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0069 ANGELL ROAD
(09 An�ell "Rc(. IKE Application Number..... .... ...... ... .. .......B ,................................ ... RNETABLE, MASS. Permit Fee..R7.9..,.z8............Zoning District..... ............ .39. TotalFee Paid............................................................... ...... TOWN OF BARNSTABLE Permit Approval by...U.Jv.�................ ),Q...0111 ANNED BUILDING PERMIT Map.....3....0....6..........................Parcel.... .............MAN..2-0-20-20 APPLICATION Section 1 — Owner's Information and Project Location Project Address 60q XIZ44 e_11. A/ Village; -14 t 5 Owners Name pin fit 4- �e _411z411__ Owners-Legal Address • City State Zip -Owners Cell #- E-mail 7 aeo� Section 2 —Use of Structure Use Group F] Commercial Structure over 35,000 cubic feet El Commercial Structure under 35,000 cubic f6et 0 Single Two Family Dwelling Section 3 —Type of Permit New Construction E] Move/Relocate R Accessory,Structure E] Change of use El Demo/(entire structure) El Finish Basement El Family/Amnesty El Fire Alarm Rebuild El Deck I Apartment El Sprinkler System Addition F] Retaining wall F] Solar (Y' El Renovation EJ Pool ❑ Foundation Only Other—Specify Section 4 - Work Description C5 Z_z Z�f�_,(L/O-Z.,( el" 'al Z.I Last updated: 1/31/2020 Application Number.................................................... Section 5—Detail Cost of Proposed Construction Square Footage of Project Age of Structure 'V Z/L,�) Dig Safe Number 040c2 �l� J—�2 / #_Of~Bedrooms Existing Total # Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method (i� MA Checklist ❑ WFCM Checklist ❑ Design Section 6— Project Specifics Wiring ❑ Oil Tank Storage ❑ Smoke Detectors P i Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom Water Supply Public ❑ Private Sewage Disposal �O Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane C Yes P No • Section 7— Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8 — Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. �(, Total Frontage 23,5— Percentage of Lot Coverage ���#of Dwelling Units (on site) Setbacks Front Yard Required 2.e Proposed_ Rear Yard Required l 0 Proposed Z-6 Side Yard Required /a Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes No Last updated: 1/31/2020 Town of BarnstableI.Ruilding '. Pos't This Card So That it is=Visible From the Street Approved Plans.Must be.Reta N on Job and his Card Mu`st,'be Kept �hME �M �w• Posted Until'`Finall'nsectia'n Has"seen Made �:' ,g R, �r ,R Where a Certificate of:Occupaney, s Requ,ired,.such Building shall Not be Occupied,runtiI, Final.lnspection has been made �i 1 t ...,"�•: emu,. ,.ae.«w�.,. r::-'mac..x<., ..,._ .....�,,,.,u Wi..}'s, va..,w �„aaen,a3,�x4's+a,., .,. � � ,.a u.,.__ o,.«°w3� .,wv... ::v�`., ..qua�l•. .;5�;. r'$ Permit No. B-20-780 Applicant Name: ALEKSANDROV B KONSTANTIN Approvals Date Issued: 03/20/2020 Current'Use: Structure Permit Type: Building-Addition/Alteration=Residential Expiration Date: 09/20/2020 Foundation: Location: 69 ANGELL ROAD, HYANNIS Map/Lot: 306 103 Zoning District: RB Sheathing: Owner on Record: GELLER, RICHARD J&SPITZ,JOANNE (.y Contractor NameACEKSANDROV B KONSTANTIN Framing: 1 � 2 Address: 9 HAWTHORNE PLACE APT 100 Conactor License CS 093798 . Paz t_ a � BOSTON, MA 02114 Est Project Cost: $ 103,780.00 Chimney: Description: ADD 20'X16'TO EXISTING HOUSE. NEW SPACErWILLSERUErAS Permit Fee: $579.28 EXTENSION OF LIVING ROOM, DINING ROOM,'MUDROOM; r Insulation: E Fee Paid. $579.28 Project Review Req: adding one smoke to addition only Date 3/20/2020 Final: Plumbing/Gas IRA Rough Plumbing: � ; Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by tfi s permit is commenced within six,!"` —hs'after issuance. All work authorized by this permit shall conform to the approved applicatioEn and the;'approved construction documents for which;this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and still lures shall be in compliance with the local zoning byla ws=and codes. This permit shall be displayed in a location clearly visible from access street orroadand shall be maintained open for public mspeetion for the entire duration of the Final Gas: work until the completion of the same. p Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this-permit. Minimum of Five Call Inspections Required for All Construction Work.i' w � Service: 1.Foundation or Footing ' -f g �s � � 2.Sheathing Inspection n ROu h: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: J SMOKE DETECTORS REVIEWED SG�NNE BARNSTABLE'BUILDING DEPT. DATE MpR.�p 1014 L.fi. - U FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING 7:w---If, f -. 'x �^�+3+ira«at b`a.•:Yfc3+�F�'�d,'titt:�.3 I.Q. EX. �•• •- f�9CW ADDITION _ 3 ,-- s _ 3y _ 3 OK r 13 ; - wi SMOKE DETECTORS-REVIEWED` BARNSTABLE BUILDING DEPT. DATE zo - = FIREDE .ARTMENT DATE -'B&TH�ICNA'TT•lR " Rf`Q(�YR OR PERMITTING �r 411 • 4' e,a EXISTING' NCW APDIT10N a /oo�� V � .:; Y .si .. � 1 �. .�-'�, ,� - _;fG1 _ � .�, � �� �� � y - ., ' �» � �: • � � .' e� �++ � a _ „�. � .; �4 � � � ,� �ieg � 77 �®� �. � G �__._ �aq+ "Q � a - � - . �, �'. 4-n - � � .. .. y C 6;, a� x y � �.� ,� a� �3 J � « �_ . %�� :t...e .': %Y�!r�iipf0 �S}! e�`!4)3 s !r F�ry j dYTC"A3'£'f1� -�` rr✓�! �� a,5'�'Ia L f � C= �S���� "E.�t;° 15t�f�311� €� F§lr' �C�t78^ s3 .2 a ' Check? Compliance' 1.1 SCOPE Wind Speed(3-sec.`gust).::.. 110 mph , Wind Exposure'Category..:.. ....... 1.2 APPLICABILITY Number of Stories ..: .... ... (Fig 2).. �� ystones <2 stories - Roof Pitch ............. (Fig 2) jZ�:11.<12:12 Mean Roof Height ............. ..... (Fig 2}... ..... .. . Building Width,.W............................................. ... : . ...(Fig 3) :....................................... ft.<_80' ft80' .. .: Ftg 3)Building Length,L .......Building Aspect Ratio(UM {FIg 4) Nominal Height of:Talle!t pening2 (Fig 4) . x x 1.3 FRAMING CONNECTIONS General compliance it framng,connections (Table 2)" _ 2.1 FOUNDATION Foundation Walls meeting requirements 6f;780 CMR 5404.1. - Concrete.......:. ...... : :: Concrete Masonry ..........................:.: ... .. ........ ...... ... 2.2 ANCHORAGE TO FOUNOATIOW,, w 5J8"Anchor Bolts,imbedded or 51 Propneta"echanica,. .,,ors as an aftemative in concrete onl, Bolt Spaang—general:.. (Table 4) in Bolt Spac►ng=from end/joint o.-plate .. (Fig Bolt Embedment-concrete ............................s (Fig 5)... ......................... .....: in.>_°7 ).;.Bolt.Embedment—'Mason Fi 5 ...... ry ( 9 Plate Washer:.......... : .;: : . ..... ... :(Fig 5)..: >3"x .r 3,1 FLOORS. Floor fratning member spans checked f (per 18Q CMR Chapter 55) .. ' Maximum Floor Opening Rimensron Full Height Wall Studs at Fioor:Openings less than 2 from'E)Le bi Wall(Fig 6) ,- Maximum:Floor;loist Setbacks # h Supporting-Coadbearing Walls or Shearwall i.(Fig 7� r ft s d Maximum Cantilevered Floor Joists; Supporting Loadbearing Walls or Shearwa[I..:.: (Fig 8)1.. ft<<_d Floor Bracing at.Endwalts '(Fig 9) Floor Sheathing Type ... (per 780 CMR Chapter 55) Floor Sheathing Thickness: (per 780 CMR Chapter 55) 'in Floor Sheathing Fastertiag .(Table 2) d nails atin'edge J m field ". 4.1 -WALLS ' .Wall Height , Loadbeanng walls (Fig 1.O and Table 5) O ft <10' Non-Loadbeanng walls .......; (Fig 10 and Tabte 5) Wall Stud Spac+ng ' `;(F,ig 10,and,,Tabie 5) in <24"o c Wall Story Off ` (Figs T&8) .'. .. . ... . .. . ... ft's d 4.2•EXTERIOR WALLS3 Wood Studs r Loadbeanng writs (Table 5) 2x: ft In Non Loadbeanng walls (Table 5) <x� ft ;rn Gable d Wa En tl Brarang' F. Full Height Endwall Studs (Fig 10)� ......................... .. WSP Attic Floor Length (Fig�1y1}• ! 'lh ft>;Vv Gyp sum Ceiling Length(if WSP not used) (Fig 11) G'�¢'� fLj�'i..- ft>0 9W Continuous Lateral Brace @ 6`ft ci c k :;(FIg 1"1>} LL ' s �c jµOFMq _ ... .. .......................... �oa MICHELE CUDILO STRUCTURAL No 34774 r� �9p 9Fo/STE FSS'ONAL�G -a..$ �' C n�a_s b. tom ^ a� s> `� r � LQil tr._c.�swtk'. 0.. gid o.a :'c�� aE.5 :0..ii�;; pp1,i3`' i .1^i�� i- �•,....!r_4 Z.. [-.L - Loadbearing Wall.Connections._ Lateral(no.of cendnailed 16d-common nails).:, (Table•7) 2 Non-Loadbearing Wall Connections ". . Lateral(no of endnail'ed 16d common nails) ..: (Table 8) ...... Lead Bearing Wall Openings(record largest opening but Bieck all-openings for compliance t Table 9) Header Spans (Table:9 !, ft in.<_:11 Sill Plate Spans ...... (Table 9) ft in Full Height Studs (no.of studs) ........ {Table 9) % . Non-Load Bearing Wall Openings,(r'ecord largest opernng but check all openings for compiiand6.to Table ) . Header Spans.. (Ta51e 9) ' In 12' Sill Plate Spans :.... : able;9 2 Full Height Studs(no of studs). able 9 R, ) ...° �. Exterior Wall Sheathing to:Resist;Uplrft and ShesrSimultaneouslya+ Minimum Building Dimension ° Nominal Height of Tallest Opening2 6'87 Sheathing Type (note 4 S Etlge Nail Spaaing::.... :.(Table b or.note 4 If less) .. a. Field Nail Spaang ............................. (Table 10) s 'In Shear Connection(no.of 16d common nail s)(Table 10) Percent FulkHeight Sheathing ...... (Tab1e.10 _ 5%Additional Sheathing for WilivitK 0pening>6T(Design Concepts) Maximum Building Dimension, L Nominal Height of Tallest Opening : _<6 8 Sheathing Type . (note 4);" .....:. .., ^Q Edge,,Nail Spa cng ::. (Table 1;1 or note Field Nail Spacing .... :- ..... {Table 11) _i Shear Connection(no.of 16d common nails)ffable 11 Percent Full-Height Sheathing (Table 11 ............................. ..... 5%Additional Sheathing for Wall write Opening?6'8"(Design Concepts)....: .::: Wall Cladding -Rated for Wind Speed?: r `F .... - 5.1 -ROOFS,' s Roof framing.member spans checked': (For Rafters u'se`AWC Span Tool see;BBRS Websrte) ; , Roof Overhang (Figure 19) .. LZft s smaller of 2'or IJ3 Truss or Rafter Connections at Loadbeanng Waits t Proprietary Connectors '� S11'1`L st_ Uplift. (fable 12) U- � Lateral (fable 1'2) L= Shear able 12 (_, _) S Ridge Strap ConnecUoris collar--e not 6.i er page 21 (Table Gable Rake Outlooks: (F�gure 20) ft<smaller of 2 or °2 t -Truss or Rafter Connections at Non Loadbeanng Wallsy Proprietary Connecors, U lift p (Table"14) U ib Lateral(no of 16tl common-nails) (Table 14 �.. .. L Ib Roof Sheathing Type (per 780 CMR Chapters 58 and,59) Roof Sheathing Thickness in >7!'Z w Roof Sheathing;:Fastening (Table 2j ?c � r`Dl� � ) Notes: 1. This checklist must be met m►ts entirety excluding,the specific exception noted in Z,to comply with,the requirements of 780:CMR 5301 2.1".1;Item 1`!f the checklist is met in rts enr�ety then,the fogowmg metal straps and hold downs are;not q. perthe WFCM 110.?mph de ,required Gui F a Steel.Straps per Figure 5 �, 6 :�0 Gage Straps per,Figure`11 c. Oplift'Siraps,per Figure 14,`. d ._.All Straps'per Figure 17 e Comer Stud Hold Downs per Figure 18a 2. Exception Opening heights:of up t6.8 ft shall be permuted 1"n-ipo is added to the percent ful1,h eight sheathing requirements shown:in Tables 10 and 11 t } 3:. The bottom sill plate in exterior wallsahall be a minimum 2 to nominal thickness pressure treated#2-grade cy o NIICHELE c CUDILO m ` 0 STRUCTURAL y - No 34774" 9 g9Gi `cG/STEP�� FSS/pNAL ENG� fi • y , s` :'x,, -'� ! rv•. £ FI, j�.��.rr.` [Fry .:�� ,� ' r a �• ; {<f fi IMF - 1, f - � :5 i,� * $�' .rsM;;, "ty.•..+W-r+!.•k-M �:, r".- Y �Y Y� y't p 'Y �•� '��J ! 4+ �a'M•M^W+wr..1!:�•-n+ w4�C &-tag d _ Alc vn 7-1 a TS t �Pr T �Hi .ENT P; T +q f a r... .rv+w�sd.we�w•• -wNWw- _ w�.Nn�y•-n y s ....:G.v. .w..,6N+ew•..waww.}�.,e�;.+...yylSMwl.wg4, Hv-.v.'^J'.�lb ..•...++-w�w+�ww!w' _ ti , -- "": - , .14 Abw a �6.k iG". AN1ti G f w 1 a tfrAj g gML PKT .1�= 3/t► f % a wJxf� } Y40 tlS P ATTACH MEN N T .�•• :,�... t i T 7 V < i _ y Y ,may »' ' LzitV�'vJ'E e*•,y°Wmti.w.<TAft f 4. .. x.- }y ?; load Stncnirtil Panzls shall nfn,mum tntclrress-of 71I6`and}ae installed ss'foflo�vs i. Panels'_shail be;installed with strengt.axis paiallei iostuds. ii A}1 hoiizontal jgrnts shall occur over end be tailed to f'rar,ung ii On niggle story cans#stiction psice+s sfiail oe auacfied°to bottom:plates and top member of tiie doubiz:` top plate ti iv On two story constnictin`n upper panels sha31 be attae}icd to thb top member of to `upper double tee; plate and to oand joist a<boon of panel Upp -lovier panel shall be made_ to band joist tmd dower attachment triode to lowest plate at First loot framing v Honzontai naii.spacing'at double'top plates'bandyjotsts and�tirders shall b a double row stag�ered at 3 incht s o ucenrer per figures below Vertical and Horizontal Nacung for Panel Attachment:. '.. r: a . .7,r• _ ....w-s;unrw ,.w:wT•+,... ,e:,+.w,re+ ...x.';w w,.'y'ji. »ri-ay.s..-;-...•-•:w,.&'i+.«-�w.t+,�. =.-a. w - " GENERAL MOTES 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 soilsencountered, contact the Engineer of Record. �. 4. Concrete: -Mi.nimum 28 dad strength fc="3000 psi,3/4"aggregate,designed per American Concrete Institute:Code,latest issue:maximum slump=4". a.) Anchor bolts ASTM A307 galvanized-min.5/8"diameter,j12"long;.w/71/2"hookspaced o/c:onin concrete piers+v/ Simpson ABU.-series base SPACED.2 o/c for slab=on-grade.construction(i.e:Gazage;Basement etc.). FRAMING l:All workmanship to:conform to the requirements of.the.MassachusettsState Bmlding Code latest edition. 2.Structural Design Loads: ' Dead Loads:Actual Weight:of'BuildingComponents Live Loads:,Snow Load =30 psf(plus drift)with applicable reducgon ATTIC Storage=20 psf ; Living Floor=40 psf Sleeping Floor=30 psf. Decks and Balconies=60 psf. f Wind Load; Criteria used for II O MPH'Ekposure.B.unless'noted otherwise -3. Structural Steel: (as required),:, a. ASTM A572 Grade 50 shop paint with rust inhibiiive•paint Thru Bolts .ASTM A307 1/2' diameter,punched holes. 9116"diameter. b. Welds -Shop weld cap and'base plates to columns shop'weld i a.ng plates to.beams useE70kk electrodes: Alternativelv,,field weld by certified=welders. c Deflection Criteria: L/360 total load deflection: 4.TimberFramine:. . a.All new timber framing:Spruce-Pirie-Fit No.2 with Fb=1000psi, 1,300 000psi.,or better.-, F b.Pressure treated timber(P T.):Southern`Pine with Fb=..1300.psi,.E=1,600,000 psi,of better. c Laminated Veneer Lumber:A11 L V L.shall be 1;9E L.V.L.with Fb=2925•psi,E=I 9001 si,Fv=285 psi Fc.per=750 psi, Fear=3035 psi: .Parallam;(PSL):Ail PSL shall be min:-1.9E ES with Fb=2900 psi E=1'900 ksi FvF= psi,F.c�er7'0 psi,` Fear-2900 psi. Note thatMicrollam and Paiallam.may beused.inte changtabfy z 1. Deflection Cntena:"L/480 Live Load,L/360 Total Load 2. Optional: Provide&pArawinj submittal of engineered lumber systems for approval prior to matenals purchasing 5."Metal Connectors: 1 ° ` As manufactured by Simpson Strongi-Tie;Co shall be handled and installed per manufacturer;requirements,with all nail holes filled,with the size nail as specified by mfgr or herein A. Rafter to Ridge Beam: Simpson LSSU-series;or Simpson Straps over top of plywood;spaced 16""olc, Rafter to.Ridge Plate:,'Collaz ties inin: ]x6�1;6'o/c at top or.Simpson=Straps over top of plywood,spaced 16'o!c ` b. Rafter ends to top plate .Simpson H25A c. Band Joist: Sim a'; at 48'o/c CS 14R 50 Y'cent red at band joist 6.Bolts: r Bolts in�6od framing shall be standard machine bolts unless noted otherwise Boltkholes in wood shall be 1/32"larg enthan bolt diameter:Bolt heads and-nutsshall'bear cii standard malleabie'ir'on washers;orsquare.plate washers:'All nuts shall'be yretightened atcompletton�of Job. 7.'Blockine:. }, e a.Blocking shall be solid blocking,2x minimum and full depth of member: b.Stud Walls provide blocking at 8 0",•6/c maximum height.-Comers io be blocked at 48,"o/c with pR- od,edge nailing -to this blocking forth&-first-48 of'these building corners c.Nl ilina a Schedule ~ Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-I0d toenails ea end,or 2 16d end nails ea End t ,. d. New FraminiT Provide 2x blocking fot;2-joisUrafter bays and spaced 48 o/c in joist and rafter plane at.all,edges avt4ghi. plywood edges to this blocking 8.Nailin8 Schedule: Ar x All.nailing shall be in.accoi•dance.w=ith Appendix 120.Q:unlessnoted herein specifically.. ' Multiple Studs 16d v 1'2' staggered a.All nail"sahall be common-wire nails "b Sub-bore where;nails tend to spiiY�+ood 9:. Headers less than 4' 0":use 2-2xb;all others par MA"Slate Building CodeTatile 5502.5(I}and(2) The Commonwealth of Massachusetts Depar prwnt of IndustrialAccidents Office of Investigations. 600 Washington Street Boston,MA 02111 . www massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information / Please Print Legibly, Name(Business/Organizatim/Individual): G,tt'I il-e Address• -��� �y'� City/State/Zip: l/2�r�7 T Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1. I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7• ❑Remodeling ship and have no employees These sub-contractors have S. ❑Demolition working for me in any capn'•aci employees and have workers' comp.insurance.: 9. ❑Building addition workers comp.insuuance10.❑Electrical repairs or additions required.] 5. ❑ We are a corporation and its eP 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself.(No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees.[No workers' 13. Other 4e_z,1 comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site informurtion. �� � _ r • Insurance Company Name: 1,145, Policy#or Self-ins.Lie.#:- �( 1 �' Expiration Date: O < ��• 269 Job Site Address IL al City/State/Zip: Attach a copy of the workers' pensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well,as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties.of perjury that the information provided above is true and correct Signstore: - - Date: OJ,7cW use only. Do not write in this area,to be completed by city or town offu:iaL City or Town: Permit/License# Issuing Authority(circle one): , 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 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 of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of it 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-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/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 or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts .Department of Industrial Accidents Q ce of I,nvestigadow 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAM Revised 4-2407 Fax#617-727-7749 vvww.mass.govfdia a � Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR { TYPE--Corporation Restistr`ation. Expiration � �1g g 05/20/2021 i KREATIVE BARNXll� i j 5 N-2 IM- 910 KONSTANTIN B`6 v 159 OLD MAIN STII=FRS SOUTH YARMOUTH,MA 02664 Undersecretary Commonwealth of Massachusetts t Division of Professional Licensure Board of Building Regulations and Standards Cons rq 'tifi�r�Spyrvisor CS-093798 c�pires:07/07/2021 ALEKSANDgPVV B K S XIIN J PO BOX 842 WEST YARMOOTH,,; 3 'O 1 �� -� SS 1.0 Commissioner . I Registration valid for individual use only before the expiration date. if found return to: Office of Consumer Affairs and Business Regulation 1000 Washington Street -Suite 710 Boston,MA 02118 1 Not alid without signature Construction Supervisor Unrestricted -Buildings of any use group which contain less than 36,000 cubic feet(991 cubic meters)of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For information about this license Call(617)727-3200 or visit www.mass.gov/dpl Ago CERTIFICATE OF L{LABILITY INSURANCE DATE(MMIDDNYYY) ram.- U AN C E 09/07/18 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY,;AMEND;EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. ` IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the'policy,certain policies may require an en'dorsement.,A statement on this certificate does not confer rights to the certificate holder in lieu of such en-dorsement(s).: PRODUCER NAME: JIM HINDMAN Schlegel 8 Schlegel Ins Brokers,Inc., AICC.N E» 508-771-8381 AIc No: 508-771-0663 34 Main StreetE-MAIL West Yarmouth,MA 02673 ADDRESS: schle.gelinsurance@gmail.com INSURERS AFFORDING COVERAGE NAICt1 INSURERA:.NGM INSURANCE INSURED INSURERS LM INSURANCE COMPANY KREATIVE BARNS INC INSURER C: - 159 OLD MAIN STREET INSURER D: SOUTH YARMOUTH,MA 02664 INSURER E i INSURER F • o COVERAGES . CERTIFICATE.NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE-INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. S TYPE OF INSURANCE _ POLICY EFF POLICY P LTR IN SO WVD POLICY NUMBER:' MMIDD MMIDD LIMITS x COMMERCIAL GENERAL LIABILITY r EACH OCCURRENCE $: r 1,000,000 DAMAGE TO RENTEff CLAIMS MADE a OCCUR PREMISES JEa occurrence $ 500,000 MED EXP An one arson $ 10,000 A MPP5983J «" 08128119- 08/28/20 PERSONAL a ADV IN $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 - POLICY PE Q LOC, PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: _ $ AUTOMOBILE LIABILITY COMBINED SINGLE-LIMIT $ , (Ea accident) ANY AUTO BODILY INJURY(Pei person) $ OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS ONLY AUTOS ( . ) HIRED NON OWNED - PROPERTY DAMAGE. $ - AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ r DED RETENTION$ $ WORKERS COMPENSATION x STATUTE ERH AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 1 OO,000 B OFFICERIMEMBER EXCLUDED? N I p WC-116$197 08/30/19 .08130/20 (Mandatory in NH) _ E.L.DISEASE-EA EMPLOYEE $ 100,000 -. It yes,describe under - . .. DESCRIPTION OF OPERATIONS below. E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attachedif more space is required) CORPORATE OFFIERS HAVE ELECTED TO BE COVERED-UNDER THEIR CURRENT WORKERS COMPENSATION POLICY CERTIFICATE MAY OR MAY NOT BE,IN EFFECT AT:TIME OF PRESENTATION OF THIS CERTIFICATE;PLEASE CALLrTO.CONFIRM- CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED_ BEFORE THE,EXPIRATION DATE THEREOF,.NOTICE WILL BE DELIVERED.IN ` CUSTOMER COPY ACCORDANCE WITH TH ICY PROVISIONS. KBARNSINC@GMAIL.COM, AUTHORIZED REPRESENTAT ©`1 88-20A ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The''ACORD name and logo are registered marks of RD , nKreafive nBarnsInc. Plroposao/contra, ct : Building&Remodeling CS No. 93798 _ Konstantin Ateksandrov DATE:2.26.2020 159 Old Main Street Quotation#43-20 S.Yarmouth;MA;02664 Job Description: 508 904 0539;kbarnsinc@gmaiLcom Additio. n.20XI .. Property Address: Contact Quotation valid ` Prepared For: Billing Address:, Inforin�atton: until:3.15.2020 69 Angell Rd same -Jo Spitz ; Hyannis MA Richard Geller fi AMOUNT Payment schedule 0" ' �` s .. 1. Paid-$1,000.00 prior work at signing of proposal for plans and permitting work. $1,000.00 2. $35,000.00 at supplied permits $35,000.00 3. $40,000.00 at completion of foundation $40,000.00 4., $22,780.00 at completion of rough framing and weather tight addition $22,780.00 5. $5,000.00-at completion of work as described and approval'ofwork. $5,000.0.0 $1,000.00 paid Initial deposit PLEASE MAKE ALL CHECKS PAYABLE.TO Kreative Barns Inc. TOTAL $10397$0.00 All home improvement contractors and subcontractors engaged in home improvement contracting,,unless specifically exempt from registration by Provisions of with the Commonwealth of Massachusetts,Inquiries about.registration and status should be made to the Chapter 142A of the general laws,must be registered Director,Home Improvement.Contract Registration;=One Ashburton Place;Room 1301„B,oston,MA 02108(617)727-8598.Owners who secure their own. construction related permits ordeal with unregistered contractors will be excluded from the Guaranty Fund Provision of MGL c.142A. ACCEPT ANCE OF PROPOSAL y The Above prices and conditions are hereby accepted,You are authorized to do the work as specified. Payment will be tirade as outlined above. ; pleted All matenaLis guaranteed to be as specified. All work to be com AuthortZed in a professional manner according to standard practices; Any alteration Signature deviation from abovespecifications involving extra costs will be executed only upon written orders;and will'become an extra charge over, w and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control: Owner to carry.fire,tornado, Customer and other necessary insurance. Our workers,are fully covered by., Signature Worker's Compensation insurance. Date of Acceptance: �a � Application Number............................................ Section 9— Construction Supervisor Namel4�STD 4_ /KeSgLea�jelephone Number rO Address 1�X7 City , statep Zip License Number e!V-5 f i� License Type Expiration Date Contractors Emai l k gWr_41 /fLt e_ lug C• Gd Cell # I understand my responsibilities under the rules and reguVations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date Al. 20 Section 10- Home Improvement Contractor Name ��/ �/�_ % �� /'L- Telephone Number ���J /�� ��3(n Address ��� � hal'-z'City State 14,-/4-Zip ®C K�I �S-�'� ' Ex 2 2 r Registration Number Expiration Date p I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the To table.Attach a copy of your H.I.C... Signature Date //_ Section 11 —Home Owners License Exemption Home Owners Name: l Telephone Number Cell or Work N I understand my responsibilities under the rules andjegufiations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code>'Iunderstand the construction inspection procedures,specific inspections and documentation required by 780 CMS nd the Town of Barnstable. Signature ,� Date APPLICANT SIGNATURE Signature Date Print Name �n'v kek 'ter elephone Number �1,9T 053 E-mail permit to: /ON5 `�IVL^& (��A l Z , 60A� Last updated: 1/31/2020 Section 12 — Department Sign-Offs Health Department ❑ Zoning Board (if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to the fire department for approvak Section 13 — Owner's Authorization 4a- , as Owner of the subject property hereby . authori to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner date Print Name, I 3 Last updated: 1/31/2020 Assessor's offioe Ost floor): pFT"ETo Assessor's map and lot number l.J..C�...... �),. .... Q� �` Board of Health (3rd floor): fl j/ Aa r,'� o" Sewage Permit{ number .........._... . ._...d.. ..........`.................. "` Z B�ST1►DLE. Engineering Department (3rd floor): ; t 'oo` NAB Housenumber ........................................................................ o gar n' APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTABLE ' BUILDING INSPECTOR',, APPLICATION FOR PERMIT TO �........... .................� .... TYPE OF CONSTRUCTION ......W. 4.1....�c 4�m. ...... .................................................................. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location f!a 9 1449 el/ 7a6.�' �/v �.� %�..................................................................................... . ................................... .y ...... .`... ........... ProposedUse ...,/.{:. .5��/. ///,/F! ./................................................................................................................................. a L Zoning District ..............; ..... .......................... ................... District ...... /.. /S Name of Owner ........:...... ... .. ................./.............:_..............Address .................... .. . .... ................................. � yy} rrlrclC�/? / 7�% ..Address �./ ?.l� X........ Name of Builder ....ti.... Nameof Architect ....:........ ..... ........................:...................Address .................................................................................... Number of Rooms � . /...........................Foundation Exlerio. C /111 -(s... f !/r....., 1�.// / ........Roofing /.. i'®Gr�G/ ... .JJ3�'.. a`r................... Floors (...Gl. �..................................................Interior ......(/ / ....................................... Heating 0.../ ..................... Plumbing ... g ................................................................................. _ Fireplace ..................................................................................Approximate Cost ........ ... 0,P n Definitive Plan Approved by Planning Board ______________________________19________ . Areap'® fU s/ Diagram of Lot and Building with Dimensions Fee i' SUBJECT TO APPROVAL OF BOARD OF HEALTH I 0a0 ^ ,) • I } I Ehr� r of 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. l Name , / Q ,,,,Construction Supervisor's License .®1 7 ?v" DREW, PAULA F. A=306-103 29595 �-'Build Dormer........ No ................. Permit for .:v,............... ....&... nd..Floor Deck/...Single...Fa, :„y„Dw. Location ...69. Angell .Road.............. ............... ....................Hyannis............ .....:. ................... Owner .....Paula..F.e..Drew... .... ....................... Type of Construction .....Fran.. _ ............................................................................... Plot ............................ Lot ................................ Permit Granted ......July........................19 86 Date of Inspection ....................................19 Date Completed ......................................19 r y"V Assessor's offioe (1st floor)-- _ ® SEPTIC SYSTEM MUST B CF7NETO Assessors map and lot number .1..���. :..... 1,,,,3.... INSTALLED IN COAAPLIA Board.of Health (3rd floor) WITH: d K S Sewage Permit number ......:.:. ............... Engineering Department (3rd floor): ENVIRONMENTAL CODE oo LE, a House number .... TOWN REGIJ�-P Tlr,�Amp '°�o�AY°�e�' APPLICATIONS PROCESSED 8:30�9:30 A.M. sand 1:00-2:00 P.M. only TOWN , 'OF RARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ... ....... ...../.r ... .Q................. ................... ..... TYPE OF CONSTRUCTION ....... ..:. .. Z4..,-n.�......................................................................... .. .. ...........i g.-F-- TO THE INSPECTOR OF BUILDINGS:The undersigned hereby applies-for a permit according 'to the following information: Location ...6 9...t v.ell:..?4 .... .Ax ...f1..?24., . ..................... .. ProposedUse .....I?Ie .1111-&.64�_l.............................................................................................:................................... Zoning District ......... .:..... . ...:.......:....................................Fire District ...... ...........................:.............. Name of Owner ....PO. C.... .:..,'/.I �G�. .......Address .�./..�l . ..� J .. ......... ?.��/44AS� . .� O .y.. Name of Builder .�!'�'I �-:!<_�� ....� .../l ..Address .4! �4?.� !Y.... ®.P,/lf�llZc 'J4�if� � �..�k Name of Architect .......... .. ...... ...............................:............Address l /............................................ . ...V��f/ .. ............ .. Number of Rooms P � 1.!.........Foundation Exterior ..��/1J&....�4.0/6A..... ........Roofirig .���.C�.��1Q/�...e�1�."�� ��................... /y Interior W.... � � Floors ! .......................................... Heating .......®`!...............................:...................................Plumbing .............o... CC.-T ............................................ Fireplace ...................................................................................Approximate Cost ......../1 0.00 ......................... Definitive Plan Approved by Planning Board ---------------- �J�/9 Area. ............. .................. . .... Diagram of Lot and Building with Dimensions Fee /�O9� SUBJECT TO APPROVAL OF BOARD OF HEALTH AL V w ~ Ehr. j a t Kier Lo �I ; OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS 1 hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ...... .... ..../:1�! ........... Construction Supervisor's License .. ...'?:. �7 0 DREW. PAULA F. J No ................: Permit for ...... t .......2nd. F.�9AX..A_ Single—Family.r1g]e..kamil;r Dw. Location ...69... Augell-RQaA................................ ' Hyannis ..................................................... Owner ....Paula F. Drew i - Type of-Construction .....Frame Frame........................... 4 Plot ............................. Lot ................................ 7 K Permit Granted ........July...2.'..................19 86 f t Date of Inspection ....19 Date Completed ��.2..Q....... .........19 IL f • 11 El ON E6AME GABLE WALL w/BLOCMING BETWEEN 11109 �� n El El iW20310 iW28310 . ------------------------------------------------- ----- --------------------------------------------------------------------------- ----- NEW ADDITION EXISTING SOUTH ELEVATION EAST ELEVATION SCALE:114"=1' SCALE:114"=1' L ❑ ❑ El El W - - --------------------------------- -- - - - - - ----------------�------------------------------ - - - - - - ------------------------------------- - - - - - EXISTING NEW ADDITION WEST ELEVATION - EXIST.SOUTH ELEVATION SCALE:114"=1' SCALE:114"=1' RevI Data I Descri on of Revision I Name PROJECT FOR KREATIVE BARNS, INC. 69 ANGELL ROAD Combination Design HYANNIS,MA 166 OIO Mein 6t.,6.YalmouN,MA 02664 <om0inetlolWesign.com NEW ADDITION • �.m1". ��a m�,m ❑Existing ❑Conceptual D 022820-02 O. ®proposal ❑Approval LGv 6EW 02/28/20 ELEVATIONS ❑AS Built ❑Installation <^itlMe• •• tia••=r ,A {' 6 (2)9}"x 1 J"LVL EXIST.CHIMN EY TO REMAIN w/NEW FLASHING @ ROOF OPG.BRICK ON \,� INTERIOR TO BE CLEANED&SEALED (4)VELUX M06 _ 2 x 6's SKYLIGHTS/ 9 \ �EPIFV MATCH EXISTING -' ROOF PITCH O. A� _ - 45 "R.O. \� SHEAR WALL SIMPSON H2.6A �C6 Lb SHEATHINGTO REMAINSl" \ m lam"rninsl //y+$ 3'-6" O O ». 2 z 6 STUDS @ 16"O.C. 4'0" NEW OPENING- NEW OPENING 92)2 zHE H 4w/(x7x H 4'-0•• 7'-9" w/(2)2x6 HEADER w/(2)2x6 n r-----T r-----� -I VERIFY HEADER i i i I E❑ L_____J L_____J sg"ANCHOR BOLTS 113x3x}" c PLATE WASHER @ 45"CFR. nEw nFaOERIz1 v}•w1 w/ __—__—____ ___ _NEW FINISHED FLOOR TO BE 21". siMRSOry arc2RA-sans @ EMn no 20•-0'• LEVEL W ITH EXISTING 2 z 8's I - � (3)2x10 BEAM±16' I (2)#4 REBAR 2"CLEAR(TYP.) �i -. 4'_O" r-----i r-----� - -� CUT OPENING IN a•-0•I i 8' EXIST.FOUNDATION AS REQUIRED it - - - - 10" 4-0 • �� 2}'CONC.SLAB (3)STEEL LALLY 2 x 4 CONT.KEYWAY 2-0' ON 10 MIL VAPOR COLUMNS ON 10"x 24" - BARRIER x 24"CONC.FTG. 24'_0" EXISTING NEW ADDITION FLOOR PLAN - (3)2x10 BEAM+16' SCALE:114"=1' `---- • 8"EXIST.CONC. FOUNDATION NEW ADDITION EXISTING SECTION VIEW SCALE:318"=1' Wevi Date I Description of Revision IName PROJECT FOR KREATIVE BARNS, INC. 69 ANGELL ROAD Combination Design HYANNIS,MA 156 Old Mein SL,S.Ya 11M 1- 0 664 - c"mEineli"mesign.c mb.�uaea NEW ADDITION ❑Existing ❑Ooneep- D'022820-01 ®Proposal ❑App rove l BEW 02/28120 PLANa OETAILa ❑As Built ❑Installation e""•°e• NOTED j i Hyannis, MA �- Oak Grove ye I c � o i o�So U(�j�j StetsonStreecuS c� { O { l Seth ate Angell Rood � Ve Norrr is St Gosnold Street � �t E ohw SITE LOCUS 1! NOT TO SCALE t 0 t 0 a? Map 306 CA Parcel 102 w e 9 � 250 ± SF 1 . Assessors r Map 306 Parcel 103 oh w 2. Bk 12062 P9 07 3.) PLBK85PG15 4.) This property is not in a Wellhead Protection District 0 l 5.) This property is in Flood Zone X 20.5 Firm Map 250001 CO568J Dated 7/16/14 Brick Zone. RB a Patio House #69 43,560 Sq. Ft. CL I 3 Bedroom 20 Frontage 100' Width I i 1 Setbacks s W Front 20' �� S�'"a ` STEf�H EN tiG 1 ,, s __ Side 10 rooRE -+ g ti Lil �` ''' �°�i __ -- _ , R e a'r 1 0' 0 No.39398 2.0 25. 0 2.0 LC) <- O O Qp Note: r- 26 .0 This plop` is only valid for current regulations and may Z not be saitable for future regulation changes that may occur. 4 20.0 Site Plan for Proposed Addition 69 Angell Road Hyannis, MA by: 0 p 0 S e d r, Pre Prepared for: P y A I I O n Richard Gellar All Cape Septic and Survey O 618 Route 28 69 Ar'gell Road DriVewc� �, West Yarmouth, MA 02673 y CV H yo ran i s, MA I (508) 771-4200 allcapesepticOgmail.com Date: 03/03/20 Sheet 1 of 1 By MA Check: SM Project No. AC— 221 NOTE: N 88°09'10" W GRAPHIC SCALE LOCATION OF UTILITIES IS APPROXIMATE AND ALL 77. 4 UNDERGROUND AND OVERHEAD UTILITIES MUST BE 10 0 5 10 20 40 DETERMINED IN THE FIELD PRIOR TO COMMENCEMENT Map 306 OF ANY WORK, THIS INCLUDES, BUT NOT LIMITED TO, REQUESTS TO DIGSAFE, ANY PRIVATE UTILITY COMPANIES Parcel 101 ( w FEET I AND THE LOCAL WATER DEPARTMENT, 1 inch = 10 ft. j