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HomeMy WebLinkAbout0324 CLAMSHELL COVE ROAD b CLARSHUL CovC-. -P i r: ,� a j e TOWN OF BARNSTABLE •-� CERTIFICATE OF OCCUPANCY — PERMIT #52325 a :1 PARCEL ID 005 064 GEOBASE ID 81 ADDRESS _. ..324.,CLAMSHELL -COVE._ROAD .. -PHONE. COTUIT ZIP — i LOT 1 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 63933 DESCRIPTION CERT. OF OCCUPANCY 4 BEDROOM SINGLE FAMILY PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of ARCHITECTS: a Regulatory Services t TOTAL FEES: BOND $.00 CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY BARNSPABM MAS& ,p► �b zg9 e .'l A D MO► B I SION B DATE ISSUED 09/24/2002 EXPIRATION DATE. APPROVED TOWN OF BARNSTABLE ❑ GAS ❑WIRING TV PLUMBIIVG�gUILDING TOXIN OF BARNSTABLE. f BUIL,DI�G P}s' tM11" tF PARGEL iD 045--06* a GEOBASE SD 4 81 ' ADDRESS 324 C. M$HELL COVEROAD PHONE COTU I'i' o M ZIP ` LOT LOT S I ZR DBA DEVELOPNEN's DI;tiTR,I rvT CrL, PERVIT 52325 DESCRIPTION NEW 4, BDRM_°SING.FAM.HOMR SEWPT#01-122 PEMIT TYPE BUILT? TITLE NEW, RESIDENTTAL"BLDG PYd'.I' CONTRACTORS: MC ELHENY, GROVER ° ° ARCHITECTS; Departmentof Health, Safety TOTAL FEES: $1,250.22 an �nviironmental Services BOND $.00 + CONSTPUC'TICN COSTS $4.06,200-00 IKE 101.. SINGLE FAM HOKE, DETACHED 1 ' PRIVATE P N a IARNSTABLE, s ° BUILDIN DIVISION DATE ISSUED 03/22/2001 EXPIRATION DATE BY�--?k'��:.:---� ---� THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART,THEREOF,EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR` ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM'THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT,POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU ELECTRICAL,PLUMBING AND MECH- (READY TO LA: , PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. t OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE.. 4.FINAL INSPEC;'ION BED JRE OCCUPANCY. 6 .P s a BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS �'y -2� zooms 2 2 �p,4 2 to ICY-e 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT o `� � ��?hz . 1 2 BOAPD.Of HEALTH .Z 1-ld OTHER: w w7r• :440Ke SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS.STAGES ORCONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. ^ TION. e 6 i - I I I I .. I I I I I - I I I� I 4 l POPPONESSET A, R� ���� U n`y'IsHc BAY �� 3 / p/ oaf ARNE o�� Spy I_ DATE REG. ND RVEMORA FULLERS 4 N0.26348 ,o MARSH 12. 90�FJ �EGrStE���ye� \CLAMSHELL s�oAVY spfiv�, COVE RD. LOCUST TRACEY RD. _ _ t► + 1 128 LOCUS MAP \6• a 1 4� o SCALE 1: 25 000 COTUIT QD. a . DAGMAR K. Ili S T AL. \ M.L.W. DATUM = 0.0' OBSERVED 216 RUTLED BELMONT, MA. 02478 #6 3 6. yam\ +-2.1 +0. 1 to • 1 ly �� , STATE COASTAL BANK �1 I D + 4. ® ` (FLOODZONE ELEVATION) 1 1 9 = EL. 12.0' i i� m 3 o o o f0 4 � 11.9 0 I I D \ Li r CO 1.8 I oo i 2. +18.8 + + 1 .8 +-2.3 m +-1.9 N I I -F / 65.2"* 0.1 #Bl ,IQ A PROP. GRAVEL (_ T2' ' FOOTPATH WITH +2 .9 I i IN-GROUND +2 +-1.8 I I WOOD RISERS PROP 6' 4' WIDE I I 1 PLATFORI I AS NEEDED +19. � DWALK i i + �5 d PIER # I 2 � hlb 1 .0 ob- i ; �15.� PO#1 3 �MARSH ^ GP GEORGE PHILBRICK ET AL. 12.4��,�' P.O.BOX 1890 #1 BOSTON, MA. 02105 �5� �PNv %508-362-4541 508-362-9880 down cape engineering, inc. 10.3 CIVIL ENGINEERS V LAND SURVEYORS PLAN ACCOMPANYING PETITION OF 939 main st. yarmouth ma 02675 D. ROBERTSON & TRACEY FERN AT #324 CLAMSHELL COVE ROAD TO CONSTRUCT AND MAINTAIN r A TIMBER PIER AND PLATFORM � �� IN AND OVER THE WATERS OF _ 31 POPPONESSET BAY (COTUIT) BARNSTABLE, MA. SCALE: 1" = 40' APRIL 10, 2001 wnn—n?8 (ZWP-T 1 nP- 1) f` PROP. HANDRAIL TOTAL LENGTH = 83' (ONE SIDE) 8 8 8 8 8 8 5 6 6'x 12' PLAT EL.7.5 ELEV. 5.0'1 EL.6.0 EL5.0 MHW EXIST. ML 0 EL. :GRAD o.o' 6"x 6" PT POSTS (TYP) IN MARSH i f DRIVEN MINIMUM 30" i PROP. 6" DIAM. PT PILINGS MARSH/BVW I (USE 6 — 6" DIAM (TYP) PILINGS FOR PLATFORM) A — A DRIVEN MINIMUM 6' BELOW GRADE PROFILE VIEW PROPOSED SEASONAL PIER 1"= 15' H + V 4.0' 2X6 DECK -H 1" SPACING o0 CSk. HEAD (REMOVABLE) N 3X8 STRII 2-2X8 BENTS 5/8"0 H.D. h6D ® GALV. THRI n 2X8 BRACES =—L2X8 BRACE -- ® ° 6" PT PILIN 8' BETWEEN ELEVATION SECTION PIER CONSTRUCTION DETAIL 1"= 4' H + V off 508-362-4541 L + I fox 508-362-9880 OF down cape engineering, inc. "D. RROBERTSON &- TRACEY FERN.. —' CIVIL ENGINEERS OjALA ARNE G� AT #324' CLAMSHELL COVE ROAD_ LAND SURVEYORS CIVIL. POPPONESSET BAY 939 main st. yarmouth ma 02675 No.30M (COTUIT) BARNSTABLE, MA.-' -IJ-7Io i • aF,NE,o,,ti The Town of Barnstable BARYSTANLE. Department of Health Safety and Environmental Services 9 MASS. 039. �0 `fFOMA� Building Division 367 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection G n ,� Location 7i'7 �1�'� L Gb-9—Permit Number Owner Builder One notice to,remain on job site, one notice on file in Building Department. The following items need correcting: Loc./ r�t'5r� (s PLO O d i �jo KO- 1 �✓ f-f's I V dk.�_T (f,rp IC._'U1*'LXA I 6 i —ZA �Y-, 2 Please call: 508-862-4038 for re-inspection. Inspected by Date 1 09/19/2002 09:01 5084770767 GROVER MCELHENY PAGE 01 ter' —�•\ CUSTOM !3�:1LDLR5DLR5 PO. Box 159 • Cocuic, Massachusetts 02635 • 508.420.5363 To Z! 'f'l•t2 co�� H q fKo c-�5`77Z. Z> ✓ 1--r( P TV 1 2 -r 11 Z> fZ,a,.►� Y G..�. �Z T>' PZ--M T'r-•Z �.1'"� O -_1 T-V I 09/19/2002 09:01 5084770767 GROVER MCELHEW PAGE 02 (colony Insulation, jnc,. � :,��\,`�L.:`�.,., ,.� l�:; :'�c i� Box 189. Catalumet, MA 02534 INVOICE NO: 30562 Tel. 508/563-6049 Fax 508/564-6117 DATE: April 17, 2002 / )�,!, /.)01.—', job Name: 3 Story Grover McElheny Custom Builders Clam Shell Cove Road PO Box 1080 Cotuit, MA Cotuit, MA 02635 SALESPERSON I CUSTOMER # DATE OF JOB RES COMM 51-Y TERMS Geoff Due Upon Receipt of Invoice DESCRIPTION j0;1OUNT 3'd Floor Ceiling-9" Kraft Faced Fiberglas w/PVE R30 I" &, 2"d Floor Ceiling-3 1/2" Unfaced Fiberglas R-I I Closet Slopes-8 1/4" Kraft Faced Fiberglas w/PV R:30 Basement Ceiling-6"Kraft Faced Fiberglas lk:19 3,d Floor Slopes To Plate-9" Kraft Faced Fiberglas w/PV R:30 ExtefiorWall-G' Unfaced Fiberglas w/Poly R:19 3r"floor Knee Wall-3 '/." Kraft Faced Fiberglas R,13 Closet Floor-9" Kraft Faced Fiberglas R:30 Blockers-3 1/2" Kraft Faced Fiberglas R:13 Overhang-9" Kraft Faced Fiberglas R:30 Foundation Walls-3 112" Kraft Faced Fiberglas R:13 Stair/Risers-3 112" Kraft Faced Fiberglas R,-13 2nd Floor Exposed Ceiling,-9" Kraft faced Fiberglas K,-30 Bath Walls-3 1/2"-Unfaced Fiberglas lk;I I Total Due' check anti njjtkC all Cht;ek-�,pj%-;j.bjC to: COJOJ�Y 1178(dO(l 111c asr mark you T h1voice?VjMb7 00 Y-) 1 f you have any clucsholls collcrming this llwolcv,c"0L.julic 1:)rolctte. THANK.IOU FOR YOUR BUSINESS! c s TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 0 Parcel - Permit# Health Division Date Issued Conservation Division ' �� 'Sr-u— �`3r Fee by �oWAI CAS Tax Collector. ��—Q� y 37 �20 Treasurer � �— ��`OO� SEPTIC SYSTEMI �P�NCE Va INSTA'. W Planning Dept. VI M T=S RNTAL CODE N" Date Definitive Plan Approved by Planning Board eNMn ON � , Historic-OKH Preservation/Hyannis Project Street Address Village o ; Owner Address Pm . . Telephone Permit Request !!t& 7-7 , ) (.AJ) Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Valuation Zonina District Flood Plain Groundwater Overlay Construction Type LrPr Lot Size Grandfatiiered: O Yes ❑No If yes, attach supporting documentation. FV J Dwelling Type: Single Family O Two Family O Multi-Family(#units) ( o Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑(s No Basement Type: 0 Full ' ❑Crawl ❑Walkout ❑Other _ CD Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) c,:): D Number of Baths: Full: existing new Half:existing ndW w — r Number of Bedrooms: existing new W M Total Room Count(not including baths): existing new First Floor Room Count a . Heat Type and Fuel: ❑Gas 0 Oil ❑ Electric O Other Central Air: O Yes ❑No Fireplaces: Existing New Existing wood/coal stove: Cl Yes ❑ No Detached garage:0 existing ❑new size Pool:0 existing 0 new size Barn:O existing O new size Attached garage:0 existing O new size Shed:O existing ❑new size Other: Zoning Board of Appeals Authorization O Appeal# Recorded O Commercial O Yes ❑No -.If yes, site plan review# C Current Use 04:_r✓e Proposed Use BUILDER INFORMATION / QT Name V 1 s Telephone Number Address E2, f:2 License# Home/Improvement Contractor# , Z� Worker's Compensation# 973 X 2�571 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO i SIGNATURE DATE ld FOR OFFICIAL USE ONLY PERMIT NO. . DATE ISSUED I MAP/PARCEL NO.' ADDRESS VILLAGE OWNER f DATE OF INSPECTION: FOUNDATION t FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH _ FINAL GAS: ROUGH,` FINAL ti FINAL BUILDINGtam — 9f DATE CLOSED OUT = a, ASSOCIATION PLAN NO: s�� A . ✓�e 'Ganvuz�ruueall� o`..:!'lrzdiln�,rtude�d BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 068433 Birthdate: 06/10/1955 Expires: 06/10/2004 Tr.no: 26042 Restricted: 00 GEORGE R GILLMORE PO BOX 940 COTUIT, MA 02635 Administrator _ ;icard of itci!Jing It:�u!al:on:::ud�.nnd:.rC' HOME IMPROVEMENT C7NTRACTOR 1=! `- k7 g Re istration: 123494 ' Expiration: 02/26/2003 Type: PRIVATE CORPO'ATItD' Cilhro:e Marine Contracting,inc. Gerrge Gil!more 37 Bowdoin Rd <,l '��•..- Mast:pee.MA 02649 :dn;inicr.�t::r i The Commonwealth of Massachusetts Department of Industrial Accidents - Office offnyestigatioes.. : 600 Washington Street --_ Boston, Mass. 02111 'j Workers' Compensation Insarance Affidavit Heine: � � .� •.. location: l ,t� l r ^� f city nilone# v�_ 7 `/ ❑ 'I am a homeowner performing all work myself. . ❑ I am a soleproprietor and have no one worldn7 maca achy workers' com ensation e 1 er_ roviding P ?..;.:n.:::..,. :::::-.:::{.}:.::n:r•:; }.., :.;}:........,.+.,,. am mp oy P .....................r.,........ ...... ...... ..r..n.. +...r+..+ .......r .,....... .n ........... :. .r....... .......::::..,........n.Y:<,..:::::}:'.,.Y>:{.}:.::.;:t{.;..:4;:.�}:..rF'.:Y:?:F::>:<:»}:::�:+:.>;.}v:';.ri.:. ....:r•..........:},4:••:v.....•;3•:r. ..... ...J.:{.::............:f:. .r.... .:}. :}:4••}i:. .,r 4:.- '}:•%�::F!•?ii.v:4::!•}:vv..., .v}'..?.•}f?.:4Y:., ... .......... ........... .....+. .. .rr... .....Jv .. .......4... :., +...,. ?{?�: .. ..yrr::%}:??4Y;?::.. ... .Fyn.:?:`+' ?".{.r•:4ii r...... .... ... ........n.... +.....+ ....r. .... ..... .. .... rr: r .. ... }••Y:.r•:•i'?:;:::nv.,......+• ..#}'•!%•}:::::,v: .....:. n...... .n... ..,... r ..:......... ,^':F:;i•}:::}';;;i:::?;F :•J.4ryv.n.,vn}:r:�;•}};;?�: r:...............1.......... ........ {.�..,.;.} .. :r .. ......:::•: n•' r:: .}i % v.?•:?'•}>:?^:v.n..v.....:r -%'}:ji;::;r>:;.�;:;;:}?•r%�•%:1j:F�. ,.... } .... �...:,,{.:::}: i'• nr..: .. ?::::4!::.::' .. .. .. :{•:4't4r}:•}:{N:yvF v:i?4:{vy;••}'J:4:{r•:t•}::y+}?ryF:<L?Lv:!Ji':FFyr':FFh,<?{:F:•':;::::n?i... .coat ................:.........:.................... ..... ... ... .r................ .:... .4.:.:::.:::.,.:::::::.:,.:::.::.}}}}:.:?;.}::.}::....:::{:.yi}}:.}.:}:}..::>:{r,%::;.;,•.:i::.i:F•:?:;;<::}��:�::::•::,{{..:::.::a,,:•:.�::r•:t`:na'}{?.Jt:?.;;,:yF;.}::.;?F: ... ..r...... ......rn..v. .....r .xv...:. .r. ..n ............}. ..: .. ::::r.,....... 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F:::n4}::r;•;.•.:�:::•r•.,.•r r:.i•r:r•.?::•...}•:n•:?:: r::::n•.t:.:::::•...rr::�•.:•::::::n•.r::•}:-}:-}}:••Y}:;..,.}}:�•::::.,.{:.t::•:::•} 0 E:: i•......:.. i��JLI'L'.8I2CP.:::QOY::::k;:>�;!y,*>�•:•;}:!?>{;>.?:::!;•}:%;{.};.?.F:;;!::n:•:-:•:.�::::+•::::.::::::•::•:::.. Fafiure to secure coverage as required ender Section 25A bf MGL 152 can lead,to the Imposition of ctiinituil penalties of a See up to SI,SOO.QO and/or one years'I,nprlsonment ss weII�+dvII penalties in the form of a STOP WORK ORDER and a Sne of$100.00 a day against me. I understand flat a' copy of this statement maybe fotvrarded to Ehe OfSce of Investigations of the DIA for coverage verification that-the-information-prouided.ab,ave-is1r�_an "orre - • I do hereby v� Date :Signature - . . .�D• �.,..• �•' �� Phone print name551 LG - omcialuse only do not write in this area to be completed by city or town official city or town: permit/license# OBuading Department ❑Licensing Board ❑Selectmen's Office ❑checkif immediate response is required ❑Health Department contact perso phone#; ❑Other n: (fevised 9195 PrL� A .Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is:defined as every person in the service of another under any 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 shall not because of such employment be deemed to be an employer. building appurtenant thereto MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance br renewal of a license or permit.to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the' commonwealth•nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation acid supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The.affidavit should be retumed to the city or town that the application for the permit or license is not the Department of Industrial Accidents. Should you have any questions regarding the"law".off.ygu being requested, ._ s. �• _. are required,to obtain.a workers' compensation policy,please cMh the Department at the number listed below:.• City or.Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of'tjie affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Plese. `cease number wl'iicli willbe usird is a iefeience number. T 6—* ffidavits may.�e'r ddte•,. be sure to fill in tlie.permrtlli - ' " have been made. the Department'by mail,o'r`.FAX iinless other arraagements.ha µ The Office of Investigations would like to thank you in advance for you cooperation and should you have any c uestsons. . please do not hesitate to give us a call. �������� �, The Department's address,telephone and fax number: The'Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street _.5 Boston, Ma. 02111 fax#: (617) 727.7749 phone#: (617) 727-4900 eat. 406, 409 or 375 ZHE►°� Town of Barnstable Regulatory Services snxr ASS Le, MASS. A� Thomas F.Geiler,Director 1639. `00 rEo .�a Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date '?h//0-71- AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. �- _ Type of Work: V �5 Estimated Cost v0(D Address of Work: �f Owner's Name: Date of Application: I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Odrn Da a Contractor Name Registration No. OR Date Owner's Name Q:forms:homeaffidav C-7' oos-/, 3/p I� l f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 00'--- Parcel U to 10�OL I Permit# —5-2-3 Z_S— Health Division /—/Z 2 ?__ Date Issued 2 /-Zbo) Conservation Division ��z�/twl )z/id/Zca,� r—`' �. �—`" Fee r,.2 Z Tax Collector s�-- FEB 27 2001 J Treasurer"' •� �Fl [�`-�`e��.�/���»*"." � SEPTIC SYSTEM MUST BE Planning Dept. !�' TALL ED.INCOMPLJANCE Date Definitive Plan Approved by Planning Board ��Ar f 10 S 7 PM WMT=5 2 _ ENVIRONUM&CODE AND Historic-OKH Preservation/Hyannis S f �' P-,TOWN P GM A71ONS r Project Street Address 2�( L' ✓4 Ms�[�c.t e K , Village co K F Owner '17o Kr'��4s Address gG r W 4TZ_t!`c'g„�•I g i ►.�•TD Telephone 1-7 -3 32- i Permit Request `T o Co ►►LSTe-tiLT S -'KI6 t!z- :A ► j c2v 7 FZAAAZ w2_4_ _, w.lCIS R'I i�G S 30 Square feet: 1st floor: existing proposed I loZS 2nd`floor: existing proposed 1325 Total new 34to Valuation 4V tb;d4?;2 Zoning District Flood Plain Groundwater Overlay Construction Type W o v 7 r 2 of^^` Lot Size + Grandfattiered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family O Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ,�No Basement Type: P Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) I Z S Number of Baths: Full: existing new 3 Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: P.Gas O Oil ❑ Electric ❑Other Central Air: TfYes O No Fireplaces: Existing New I Existing wood/coal stove: El Yes ❑No Detached garage:❑existing O new size Pool:❑existing ❑new size Barn:❑existing O new size k�r Attached garage:O.existing ❑new size Shed:O existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded O Commercial O Yes ❑ No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name_ Aflo✓VC t 4`1�'rLNZAH TLu 1 ?ZES Telephone Number C/zo — S 363 Address 9 05-OA t o BO License# 0 tt 1 Gci 3 &fl r T OA--L A Home Improvement Contractor# 110 4 gs Worker's Compensation# )4WL acay &coo ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO /;o C I'd E: SIGNATURE DATE 2' 2LJ b i • FOR OFFICIAL USE ONLY PF.RMIT� 3 NO. ' DATE ISSUED n MAP/PARCEL NO. ADDRESS Kam.-x, VILLAGE .{ OWNER a " DATE OFINSPECTION:`v i FOUNDATION , FRAME ' INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL J d= PLUMBING: ROUGH ell A'az =a FINAL GAS: ROUGH " :� FINAL FINAL BUILDING DATE CLOSED OUT - ra i� ASSOCIATION PLAN NO. "'" sr ► SUTRDTVISION PLAN ..OF LAND IR BAHPJS'.,AwL : Charles N . Save.ry Inc. , ' , Survey ors 11260 C;,- November 13, 1969 el 3 I ror jog Y N � N N. L c ; N o D so q, 3 Von .. oi_ d•N S o E� �i\7AS^ — O O Z NOD NJ. N �,- u r k ,t is bPt E�f`� W. 0. .. —A '76 -�,•A i tpf1�T���-.-� _. _ ( �� � �a•cirt.6e20 t I N o Lq r Cow BAY SSET ao op D r Ir . pee Q N ��• Flo POP DETAIL '�' Mj�• Subdivision of Part of Land sc..�� r'•so. a. la°,. Shown..on Plan 11260A. I Filed with Cert. of Title No. 1621 Registry District of Barnstable County. kM y.Y _ Separate certificates of tit/e may be issued -for land . , ShDw/f hereon as----moots__lrL3__________________ Copy of pad of plan By.the Court. fl in -- LAND REMSTRATlO.N scale of this An R.L.Woodbvry,Engdreer l6r• _ o� : The Commonwealth of Massachusetts Department of Industrial Accidents OMSat/orlresUBatloos 600 Washington Street Boston,Mass 02111 Workers' Compensation Insurance Affidavit name: location: 1 city phone# ❑ I am a homeowner performing all work myse E ❑ lamas r0prietor and have no one woricing in any mvacitr y/ I am an employer providing workers' compensation for—employees warldag on this job. :...:... ..: Commname.. �.•�t>...v c:�:>:>:::`:>:`i ..•. { �'�.�.. ..:.?:}:::.}?:.;}. ......:.: .... t7tV.'.:: .. �� ... :d•."...::..�::b ................. ��1onQ'�5.:�;.;;.x;.:.;•::;}:.:.::.::_..:..,..,.,.::....:.,?,�..,{;:<;;::...,:<;:;:;;:.:}is::x:.:;:::::;;: ::: ::::::<::::t: -.. ... .... :........... . ❑ I am a sole propri �g eral' n &a homeowner(arek ogre)and have hired the conm ict=listed below who have foll the easation P ,....... ,•,.....�,i�.,,.:t:.},:�:A}?�...,:.....'......gin.............::: no ::::::.................... ... ... .;.::::...........:.................:.:::,..............::........... ................................ ............... ... ...........................................:::: .................... • ....n:.vnv:w:•r:.:w.:v:..v:{:::.v.:vnv?:✓.:•.Jwv.,vv::.:vvv:}::[��:{�.�Y::{•}:{{b:•i:•Yth???}}}}?y;�:9 .::•.�:_:t•:•..,.uY.•}•?>:•iix•:•>:{akwcv�+n>:{trr}::-}'::.}::...... ...K•uY.... ��...•.�:.�:.,.�..:...:.:.;i...;:::.�.:......::.:::::�: .....:.....:....xv:.,,:,,:v.v:.v:w:........::v:••::'.:}T•.:':{•?}i:..�:•:4:5;{;{{n;:." .::.:.........f.V.::.....{ x H.}.... .. .... .... ........n�nvi}nv:4i.4i:i•.�:•.?'•:�?::^:. v.v:.v::::nv:+wn:::.....:n:v::n�.v:4:�: •w.,vnn:'tii}:s•}}:{{{; :v...:•:..:..... .. ....:.::�:.:.�::. ................ :.•.:vr.,v.v:.i:•iiSv?:tii::.. w.vy:J'r:'• i_?ti::'v: .. �v:::.:.;,.., ... il . ..... .............. ............ ..............r.... ....;....::::v.v:.,•.v:r nv:ny .,...:; .......:v;.\. ::n::v:.....xh....:n......... ........ ................................... ...............................,... ... v...•:r..a.K.?i:{{{ti•:,,v:•r v.v.::6riC v O:ftit•:......v:::?:?::•.....xw:•v:.;.....w:{�??}}i:ii?}}??i:•}?:^ii?:i:Ci:iii:: w:v:...:...•:::v::::nvv::.v:::w,�...::::::::.:v.:;v:•••.::•:.v:v::•.:v:.::•:::•w•,.. .,,5.,;.3XL`4-`rnv;a .; ,t.tM• ......Y�..0......}:^?a::v.v:, }?!b:::.v::;r,.,v.}??vq?w::.v;..•v.;....;..... ::........::••:•........ .....:.............:.v......::.........r.:ar;:..}..kY.3.}t?�.r.:..l..v:.......>.Ch,...}�{X{ii:i::{:r.,,.rr Y;t}v.,w.:i;¢?;}.}}••::v::.v:w::�•.::w:::n::::.v.v. :::::::::::.�::::::.v::::: .... .....}::::::.::::..•• v::w:::}:.t'R�:�--.:^X..t....... , �... ..YJ.'•. �.... .�•. y>,....Yr:{•.K. :C... :..41.�� ":C>�i+ ..rx:.v:::::::::::.n......:::::....:::•........:::::.v.:::.v.v.:v.v::vn:v:::::::v::.:........... 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Wall Plt im r swipmem Effid=cy, Padmrte tGvdtre� &valuer 5101 to 6500 Heath;Damn DsW Q 12'/. 0.40 31 13 19 '10 6 Normal R 12% 0.52 30 19 19 10 6 Normal 3 I29A 0.50 31 13 19 10 6 U AFUE T 13% 036 31 13 23 WA WA Normal U13% 0A6. 31 19 19 10 6 Normal IS A 0.44 31 13 21 WA WA 13 AIRM W 15% 032 30 19 19 10 6 13 A m X 12% 032 31 13 23 WA WA Normal Y IVA 0A2 31 19 23 WA WA Normal Z 18% 142 31 13 19 10 6 90 AFilE M 11'/. OJO 30 19 19 10 6 90 AFVE 1. ADDRESS OF PROPERTY. 2�� e trA ✓�`S FIZt� �v �y>� 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: O 'er 3. SQUARE FOOTAGE OF ALL GLAZING: 14-73.7 S 4. %GLAZING AREA(#3 DIVIDED BY#2): ) 3 S. SELECT PACKAGE(Q-AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-f990303a 780 CMR Appendix J ' Footnotes to Table JS.11b: ' Glaring area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space, but excluding opaque doors)to the gross wall area,expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 ft of decorative glass may be excluded from a building design with 300 R=of glazing area 2 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a U-values are for whole unfits:center-of-glass U-values cannot be used ' The ceiling R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. •Wall R values represent the sum of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding,structural sheathing,and interior drywall For example,an R 19 requirement could be met EITHER by R-19 cavity insulation OR R 13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. 'The floor requirements apply to floors over tmconditioned spaces (such as unconditioned crawlspaces, basements, or garages).Floors over outside air must meet the ceiling requirements. The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned wf basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. 'The R-value requirements are for unheated slabs.Add an additional R 2 for heated slabs. ' If the building utilizes electric resistance heating use compliance approach 3, 4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. . 'For Heating Degree Day requirements of the closest city or town see Table J5.2.1 a NOTES: a)Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b) Opaque doors in the building envelope must have a U-value no greater than 035. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table JI-5 3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c) If a ceiling,wall,floor,basement wall,stab-edge,or crawl space wall component includes two or more areas with different insulation levels, the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(035 for doors). EsTImA TED PROJECT COST WORKSHEET LIVING SPACE Value (high end construction) *i 4�p square feet X$115/sq. foot= UO.Z a U (above average construction) square feet X$96/sq. foot= (average construction) square feet X$57/sq. foot= GARAGE (UNFINISHED) square feet X$25/sq. foot= PORCH square feet X$20/sq. foot= DECK `10 v square feet X$15/sq. foot= oa0 OTHER square feet X$??/sq. foot= Total Estimated Project Value �C b�, 2 vcD` a -1372. BOARD OF BUILDING REGULATIONS LiCenSe: CONSTRUCTION SUPERVISOR ; Number. CS 0g7693 Blrthdata; 09/23/1958 - ExPirres:09/23/2001 Tr.no: 5794 Restricted To: 1 G STEVEN P MCELHENY PO BOX 282 COTUIT, MA 02635— Administrator r !I i ...__. ..-.... ...._........................ .. FOl1NOAT�lONS ' .ExGnvATE ro tfE9 ANJ aNOEs W_'OIaRLD TO R.9RE0.Y amALL I)£ . gEY01E: W FQNDAla d 1.lpBlIlRffD 9DDl OR GOMR:LL STAUCEAILPwLOEl AGaROVLD EY,iME'NiDRCT-4RmURCT, A2L ST.Y Tm'9JL Oa - ' •JBL-CDDNi.9LE W1ERLL FlOM IPLEEIi SL/8S OKOMDE.Y.I FIUv�TWS • . .exTeaga wAu FooTwrv'AaE ro�s¢ACEo mr ARm»sD;.ATA ��:.'.1j) xT'-o• zf o' <Fi.BEIAw'THE IOWEnT AWACBlI ORarro EUPFAac "---*j----'-`--_ ..�_-_.•-------'-----'------'---. N._.._-----.,..-��_-•__-_-_._.__._.-., ' �mTNFIe zuc nNr w.R�or e-ErATwsoc wmaDs a!e To � f'^ ea � ea �-.. ea �_- Q_ _o_.o_• Q. �'.o" 4. <:o- _ . FEID'OO.WIIDN9 x1115T NAVE T:h FJHESRO APPRD•'LL OF THE f`ROEOT -- __.__-___.._ ___-�__._ _. 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Exterior Door & Window Schedule Robertson-Fern Residence Cotuit, Massachusetts OUTLINE SPECIFICATIONS Permit Documents February 26, 2001 DIVISION 1 -GENERAL REQUIREMENTS General Contractor's Responsibilities - Building permits and fees: The General Contractor shall be responsible for acquiring all permits related to the construction process. Cleaning - The General Contractor shall, at time of completion, thoroughly clean the premises, inside and out, of all foreign matter using methods and cleaning agents that will not damage the various materials. All trash and waste material shall be removed from the site. DIVISION 2 - SITE CONSTRUCTION Utility Services - Electric service: Buried electrical service. Natural gas service: Town natural gas service for heating and appliances or propane gas tanks for appliances. Oil tank: If town gas service is not available, install an oil tank in the basement for heating fuel. Water service: Improve water pressure to house. Paving&Surfacing - Not in Contract. Driveway and terrace paving shall be part of the Landscape Contractor's scope. Irrigation System - Not in Contract. The irrigation system shall be part of the Landscape Contractor's scope. Retaining Walls - Not in Contract. Site retaining walls shall be part of the Landscape Contractor's scope. Fences&Gates - Not in Contract. Fences or gates, if there any, shall be part of the Landscape Contractor's scope. Site Lighting - Not in Contract. Site lighting shall be part of the Landscape Contractor's scope. Plantings - Not in Contract. Plantings shall be part of the Landscape Contractor's scope. DIVISION 3 - CONCRETE Structural al Concrete - Concrete foundation footings, foundation walls, piers and basement slabs. DIVISION 4-MASONRY Stone - Fieldstone veneer on chimney above roof. 1 DIVISION 5 -METAL Structural Metal Framing No steel beams are anticipated. DIVISION 6 -WOOD &PLASTICS Rough Carpentry - Exterior walls: 2 x 6 studs at 16" o.c. - Interior partitions: 2 x 4 studs at 16" o.c. Exterior Finish Carpentry&Millwork Materials - Exterior Trim: No. 1 Western Red Cedar, primed on all sides, for flat stock. No. 1 Eastern White Pine, primed on all sides, for moldings. Typical door and window casings shall be 1 x 4 with a Brosco B608 band moulding around the perimeter. - Exterior Soffits: No. 2 Eastern White Pine 1 x 6 tongue &groove paneling. - Exterior Decks: 1 x 4 Mahogany, vertical grain Douglas Fir or Pao Lope (aka Ipe). Secure decking to joists with metal angles, by Deckmaster or approved substitute, so that all fasteners are concealed. Interior Finish Carpentry&Millwork Materials Interior standing & running trim: Typical interior trim and mouldings shall be paint grade poplar or#1 Eastern White Pine. Typical door and window casings shall be 1 x 4 with a Brosco B608 band moulding around the perimeter. Typical baseboards shall be 1 x 6 with a Brosco B658 base moulding. All rooms on the First Floor, except the Mud Room and Bath shall have a Brosco #8009 crown moulding. No rooms on the Second or Third Floors shall have crown mouldings. Painted built-in shelving and cabinets: Solid poplar, MDF board and/or MDO plywood. - Main stair from First Floor to Third Floors: Coffman hardwood railings and balusters. Plastic Fabrications - Plastic laminate counters: Post formed plastic laminate countertop in the Laundry. DIVISION 7-IMERMAi.&MOISTURE PROTECTION Waterproofing&Dampproofing - Dampproofing on the exterior face of the foundation walls. Building Insulation Materials - Ceilings with unheated space above: Kraft faced R-30 fiberglass blankets between the ceiling joists. Install baffles, as required, to maintain free air movement from the soffit vents up into the roof cavity. - Floors with unheated space below: Kraft faced R-30 fiberglass blankets between the ceiling joists. - Sloped ceilings with unheated space above: Kraft faced high performance 8 1/4" thick R- 30.00 fiberglass batts, as manufactured by Owens Corning, between the rafters. Install baffles, as required, to maintain free air movement from the soffit vents up into the attic space or ridge vent. - Exterior stud walls: Unfaced R-19 fiberglass blankets between 2 x 6 studs of the exterior walls. Window and door headers shall incorporate 1 1/2" inch thick urethane foam insulation in the 2 x header assembly. - Foundation walls: Unfaced R-13 fiberglass blankets between 2 x 4 furring studs on the interior face of the concrete foundation walls. 2 i Vapor Barrier - Furnish and install a 6 mil polyethylene vapor barrier on the interior face of all exterior walls. Where joints in the vapor barrier occur, overlap the sheets by one full stud bay. Repair any tear or holes in the vapor barrier with tape before drywalling. Lap the wall vapor barrier down onto the subfloor and tape the edge. Lap the wall vapor barrier onto the ceiling and staple the edge to the ceiling strapping. Air Infiltration Barriers - 30-pound asphalt saturated felt applied over the exterior wall sheathing. Shingles - Typical roof finish: 30 year asphalt shingles, by IKO or approved equal. Coordinate color with Architect. - Roofs with 4:12 pitch or greater: Install 30-pound asphalt saturated felt underlayment. Install Grace Ice & Water Shield under roof the felt underlayment at valleys, ridges, and eaves. It shall also be installed under copper flashing at roof crickets. - Roofs with less than 4:12 pitch: Install Grace Ice & Water Shield over the plywood deck of the entire roof surface. Siding - Typical siding: Extra grade, rebutted and rejointed, pre-primed Eastern White cedar. 5" exposure. Fish-scale shingles at the gables. Sheet Metal Flashing&Trim - Exposed flashing: Copper flashing. - Concealed flashing: Aluminum or rubber membrane flashing. Roof Specialties&Accessories - Gutters: 5" half round copper gutters. - Downspouts: 3" diameter smooth round copper downspouts. Sealants,Caulking&Seals - Exterior: Use DAP `230' Advanced Latex mold and mildew resistant, paintable sealant, or equal. - Typical Interior Areas: Use AC-20 Acrylic Latex paintable sealant, manufactured by Pecora Co., or equal. - Interior Areas Of High Humidity: Use SCS 1702 Sanitary mold and mildew resistant, silicone sealant, manufactured by General Electric, or equal. DIVISION 8-DOORS &WINDOWS Wood Doors&Frames - Main Entry door & Mud Room door: Custom mahogany door, storm door, sidelights and frame. - Exterior slidingdoors:oors: Marvin Clad sliding doors with factory primed interior. The glazing shall be 5/8" insulated glass, filled with argon gas and with a low-E coating. Simulated divided lights with 7/8" grilles and gray spacers. The glass shall be tempered where required by code. The units shall be furnished with coastal hardware, brass finish on interior hardware trim, and screen doors. - Typical interior doors: Brosco paint grade 5 cross panel fir doors. Painted finish. Typically hardwood saddles shall be installed at all interior doors to proved door clearance for carpets and rugs. Wood Windows&Screens - Marvin Clad Casemaster and French Casemaster windows with factory primed interior. The glazing shall be 5/8" insulated glass, filled with argon gas and with a low-E coating. Simulated divided lights with 7/8" grilles and gray spacers. The glass shall be tempered where required by code. The units shall be furnished with coastal hardware, brass finish on interior hardware trim, and removable screens. 3 Unit Skylights - Velux operable skylights with insulated glass and roll down shades. Door Hardware - Typical interior door hardware: Baldwin#5000 knobs with #5002 roses and Estate Collection tubular latches. DIVISION 9-FINISHES Plaster - 1/2" blueboard and one coat veneer plaster finish. Stone - Stone counters: Allowance $8,000, installed. Ceramic Tile - Ceramic tile where indicated in the Finish Schedule. Thinset installation. Wood - Brazilian cherry 5" plank flooring where indicated in the Finish Schedule. Unit price for $6.00/sf, for material only. Paints&Coatings i - Exterior wood trim: One coat of Cabot Problem-Solver Oil Primer and two coats of Cabot O.V.T. Solid Color acrylic stain, or approved equal. - Exterior factor primed wall shingles: Two coats of Cabot Semi-transparent stain, or approved equal. The first coat shall be applied prior to installation by dipping the shingles in stain to coat all surfaces. The second coat shall be applied by brush, after the shingles have been installed. Interior plaster with painted finish: Benjamin Moore paint, or approved equal. Surfaces shall receive one coat of Moore Latex Quick Dry Prime Seal and two coats of Moore Regal Aquavelvet. - Interior woodwork with painted finish: Benjamin Moore paint, or approved equal. All wood shall receive one coat of Moore Regal AquaGrip and two coats of Moore Satin Impervo Enamel. - Interior wood floors: One coat of sealer, one coat of Moore's Interior Oil Polyurethane Finish-High Gloss, and a finish coat of Moore's Interior Oil Polyurethane Finish-Flat. In the Kitchen, an additional coat of Moore's Interior Oil Polyurethane Finish-High Gloss shall be applied, before the finish coat. DIVISION 10- SPECIALTIES To filet&Bath Accessories - Towel bars & TP holders: Included in Plumbing Fixture Allowance. See Division 15. Tub&Shower Doors/Enclosures - Included in Plumbing Fixture Allowance. See Division 15. DIVISION 11 -EQUIPMENT Residential Appliances - Allowance: $6,500 Manufactured Cabinets - Kitchen Cabinet & Bath Vanity Allowance: $25,000 installed DIVISION 12—FURNISHINGS Not Used 4 DIVISION 13 - SPECIAL CONSTRUCTION Sound&Vibration Control - Floor - Ceiling Assembles Install a special acoustical assembly at all first and second floor ceilings that are under habitable space. The typical assembly shall consist of 3" sound attenuation batts between the joists and one layer of 1/2" blueboard screwed to resilient furring channels at the underside of the joists. i DIVISION 14—CONVEYING SYSTEMS Not Used DIVISION 15 - MECHANICAL Plumbing Fbdures&Equipment - Allowance: $11,500 for plumbing fixtures, faucets, shower valves, shower doors, and bath accessories. - Cast iron risers for all waste piping. Insulate all waste piping in floors and walls to reduce sound transmission. - Insulate all hot water piping. - Gas fired water heater. HVAC - High efficiency hydro-air heating and air conditioning system with variable speed blower, dehumidifier, and electronically charged washable filter. Ducts shall have curved corners and sloped duct offtakes. Apply water based sealant to all duct joints. Insulate all ductwork. DIVISION 16-ELECTRICAL Lighting Fixtures&Equipment - Light Fixture Allowance: $12,000 Security System - Whole house security system with smoke, heat and low temperature sensors. 5 SPECIFICATIONS FOR 324 CLAMSHELL COVE ROAD (As of February 18, 2001) I. KITCHEN A. APPLIANCES: Poirier(617) 558-5500 Contact: Lee Moss Refrigerator: GE Profile GE TPS24BIDBS Stainless Net: $2160 Range: Amana ARGS7650SS Stainless Net: $1375 Micro: Amana MVH 3509S Stainless Net: $ 495 Dishwasher: Bosch SHU9915 Stainless Net: $ 860 Disposal: Insinkerator 777S/S Net: $ 176 B. CABINETS: Custom Cabinetry (781) 438-8020 Contact: John Burdick C. COUNTERTOPS D. TILE BACKSPLASH: Roma Tile 617-926-5684 Kevin (20% discount to C. Royer) Original Style#ORKA5900 4x4 Snowdrop List: $ 11.22 s/f Fruit Accents #ORKA5800 4x4 Snowdrop List: $ 12.00 each ""Exotic Fruits Plaque#ORKA5739 12x12 Snowdrop List: $125.00 each E. LIGHTING Recessed (6) 5" Air Seal Housing#LOL1004ICX Net: $17.20 each Wht Refl.Baffle#LOL1096WH(UP6) Net: $16.55 each Hanging Fixture Over Island: SEA614828 Chandelier Net: $292.50 F. SINK: Moniques 254-2779 Chris Rothwell Manor House MH 3622 White Double List: $1095 Boston Basins, Inc. 299 Washington Street Woburn, MA 01801 Tel. (781) 933-2545 Fax (781) 933-5860 G. FAUCET: Splash SoHo Barwil Bridgemaster with sprayer RFC1030 Chrome Net: $ 757 H. WINDOWS: Marvin Transom CAWN 2820-4 Wide Stationary Awning Net: $1080 Marvin Clad French Casemaster#CFCM 5672 Net: $1764 Marvin Clad Case Master#CCM 2436 - 3Wide Net: $1062 1 Marvin Transom CAWN 2420-5 Wide Stationary Awning Net: $1082 H. MUD ROOM FLOORING: Roma Tile 617-926-5800 Contact: Kevin Porter Tile: Villeroy &Boch Collection Century Blue#VB3153-FE64 12x12 List:3.99S/F Grout: Heron Blue Sanded SHOWER/DOOR: See Splash List UTILITY SINK: CABINETS: Imperia Thermofoil, bright white matte WASHER: Maytag 3500 Series LAT 3500 AAE White Net: $490 DRYER: Maytag 3500 Series MDG 3500 AAEG Net: $500 EXTERIOR DOOR: Custom WINDOWS: Marvin Clad Casemaster#3648 Net: $605 Marvin Clad Casemaster#2436 Net: $400 LIGHTING: Recessed (5): 5" Air Seal Housing#LOL10041CX Net: $17.20 each Wht Refl w/Wht Baffle #LOL1076WH Net: $16.55 each Flush Mounted Ceiling in Pantry #SEA76401S Net: $33.00 DOOR CHIME: Nutone Wht Door Chime#NUTLBI4WH Net: $28.38 Nutone 16V, 10 Watt TFMR#NUT101T Net: $9.03 Push Button Door Bell #NUTPB29LPB Net: $9.75 M. 'h BATH (Bath #1) FLOORING: Roma Tile 617-926-5800 Contact: Kevin Porter Tile: Villeroy & Boch Collection Century Blue # VBCE3152-FE64 8'/4"x8 3�4" List: $4.75s/f Grout: Heron Blue Sanded SINK: Splash. Contact: Dick Doucette 617-332-6662 St. Thomas Bostonian White Pedestal #5063120WHT Net: $356.25 TOILET: Splash Toto CST 704 White Net: $106.31 Toto Toilet Seat Soft Close White Elongated #SS 1104WHT Net: $ 45.00 FAUCET: Splash Cifial Countryside Chrome Lav set 8"spread #C256110625 Net: $339.00 TOWEL BARS (2): Cifial 24" towel bar#C456324625 Chrome Net: $71.33 each TOILET PAPER HOLDER: i 2 i Cifial Countryside #C456650625 Net: $63.00 VANITY LIGHT: Wall, 2 Light, Polished nickel, #HUD102PN Net: $105.53 MIRROR: SHOWER STALL: Kohler white 1 piece#K1599 WHT Net: $565.13 SHOWER DRAIN: Kohler#K9132CP Net: $35.66 SHOWER DOME LIGHT: 5" Air Seal Housing#LOL10041CX Net: $17.20 6 and '/4" Opal Shower Trim #LOL1178LX Net: $19.80 SHOWER STALL DOOR: Lucette Door Silver Obscure#LP6435SO Net: $208.00 SHOWER FAUCET ASSEMBLY: Asbury chrome plate trim #C278605625 Net: $143.70 Cifial PRS BAL Right only#C289705999 Net: $126.00 SHOWER HEAD HOLDER: Cifial 278883625 Net: $27.45 SHOWER HEAD W/HOSE: Cifial Asbury H/S chrome plate#C289882625 Net: $159.90 VENT FAN W/LIGHT: 70 CFM, 15AW#PNSFV07VQL2 Net: $154.83 WINDOW: Marvin Clad Casemaster#CCM2436 Net: $400 IV. DINING ROOM LIGHTING: Recessed (4): #LOL1004ICX Net: $17.20 each #LOL1076WH Net: $16.55 each Hanging Light Over Table: #SEA614828 Net: $292.50 DOORS: Marvin Clad Sliding French Door#CSFD12068 Net: $5454 Marvin Clad Sliding French Door Transom #CSDT12016 Custom Height Net: $1677 V. MASTER BATH (Bath #2) VANITY LIGHT: Nickel Plated Sconce, 3 LT, #OHL19031PN Net: $313.89 FLOORING: Roma Tile. Tile: Edilgres #ED14456 Yuccca 13x13 $3.30s/f Already Purchased (118 sq. ft.) Grout: Natural Sanded j TOILET: Splash Toto#CST704WHT Net: $106.31 TOILET SEAT: Church Elongated Seat White #380WHT Nev $34.43 3 FAUCETS (2): Cifial Asbury chrome LVR HDL WS FCT #C27811065 Net: $301.95 each TOILET PAPER HOLDER: Cifial chrome plate #C477650625 Net: $69.83 TOWEL BARS (2): Cifial chrome plate 30" #C477330625 Net: $66.98 each CABINET KNOBS (6): Cifial chrome plate#C63315625 Net: 7.50 each TUB: Kohler Dynametric 5' LH#K-519WHT Net: $657.45 TUB DRAIN: Kohler Clear Flo Drain #K716AFCP Net: $95.51 SHOWER CONTROL: Cifial Asbury chrome plate trim #C278610625 Net: $147.00 Cifial PRS Bal RGH only#C289705999 Net: $126.00 TUB SPOUT: Cifial Asbury Chrome Spout #C278885625 Net: $81.15 TUB SLIDING DOORS: Forum SLV/CLR#K703018LSH ' Net: $489.39 SHOWER LIGHT: #LOL1004ICX Net: $17.20 #LOL1178LX Net: $19.80 SHOWER HEAD HOLDER: Cifial #C27888362 "Net: $27.45' SHOWER HEAD WHOSE: Cifial Asbury H/S chrome#C289882625 Net: $159.90 VANITY TOP: Custom Cabinetry Corian glacier white integrated double bowls 61 X 22 (20 and 7/16ths Bowls) VANITY: Custom Cabinetry Imperia Thermofoil bright white, matte finish, colonnade style butt doors, 601 x 31 h x 21 d 4 Drawers (2 each side), 2 Doors (center) SHOWER TILE: Roma Tile Main Tile: GV-10 #HRGV1036 white 3x6 $3.29 s/f Accent Tile: Antigua Rope Peach #AN132RO Ix6 $5.95 each Grout: White Unsanded Large Corner Shelf: White $24.92 each VENT FAN W/LIGHT: Fan/Light 90 CFM/.9 Sone, 43AW #PNSFV08VQL2 Net: $166.18 MIRROR: WINDOWS: Marvin Clad Casemaster#CCM2456 Net: $525.00 4 VI. GUEST BATH (Bath #3) VANITY LIGHT: Bradford chrome, 2 light, #NOR82020855 Net: $234.19 FLOORING: Roma Tile Tile: Provenza 12x12 Rastro $4.50s/f Grout: Delorean Gray Sanded SHOWER TILE: Roma Tile Tile: GV-10 #HRGN1036 White 3x6 $3.29 s/f Grout: White Unsanded Large Corner Shelf. White $24.92 each TOILET: Toto #CST 704WHT Net: $106.31 TOILET SEAT: Toto Soft Close elongated #SS 1104WHT Net: $45.00 FAUCET: Cifial Asbury chrome LVR HDL WS #C278110625 Net: $301.95 VANITY TOP: Custom Cabinetry Corian glacier white integrated single bowl 37 x 22 (20.5" Bowl) VANITY: Custom Cabinetry Imperia thermofoil bright white, matte finish w/ colonnade 36x31 x21 Door, 2 drawers on right side, 1 door on left side VANITY KNOBS (3): Splash Cifial chrome knob #C633.15625 Net: $7.50 each TUB: Kohler Dynametric 5'LH, #K-519WHT Net: $657.75 TUB DRAIN: Kohler clear flo drain #K7160AFCP Net: $95.51 SHOWER CONTROL: Cifial Asbury chrome trim w/div #C278610625 Net: $147.00 Cifial PRS BAL RGH only #C289705999 Net: $126.00 SHOWER HEAD HOLDER: Cifial H/S #C278883625 Net: $27.45 SHOWER HEAD W/HOSE: Cifial Asbury H/S chrome#C289882625 Net: $159.90 TUB SPOUT: Cifial Asbury chrome #C278885625 Net: $81.15 SHOWER DOORS: Forums LV/CLR#K703018LSH Net: $489.34 TOWEL BARS (2): Cifial Asbury chrome 30" #C477330625 Net: $66.98 TOILET PAPER HOLDER: Cifial Asbury chrome#C477650625 Net: $69.83 5 J- MIRROR: FAN/CEILING LIGHT: 90 CFM, .9 Sone, 43AW, #PNSFV08VQL2 Net: $166.18 WINDOWS: Velux Venting Skylight w. EDL Flashing Kit, #VS306 Net: $418.00 Roller Shade, #VS306 Net: $57.65 Crank Handle WHT Net: $10.98 VII. THIRD FLOOR'BATH (Bath #4) VANITY LIGHT: Sconce polished nickel 2 LT, #OHL19021PN Net: $245.34 FLOORING: Roma Tile Tile: Monica 8x8 SantoriniAqua#MC20021 k $2.95 s/f Grout: Aspen Mint SHOWER TILE:* Roma Tile Tile: GV-10 #HRGV1036 White 3x6 $3.29 s/f Grout: White Unsanded Large Corner Shelf. White $24.92 each TOILET: Toto #CST 704WHT Net: $106.31 TOILET SEAT: Toto Soft Close elongated.#SS 1104WHT Net: $45.00 FAUCET: "" Cifial Asbury chrome LVR HDL WS #C278110625 Net: $301.95 VANITY TOP: Custom Cabinetry Corian glacier white integrated single bowl 37 x 22 (20.5" Bowl) VANITY: Custom Cabinetry Imperia thermofoil bright white, matte finish w/colonnade 36x31 x21 Door, 2 drawers on right side, 1 door on left side VANITY KNOBS (3): Splash Cifial chrome knob #C63315625 Net: $7.50 each SHOWER LIGHT: #LOL 1004ICX Net: $17.20 #LOL1178LX Net: $19.80 TUB: Kohler Dynametric 5' LH, K-519WHT Net: $657.75 TUB DRAIN: Kohler clear flo drain #K7160AFCP Net: $95.51 SHOWER CONTROL: Cifial Asbury chrome trim w/div #C278610625 Net: $147.00 Cifial PRS BAL RGH only #C289705999 Net: $126.00 SHOWER HEAD HOLDER: 6 Cifial HIS #C278883625 Net: $27.45 SHOWER HEAD W/HOSE: Cifial Asbury H/S chrome#C289882625 Net: $159.90 TUB SPOUT: Cifial Asbury chrome#C278885625 Net: $81.15 SHOWER DOORS: Forum SLV/CLR#K703018LSH Net: $489.34 TOWEL BARS (2): Cifial Asbury chrome 30" #C417330625 Net: $66.98 TOILET PAPER HOLDER: Cifial Asbury chrome#C477650625 Net: $69.83 MIRROR: CEILING FAN: 90 CFM/.9SONE, #PNSFVO8VQ2 Net: $112.38 WINDOWS: Velux Venting Skylight w/EDL Flashing Kit#VS304 Net: $380.64 Roller Shade#VS304 Net: $57.65 Crank Handle WHT Net: $10.98 VM. THIRD FLOOR WINDOWS: Velux 4' x 4' Venting Skylights W/WDL Flashing Kit (4): #VS606 Net: $495.93 each Roller Shades (4): #VS606 Net: $67.71 each Crank Handles (4): Net: $10.98 each Marvin Clad Casemaster (2): #CCM2436 3W Net: $1062.00 each LIGHTING: Ceiling Lights (2) (At Stair Landing and top of Stairs: #LOL1004ICX Net: $17.20 each #LOL 1076 WH Net: $16.5 5 each Closet Lights: COLSTRIP 140, 1/40 W Flour. Strip #CH4-140-LI20 Net: $14.16 IX. LIBRARY POCKET DOOR FRAME: MANTEL: HEARTH: WINDOWS: Marvin Clad French Casemaster(2): #CFCM4056 Net: $1262 each Marvin Clad French Casemaster:'#CFCM4856 Net: $1311 LIGHTING: Recessed (4): #LOL 1004ICX Net: $17.20 each #LOL1076WH Net: $16.55 each 7 I � I 1 1 X. FAMILY ROOM MANTEL: HEARTH: WINDOWS: Marvin Clad French Casemaster(5): #CFCM4872 Net: $1545 each Marvin Clad Sliding French Door#CSFD8068OX Net: $3272 Marvin Clad Sliding French Door Transom #CSFDT8016 Custom Height Net: $1144 LIGHTING: Recessed (9): #LOL10041CX Net: $17.20 each #LOL1076WH Net: $16.55 each XI. FRONT HALL DOOR& SIDE LIGHTS: Custom BALASTADES: Custom LIGHTING: Recessed (3): #LOL10041CX Net: $17.20 each #LOL1076WH Net: $16.55 each Strip Lighting in Closet: COL strip 120, 20W Fluor Strip #CH2-120-LI20 Net: $12.80 XH. MAIN OUTSIDE ENTRY LIGHTING: Hanging Light: SEA604128 Net: $208.34 DOOR BELL: NUTPB29LPB Net: $9.75 X1U. PORTE COCHERE LIGHTING: Hanging Light: SEA604128 Net: $208.34 XIV. DECK LIGHTING: Wall Bracket Lights (2): SEA844028 Net: $125.00 each XV. DRIVEWAY LIGHTING: Post Lights (4): Lights, #SEA824128 Net: $187.50 each Aluminum black post, no arm #ADJ295NCA Net: $36.11 each XVI. BASEMENT LIGHTING: Recessed (14): #LOL10041CX Net: $17.20 each #LL1076WH Net: $16.55 each WINDOWS: 8 ri Marvin Clad Casemaster (3): #CCM2448 2W Net: $921.00 each Marvin Clad Casemaster: #CCM2432 2W Net: $768.00 DOOR: 3' Wide w/ Screen XVII. lst to 2"d FLOOR STAIRWELL LIGHTING: Hanging Fixture SEA6643-08 Net: $225.00 WINDOWS: . Marvin Clad Casemaster#CCM2456 3W Net: $1423.00 XVIII. MASTER BEDROOM WINDOWS: Marvin Clad Casemaster#CCM24 x 562W Net: $1036.00 Marvin Clad Casemaster#CCM 24 x 483W Net: $1253.00 LIGHTS: Closet (3): #LOL 1004ICX Net: $17.20 each #LOL1076WH Net: $16.55 each XIX. SECOND FLOOR HALL WINDOWS: Marvin Clad Case Master#CCM2456 2 Wide Net: $1036.00 LIGHTS: S-Gul 100W Rust Pendant #SEA516308 Net: $105.00 XX. STUDY WINDOWS: Marvin Clad Casemaster(2): #CCM2456 Net: $525.00 each Marvin Clad Casemaster: #CCM 2456 2 Wide Net: $1036.00 LIGHTING: Closet Lights (2): COL Strip 115, #CH1.5-115-LI20 Net: $12.80 each XX. GUEST BEDROOM WINDOWS: Velux Venting Skylight w/EDL Flashing Kit #VS606 Net: $495.93 Roller Shade #VS606 Net: $67.71 Crank Handle Wht. Net: $10.98 Marvin Clad Casemaster#CCM24 56 5W Net: $2444.68 Marvin Clad Casemaster#CCM24 56 4W Net: $2057.00 LIGHTING: Closet Light: ColStrip120, 20 W flour. Strip #CH2-120-LI20 Net: $12.80 XXI. PIER THROUGHOUT HOUSE FLOORING: Hoboken Floors 617-426-4343 Jeanne Eckel Brazilian Cherry"Jatoba" BRI-11 5" Widths $5-$6S/F 9 LIGHTING: WINDOWS: Macleod & Moynihan, Contact: Jeff Jones (617) 923-1480 Marvin Clad Casemaster& Clad French Casemaster Tempered Glass Coastal Hardware, White Aluminum Clad Outside Low E, Argon, Brass Hardware, 7/8" Grille w/ Gray Filler Traditional Handle INTERIOR DOORS: J&C Adams 617-491-6100/Macleod & Moynihan Brosco 5 Cross Panel Fir 3'Width DOOR HANDLES: ALARM SYSTEM: FLOOR DEFLECTION STANDARD: L600 Throughout 10 ROBERTSON-FERN RESIDENCE NO. ROOM FLOOR WDWOFX WALLS CEILING NOTES BASEMENT B1 Main Room Concrete;Seal Paint Skim coat plaster; Paint Skim coat plaster; Paint B2 Mechanical Concrete;Seal Paint Skim coat plaster; Paint Skim coat plaster; Paint NO. ROOM FLOOR WDWORK WALLS CEILING NOTES FLRST FLOOR 101 Entry Hall Brazilian cherry; Polyurethane Paint Skim coat plaster; Paint Skim coat plaster; Paint 102 Coat Closet Brazilian cherry; Polyurethane Paint Skim coat plaster; Paint Skim coat plaster; Paint 103 Library Brazilian cherry; Polyurethane Paint Skim coat plaster; Paint Skim coat plaster; Paint 104 Family Room Brazilian cherry; Polyurethane Paint Skim coat plaster; Paint Skim coat plaster; Paint 105 Kitchen/DR Brazilian cherry; Polyurethane Paint Skim coat plaster; Paint Skim coat plaster; Paint 106 Bath 1 Ceramic tile;Thinset Paint Skim coat plaster; Paint Skim coat plaster; Paint 107 Mud Room Ceramic tile;Thinset Paint Skim coat plaster; Paint Skim coat plaster; Paint FINISH SCHEDULE PERMIT DOCUMENTS FEBRUARY 26, 2001 i! ROBERTSON-FERN RESIDENCE NO. ROOM FLOOR WDWORK WALLS CEII.ING NOTES SECOND FLOOR 106 Stair Brazilian cherry; Polyurethane Paint Skim coat plaster; Paint Skim coat plaster; Paint 201 Stair Hall Brazilian cherry; Polyurethane Paint Skim coat plaster; Paint Skim coat plaster; Paint 202 Bedroom 1 Brazilian cherry; Polyurethane Paint Skim coat plaster; Paint Skim coat plaster; Paint 203 Bath 2 Ceramic tile;Thinset Paint Skim coat plaster; Paint Skim coat plaster; Paint 204 Bedroom 2 Brazilian cherry; Polyurethane Paint Skim coat plaster; Paint Skim coat plaster; Paint 205 Bath 3 Ceramic tile;Thinset Paint Skim coat plaster; Paint Skim coat plaster; Paint 206 Study Brazilian cherry; Polyurethane Paint Skim coat plaster; Paint Skim coat plaster; Paint NO. ROOM FLOOR WDWORK WALLS CEILING NOTES r TBIRD FLOOR 301 Stair Brazilian cherry; Polyurethane Paint Skim coat plaster; Paint Skim coat plaster; Paint } 302 Main Room Brazilian cherry; Polyurethane Paint Skim coat plaster; Paint Skim coat plaster; Paint 303 Bath 4 Ceramic tile;Thinset Paint Skim coat plaster; Paint Skim coat plaster; Paint NOTES 1 Wood floor finish: One coat of sealer, one coat of high gloss oil polyurethane and a final coat of flat oil polyurethane. The Kitchen and Entry Hall shall receive an additional intermediate coat of high gloss polyurethane. 2 Wall paint: Typically,walls shall receive one coat of primer and two coats of eggshell latex paint. The baths and kitchen shall have one coat of of primer and two coats of pearl finish latex paint. 3 Wood trim taint: Typically,wood trim shall receive one coat of alkyd primer and two coats of satin alkyd paint. 4 Ceiling12aint: Typically,ceilings shall receive one coat of primer and two coats of ceiling white latex paint. Baths shall receive two coats of mildew resistant"kitchen and bath" paint. I FINISH SCHEDULE PERMIT DOCUMENTS FEBRUARY 26, 2001 • : QUOTE YOUR WINDOW, AND DOOM. SPECIALISTS 10 ARLINGTON Sl 617-923-1480 WATERTOWN, MA. 02172 617-923-4031 FAX SUBMITTED TO: Doug Robertson DATE February 16, 2001 STREET PROJECT NAME CITY,STATE AND ZIP CODE_ _ _ _ _ _ _ STREET _ 324 Clamshell Cove Rd PHONE CITY COW It SALESPERSON Jeffrey Jones IPHONE LABEL QTY DESCRIPTION PRICE TOTAL Marvin aluminum clad wood windows White aluminum exterior Primed wood interior Insulated Low E II glass with argon gas 7/8" simulated divided lights with spacer bar 6 9/16" jambs No casing White screens with charcoal fiberglass mesh White coastal hardware with standard handles 1 CFCM 5672 french casement $1,764.61 $1,764.61 R.O. 57" x 71 5/8" Lite cut 3W 5H on each sash 5 CFCM 4872 french casement $1 ,545.20 $7,726.02 R.O. 49" x 71 5/8" Lite cut 2W5H on each sash 2 CFCM 4056 french casement $1 ,262.55 $2,525.11 R.O. 41" x 55 5/8" Lite cut 2W4H on each sash 1 CFCM 4856 french casement $1,311.74 $1,311.74 R.O. 49" x 55 5/8" Lite cut 2W4H on each sash 3 CCM 2436-3 wide casement $1,062.67 $3,188.01 R.O. 73" x 35 5/8" Lite cut 2W2H on each_sash _ Left-stationary-right 1 CC_M 3648 casement $605.90 $605.90 R.O. 37" x 47 5/8" Lite cut 3W3H _ Left Page 2 CMACLIEOD & MOYNIHAN Wir QUOTE WINDOWDOOR YOUR. M,(INDOWN AND DOOR SPECIALISTS 110 ARLINGTON Sl 617-923-1480 WATERTOWN, MA. 02172 617-923-4031 FAX SUBMITTEDTO: Doug Robertson DATE February 16, 2001 STREET PROJECT NAME CITY,STATE AND ZIP CODE STREET 324 Clamshell Cove Rd PHONE CITY COtult SALESPERSON Jeffrey Jones PHONE LABEL QTY DESCRIPTION PRICE TOTAL 2 CCM 2436 casement $400.55 $801.10 R.O. 25" x 35 5/8" Lite cut 2W2H Left 3 CCM 2456 casement $525.48 $1,576.44 R.O. 25" x 55 5/8" Lite cut 2W4H Left 3 CCM 2448-2 wide casement $921.34 $2,764.03 R.O. 49" x 47 5/8" Lite cut 2W3H on each sash Left-right 1 CCM 2432-2 wide casement $769.09 $769.09 R.O. 49" x 31 5/8" Lite cut 2W2H on each sash Left-right 1 CCM 2456-3 wide casement $1,423.40 $1,423.40 R.O. 73" x 55 5/8" Lite cut 2W4H on each sash Left-stationary-right 3 CCM 2456-2 wide casement $1,036.12 $3,108.36 R.O. 49" x 55 5/8" Lite cut 2W4H on each sash Left-right 3 CCM 2456 casement $525.48 $1,576.44 R.O. 25" x 55 5/8" _ Lite cut 2W4H Left Page 3 MACLIEOD : (QUOTE MrlrMrl NDOW& DOOR YOUR Wy INO AND DOOR SPECIALISTS 110 ARLINGTON Sl 617-923-1480 WATERTOWN, MA. 02172 617-923-4031 FAX SUBMITTED To: Doug Robertson DATE February 16, 2001 STREET PROJECT NAME CITY,STATE AND ZIP CODE STREET 324 Clamshell Cove Rd PHONE _ CITY _ COtult SALESPERSON Jeffrey Jones IPHONE LABEL QTY DESCRIPTION PRICE 11 TOTAL 1 CCM 2448-3 wide casement $1,253.18 $1,253.18 R.O. 73" x 47 5/8" Lite cut 2W3H on each sash Left-stationary-right 1 CCM 2456-5 wide casement $2,444.68 $2,444.68 R.O. 121" x 55 5/8" Lite cut 2W4H on each sash Left-right-stationary-left-right 1 CCM 2456-4 wide casement $2,057.41 $2,057.41 R.O. 97" x 55 5/8" Lite cut 2W4H on each sash _ Left-right-left-right CFCM 1 CAWN 2820-4 wide stationary awning $1,080.63 $1,080.63 5672 R.O. 113" x 19 5/8" Transom Lite cut 3W 1 H on each sash All units are stationary CCM 1 CAWN 2420-5 wide stationary awning $1,082.97 $1,082.97 2436-3 R.O. 121" x 19 5/8" Transom Lite cut 2W 1-H on each sash All units are stationary Page 4 !CMACLEOD & (QUOTE DO D� � � YOUR WAINDOW, AND DOOR SPECIALIST'S 110 ARLINGTON Sl 617-923-1480 WATERTOWN, MA. 02172 617-923-4031 FAX SUBMITTED TO: Doug Robertson DATE February 16, 2001 STREET PROJECT NAME CITY,STATE AND ZIP CODE _ _ STREET 324 Clamshell Cove Rd_ PHONE CITY Cotu It SALESPERSON Jeffrey Jones PHONE LABEL QTY DESCRIPTION 11 PRICE TOTAL Marvin aluminum clad wood doors White aluminum exterior Primed wood interior Insulated Low E II glass with argon gas 7/8" simulated divided lights with spacer bar 6 9/16"jambs No casing White screens with charcoal fiberglass mesh PVD coastal bright brass keyed handle All keyed alike Coastal lock mechanism & rollers 1 CSFD 12068 OXXO sliding french door $5,454.86 $5,454.86 R.O. 144 7/8" x 82 1/2" Lite cut 3W5H on each panel Left hand 1 CSFD 12016 1 frame 2 sash with 2 stile transom $1,677.63 $1,677.63 R.O. 144 7/8" x 19 5/8" (CUSTOM HEIGHT) Lite cut 3W 1 H on each sash 1 CSFD 8068 OX sliding_ french door $3,272.33 $3,272.33 R.O. 97 5/8" x 82 1/2" Lite cut 4W5H on each panel 1 CSFD 8016 1 frame 1 sash with 1 stile transom $1,144.40 $1,144.40 R.O. 97 7/8" x 19 5/8" (CUSTOM HEIGHT) Lite cut 4W 1 H on each sash Page 5 >, (QUOTE WjrDO : 1 � ! ' YOUR, WINDOW, AND DOOR SPECIALISTS . 110 ARLINGTON Sl 617-923-1480 WATERTOWN, MA. 02172 617-923-4031 FAX SUBMITTED TO: Doug Robertson DATE February 16, 2001 STREET PROJECT NAME CITY,STATE AND ZIP CODE STREET 324 Clamshell Cove Rd PHONE CITY _ COtult SALESPERSON Jeffrey-Jones __ PHONE LABEL QTY DESCRIPTION PRICE TOTAL i TERMS: 1)ALL MATERIAL IS MADE TO ORDER AND CANNOT BE RETURNED FOR CR SUB TOTAL $48,608.33 2)ALL LEAD TIMES QUOTED ARE APPROXIMATE AND ARE AT THE 5% MA TAX $2,430.42 DISCRETION OF THE MANUFACTURER. TOTAL $51,038.75 3) IT.IS THE CUSTOMER'S RESPONSIBILITY TO VERIFY AND COMPLY WITH ALL LOCAL AND STATE BUILDING CODES 4)DEPOSIT REQUIRED PRIOR TO PLACING ORDER. BALANCE DUE COD OR 10 DAYS AFTER ARRIVAL OF PRODUCT INTO WATERTOWN,WHICHEVER COMES FIRST DEPO:$16,850.00 BALANCE DUE $34,188.75 I AGREE TO THE TERMS AND CONDITIONS SET AND ACCEPT THE ORDER AS WRITTEN ABOVE . . : OR I,"CMACLIEOD & MOYNIHAN Wit �D QUOTE WINDOW YOUR. WINDOW' AND DOOM. SPECIALISTS 10 ARLINGTON ST. 617-923-1480 \TERTOWN, MA. 02172 617-923-4031 FAX SUBMITTED TO: Doug Robertson DATE February 16, 2001 STREET PROJECT NAME CITY,STATE AND ZIP CODE STREET •324 Clamshell Cove Rd PHONE CITY COtu It SALESPERSON Jeffrey Jones IPHONE LABEL QTY DESCRIPTION PRICE TOTAL Velux skylights ComfortPlus glass 5 VS 606 venting skylight with EDL flashing kit $495.93 $2,479.65 R.O. 44 3/4" x 46 7/8" 5 VS 606 roller shade $67.71 $338.55 1 VS 306 venting skylight with EDL flashing kit $418.16 $418.16 R.O. 30 1/2" x 46 7/8" 1 VS 306 roller shade $57.65 $57.65 1 VS 304 venting skylight with EDL flashing kit $380.64 $380.64 R.O. 30 1/2" x 39" 1 VS 304 roller shade $57.65 $57.65 7 Crank handles $10.98 $76.86 Roller shades available in translucent beige or opaque beige colors TERMS: 1)ALL MATERIAL IS MADE TO ORDER AND CANNOT BE RETURNED SUB TOTAL $3,809.15 FOR CREDIT 5% MA TAX $190.46 2)ALL LEAD TIMES QUOTED ARE APPROXIMATE AND ARE AT THE TOTAL $3,929.60 DISCRETION OF THE MANUFACTURER. 3) IT IS THE CUSTOMER'S RESPONSIBILITY TO VERIFY AND COMPLY WITH ALL i LOCAL AND STATE BUILDING CODES 4) DEPOSIT REQUIRED PRIOR TO PLACING ORDER. BALANCE DUE COD OR 10 DAYS AFTER ARRIVAL OF PRODUCT INTO WATERTOWN,WHICHEVER COMES FIRST DEPOSI$1,320:00 BALANCE DUE $2,679.60 GREE TO THE TERMS AND CONDITIONS SET AND ACCEPT THE ORDER AS WRITTEN ABOVE v of :5's d-7 si�vrar fs�h� -- �N/'f 0 N a.Z- _r---7-27(N 5aO<C.7^a//7 S Sc13sr/1//sw Qa'O�M6'�J /S/b'776' 7y J N/ �C 2J3/I b'S IV 5�77.-21V 'J C v -Z O 7 H-1 //Il Q-7/V/ .lVo�a%�3s�a N/ Q'/V V 7 �'O N V 70' Nits �� ;� .�-,.:>:r.��; -, �; d�6�'/ � �.•eb' .•.�l dot .?�'�� �.� � 2L>7.�, X S-7X.7 7- 7 \\-Y\ 8 / / Z- W . O O a4 N Y, � 0 6 r .Z`� U •..%y,�.d .,bibs /o i - Mbl 0 044 nl '7. .. 1p.��. ... ��; eft,. A; . :3 ,� is c ?.�:nt ..�xr . . .• . � � C U - PU13 v:;i:;o SI-j r 'd ti � 03`ilu 10 031'y'.OLi olI�j vuup, l:.Iia.?J li.n?.ioii c'•. ::i�i':.�Y •.-A- c1l_ Y it I f° N J � � ell \ eSSer o �000 yvco G' / J y O C> AQ Rio 1•,1,0 G -a . ... - / • . Flo o; �.1b 93 0. o z` v 3 524e3 " ARIVSTA:$ E.PL�KKI1lN1IVG BaA=f,�D-�P-PRO �L UNDER;`THE, SUBDIVISION CONTROL LA Vl/ JUL° do 1g : �5 ,2 , 1 \ -z V • � y NOT:- 7Pc-vi 3 -70 w L 0 T /S T 9Cy ��s ov L o?. ¢ E,pv�T/oN v � LC N �Q� COR. � LAN N3,, . Nv �L /.59 �9 FND a9 �.e iZ'Q.19, o 0 1 / n T r- ` �- ;MADE '��✓ Fc'O�% /.:' 9 74 SI Ctz P Ac P � ,o; ,q/v 0/-- L A N y ��N /N Co 7-6/7- BA IV 7A v NO — �9 CN�9 F'c L Es � SA YER Y IN C .BE CO/''I.B I NED Irl// T14 L O / ,eE�/s r�RED yED TO Tf/E .9Z4RIV C'•QA�✓FORD ;�F�JLTY T�lJST. ��G/NF_�RS SVF'✓Eyc3ie: q R T _ % _DA N l�"L_�.-FE'R N .� OWNER ___.__-•�--•- ��� i I CERTIFY THAT THIS PLAN WAS PREPARED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE REGISTRARS OF DEEDS ADOPTED JUNE 19, 1975, AND AS AMENDED JANUARY 7; 198 . ARNE H. OJALA P.L.S. DATE POPPONESSET A, RO y�� — MAs %0 � BAY .� 3/ D__ — E cyG� ¢ DATE REG. LAND RVOJA N FULLERS No.26348 0 MARSH .12. 9°.�� AfGISTER��JQ,� CLAMSHELL NAL LANDS OVE RD. LOCUS � -{- TRACEY RD. � 12 8 \# -o LOCUS MAP 6. 1 SCALE 1:25,000 C IT QD. DAGMAR K. S T L. p\ o M.L.W. DATUM = 0.0' OBSERVED 216 RUTLED BELMONT, MA. 02478 16 .3 6. -t 0. % c ' I + 4. STATE COASTAL BANK (FLOODZONE ELEVATION) ; EL. 12.0' +-2.1 119 o }0. I 3; 1.8 3i + •1 + 1 .8 J sl 1 .1 } m +-1.9 N ' , i PROP. GRAVEL +-2.3 w 65.2• 0.1#8 FOOTPATH WITH + •g A +-2 0 IN—GROUND + I_ �._1,g 3 IACCE S WOOD RISERS I PROP 6'x12' PROP. 4' WIDE i TAIR AS NEE ED .1 g, ?� PLATFORM BOARDWALK ; i ,�•5 N J. ACID PIER # 2 ^ki - —0.4 � O ti • rn OP +0.4 SALT MARSH 12.4,��' GEORGE PHILBRICK ET AL. #1 P.O.BOX 1890 ,� an eoe-aez-4NI BOSTON, MA. 02105 /5 I 'm' '0�364-mo / down cape alVineerinq, ine. 10.3 CIVIL ENGINEERS LAND SURVEYORS 9 main sL yamma ma 02M PLAN ACCOMPANYING PETITION OF D. ROBERTSON & TRACEY FERN AT #324 CLAMSHELL COVE ROAD TO CONSTRUCT AND MAINTAIN APPROVED PLAN A TIMBER PIER AND PLATFORM IN AND OVER THE WATERS OF Y (COTUIT) BARNSTABLE, MA. ----- SCALE: 1" =. 40' APRIL 10, 2001 #00-028 SHEET 1 OF 2 I I CERTIFY THAT THIS.PLAN WAS PREPARED IN ACCORDANCE WITH THE RULES AND OF THE ADOPTED OF DEEDS REGULA OJUN'.E 19, 197501 AND AAS AMENDED Z Y 7, 1986 Fi. OJAL� P.L.S. DATE PROP. HANDRAIL (ONE SIDE) TOTAL LENGTH = 84.7'f _3.0' EL.7.5 6'x 12' PLATFORM ELEV. 5.0'fGRppE 2.2'f 0.0 6"x 6" PT ' POSTS (TYP) i 4"x. 4" PT IN MARSH i POSTS PROP. 6 DIAM. PT PILINGS i DRIVEN MINIMUM 30" i FOR ACCESS USE"6 — 6" DIAM (TYP) I i I MARSH/BVW STAIRS PILINGS FOR PLATFORM) DRIVEN MINIMUM 6'. BELOW GRADE A — A �. PROFILE VIEW PROPOSED. SEASONAL PIER 15 4.0' 2X6 DECK -H co F 1" SPACING CSIC. HEAD -Nj . . (REMOVABLE) II 3X8 STRINGER 2-2X8 BENTS GALV. THRU BOLT 2X6 D CKI 1" S ACIN 2X8 BRACES 2X8 BRACE • 6" PT PILING 8' BETWEEN BAYS a" Z �ml aa.-an-ebeo �VATIDK SE oN I PIER CONSTRUCTION DETAIL T cape aielneering, Inc• 4' H + V CIVIL ENGINEERS LA14D SURVEYORS 939 main et. y.wmouth ma 02675 D. ROBERTSON & TRACEY FERN ���1a of Mgs�c AT #324 CLAMSHELL COVE ROAD oz ARNE ti POPPONESSET BAY . (COTUIT) BARNSTABLE, MA., URVEYOR PAT #00-028 SHEET 2 OF.2r E ------ ----- SYSTEM PROFILE TOP FNDN 32.0' mono= TEST HOLE LOGS LEQEND ACCESS COVER TO WITHIN 60 OF FIN. GRADE (NOT TO SCA14 SEPTIC DESIGN: (GARBAGE DISPOSER IS - NOT ALLOWED ACCESS COVER (WATERTIGHT) TO M. FARIA, SE PROPOSED SPOT ELEVATION ENGINEER: OF COVER OVER P WITHIN 60 OF FIN. GRADE DESIGN FLOW, BEDROOMS ( 110 GPD) 550 GPD MINIMUM .75 RECAST / ---------- 2X SLOPE REQUIRED OVER SYSTEM DONNA MIORANDI, RS z WITNESS- 30 1 0OX0 EXISTING SPOT ELEVATION USE A .�5_0 GPD DESIGN FLOW MAY 23, 2000 RUN PIPE LEVEL 2' DOUBLE WASHED PEASTONE DATE: nAUM MAW F_0_01 SEPTIC TANK: 550 GPD 1100 29.0' - FOR FIRST 2' PROPOSED CONTOUR PROPOSED 1500 < 2 MIN INC N SEPTIC 3' MAX. PERC. RATE USE A 1500 GALLON SEPTIC TANK 100 EXISTING CONTOUR 28.18'/ TANK (H-_LO H-20 9750 CLAMWiM COW RD. LEACHIN§- 4 CLASS-W/KA.&T. INSERT GAS SOILS P# (SEE DETAIL BELOW) 04 .0, Cl M_ 0 0 0CI 2(47.5 + 10.83) 2 (.74) 172.6 BAFFLE 27.35 r SIDES: MIN I * gg 3 2� I!g UXUS 380 27.0' 0 171171171 171 0 [__1 C3 [D . 47.5 x 10.83 (.74) (-!-X SLOPE) CRUSHED STONE OR MECHANICAL 171 CO 171 171 1:1 0 BOTTOM: - COMPACTION. (15.221 (21) ED 0 1:1 C3 0 0 E3 ELEV. ELEV. 4� 21 1:3 r 25.0' TOTAL: 746 S.F. 552 GPD DEPTH OF FLOW of$ C2-X SLOPE) (-�_X .:LOPE 32.0' 0" 32.0' USE (5) 500 GAL LEACHING CHAMBERS (H-10) TEE SIZES: 3/4- TO 1 1/2- DOUBLE WASHED INLET DEPTH 10" O/A O/A LOCATION MAP WITH 2.5' STONE AT ENDS ANO AT SIDES SL SL 14" OUTLET DEPTH 1 OYR 3/1 1291 12" 10YR 3/1 y 50 LEACHING FOUNDATION- 10" SEPTIC TANK 58' D' BOX 20' B FACILITY ASSESSORS MAP 5 PARCEL 64 LS LS BOARD OF IWALTH 30" 10YR 5/8 29.5, �30" 5/8 29.5' ZONING DISTRICT: RF 4 YARD SETBACKS, MA TH 1 & 2 EL. 20.0' APPROVED DAM FRONT 30' SIDE 15' 12 or" 'V PARCEL 1 C C R EAR 15' .................... PLAN REF. Ms Ms LCP 11 260C FLOOD ZONE: A13 EL 12 & C 2.5Y 7/6 2.5Y 7/6 Ir #1 37 A2 of LOT 1 144" 20. 144" 20.0' #2 0= 30.320 *SF UPLAND 11 NO WATER ENCOUNTERED TH1 *A1 #3 NOTES: \t \TH2 UM IS NGVD 1. DAT + 2. MUNICIPAL WATER IS AVAILABLE 19 SYSTEM PROFILE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ,ALL PRECAST UNITS TO BE AASHO H.- 10 20 #4 (NOT TO ' SCALE) +7. 5. PIPE JOINTS TO BE..MADE WATERTIGHT., 6. CONSTRUCTION DETAILS TO BE IN ACCORDAN CE WITH MASS, ENVIRONMENTAL CODE TITLE V. BLOWER UNIT NIB kOD 7. ,THIS ,PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE SEE NOTE 7 CQNC. CQVERS TO !QEADE USED FOR -LOT LINE STAKING., ' A 1 1 Z2- VENI PIPING/ El'- 1 IC SYSTEM 10, :SCH.- tC. - az SEE NOTE 2 NY 9. CO MP0.NENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 19 20" CLEANOUT COVER INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED #5 +975 .,I*". ..p 10-4 FROM BOARD OF HEALTH. RISERS 4� '71 1 '. I I PROP. DWEWNG 12"X16" CLEANOUT COVER 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE TOP FNDN LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR O 32.0' 1 IZA TO COMMENCEMENT OF WORK. 7. L �A + • 11. ROOF RUN-OFF TO BE DIRECTED TO DRY WELLS, OR DRIP LINES SEPTIC TANK v SHOREY MAN. INC. TO STONE TRENCHES %a OR EQUAL#6 b Typ.� - I I 428 r ) 4 4"SCH 40PVC -0.92\ N Yj IN FROM HOUS 10 3" MIN. ABOVE TED + OUTLET Con A LOT 17 1 I ;!J L 4. 4 FA�T UNIT <) NQTE5 m II 1. BLOWER MUST BE WITHIN S1 TE PLAN 100 FEET OF FASTS UNIT 500 GAL. 1000 GAL. 50 11 �7 Lt--- ___j 1 4-, ��,�:- .I . __7 . ;9 ..'-7:7 1- 2. RUN VENT TO DESIRED OF !L _j LOCATION AND COVER 42 LOT 1 CLAMSHELL COVE ROAD cl? OPENING WITH _209 4ft INSECT SCREEN. IN THE TOWN OF: A 3. FOLLOW FASTS SPECIFICATIONS. --*--3W _76' (COTUIT) BARNSTABLE PLAN YIE VIEW A- -iiPREPARED FOR: D. ROBERTSON & TRACEY FERN w o 2 L FAST" TANK . . 30 0 30 90 (NOT TO SCALE) PROP. FOOTPATH WITH #8 426 IN GROUND WOOD ISERS �AS NEEDED SCALE: 1 30' DATE: OCTOBER11. 2000 STAKED HAYBALES AND SILT FENCE �REV. 11/28/00 (HSE� WLQ WORK IT LINE) REV. 12/13/00 (PIER.FAST) REV. 12/20/00 (footpath) 25 REV. 2/26/01 (HOUSE) #9 Of 11A OF A NE A E H. 4 ALA .40 N 2 34ca .3 o 423 0 s. DATE -0.60 #10 AL STATE COASTAL BANK EL. 12.0' SALT MARSH (FLOODZONE ELEVATION) #11 LOT 15 off WO-362-4541 fox 5W 362-96M down cape en eering, in c. CIVIL ENGINEERS LAND SURVEYORS 939 main St. Yarmouth, ma 02675 R POSE GALLON T(t "K (H. 27.3 r27 _12! 00-028