECTION - SE`VAGE --• -:.-.__—____ __ _ .- __-- ___ - _. _. __ __�._— -- . . .__. _ ._ CAM SEPTIC TANK IZ — -D'•BOX — S —LEACH PIT TOP OF FON eL4v.jwtSUo --•2-OF IOTO - . Use sGI-I 4O PVG WASHEOSTONE c- - (h)Ig els>:es IN• �Cn�161z . OUT• IN• OUT• IN• f" 1 000G 1,41F D.SoAO,Zz SEPTIC �C�o TANK •a Q� ® {sLI ZABETI F, MAP-54&L.L_ ELEV. ELEV. UNLse ELEV. ELEV. 6 Co FOC'n DW540V FwW=41rT 39•Z3 39.S x, 9 ELEV. ELEV. vI \� p EUTLET-TEF-� 20" �� UP114"DobJµ �I`�I�T Z� of PIPE ..�. OF Ilk -ia- �AU16 �Q �(} C>1.6VE1.. WASHED STONE ' TEST HOLE LOG y- l/I ' r = ► I `� TEST BY TESTOATE IDII(o�FV1 WITNESS DESIGN 3 BEDROOM HOUSE T.H. i ELEV. T.H�.P•+ 2 LEV.42, r T � Q DISPOSER P E �v TaP OSER OIS S R ,�f Z M n PERC RATE IN/IN. � 34 2 '2 T ol.. 2 -• t 'n t4: l--,u6r4&.a FLOW RATE Ito (GAL�DAY)/� 330 1 SEPTIC TANK �3a (1.5)� PFe[-4-Co Q . � 1cIZ REO'D SEPTIC TANK SIZE I�0 ) �� 5• i r` �TeaTI F I ED M Di Uv MEDIUM Sc�ID OLIj p LEACH FACILITY A , ! SIDE WALL 1Dr(g- lee,5- (Z,S) 4-II,Z G/D. D BOTTOM (l0/z.)'7f: IB,S ( I,p ) . 7l3.5 G/D. Q 4$ {v ; t\ ao,b �, 11 l TOTAL Z/o?.v 5 �� �� (� 1 i i , D � EA •p ,f � � f USE. 'P2EC�e.s'f RING l C T , �p > ID WATER ENCOUNTERED ID FiFF. 'DIA)A NOTES: (UNLESS OTHERWISE NOTED) �XTEQ 6Np ►.6yE.�I),1L. _ I ' 1 1 3.OAITU0,01 (MSL )_TA KEN FAOM l l RANGLE MAP - - . 2.MUNICIPAL WATER___L,�-? AVAILABLE .. tY of S.PIPE P1TCH:Y,-•PER FOOT >� 41.DESIGN LOADING FOR ALL PRECAST UNITS:AASHO 3.MIN.GROUND COVER OVER ALL SEWAGE FACILITIES:(1)FT. O AR IE H. G S.PIPE JOINTS SHALL BE MADE WATER TIGHT OJALA ,� 0 N WITH •-+ �S ACCORDANCE COMM.OF MASS. � �i TB�,G Jl'� IG IO TAILS TO BE ACC S. � 7•.CONSTRUCTION OE Cl IL "'� 1 'I - STATE ENVIRONMENTAL CODE TITLE S >v L SITE PLAN SF,p �-1DRK O!-�' -Q ac'4. —F-s MAP I Cc"l LOCUS: f1�T I I WILD C5 22ae i�4'� $.'f+-l►S PLA1.) rQP.PF'ti7W LI V G �CI t�lC� �o� 's' / E 'pA2GE l. . tjY7T 1 t 1 �� F{ Gt wre2VILL16 RE t NALENGINEER; �t>� AR�IE i ( /� _ R E F: ,1 4 K I. ?3001G �4� P �O —1 J�WJI �Q i H. 4; a en kee�i AFOR: - .�� PREPARED g g CI VIL ENGINEERS •`..�. �� �' ", � - LAND SURVEYORS -- BOARD OF HEALTH BY:+< (NBA �O i 1tVEYO�. SCALE_� 11 - � Oo7 ZZI i I TING) -- APPR V �W 1 EX S O EO — DATE ¢, I a t �vAfZIJSTtN�t� MA -� _`ems - _. CONTOURS /oaoPosED)-o-�- � .. �1 �� e c-.. GATE • Ex�sT IT /3vnt P ovT NEW - —_r rt— u ed _ L { I' T� I ag— z 10 l7(f S'(• — { - - — Ex�S-f Ex�sT, r EXIST. Neu!/a'KIO' RUti(R—: NSW 4tre-A Boot OUT i .. _ ID _FEZ t r)f �� REMODEL eGIF./ I/r APP¢OVEO BT: ORA"By _ r- ¢E NEW NEu EX1SY t.) !!RR DATE: VISEO — NE e 6x 8 arcc l W eg tc lb k•c.ow,�E— 70 onJ 778ro679 . i y STEP . . r20tL9 �L'F—=L/A-TIO.J rOF S 1 ' ' I • fl I E,u,S�' ExiST•�� r ' EA.l sr• i. �I I EA sr. Exl sT. IT IT- IT u � --_.____.._._.. . __.... ..._....... IT -ME: R I& T- f,-CasL -E- -EV-Pfndof— , cg .�-U_E ;w�� 1=p•• i . P74Co E s;I 6 F=,5 �,�. '41 > 1 1 p Dill 14 p. G. r fo � Wow p-�h,n�i '�t.,��� 1 p `n +: '� � •? � � �. �(�tj►'14^ .� Lam.. Err 1 ' �/�j�{A`µ _ EXI ST, I T NEW ti= a j i 0 Exl T: J!L \. _ S7QE L. BERAn �Qf` i I --.r.Ms¢.L�fE_.loA= r� � a•'3'a C,efs � i O ' h B W A-t t L. 2 "�xra w,mbo J 2 vM ExIgnNG 15 A- V o o P to - u�R IPy S WfMEGN TEP 0. A/,EW - C�'�4'e����'�`p"YF.�31i -�p�w•` M IA). WALL - .C 5.. FWG Oo68. c -5 - NEw 0. O ® s W . 5 UP Po(iT aN -FEooR / y CnroT. Ft.LZS N) FMPB2ED O 1 � N 7lEGI GLA'y§ P.T D Et!G g o a _ O LV Dnx � L VL, N�2 rtgo.+. p� ��"�<'— i } - - - ISHocrnn a MICHELECUDILO YG $G / - u No.94774 _ STRUCTURAL N a'7- -x/ 'T, f7/LST �l166 3aF i i y l� / I h I• _ 7ifRU-_/3os L_!auscy,ter, ox� r. J/7 P DOWA) tRvtii ffnUj �u . NEW �" GO C, $VILL• Lfp • Ysr�ni��20o,1�y=D D �vs Aur.r�F_t..002 S L-A-6. - m 1),_EL£�—EXLST, t U7.�I.1r dX(o A-7-Ds ------ NEW F,42/14 Po<c s/ oil .UuJ lDx/3 r,�ear , $OMP 00r, ly J �. a__ax8_ RT 4.oX..y_ToP.._(���-1?T, d*3��l•? 1�2A1T_.._FS6y.._C-..7✓�,% � I�o .PkT10 �e •4 _ _—5T_-EP �OuJ.tiJ---- ---.. /ZOOF- J 7a IDootiz_ ) 14 Ip. i • �N9/ 9-0 (I/E2( Z.i F0 MIC14ELE o CUO(Lv Nn.34774 ' � U STRUCTURAL ��••` F6U/UDA770n),- F 2wAj IOtAA) CAL$��f/"- ?IUCTUrAL . # - r 1�'b✓!�L- �Ah(�7/J''9MT9 66VLU :; F20,NT V�N [._5./_D//•J� 3"TTrnJ,y _ � — 2 H F •' �._LZ��—(.()�L•Ly s`�yCb�y __. l�/G.Sk1.N.6.cfJ .S.ID�'/._.5°T.T,cJ.-Y- pp —. - --._ PORGH�_.._. .:-_ -...__ •' ELtOO_9— 230 Vr•?De& Dto&ooM .V_EK ...O.V • FLOOR Ix�L�S_�'[3.D'� - t__V.}'<u4 g t 3'.vP_�!I�PV..__/.8�5/.PEf�IAJ, - • ----------- --cvx.. . 1 MfS� Ly,Ig7• I ,cI�,Y, 'I .-- — _ 1 X. 8._S.0_Cy_./S• -- _ •. I /x8 FA ZP .. 5E Mc1JG. /7_�.N_T� 1� IExtSr ��D� �sr 11 RIC.K I n/ i R.1 D ls£-Y(-pr.�`(.._. [L"F�t_T. .�L�rJ.l_. • t. Q� I 7 ( l 6t .DO2M-C /s — 5 TU D 5 . j0 * PL Il �7C1.ST' -DORMER I. I�Fxrsi cZJCGS=ttD�OG_ i 7 9{' f Alom - R- 1 FXIS7. � 1 Qa Itrtr�J 0 dX kfJ�rDb� I WIND w I )` ' U 200 D r[, lZ ooS /P�o r yAa6E ;- G• — — 9 )a Ahl z � t , G 3 n n a 41 aka `V ExIS i. axlo eIG'loc cs: L.V.G Fog a v" 0 U 1� - x Ck: NT Y\/R'QGff Ta•M i ' - EFi51 �X�ST' LV,j.� SJ FAc oR-CA -g.F,g�. U V� fo0 2GH Oxr�f I N> tnJ ��J �'f rosYSTe ro t�L Aarks con�riNo�9 AacN '+ mnla _(oxSs.._.P!=-_D u< ..:. 1 �� OPT. Ao FWG(oGYo -A pp� Z GQMP.OSI -.AEfiK/NCB 1 F o)TSIDE DOOR 2 _ p UlN.1 L..'9 ILI.v6. MAlr-H $"Rourrl7 o GISpit ' ���.�.--3 I1G}L._ a �, DOoR Gl5 rp 4+ n- �` � � � bVd Fe. 6 CV£-t r,•/L�.y' pRDP � .11 xx W �p11 (JUMP pJT GOM PO,y i c .G��L V •l. Nf Lil 8".GONG. W OMPg51 Q. - •O$LI<I.VG.:L .)�tiGL !•I£W o'2X Los Pi1L�bC 11iLGIV'N(�$ (o D IF E4I17T• 6 LA 5 . to. t/x6 P.T tnr •p��•M , M eok5rf l h /� PDs'rS $lll 4 a h la° S0A)A'5 � aopR �X A5 _ o_:. 1 iG I)A0NT VIfGJ GA0�� :57EC77DaJ- �r564&f/�ii_l-Vy a IS LLnJG .' R-4 2 2 QN MMl LiELou7 6 CAL u1�/6'X8M o yl�DEr—VJI 0GROg, 5Fc770a)- C�t•cE �/y'�i-D .4. ,�1�1 O-U �...__• _ e _ �4NGHv12-.F.�.OLT PEFIZ 60r7>v toe D o MICH I- ' CUDILO ffl- r O No.34774 u STRUCTURAL y I,/o e, R-s N"e Twr> SIKr•1�1 F•/1'`- C.artPol✓m.J 1� a��•-y PA6 E boFS� r( � Ba�dfo� s OWNER OF RECORD JOHN & DIANNA DUFFLEY 92 WILD GOOSE WAY oad CENTERVILLE Bump s & ocus REFERENCES DEED BOOK 6000 PAGE 302 PLAN BOOK 383 PAGE 90 SEPTIC SYSTEM AS-BUILT DATED 3/18/08 py` LOCUS MAP I SCALE 1"=2000't r � ASSESSORS MAP 167 PARCEL 49 194.87' LOCUS IS WITHIN FEMA FLOOD ZONE C AND A10 EL 11 AS SHOWN ON COMMUNITY I �� PANEL #250001 00161) DATED JULY 2, +az +49 7 1992 (HOUSE IS IN C) {49.4 48+44.58 ? 2I Ic 50 '�62 so +46.58 DATUM: NGVD I BENCHMARK: USE 7 AT�' �'a9.Z8 9. +a9. aa TOP FIIDN. ZONING SUMMARY. 1 PAYED I U yy�o ST. AREA $ W ZONING DISTRICT: RD-1 I 3. a �•4' a MIN. LOT SIZE 43,560 S.F. GRA L AREA 00' MIN. LOT it G"°8�° MIN. LOT WIDTH AGE 2� 8.8 w so a°j °�G.67 I MIN. FRONT SETBACK 30' +IF.i 8 51 EXIST. �) MIN. SIDE SETBACK 10' a ST 00 G MIN. REAR SETBACK 10, 4aa9SJ' c� 1 I SITE IS LOCATED WITHIN RESOURCE EXIST.DWELL ' _ . 4733 DETAIL IN REAR YARD(POOL, RET. ( PROTECTION OVERLAY DISTRICT, ESTUARINE O + A_, o.a TOP aFnaon• / WALLS, ETC.)NOT SHOWN I 215 0p, PROTECTION DISTRICT & AP DISTRICT 47.46 c I y ,� (REF.PREY.FILING UNDER / / SE3-1861) I ti I o j 48.577 8'Yg / p`9 DECK z IN 49 5 48 LOT 11 —� 34,232t SF (TTL) 9.41 i F 192.00' m a lai.za / SITE PLAN SHOWING PROPOSED ADDITION r AT 1 92 WILD GOOSE WAY / CENTERVILLE off 508-362-4541 fax 508-362-9880 PREPARED FOR I downcope.C._ © down cope engineering, 1JC. "OF* ! JOHN & DIANA DUFFLEY Civil engineers zMOFbgs DANIfiLA.�y� / OCTOBER 22, 2008 land surveyors Ua°... t)AAIEL y�y civlIL N 939 Main Street ( Rte 6A) OJALA Na4sso2 YARMOUTHPORT MA 02675 N°e s°o Psi 'Sr 1 Scale:l"=20' P NA / 0 10 20 30 40 50 FEET 08-070 DATE D EL A. OJALA, PE, PLS