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0066 HARBOR VIEW STREET
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Town of Barnstable Building Department - 200 Mai Street SARNSTABLE. * Hyannis, MA 02 601 MASS 9�A 16��. , (508) 862-4038 TFD MA'S A Certif icate of Occupancy Application Number: 20064963 CO Number: 20070232 Parcel ID: 245001 CO Issue Date: 09/28/07 Location: 66 HARBOR VIEW STREET Zoning Classification: RESIDENCE D-1 DISTRICT Villager CENTERVILLE Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: - yw-Ao 2! _ Building Department Signature Date Signed TOWN OF BARNSTA LE u11d111 Application Ref: 20064963 BAItNBTAIBLE, Issue Date: 12/14/06 Permit 9 MASS i639• 1� Applicant: BAYSIDE BUILDING INC r�G MAC s Permit Number: B 20061989 Proposed Use: RESIDENTIAL Expiration Date: 06/13/07 Location 66 HARBOR VIEW STREET Zoning District RD-1 Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 245001 Permit Fee$ 21186.32 Contractor BAYSIDE BUILDING,INC Village CENTERVILLE App Fee$ 100.00 License Num 005645 Est Construction Cost$ 533,248 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND BUILD 5 BEDROOM CAPE WITH ATTACHED 3 CAR GARAGE(AFTER DFMO,CARD MUST BE KEPT POSTED UNTIL FINAL i SEE 20064960 AND 20064962 INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: HARBOR BLUFFS, LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: BOX 142 INSPECTION HAS BEEN MADE. W HYANNISPORT, MA 02672 Application Entered by: JL Building Permit Issued By: jwl 8 THIS PERMIT CONVEYS;NO RIGHTTO OCCUPY.ANY STREET;ALLY OR SIDEWALK OR:AN ART,THE OV IT R,TEMPORAR[LY,ORPERMANENTLY; ENCROACHEMENTS,ON PUBLIC PROPERTY;NOT SPECIFICALLY PERMITTED UNDER:THE BUILDING CODE,MUST BE APPROVED BYcTHE JURISDICTION: STREET OR ALLY GRADES:AS-WELL::AS DEPTH AND.LOCATION OF PUBLIC SEWERS MAY.'BE'OBTAINEDIFROWTHE 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 CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). S.INSULATION. 6.-INAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). awl,, �... :".G„ `® /'�:ii�D GI ; -;�,. Df y ..`„ ® �;3.s., �;'',•,,„ ;.,NO.; r BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 �FG2i�-y-�J ��1i/oZ Q 1 (��� dl 1 (✓ ail I, fir" 25.Lf ak 107 l — ?. a 2 _r✓�l�r l 7 3 1 Aleahng Inspecti6d Approvals Engineering Dept fl1,1,4 CA� Fire Dep 2 Board of Health .b Parcel Location Owner Village Index 246 41 HARBOR VIEW STREET MORGAN, CHARLES E CEN 0663 20 246- 44 HARBOR VIEW STREET WALTON, BRUCE H CEN 0663 003 245-,"6fi HARBOR`VIEW STREET- Multiple Address �001"''--'(66 HARBOR VIEW=STREET- Unit_A=Main-Hou%/Unit HARBOR BLUFFS, LLC CEN 0663 B=-C-ottage) 245- 69 HARBOR VIEW STREET BROOKS, ROSEMARIE E TR CEN 0663 009 245- 86 HARBOR VIEW STREET BERGTHOLDT, GEORGE CEN 0663 002 245- 145 HARBOR VIEW STREET CONDRON, CHRISTOPHER CEN 0663 006 M & TOWN OF BARNSTABLE BUILDING PERMIT APPLICATIOND�"'"" — Map 7 Parcel UQ t`U. a`si,d � a-tion 47�— Health Division ?006NOV30 AEA 9: 54 Conservation Division Q Permit# Tax Collector _ Date Issued, DIVISION Treasurer Application Fee r) 7�, /�4 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-gw Preservation/Hyannis r Project Street Address/ & 6 /79eeglk V/9 4 5 7— Village Owner t1P 41Z61 kJ*?- CDit/,b 2 d A,1 Address !V5/_14t?6 1,2 Telephone d- Permit Request T4 ✓•7FX4 4 (a) GOTT4(i v-- ,6 blu4s /} �Sy Z��(Q,�1 C /�,� Gy/r,// /A/ 197 IC&E1) 3 C712 a19,ei6F_ Square feet: 1 st floor:existing proposed X�U 2nd floor:existing proposed-2� Total news Zoning District 6� Flood Plain C-- Groundwater Overlay Project ValuationI53_�c-Al Construction Type&/,ND Lot Size o�4rS7�7 Grandfathered: ❑Yes Q-11ro If yes, attach supporting documentation. Dwelling Type: Single Family 0� Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑ C1 Yes No C Basement Type: Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new o? Number of Bedrooms: existing new _S Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: 2/Gas ❑Oil ❑Electric ❑Other Central Air: U1 es ❑No . Fireplaces: Existing New_�� Existing wood/coal stove: ❑Yes �lo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes *No If yes, site plan review# Current UWe F CO%/����._ r- Proposed Use 1/kt/_4X1 F+Al c?" kF-5 10AFA c BUILDER INFORMATION Name /3 1�HS IM: 1�U6kh/l-/6 /AJ 6- Telephone Number 7�l`l® V0 Address rJ ? 0.X_ IF <1 License# e965-6 `lS C,FA,r—j9,,P_V it-Z,E M4, 01—>6 3Z Home Improvement Contractor# f 13 7 7,6 Worker's Compensation# A1CFCo�� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO t9tv2)4/169 LJIVD Fl LL_ SIGNATURE DATE dJ 1,>—,fld FOR OFFICIAL USE ONLY r } f r PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE "OWNER DATE OF INSPECTION: FOUNDATION 6!C 1&6 FRAME Z),o , INSULATION ula2 FIREPLACE . s ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL yy� GAS: ROUGH FINAL .I• FINAL BUILDING �� �1L -0741t DATE CLOSED OUT ASSOCIATION PLAN NO. f Town of Barnstable Regulatory Services ' MMST"BM ' Thomas F. Geiler,Director '0jfpyq.�a Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax:'508-790-6230 PLAN REVIEW Owner: Co Jr-0 n Map/Parcel: J y,5 001 arbor 1 �i�ew S+Builder: a i 1 — ga, I dI Project Address�� � V '�.� d The following items were noted on reviewing: C:o�'A' kCC- -f z ram, o va n�- ' e,- re .ut'rf-J kiilp-r all slaws LJ I"Ae-rls �-e— 6 n:.� a� Y\0.C"W Sl d2 4S Pfr cad-e Reviewed by: Date: Q:Forms:Plnrvw Parcel Lookup Page 1 of 1 sARhs V 4I�LE t � :a Logged In As: Parcel Lookup Thursday, Novemb• Nancy Larned Road Lookup Condo Lookup Multiple Address Lookup Search Options Search By I Street � � Street# Street HARBOR VIEW . Name ._._ _. Village JAII Villages iF Search <Prev Next> Page 2 of 2 Rows/Page Parcel Location Owner Village Index 319 105 HARBOR VIEW ROAD MITCHELL, KATE & BARN 0662 051 246- 41 HARBOR VIEW STREET MORGAN, CHARLES E CEN 0663 220 246- 44 HARBOR VIEW STREET WALTON, BRUCE H CEN 0663 003 66 HARBOR VIEW STREET- Multiple Address 245- (66 HARBOR VIEW STREET=Unit A=Main House/Unit HARBOR BLUFFS, LLC CEN 0663 001 B= Cottage) 245- 69 HARBOR VIEW STREET BROOKS, ROSEMARIE E TR CEN 0663 009 245- 86 HARBOR VIEW STREET BERGTHOLDT, GEORGE CEN 0663 002 245- 145 HARBOR VIEW STREET CONDRON, CHRISTOPHER CEN 0663 006 1 IM & http://issql/in.tranet/propdata/lookup.aspx 11/30/2006 NL4d-GI-LULJb lb-2J NUKHHY & I'IUKI'HY rLu I .1J Op THE t Town of Barnstable Barnstable Historical Cornm:ission BARNSTABLE. + 400 Main Street, Hyannis,Massachusetts 02601 MASS, (508) 862-4786 Fax (508) 862-4-725 i659• www.uown.barnatable.ma.us 'rfD MAC August 10, 2006 Linda Hutchenrider, Town Clerk 367 Main St. Town Hall Hyannis MA 02601 -jW Margaret Condron oD PO Box 142 a, z West Hyannisport, MA 02672 b ;r- Decision, approval of demolition, General Ordinance 112 Historic Properties Re: Proposed demolition of house 66 Harbor View Centerville, Map 245 lot 1 Notice stamped with the Town Clerk on July 10, 2006 The Historical Commission found that the above referenced building is over 75 years of age and that the building is a significant building pursuant to the definition of Section 112-2 (B) General Ordinance 112 Historic Properties. Accordingly, the Commission held a duly noticed public hearing on August 7, 2006 at 7:30 P.M. in the Town Hall Hearing Room. At that public hearing, the Commission voted 3-1 in favor of the demolition of the structure. Sincerely Yours,�� Nancy Clark, Chair TOTAL P. 13 Barnstable Assessing Search Results Page 1 of 2 Home: Departments:Assessors Division: Property Assessment Search Results New Search e New Interactive Maps >> Owner: 2006 Assessed Values: HARBOR BLUFFS,LLC 66 HARBOR VIEW STREET Appraised Value Assessed Value Map/Parcel/Parcel Extension Building Value: $208,400 $208,400 245 /001/ Extra Features: $5,100 $5,100 Outbuildings: $0 $0 Mailing Address Land Value: $468,500 $468,500 HARBOR BLUFFS, LLC C/O CONDRON, MARGARET Totals $682,000 $682,000 BOX 142 W HYANNISPORT, MA.02672 2006 REAL ESTATE Tax Information: Tax Rates: (per$1,000 of valuation) Community Preservation Act Tax $129.10 Fire District Rates Town Barnstable-Residential $1.90 $6.31 Barnstable-Commercial $2.51 Commet C.O.M.M. FD Tax(Residential) $722.92 C.O.M.M. -All Classes. $1.06 $6.54 Cotuit FD-All Classes $1.33 Persona Town Tax(Residential) $4,303.42 Hyannis-Residential $1.61 $6.49 Hyannis-Commercial $2.50 Other R; W Barnstable-Residential $1.60 Commur W Barnstable-Commercial $2.46 Total: $5,155.44 Construction Details Building Property Sketch Legend Building value $208,400 Interior Floors Hardwood This property contains multiples Style Cape Cod Interior Walls Plastered Please use the navigation below the.sketch to bro Model Residential Heat Fuel Oil Grade Custom Minus Heat Type Hot Air Stories 1 1/2 Stories AC Type None http://www.town.bamstable.ma.us/assessing/assess06/displayparcelO6map.asp?mapparba... 11/17/2006 Barnstable Assessing Search Results Page 2 of 2 Exterior Walls Wood Shingle Bedrooms 3 Bedrooms Roof Structure Gable/Hip Bathrooms 2 Full Roof Cover Asph/F GIs/Cmp living area 1414 m� Replacement Cost $180798 Year Built 1920 Depreciation 15 Total Rooms 5 Rooms Land . CODE 1090 Lot-Size(Acres) 0.48 Appraised Value $468,500 Additional Sketches 1 21 Click Here for print version that displays all ske Assessed Value $468,500 ¢ ;.View Interactive Maps > Sales History: Owner: Sale Date Book/Page: Sale Price: HARBOR BLUFFS,LLC Mar 24 2004 12:OOAM 18352/174 $750,000 CRANE, HAZELL G Apr 15 1996 12:OOAM 10144/260 $1 CRANE,HAZEL G&NEWMAN,R B 3325/33 $0 Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value FPL2 Fireplace 1 $2,600 $2,600 FPL1 Fireplace 1 $2,500 $2,500 Property Sketch Legend BAS First Floor, Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area UST Utility Area(Unfinished) (Finished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story (Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story (Unfinished) FHS Half Story(Finished). SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) http://www.town.bamstable.ma.us/assessing/assess06/displayparcelO6map.asp?mapparba... 11/17/2006 f Town of Barnstable Page 1 of 1 <<Back Building Style Cape Cod Interior FloorsHardwood Model Residential Interior Walls Plastered °n a Grade Custom Minus Heat Fuel Oil s ti� Stories 1 1/2 Stories Heat Type Aotr �x Exterior Walls Wood Shingle AC Type None+ z , Roof Structure Gable/Hip Bedrooms 3 y Bedrooms Roof Cover Asph/F GIs/Cmp F Bathrooms Full Replacement Cost $180798 living area 1414 x Depreciation 15Year Built 1920 Total Rooms Rooms Building Style Cottage Interior FloorsPine/Soft f g Wood Model Residential Interior Walls Drywallb°w A Grade Average Minus; Heat Fuel Gas Stories 1 Story Heat Type Hots Air Exterior Walls Clapboard AC Type. None Roof Structure Gable/Hip Bedrooms 1 Bedroom Roof Cover Asph/F GIs/Cmp Bathrooms 1 Full, Replacement Cost $66741 living area .454 Depreciation :18YearBuilt` 1955 Total Rooms Rooms rv , http://www.iown.bamstable.ma.us/assessing/assess06/print06.asp?mappar=245001 11/17/2006 NOV-29-2006 WED 09:00 AM KEYSPAN ENERGY FAX NO. 508 394 5019 P. 01 KeySpan Energy Delivery 127 Whiles Path Fricioy Ddlivur/ South Yarmouth, MA 026G4 November 29, 2006 John Bowes 1,'AX: 508-775-0155 R : 76 1 harbor View Street, Hyannis This is to confirm that the natural gas line to the above address has been cul aad.capped as requested. This was done on November 22, 2006. Il'y'citii Have any questions please call me at 508-760-7481. (J C�� Sue McMullin Operations Coordinator Keysptln Do.livery Company i P{:4 Nov 27 06 01 : 04p COMM Water Dept. 508-428-3508 p. 2 Centerville-Osterville-Marstons Mills Water Department j P.O. BOY 369- t138 MAIN STREET OSTERVILLE, MASSACHUSETTS 02655 OFFICE OF u WA1 ER BOARD OF WATER COMMISSIONERS WATER SUPERINTENDENT j. 39 DEPT. �y TEL.No.508-428-6691 �►� FAX No.508-428-3508 I i I I November 27, 2006 i I i Town of Barnstable: Building Dept. 367 Main Street Hyannis, MA 02601 I Re: Account#292 Harbor Bluff, L LC 76 Harbor VieN,r Road Centerville, MI!. I Gentlemen: I On l Monday, November 27, 2006 we turned off the water,pulled the water meter in the meter pit and disconnected the water service at the end of the two-inch (2") water main for the )roperty mentioned above. It is our understanding that the owner plans to demolish both si ructures, re-build a house and will have a new water service installed at a later date. j If yr.u have any questions, please call our office at 508-428-6691. Very truly yours, AIL- A���~ 7 Herbert Me Sorley Assistant Superintendent HLMCS/jw I I ---S1441876S NSTAR SUM SW3161 02:47'13 p.m. 11-17-2006 ONSTAR NSTAR Haotric&Gas Company �—_ �, �� �• 1�� 11 One NSTAR Way,Westwood.M4wachuscj%02090-9230 EL EC TRIC GA S November 13, 2006 Margaret Condron 15 East 82nd St New York MY 1002 RE: 76 Harborview Rd W Hyannis MA - Dear Margaret Condron: This letter will serve as confirmation that the electric service at 76 Harborview Rd W Hyannis MA, has been removed as of 11-07-06. Based on this information, there is no electric power to this building and you may proceed with the demolition- If you have any questions, please contact me at(781) 441-x3208 Sincerely, Ms Hebshie New Connections Office s . CIC=NewTompla?a T00 ln VIV NOUN00 68LCVTCZTZ XV3 St:80 90/OZ/TT 1 �U- Ly ��UU 1V'L"'r I IVI\I 111 Ck I IUI\I 1 I I aJVV 1 1 J.J I GtJ 1 .UG t • • \.t ♦t\ �• ti� SECTION. �1Q! PLAN OF SEA SHCALIUT_s .SELONGrNG 'o THE X. HYANMR. BEAC-H AssocI no ON VINEYARD SOUND. BAgNSTABLC-MAss. F�•1 IIa � � \•\fit � i. 74 yI .• :r„ !•a: t :4a.r f. •n ' . y` •f Y , tr,, c.. a J•• �'; '•� .4_�•- s r. I' a +r. r••• O �j••• ; .' rI•. •� :..., f• ! r r•• as• •+•I V E)1°•• .: :,•„ yO• � r.••, •a r i a r.I, ; +� a•� Ja': -./'• 6 JIB V•,, •� JI,• •_t , .I'a' \ _. '� a•a '•r •ate' 'tar•� ` t ] +•- i.• `• • � r .. e ,:.•� •a4' •y+/arl, .. \� •? I t •• - >aa fir' r 2 r • - • •` •.• . + +1. ..,ia, i \ .••. W••2 yY uur C i L. :rllt � � i•i j 1 Ii. ;r. � Aa• 13,' Y yu• N•1 ar tiII •I••i� iwnl .In•• t�. yu•,_ ,�• •, •a ,� 'i i C �•y ti:• .. d �iI• ..•.. •r..• YI•.,C :r.. ra• .aY /� •In, .... 4O•/1/ .? • ;I••� I rIL: C YI•L yI• �•..1 �r.I. r.: f w.I Y•II �'4 �ti+ •� - w ••I• ••M rI••n rw�• yII �•V,1 y„i/ Jp .•. IJ.I Ir• 1• III' air i/ ,•Y II If wI••a :YI.• Y•I•t S Y 41r• irons 41•• - :•,.•. .:.. .. t N•• MITI YII• YI• JP 1 41i Ira • i •1. (VIII rI1I, :YIIO ��] /II IfI /11 /A IN :•• r,] I,iJ f' � y h II IN Jr• t :yI• y �Y••• r.III( .YII• y- CM •. •• • •aL/ rl y•Y V•q Y•/I` YII• MW. E4111 /1~• 'a\ ° /II eF IrI /1a 1a• 7il 24.• M••° 1 Y••• r•r• t YI• Y••• •• y•••. y•I• Y /. Or /II /w• YII• LIITJ• l yI. •�zr No • Iu /I•:VY• Y.N I ° r•r .� Ir•.• • Y • Y•I• YII/ Vt.. V•II V/I•E YII• yI•), u�I YII• 9i° )i I7y rJ l,w a,r ur Ian y1I• .♦••• 7IY / •Y)Y Y)1• •II YI•• • E r•w 'Ir•• /./ I•V ..III - • Y u••.i ;Y•Ir y,ir /41 /I] rr'• .,I ]•I ZI, a1I � '. ,. w .. • r• YOII• •J,I•• Ja II1 C • •rI•• •1 I •wr fI` �f •'`r t ` �":'f'• EIiI �• •� I •n = i �1. :` ` is j •^ : 1 i _ ,?i e ' � � t ` I T •'/ •/Y' IN \ '•I/ aaL,il• a/1• ]i �t• 1l••i 7 ]LI W I 1 ' v+♦acr y..e aa.n..a. �-C� 3 f Bk 18352 P9174 *21058 i]3-24-2Q04 a 49: 42a FIDUCIARY DEED I,NICHOLAS A. GRACE.,, Executor of the Will of Hazell G. Crane(Suffolk County Probate Docket No.03P2704EP1)by power conferred by said Will and every other power, for consideration of Seven Hundred Fifty Thousand and 00/100 Dollars($750,000.00)paid, grant to HARBOR BLUFFS LLC,a Massachusetts limited liability company having its mailing address c/o Palmer& Dodge LLP, I I I Huntington Avenue at Prudential Center, Boston,MA 02199- N N 7613,Attention: Mary S.Tracy,Esq.,the land together with the buildings thereon, in that part of . 0 o Barnstable,Barnstable County,Massachusetts,called Craigville,being Lot Nos. 352, 353,354 c and 355 as shown on Section No. 1,Plan of Seashore Lots belonging to the Hyannis Beach . Association,on Vineyard Sound,Barnstable,Mass.,by Garbett and Wood, Surveyors,January 221, 1889, filed with said Deeds on April 4, 1889. See Plan Book 34,Page 91. The premises are conveyed subject to all easements,restrictions,rights and agreements of m record, including but not limited to the easements set forth in a deed of A_ Hall Berry, et al dated r August 10, 1936 and recorded with said Deeds in Book 522,Page 304,insofar as the same are ynow in force and applicable.- The premises arc conveyed together with a right of way, in common with others entitled x thereto,over the southerly twenty(20)feet of Central Avenue,as shown on the above-mentioned 3 plan,where the same abuts on the premises above described, between Greely Avenue and Harborview Street. � g II N The premises are also conveyed together with a right of way, in common with others a� entitled therein,over Harborview Street,as shown on said plan. The premises are also conveyed together with a right of way, in common with others x x entitled therein, over the following described parcel of land: �p o y BEGINNING at the intersection of the northerly line of Vineyard Sound Avenue,as shown on the above-mentioned plan,with the easterly line of ,= Harborview Street,as shown on said plan,and running thence NORTH 470 46' 30"WEST along Vineyard Sound Avenue thirteen and 11/100 (13.11)feet to the northweit corner of Lot#19 as shown on Plan of Beach Lots in Barnstable, Mass., dated July 3, 1940,made by Bearse&Kellogg, R � Civil Engineers,recorded with said Registry of Deeds in flan Book 64, �;M W Page 23; thence SOUTH 17° 14' 30"WEST along the westerly line cif ,�,�, z vwmC said Lot#19 and the easterly line of Lot#18 on said Plan of Beach Lots, ti,mm forty four and 331100(44.33)feet to a point;thence SOUTH 420 32' 30" r�1 WEST, still along the westerly line of said Lut#19 and the easterly line of o "' said Lot##18, one hundred and fifty five(155) feet, more or less to the waters of Vineyard Sound; thence F.,ASTF.RLY along VineyardSound N =M thirteen and I I/100(1111)feet to a point; thence North 42' 32'30" "o to �X EAST,parallel with the third course above described,one hundred and 4:N�•", to..O MN fifty five (155)feet,more or less,to a point;and thence NORTH 17014' CDa -KM sGG9Lti3(iS�Sd�c�SUO3 asolz I-*a00 SL£ 4113 Nurt;60 a toot-iZ-£G 'alga Stl33tl 30 AHISID38 AIN1103 313tl1SNWg Xbl 3SIGy3 AJM03 31018N2ltl9 - Bk. 18352 Pg 175 #21058 30"LAST,parallel with the second course above described,fort tour and 33/100(44.33) feet to the point of beginning. BEING the westerly portion of said Lot#19. Meaning and intending to convey all of the grantor's right, title and interest in and to the premises described herein. For title,reference may be'made to deed dated April 3, 1996 and recorded with said Deeds in Book 10144,Page 260, See also.[:state of.l lazell G. Crane (Suffolk County Probate Docket No.03P2704EPI). See also Death Certificate for Hazell G. Crane and Form M 792 and 792 recorded herewith. The premises are conveyed subject to real estate taxes assessed as of January 1,2004 which the grantee herein assumes and agrees to pay. 1, Sara C. Foss(formerly known as Sara C.Bonnet), being the devisee of the above described property under Article FIRST of the Will of Hazell G.Crane,hereby join in the conveyance to the grantee herein of the above described property and release to the grantee all of my right, title and interest in and to the above described property. Massachusetts Deed Excise Tax Stamps in the amount of$4,275.00 have been affixed hereto EXECUTED under seal this 9 M day of March,2004. -ire Foss(formerly no as ,Nicholas A. (Trace, Executor as tra ra C. Bonnet) aforesaid and not individually COMMONWEALTH OF MASSACHUSETTs Suffolk,ss. . March4,2004 { On this day of March 2004, before me, the unde •gne nota� blic, personally appeared Nicholas A. Grace, Executor as aforesaid, n ugFi satisfactory evidence c " ic}rroras— ,to be the person whose name is signed on the preceding or attachment document,and aclarowledgcd to me that he signed it voluntarily for its stated purpose,as Executor as aforesaid, Notary Public [Affix Seal1= My commission expires: t 0 9M7356j,.DOC -2- CATHERINE P. DOYL.E, Notary My Commission Expires April 2,201.0 • i Bk 18352 Pg 176 #21058 STATE OF NEW HAMPSHIRE March ,2004 On this day of March 2004,betbre me, the undetsigned notary public,personally peared Sara C. Foss,proved to me through satisfactory evidence of identification,which was to be the person whose name is signed on.the preceding or attachment document,and acknowledged to me that she signed it voluntarily for its stated purpose, No ary ic [Afx Seal � t Myc sion expires: 93946% pWfW8 M.GAIMA,Notary Public Commtadon Expires November 13,2W i BARNSTABLE REGISTRY OF DEEDS Department of Industrial Accidents " Office.of Investigations: 600 Washington Street Boston,MA 02111'. y www.massgov/dia Workers Compensation Insurance Affidavit: Builders/Contractors/Electridans/Plumbers Anplicant Information Please Print Legibly name (Business/orpnizationjm&vidual): /g/�YS��, d11_b11_1400, Address: x City/state/Zip: •0'r�� VA 65- Phone#: .re you an employer? Check the-appropriate box:: Type of project(required): ❑ 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 ❑ I am a sole proprietor or partner- listed on the attached sheet # 7• ❑ Remodeling ship and have m employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance; 'g ❑ Building addition required [No workers' comp. insurance 5. ❑ We are.a corporation and its �Jcers�t,�� rsis " - --- 10.0 Electrical r airs or.additions - ❑ I am a homeowner doing all work right of exemption per MGL 1Y.0 Plumbing repairs or additions myself-[No workers' comp.' C. 152, §1(4),and we haven0 12,0 Roof repairs insurance required.] t employees. [No workers'" comp.insurance.required.] 13•0 Other ny applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: �e omeowners who submitibis affidavit indicating they are doing all-work and then hire outside contractors must submit anew affidavit indicating such mtractors that check this box must attached an additional sheet showing the name of the sub-contmj;{ s and their workers'comp,policy information. . m an employer that isproviding workers'compensation insurance for my employees Below is the policy andjob site 'ormation. airance.Company Name: C (7 14 #1V S• C4 . 1i0r-#or Self-ins.Lic.#: l?/��—/ _ 0 6 —/V E-Viratian Dat€ --—-- - - Site Address: &M2W11f&J L5 City/State4,/, 0/CSP�2Z- tack a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). lure to.secure coverage as required under Section 25A of MGL e. 152 can lead to the imposition of criminal penalties of a e up to$1,500,.00 and/or one-year imprisonment, as well as civil penalties in:ilia form of a STOP"WORK ORDER and a fine .p to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of restigations of the DIA for insurance coverage verification. o hereby certify under the pains"enalties of perjury that the information provided above is true and correct tare:. )ne#: 7 W -/D 6 Official use only. Do not write in.this area,to be completed by city,or town offc4L City or Town: Permit/License#_. • Issuing Authority(circle one): 1.Board of Health 2..Building Department 3.City/Town Clerk 4.Electrical Insp 6. Other ector 5.Plumbing Inspector Contact Person: Phone#: Information and. Instructions iassaehusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. ursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, Kpress-or implied,oral or written." m employer is defined a�`:au individual,:partnership,:association,corporation or other legal entity,:or any two or more f the foregoing-engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the eceiver or trustee of an individual,partnership, association or other legal entity,employing employees. Howo,%.er:the caner of a dwelling house having not more than three apartments and who resides therein, or.the occupant of the welling house of another who employs persons to do maintenance, construction or repair woik-ou such dwelling house IT on the grounds or building appurtenant thereto shall not because of such employment be deemed m be an employer." v1GL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or enewal of a license or.permit to operate a business or to construct buildings in the commonwealth for any ►pplicant who has not produced acceptable evidence-of compliance with the insurance coverage required! kdditi�nally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall ;nter into any contact for the perfoIm, a ofpublic work until acceptable.'evidence.of compliance with the insurance -equirements of this chapter have been presented to the contracting authority." Applicants Please-fii 1 attworr�—comrP"�at;on 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 orpartners; 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 Departineat 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 lime. 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 a davit for you to outffi e Lt ffrce o�-mvestigatioils s w"Bon et you eg in, the applicant---:- - Please be sure'to fill in the permit/license number which will be used as a reference m nber. In addition,an applicant that mist 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 on file for.future permits or-libenses..A new affidavitmustbe filled out each applicant as proofthat a valid affidavit is 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 pemit to burn leaves etc.)said person is NOT required to complete this affidavit : The Office'of Investigations would hike 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 . . : Depaztmant of Industrial Accidents .. . ..Office 9f jkvestigations . 600 Washington Street Boston,MA 0211L. TeL#617-727-4900 ext 406 or•1-877-MASSAFE Fax#617-727r7749 . evised 5-26-05 www.mass.gov/din J Bayside Building Inc 2006 Certificates of Insuranrce' Sub Contractor General Liability Workers Comp A Concrete Answer 06/28/04 06/28/06 09/27/04 09/27/0 Concrete work Accurate elevator Y 08/11/05" 08/1.1/06 .06/04/05- 06/04/06 Elevators Airtech Y 11/24/04 11/24/0 09/19/04 ` 09/27/0 Custom Copper Rogfing All Cape Garage Door 06/01/04 06/01/06 06/01/04 06/01/06 Garage doors AluminumyProducts;of 08/15/04' 08/15/06 018/15/04 08/15/0 Storms, screens, gutters _ American Floors T 03/04/04 ,03/04/06 T Oak floor installation'and Arne Excavating& Paving 07/14/04 . 07/14/06 Umb7/30/04 Umb7/30/0 Excavation 02/18/04 02/18/06 Assurance Excavation Inc. 08/01/04 08/0I/06 _ 11/20/04 12/24/05 Excavation _ _ _ Res.'Mgmt Res. Mg_m_ Atlantic Kitchen and Bath 04/01/04 04/01/06 04/01/04 04/01/06 Kitchen and Bath _ ATC Ceiling Systems 08/08/04 08/08/05 10/03/04 10/03/05 Suspended ceilings_ Averinos, Anthony 07/20/04 04/06/0 07/25/04 07/25/0 Tile Installation Baltic Security 05/06/04 -05/06/06 Has exemption from Alarm Installation state for worker's comp - ----- - -- - -- -- --- � - - - .— — Baxter Inc 08/01/04 03/15/06 16/66/04 10/06/06 Frame Labor Baxter,Nye & Holmgren 01/25/04 01/27/06 08/20/04' 08/20/06 Engineers ' Bayside Electrical Contr. 10/05/04 10/05/06 08/18/04 08/18/0 Electrician Bortolotti Construction 03/07/04. , 03/07/07 03/07/04 03/07/07 Fill, loam provider Boston Closet Co 11/16/04. 11/16/06 11/16/04 11/I'W6 . Custom Closet Installation Budden , Robert W. 01/01/05 01/O1/07 02/20/04 02/15/07 Oak.flooring.lnstallatio__n Buzzards Bay Golf' 04/12/05 04/12/06 07/01/05 07/01/0 Landscape;Masonry, __ Cabral's Masonry 11/10/04' 11/10/05 08/20/04 08/20/05 Mason, Campbell, William 08/26/64 08/26/06 07/13/04 07/13/0'6 Painter Cape Cod Closet Systems, 06/30/04 06/30/06 06/30/04 06/30/0 11 Closet Design & Bayside Building, Inc. Page 1 of 4 y, Sub Contractor General Liability Workers Comn Cape Cod Fireplace Shop 04/05/04 04/05/0 11/30/04 11/30/06 Gas log installation Cape Golf Construction, 04/22/04 04/22/0 04/11/04 04/11/06 Excavation _ Carpet Barn Inc 01/01/05 01/01/06 01/01/05 01/01/06 Carpets Central Vacuum House 12/01/04 12/01/06 12/01/04 12/01/06 Div of EF Winslow Plumb Central Vacuum_ Chaves,, Robert _ _ T 08/13/04 08/13/06 —12/17/04 12/17/0 Efectrician Clancy, John 07/01/04 07/01/06 10/01/04 10/01/06 Mason Contractor____ Coastal N Counters Inc 07/15/04 07/15/06 07/15/04 07/16/0 Countertops Costa, Christopher 01/22/04 01/22/06 Prof Liab:5/23/04 Prof Liab:5/23/0 Omni Environmental omni:2/21/04 omr,i:2/21/0 Engineers Coy's Brook, Inc 04/24/04 04/24/06 09/21/04 09/21/06 Landscape Creswell Siding — 05/01/04 05/01/06 4/31/2004 4/31/2006 Siding____----------- ----- - Dartmouth Pools & Spas 01/01/05 01/01/0 01/01/05 01/01/06 Pools and spas Davids Building& 01/01/05 01/01/07 T 06/14/04 06/14/0 Interior trim Drew Electric 01/21/04 08/28/06 08/28/04 08/28/06 Electric _ _ Duffley, Michael 04/01/04�04/01/06 04/08/04 10/30_ /0 Framer Dyer Electrical 11/01/05 11/01/06 I T/01/05 11/01/06 Electric _ Eaton Construction 11/30/04 11/30/05 12/04/04 12/04/05 Foundation aintin Fucillo Construction Inc 10/20/04 10/20/06 10/23/04 10/23/06 concrete GAF Engineering " 09/01/04 09/01/06 07/22/04 engineering_ Gardner Concrete Forms 05/01/04 05/01/06 05/01/04 05/01/06 foundations _ Govoni Land Services 05/31/04 05/31/0 07/04/04 09/20/06 Land clearing, Hill Construction 04/29/04 04/29/06 08/14/04 08/14/0 David Hill Framer --_-- ------- - ide Building, Inc. -T Ba s Y Page 2 of 4 Sub Contractor Genera L*abflety Workers Comp In Place/DM Design 01/20/04 01/20/06 02/18/04 02/18/0 Kitchen and Bath Design J & J Concrete 07/13/04 07/13/06 01/01/05 01/01/06 Foundations _ J &J Tile/Joseph Alonzo 09/25/05 09/25/06 10/04/05 10/04/06 Tile_ JAG Cleaning Corp, '^ — 05/07/04 05/07/05 08/25/04 08/25/05 M&M Cleaning Cleaning_ Jalbert,Ned 12/29/04 12/29/05 04/15/05 04/15/06 Interior Design Materials James Construction _ 07/11/04 07/11/0 01/05/05 01/05/06 Interior Trim Johnson, Steven 04/25/04 04/05/06 04/25/04 04/05/06 Framer_ Joyce Landscaping 11/15/04 11/15/06 04/07/04 04/07/06 Landscape Contractor Just Us Country 05/23/05 05/23/06 10/24/04 10/24/05 Interior Trim/Built Ins` Kitchen Appliance Mart 08/12/04 08/12/06 01/01/05 01/01/06 Appliances Kitchen and Bath Designs, 02/04/04 02/04/06 10/07/04 10/07/05 Kitchen and Bath Design__- _ __ __ Kitchen Creations 03/30/04 03/30/06 01/22/04 03/08/0 Cabinets_ _ L & M Glass_Co___, Inc — 05/01/04 05/01/06 05/01/04 05/01/06 Mirrors, shower doors Lauder, Jeffrey R. 12/09/04 03/10/06 Bobcat _ Lawrence Ready M i x 12/31/04 01/01/06 07/01/0 07/01/0 Concrete Suppliers____ LHS Construction Inc 04/01/04 04/01/06 04/01/04 04/01/06 Framer Liimatainen, William 06/18/05. 06/18/06 Carpenter/Cupola __ MacDonald Concrete 01/09/04 01/09/06 04/07/04 04/07/06 Cellar/garage floors _ _ MAP Insulation Co, Inc 03/01/04 10/01/06 T08/01/04 10/01/06 American Building Systems Umbrella Insulation__ _ --_-T _ -03/01/04 10/01/06 Meagher Construction A 06/19/04 09/02/06 06/23/04 06/23/0 Framer _ Merrick Engineering 06/30/04 06/30/06 04/04/04 04/04/0 RA Mitchell 08/04/04 08/04/05 01/01/05 01/01/06 Generators Morse, Richard W. Sr. . 03/10/04 03/10/06 07/30/04 07/30/06 11 Cellar/Garage floors _ Bayside Building, Inc. Page 3 of 4 Sub Contractor Workers Comn MTF Custom Finish 03/05/04 03/05/06 03/05/04 03/05/06 Interior trim Northern Sealcoating Inc 07/01/04 01/22/06 04/01/04 04/01/0 Driveways (paving) Omni Environmental 01/22/05 01/22/06 02/21/04 02/21/05 Septic Design/Testing Pride Flooring - 06/13/04 06/13/06 06/15/04 06/15/06 Oak Floor Installation Pro Fence 03/26/04 03/26/07 03/26/04 03/26/0 Custom Fencing--- R& H Construction,,Inc 02/15/04 12/21/06 12/21/04 a 12/21/0 Excavation Race,xD Michael+ 11/01/04 07/30/05 ~ —08/06/04 -08/06/05 Race Framing Framer Reed, Mel 07/21/04 _ 07/21/06 07/21/04 07/21/06 Sheetrock Ryder& Wilcox Inc 11/22/04 -11/22/06 11/.22/04 11/22/0 , Scannell, D.A. Well 09/12/04 09/12/06 09/20/04 09/20/06 Wells Shaw Woodworking 04/19/05 04/19/06 02/24/05• 02/24/07 Interior Trim Snow's Plumbing and 09/30/04 09/30/06 12/29/04 12/29/06 Plumbing/Heating/Gas _ Stewart Painting 07/29/04 07/29/06 T� 07/15/04. 07/15/06 Painting/Power washing — _ - Terra Nova Marble & 07/01/04 07/01/06 07/01/04 07/01/06 Granite counters Triple Crown/Fitz Construc 07/30/04 07/30/06 12/12/04 . 12/12/06 Interior trim Weller& Assoc p. 08/15/04 08/.15/06 none Engineers Williams Truck and Tractor 05/03/0S 05/03/06 Frame welding Whiteley, W. Vernon 10/01/04- 10/01/06 10/03/04 10/03/0 Plumbing& heating Z Best Garage Door`s` 06/22/04 06/22/06 05/30/04 05/30/06 Gara e door installation Bayside Building, Inc: Page 4 of 4 Affidavit of Substantial Financial Interest I, 13em /? LHCCY ofCOA eolIZZ 44 , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Mape�91�S , Parcel 001 The address of the property is I-P4 lls#e e- VlAdl Sr9,4Y' PST' 2. 1 have © % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above.. 3. Within in the last twelve months from today's date, which is /1 Z® 0� , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is /1 2-0 OG , I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted _ building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted /.) building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received building permits for property in which I have a 1% legal or.equitable interest. Signed under the pains and penalties of perjury, thisZkay of YQV. 200 2001-0050/affin 1 Q/LOTTE RY/AFFI DAVIT RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE S69-0 square feet x$96/sq.foot= x .0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus ftom below(if applicable) GARAGES(attached&detached) �r square feet x$32/sq.ft. 8671 Q x .0041= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= ��•D� (number) Deck x$30.00= i?Q DO (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) d Permit Fee -? �b 3 Z Projcost Rev:063004 /ae t�anamaniuea`C� a�i���ac�uve� F: BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 005645 +'. Expires: 04/19/2008 Tr.no: 21766 Restricted: 00 BRIAN T DACEY PO BOX 95 O;Z' /f CENTERVILLE, MA 02632 Commissloner y Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoftware Version 3.5 Release lc Data filename: C:\Prograin Files\Check\REScheck\Condron.rck CITY:Hyannis STATE:Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 11/15/06 DATE OF PLANS: 13 November 2006 PROJECT INFORMATION: Condron Camp House 2 COMPANY INFORMATION- S.A. Architecture,Inc. y COMPLIANCE:Passes Maximum UA= 1061 Your Home UA=835 21.3%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value -U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1618 30.0 0.0 57 Ceiling 2: Cathedral Ceiling(no attic) Lj-2447 30.0 0.0 83 Wall 1: Wood Frame, 16"o.c. 8 19.0 0.0 367 Window 1: Wood Frame:Double Pane 332 0.360 120 Door 1: Glass 265 - 0.360 95 Door 2: Solid 60 0.530 32 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 2440 30.0 0.0 81 Furnace 1:Forced Hot Air,78 AFUE Air Conditioner 1:Electric Central Air, 10 SEER COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications,, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheckVersion 3.5 Release lc (formerly MECchec4 and to comply with the mandatory requirements listed in the REScheckInspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer iL� Date l ®ro REScheck Inspection Checklist Massachusetts Energy Code REScheckSoftware Version 3.5 Release lc DATE: 11/15/06 Bldg. I Dept. J Use i Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30,0 cavity insulation Comments: [ ] J 2. Ceiling 2: Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: i Above-Grade Walls: [ ] J 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation J Comments: i J Windows: L } I 1. Window 1: Wood Frame:Double Pane,U-factor:0.360 For windows without labeled U-factors,describe features: I #Panes Frame Type-Thermal Break?[ }Yes[ - ]No Comments: J I Doors: [ ] I 1. Door 1: Glass,U-factor: 0.360 Comments: [ ] { 2. Door 2: Solid,U-factor:0.530 I Comments: J Floors: [ ) J 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation J Comments: • Heating and Cooling Equipment; L ] I 1. Furnace 1:Forced Hot Air,78 AFUE or higher J Make and Model Number [ ] ( 2. Air Conditioner 1:Electric Central Air, 10 SEER or higher J Make and Model Number i . Air Leakage: L ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. [ J I When installed in the building envelope,recessed lighting fixtures J shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. j 2.' Type IC rated;in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 I L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.571bs/ft2 pressure difference and shall be labeled. Vapor Retarder: [ } Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] I Materials and equipment must be identified so that compliance can be determined. I [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ l I Ducts shall be insulated per Table J4.4.7.1. i Duct Construction: [ ] I All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may omitted where gaps are less than.1/8 inch. Duct tape is not permitted. [ ] I The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ) J Thermostats are required for each separate HVAC system. A manual or automatic means to I partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. I I Heating and Cooling Equipment Sizing: [ ] I Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 78OCMR 1310 and AA Circulating Hot Water Systems: I l I Insulate circulating hot water pipes to the levels in Table 1. i Swimming Pools: ( ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ) I HVAC piping conveying fluids above 120 OF or chilled fluids below 55 IF must be insulated to the levels in Table 2. f Table 1: Minimum Insulation Thickness for Circulating Hot Writer Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to r Up to 1.25" 1.5� to 2.0" Over 2" 170.180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100.130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid•Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts 1".and Less 1.25�"to 2" 2.5�to 4" Heating Systems Low Pmssure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 Lo 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) { 10%06%06 14 57 FAX 21231 4t i 3a e CONDRON A,Lk 2002 10/Oe/2008 FIRI 03:1.2 FAX 2125700271 �CONDAGN �p0_ NYCLw"WVf vo ic.:ii9 tA6 Gd'a'dd.+i::'!Z•f 4P GtDlVD ON :Si�A -f ,JOb2 Town of Bamstable 11tt Regulatory Services� � �'Y ii+�'E4fFtW3lnHLi�.� , t Tho=;zB'•.GQtr�Dkwtar 166 n11 diDg D1VUiO t Tom Perry, Sufi 'ingCommf3sfoner 200 U iu 6`t*et, 3Sy ,W,02601 w�s�v.to�. nst�le.ma.e:s Offiz- 9pS-,362-403s t'ax: sos-79 - 2 4 PrQpexty Owmar Musa _ Complete and Sign This Section If Using Awilder I,_�f � / as �vauer of the ssbjeet p�rtY is AL=M=raLxive w vo&audt0rjWd bytW buil_&uj;pe=dt applioaC,oa for. �,(GCo YIaY��►'ic'W ��. (,peg hN+�� (Act Riess ofJnb)� - A- -- 1/Ad 914;4;4 ~r 1331I�T -Ta i . ry.a�..fie:,_.w:a*vrr-.•�...uaaea.wti i _, -. - i E" Single 9-1/2" AJSTm 20 MSR JoistlLevel 103 BC CALC®9.3 Design Report-US 1 span I No cantilevers 0/12 slope Tuesday, November 28, 2006 11:44 Build 057 16"OCS Repetitive Glued 8 nailed construction File Name, SWP242 CONDRON CAMP HOUSE 2.BCC Job Name: CONDRON CAMP HOUSE 2 Description: Level 1\D3 Address: 66 HARBOR VIEW STREET Specifier. City, State,Zip: W HYANNISPORT, MA Deslgner: Customer: Company: SHEPLEY WOOD PRODUCTS Code reports; ESR-1144 Mlec: 16.05-10 Ak eo �1 1.112" LL 412 Ibe LL 412 The DL 103 Ibe DL 103(be Total of Horizontal Design Spans a 15.05-10 Load Summary Llve Dead Snow Wind Roof Uve Tog Description Load Tvps Rot. Start _ _End 100% 90% 116% 133% 126% ocs 1 Standard Load Unf,Area(pef) Left 00-00.00 16.05.10 40 10 18" Controls Summary value %Allowable Duration Load Cass s en Location Disclosure - Pos. Moment 1994 ft-lbs 58.7% 100% 1 1 -Intemal Completeness and accuracy of Input must End Reaction 516 Ibe 45,1% 100% 1 1 -Left be vedfled by anyone who would rely on Total Load Oefl. L/523(0.355") 45.9% 1 1 output as evidence of sultabillty for Live Load Defl. L/653(0.284") 73.5% 1 1 particular application.Output here based Max Defl. 0.355" 35.5% 1 1 on building code-accepted design propertles and analysis methods. Span/Depth 19.5 n/a 1 Installation of BOISE engineered wood products must be In accordance with NOlAe current Installation Guide and applicable building codes.To obtain Installation Guide Design meets Code minimum(6/240)Total load deflection criteria. or ask questions,please call Design meets User specified(L/480)Live load deflection criteria. (800)232.078e before Installation. Design meets arbitrary(1")Maximum load deflection crlterls. Entered/Oleplayed Horizontal Span Length(s)®Clear Span+1/2 min.end bearing+ BC CALCO,BC FRAMERS,AJS''" ALLJOISTG,SC RIM BOARDT" SCIS, 112 Intermediate bearing BOISE 6LULAM SIMPLE FRAMING Composite El value based on 23/32"thick sheathing glued and nailed to joist, SYSTEMS,VERSA-LAMS,VERSA-RIM PLUS®,VERSA:4— MV, Z;E VERk—i- AN r VERSA-STUDS are trademarks of Bo1se Wood Products, L co Page 1 of 1 t'i2'd SSTOSZZ80S:c1 2TO9 298 80S S3-1US A3-1d3HS:w0JJ OS:2T 9002-82-nON =OISE- Single 11-7/8" BCI® 90s-2.0 SP Jolsftevel 201 BC CALC®9.3 Design Report-US 1 span I No cantilevers 0112 slope Tuesday, November 28,200611:44 Build 057 16"OCS Repetltive Glued 8 nailed construction File Name: SWP242 CONDRON CAMP HOUSE 2.BCC Job Name: CONDRON CAMP HOUSE 2 Description: Level 2\01 Address: 88 HARBOR VIEW STREET Specifier: City,State,Zip: W HYANNISPORT, MA Designer: Customer: Company: SHEPLEY WOOD PRODUCTS Code reports: ESR-1336 Misc.. 1fl•06•o0 BO B1,1.3/4" LL 519 Ibs LL 619]be OL 130 Ibe DL 130 Ibe Total of Horizontal Design Spans a 19-05.08 Load Summary Live Dead Snow Wind Roof Live Tog Description Load Type Ref. Start End 100% 90% 116% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 19.05.08 40 10 Controls Summary value %Allowable Duration Load Case —Sean-Locadon Disclosure Poe. Moment 3156 ft•lbe 33.0% 100% 1 1 •Internal Completeness and accuracy of Input must End Reaction 649 Ibe 45.5% 100% 1 1 -Left be vgdfled by anyone who would rely on Total Load Defl. L/718(0,325') 33.4% 1 1 output as evidence of sultablllty for Live Load Defl, U897(0,26") 53.5% 1 1 particular application, Output here based Max Defl. 0.325" 32.5% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 19.7 n/a 1 Installation of BOISE engineered wood products must be In accordance with Notes current Installation Guide and applicable Design meets Code minimum(U240)Total load deflection criteria, building codes To obtain Installation Guideor ask questions,pleoeo call Design meets User specified(L/480)Live load deflection criteria. (800)232-0768 before Installation. Design meets arbitrary(1")Maximum load deflection criteria. Entered/Oleplayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ BC CALC®,BC FRAMER®,AT S'm 1/2 intermediate bearing ALUOIST®,BC RIM BOARD ,BCIG, 9 BOISE GLULAM*",SIMPLE FRAMING Composite El value based on 23/32"thick sheathing glued and nailed to jolst. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIMS, VERSA-STRAND®,VERSA-STUD®are trademarks of'Bolse Wood Products, L.L.C. "t 4 ... Page 1 of 1 b/z'd SST0S1Z80S:0i 2T09 298 80S S3-11:11S A3-1d3HS:w0Jd OS:2T 9002-82-f10N , l n` O Single 11-7/8" BCIS 90s-2.0 SP Joisftevel 21D2 BC CALC®9.3 Design Report-US 2 spans I No cantilevers 1 0/12 elope - Tuesday, November 28, 2006 11:44 Build 067 16"OCS Repetitive(I Glued&nailed construction File Name: SWP242 CONDRON CAMP HOUSE 2.BCC Job Name: CONDRON CAMP HOUSE 2 Description: Level 2102 Address: 66 HARBOR VIEW STREET Specifier, City, State,Zip; W HYANNISPORT, MA Designer: Customer: Company: SHEPLEY WOOD PRODUCTS Code reports: ESR-1338 Mlec: 23.05.02 A 0e-09•06 80,1-3/4" 131,3-1/2" B2 LL 606 Ibe LL 1441 Ibs LL 147 Ibe OL 126 The DL 360 The OL 0 Ibs Total of Horizontal Design Spans-29-05.08 Load Summary Llvo Dead Snow Wind Roof Llvo Too Description Load Type Raf. start End 100% 90% 116% 133% 125% OCS 1 Standard Load Unf.Area(pso Left 00.00-00 29-05-08 40 10 16" _Controls Summary value %Allowable Duration Load Case Span Location pleclosure Pas.Moment 2978 ft-Ibs 312% 100% 14 1 -Internal Completeness and accuracy of Input must Neg.Moment .3809 ft-Iba 39,9% 100% 1 2-Left be verified by anyone who would rely on End Reaction 625 Ibs 43,9% 100% 14 1 -Left output as evidence of suitability for Int. Reaction 1762 Ibe 52.6% . 100% 1 1 -Right particular application,Output here based Cont, Shear 940 Ib9 43.2% 100% 1 1 -Right an building code-accepted design g properties and analysis methods. Uplift 613 Ibs n/a 14 2-Right Installation of BOISE engineered wood Total Load Defl. L777 (0.386") 30.9% 14 1 products must be In accordance with Live Load Defl, L/969(0,293') 49.6% 14 1 current Installation Guide and applicable Total Neg,Dofl. -0,018" 3 6% 14 2 building codes.To obtain Installation Guide Max Defl. 0.366" 38,6% 14 1 or ask questions,please call Span/Depth 23.9 n/a 1 (800)232.0788 before Installation. BC CALC®,BC FRAMER®,AJS-, ALUOISTO,BC RIM 80ARDT",BCI®, Cautions IMPLE FRAMING Uplift of 613 Ibe found at span 2-Right. sYis EMS WE SASLAM®V RSA-RIM PLUS®,VERSA-RIMS, Notes VERSA-STRAND®,VERSA-STUDS are Design meets Code minimum(L/240)Total load deflection criteria, trademarks of Bolse Wood Products, Design meets User specified(L/460)Live load deflection criteria„ L.L.C. Design meets arbitrary(1")Maximum load deflection crlterla. Entered/Displayed Horizontal Span Length(s)-Clear Span 4-1/2 min,end bearing+ 1/2Intermediate bearing Composite El value booed on 23/32"thick sheathing glued and nailed to jolst. Page 1 of 1 0/t' SSToaLeoS:c1 2TO9 298 80S S3-1US A3-1d3HS:w0Jd OS:ZT 9002-82-r)ON I I—1 r- 2 03 iJ 4! a C 2 BARNST=,B!-F BABN(RABU.. ' MA" '06 OCT 17 P z :29 Town of Barnstable Zoning Board of Appeals Dccision and Notice. Appeal 2006-092 -Harbor Bluffs LLC/Condron Special Permit -Section 240-91.H (2)(a) Demolition and Rebuilding by Special Permit Demolish two existing dwellings and reconstruct one single-fauuly dwelling utilizing setbacks of the existing building Summary: Granted with Conditions Petitioner: Harbor Bluffs LLC/Margaret M.Condron Property Address: 66 Harbor View Street,West Hyannisport,MA Assessor's Map/Parcel: Map 245 Parcel 001 Zoning: Residence D-1 Zoning District Background & Review: In Appeal 2006-092 the applicants are seeking a Special Permit to dernolish two existing dwellings on an, undersized lot and rebuild one,new single-family dwelling. The proposed location of the new dwelling does. not comply with the current zoning district's required setbacks but will be more,conforming than those established by the existing buildings. According to the Assessor's record,the subject lot is a 0.48-acre lot(20,577+/-sq.ft,), developed with two single-family dwelling units. The larger dwelling is.a 1.5-story, 1,414 sq.ft.,three-bedroom structure that dates back to 1920. The second dwelling is a one-story,454 sq.ft.,one-bedroom cottage style structure dating back to 1955. The lot is bordered on three sides by designated ways. Harbor View Street is to the west, Greely Avenue to the east, and Central Avenue,to the north. The cottage structure infringes into Central ve�"�ft Applicant's proposal is to remove the existing structures and rebuild a new,two-stor , 6,02 bedroom,single-family dwelling inclusive of an attached th.re -car garage. The location of the dwelling conforms to the required front yfrd setbacks along Harbor View and Greely Streets. However, the plan proposes a 1._5-foot setback at its closest point along Central Avenue. The dernobtion/rebuildin.g provisions of the Section 240-9LH(2)provides for a special permit in instances when the proposed yard setbacks of the new structure do not conform to the required district setbacks- However, the proposed new setback must be established equal to or greater.than the yard setbacks of the existing building which this proposal complies with. Procedural & Hearing Sun►mary: This appeal was filed at the Town Clerk's Office and at the office of the Zoning Board of Appeals on August 3J, 2006: .A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened October 04, 2006, at which i Special Permit 2006-092-Harbur Bluffs LLC/Condron tinlc the Board found to grant the special pernl.it subject 1.0 conditions herein. Board.members deciding this appeal were, Daniel M. Creedon, Randolph Childs, John T. Norman, Kelly Kevin Lydon and Gail C. Nibhtinhule,Board Chairrnui. Attorney J. Douglas Murphy represented the applicant. Also present at the hearing were Sibel Asointugrul- Architect for Elie horse. Attorney Murphy cited a rrierr orandum i.n support of the granting of the special permit which was subrnitted to the file. He gave a brief history of the lot's creation. development and ownership. The plans for the development were presented and it was cited that the only nonconformity was the yard setback onto Central Avenue where the plans propose a 1.54001. front yard setback where 30 feet is required. Attorney Murphy noted that Central Avenue is a"paper street" which is undeveloped except for a dirt pathway. He also noted that the existing cottage infringes into that designated way approximately 4 feet. This infringement would be remedied with the new structure. The Board reviewed the plans for conformity to the requirements of Section 240-91.H(2) and determined that the plans conform to the 20% lot coverage, the 0.3 floor area ratio and the 30400E maximum height limitations. The Board discussed the third garage unit farthest north which on the plan measures 16 feet wide by 19 feet deep. It was requested that this structure be reduced to a width of 14 feet and a depth of 19 feet. In doing so, it would provide a.setback of 3.5 feet rather than 1.5 feet. Ms Asointugrul agreed that this could be accomplished. Public comment was requested and Steven Richardson of 32 Greely Avenue,Centerville, spoke in favor of the granting of the special peirnil citing it would be an improvement. .l+indings of Fact: At the hearing of October 04, 2006, the Board unauhnously made the following findings of fact- 1. In Appeal 2006-092, the Applicant is Harbor Bluffs LLC/Margaret M. Condron. The subject property is addressed as 66 Harbor View Street,West Hyannisport, MA. It is shown on Assessor's Map 245 as parcel 001 and is in a Residence D-1 Zoning District. 2. The Applicant is seeking a Special Permit to demolish two existing dwellings located on an undersized lot and rebuild a new, single-family dwelling on that undersized lot. The location of the proposed new dwelling is not in compliance with required setbacks for the district but the area not more nonconformng than those established by the existing structures. 3. According to the.Assessor's record, the subject lot is a 0.48-acre lot(20,577+/-sq.ft.), developed with two, single-family dwelling units. The larger of the units is a 1.5-story, 1,414 sq.ft. three-bedroom structure that dates back to 1920. The second unit is a one-story,454.sq.ft., one-bcd.room cottage style structure that dates back to 1955. 4. The lot is bordered on three sides by designated ways. Harbor View Street is to the west,Greely Avenue to the east, and Central Avenue,an undeveloped "paper street", is to the north. The cottage structure infringes into Central Avenue and,in:Fact, is partly located on that rlglrt-of-way. It is nonconforming with respect to the required front yard setback off Central Avenue. . i 2 Special Permit.2006-092-Harbor Bluffs LLC/Condron 5. The Applicant's proposal is to completely remove the two existing structure and rebuild a single new two-story structure of 6.026 sq.ft.. It.is to be a five-bedroom single-family dwelling and is to include;an attached three-car garage. The location of the proposed new dwelling conforms to the required front yard setbacks along Harbor View a.nid Grecly Stracts, however iaot along Central Avenue, Regarding Central Avenue, the plan proposes a 1.5-foot setback at its closest point. The Applicant's representatives have agreed to modify the garage structure located.on.that setback providing a 3.5-foot setback. 6. ]n review of the conformances with Section 240-91.13(2), provision `b', the plans do conform to a 20% lot coverage and a 0.3 floor area ratio for development. The building height to plate is 26'-6" complying with that limitation of 30 feet to the highest plate as measured from the average grade. 7. With regards to the Special Permit findings,the proposed new dwelling would not be substantially more detrimental to the neighborhood than the existing dwelling. This application falls within the category specifically excepted in the ordinance for a grant of a Special Permit, and after an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good,or the neighborhood affected. Decision: Based on the findings of fact, a motion was duly made and seconded to grant the special permit for the demolition and reconstruction of a single-family dwelling on an undersized lot not in compliance with required front yard setbacks off Central Street, subject to the fol.)owing conditions: 1. Redevelopment of the property shall be as proposed in plans submitted to the..Board and initialed and dated by the Chairman. The proposed site plan is entitled"Site Location 66 Harbor View Street prepared for Margaret M. Condron"dated 08-29-06 as drawn by Baxter. Nye Engineering&Surveying. The Architectural Plan for the proposed dwelling is entitled "Condron Residence 66 Harbor View Street,West Hyannisport, MA"as drawn by S.A. Architecture, last date of August 30, 2006. With the exception that the northe st garage, that now measures 16-feet wide by 1.9-feet deep, shall be reduced in width Y2 feet�hat of a 14-foot width by 19-foot depth garage thereby providing a minimum setback offC ne'tral Avenue of 3.5 feet. 2. The dwelling, as a condition by the referenced plans above, shall be limited to a maximum of five bedrooms as defined by the Board of Health..The on-site septic system shall be installed without variance in full conformity to all requirements of the local Board of Health. 3. Construction shall comply with all applicable building and fire codes. 4. Dunng all starres in the demolition and reconstruction of the dwelling, all vehicles,equipment and materials associated with the:detraolition/.reconstruction shall be required to be located off the right of ways of Harbor View Street and Grecly Avenue except as may be required to install utilities and landscape and then only on a.temporary bases. .5. Al! mechanical equipment associated with the dwelling (air conditioners, cicctric generators, etc.) shall be located so as to conform to the minimum required setbacks allowed by this special permit. That being; a 30 foot front yard setback along Harbor View and Grecly, a 101.'oot side yard setback,and it 3.5-foot front yard setback off Central Avenue. All mechanical,equipment shall be screened from neighboring homes and ways. 3 I Special Permit 2006-092-Harbor Bluffs LLC/Condrou 6. This decision must be recorded at the.Barnstable Registry of Deeds and a copy of that.recorded document must be submitted to the Zoning Board of Appeals Office and to the Building Divisioo before any demolition or building permit,is issued. The relief authorized must be executed within one year of the grans of this pernnit. 7. A revised plats reflective of this decision shall be submitted to the file prior to the issuance of any building permit for. The property. The Vote was as follows: AYE: Daniel M. Creedon Randolph Childs,John T. Norman,Kelly Kevin Lydon, and Gail C. Nightingale NAY: None Ordered: Special Permit 2006-092 is granted with conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect. The relief authorized by this decision trust be exercised within one year. Appeals of this decision, if any, shall be trade pursuant to MG.L Chapter 40A, Section 17, within twenty(20)days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. (.? A Gai C.Nightingale, 4airman Date Signed I,Linda Hutchenrider, Clerk of the Town of Barnstable,Barnstable County, Massachusetts, hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. r . Signed and sealed this — dths�pains and penalties of pczjury. Lam• Linda Hutchenrider,Town Clerk i Zoning Board of Appeals (ZBA) Abutter List: Map 245 Parcel 001 < Abutters=Parties of Interest-those directly opposite subject lot oo ally public private street/way and abutters to abutters. Notification of all properties within 300' , ring of(he subject lot. p c fphis lisf by i(self does NOT constitute a certified list of abut fers and is provided only as an aid to the determination of abutters. The requestor of this list is responsible C for ensuring the correct uo(ificalion of abutters. Owner and address data taken from the Town of Barnstable Assessor's database on 9n.2006 Alappar Oa'uerl Owncr2 Address I Address 2 City Stale Zip Country — — -- 2)25027002 WALKER,R&TODD TRS BLUE HERON KLTY 71tS 8t4 UAIL DOYNTON BEACH �FL 3j4'61 (RIDGE DR -- ------ - ; I ' I225d28 BAG AND.A•fIC(1:11 L A& - r-A-GIANO, MICHEL .1. ----� (8 AGAWA1v1 RD I- —fSfIARON I'rL4 102067 jUSA. IBOSTON fA ')2110-2G2USA NE I 4iI�NTF7TROPES&GRAYiu25033 CAP IPBELL MARGARET R -00 KATIILELN PARADIS - I C AL PL - 22tii 18001 IVANDERSEACE,l.YNNE A %MCDONOUGid, -J�lhlES P 4!GARDNER.__-t ItANOVER 1.1.-fA- 102-339- _ WAY _ r2-tSGy'rI 1HARDOR BLUFFS,LLC G'0,CONDRON,MARGARET BOX 1 2 ---- - W HY:A�VNISPORT IM1fA 102672. USR i. . -- - - - I - -- -- - _ - _ t5002 MERGTHOLDT,ALTHEA BERGTIIOLDT,THEDA I '76 CCBT P O DOX 1180- rS0 ARrvtOUTH N!A 02651 IUS:1 -- I l I- - - -- - - - -- - �TlNANCAL CO �JCr --- --- I - _.._..L ! --------- ---- �•15(106 )CONDRON,CI IRISTOPI TER bt& CO\DRON.MARGARET M I5 EAST R2ND—� -- - NEW YORK INY i10028 I1 SA 2ISG?R IRY!,fZO.INARA L P O BOX 387' 1 ll'1J1 A\°idISPOR7 IM1LI s0'2f+72 UN.1 l - i ----- - ...... _ f (215009 'BROOKS,ROSEMARIE E TR I 42 EAST LITCHFIELD CT �06?59 I11SA -- CHESTNUT I TILL RD -- �----- -- - - -- ---------- r- - 2-15010 DOHOS,CA14DACE 1 93 D1RC RF1 I TILL ' -!BELNIONT (MA IO_'4?8 ]US:1 D I 1 ---..._.. --- -- - I p31501 I CLEAR1 WILLIAM J&JOSEPHINE t29 GREEN W'1(YANN(SPOR'1 MA jW672 i2a301. �RUSI I,GCORGL•JR Sr `.fARIA TRS P O DOX 631 lV HY'ANNISFORT rh4A D<G72` USA 2I5138 'IM1(ARINELLA,SA81t10 ;CAhfILLE T LAAMELLA 14 LOUIS DR �WELLESLEY MA .USA.l _._ __ _ _ _ ____ ____ ____-.__. - _ __ _ _: 102181 2d51-i3 EARLY,KEVIN F&CAROL J ro DO);3G0 ( W I IVANN(SPOR7 �M1IA ��ff�2672 JUSA 243145 F:L-\GL'1R17,At1C1fAEL.I& - fv1:1GL+IRE,KAREN A2 twlCNE1LCIR riOPKtNTON M1Ti1 01746 USA c -- - - -Friday,Seplcmbcr 08,2006 Page I or2 M.4ppa1* +rnerl Ownerl Address Address 2 City State Zip Country 246UO3 BRUCE 11 I25 MAY ST NEEDt1Atrt ;M-A 02492-]107!US .?d6005 it ICIIARDSON,ST'E11"EN C RICIiARDSON,CA'f!ICRINE E —rBOX 467 — � � :. _ I .. :_ _ _ . . _ _ ___- jV�FiY.4NN14PORT' - INI:1 IvZ672 - lCS:'� I2461?1 �IiAPlO,EST OF DLRtJARU R I JPO BOX 4i9 \V HYANNISPORT N-1.4 102672 IUSA 3 246172 N 11 I'ER,JO G N ; O ANDREW WIT-TER 1812 MAIN ST �OS'I'EKVILLG NIA 02655 US:\ 1 J ............ U1TE FI . 2462C.0 :GOGG1NS,DENISE N1 CIO PEOPLES BANK 14 H1Git ST IIOL.YOKE �N1A ]040 USA 2462 I IKGN'F,ROOFRT L etc LORRA!\E f _ ... __ _.__.. .... .___. ....._ _ �23 S1NiMONS DR l ---- --IUUXBURY --- '-�NI,1 2J32 �USA 124621-1 I:1L11CI IULCK,Rl%H.AItO.ti&"1 R IALTSCIiI LLR,UCDORAII Z If 10 LLVDCRT E\VTON IMA 02159 US!�. -.. --- ----- 2d6216 iGOLDING,Tl10MAS F&JCNNIFER 19 DOVER ClR IFRANKLIN MA 02038 1 ALDEN ST - -- --�N.T[CK - IP.4A 170 IISA2;52_ N-101GIN,CI4RLISE lll _l Friday,Scpfc')lbc1 08.21)06 . C:9 TOWN OF BARNSTABLE ZONING-BOARD OF APPEALS NOTICE OF PUBLIC HEARING UNDER THE ZONING ORDINANCE. OCTOBER 4,2006. To all persons interested in,or affected•by the Zoning Board of Appeals under 5ectlon 11,of Chapter 40Aof the General Laws of the Commonwealth of Massachusetts,and all amendments thereto you are hereby notified that 7:10 PM Appeal 2006-089 Smith Stephen L.and Roberta F.Smb have applied fora Special-Permmit pursuantto Section 240-91.H(2)Demolition and Rebuilding on a Nonconforming Lot of Less than 10,000 sq.ft. The applicants seek to demolish the existing single-famlly dwelling located on the 5,004 sq.ft. lof.and rebuild a new single-family dwelling in conformance to the requirements of Section 240-91,H, The property-is addressed 59 Gosnold Street, Hyannis.MA and is shown on Assessor's Map 324 as parcel 084.It is in a Residence 6 Zoning Dlstnct, 7:15 PM. Appeal 2006-090 Duquette Donald and Virginia Duquette have applied,for a-Varianee'to Section 24047.1A(3) Family Apartments. The applicants.seek to establish a family.apartment in an existing detached accessory structure located on the property when-the Zoning Ordinance re• quires family apartments to be attached to or within the principal dwelling.The property Is addressed 41 Overlook Drive,.Centerville,.MA and is-shown on Assessor's Map 188 as parcel 086.It is in a Residence D-1.Zoning District.• 7:30 PM Appeal 2006-091 Vetardi Rita D.Velardi has applied for a Special Permit pursuant to Section 240-47.1.(A)(1) Family Apartments, The applicant seeks a variance'for a famlly apartment in excess of the 50%square footage of the existing dwelling unit..The property address is 191 Sturbridge Drive, Osterville;MAand is shown on Assessor's Map 166 as parcel014. It ia,ina Residence C Zoning District. 7:45 PM Appeal 2006-092 HarborBlufis LLC/Condron I Harbor Bluffs LLC/Margaret M.Condron has applied for a Special Permit pursuant to Section 240-91.11(2)(a)Demolition and Rebuilding by Special Permit,-The applicant seeks to demolish.two existing dwellings located on the lot and reconstruct one single-family dwelling utilizing the setbacks of the existing building rather than those of the zoning district.The property is addressed 66 HarborView Street,West Hyannispor,MA end is shown on Assessor's Map 245 as parcel001.Iris in a Residence D-1 Zoning District, These Public Hearingswill be held etthe Barnstable Town Hall,367 Main Street,Hyannis, MA,Hearing Room,211 Floor,Wednesday,October 4,2006; Plans and applications maybe reviewed at the Zoning Board of Appeals Office;Growth Management Depart- m.ent,Town Offices,200 Main Street,Hyannis.MA. Gail C,Nightingale,Chairman Zoning Board of Appeals • The Barnstable Patriot September 8,September 5.2006 F - co �CA�t °F1HE A Town of Barnstable 19 Barnstable Historical Commisso�n� �' `` v BABNSTABLE, 200 Main Street, Hyannis,Massachusetts 02601 9 MASS. g (508) 862-4786 Fax(508) 862-4725 ------ �Ar 1 39- A www.town.barnstable.ma.us July 18, 2006 Margaret Condron PO Box 142 Centerville MA 02632 Sibel Asantugrul 35A Cranberry Highway PO Box 1988 Orleans MA 02653 Re: Chapter 112 Historic Properties, Article 1 Protection of Historic Properties. Proposed demolition of house766-Harbor View Center-vill Map 245 lot 1 The Notice of Intent to Demolish were submitted to the Town Clerk on July 10, 2006 At the regularly scheduled and duly noticed meeting of the Barnstable Historical cQ Commission held July 17, 2006, the Commission reviewed the above referenced application. Based upon a site visit by a Commission member and photographs submitted by the applicant, the Commission found that the building listed above is more than 75 years of age and that the building is a significant building pursuant to the definition of Section 112-2 (B) General Ordinance 112 Historic Properties. The main residence is a traditional, full cape cottage that, according to the Assessors records, was constructed in 1920. The main, front part of the building has been largely preserved in its basic form and structure and is significant in terms of the character of the community. The Commission therefore voted unanimously voted to hold a public hearing on the application to demolish the historic building located at 66 Harbor View Centerville. Present and voting to find that the building referenced above located at 66 Harbor View Street is a significant historic building were: Nancy Clark, Chairman, George Jessup, Barbara Flinn, Marilyn Fifield Melissa Niedzwiecki, Nancy Shoemaker and Jessica Rapp Grassetti. Absent: None kk_ Sincerely yours 0'' Nancy Clark, Chairman CC: Tom Perry Building Commissioner L Foundation Certification in West H annis ort MA. QPrepared For : William C. Connell N c/o Bdyside Buildinq Co. Inc. Assessor's Map: 245 Paver: 1 Baxter Nye Engineering & Surveying Community Panel Number. 250001 0008 D Registered Profeod" 0 0 F I.R.M. Map Zone: C Enpheers and Land Surveyors o Plan Book: 34/91 (Lots 352.' 353, 354 & 355) 78 North Street _ Deed Book: 10,144/260 (Crane) HyanntR MA,. I= Owner. Hazed G. Crane (per Assessors) Job No. 2004-031cppZdwg -(�_.M lac-( -rn- C Scale : 1" 30' Date : 01-08-2007 3 •2) N (N G a as = BM:STAKE AND NAIL o ELEV. s 99.06' NOTE. (ASSUMED) o Current Town of Barnstable Assessing Information at Map 245 Parcel 1 (LOCUS) lists street address as: 66 Harbor`View Street N y CENTRAL w N 81'DD'45' A E N U E ` 3.5' � 4� v- 6.2' w N (0 161.83' rA� i 3 34•S' � / $ 4J 6' O 1r•ar, / N - �+ s r0•�4. ?r•73, Q 2065"* 9Q, FT. a) W Oi.47'* r` Cr � 40.9. N 2 •e� a�' ` •� � FOUNDATION LOCATED: J 1/3/2007(HOUSE) y c� / 1/5/2007(GARAGE) / T.O.F.= 101.56' � F IL C� 3 n `moo, o. a3 I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE FOUNDATION SHOWN HEREON IS LOCATED IN RELATION `1N OF IE TO THE MONUMENTS SHOWN, AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. o� J yG THIS PLAN IN NOT TO BE RECORDED NOR IS IT TO BE 3 LIS H USED TO ESTABLISH PROPERTY-LINES. o. 29874 � ot-ca8-o1 IST NOSJ REGI TERED OFESSIONAL LAND SURVEYOR DATE LA -c8•e7 Engineering Dept.(3rd floor) Map Parcel .V Peimit# �3 House# (� (_,. Date Issued Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) Fee 0127S ,pa( ( 5� Conservation Office(4th floor)(8:30-9:30/ 1:00-2:00)' (/ Planning Dept. (1st floor/School Admin. Bldg.) Definitive Plan Approved by Planning Board 19 BARNSTARLE. - MASS TOWN OYBARNSTABLE Building Permit Application `Project Street Address f,6 aaA, Ina-) k4 i I & 12 ` Village Oa..�ii v ty��� Y"A Owner kO►'n c"G.y A Address y Telephone , Permit Request iQQ,�Qy Cq is -First Floor • square feet Second Floor square feet •Construction Type Estimated Project Cost $ � � Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) eAge of Existing Structure Historic House ❑Yes ❑No On Old King's Highway ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New Half: Existing New No. of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: ❑Gas ❑`Oil ❑Electric ❑Other Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Builder Information Name FRASER CONSTRL�CUON Telephone Number Address 71 TARAGON CIR. License# COTUIT MA,- 02635 Home Improvement Contractor# //05--3-6 (508) 428-2292 Worker's Compensation# &,C./VS Ida U30/7 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO � SIGNATURE - DATE BUILDING PERMIT DENIED FFOORRZFOO WING REASON(S) FOR OFFICIAL USE ONLY -PERMIT NO. DATE ISSUED ism MAP/PARCEL NO. r- rL, s ; ADDRESS -.J VILLAGE 9 i co tij OWNER � s F,'. DATE OF INSPECTION: ? - FOUNDATION,' r FRAME INSULATION > FIREPLACE I ELECTRICAL:' ROUGHL FINAL - t PLUMBING: ROUGH " ` FINAL t GAS:. ROUGH i FINAL { a FINAL BUILDING DATE CLOSED OUT.. ` ASSOCIATION PLAN NO. 'i I �� •. The Town of Barnstable Department of Health Safety and Environmental Services 1 Building Division 367 Main SUM Hyannis MA 02601 mphcrossca Offmc 308-790-6=7 Building mmissicn-- . Fax: SOS-790-6730 For office use only Permit no. Oate AFFIDAVIT ROME nuROVEMENT•CONTRAC?OR LAW SUPPLEMENT TO PERMIT APPLICATION MGL a 14 .A requires that the "reconstruction, alterations, renovation, repair, modernization- conversion. improvement, removal, demolition, or construction of as 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 worst: Est.Cost Address of Work: Owner's Name Date of Permit Appllcetion: AV I hereby certify that: Registration is not required for the following reason(s): __Work excluded by law Job under SI.00L Buiiding not ownw6occupied owner puftg own permit Notice is hereby gives that: OWN PERMIT OR DEALING WITIi UNREGISTERED OWNERS PULLING THEIR CONTRACTORS R3 IT1O APPLICABLE IMPROVEMENT 1 OR GUARANTY FUND UNDER MGI.142A � ACCESS TO THE A� NGNEI) UNDER PENALTIES OF PERJURY I hereby affiy for a permit as the agent of the owner: Date Contractor Name Regisuation No, OR Date Owners Name •!''4 /ice./ / , .! • �` T t1LG .1�4f.°._.//i/.%Dili/i%�/%�/������� � �7�,t,,T FIT mill r • /,. /;� %s�j/lid/yji/ ' JkffI i 1 + 1 . , 7 1_ 1 ut_Ll11 r/r •�y,. ri //� /it•ii/iii/.f!/,.rill/i,'/,: iiii l l • 1 • 1 I � I I 1 1 1 � 1 NKY.�ydj, � • I t. :t> HOME IMPROVEMENT CONTRACTORS."REGISTRATION' s � '3 Board of Building Regulations and 'Standards.< . . One Ashburton Place - Room ' 1301 Boston . MassachusettSZ 02108,* HOME:"IMPROVEMENT CONTRACTOR � .: .�� �• = � . .�� ,.,:_..� _;.._.:._.�..r_________ : Registration' 112536 TYPe DBA ExPiration'.04/06/99 r a K a f j .NONE'INPROVENENT CONTRACTO• ERASER CONSTRUCTION =f "Yk �' a . a Registration 112536 DEAN C . FRASER ,y r ssr7 ;: `.q "t T1Pe OBA ' 71 TARRAGON CIR ,2.: s'I s* 1 ,' � 7t-u- Eapiratioo� ' 04/06I99 COTUIT MA 02635 . ':� ' .:3. " •- �`� A:::+�'.;;,., x ,. .._._ . ' ' ERASER CONSTRUCTION L�coM�o C. FRASER ADMNSTRMa i TARRAGON CIR {. COTUIT NA 02E35 TOWN,OF BARNSTABLE BUILDING PERMIT APPLICATION Map v� Parcel �1 � %� " Permit# Y'10 33 Health Division Date Issued Conservation Division Fee Tax Collector - �, ,.; /(p er �. 318VISNW8 4O NMQL 1PTreasure t 100Z 6 Nd(' Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address &. r-�Xa/Z/,,i ,�j Village LU ' Owner j1',;4_h Address Telephone �0 1 r1 - 53C Permit Request 2 �S�►�G I �r�P ,P is Ti m e `V1 ii!?b Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Aluation Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. -Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total.Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: X-PRESS PERMIT Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# JAN - 9 2001 Current Use Proposed Use TOVIIN OF BARNSTABL E BUILDER INFORMATION Name �ff/��IDS � %Si6"S Telephone Number Address l S- - /C����✓/�°� . l��^ ° License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS�RES LTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE i F FOR OFFICIAL USE ONLY R PE'UMIT NO. j DATE ISSUED ' MAP/PARCEL NO. 41 a A 1 ADDRESS VILLAGE OWNER DATE OF INSPECTION:. FOUNDATION FRAME INSULATION FIREPLACE +; ELECTRICAL: ROUGH FINAL x PLUMBING: ROUGH t- FINAL GAS: ROUGH FINAL FINAL BUILDING t •(( '" DATE CLOSED OUT ' ASSOCIATION PLAN NO. r. C . BIKE r, �. The Town of Barnstable • •nntvsTABUL MASS, ��$ Regulatory Services �E1659. A Thomas F. Geiler, Director Building Division Elbert Ulshoeffer, Building Commissioner 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing,at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: Estimated Cost,)CACO, Address of Work: I'X, f, be.,4,/eu, .Z z Owner's Name: All-It Date of Application:y I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: /" Date Contractor Name Registration No. OR Date Owner's Name q:forms:Affidav The Commonwealth of Massachusetts Department of Industrial Accidents ol/fiYest/gat/oos 600 Washington Street Boston,Mass 02111 Workers' Com ensation Insurance Affidavit name: location: city C°�� 774.Li Ilf-,ilil ! phone# ❑��I a homeowner performing all work myseiL lam'l am a sole etor and have no one worlds 1n anv achy /%//% //%/%%%///%%%////O%/i�///////O//��///% "%/ ////////1%'//0/'///////O///�� /'////%//G///000//////////%//%/%%%%/////dO�/�/,� �/l0O%O,. ❑ I am an employer providing workers' compensation for my employees working on this job. t ombanwname.. a�aress... . ::. :..::::: .....:...:.:;.:. . . S. .. art^.. :.phone#: .. ;•.: .. lnsurancero. vlicv#•• - ❑ I am a sole proprietor, general contractor, or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices:._,:::::.,.:.: a`AmAenV •.:::::•:.•.:: .......... .... ..........:.:::.:.::::.:............... ..::... .:.:::.::.:..:::.::.. :::.......::::.......... :.::::.:.::....:..:.:. :...:.............. oneW .......................................................................................................... ......... . ........ ................. ........................................ ..... .................... .::.::.:.:..............................iti$ii:•iii:•iiitii•:;>:jj:�i:•i:r.�w(, .v >•K.r....... /. cbmasnrame ...:•. :.:;:::;:;.; :.;,::;:;: . .......,.::,:. . ...... ........ addms: ..:;.... ::::...:.:..:.:.::::::.: ::...........::..:::.::.: :..::::::. :.:....>:.:::.::>::.::.;:.;:.>: ..:::. w��.... . ;:.<>.::;:::;::<::>:::;::::<::?:<::::::::>:::::::::::::>::::::::>::::::::;::::>:phone# :;>: ::::»:::::.. :>'...... :> ::::: ` :> ':: ::>>:><. .................................................................... ..;:}:.yi.:::::::•:.^•.;::••'%:<::i:?::iii:::>`::?:;i:>{i ii:i:}:ii::: ..............:.IG>ii:iii i:...:. ::# /�. Fafiore to secmWcoverage as required under Section 25A of MGL 152 can had to the imposalon of crim®ai penaWn of a fine up to$14500.00 and/or one years'imprisonment as wen as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification I do hereby certify under the ours o eilury that the information provided above is tru.and coned Si gaatuie Date Print name �/-�/1 y l z�S �L %�/cb S Phone# otgcial use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department ❑Licensing Board ❑checkifinunediate response is required ❑Selectmen's Ofte oHealth Department contact person: phone#; ❑Other_. OrAsed 9/95 PJAJ 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 building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall eriter 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. /0111 `Appficants �P�e fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and a,�61ymg company names,address and phone numbers along with a certificate of insurance as all affidavits maybe ' s� witted to the Department of IndusrtrW Accidents for ca afitm tkm of insurance coverage. Also be sure to sign and Sate the affidavit The affidavit should be returned to the city or town that the application for the permit or license is icing requested,not the Department of Industrial Accidents. Should you have any questions regarding the`law"or if you ire required to obtain a workers' compensatio� policy,please call the Department at the number listed below. :ity or Towns 'lease be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the .ffidavit for you to fill out in the event the Office of Investigatiions has to contact you regarding the applicant. Please e sure to fill in the p6iift ieense number which wM be used as a reference'number. The affidavits may be redamed'to ie Department by mail or FAX unless other arrangements have been made. .,he Office of Investigations would like to thank.you in advance for you cooperation and should you have any questions- lease do not hesitate to give us a call. be Department's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents Imce of In iesugauang 600 Washington Street Boston,Ma 02111 r: fax#: (617)727-7749 phone#: (617) 7274900 eat 406, 409 or 375 vvvvwaivva.vv vv••v.•vvov�.�.� c%6QiZ It UNSTABLE. - _ nlA�s. w� 230 South Street C! °oA i679. Hyannis,Massachusetts 02601BA FOW11 OF BARNS A151,1. 2f(1; Notice of `hri�teint toy Demplish or Move an' Historic Buildiiig�Structure jilt in Ink Date of Application: DUI 2C9O� klar�ao� V(ew � eek Cehkev,��11e Building/Structure Address: Assessor's Map and Lot Number: Is building/structure located in a local or regional historic district: Y N If yes, Protection of Historic Properties Bylaw does not apply and it is. not necessary. to complete the remainder of this form. . Is building/structure listed on the National HRegister istoric Pof Historic Places o pending listing on the National Register of How old is the building structure: builktn �92OArchitecttiral style of building structure, describe if not known: `� le Is this building structure associated with one or more historic events or persons, name and description Type of Building/Structure and Proposed Work: �� e \tn e h tc�n lE�'V. Y'O �t line "J { t+ 1(5\, � lee- ee• r • Zoning District: _ �Q- Pi.re District: - MM • Applicant's Name: . Corr)►�ror► arbor SU �'t'e1. . rl O8 ! 73 900 Address: 1 2Oupmm—��o- Owner's Name: Tel. # Y � 1 ►15 r �roy'� - Address: OLMC Arc . /,, 1 ��i�l •n�uo u� Te1. Address: 2 Grcawu �D$ax 1�1$� Dr ��, NW O2�°53 Material of Building/Structure: ' p�h�yP -�=1� `ti�oo� �htnales oh G•to� How is Building/Structure Occupied : ar' ra Jna I�pa of Stories: 2 ac Explanation of the proposed use to be made ul* the site: YM12 ,� \C3610. pp nn e owe koka� o 4 ►roou+s (ut�he �t�}5 2 builc�ri-r s • e ken �e �arnt� , hem. uildt (11 `'lA�e a.kak�� 5 ��oN►s . agram of Lot an Building/Structure wi.tlt iJinlenGiul►s : � p c><.�satn `�Cr11' �l�e ��,(k�.tN �ati, d1Pv►eh��o�1� - - ek��1�v►o] �\dtih� �Mok� (�ncl`� ,..,t�h ccytzs�, Nov 27 06 01 : 02p COMM Water Dept. 508-428-3508 p. 2 i i i I Centerville-Ostervilie-Marstons Mills Water Department ELF B NHSTABLE P.O.BOX 369- 1138 NIA1.O STREET OSTERVTLLE,AIASSACHUSETTS 02655 , oSp NOV 27 (p M \r BOARD Of � c� WATER��r BOARD Of W'A"f1:R COMMISSIONERS - /WA'CER SUPERINTENDENT i J T=L.No.5118-478-6691 DIVISION FAX No.508-428-3508 I I November 27,2006 I ' Town of Barnstabl,,: Building Dept. 367 Main Street' Hyannis, MA 02601 Re: Account-,4292 Harbor Bluff, L.LC 76 Harbor View Road Centerville, Mr Gentlemen: I On 'Aonday, November 27. 2006 we turned off the water, pulled the water meter in the meter pit and disconnected the water service at the end of the two-inch (2") water main for the-)roperty mentioned above. It is our understanding that the owner plans to demolish both structures, re-build a house and will have a new water service installed at a later date. i It ycu have any questions,please call our office at 508-428-6691. Very truly yours, i � �✓d`` ! j Herbert Mc Sorley Assistant Superintendent I HLMCSijw I I i i V To wn of Barnstable Zoning o Board f Appeals v pP Agenda October 04, 2006 10 Revised as of 10-04-06 7:00 PM Appeal 2006-089—New Smith Special Permit Demo/Rebuild Nonconforming Lot Staff Report and copy of application enclosed Stephen L. and Roberta F. Smith have applied for a Special Permit pursuant to Section 240-91.H(2) Demolition and Rebuilding on a Nonconforming Lot of Less than 10,000 sq.ft. The applicants seek to demolish the existing single-family dwelling located on the 5,004 sq.ft. lot and rebuild a new single- family dwelling in conformance to the requirements of Section 240-91.H. The property is addressed 59 Gosnold Street,Hyannis, MA and is shown on Assessor's Map 324 as parcel 094. It is i a Res'denc Zoning District. �c:I 7:15 PM Appeal 2006-090- New Duquette Variance for Detached Family Apartments Staff Report and copy of application enclosed Donald and Virginia Duquette have applied for a Variance-to-Section24(4"47y1A(3)Family Xpartments The applicants seek to establish a family apartment in an existing detached accessory structure located on the property when the Zoning Ordinance requires family apartments to be attached to or within the principal dwelling. The property is addressed 41 Overlook Drive, Centerville,MA and is shown on Assessor's Map 188 as parcel 086. It is in a Residence D-1 Zoning District, 7:30 PM Appeal 2006-091 - New Velardi Variance for Family Apartment Size Staff Report and copy of application enclosed Rita D. Velardi has applied for a Variance to Section 240=47`1(A)(1)- arruly Apartments:The=applicant seeks a variance for a family apartment in excess of the 50% square footage of the existing dwelling unit. The property address is 151 Sturbridge Drive, Osterville, MA and is shown on Assessor's Map 166 as parcel 014. It is in a Residence C Zoning District. 7:45 PM Appeal 2006-092- New Harbor Bluffs LLC/Condron Special Permit Demolition and Rebuilding Staff Report and copy of application enclosed TI �� . Harbor Bluffs LLC/Margaret M. Condron has applied for a Special Permit pursuant to Section 240-91.H (2)(a)Demolition and Rebuilding by Special Permit. The applicant seeks to demolish two existing dwellings located on the lot and reconstruct one single-family dwelling utilizing the setbacks of the existing building rather than those of the zoning district. The property is addressed 66 Harbor View Street,West Hyannisport,MA and is shown on Assessor's Map 245 as parcel 001. It is in a Residence D- 1 Zoning District. °FIME t° Town of Barnstable yP °�► Barnstable Historical Commission saxlvsTasLE, ; 200 Main Street, Hyannis,Massachusetts 02601 9 MASS. g (508) 862-4786 Fax(508) 862-4725 �A 1639. A10 www.town.barnstable.ma.us lED MA'S July 18, 2006 Margaret Condron PO Box 142 Centerville MA 02632 Sibel Asantugrul 35A Cranberry Highway PO Box 1988 Orleans MA 02653 Re: Chapter 112 Historic Properties, Article 1 Protection of Historic Properties. Proposed demolition of house 66 Harbor View Centerville, Map 245 lot 1 The Notice of Intent to Demolish were submitted to the Town Clerk on July 10, 2006 At the regularly scheduled and duly noticed meeting of the Barnstable Historical Commission held July 17, 2006, the Commission reviewed the above referenced application. Based upon a site visit by a Commission member and photographs submitted by the applicant, the Commission found that the building listed above is more than 75 years of age and that the building is a significant building pursuant to the definition of Section 112-2 (B) General Ordinance 112 Historic Properties. _ The main residence is a traditional, full cape cottage that, according to the Assessors records, was constructed in 1920. The main, front part of the building has been largely preserved in its basic form and structure and is significant in terms of the character of the community. The Commission therefore voted unanimously voted to hold a public hearing on the application to demolish the historic building located at 66 Harbor View Centerville. Present and voting to find that the building referenced above located at 66 Harbor View Street is a significant historic building were: Nancy Clark, Chairman, George Jessup, Barbara Flinn, Marilyn Fifield Melissa Niedzwiecki, Nancy Shoemaker and Jessica Rapp Grassetti. Absent: None Sincerely yours Nancy Clark, Chairman CC: Tom Perry Building Commissioner n CALCULATIONS CONDRON CAMP HOUSE 2 66 HARBOR VIEW ST. W. HYANNISPORT, MA Dec 2006 Veitas & Veitas Engineers OF"44 �gpNTf : O �r12 v��Yfi p IX uc c7 4028, i RAij/JSTABLE S.A. ARCHITECTURE, Inc. 35A Cranberry Highway Route 6A I P.O.Box 1988 03 Orleans, MA 02653 Tel./Fax:508/240-5597 TRANSMITTAL To: Thomas Perry From: Sibel Asantugrul Building Commissioner Town of Barnstable Re: Condron Residence Date: 07 December 2006 66 Harborview Street West'Hyannisport, MA QUANTITY: DATE OF DWG.: DOCUMENT: 1 Structural Calculations Thank you, Sibel Asantugrul S.A. Architecture,Inc. 774722-0032 { Cc. m i lY s. CALCULATIONS CONDRON CAMP HOUSE 2 66 HARBOR VIEW ST. W. HYANNISPORT, MA Dec 2006 Veitas & Veitas Engineers .� OF"A ± p? MANTi�! 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VL 2 .91 cam-: q w0K, Tfl — K = A G � VE ITASumVE ITAS engineers Client Job No. Sheet of Subiect BY Date Ckd Rev 11 t LAW g y.srw p) 4� o . . 69moo t - P, : 0 s"a � L 1% to tA ti . t' VE IT/1SOMVE ITAS engineers Client Job No. Sheet J of Subject BY Date Ckd Rev �- 12 7 LA.- Z 7��h ! 1 , 2 ,ffee ,.�. l 1 y-� 1 wilo N V VE IT/1SOMVE ITAS engineers / Client Job No. Sheet r� of--t" Subject By Date Ckd Rev ' k lot.- ^ dF/ I VE ITASMOVE ITAS engineers Client Job No. Sheet— of Subject By Date Ckd Rev VE ITASOMVE ITAS engineers Client Job No. Sheet— of Subject By Date _ Own*, Ckd Rev ' S 1 l Y/ # L rol �, 1_ VE ITASIVE ITAS engineers Client Job No. Sheet � of—15 Subject BY Date Ckd Rev -(A 0 Oro l 2, Oil 0� 8 VEITASMOVEITAS engineers — Client Job No. Sheet Subject BY Date Ckd Rev PM � � Zqr I mob 45 I � VE ITASOUVE ITAS engineers Z Client Job No. Sheet of Subject - BY Date ` Ckd Rev 4,71 o �2 �n 1 ¢ ^� •,GCS-r' �; w .� Y =IP �.,.0 1914 got z �r~ .,� = 3z .7 VE I TAS.OVE I TA S engineers Client Job No. Sheet of Subject BY Date Ckd Rev Ott— =L 6S•f• � ?� o to � �iL'L{ 1 � � 6.jAo 1 > ' • ,'L .+e„ f VE ITAS."VE ITAS engineers / Client Job No. Sheet 2' of Subject n'a'rl-- BY Date —=�=016 Ckd Rev s- �, 1� 7 / l /may 722 ~ = _ / ' y � � Y Cf �,� VE ITASM'VE ITAS engineers Client Job No. Sheet of D Subject By Date Ckd Rev 2• t • 400- . �e}1Ltir 14 s"a 10 L �Go100 `l r a'S Kew 1-,A VE ITASMOVE ITAS engineers Client Job No. Sheet J of Subject BY Date Ckd Rev �2 2 #3 2IL Lv%O VA t � wool wV � � t VE ITASMOVE ITAS engineers Client Job No. Sheet off Subject By Date Ckd Rev CA M 6 7%o lei 01 7. f r f VE ITASMVE ITAS engineers Client Job No. Sheet of Subject By Date Ckd Rev Obb 0Z VE ITASOMVE ITAS engineers Client Job No. Sheet_�� of Subject By Date _ Ckd Rev w rl VE ITASMOVE ITAS engineers Client Job No. / Sheet ` of Subject - BY Date Ckd Rev • lams• 03 3• b%A- �.`-,�,, 2#,*-n •� ram,. �. 0 0 rD X.--VF lop v � g VE ITnSMOVE ITAS engineers — Client Job No. Sheet �of Subject BY Date Ckd Rev J � ,,a /ti --> t �1 PIP- 1 VE ITASOUVE ITAS engineers - L Client Job No. Sheet of Subject By Date Ckd Rev o•72- L w i 67 . _ i 1 'A z a .1 VE IT/1SMOVE ITAS engineers Client Job No. , Sheet_ of Subject By Date Ckd Rev . ' J1 GZ70o t, I �w+.� 6.� -C p, 1 > " � 1 VE ITASO.VE ITAS engineers / Client Job No. Sheet 2� ofJL Subject 6"'r1= BY Date T—.�p�6 Ckd Rev 7 / J �y 7112 7= 7 ILCe _ O-, �F I> a e �f 4.3p. This document, the ideas and designs incorporated herein may .•,..,, not be used. In whole or In part, c for any other project without the written permission of the f•- Architect: .. - Sibel Asontugrul.AIA SA ARCHITECTURE,INC. PROJECT: ���pf1g6���y pp��v ®® �y �'Ye�TtG ����kt l®1�� ►6�v�� CONDRON CAMP HOUSE 2 WED T W. HYANNISP RT a� F � 6 66 HARBOR VIEW STREET O , MA IL r. DATE ENT DATE ARCHITECT: _ fd RfQf3/RED FOR PERM TTiNG SA ARCH ITECTU RE , Inc. 35A Cranberry Highway Rt. 6A Orleans, MA 02653 Tel/Fax: (508) 240-5597 ,- \Legends/ Symbols Index of Drawings S 1 SITE/SEPTIC PLAN t A 1.0 TITLE SHEET A 1.1 BASEMENT/FOUNDATION PLAN Issued for Perini[ -17 Nov.'06 1 BUILDING SECTION A 1.2 FIRST FLOOR PLAN Issued far Permit 13 Nor.°06 Al 6 � _ Issued fin Pricing O4 Sept.' A 1.3 SECOND FLOOR PLAN ° Revisions: Dote: 1 A 1.4 ROOF PLAN i At.6 BUILDING ELEVATION CONDRON CAMP - A 1.5 EXTERIOR ELEVATIONS _ - - A 1.6 EXTERIOR ELEVATIONS HOUSE Z INTERIOR ELEVATION - - 66 HARBOR VIEW ST. A 1.7 BUILDING SECTIONS W.HYANNISPORT,MA O DOOR NUMBER A 1.8 BUILDING SECTIONS tOt A 1.9 BUILDING SECTIONS A 1.10 WALL SECTIONS&DETAILS © WINDOW NUMBER A 1.11 FIRST FLOOR FRAMING PLAN SMOKE DETECTOR A 1.12 SECOND FLOOR FRAMING PLAN A 1.13 ROOF FRAMING PLAN A 1.14 DOOR/WINDOW/FINISH SCHEDULES A 1.15 FIRST&SECOND FLOOR REFLECTED CEILING PLANS A 1.16 FIRST FLOOR LIGHTING/ELECTRIC PLAN A 1.17 SECOND FLOOR LIGHTING/ELECTRIC PLAN TITLE SHEET S.A.ARCHITECTURE Architecture.Planning.Interior Design - .. ]6s f7aet5 y N'ghso%D'Nene,W 01663 Ttl/Fac(506)140 5s 7 Nwdnber 1D06 A 1 .0 Dole T.awALL-+fDO-B' T.O.FTr.-+95'-a• 1 - aaFTa-+94'-e' T.011ALL-+100'-e' • B.D.FTa-+pa'-/ FOUND.MALL FOUND.WALL SLAB ON �RADE'ABOVE SLAB ON GRADE ABOVE o••oo&A t.arAu a X OPG.,TV N'-0' la•_0• 2a'-0' T.0.BIAS[LEV.+99'-6" T.O.NALL-+1 B.O.FTa-+IN'-a• - NOTE:SLOPE GARAGE BULKHEAD T.O.FIa-+97 11 SLAB 1/9••tr,TOWARDST.O.FTa-+9S'-a' - .o.FTa.+BI'-1 GARAGE DOORS.TYP. T ■ .+, - 5'-6' 17 5'CONC.SLAB ON DROP T.ORALL O B.S'-a' O COMPACTED GRANULAR DOOR OPa,TN. FOUND.MALL FILL NEW.■/ - 6.6-YF1.t.1F11 WWF . N SLAB.IMP. � i011ND. b ✓ T'"" +IDD'-B' T.O.FTC..+92'-It' MECH. RM. I �" A� ILO.FTa-+91'-11' SLAB ON GRADE ABOVE T.O.SLAB ELEV.+W-C to MOTE: SLOPE GARAGE SLAB ON GIIADE ABOVE r,r_q- 6'-9' Fz �1/B-:GE r,TOWARDS FOUND.WALL B.r-9• FOUND.MALL I(�W 3'-3' FOUND.WALL d SLAB.TVV, - to SLAB EIEV..9J-s f-? �� (- I f-0 f I- f L z n L J L J J J L J J J J J T.a.ALL.+,00'-B MECH. - STORAGE STORAGE 6'-o;i F2 V-0' 1 Y-t F2 Y-i F2 �6 F2 r-1t�e F2 7-11T{6 F2 3'-1�i B.aFTa-+91'-a' T.ar -+1DW-e' "-ml I LT.O.FM-+9V-4* RM. O RM. UP RM. . T.aF .+97-n• - a - e-.r-9- O B.O.F -+91'-11• - FOUND.WALL m nl � ???La•CON.SLAB ON 8'.r-9' COMPACTED GRANULAR FOUND.MALL �W FR1 REW.W/ CCd' . 6a6-wt,.F21 TIWF7 L J n F2 FOUNDATION NOTES ' I.Atop, mmNYm sere Fop 6.De .a,of--to p baoMq ramrn or 30000. rebfd,00I.l ma o®Ise mall T.awML.+tOD'-B• T.0.■ALL.+/00'-8• ba h accwmnm.tln Aa • 2.Ad f. o,are to be PImN m %bltodtm 315,lalml.dilhn. T.aF7G-+9Y-It' LQFM +9Y-I1' - mer.e mehtrrbae mawhl o. campacl.d ganular RI.Stood W Mt ubit ).WeIdn FODrk(MWF)mWl B.aFTa-+B1'-11• •, Fl _ B.O.FiG-+B1'-Il- beaNng abate mdl m nee Cron,al a fern t.AS TY A,65.IU o - - etolim.loam and w9onh bibnwn term,.b-tght of 70.000 11'-6' �J�O• ,B'-9• - zt•_9• IB•_O• ]. Bott-or looting.Map be no 8.Prmtd.miminrm l.mp.nbn 5'-D• '-1•' 12'-0' hit Uan 48'Wm Mhn.d vase r fto-mmt m r.m by Act 31&b dl Mme and-dh Yman no a.Do not Wom loom. nid.t hheremnant h lIimlad m Y bmwnant.all.%in all Neon lrocinq em b9a them-WI.anti plum 9.rahfaninp glad mall pe Wamd iO11NDA110N WALL S NI rootb%p mwl bo plooed m a eP monde Me rtllo-g mine.. F1 N/1•SIIFlf ' e loyar of wmae.lane tvnpaetad -ta coax(ma section 7.7 ACI to B.S.Practm o td 316-0 r>mndiHm,m holed): TI 6..9-m g-mW bem m imm9.- Y I Boaemant Mario-rmL.3/a'Y,L turd andhtun.e.W r m ere9ae mmamtad N.Remo.e 9m°n GaOe- ,•top a Issued for Permit T7 Nor. ' mhlinp fill molarhl-Aare nacamory ode a--121r1•tap,3'bottom / F-2VL .O.SLAB EIEV. 'or-.r-Woo.ion W.an 9-Wor N ,.�,,1R0. � compaclWtoB'-B IOPnto aDlahg,Canriale semen to m etablav POCKET Imed for Permit 13 NOT. 'OB r'I"5� n,P, Prmtm DmdlY of Ne led Hilt N-h Boll E�mabn I'-10•-- mum mW.ten Revised-Pricing 25 Oct.'Ofmmuraand td H.6 IS'-6 1'-1�" 6'_Fmlanh s tame one Metdlae mx- a 0' 7. dd ar -m(T.(W.),T.Q t,top or -ma�n-tmturme m.weetms Issued-Pricing 4 SepL' ro013 anmllm.ap(r.D.w),too or crate Were(T.o.P.)and top or 10..1 aantb-Teo t-t elal Issued- ZBA 30 August'Of y_ em se(T.O.a)me maas,ed PLr. nose ad, lk o 'S'maa(Aa 311L d /•./•.5/16-miss or.loos hen Na Mhnae goons Smtwn 121s)unlem oNenlm (/ Roor MU,mtrm.l H_W_cr noa0. `O� J J F2 J J. J J F2 BOTTOMB■BE RING t Y I- CONCRETE NOTES 11.HorixanW NI rab,lonin d,dl / /2- T.Q.A•110E Re rislo Historic Bd. OB UMI' STORAGE RM. 9 WISUUATION UNDER ALL F2 s'odC.SLAB N 1 1 PLATES WELDED Reroiona: DOlec 1.Con-te-mW mdmm to all 90 conl'W b,and mW hose T.O.W&u.- Ow b SLABS ON COMPACTED T.O.■ALL-+,Op'-B' 9-eegne Dorm m sitorWw at 9,ELF.+100•_1• rqutrwnanh of AO SSTs Ootml d Intaneel's,a - BASE,TTP. O edllim).odes alhw-Ise.tad n T.O.FTG.+9Y-IY T.aPTa-+9Y-/1' IZ NI Ise.Ilse.h MWF m.ld w ■'• D.W- CONDRON CAMP 2.Cmrnta molwid.mdI bo:Typo an seem PWe 2'. B.aiTG.-+91'-11' FOUND.WALL M0.RG.-+91•-11• 2 P-= ants e 3 1/Y.3,/r. HOUSE Z gaM opgra9ot All con to Sall 11 R.FWaInyy ear.moy set be t/e'TUBE STEEL G air-minewA Cohost. R. -immt arArP.VI or Ua \PJ r COLUMNS N/TOP R f-� f_ 1'.A'.5/16.1� ermremtee abmpnL(ra)h 26' WclurW anpeMr•Wn.WPresed. L 6°TT°M 9FARNc J J rowMNs M/TOP at 66 mAR80RMEr STREET mp.mW se F oemrdmm.ten eiddvq or r.bfoefnq bo,.mdl a t5.CAM. J J PLATES WELDED.TIP. BOTTOM BEARONG TEST MTAN65PORT,MA Act 318(wi-t seilhn)m w- ti mradmm.Nth tl a AW'S BELL SONG F2 F2 F2 MATES WELDED MECH RM. AD amo.l.=-2500 mi TUBE PER CMU CImeNEY 1. W/Ta'Owl FOUND. BEAM 10•.r-9- NOTE:DATUM ELEVATION REFERENCED As D--D-FROM TOP OF FOUNDATION WALL 3,ul mm,p.Vmemrtbg and..g % POCKET Mj IaAA�OEtILLMALL PIER FTG. SCHEDULE If emoete moo ea done b LF T P aMm ea.Len the b ` dolbne al Me Ampdaan // Cmoele t,otRute. \�� O a.All -0•:2'-0•.1'-I- O 12 E.N. -r-9'FROM DATUM ELEV. proof mdl be„an-mmk eAU 1'-' O 1' ■ -r-- DATUM 5.ODD cemrmra.eranpnl of a ' '0'. ' 'E.M.GALV.STEEL tia'-8' 5'-8- -- 1'-- 1' -7'- mrorm.a no.m,tonnb to ABn AREA Eus COLUMN SCHEDULE 9 A B1 T-9T ,..t A A615.g•d•as All reYtarchq ben O F ~MALL OPLATE ICAP PLATE .alms to a tad ibn mmM pe plop f-dd-q guda a0. GRAVEL BOTtDI1 O G s1 P.5 6' A TYPE I.CC COLUMN CAP SIDED TO ` $ - t/T a1D.P,PE B PE ibON TV LOC 15-4 COLUIO CAP WELDED - - MOT COMG F T.O.WALL IOW- LALLV COU) T BASEMENT FLOOR PLAN / CONCRETE SLAB PLAN T.O.rta.+92'-ll• .6 MOND POST - -6 FOUNDATION & MECH. / STORAGE 2,717 SF FOUNDATION PLAN BASEMENT GARAGE SLAB ON GRADE 880 SF 1 FLOOR PLAN GARAGE SLAB ON GRADE 280 SF o-o' 4•-6• r-o' o-s' ,o•-D' S.A.ARCHITECTURE TOTAL 3,597 SF Architecture,Planning.Interior Design ]SA panDen)K9h■o7. P.QBm T988 OdFan,YA 7 FNPc(508)240-5597 soft 17 NPtmmber 2006 A 1 . 1 Bata: � t This document, the ideas and designs incorporated herein may ' not be used, in whole or in part, for any other project without the written permission of the Architect: 3 2 1 x Sibel Asontugmi. AIA • A1.9 1.9 AI.9 A,.9 A SA ARCHITECTURE.INC. GARAGE 8b © 116 1'-B• y • 44'-0• fECK 0• 24'-1' ,J4 LINE OF 30'-0" SETBACK ' aD.TRELLIS H DPOW GARAGE ABOVE RM ++S ❑. -El ® DD RM. x © © ELIE 0 119 � 126- ° T-N ° - 71 BUa WALL tAB.w/ , CL. BATH, a+ws/sNELvw° Is KITCHEN/FAMILY RM.. - ,oe no FIE ❑ tR + ' 0 O C 0 �p, a o I�p BREAKFAST RM. up � POW t EDn7 • A-,TE t �n�SEATIN1N © 'FOiBED 1) NOTES 92 , 7a CL: �� ° III a D O° ® ® ATER00sHIELD 0 u�v'�ES. ❑ ¢ "S L. O O O 2)PRO,e:sent NAILS,TV. , x) PROVIDE CONT.TZA901D e omOIEY PEROIETER.TTP. O UP ,,. O O O L<7D LIP R 18 BLUE INSTALL RED CEDAR ROOF°�`� UP At7 .) STAINLESS ARE STEEL ROOF S,mICIE © I UP FASTENERS ARE 70 BE USED. ff\- ND.TRELLIS O I SOVER A SlER OF ARE BE APPLIED CEDAR BREATHER AeoLe BUILT-N STONE PATIO I(� MA AL. CL. • O CAB.w/ t05 e) ALL RIDGES ARE TO BE FIN SHED N/ aso Sim LT • ns -N- t.6 RED CEDAR RIDGE BOARDS w/ i M<5<51V WEST ENTRY QOCIR CAB. 'BULLT-N VENTOTaUP UP FOYER CRILL/SINK/REF, x ] ALLEYS ARE TO BE w/COPPERIssued- Permit - 17 Nov.' B) ALL ROWING APPLICATION ARE TO BE Issued -Permit - 13 Nor.' INSTRICT CONFORMANCE N/IIAIRIF. RECOIWD/DA710NS Issued -Pricing 4 Sept.' Issued -ZBA 30 August 2006 m Up JO•HIGH.24•WIDE wt� Design Review 25 August' . © SCREENED STONE WALL Design Review 14 duly O a D ° TO PaT10 ° Y tDe 110 Issued- Historic Bd. OB Jul' El O 1 FIRST FLOOR PLAN ReNelone: Dote HIGH E: STONE WALL WIDE ( VING DINING RM. CONDRON CAMP "LI�� � 0 � ,01 LI COVER o GARDEN LIVING AREA 2,440 SF HOUSE 2 PORC , +w , ,01 0 ® Q ° A,.7 GARAGE AREA 884 SF 66 11ARYAWSP RT.0 DECK + COVERED PATIO 686 SIF HEST RYANESPORr,BA ® ® TOTAL FOOTPRINT 4,010 SF (LOT AREA 20,577 20% 4,11 �® ® El ® STONE PA no ® GRADE 365 SF BuaT-w 0 © CAB.N/ BAR SINK FLUSH ° O ISrtA�eTN +a TO ,ox '® 0 ® FLOOR AR A RATIO FIRST FLOOR 2,440 F O O SECOND FLOOR 2,820 F © TOTAL FL OR AREA RATIO 5,260 F CA%N ?� (LOT AREA 20,577 30% = 6,173 F) © SHELVES O STUD O ,02 a>; B ® B FIRST FLOOR PLAN c c I LINE OF 30'-0" SETBACK c!I S.A.ARCHITECTURE Architecture.Planning,Interior Design 19•-D• I. 1B'-0• Palm Tree LINE OF 10'-0" SETBACK 35 pra,penY Nglsoy anellnA YA 0265J Fee(sae)240-5597 LINE OF 30'-0" SETBACK A1.6 Scale 17 NorenoA 1 .2 w 2000 DNe - - ' This document, the ideas and ' designs incorporated herein may not be used. in,Thole or in part, InIE R00, for any other project without the written permission of the Architect: Sibel Asontugrul, AIA y - r f _ _ SA ARCHITECTURE.INC. - A1.9 1.9 A1.9 AI.B y ♦'-0- 2'- 4 4*-6,1 13'-9' ='-10 EO © D . CL. M TER MECH ® 206 O BA H R / 207 CLASS EAST O: t-. 9 i . 16. 0© STAIR FOYER Exa_— 00 0 <D O ON t al ALL / \ SEEAADMG O oRWs/9¢lvwc - © 2s 2 CL. / MASR \ L. \ BED M. 2w BOYS BATH a BATH GIRLS — RM. RM. euLLT-w w1NK BEDR BEDRM. M. I `►, / \ ® 207 :CAB. 0 @ 210 21 O ——— — — CL. — .. --� 11T 1`-el BUNK - eEo e:eAa ® LAUND. BUILT-01 MEDIA ® ® o� a CAB/SKMVES SITTING ^•� ■ 210 BuaT-w DESK AREA ' C 11 L,/� O L— © B O OO O s ua or Roo,lltuw Issued- Permit 17 Nov.' , f 0 Issued- Permit 13 Nov.' WEST Q . L L STAIR%WPR Issued- Pricing a Sept.' © 2, O Issued- ZBA 30 August' _ Design Review 25 August' © N BO Design Review 06 August' . E Design Review 14 July Issued-Historic B0. DB July A1S Ata Revisions: Dote: GLASSASTER n, C CONDRON CAMP ENCL ATH RM 272 - HOUSE 2 - lib A STREET r65T tnA HYA NraSVDRt,to Fl p BDLLT-M WALL O CAB.W _ /MASTER \ / BEDRM. BUILT-w \ 2 3 SEA SECOND FLOOR PLAN e LIVING AREA 2,820 SF SECOND uNE a Roo,Et oW FLOOR PLAN S.A.ARCHITECTURE Architecture.Planning,Interior Design ' I 3S1 n%MA r f Hignsor, 8)240 5958581 551 24 •-1' dull adeO,A W 02653 ice(508)2eF5597 ' Saft 17 Novenaer 20M A 1 .3 Dolt: 12 RICH ON 9,12PITCH ON I I I i I ———— 12:12 PITON ON 1212 PITCH I 1 • - " , Y.12 RT DN • . . ,E h.12212 PI ON \12.. 1212 PITCH ON ` R s _ • ` I 3.5:12 R ON - _ I I s I I J - I I - 1212 RTC/ON 212 PITCH Issued-Permit 17 Nora 2 ION ON _ Issued- Pemdt 13 Nov.' Issued- Pricing 4 Sept.' . - Issued- 2BA 30 August* ROOF Ig1ES , Design Revive 25 August' W PROVIDE SHIELD 3'-0'11D a ALL E R W EAVES, Design Renee, OB August' VALLETS,t CHEEK WALLS TVP. ————— —— ——� 2) PROVmE CC1T.FLASIONG O Design Renee 14 July -6mp1EV PERsd:TE1L I . Issued- Historic Bd 08 July' I 3) INSTALL RED CEDAR ROOF SHINGLE$ Revisions: Dale: 1.1 PITCH 11 1.1 PITCH N ROOF r/16 tRUE LABEL PENiECTICIS ♦) STAINLESS STEEL OF SHINGLE FASTENERS ARE TO BE USED.. COND ON CAMP 3) ROOF SHN S ARE TO BE APPLIED y OVER A LATER OF CEDAR BREATHER N N MATERIAL. 66 HARBORNEr STREET A:1x RICH ON N K 1:12 PITON ON 6) ALL RIDGES ARE TO BE ras51ED W/ NEST NYAWSPORT,MA tab RED CEDAR RIDGE BOARDS W/ . I BUILT-IN VENTING. T) ALL VALLEYS ARE TO BE W/COPPER , FL— \14T.M 6) ALL ROOFWG APPLICATION ARE TO BE . IN STRICT CONFOWAANCE W/YAWF. RECOMMENDATOM I I � 1212..ON J R00 ROOF PLAN F PLAN S.A.ARCHITECTURE 1 Architecture.Planning.Interior Design r H . odmis_�MA Ox6Sl Fox(508)240-1 SS97 —— Smlc 17 II—,W 2006 DolIF W&TO T P - I I ffff FEBI I I I olo o 0 00 © o 0 EMT ® m ® mm mm �� 0m ®� O D o OFFHD�� �® �� ---0--�— O -- --- - _ o 0 0 0 © m Co © © o 00 oo 00 t33 'T EIEv.♦,00•_0. L,DD._D- I m 1; n_I --- t -- ------ ---=_�_______===--i ----- ---=---------�__�_� HARBOR VIEW STREET ELEVATION (WEST) ' r Issued- Permit 17 Nor.• . • _ +. issued-Permit 13 Nov.• - Issued-Pricing 4 SMt.'06 - - Issued-ZBA 30 August*Cx ^ Design Review 06 August• T ♦T - _ - Design Review 11 July • - Rev®i-. Oct. v I _ COND ON CAMP HOUS®® ® ®® ENE] 66 N/HYORYQN STREET LEST RYNMSpORT,W1 <D 00 0 0 0 0� o0 0 R --- — — ------------ ——————— -- --- -----�— -- _ T FE70 0 MMEM-1 o® o0 00 mm 0 m ® ®® ® ®® FEE]] ®®® I ®®® ®®®®4)TQ%M3FlRffMTF1 ED FEED I- _ --I' -- ---- I=& © © 0 0 0 0 0 T T _ EXTERIOR 0 e e O O „• O ts, ,r+ EIEv..B9•-o• EIEV.ee'-3-°1 -lr . ♦9T-w �. ELEVATIONS n EIEV.I.%'-0- tt0 - v..99= ElE1t.99'-9" ' —————————— —————— — -- -------------�C--_--���— =•�6= S.A.ARCHITECTURE Architecture,Planning,Interior Design \trmEerry HW oy. P.O.B.1966 SS �� I_RFFI V p\/FAIT IF FI F\/p TI/1AI (FACT\ Od2: 1W •Fac(50B)240-5597 3/16-.1•-0' NawatOer 2006 A 1 .5 . Data: This document, the Ideas and designs incorporated herein may not be used, in whole or in part• for any other project without the written permission of the Architect: Sibel Asontugrul, AIA SA ARCHITECTURE.INC. Y P ♦1'- I JIM 0 © 0 0 ®® 0 0 K T.(XSUBFLP,MC,FL — — ------ ---------- ---- ----- ----- T R II II mmm o M T011EEILI alto 0 r r __— —_____ T T . MAM at ♦1ao'-o' r1EV..M-0' ly K K K r CENTRAL AVENUE ELEVATION (NORTH) - . c - Issued-Pricing 17 Nov.'0 Issued -Pricing 13 N—'0 " • - Issued-Pricing 4 Sept.' Issued-28A 30 August' • - Design Review 06 August' Design Review 14 July Revisions: Date: T ♦1 Y T ..1 - HOND ON CAMP . 66 HAR80RYIFR STREET NEST HYAN ISPIMtT,11A F11, FIN �� ®® © © 08® 0 J J J J o - � T T 00 mrm 00 it — — — I-- — ----- EXTERIOR ELEVATIONS O O © © O O OOf 0 lr O O v ♦9D'-0 — — S.A.ARCHITECTURE . I—— ———— — Architecture.Planning,Interior Design S6A Crasbwry H'ghwft ROD.Igo ------------------ — ---------_� —— odeww,tu oxsT r-(fiofi)240-5597 6� A 1 6 ' �1 SIDE LOT LINE ELEVATION (SOUTH) n ttorwnnbw 2og6 ■ Dote This document, the ideas and designs incorporated herein may not be used, in whole or in part, for my other project without the written permission of the Architect: CST.VENTED ROM CAPPSL�� ; Sihel CHITE TURl. .INC.SA ARCHITECTURE,I ARCH.GRADE ASPHALT ROOF SHINGLES W/S/B•COX PLYWO. SHEATHING a 300 RODFING FELT, PROVIDE HURRICANE CUPS O EA RAFTER.VENT BAFFLES R 3'-C' ' WIDE ICE/WATER SIOELOS O ALL EAVES,VALLEVS R CHEEK _ WALLS.TVP. - 2v10 ROOF RAFTERS O 16.D.C.. TV Y T P V.1 i 246 Up.SUMS O 16' I O.G,1TP. 6 YIL POLVETHELENE VAPOR 12" t51 BARRIER O N9DE FACE Or WALLS12•D �IY &CLG. it 7/B•TJ/PRO WD RR. "Sr.O le•0.C..1YP. 3/4•PLYWD.SIIBiIR_M. b 12' T sv ve T.O.SUBFULD SECOND ft. T 1/2-EXTERIOR EDX PLY11D.W/ R •TYVEK BLOG WRAP R EXTERIOR CEDAR SHNGIEs ® ® O O I. FM.H = sw - 3/4'PLYwO.SUBRR.,MVP. - CONC. ARNG OVER - fi BRANE _ B 1/2•TJ/Nl0 MO FIX.JTIS15 PVC m ,•R . 101� T T T.O.SLRIFUI&MIT - llla-6• TWALLT - ,•t24 GAUGE m LINE OF EIeSTING GRADE 4' DECKG]/3• i. I/4• _ ——_—— ITENr.W/6,0 r2 LEDGER AT ANGLF maw PROVIDE NEW COMPACTED Eel B4Yt9 wwF w .TRAPS J I EIEV..100'-0• �M1 o Y-0 G . NOTE: EIEY.a00'-0',m I ,� 'I—ELEV.♦9B'-0• - EI ROOF.OVER GARAGE OVER BASEYpT,R-iB O WALLS,IMP. I - I NOTE: SEE STRUCTURAL DWG&FOR - FOUNDATION.FOOTIWG,R SLAB 30'_O• - e FRAMIND kEs . . SECTION THRU §CREENED PORCH 2 SECTION THRU HARBOR VIEW ST. ENTRY FOYER FACING SOUTH • I Issued-Permit 17 Nov.' • - - - Issued -Permit 13 Nov.' Issued -Pricing 4 Sept.'06 Issued-ZBA 30 August' Design Review 06 August' WAX.T.&PLATE M,128-W - Design Review 14 Jlly' Revisions: Data CONDRON CAMP HOUSE 2 . ' 66 HARBORNEWI STREET . ' NEST HYANHSPORT.MA ' -- -c ------ IJIEEE T.O.SUINFULD SECOND FL, --m--------- ------ -- ---- -- -- I m® T T ——— —— ——————-- To. -_ I I BUILDING SECTIONS/ .„�,•_� I ELEVATIONS IElEV..vlr-9• ELEv.♦BB'-6' ElEV.+eB'-C S.A.ARCHITECTURE F Architecture,Planning,Intermr OesNJn J6A trsnlVIny HiphMY. P.09m 198E 3 SECTION THRU HARBOR VIEW ST. ENTRY FOYER ® STAIR FACING NORTH odeWu MA O76Si Fmc(SDFI)240-5597 17 N...W 7006 A 1 .7 Dotc o — ' --3t i --- -- ----- ---- m ® UU21 FM I I T T T ME olu . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . E.♦t00'-lY flFv.♦96'-9' - ElEv.♦9s'-Y p LONGITUDINAL SECTION THRU GREELY AVE. ENTRY FOYER FACING NORTH Issued- Permit 17 Nov.' Issued- Permit 13 Nov.' Issued Pricing 4 Sept.' Issued- ZBA 30 August' . - Design Review 06 August' • .. • 1 T.0.RA ♦t 'e' Design Review 14 July Ravi ions: Oct. �6 aY CONDRON CAMP HOUSE 2 66 NIIRBORNEII SIREET t�2" EST RTI11an-(*T.W EN N .0 00 MIMI -TIE] E 0 o m o0 00 o mm T FL BUILDING SECTIONS/ ELEVATIONS S.A.ARCHITECTURE Architecture,Pimning.Interior Design : t)rmserry High". P.MBm 198E 2 SECTION THRU GREELY FOYER STAIR LOOKING WEST odes„lu DM53 fsc(508)II0-5497 r wi sm 1'-D• Sta 17 tlsesnt.2= A 1 .8 It-date: ♦'1� IY I IY tYD QIY t T .— _ ---- o T T T FL SECTION THRU GREELY AVE. STAIR LOOKING EAST 2 SECTION THRU GREELY AVE. FAMILY RM. LOOKING EAST - Issued- Permit 17 Ncv.'os - Issued- Permit 13 N—'56 Imed- Pricing 4 Sept.'06 T •1 17. r ♦, - IY Revisions: Dote: a 3.5• CONDRON CAMP HOUSE 2 el >v 66 RAReaRg+cr 51REFT - NESi tnA1NSP0RT,W - Im Iff To'suMs"IR SECOND FL Tasuanits SE El T TIn- 21 T F T 1 WALL BUILDING SECTIONS/ ELEVATIONS S.A.ARCHITECTURE Architecture.Planning,Intericr Design SA Drmserr Rigtl.aJ. P.O.Bm 1988 00I MA ONO F-(508)7/0-5597 ' 3 SECTION THRU GREELY AVE. BRKFST. RM. LOOKING EAST SECTION THRU KITCHEN LOOKING EAST 11 4 3ns'-+'-D• l2. A 1 .9 Dale ra 2.6 WALL(TYP) si•� 2.6 WALL(TYP) . TJ/560 B 1/2-J067 TJ/560 B 1/2•JOIST O Is- . 11-LSL RIM BOARD ;•T.SU6ROOR(TYP) 6'—0" 4'—2 3/4 r1 }•TRG Suwwm(TYP) 2.6 P.T.SILL./ T 3-AB.O 6'-0-O.C. ^ S-3 - ` C.7s w T.O.W.-SEE RAN T.D.N._$LF PUN ' 2/S CONT. CUNT. EA - LE LJvht BEAN POCKET M TL.D E C K DETAIL LEDGE#5 a I AE.W. SETTAN ` aEYwD o IY E.W. ' BEAM POCKET �'0 0 /s w 12'E.N. SCALE: t'-CI• ^ NOTE: BEYOND ALL STEEL WELDED ON SITE wer10 1-.1-d/16•IBS COLUMN N/TOP N Ll N.P. 6:BOTTOM BEARING c jl : wNc.wAu : 3 ^00� PLATES,Y,ELOro ' s-CONC.TALI (� p rl I 05 w,Y E.W. °1 �•CONT.EIO'..IODIT TCONTC. .EItP. � d f-GONG SLAB ON f-COIC SUB ON 2N KEY COMPACTED GRANULAR FILL d d COMPACTED GRANULAR FILL RON, /sffi-WIAMITIA Lf KEY' REINF../6v6-1YI.f.WI.1 ^ O T.QSLAB_SEE PUN - I T.0.9J18 SEE PUN ` T.O.i._SEE RAN T.O.F.-SEE PLAN Cg1>�ACfEp.. - • 2 05 CONT. _ 12'—0 ; C011T. — ./s/S BARS E.W. 1 TYP.CONCRETE FOUNDATION WALL DETAIL @ BASEMENT 2 CONCRETE FOUNDATION WALL DETAIL UNDER COVERED PATIO SCAM- 1•-o• SCALE �•�1'-C T.o.w.(BEraTO) P.T.2.5 SILL./}- y N OWLS O 12- 2ffi WALL(TYP) AB.O 6'-0.D.C.(TYP) 2'— O.C.O O.II DOOR OPN'G-BEND OWN .�-CONT.EXP.JOINT - INTO SUB ,�•CONT.EIS.JOINT N f-CONC SLAB ON s-CONC.SIABOx COMPACTED GRANULAR FILL - COMPACTED ORANILAR FILL CONTROLREINT.�/6ffi-NI.fND.1 T.O.W.-SEE PUN REINF../6ffi-NI.f.Wl.f (� ,PINT " T.O.SLAB_SEE PLAN L L SEE PLAN 4 PIATrE LSHOOPP•BASE WELDED TO T.O.W.-SEE RAN T YET STEEL COLUMN.TYP. f-CONC.SLAB ONO. O rv� MhGZ ED;C 7Df— 7r COMPACTED GRANULAR FILL � ^. W 2N KEY :, REINF. cp ./6ffi-IV1.faWl.f _ 2101 KEY L 0 - I 2/5 CONT. - . T.O.F..SEE _ 2/S CONT. . T.O.F._SEE PLAN .2 05 CONT. � - N - I I1 —8" 1'— " Issued-Permit 11 N..'56 . TYPE A TYPE B 168ueO-Permit 13 N-.'FM 4 COLUMN BASE CAP PLATES TYP.CONCRETE SLAB @ ReYi.IRR.: Me, SCALE: . _ 1•_C. 3 GARAGE TO BASEMENT WALL DETAIL - 4. TYP.CONCRETE SLAB @ GARAGE DETAIL 5 TYP. CONCRETE GARAGE APRON DETAIL CONDRON CAMP scALE �•_r-o• SCALE. }•- r-O• SCALE: }•- r'-o• HOUSE 2 . 66 NARBORNEN STREET PROVIDE SLOT B.S. WEST KYAN OWT,MA - FRL SALE AS FOR SEE DETAIL. CONTRACTION JOINTS 2.4 KEY COLUMN 1-DEEP TAPERED INTERRUPT r$OtIL OF ALL NEW PVC wATERSTOP EXTEND 1002 OF SCHESCIED.BASE RATEMOBIL WALL NEW. 0. SLOT(SL. LOT DETAIL (ALTERNANTE BURS) FROM TOP O'FTG THRU CONST.JOINT (SHOP RED TO COL) }-LEVELING PLATE WALLt--t-t4" ELF SEm� � CONTRACTION JOINT CONSTRUCTION JOINT TO MATCH 92E OF I I I X p» sTEEL BEAM-SEE }•E7�.J001r BASE PLATE 8 �( RAN FOR T.O.S. AROUND COL SEE FNDI/PLAN }. STEEL SHINS AS REO'D 6.6 1VNF(TV) FOR TOP OF CONC. i Ndl-90KNK I(p 1 If BEARING SURFACE ELEV. GROUT MIN. LAN•}N'-8-CUP ANGLE, FIN.FLOOR rt . z SEE PLAN JOINT SEALANT(B.S.) (2>a STRAP ANCHORS bi ZQ Lw Q FORM SLOT./PRE-OILED ENaCO INTO eaNc • STEEL BEAM-SEE LLI J TAPERED r000 STRIP. INTERRUPT'0:OF PVC WAIERSTOP PUN FOR T.O.S. REMOVE STRIPS FROM BOTH KORIL WALL NOW SM OF WALL AND FILL Z ANCHOR BOLTS (2)W STRAP ANCHORS UNv}a 0'-6 � cy, EXTERIOR SLOT GUN GRADE (BEE TYPICAL DETAIL FOR rE1D TO RANGE VAPOR BARRIER JOINT SEALANT 3„ NUMBER OF BOLTS) W I WALL SECTIONS/ Ln J COMPACTED F� DETAILS TYPICAL COLUMN BASE OTYPICAL BEAM POCKET SECTION X SEEFT.S�. E LAN 31r . 4 SETTING DETAIL �' `•-,•-o• ScnLE: �•m t•-o• FOR REINF. AMC O=BOLTS 4 ` ,oP � �/ nTYPICAL COLUMN FOOTING DETAILS CONTRACTION JOINT EXPANSION JOINT S.A.ARCHITECTURE SCALE • m t'-0• 4 SLOT DETAIL 1@ET m NEW WALLS) Architecluro,P�I OHcma lonning,Interior Design SCALE. .�•� 1'-0• (NO SCALE) MA 02851 F—(5D8)240-5597 4 17 8•No.en 2DDfi/ \ 1 . 10 TYPICAL CONCRETE WALL JOINT DETAILS SCALE. t'-o• �,� • OQ 4, a.e.ammo NQIER EMAIAMM_W1BER 1.All tlrueturol.ark anon De<mweInoled a iln Me 1.All framing lumber Mel conform to the latest aditim of 1.Structural at"rolled Anapes Nall.-I-to the arm0eewra one mechanical design plane and tie NFPA'Notional Design Soealflcollan for Wece _ latching ASTMes egnatba n apace!Vona and shallconform to confor to the project Construction•,and supplement•Design Values far Wood ASIY A]6 Ali fleet Dote plalas.angeea,channae spe ificationa Including the fall""groaning standards: Carat ruttbn',latest edition.Yinkmom moisture content • A)The Massachusetts State Building Cade.sleth halfm lilt and I c d mbe. gaming memDwa unlem toe p edition,and ell elna ag-le.hating).ridlatlan. 2.Ali loomed good mambas used W.t-ct..l honing. • V- B)ALT'Building Cage Requirements for Reinforced e«kinp alms roils.Dr«Yg. to Nall be Presto..treated As7Y A992 An be mange Doom Nopaa 44•-0• 14'-D• 24•-Cr JQ Canerola'(Acl 318-02) with ACO preesrmalire. pPr.wd Aquµ I.minimum G.SO - C)The National Design Specification for Woad dblenton el 0.6 POF In aeeareanee.Ith AWPA C3. AS1M A32S All Della used far eannbtlon structural' p Com".1lan.latest Often. 3.The homing lumber Nall ea or the faloaing minimum •tax mambas J, •� u vase and epeaies for line pseified se.All Wmoor hall be d 2.All an ding Call b to a«lam to me Massachusetts and design ode tompee a Ym din d shall ASTY A307 An ether anchor bats unless noted state Busdnp Cage and all pDnems wlwmet a design b by • ' pO 9 a9•^c7°n Olher.iee •lonoords.Ansenee of ep«Iflt items hem theta ero.ngf lea wrloee cry. O does net Mfw that the Contractor b raowd from the DIMENSIONAL LUMBER ASTY ASOI All tubular sesllens statutory tees requirements. AS7M A53 All.Duna 3.All materials and methods of e«slrutton Nall Conform Far,f se es..Oe Preare Treated Members' pipe section m G.B to Ina pprewe rotes and standards M mmtwiaa testa -flow,)alals h mama fit Southern Yeses Poe one requlremenb or accepted enpMswing practice as Fb-973 Pal.E-1.NE6 psi 2.Grout used under caumn bane plates should De of the listed In Appmdix A of the Massachusetts Stale Building on-NrMl bee wrbpolyM slfR38 a min cornpret•ew Cads' -timbers d Pests 02 Southern Yellm Pine strength of 5000 i ears. - a - (S.S a larger) Fe-525 paL E-1.2E6 psi o o: 4,the Caner«tor shall merely al ears.My a anmlon. 3.NI Cruets tree details and teen«Iona Nall 7 a In me flee prior to ennthecommencing sans.My elttroponcy fa N«-e.ea.ee Yemben•• eon/arm to the standards of lime AISC. \ q- -dltln.Isn ll sheen an the Cmment one Otlum/Me tj JQ OS tandillens Nall ea.ported back to the enpnaer ealor. 4.Tn.Dawn-le-Deem antl Dean-to-pktmn eannaelbn F l l proceeding eIN anY spice -floor Jel.b a baeme/2 Spruce Pine rx of all boom.shale dmaop the full d reaction and O Fp 873 psi E.1.1E8 psi Connelly of the Cann be Daum.TM end form to , the ,pq� 11 S.Openings ton Inn in f_ and /enrol an may not -studs /2 Sprats PIne Fla eanrKKled baem can De obtained hem uniform load. (�. l� ♦� "r •� t� Oil be Keen on Inase ermMgs.The General Contractor Fc-1150 ptti,E-1.4E8 psi TaNes beweea b Poet 2(Beam.and Cbdws)of the AISC - O Gq `-• Nall a ro" the_Mg-form one mtrononlaa orosbgs Manual.91h"Ron.Minimum Near Cp«lty of 12 kips in sto Imo lM raquxed pennpe m he Nall provbe cdeitbnm -lbnbaro and poste R Spume Pins Fb provided Imo ml Demons 8'to l0' Tana Iramoq for al opening.•here required.The Genera jai ea Cant rotlp Mae verily slid one I«allon o/ml penMpe. (S.S a larger) Fe-500 psi,E-1,DE6 pal tlan.given an the drmnge supersede Nis note. R mJE 9 •LVL BEAM Any dbvbllan xem the I..bal = N.R Of the pining. �i arouings shall be brought to the engl Za knmedbl. (•Design whim adjusted Only by Cm) S.Ior ml nigh flrenpin ba[a nnwened eosharo Noll be oltmtbn fee reNea. (--Design values net cdjnted) provided an ut tide of Dolt far torquing m rewired. 4.Details o/.see fremM such m milling,bleekIn 6.All settling Nall Conform to the etandand of the p S.Design Vertical Ume Leads 0 0. Amwlaan Weletnp Society(Awes). Drogln a lxestppMg,etc.shall bran to the latest a Attic Floor Load-20 psi edition f the Not-1 Design Specification•and the Timber 7.peatrodm Far ml flettl and Nap aaeMg Nell eonlorm \ now.Lead(9eapinp Rooms)-30 pal Construction Manua. FHl Flop Load(Not SbpInp Rooms)-10 Ds/ to ASTY A233(Gast 70).All cam net Ne.n Nall be F .E.mar Derek Lace-60 mf S.M engneered Wtmbw product•Nat'ea m mmanul«turee AWS mnMum,snm Lane-25 o, 5. 11 Trues Joist Carpormllon,Babe Caseade,'L«hbna ) 4'.9 1 LVL BEAM FLUSH P«IfleCorporation or opwowd aqua. dros�Mg nb,pchbileatructural memDw*anaa not dslo9ed an theB.MTwe eknanelama framing lumber b flush homed to a EOlH1oA�0E5 9.Ourng tie e«struetbn phaaa It b Ina rmpansb011y of enpInewed Wmbw a area pxewe,set lnese pxaen v1.Assume minimum sets sell t earxtp pressure-3.000 clear Delia the lne Can V«tor to ke the ale cture.1 y,rem fore shoring i lap of/remnp lumen to mlm for and oretMp to make Ina si her ll.an more 3)1 / a 9 /• L E Pe shrnkage. eompelbn elBann«lions.New sob antl flew alma. FL M D) 2.Ali footingsmwe to De placed turn anebturbed 7.Fmee manufacturers specifcaton.Imo w«tlon. 10.Temporary bracing shale not be rammed unto the motwbl peeled granger NI.Smsea bewnp tValo ntlaliation and placement of engoeared lumber proauela structure home b properly secured to the lewat iooe Q.hall be free from all-"lelon.I«m and Organic penetrations through engineered lumber products b resbtMg elemanls M the building.The at Lily or tie material. saPressly not Permitted Without Prior appro al a the from*durinengnesr, y 9 wxtbn Is ins Canlrotlw'seepanaDOily 43.Bottom of footings Nall be no less Nan 4'-0'balm If.At leml 10%of al belief n Ion,SOIL of all � H( finish grads - B.Stud bewng emis we to be 214 O 16'arc at the partial Penetration aelds and 1001E Of all full penetration 4.DO not Place DOek/01 foal Dmement-saes until al - Inlwbr and 2.6 O 16•o.a at the eslerbr. sum must be tested by an Mdepe dent testing agency In floors bracing them eau.are In place. 9.All.Oft-and W.C.NMI align directly.1th alum «eordsrmce allh apeaiol structural Iminp pretoeel. Q y,J 11 5..Slurs an grade shall Dear an natural undisturbed sal or bans: shims reputed Instal additional studs.Use double A. Metal Form Deal[ p- an c«haled compacted BI,Remow exbtn unsuitable alum at ends of able old ends of eall openings: •� q unto 1.Meta farm deck ref eleroted slabs Nall be lormxi frwn , malaria share n G!eory and replete eilh mean granular 10.Use dmMe Iman-and Receive of al peer penMps lea shests confirming to AS7Y A653 having o mobnum rut compacted M 6'-B'layero to ablan 957c at- .hero beans we pl designated. yWe slronpm of 6O.OD0 pa4 GIN a xnt tootnp ! i5)t / 9 1/2'LVL BEAM ! Pr«Imo eamtRy al the optimum moisture eonlanL lS-77p to ASTM Band lederm ep«if lion ! G ! G Ile LOU all Dblm of eomaro and of al Inlerseatbnt of 00-5-7750. GA '� S.TOP co footings( (T.D.Fet. of ensure p.al(minus, pwmlmne. 6, Ip of eaneroee(r.o.c.)ale.we measured pros pr minus - 2.octet/sum oak anon lab 1�•asp.vWv n etln lM . - (2)t 3/a 9 /z L E G p '+r' from the top of foundatin sell W-0'referenced to Its 12,Unless Olheelse noted.provide neoden owr all per bel melon dock hall A o/ F •'t F , q eralation 42.0'N.G.V.D.see alit.wan for benchmmarch Openings m faln.a (FLUSH D) Lq l location and a.mofpn. Ind.Wall.- (2)2.10 Eat.Web- (3)2%10 1-0.165 Mm(4) Ll � b 13,Unless olharae noted,at the ends of al Deana S-0.195 Mm(]) _ - Readsn and girders provide a built up Or selie Past ahme ].All sailed giro lobrle Nail anlwm to As7M A1B3.Wane b 1.Concrete mblure,form-work,dairary and waeament ieth b at least aqua to the.Idle of the member It b 3.All WWF•Mute De diem for orrh o ASTMd Dam: .Iron wnlerm to all rawkam.menes of Aa let (latest wpppinq and.Man epin b 4'at the Intabr Gab anal 9 (2)t 3/4 9 /2 L E IW [� - edition),unless otherabe noted. All the mlerip gals. Ealwbr al-ted flab-axe-W2.9.W2.9 (FLUSH D) • N - 2.Canerola moterbl•shmi pe TyPe 1 2 PorOand ABBRENAnONS - eement.•One one grata apOegotea Ca crate Nall m 4.Concrete In aewted flw slm areas Nan be norms ink-enbaned pa Acl roewnmendstlanw Canerota O.F. Outside I-(of Mdg/masonry) aelpnl coarse opypote.swore Me OOOrpol0.Type 1 ,(� ' oompr. me•trengtn•(rc)in en .W.2B do^sh tested n E Each Way Portland Cement and a minimum temprosslue stramgth of Q" T' G 5 t / 9 t/2'LVL BEAU triccwdmm.Ith Acl mil-02,shad ea as fail- T.O.C. Topper Concrete 30DO psi(rc)n 26 days.Weight Of concrete Nall De 145 T.O.W. Top l Concrete Wall q All cancrate ears-4.000 pal T.O.S Top of Steal Dmu^ds/totlto fool.Chloride Dated edmblwes shall net De ,4, T.O.P. Top of Fooling u End �' T l C .tyf ` R 3.Cmtractor rea prior to submit concrete td pl«em�or1N Ibl to E.S Even 510e of S.Y.lal deck wporl•wend column manure a strla m comma plates pound opening.and edge slaps Nail be previded a ,rfO TYR Typical .Q, Issued-Permit 17 Nov,' 1.All mbM0.tronpalMp,p«Mp one wrMT of concrete Y.O. Masonry or Concrete penny by the a«lroela. mS - _ slmN De done n tadanee.tin the roman endmlbn..1 CMU Concrole Masonry Unit• q T Issued -Permit 13 Nov.' the American Concrete Institute. Ca Control Joint EXP.J1T. Eapmm.bn Joint ,p26' S.All grout shall be non-shrink Win a minimum U.N.D. Unties NOIed a OthaMe 51, + • • Iswsd -Pricing 4 Sept.'06 compreashe strength of 5,001)Pal ! S.Ronrwenp at"Nall be deformed blue eontwmng to l G� a 6, O Revisions: Data: ASTM A515.grade 60. 9� 7.DetinMg of concrete rmmfarcement ahl arc Iok ! l'+ 114 p' HOUSEON CAMP shall ea accordance ortlone.allh Ad Publication 375,latest a �.' q b amtIon. _ 8.Weld Wire Fabric(WWF)e conform to confor to ASTY A185 - 'p�B o B• .it ed h a mnhhum lorMle ttrmgth of 70.000 Pa. _ -5.`,q O 66 HARB"EW STREET' .Gl meal ma FLOOR CONSTRUCTION O COVERED PORCH: WEST NYANiSPORT,YA 9.Pro.be mnknulm temperature rtMfwcement m rewired - 3 3m 4-CONIC.SLAB OVER 1 1/2'-22 GALVANIZED COMP.MTL ey ACI 31B-D2,In all.lab•and.orb.Mrs no rslnfaI 31ST . melee sdsellarming. d' to DECK W/6x6x2.Ox2.0 REINF. 2'WEARING SLAB OVER m 10.R.I.1 cng steel shml be placed to Pra.M.the , SS �aipq, 6�q MEMBRANE R R.B.INSULATION k FIN.STONE FLG. laoang minimten concrete corer(me section 7.7 ACI 1 v9 l r+`O', •T 318-02 br Conditions as note �B p. Footings - d):3' -'Y q QY'+-1 B-ont Weals - 2'PeL,J'Mt. ,�1 (2 1 3 4'x 9 7 2•LVL BE ( FRAM B• Gq San an Cede - 1•1pin It.Sin plate anchors to be ASTY A307 baits embedded Into 1p of concrete foundation ace at minimum p«Ing 6' Of 6'on enter•unless noted a heralaa Anchors shall Qp ' new min 'M"mm embeem"t of 8'MR.concrete and shall ♦J 2 t 3 a•x 9 1 2'LVL BEAM 6�.Q,T 6' qj now 90-hook unless noted mlhereba on Plant, �tDG`` ,ppVS�`T ,pp� 12.Column archer belts are to be furnished and Installed according to design Plan p shop prod sh erasnpe.An - i. 'do - column anchw bats shall be set by tanplote. T� lLq 13.AI cantnums ronfon emend shall home clan'B' - ap ces(Aar 318-02.Section 12.15)unless rate otherabe. 14.Horizontal sell mInforcng Nan be continume and Nan hove 90-spree bands an t.lensons at and FIRST FLOOR FRAMING PLAN Mlarseeltans Keen an typical law placingdetails. FIRST FLOOR 1S All lop splbm M WWF Nmla be an mean Plus too FRAMING PLAN Incles. 16.Rol forcing Dort may not be sided sIthout oPwMW NOTE:DATUM ELEVATION REFERENCED AS W-0•FROM TOP OF FOUNDATION WAIL of the structural engineer.Mermen ppre`L.eldlnp Of 4'-0' 4'-6• 7'-0' 4'-8' reinforcing bet Nall be «ewdante.Ith the A. FIRST FLOOR FRAMING HANGER SCHEDULE - SIMPSON STRONG TIE, INC. S.A.ARCHITECTURE DESIDUATION I LOCATION T IABEL 7 OR BEAM Sl2E TIP NAILS ACE NAILS Architecture.Planning,Interior Design HI NT35f0 9 1 •TJ 230 8-1..1 In 2-10d.1 1 35A Cray Highs% P.G.B.1988 N Y 1 4'. 1 N] NB].SB .SO ] t 3 4'.B t L Orleats,MA 026ST Fox(508)240-5597 H4 H 1- • 1 4' 1 3/16'et'-0' 17 Nal ember 0eta WOOD!FARMC NOTES 1) ALL EXPOSED WD.MEMBERS USED FOR STRUCTURAL FRAMING,DECHNG,STARS,RARING. BRACING,ETC.SMALL BE PRIESULA E TRTD.. . I)CURE ALL METAL NAILS.SCREWS FASTENERS USED TO PRESSURE TRTD.LUMBER SHALL BE DOUBLE STRENGH ZINC COATED CALVANZED OR STAINLESS STEEL 3) ALL MEEAL HANGERS t CONNECTORS USED TO ' CURE PRESSURE TRIO'LUMBER SHALL BE TRIPLE . STRENGHT ZINC COATED GALVANIZED OR STAINLESS STEEL M'-0" 14'-0' I4'-0• /) USE STAINUESSS STEEL FASTENERS Of CONJUNCTION W/ S AIIRESS STEEL CONNECTORS AND GALVANIZED FATENERS p [ N CONJUNCTION W/GALVAMM CONNECTORS. BE OF FOLLOWIN MINIM SPECIES FOR THE SPECIFIC C ' S DMENTIONAL LUMBER% CFOR EXPOSED PRESSURE TR . qI SOURffRN YELLOW PINE 7D.MEMBERS: ED-BT9 p41 E-1.44E6 pX D. TIMBERS!POSTS(S S t LARGER) R SOUIIHRN VI:LDW PIE LARGER) ^ Fo 525 pXI E-1.2E6 W r •O o FOR NON EXPOSED MEMBERS Y' N FLOOR MS E:. R SPRUCE PINE FBI Fb-875 P.](3)2x1D (3)2x10 (3)1 3/4"x9 1/2"(3)2.10 - nm WALL STUDS-R SPRUCE PIKE FBIHEADER HEADER LVL HEADER HEADER _ ^o Fx-1t50pxi E-1.4E6 ml • BELOW BELOW BELOW BELOW a TIMBERS t POSTS tsar t LARGER)-R SPRUCE PIE FIR 3 1 / 1 L E ie-500 pal E-1. 6 pM 1 V' (3)2.6 c�'(3)2x6 � r (3)2x6 (3)2x6 .� S 1 1 HEADER HEADER ♦ r. HEADER HEADER t 6) STUD BEARING WALLS ARE TO BE 206 VD.STUDS O BELOW BELOW BELOW BELOW le'O.C.a EXTERIOR!INTERIOR WALLS O ALL OTHER INTERIOR WALLS ARE TO BE 2"WOOD ( 1 3 LY I EA ( H ti \_ STUDS b 0 m3. 6) UNLESS OTHERWISE NOTED,PROVIDE HEADERS OVER II O -O o ALL OPENINGS AS FOLLOWS W70UM WALLS-(2)2XIO EXTERIOR WALLS-()2.10 m m m y nW C, ^O B) UNLESS GROEROTHERWISE NOTED.O ENDS a ALL BENS, n W HEADERS!CINDERS PROVIDE(3)2x6 BUNT-UP OR 6xI _ p v2 $DUD POST OR 2x6 BUILT-UP POST iME WDiH OF WHIOI m S O LEAST EQUAL TO THE WIDTH OF THE MEMBER 1T S SUPPORTING,WHICH EVER S GREATER. o o L E s ^ ^ r r a T to> INSTALL FIR BLOCKING a ALL LOCATIONS As RECURRED ED By BID CODE _ vWITi vWu s s x 6( xm xm m ` r O —V '/ q F fl) CEDAR. DES TO BE MPIL MAHOGANY CLEAR WESTERN . fI DECK!PORCH POSTS FOR HANDRAILS TO BE CLEAR 9. STERN RED CEDAR. l 13) ALL EXTERIOR TRW TO BE WESTERN RED CEDAR HIGH ( 1 3 7 7 OUATTE C SELECT!BETTER NO VISIBLE SAW MARKS OR - B ( U CHATTER SWIRL BE VISIBLE N EU/ISNED TRW. RE 4 x 1 () Al H A R (3)2.10 14) ALL EXTERIOR TRW SHALL BE W/LONG LENGHTS NO IZ qlf L l L HEADER �R 1�OR EEXTERIaR�.LLo EDu5E0 t NO () x6 H LOW BELOW15 ALL WESTERN RED CEDAR SHALL ESE CLEAR GRADE, (3)2x10(3)2A70(3)2x10 (3)1 3/4"z 11 HEADER FROM KNOTS!DEFECTS. HEADER HEADER HEADER 6 )BELOW BELOW BELOW BELOW 7/B"LVL BEAM 1) BEL HEADS O ALL EALLOW TRW SHY. BE SET (FLUSH) 1/e-BELOW SURFACE 10 ALLOW FOR PUTTY. O - c m m m (3)2x6 (3)2x6 (3)2x6 (2)1 3/4 111 7 E i u it c n HEADER HEADER HEADER (RUSH) a a BELOW BELOW BELOW - nPi'm 3Wsm mW mW • _ D A . Np a� a� aim aim .(FLUSH • ♦ ! '� W w W w IeeueO-Permit 17 N—'06 (3)t 3/4":-9 1/2"LVL BEAM ' (UNDER SEC.FL JOISTS) I—e6-Pmmil 13 Nov,' (2)2 x10 BEAN - 66 . - (UNDER SEC.FL JOISTS) ! ,}•T ,q'4. Ie6MeA-Pricing 4 Spt.'OS • V q•r`Sr q NOTE DATUM ELEVATION REFERENCED AS 0•-D'FROM TOP OF FOUNDATION WALL c a •+ O o 3 ReVInione: Date: "`�U}p5 m m gDyi SECOND FLOOR FRAMING HANGER SCHEDULE - SIMPSON STRONG TIE INc. CONDRON CAMP DEgD1ATION LOCATION CT OR T SEAM SZE TO'NABS ACE NAILS - +D Wa na tt 7/B"TJ/PRO 560 JOISTS O 16'O.C.. ^c IN (3)1 9 'x 9 1/Y LVL BEAN M1 um n 7t 4'x n r D7 HOUSE 2 S1 w (UNDER EC.FL JO1S75) M Hwl " - .. 6 .3 MMUS55 2 3 1 3 4'x 11 7 ' 1 66 HARBORNEW STREET O M4 NIM50 1 4 1 'V x 11 7 (2)2 x10 AN 3 l 1'07. N 1 4'x t LEST MAH65PORT,MA (UNDER SEC R, o Li c JOISTS) om m J " - - 1 3 :9 1/2"LVL BEAN 4 - \ (UNDER EC.FL JOISTS) - (2)2 AID AM (UNDER SE FIL p p JOISTS) it q m m Jqr N O �I Q n= ^i (3)1 S "A 9 1/2'LVL BEAM (2)2-In AM ;L (UNDER EC.FL JOISTS) (UNDER SEC.FL - JOISTS a�6 l my my (3)1 3/4"'x zN 7/B"LVL r b�•l o`9l1 0 6F�A,r'r r�r 9In o AM Q" m qor r -'F• SECOND FLOOR FRAMING PLAN ���J�'+�+�o +o d+� ) SECOND FLOOR FRAMING PLAN Tv ti o &A.ARCHITECTURE (3)2:10 ,{ ti� - Architecture.PIOnMng•Inter-mr Design �Y• HEADER•BELOW Lyl 35A Cranberry H-gNey, P.DBm INS (3)2116 WWI,MA 02653 Fm(506)240-5597 HEADER BELOW 6'-D• 4'-01 4'-6" 4'-0' 6'-0' . SOme Nortrnbn 2006A 1 .12 Doter 5 1/2"a 9 1/4-COLLAR TIE BEAM BELOW NAILED TO RAFTER W/ 9-166 FACE NAILS S; � •O m .. vs (2)1 /4-It9 1/2'1.9E vs le WD. _ ) WD. TRELLIS I _ BELOW .o Pl ,�q, N - �� 4.� ♦� `g`r J Tt 7 A L a S T ) J T. + o n J +) R2 212y m a N BE M J � (2 2 r 1 RI E M .1 1 14 1 S j ALI 0 Ai 91/2-1.9E - - MICROL LVL HEADER BEAM ) - l 2 12 - a 0 _ o � ^ (2)2s10 BEAM BELOW _ waDOt A5 woon a l •)y 3 )Ql, Q�, 3-61 rc - �rNr LK x x aan Imo%m Ime6 -Permit 17 Nov.' WD. TREWS 3 ROOF FRAMING NOTES •�\" lesue6-Permit 13 Nov.' BELOW t 1) ALL ROOF RAFTERS TO BE 2.10 1 3p m T/e'LVL� !, `'`' O 16.O.C. T/ . w •'� n e•PL Issued -Pricing 1 Sept.-OG 2) PROVIDE MIN.3-BEARING FOR elAe Revisions: Dote: HEADER BEAMS SPANNING MORE THAN - q ) ♦ ) ps, a 4',UNLESS NOTED OTHERWISE - • ••„~�� CONDRON CAMP ri0) 3) ALL WD.POSTS TO BE )' BUILT-UP(3)2e6 OR SOLID 6s6 WD. HOUSE 2 lPOSTS 4 3/ + 4) PROVIDE SIMPSON TYPE H3r•1e•Lw 66 IMRBORMEW STREET HURRICANE TIES O ALL RAFTERS TO }C--}-r�-y e 1�,�•Lr NEST HYAWSDORT,MA ' TOP PLATE OR HEADER CONNECTIONS. 5) ROOF SHEATHING TO BE MIN. - m )q 5/8-THICK. b . l m1R Ad i66'I"r O1 SE 0 °1 ROOF FRAMING HANGER SCHEDULE - SIMPSON STRONG TIE INC. r - 0 D !U. TION/LOCATION PRODUCT TOR BE"SIZE to,JDIST/KAM rACE NAILS P b • ' - 3/41n TA1-L1A + Nt YWI-61 2-10e a 1 1 16-16e •3/ran llr • � • n i LL ) _� H - t t -16e 1vINA� zz •? 113 LSU3510-2 16-10e a 1 1 24-164 - `1 LSSU26 S-10E a 1 1 10-10e 5 6- 1 4 a2 1 1- 1 4a 2 1/2 - HB M21D-2 6-106 14-150 g6ys 1 A Lk,' 43 Storm )•? MICROLLAM LVL 1 + N — o � - VALLEY TO RIDGE CONNECTION DETAIL ROOF FRAMING ROOF PLAN —— 1 2 s s •r )•r� 4 � WW R W 'e 4p' °a S.A.ARCHITECTURE rJJ _ p4! r Architecture,Planning,Interior Design ALTERNATE TOP PLATE OVERLAP 4 INSTALL SIMPSON TYPE g:6a16Mr)H'.�11roy, P.O6m 19M ST2215 STRAP O OUTSIDE FACE _ Orko1A 1U 02853 Foc(SO6)240-5597 (3)2:B ELOW `'S - OF CORNERS TIESTYP. Nora be 21106/ \ 1 . 13 Dolt PLUMBING NOTES- WINDOW MOTEL- WINDOW SCHEDULE 1) PROVIDE ANDERSEN WINDOWS ON WRIYE EXTERIOR 1) ALL PLUNGING WASTER SUPPLY LINES TO BE PVC. 0. MODELR.O.S2E rdH WINDOW FRAMEUE 2) ALL VENTS THROUGH ROOF m BE COPPER M17 Y-8 5 •V7-1 A' BASEMENT AT FTN MAT 2) PROVIDE F2IENSGN JAMBS APPROPRIATE FOR 2a6 WALL TIOCKNESS 3) PROVIDE THE FOLLOWING PLUMBING FIXTURES WON 2446 2'-6+ •A•-B 7 (XXXeGNT ACO SERIES DOUBLE TONG '-7 7 a C-1 1 A' WOODRI T A00 » PROVIDE ANDERYMS YE1R0 COLLECTION WOIDON HARDWARE N WRITE LIVING Rm.1 10.S BAR SINK-BATES PR SERIES DOUBLE HIM WON 3046 3'-2 1 V A'-B 7 OOORIGHT ARID SERIES HUNG A PROVIDE LAN E R ARGON MASS (PROVIDE ALIOWNNCE) AN 251 2'-4 7 V 2•-4 7 00 SERIES AMINO AW• ) PATIO 1105 OUro00R BAR SDK-BATES(PROVIDE ALLOWANCE) WDH]2435 2'-6 1 •3-8 7 WOOOfedHT A00 SERIES DOUBLE HANG 5) PROVIDE INSECT SCREENS FOR EA.WNIDOW 1 •1'- 7 TPOWDER RIK.0107 TOILET-KOXLER DEVORSHIRE WRITE/3A88-0.LEVERS TO MATCH FAUCET SET SELECTIONS AW 2B1 2'-e'.Y-A 7 A00 SCKES AWINIINa 6) PROVIDE DMDED UGNT PA77ERN5 AS SHORN ON ELEVATIONS KOHLER CACHET TOILET SEATS/UNITE Rom 2A32 Y-6 11 a 3'-AA 77'gM ; NWOODIKGHT A00 SERIES DOUBLE MSG . 7) PROVIDE SAFETY GLASS FOR ALL RUMORS AS REOD. SUITS -KOHLER DEVONSHIRE WRITE/23Y-0 WON 2832 3•-I I a A'ff 1-] JERSEN ERSEM WOODAOH7 400 SERIES DOUBLE HUNG 8) SEE WINDOW DETAILS FOR CASING R TRIM FAUCET-MOO.POLISHED NICKEL B SPREADS N pN6 3-2 l ':V-7 T A' ERSEN WOODROHT A00 SERIES DOUBLE XIMG TOWEL BARS.HOOKS TOILET APPER HOLDERS BY.ADO.POLISHED NICKEL(PROVIDE ALLOWANCE) WTR •-1 1 V-7 7 400 SERIES TRANSOM T M ODOR NOTES 3 WN 21N5 3'-0 1 •1'-7 7 ERSEM W000RIONT A00PRIES1 PROVIDE AMDERSEHS NEWBURY PATIO DOOR HARDWARE IN BRIGHT BRASS MASTER BATH RW 010B TOI ET-KOOER DEVONSH IRE WRITE/3488-0.LEVERS TO YATCX FAUCET SET SELECTORS A Wm S 1 V-7 7 GHT A00 TRANSOM KOHIFR CACHET TOILET SEAS/WRITE IPIR 2815 2-B t •1'-7 7 -S;DOORS PLr 206 TRANSOYSERIES µ� 2) PROVIDE HINGED INSECT SCREEN DOORS FOR ALL EXTERIOR DOORS EXCEPT THE ENTRY DOORS TOWEL BARS.HOOKS,TOILET APPER HOLDERS BY KOHLER REVIVAL SERIES POLISHED CHROME(PROVIDE ALLOWANCE) 3) PROVIDE Out SLLS R WEADVMTPS O ALL ENTRY DOORS - SINKS -KOHLER DEVONSHIRE WRITE 1 23Y-O DOOR SCHEDULE n HARDWARE A) PROVIDE ODOR STOPS O Al INTERIOR DOORS FAUCET-KOHLER REVIVAL TRADITIONAL S TIONAL LEVER.POUED ORION-8 SPREADS . TOWEL BARS,ROOKS.TOILET APPER HOLDERS BY KOHLER REVIVAL SEINES.POLISHED CHHROYE(FRINGE ALLOWANCE) BAYYENT 5) ALL OL/155 N DOORS ARE m BE SAFETY GLASS YECN.RY. 1 3 A wD.OR x0 YN.RATED DOUBLE DOORS SHOWER HEAD-WWSGROXE AXOR,POLISS®CHROME YELL RY. 2 S'-0 •6'-B' 1]A'W.OR 20 MIN.RATED DOUBLE DOORS 6) ALL INTERIOR DOORS ARE TO HAVE SOLID RABSETTED.AILS.NO SPLIT JAMBS 803 MEGN.RY. 3'- •6-e' t 3 A WD.OR p MIN.RATED KITCHEN/,10 SINGLE SINK FRANKE(PROVIDE ALLOWANCE) STORAGE RY. 3-0 •6- 1 3 A WD.OR 20 INL RATED 805 BLILKHEAD 3'-0'.6'-B' LDCK T PRE-CAST SHOREY STAIRS R ENCLOSURE W BILCO DOORS i1NI5N NpTE4 FAUCET-KOHLER NNNATA�-6W0,BRUSHED COOLIE. T LAUNDRY RM./11] SINK;BLANCO PROVIDE ALLDWAR 1 UNNG RY. 6-0 a 6-11 w0 ANDERSEN OL13NNa FRENCH DOORS FWD 60611 APED +) ALL WD.Elf.m BE:1/Y STRIP RED OAK,SANDED R FINISHED N PLACE w/MDT.]COATS S PI1O91 ( CE) I@ S11IDr 2 -2 a 6'-10 Wp TILE DOORS FL TRU-S 512 PINE 2) STNR TREADS R RISERS TO BE RFD OAK.SAME FINISH As FURS.FURS. POWDER RM./11A TOILET-KOHLER DEVONSHIRE WHITE 1 3485-0.LEVERS TO MATCH FAUCET SET SELECTIONS 103 STUDY 2 2z-2 •6-10 1RU-STILE DOORS FL B10 NNE i KORIER CACHET TOILET SEATS/—TE IN SCREENED PORCH 6'-0'•6-11 MAX. ANDERSEN DUMPING FRENCH DOOR$FWD 60611 ANR - 3) ALL WD.BASE BOARDS TO BE 3/4%5 1/4'W/BROSCO SHOE MOLD/8451 PT.GRADE 105 SCREENED PORCH 6-0 •6-+1 WD ANDERSEN OUTSNNG FRENCH DOORS FWD 60611 APLR SINKS -KOHLER 2Y WRIYE/K7294 I SCREENED PORON 6'-C'a 6•-11' WIDAL ANDERSEN GUMMING FRENCH DOORS FWD 50611 APUt Q WD.WAINSCOT IN FAMILY RM.TO BE PT.GRADE FLAT PANEL W/O7 MOM TO 36'ABOVE FN.FL _ FAUCET-KOHLER 1KI6100-M SINGLE HOLE.POUSMED DOME.A SPREADS 107 SCREENED PORCH' 2 -6'.6'-10'WD SCREENED FLIED PANELS 108 PORCH 2 ]-0 a 6'-10 WD SCREENED DOUBLE DOORS 5) WD.WAINSCOT IN BATH RYS TO BE PT.GRADE 31W V 3'BEAD BD.W/SHOE MOLD TO 42'ABOVE M.FL TOWEL BARS HOCKS TOU T APPER HOLDERS BY KOHLER REVIVAL SERFS.POLISHED CHROME(PROVIDE ALLOWANCE) I SONEt EQ PORCH x 3-0 •6-1wo SCREENED OMBLE DOORS 110 SCREENED PORCH 2 3'-0'a 6'-10'WD SCREENED DOUBLE DOORS 6) LID.CLG O COVERED PORCHES TO BE 3/4'd'V GROOVE CEDAR,Pm. GARAGE 0115 UTILITY SINK-(PROVOE ALLOWANCE) Ill SCREENED PORCH 2 2'-5'a 6'-10 SCREENED DOUBLE DOORS i 11 WEST ENTRY FOYER 3'-0'a r-10' T TRU-STILE DOORS PL 205 OAK 7) WO.CLO,O STUDY TO BE 3/4'.3'MAPLE BEAD BD.,Pro. MASTER BATH RM. 112 WEST ENTRY FOYER 1-6 .6-To' WD TRU-STILE DOORS PL 206 OAK SIDE LIGHT /202 TOILET-KOHIER DEVONSHIRE WRITE/]A6B-0.LEVERS m MATCH FAUCET SET SELECTIONS KOHLER CACHET TOILET SEATS/WRITE it CL 2-6 •6-10' T T eROSCO ORGAM 1 3 SOLID CORE PINE U-1053 B) AIL RYs,r/MT CLG m HAVE CROWN MOULDINGS.PT.GRADE - 114 WEST ENTRY FOYER S-1'.W-11' WD ANOERSDII OUTSWNG FRENCH DOORS FWD JIB"AR SINKS -KOHLER DEVONSHIRE WRITE/2336-0 115 CL 2 1-6 a W-1 WD CLOSET SET BROSCO ORGAN 1 3 SOLID CORE PINE V-1053 DOUBLE DOORS W) UVWG RM.m HAVE COHERED CLa w/BOX BEAMS R TRW,Pi.GRADE 11 HEST MASTER BEERY. 3- •6-10' PNV T BROSCO ORGAN+3 SOLID CORE PINE M-105] FAUCET-KOHLER ANTIQUE SERIFS,POLISHED NICKEL 6-PRONGS B SPREADS 117 CL 2 T'-0' CLOSET SET BROSCO ORGAN 1 3 SOLD CORE ROLE M-1MJ DOUBLE DOORS 10)STONE Ft&IN ENTRY FOYERS ro BE GRANITE,(PROVIDE ALLOWANCE.TO BE SELECTED BY DINER) - TOWEL BARS,HOOKS TOILET APPER HOLDERS BY KOHLER ANTIQUE SERIES.POLISHED NICKEL(PROMS ALLOWANCE) 11B CL. 2 1-8 a 6'-10 WD CLOSET YT BROSCO ORGAN 1 3jZ SOLID CORE NNE Y-1053 DOUBLE DOORS TUB- KOHLER WHIRLPOOL OEVOISAIRE/K-1]57-0/DROP-IN wRIIE 11 MASTER BATH RM. 2- a 5-10' PRIVACYSt T BRoo AN ORG +3 OLID M-t S CORE PINE BIM RM.THE FLO.N POWDER RM.1111,BATHRMS 8207=8 TO BE CEA TILE By DAL-TILE 8's8' 1p SHOWER 2'-8'•6-10 CL S GI.IIa DOOR r rM SM R TRANSOM PANEL POLISHED ALL EDGES SHOWER ENCLOSURES m BE SAME TILE - FAUCET-KOHLER M71OVE SERFS POLISHED NICKEL 6-PRONG HANDLES-B SPREADS I PONDER RM. 2-5 •6-IIr PRIVACYT BROSCO ORGAtl+] SOLID CORE PINE Y-1053 ,. SHOWER HEAD-HHASGROE AXOR,POLISHED NICKEL - lY2/AYRY RY. J'-A'•6'-10' WD TRU-STILE DOORS R 810 tx)BAN RM.STONE FIG.N RMS./LOB,202.212 TOBE CARRARAMARBLE IY.tY TILES 123 FAMILY RM. 6- •6-11 WO ANDERSEN FRENCH DOORS FIN 60611 APLR - - GIRLS BATH RWO07 TOILET-KOXLER DEVONSHIRE WRITE/3488-0.LEVERS TO MATCH FAUCET SET SELECTING 124 FAMILY RN. 8-0 •6-11 ANDERSEN OUTSW NG FRENCH ODORS FWD 606+1 APLR SHOWER ENCLOSURES TO BE SAME STONE _ KOHLER CACHET TOILET SEATS/WHITE 125 FAMILY KILL. J•-{'.6•-1D' WD TRU-STILE DOORS FL 810 I_BASEMENT ]'-0'V 6'-B' WD PASSAGE SET BIT ORGAN 1 3 'SCUD CORE PINE Y-f053 13)ALL BATH RM.COUNTER TOPS m BE CARRARA MARBLE POLISHED EDGES SINKS -KOHLER DEVONSHIRE WRITE/7118-0 1 7 MUD RA ]-0 V 6-to LATCH T 8ROSC0 1 3. SOLID CORE.PINE Y-1+]OR EQ FAUCET-KOHLER REVIVAL SORES POLISHED CHROME.TRADIOTAL LEVER.8 SPREADS 128 POWDER RILL 2'-6'.5'-B' PRIVACYT DR05C0 13 SOLID CORE PINE M-1053 1p GARAGE Y-0'V 6- KEYED NEIMA-TRU 1 MR FINE RATED DOOR SSF140 +A)ALL VANITIES m BE PT.GRADE,WRITE - TOWEL BARS.HOOKS TOILET APPER HOLDERS BY KOHLER ANnOL1E SERIES POIGNED DRONE(PROVIDE ALLOWANCE) 130� 2 1'- V 6-t WID T SET BROSCO t] SOLID CORE PINE Y-1053 15)AL BUILT-N CABINETRY N UVM SPACES m BE MAPLE.PTO. SNOWIER HEAD-HANSGRONE AXOR,POLISHED GROVE ;71 ECAST ENTRY FOYERA,ST ENTRY FOYER 1-6 a 6-Ir WD BALDWIN BRASS LATCH SET TRU-SMLE DOORS PL TRU-STILE DOORS PL 206 OAK SIOE UGIIT 16 KITCHEN CABINETS ro BE PANT GRADE BY WANUF.OURASUPRE E DESIGNER SERIES ON DESIGNER SERIES CHAPEL HILL CAMC BOYS BATH RLL(208 TOILET-KOHLER DEVONSHIRE WRIYE 1 3488-0.LEVERS TO MATCH FAUCET SET SELECTING 1.GARAGE B'-0'V B'-C VO CEDAR OVERHEAD DOORS BY'DESIGNER DOORS'OR EQUAL . • W/MAW CABINET TO BE CHERRY MD. (TYPE TO BE SELECTED BY OWNER.PROVIDE ALLOWANCE) KOHLER CACHET TOILET SEATS/WRITE 133 GARAGE 9'-D'•Y-6' WD CEDAR OVERHEAD DOORS By'DESIGNER DOORS'OR EQUAL 1]A GARAGE ]'-0'•6- 1HERMA-1RU 1 RIt.SITE RATED DOOR$S,AO 17)NITC/EI/COUNTER LOP m Y GRANITE,POLISHED EDGES OGEE EDGE ON 6LIAHo SINKS -KOHLER DEVONSHIRE wRIm/2336-0 135 GARAGE -0 •B-8 CEDAR DOUBLE$IWNG DOORS BY SIGNER OR EQUAL FAUCET-KOHLER REVIVAL SERIES PO SHED CRONE,TRAGOTAL LEVER.B SPREADS 136 GARAGE Y-0'•6-6' WD CEDAR OVERHEAD DOORS BY'DESIGNER DOORS'OR EQUAL 18)KITCHEN BAC SP ASH TO BE 6,6 CER.TIRE,m BE SELECTED er OWNER TOWEL BARS HOOKS TOILET APPER HOLDERS BY KOHLER ANTOUE SERIES,POLISHED CRONE(PROVIDE ALOwMCE) .. 19)ALL WALLS AND CUM FOR APPLICATION THIN VENEER PLASTER SYSTEM m BE OVER 1/2'BLNEN.GVP.80. SHOWER HEAD-XANSOROHE AXOR,POLISHED CRIME USE MTL CORNER BEADS R ACCESSORIES NO SEAS OR FASTENER LOCATIONS TO BE VISIBLE ON FINISH SURFACE WESTER BAAM RY.a12 TOILET-KOlILDt DEVONSHIRE WRITE/]f8B-Q LEVERS m WTCI FAUCET SET SELFC1101G pl EAST MASTER BEDRY. 3-0 V 6- ND PRIVACY ST BROSGD ORGIIM 1 3 SOl1D CORE NNE Y-1�S 20)INTERIOR WALLS CEIL.IN6S R INTERIOR WOODWORK ro BE PANTED W/'SEMUAINN MOORE W/P OMER t 2 COATS OF NDSX 202 CL 2 1-10 a 6'- wo CLOSET SET BRDSCO ORGAN+] SOLID CORE POE M-lam DOUBLE DOORS KOHLER CACHET TOILET SEAL/WRITE CL 2 1-10 a 6'- T T BROSCO ORDAIN 1 3 SOLID CORE ROLE Y-1053 DDIJBIE DOORS 21)EXTERIOR PL DECKS STAIRS!1REL115 m BE YAHOGAIIY SINKS -KOHLER DEVONSHIRE WRITE/23M-0 20A SHOWER 2'-6'V 6'-8' OL i A55 DOOR W COED SIDE R TRANSOM PANEL POLISHED ALL EDGES 205 VASTER SLAM RM. 2-10 a 6-8' PRIVACY T ORGAR 1] SOLID CORE PINE M-1053 22)FIREPLACE NEMM R SURRWMONG m BE(ANTE W/WO.MANTLE R TIAI w/FLESH HHEARM 7D w0.R FAUCET-KOHLER ANUGHE SER3M POUSEED NICKEL 6-PRONGS 8 SPREADS 205 CL 2 1'-10'.6'-e' T T SOLID CORE ROLE Y-1053 DOUBLE DOORS TOWEL BARS,HOOKS,TOILET APPER HOLDERS BY KOHLER ANTIQUE SERIES POLISHED NICKEL(PROVIDE ALLOWANCE) 207 CL' 3-0 a 6BND CLOSET YT 1 J 'SCUD CORE POLE Y-+DST,VERIFY ENACT HEIGHT 23)SCREENED PORC+R STAIRS TO BE I'PDOMYLVANA BLDE STONE TIIB- KONLER NNTAtE.FREE-STANONG't-70D-0.K-711E-0 CERAMIC BASE.WRI1F 208 CL. 2 V-10 a W-6 T T I] SOLID CORE PIKE M-1053 DOUBLE DOORS. EXACT HEIGHT 21)PATIO m BE 1'PENNSYLVANA R,m$TONE.THERMAL FNISL OVER STONE DUST ' FAUCET-KOILl7t ANl10UE SERIES.R'OL151ED NICKEL 6-PRONG HANDLES-B SPREADS 200 C.. 2 t'-l0'•6'-6'w0 CLOSET SET SRoseO 1 3/8-SCUD CORE ROLE Y-TOSS DOUBLE ODORS. _ ENACT HHDONT 210 GDR BEDRW 3- a 6-8' ND PRIVACY SET BROSCO ORGAN 1 3 SOLID CORE PINE Y-1053 SMOWERt�-MANSCROME AXOR POSHED NICKEL 1 CL. 2-6 •6- T T BROSCO ORGAN t 3 SOID CORE POE Y-io5T ImeO-Permil 17 Nov.• 25)EXTERIOR STONE WALLS m HAVE 2'PDOIMVA1 A BLUE STONE CAPS,THERMAL FINISH 212 CL. 2•-6'•6•-I' KID CLOSET SET BR05C0 ORGAN 1 3 SOLID CORE ROE M-IOW 213 BATH RM. 2-1 V 6- WD PRIVACY SET BROSCO OROAO 1 S SOLID CORE POE Y txm 166UeO-Permit 13 Nov.' 26)EXTERIOR STONE WALLS TO BE NEW ENaAND FIELD STONE(MEDIUM SIZE)(2/'HIGH a 24'WIDE) 214 SIONEIt 2'-6 V 6-Ir S CLASS DOOR w FIXED SIDE t TRANSOM PANEL POUSXEp ALL EDGES ` 215 SHOWER 2-6 .e- ] GALS DOOR w FLED SIDE R TRANSOM PANEL POLISHED ALL.EDGES Ie6ue0- Pr1CTng 11 Sept.' 27)EXTERIOR COLUMNS TO BE ROUND PTD.PRE-CAST BY FYPON 216 BAN RM. 2-1 V 6- WD PRIVACY SET BROSC) ORGAN 1 3 SOLID CORE POE Y-1051 217 CL. 2 Y-6'V 6•-B' WD CL T SET BROSCO ORGAN 1 3 SOLID CORE NNE Y-t051 DOUBLE DOORS Rev,6ion6: Dote: 2 e SEDAM. }'-0'a 6-B' WD PRIVACY SET BROSCD ORGAN 1 3 SOLID CORE ROLE Y-1053 NOTES TOIL SECAL7IES 1 LAUNDRY CL. 2 ]-0 V 6- BRDSCO ORGAR 1 3 Sol1D CORE PINE Y-1D53,DOUBLE DOORS W RVp POCKET HARDWARE BY HAErEU 2p$GUN MASTER BEDRY. ]'-0'V 6-B' wo PRIMACY SET BROSCO oRGAN 1 J SOLID CORE PINE M-to53 CON DROOL CAMP 1) (STALL N CLOSETS 3/4'KARNID.VENEER PLWM.SHELVING W/WD.1 1/4'WD.NOSING APPLIED TO AL EINOSO EDGES 221 VASTER 8A1N RW Y-G a 6•-0' CL PRIVACY SET BROSCO 1] SOl1D CORE PANE OM OS] HOUSE 2 SLIER 2'-6 a 6- 3 GLASS DOOR W CUED SIDE R TRANSOM M PANEL POLISHED ALL EDGES 2) INSTALL M CLOSETS 1 1/A'GA1._FR WD.POLES/AOOELS 3 CL WD T SET BROSCO ORGAN 1 3 'SOLD CORE PINE M-1053 22A CL 2-6 a 8- WD CLOSET SET OR. ORGAN 13 SOLID CORE NNE M-1053 - 225 CL. 2-6 a 6- T T BRo5C0 1] SOLID CORE PIKE M-1053 NARBORWEN STREET 'd 3) PROVIDE AN ALLOWANCE FOR A M01E SECURITY SYSTEM. 226 ATTIC ACCESS DOOR WEST HYNMSPORT.MA ' A) PROVIDE AN ALLOWANCE FOR INSTALLATION OF N-WALL VACUUM SYSTEM BY ELECTROLUX. FINISH SCHEDULE 5) PROVIDE IRRIGATION SYSTEM. BASE Q&HFOjT REMARKS NT UNFINISHED INSIUATION NOTES 1) RPRO VIDE Ffi) G WALLS INSINUATION AS FOLLOWS- R-]0 O-19 IN EXTEMO 101 COVERED PORCH WD. - - WAD. TO - R-30 IN CE ABOVE GARAGE t SNDY W0. wD ro. GWB.WD wD. TO. CATHEDRAL R-1W N ALL ABOVE FIRS. 10]LIVING DUNG RM, w0. rD m. aWQwD GWB,WD -It 1/2 R 10'-2/ R-30 SPRAY-AN NOT ROOF INSULATION O CATHEDRAL CLGS I SCREENED PATIO S1T1NE - - WD. YG -B-11 1 IQS PATIO STONE - - 2) PROVIDE 6 MIL BA POLVETHELENE VAPOR RRIER ON INSIDE SURFACE OF EXTERIOR WALLS!CER1N0.5 106 WEST ENTRY RIMER STONE STONE am/Pm.. ro. g-11 1 R T-10' 1 7 POWDER RM. WD WS GWQWD GWR m. -11 T _ >) PROVIDE ON ALL EXTERIOR MALLS'IYVEIK'ON E0. , WEST MASTER BEERY. w0. IND. GWB m. M. Y-if T R 10•-2 1 ' IW NEST MASTER BAM RY.STONE STONE Gw8•WD GWB M. -11 I AU.FOUNDATION WALLS ro BE OAMPPRODFED W/WTUTRNOS"TERM FROM BAY ro 2'BELOW FINISH GRADE 110 KITCHEN FAMILY RM. WD. W0. GW9 M. GWB ro. -11 1 R 10•-3 1 > 11, EAST ENTRY FOYER STONE STONE GM TD. GWB lip IF-11 I 5) PROVIDE I I/Y BLUEBD,INSULATION UNDER ALL CONCRETE SLABS ON COMPACTED BAY 11J LAUNDRY RM CLER.TILE CE TILE ERR.TILE G B TOO. ,CAB TTDD. W-r IN POWDER RM. CER,TILE CER.TILE .10 awe m. r-A' 115 GARAGE CNHG CONIC. Gwe M. GweJPTb. t2-6 ELECTRICAL NOTES 118 GARAGE CONIC CONIC. Ows TO. CATHEDRAL - 1) PROVIDE LUTRON SYSTEM FOR SINTLSffS - DOOR,WINDOW, 2) PONx ALLOWANCE FOR ALL ELECTRICAL FIXTURES SECOND FLOOR FINISH SCHEDULES xN EAST MASTER eEORHM. S S 6WWWQWo� m. CA CATHEDRAL &NOTES EAST MASTER BAN RIL STONE STONE HEATING/VENTILATION/AR CONDITIONING NOTES 203 STORAGE WO. — GAB TO M. CATHEDRAL 2D4EAST HALL WAY w0. WD. cWe m. m. S.A.ARCHITECTURE • 1) PROVIDE NATURAL GAS FIRED EQUIPMENT FOR HYDRO-AR SYSTEM W/13 SEER - SITTING AREA CORP. W. WD. GWB TO. GWB m. aJ-A' 2) PROVIDE ED GALLON INDIRECT HOT WATER HEATER PIPED FOR MAX RECOVERY. 2m Grftlft-S SAMBEGRM' CE �. aWe m. uIB m. 6•-A' 2 GIRL BAM RW CER mE IDEA.TILE WD GWB m. -A ArHUYileclure,PlmAning,Interior Design BOILER ro BE SIZED ACCORDINGLY. Bo BAN wD. WD. GWB TO. GwB TO. -A SSA D'mDeRF HigA1roX P.QBm 1988 BOYS GAM RM. CEP.TILE IDEA.TILE HID 0W9 T. B•-A' OIemUL MA 026ST 1-(�)2/0-5657 { 3) PROVIDE M.5 ZONE HEATING/COOUNC SYSTEM. LAUNDRY CL CEP.TILE TIER.TILE Gwe m, KRWB m. B-A A) PROVIDE AIR-CONDITIONING N ALL FINISHED SPACES. 1 WEST HALL WAY WD. WD. GIe m. ro. CAMEORAL +f 212 WEST MASTER BEORIL AD. OD. GWW ro. GWB m. CAMEDRAL As Noted SCOW S) HVAC SYSTEM SHALL BE DESIGN-BUILD ACCORDING TO ALL 51R1E ALL GUIDELINES SET BY A . WEST MASTER BATH RW SlOME STONE GWQWD GwB m. CATHEDRAL 7 N.,d-:.A\ 1 .14 Date: GARAGE cow LAUND. POW GARAGE MECH. CL. BATHE RM. RM. RM. EAST MUD RM. STAIR FOYER imm BATH. ® M STER RM. KITCHEN/FAMILY RM.. I / ® B DRM. H C� BOYS /BATH FBATH GIRLS BEDRM. RM. RM. BEDRM. _ MASTER v GRoovE saw ac.Pro. BEDRM. � EAST „ POW.RM. ENTRY � FOYER SITTING ® ® COVERED PORCH BREAKFAST RM.. COVEREDLrAPlc WEAD eo.aa.Pro. PORCH IUPtF BEAD mcm.Pm. WEST ENTRY FOYER STONE PATIO WEST ,DS STAIR OYER . !'� ® IeaueE-Permit 17 Nov.'O6 issued- Permll 13 N".'06 Imued- Pricing 21 5ept.'06 Revisions: Dote: ® V GROOVE CEDAR CIG.,Pm. BAR�,PTD- � _ HOUSE 2 CAMP MASTER ® (» ® ® W HARBWM STREET BATH RM. ,WEST IIYAAeW"T,VA I COVERE SCREENED PORCH LIVING D NING RM. PATIO - MASTER BEDRM. Rp O r FIRST FLOOR REFLECTED CEILINGPLANFIRST&SECOND FLOOR REFLECTED STUD E BEAD 80=1 Pm. CEILING PLANS S.A.ARCHITECTURE Architecture,Pim,ning,Interior Design S5A C—b-y H'gh-% P.D.B.19BB OAl MA 02653 Eoe(508)2�5597 3/,6'.,-o' ,17N. m6 A 1 . 15 Dot. GARAGE LAUND. POW RM. RM. 6 6 INS, _ GARAGE o _ Off- iAUD RM. ro WS1TM7 B n u D ♦ o*� se ELECTRICAL & LIGHTING SYMBOLS • ns oL3 _ - 3 B SMOKE DETECTOR/N,OTOELECIRMC HARD WISHED - * S S. .. Oro SMOKE DETECTOR/IONIZATION • OL5 3 CARBON MONOXIDE/PLUO N LIMITS MAS ER KITCHEN/FAMILY RM. -® 6 NEAT DETECTOR BED M. 1 + _ g O NEW DO■NUDNT Dl3 a, • POW.RM. DoDL2 - IL2 REF - aD.PLAN S WALL WASHER 0- MALI.SCONCE O2 013 O] DL, ® ®EAST COVERED SEW PENDANT/CEX■C KING LIGHT MTURE ' 5EE 5E ENTRY PORCH AL.NEW SIIWACE MOUNTED CmDLD LIGHT KMTURE FL RLF� _,, ® - FOYER - PLAN Du BREAKFAST RM. COVERED CL LANDSCAPE,UGHroro/6R011O PORCH C6 LANDSCAPE IJO,TNO/UONT POE WEST ENTRY a RCTuXE LIGHTS FOYE + �+�TRAM LIGHTING . YC MINDER CARNET UORT E■I11RE 0. CONT.COVE LIGHTING . IeaueE- P—It 17 Nor.'06 OL2 0-13e'ti ODuBIE FLUOR.WALL Yro.i1X71WIE,SWITCH TO ODOR �( ImueO- Permit 13 Nov.'06 • - INS -1,1 Pl COL04 TAN/WINE OILY I■eue0-Pricing 21 Sept.'O6 - ' DUPLEX RECEPTACLE Revisions: DOW ' S"p a+ -'' OS DOLIBLE OUPIEX RECEPTACLE- MINE SnITCHED CONDRON CAMP %DORBLE MOM RECEPTACLE HOUSE 2 - 4&,ORM RECEPTACLE 66 HARBORNEW STREET �LIKVI G/D NING RM 0 moos,wuNTm RECEPTACLE NEST HYANtaSPORT'WA COVERED - + - SCREENED ELECT.OPERATED WINDOW TREATMENT PORCH PATIO qV mEVL9w+KCK-ONi CABLE J# EA4dIPUTER STATION 1 q"SwmO S16 WOOER STEREO SPEAER/CL.G.Y10. , a1 SIX) M 4SPA RE LL STEO SPEAKER/WA YTD. - us _ - -Q TELEPKONE JACK-■WIRE � FIRST FLOOR REFLECTED CEILING PLAN ® RECESSED EX+A,ST FAP+ALI■+T COP.FOR ® RECESSED EXHALRST PAN SURROUND SOAm N GMAT-N R♦ 75 �♦ � RERYOSTAT--AC STUD FIRST FLOOR { $ro" LIGHTING/ 1D SWITCH ON OWNER ELECTRIC PLAN �3 3 MY SWITCH S.A.ARCHITECTURE .WAY SWITCH Architealuro,Planning,Interior Deign 1988 TS S MY SWITCH D'IWM.MAUIOi) IOC(SDB)240-5597 ' TF EXHAUST FAN SWITCH 0 scaim 1 .16 II t'M'SURFACE Yro.TLUORESCENT tIOK,T FIXTURE 17 No,mKlber?DPI ` • Dots s MASTER #. BAH RM. MECH. CL. DLt Du BLS BL3 EAST DL2 Du STAIR FOYER ® m DL. DL. BATH BATH MECH. RM. RM. RM. a C91.2 OL P C� 9 Dlso oBL2 CATS TEL a . . DIA u BOYS ' / GIRLS BEDRM BEDRM. _ ® S7 ® H OL2 MASTER TEL — — _ "5 _ —— — —— BEDRM. STORAGE ° STORAGE RM. RM. MEC ` - Oun RM. % u O 2 Du m N O 3 ELECTRICAL & LIGHTING SYMBOLS DA„ O SMOKE DETECTOR/PXOTELECTRC NARCISSISM e % SMOKE DETECTOR/IONIZATION SITTING CARBON MONOLOOE/PLUG IN UNITSAREA LIGHTING SCHEDULE , o TYPE - . 6 MEAT DETECTOR - • O RECESSED DOWNL04T TYPE T LIGHTOIER KMl1. O NEW DOGHT - OLI CATALOG 0 7790 DID LENSED DOMNUGHT-EXTERIOR WET LOCATION - _ DO MISS VILEST �- RECESS _CAED DORWLJL7IT TYPE x T�AWG 0 375 WHX LYTEPOINTS BASIC BAFFLE 300 SERIES-INTERIOR LOCATION TOLIE C WALL rASMEa STAIR FOYER O RECESSED DOWNLXOLIT TYPE 3 - LIGHTOUER - MITI DL3 CATALOG 0 325 WHMK LYTEPOAITS ADJUSTABLE BAFFLE-INTERIOR LOCATION - - . CN WALL SCONCE ® ® o. RECESSED DOKNUGXT TYPE. LNHTOL IER llST OL. CATALOG 13D8 WINK LYTEPOINTS ADJUSTABLE ADAUSTABLE PINHOLE-INTERIOR LOCATION p NEW PENDNIT/CDUXG HUNG LIGHT FIXTURE O RECESSED DOMNGXT TYPE 5 . UGTOl1ER OL5 CATALOG A 375 WNX LYTEPOwTS ADJUSTABLE ENCLOSED-DOOM LIGHT WET LOCATION X T NEW SURFACE MOUNTED MUNG LKHT FIXTURE O� WALL SCONCE TYPE/ ONION LAMTETO BE CTED RNN BRASS/MEDIUM EXTERIOR WET LOCATION o NEW SURFACE MOUNTED UTILITY LIGHT FIXTURE OH WALL SCONCE TYPE 2 TO BE SELECTED 3 OLS ON 62 ONION LANTERN MAW/SMALL EXTERIOR WET LOCATION q LANDSCAPE LIGHTING/GROUND O' WALL SCONCE TYPE 3 TO BE SELECTED u MSS wreBdH lP LANDSCAPE LIGHTING/LIGHT POLE MASTER �KBa WALL SCONCE TYPE. TO BE SELECTED IN DH PICTUE LIGHTS BATH RM. ® ® ® WALL SCONCE TYPE 5 TO BE SELECTED,Im INTERIOR OH WALL SCONCE TYPE 6 ro BE SELECTED W56 me 165 INTERIOR TRACK LIGHTING - TO BE SELECTED C e O ® 67 WALL SCONCE TYPE 7 O IRIOER CABINET LIGHT intlURE - w LOCATION UC Du Dl.x � WALL SCONCE TYPE B m BE SELECTED wToeort RE, LOCATION STORAGE RM, CL CONr.CONE uaHTINIO a � 8 36'CL DOABLE FLUOR.MALL YTD.FIXTURE•sBTGH TO DOOR CATV PENDANT/CEILING HUNG nxTURE TYPE T TO BE SELECTED . q CEAOIG FAN/MORE ONLY DO2 PENDANT INTERIOR /CERIHG RUNG FIXTURE TYPE 2 m BE SELECTED Issued- Permil 17 NOY.�O ' INTERIOR Issued- Permit 13 NOV.'06 C C)- DUPLEX RECEPTACLE ® ® *3 PEFDANT/CEWNG HUNG FIXTURE TYPE 3 TO BE SELECTED INTERIOR . MASTER euHHi- Pricing 21 Sept LBtE DO oNmLEXX RECEPTACLE- HALF BOTCHED HUD nXTUK TYPE A TO BE SELECTINTERIORR O BEDRM. A. OL ' INTE RIOR erisiona: Dote CH. RM. DOUBLE DUPLEX RECEPTACLE A _ ♦ k5 PEFDANT/COD HUNG FIXTURE TYPE s TO BE SELECTED INTERIOR - D OL PENDANT/CEGING ORIO FU TYP TURE E 6 TO BE SELECTED CON IRON CAMP ,DRYER RECEPTACLE - ® - INTERIOR ® FLOOR MOUNTED RECEPTACLE HOUSE 2 SUFACE YOUMTED/fFAAFG nXTINRE TYPE T ro BE SELECTED INTERIOR OB FIAR80RNElY STREET G ELECT.OPERATED WKOwF TREATMENT SURFACE YOUNTED/XZRwG FIXTURE TYPE 2 TO BE SELECTED INTERIOR WEST XYANISPORT.W 7f SURFACE YouNTED/cEUNo FIXTURE TYPE 3 BE SELECTED TELEVISION JACK-CONE CABLE - T4L7 INTERIOR . SECOND FLOOR LIGHTING / ELECTRICAL PLAN 9NRFAOL MaNTED/auNc FIXTURE TYPE. ro BE SELECTED I, OLW7ER STATION 2 INTERIORS A SURFACE YOUMTED/CFiBG UTILITY FIXTURE qU,STEREO SUB WOOFER X CELING FAN TO BE SELECTED - EXTERIOR WET LOCATION /Msn%O SPEAIEa/CLO MTD. ® RECESSED EXHAUST FAN PANASONIC - LANDSCAPE LIGHT04/GROUND TO BE SELECTED K��STEREO SPEAKER/MALL WED. - Q EXTERIOR WET LounaN ' --tl TELEPHONE JACK-a VIBE CLP LANDSCAPE LIGHTING/LIGHT POLE TO BE SELECTED TEL EXTERIOR WET LounoN UNDER UPPER CABINET LIGHTING m BE.SELECTED _ ® RECESSED EXHALIST FAN/UGHT UC P-I CLOSET LIGHTING TO BE SELECTED / 1 BASEMENT LIGHTING / ELECTRICAL PLAN ® RECESSED EXHAUST FAN O T..woREscENT CEKRD FIXTUE TO BE SELECTED THERMOSTAT-NVAC - MICH #, SOTON GH DDIN� BASEMENT E]AE�(S[EM IIE�'NT�L& #3 3 MAY BITCH ERR V fl 1 MCI G�[]t ELECTRIC PLAN e #` a WAY SWITCH S.A.ARCHITECTURE # 5 WAY SWITCH AmItileclure,Plonning,Interior Design S #F F TOS EXHAUST FAM SWITCH ans.MAMA 02653 FOX(508)240-5597 I� 1•.4'BI%ADE Ym FLLXXTESCENT LIGHT FIXTURE SS�•� 1 . 17 . 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BELOW BELOW (FLUSH) 0 w o M Q J. ^W W ..i2 m.�'I m F (2) 1 3/4' x 11 7/ L E M x 0 (FLUSH) x r` o� No v o rn ^W W` M W W um m m O W w G CDC(_ p Culp Q M w a2 'W W D m m O 00 IAJ o m 11 7/8" TJI / PRO 560 JOISTS �` r cv N X W 6. a � J 6 O W W m ( s 1 3/4" .x 11 7/8" LVL BEA � `X w a ❑ Q C] _^ _^ (2) 1 3/4 x 11 7/8" 30 0 MCA M, LVL BEAM ,m 0 tj O N m io � + NQ NQ r K) LJ W - O O ..2 ..2 �, 6L (3) 2x10 LAX r, +OF, �p HEADER BELOW (3) 2x6 HEADER BELOW 4-0" 46"y 7'-0" 4'-6 9/14 2006 12:43,:49 PM, Xerox 8830 hdi2.pc3 0NDR0N2GL02eng.DWGl / µn .. J i ■ - I :�■III i�lll �-1,5�11 .. .. 1 .. III ., I!�i•�1E, - i®iii ' - 1 1 1 j 1 t �' ol C 4 CA cD cp x 3'-5y„ N v r r r _ r rn m f D m D 9 TJI / PRO 56 JOISTS 9 1/2 TJI / PRO 560 J STS OOOOF 4 .. y , 0 N Z x= x' cn - - rn - D .P �- r (D D mac,, Z �� m (�) 1 3/4." x 9 1/2" BEAM o , o 9 1/2"" TJI / PRO 560 STS r� W Ln z X O 1 3/4' x 9 1/2" LrEx�X �o D W r11 m Z \ N N N m r . i I - I I • '� i_ 'I I I' u h �la ' � I • I� „I ,j ■ . . - : WMA361 ffm Iva • - -. - V). ` 1 df�'c`�y (3) 2x10 (3) 2x10 (3) 4M .(3 2x10 HEADER HEADER HEADER HEADER — L BELOW BELOW. �j� BELOW V BELOW HEADER 3 A 2x6 (3) 2x6 �y (3) 2x6 (3) 2x6 0 (3) 1 / ' x VL BEY11 M (FL S ) E DER HEADER HEADER HEADER BELOW BELOW o BELOW BELOW / 'n 3 " 8' LV EA ( LU H) a a N � y a � 11-100 Lo i/ oCN o0 cmxvo3 J ( 3/ Lx ^a o ^a o I A r,) ww ,oww ( ) 1 3 4" 8' L ( L r 41 `.= CO ril '' ( 1 3 4" x- 1 8' LELAIL( U H) 11 10 0 (3 2 10 HE D LOW (3) 2x10 HEADER (3 2 6 EALEF B OW BELOW . (3) 2x10(3) 2x10(3) 2x10 3 1 3/4" x 11 HEADER m HEADER HEADER HEADER 7/8 LVL BEAM BELOW N o ca BELOW BELOW BELOW (FLUSH) , c1 o O. ci o o (3) 2x6 (3) 2x6 (3) 2x6 2 1 '3 4 11 7 L E M QJ aJ ( ). /. / ^ HEADER HEADER HEADER o w n w_ w w _ n (FLUSH) ro .�= m `.= m .BELOW BELOW BELOW,. A w x w } 3 n d Np0 Np0 �✓ } ^QJ QJ. r .M�2 m ,=m 3 (2) 1 3/4' x 11 7/E L VL 3E M ~ ' (FLUSH) o ' Xw � 'x O i ^ww ^ww 7 m to m x' c 00 x x oop N00 8' L ( LU H) N Q � �a � ( ) 1 3 4 ,^ww ,.e) ww `.= m �= m r II x 1 8 L A ( LU H) (3 2 10 HE D II (3 2 6 E E (3) 2R HEADER HEADER 7/81 LUL4 BEAN - --- � N BELOW BELOW BELOW (FLUSH) ul) 0 30 ; ,o 3: (3) 2x6 (3) 2x6 '(3) 2x6 (2) 1 3/4 x 11 7/ L E M -' a -j .•< -i HEADER HEADER HEADER O rjww MWW (FLUSH) ..= m -�= m BELOW BELOW BELOW ow mw � t, W N0O. NCO ^Q J �Q J \ WW MWW' . .Mi2 m t ~ 2„ 1 3/4' x 11 7/ L E M • t .. , (FLUSH) x w 3 X w 3 y "no NQO. „ f Ww ,^ww , 2: CO El o W w m LoW COQ' ND . N o M w ..2 LLJ m m M1r 0 00 0 00 11 7/8" TJI / PRO 560 JOISTS cp W N O cv N x . W M W G c �= 4 IN. M M i. o v 6 J W ' w m q t co ( 1 3/4" x 11 7/8" LVL BEA m. 0 N wp Q �_ M w m (2) 1 3/4 x 11 7/8" 0 LVL BEAM w w ON ON m , m Mx ,mx Go WO p Np CD !*7 /T7 N O u� tiFJ? o +�0 9 + �� �o O F `,y1 PQ lb L <y (3) 200 Fop HEADER BELOW (3) 2x6 HEADER BELOW ` 0NDR0N2GL02eng.DWG, 9/14/2006 12:43,:49 PM, Xerox 8830- hd i2.pc3 �5.��� �c�ey SOII. LOGS - DATE:5/19/2004 LEGEND � :. P 10,711 EXISTING PROPOSED ENGINEER: BOARD OF HEALTH AGENT i • • 0 Stake do Tac Set/Found p Steve Wilson P.E. Dave Stanton o Mag Nail Set/Found - � � < .-o •- n Concrete Bound . . ., w TEST PIT TEST `PIT ® Gas Gate ' • ,-� a Ga. .S.E. 97,Of Electric Meter - ... m Electric Conduit -� 0 A Water Gate ,tea - _ .; .... P San Loam ', dYWater Meter • , ., snE q9.3- 6' 10 YR 3 2 .,� .► -0- Utility Pole f . ..:. . � '' R ...»-, ,�"�" - •-, . � 99.4 B � Contours 200x00 Spot Grade . ...'* ' _ /�� I n Sandy Loam wk< . 'n• * _ m w Test Pit -13 yeh • • / 99.3 •- 15 10 YR 5 6 - g9 '� Y Concrete F so = C . < 9 o � Canc � � x2s.2 �o EP Edge of Pavement �8.9 0A�EL _ m Medium Sand BCC Bottom of Concrete Curb - - 10 z 48 YR 6/4 _, F.F.E. Finish Floor Devotion E`8 I LLE AIZ' •- 98,9 99•0 9s. n. C IP Iron Pipe - 99.1 -x 100.1 - , A 9 - - _ t".ex '_ -- _ •2 Gas Line -w w 99.2 - - Medium Sand/Fine Grovel LOCUS MAP j`il x� \ q x9 - _� '�'•R - �98:7 Water Line -o a - rs1. -8.9 ,•0 _x, .A,L ` ` 99.e 132" 10 YR ,6 4 1~ - 2000' : \ � UP #24C-5 �� x99 98.9' �r a VE•NV.- / 1 / E i i 30 1. - _. - 40' - 98.9 _ _ x� U .3 _ o �� \� �j,►' x-- 99.6 PM 0 60 / cv/ / 9S•.. 111\\\ a 6,7 <.: 98,5 °� RATE- G2 MIN IN 'r L / 1 x- -w DESIGN SCHEDULE ELEVATION 99.a /��;`� 16 99.2 �� 99.1 99.1 ._ 8.7� UNABLE TO SDAK 1.63 x f x G Rq TOP OF FOUNDATION 100.0 E LS" 99.4 w; 1✓ i ''VEL'g9,6 \ x ( rrc S �-- 98• x9 SEE PLAN BOOK 160 96.3 y� '` SEWER INVERT AT FOUNDATION F�,44� STO, f 81'OO qg• E' S PAGE 19 TO nX RED 9s 7,yi No C0r7- 4 ;� 56.29 TD NO WATER ENCOUNTI INTO SEPTIC TANK 95.7 / ! Usc qG - 1 9,5 INTERIOR ANGLE / a x F fi /V E/ 99.2 SEWER INVERT ZONING DISTRICT: RD-1 1 1 9.5 .E ,6 oq r \ \ F SEP11C TANK 95.4 Qq \ s 99.3 s c. .�U 31 SEWER INVERT OUT 0 /99. /, 8 TIN \ `��- 99.1 . 94.8 OVERLAY DISTRICT AP (AQUIFER PROTECTION) / -- 40, SEWER INVERT INTO DISTRIBUTION BOX 9 a 99.= \ Q9.5 \ ca •6 , � � 9 T BOX 94.6 . 60 t�, ` , Leachln Area Requirements SEWER INVERT our of DlsrRreunoN MINIMUM LOT AREA. 43,5 ( \\: L:,, ) �,r- .:_ 100.0 ,. l� 2 1 INTO LEACHING SYSTEM 94.0 MINIMUM FRONTAGE. 20 W \ �-� > P , �p -'rg8.s 99.3 / _ SEWER INVERT . 1 R ,..- , ! >E - 5 BEDROOMS AT 17Q GPD BEDROOM - 550 GPD MINIMUM WIDTH. 125 w / 9.9 0 9s.3 9s. i BOTTOM OF LEACHING TRENCH 92.0 1 / , ;',' 3F3 2'. it -�..� • 1 . w ? ..• s -� 86.5 _ 10 / v ^ti 9..e , AA! f �, , NO GARBAGE GRINDER WATER TABLE NONE OBSERVED AT EL. FRONT SETBACK - 30 SIDE do REAR SETBACK v ^ / '(� ", s . TO, D U, tS PROPOSED F, ,�. . Q7y �. ': ': _ x. '`v�l i RIVEWAY ' 48. / CLASS 1 ^ - . > , ) G ,: :., - _ D ., PERC RATE 2 1 MIN. INCH ( ) LOCUS PROPERTY IS SHOWN AS. J t . a ASSESSORS MAP 245 - PARCEL 1 :, 97.2 ,�v �� tx.� / /'• / f y / �✓ �o TAR = 0.74 GPD S.F. Yol. LOCUS DEED. /, ^ 0 3 �r ' DEED BOOK 18,352 PAGE 174 / W //, / / :00109:2 ' /wA a i .o �uAlc. 98.E MIN. LEACHING AREA OF SAS. . 2 acy� 3 SLA 550 GPD/ 0.74 (PPD/S.F: = 743 S.F. MIN. PLAN REFERENCES. /o / '9c �� -BOX I N 91 / ✓ o / e �/ t) 8 LOCUS. LOTS 352, 353, 354`dt 355 PLAN BOOK 34 PAGE PLAN BOOK 187 PAGE 19 / c� , / w `\ �. �p 36•�� PROPOSED SYSTEM I .4 ,.,� r OOD,:. , ,,TEST PIT ;.,,• ,. - / PLAN BOOK 299 PAGE 30 1 I 7 k �, r AN , '=3 ti SIDEIN4LL '(48+12)(2)(2) = 240 S.F. PLAN BOOK 302 PAGE 6 \� 1 0,0 / ».f y>Os 96.3 GENERAL NOTES �1.� �/ \ c. 11 . PLAN BOOK 160 PAGE 19 / � \\�,J.�' � /'` ,.�'Oc' ' r � , �•i,�A , � BOTTOM 48 X 12 - 576 S.F. "ti l 1 < � i.7 ;. +s 9 . 9 TOTAL - 816 S.F. Q," 9 , .� � 7 a 99.4 r. Clry \4 x96 / INSTALLED IN ACCORDANCE WITH COMMUNITY PANEL NUMBER 250001 0008 D s•4. �6 c / �, x, ,o� A 97.7 / ALL SYSTEM COMPONENTS SHALL BE THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C "`� / 96. // oo� l / / ' / 9s. 97• �)- TITLE V OF THE STATE SANITARY CODE DRIED MARCH 31,1995 AN AREA OF MINIMAL FLOODING ',' / ANY LOCAL RULES APPLICABLE _ i 1 9y x •� PROJECT BENCHMARK DATUM - ASSUMED /� / 1 / �' / / ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING IBM = MASS DPW DISK SET IN LOCUS ® ELEV• 00 ___ --_ e s,> , `� ^til I CB DH FND �, BY DESIGNING ENGINEER 98.3 x 99.E 97.9 / UP #6 y / �• V o ` 7 LAWN D,) ) x97 97.1 / -- 1 ! WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, x ! NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT / x 98.5 �8,4 / 3 / / FOR INSPECTION. , • °CB DH FND LOTS 3 2-355 r16000, / L ' / .....PROPERTY f?WNER. PER_ASSESSORS - _^� N PLAN J BOOK J . PAGE 9 i Z r 98.2 .J HARBOR BLUFFS, LLC w c� s WOCDED h 97.8 - 20 577 t SO. FT. K' 9THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN C/O MARGARET CONDRON *, , �, I R s.9s. wr �.�• d• 0.47t ACRES w �/.Pi P.O. BOX 142 y APPROVAL BY DESIGNING ENGINEER A jA x9�•6 ��` - IP.ON ROD/CAP C� LOT WEST HYANNISPORT, MA 02672 �� '-� i CORNER FND w 2 N/F BERGTHOLDT 9� ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4 PVC., SCH 40 �1 96,9x. x 96.7 97•4 EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING 6 CB DH FND SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5', PER a IBM: CB DH FND 310 CMR 15.255. EL 98.79 (ASSUMED) / LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE 97.6 a UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. CERTIF Y THAT TO THE BEST OF MY KNOWLEDGE THE $ / 97.8 EXISTING STRUCTURES SHOWN HEREON ARE LOCATED LOCATION OF PROPOSED' DRIVES.ARE APPROXIMATE AND IN RELATION TO THE MONUMENTS SHOWN, AND ARE NOT LOCATED SHOULD BE VERIFIED IN THE FIELD. ' WITHIN A SPECIAL FLOOD HAZARD AREA THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. -•ooCo SITE LOCATION RE ED oNAL LAND SURVEYOR DATE �~ 66'Harbor View Street West H annisport, Massachusetts PREPARED FOR Margaret M. Condron 4' 1 , _ ,�-2coC, TITLE NOTE. IF AREA OVER SEPTIC SYSTEM,IS UNPAVED, MANHOLE COVER do w � w FRAMES ARE NOT NEEDED. ADJUST CONCRETE COVERS TO 6 77= 7. _ :� ;. Pro osed House & Septic System ��_ _ >`=-"'>_• .ryas BELOW FINISHED GRADE - - •� • • _ _ ' ' _=x_ -$' 0 4' 12' :c• -�� -y:A.. - •.a? •• .. •� :1i-'.fit _ �Y'•-�- �I, - NYE ENGINEERING & SURVEYIN - BAXTER T.O.F. _ 100.0 I � � TE M PROFILE i AL SY STEM TYP C •48 e ors n Tree rs and Land Surveyors �.. -� Professional E Profes FINISHED GRADE - 99.ot PLAN OF Registered g y - NOT TO SCALE 78 North Street-3rd Floor,Hyannis, Massachusetts 02601 MANHOLE COVER AND FRAME :- (ADJUST TO GRADS PRECAST LEACHING CHAMBERS ' No SCALE Phone- (508) 771-7502 Fax - (508) 771-7622 MANHOLE`COVER 0 FRAME NOTE: IF AREA OVER SEPTIC SYSTEM IS UNPAVED, MANHOLE COVER do FlNlsr•IETi GRADE OVER .TANK 97.Of � FINISHED GRADE OVER 0. Box = 970t F►NISHED GRADE OVER LEACHING TRENCH = 97.st MANHOLE FRAME AND FRAMES ARE NOT NEEDED. ADJUST CONCRETE COVERS TO 6' 20 0 20 40 ?� COVER TO GRADE BELOW FINISHED GRADE .�: 3' min. - FIRST 2' (TO BE LEVEL) 4' SCH. 40 PVC -� 4w SCH. 40 PVC then O 2.Ox ' TYPICAL) O"2.0% oL2' (mi� � , 1 j SCALE IN FEET a•( --- -� 9 (min) Cover Y° - 6' max Cover ' ' 2" PEASTONE _ O 2.O7G _ 4 ScSCH. 4o PVC (max) - =::=: :x >: ,; a• .::r. ' "'•�:''j `. .�_ ti .► , ECTION •. 10 CI TEES .IcNSpTA��LL� - - - _ ��a�>��y�,�app��•• ��ry,��y� /y���� �p� � - _ - .. _..; :��K�'�.:Y�:� :_��-•ti,t{� f t SCALE: 1 20 DATE: 09/14/06 •f r . CONCRETE LEACHING CHAMBERS 12 ,• d-'•-,•'._• f !-.�•7 .�aT+-�-�s w�..i:'•..a. -Lt.-•,�• 3 � Of/.� •' w y 1•J... '._fF�Y �. '•Gi J.:C 1•J•?••t .. •:• w -ram.-^1� �.i i �c .1-• V.•• f Tfi..rr w � •� .. --i' !.._- � w :•j�:��:�:''�i Yt'af'!e••]'`"9' 0 � •w..•r: .:���1'•i.�.�•"• - 1 ', t�T• •.�1�+' 1 - =a' 24 EFFECTIVE �:a-=&, ..:•:.. _r;:• 5� r. Y _ �. `� •.t... :�-- :..,.,. _- :>..__;_...�.,�. �.. -:;:- REMARKS ' 4' Dla Pvc �::.:�, � �= - �•'�~: �-::.:4;.:f~;..•. -.--- dr=• ��:� -4;.=r<::�-�T .,.► :r� •-� WASHED STONE �� �y�, REV. DATE: • DEPTH f-✓• 1{1•+,L'i fa<... � :'S i�••.ii+ •••'L td':Y�y..a•i..��f:a�>-._..�•at •_ �•:si.'::�•;ti Q TEPHEN e 6 CRUSHED :��:, __ • :,.,. :{=r.:.`%�f`�'o t.,+r :•: a -��.J:i •JY:+J:) . „� t! ` REINFORCED STDNE T 12 'a _, .},f__•r_•�: :.:;...��..•<•f ,�+�f :} - ' +� :�:.:;.;�-,...• rt= u 1 .•> O I= I= I= r.Y-` •-aa /•..,•y-.lJ. ..T.�'�[• .•/,•/ ,•i''•.�•.:.ti r• .: .;Z .. _. _: - ', o o :i- .;.- �ry -1- 1111 5 06 Rev. Gara a & Drives �.T✓•.••,a-ln•!'�j:.i7✓- s••_ •t --,•.•a1�••.. •i `` •t•' _ , 12 �.••%:�'r~y' :'�`- y.A.-- ': ' r• L �`/rTt- g , y . SS�ONAt DRAWING NUMBER . EL. -- CONCRETE LEACHING CHAMBER DETAIL - S FLOW DIFFUSER (H 20 LOADING) /�-/S-Z.oa 6 - ht 2D04-031 SP3.dW S. MIN ASHED STONE No SCALE 0: 04 04 031 surve works 2,000 GALLON SEPTIC TANK DISTRIBUTICN BOX LEACHING CHAMBER No Groundwater Observed 0 Elev. 86.5 JOB # 2004-031 +. • S80' 66 7 40"E 9 LOCUS • /� 4 j AA� u s/i Fr'�'rY x`Fa.>�'SE'�.RP, ey j'��.U' .� •••.� ^.�. � \�► h ! '� p3 R 1 `' LOCUS MAP NOT TO SCALE CIV o `aQ o Ng • ANI -�5 N N. 30 4so 00 26 00 W o ti . 00 / CO M0 � N V CV41) O S72•�:4 Or v 106.00, 1 2 �a Q o 2 � w. ��i 01) ,QC, DSO30 7, � P 0 4u oJa° S72.4 jr EXISTING �-,`�, ! 11 30bf SEPTIC SYSTEM<,-- / - •60 n � L \\ � \\ \\ `�s+�`'°�� s�+�G;� " '��\ ,� GENERAL NOTES Qof \ \ /� \ X o� \ X \ <l �y. o / O / INSTRUMENT SURVEY 4 -70Shy pp (� ALL LOCATIONS ARE BASED ON AN X \ & ZONING DISTRICT: RD-1 FLOOD ZONE: NON HAZARD C �� 9 �g C') Q ~� v LOT COVERAGE: l >- � LOT AREA = 37,470 S.F 9 a EXISTING DWELLING, DECKS, PORCES & SHED = 2,320 S.F. 6.2% EXISTING FOUNDATION = 1,001 S.F. 2.7% �ilk TOTAL LOT COVERAGE: 3,321 S.F. (8.9%) N 68 1604,08 \ ' l 281 REVISION DATE DESCRIPTION BY APPR OWNER of RECORD: p / LILLIAN C. W0030• ;h "M l 1504 EAST 31 st STREET FR d ^ l BRYAN. TX. 77802 V O I APPLICANT. LILLIAN C. WOO 3Q �/ )AN �2� 1604 EAST 31at STREET N \ �30 0 /� BRYAN, TX. 77802 �p 2 2 \ w / PROJECT. �� ` CERTIFIED PLOT PLAN CIO W o 1 / 80 KEA SARCE AVENUE Q / CTs�v IN LEGEND BARNSTABLE, MASSACHUSETTS SHEET N 1 of 1 DAZE 7/27/09 EXISTING PROPOSED I HEREBY CERTIFY THAT THE ABOVE DWELLING IS LOCATED ON THE GROUND AS SHOWN, SCALE: As Not ir- _" DWO FILE:KEARSARCE_80_WOO AND THAT THIS MORTGAGE INSPECTION WAS PERFORMED IN ACCORDANCE WITH THE DESIGN BY. DF CHECXED BY. CHRISTOPHER COSTA, PLS TECHNICAL STANDARDS FOR MORTGAGE LOAN INSPECTIONS AS ADOPTED BY THE 50.5 50x5 SPOT GRADE MASSACHUSETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL ENGINEERS, PREPARED BY.• TP ( ) LAYOUT PLAN INCORPORATED. TEST PIT TP THIS PLAN MAY NOT BE ADDED T0, DELETED FROM, OR ALTERED IN ANY WAY BY ANYONE OTHER THAN CHRISTOPHER CO F IATES. Christopher Costa & Associates, Inc. ❑ CONCRETE BOUND (CB) �P�(N A�Sq CIVIL ENGINEERING • LAND SURVEYING • ENVIRONMENTAL CONSULTING SPIKE (SPK) j o O GRAPHIC SCALE �� �� P.O.Box 128/465 East Falmouth Hwy. 508.548.0350 FAX 20 0 10 20 40 CHRISTOPHEfl COSTA East Falmouth,MA 02536 508.548.6424 PHONE UTILITY POLE (UP) 3130E DRAWING TITLE: LIGHT pQ H IN FEET ) CHRISTOPHER COSTA P. DATE CERTIFIED PLOT PLAN WATER GATE (WG) s 1 inch = 20 ft _ I*& ��' WATER SERVICE (WS) �e•, ASSESSORS INFORMATION: PARCEL ID. 225/ 021