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0457 SEA VIEW AVENUE
L� 1-7 , �VE'er Town of Barnstable 0 Building Department - 200 Main Street &UMSTABLE, = Hyannis, MA 02601 639. A��MAM (508) 862-4038 rFD MA'S Certificate of Occupancy Application Number: 89314 CO Number: 20070020 Parcel 10: 138033 CO Issue Date: 02/01107 Location: 457 SEA VIEW AVENUE Zoning Classification: Proposed Use: SINGLE FAMILY HOME Village: OSTERVILLE Gen Contractor: BISHOPRIC, SJ INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Pr P—////07 �'r ild Y Department Signature Date Signed TOWN OF -SARNS"zz-�BLE BIALDING: PERh#1`r - -. PARCEY, ID 138 033. GEOBASE I� -7f-)16 ' ADDRE S 457 SEA V..EW AVENiJE 1?HOA'E OSTERVILL� • z1P .OT 7 BLOCK ,LOT S T-G.E ,. liBA DEVELOPMENT � � � DISTRICT CO _7 PERMIT 8931.4 � DESCRIPTION SIN FAM/5BDP.M/SBATHj�AT'.P�GAR PERMIT TYPE. BUILDR TITLE REBUILD AFTER TEAR1k7WN; ; '.CONTRACTORS: BISHOPRIC, SJ INC` ARCHITECTS: Department of A i-11, (plD , D0 Regulatory Seal%yes a . TOTAL FEES r b�A -• 00 tME t CONSTRUCTIO--COSTS $1 , 1001000.00 � 1.01 SINGLE FAM HOME DETACHED I PRIVATE i� +► ■MMS!!'ABLEV DATE IBStED 2$j005 EXPZitATIO �DATL t IS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, T-I T:-IEFi �'r64 *•8ILY OR PERMANENTLY.EN- OACHMENTS-ON�PUBLIC"PROPERTY,NOT'SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVE-,q aG Ic J!.IRISDICTION.STREET OR Y GRADES AS WELL AS DEPTH AND LOCATION OFPUBLIC SEWERS-tIAY,BE-OBTAINED FROM THE DEPARTM:NT OF PU3 ::'VORKS.-;HE ISSUANCE OF THIS IT poEs NOT RELEASE THE APPLICANT�ROf THE-CONDITIC.L Z NY APPLICABLE SUBDIVISION RESTRICTIONS. MI '-UM Cr FOUR CALL INSPECTIONS REQUIRED \ �..•y. "" ' FOH ALL GONS� APPROVED PLAhe MUST BE RETAINED ON JOB AND �^ i FUC�tIONVIORK: V'IERE APPLICABLE, iiEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT Pi 3TED UNTIL FINAL INSPECTION PERMITS ARE ,REQUIRED FOR ' 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A-CERTIFICATE OF OCCU- I ELECTRICAL,PLUMBING AND M FOR •(READY TOIAIH). i PANCY IS REQUIRED;SUCH BUILDING SHALL NOT BE ANICAL ICAL PLATIONS, ,. 3.INSULATION. '^' : -OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ✓ _ .S�-Y— �� 4.FINAL INSPECTION'SEFORE O,GCUPANCY. BUILDING WSPECT!ON APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL 110PECTION APPROVALS ' lC '7 /3�4 7 3/ IV 6 6 ,73 3 1' -HEATING INSPECTION APPROVALS ENGINEERING,DEPARTMENT90 BOARD OF H ALTH v SITE PLAN REVIEW R.PPROVAL Q7HER: (J� • cry/„ %�� i ` WORK SHALL NOT PR00511 EFD UNTIL QEW,R, WILL BECOME NULL A, 6t[ .'ioto Ir CON- ECTIONS INDICATEL?'.0N THIS THE INSPECTOR IiASAPPRLJEDTHF„ ST^-521CTION WORK ICE NOy ,T'X";TEU WITMIN SIX- BARD CAN B A?-RANGED,FOR BY f. ;VARIOUS STAGES OF CONST�+t{Ur MONTHS OF DATE THE PER&lff IS ISSUED 1$ TELEPHONE ql WRITTEN NOTr,! „k; ti. die'. e� NOTE 90V m TION. y `p 4 Y, t�• , . . �� ., f'� Cam' "n a• ' f, t f PERMIT ' G ♦ • A ' ` ZAlip 4� , ♦' •'.✓'• . � i�. �/_ • �. .��1c� ,.��',-��•�. -.. .•/•6�4'� - 4. �'�'. .._-r ,� �`. a ei.:... '� � .-�' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION QYvi p 1�e l-j U� � Map Parcel 0�3 Permit# �K I Q 4 aC0 dd/ 1 z ` Date Issued 12 -�2 �- U Health Division ��r� � Pr- ° I Conservation Division jzolm �C 2"c or �� .s,,1�, Application Flee 1/6 n Tax Collector Permit Fee /4 S 10 Treasurer SEPTIC SYSTEM MUST BF Planning Dept. INSTALLED IN COMPLIANCE WITH TITLE 5 Date Definitive Plan Approved by Pkese�i-it*/Hyannis nning Board ENVIRONMENTAL CODE A t361- TOWN REGULATIONS Historic- Project Street Address H S2 Si#VIEW IM, Village 051 am)/ Owner N-4--� k\4A) �'' ��� - Address •Telephone Wa 0,- 7U`7',�� I Permit Request Square feet: 1 st floor: existingproposed �`1 DO 2nd floor: existing 1. y proposedq& Total new HOC/ Zoning District Flood Plain Groundwater Overlay Project Valuation�,JCw�4� Construction Type WOOD Lot Size j L] Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family &�' Two Family ❑ Multi-Family(#units) Age of Existing Structure 60 V 5 Historic House: ❑Yes CkNo On Old King's Highway: ❑Yes ❑No Basement Type: ❑ Full ®trawl ❑Walkout ❑Other ti Basement Finished Area(sq.ft.) 0 Basement Unfinished Area(sq.ft) a 6- Number of Baths: Full: existing new Half: existing newer Number of Bedrooms: existing_ new �') C) b Total Room Count(not including baths): existing new R First Floor Room C unt Heat Type and Fuel: Q Gas ❑Oil ❑ Electric ❑Other Z Central Air: O Yes ❑No Fireplaces: Existing .1. — New Existing wood/coal stove: ❑Yes Ca No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:C]existing ❑new size Attached garage:misting ❑new size 6U3 Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ I � Commercial ❑Yes ®"No If yes,site plan review# Current Use S,IM&-L )%A11 Proposed Use - -- BUILDER INFORMATION Name st,Uw Telephone Number 9�v-5) � Address \fy 01 11 1 Y License# —� q 05- `tky)t Lt A - Home Improvement Contractor# Worker's Compensation# MQS \1;L0(12. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO �. SIGNATUREJAAU� DATE b J�� FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL:NO. ADDRESS VILLAGE „� ! OWNER DATE OF,INSPECTION: FOUNDATION . Cj"t f — —(� e7�\ Z—Imo-•—O'?P FRAME i INSULATION �k 7�3►)®� ��- FIREPLACE 0L'\ S ;Z y ELECTRICAL: ROUGH FINAL i PLUMBING: ROUGH} _� FINAL v Qp GAS: ROUA—1 ? FINAL FINAL BUILDING -y 6 A �0 � <-F, � Z � n - m m S - DATE CLOSED OUT r „ ASSOCIATION PLAN NO. 0 As L ?NET°w� r The Town of Barnstable BA LE,MASS. Department of Health Safety and Environmental Services MASS. ' prFO MA'S A Building Division . 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection F`✓. Location Y5 9 S eg r 14r�c- Permit Number Owner Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: PigSPw,t.�. ( Crites 5,D,76e) -Ateis IWSUIQ410 ;� � I Ex A- Jbbf'C IMus4" bf. UVl nk.,4ruc. cl OD 0 e r5 %, n C^rAcf M U, 1� b Zb n#i rC — u'fc d 1--✓.. -t-t`X:VVrcS r--.1~s-� !C`rV5-)-.1 Ie i/ y Max r .se.r- D n 5'6't r -s ��Q hCYSC�:n I/15 a' Please call: 508-862-4e8 for re-inspection. Inspected by L Date I dLf I U I __ The Commonwealth of Massachusetts _�.. - Department of Industrial Accidents x( -_ Office 0/tllYeslfg8U0Os 600 Washington Street Boston,Mass. 02111 s� Workers' Coin ensation Insurance Affidavit name location city 05 1E,Z-v A�F ►M 49� (" SS phone# ❑ I am a homeowner performing all work myself. ❑ I am a sole proprietor and have no one working in any capacity /%"m rx////%% ���///%%///%%%G///D/%/%/%/%%%% pn.em 1 er rwidin workers' compensation for my employees working on this job.:::: <'<aM ' 1x� S Z com v p a f .r X. ou 'QtY' :<•:jj:;vX.iS;:}}iS Si SS:i S%+vSS:%%%:SS}S:%:_: .;.:.; •::?%:S.........:Y:}:}:S•:v:i:} nsura ❑ I am a sole proprietor, general contractor, or homeowner(circle one) and have hired the contractors listed below who have the following wod=' compensation lices: ...................:..:..:................. .............................r.:..........::..:..:,..::,,,,,...v.:... }:.;.. .............. 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' 4:•}:•):;8:t::{•i:'•}:•}}5:�:::v...• ......rn:^::v.::tv:n..:."•• vr.v.nw::. nv{:"•`•Si}}}fin}},:::::::.:v.w.v;;;.,v....., Fame to aecme coverage as required under Section 25A of MGL r5Z can lead to the imposition of criminal penalties of a i ne up to S1,SOO.QO and/or one yp,rs��pr�o,m,estt as weII as ds'ii penalties in the form of a STOP WORK ORDER and a fine of 5100.00 a day against n►e. I understand that a copy o[thls statement tray be fonnrded to the OfIIce of Investigation of the DIA for coverage ver llcation. '.. I do hereby certify under th penalties 0 erjury that the information provided above is truce and cored Date signature Print nsme~ _,J ofliclal use only do not Mite in this area to be completed by city or town official city or town: petmit/licwe q ORundin(]Licensingg ao�� ❑Selectmen'a Office ❑check if immediate response is required _ ❑Health Department contact person: phone fi; ❑Other orti"d 9195 PUA I . o�WE roe Town of Barnstable Regulatory Services i Thomas F.GeUer,Director XAM Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Fax: 508-790-6230 Office: 508-862-4038 Permitno. Date _ AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,occuP red ion, improvement,removal,demolition,or construction of an addition to any pre-existing building containing at least one but not more than four dwelling units or to structures which area adj& ent to such residence or building be done by registered contractors,with certain`exceptions,along with other requirements. Estimated Cost Type of Work: �Y1'� U� Address of Work: Owner's Name: VIM Date of Application: I hereby certify that: Registration is not required for the following reason(s): FlWork excluded by law ❑Job Under$1,000 []Building not owner-occupied []Owner pulling own Permit Notice is hereby given that; UNREGISTERED OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH CONTRACTORS FOR APPLICABLE HOME IMPRG VEMETNTY FiUTNDD RK DO OD RMGL cOT c..142A. ACCESS TO THE ARBITRATION PROGRAM OR U SIGNED UNDERPENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Con ctor Name Registration No. Dat OR Date Owner's Name Vomis:homeaffidav Town of Barnstable °;. RegulAtory Services snnrtASS i Thomas F.Geller,Director Building Division Tom Perry, Building Commissioner 200 Main Street, fjyannis,MA 02601 www.town,b arustable.maxs Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property' hereby authorize: to act on my behalf, in all natters relative to wor authorized by this building permit application for: SUVtiw AN2 Q$MWRr,- (Address of Job) Signature of Owner Date Print Name ' .._,,,,,:n.i,nnaovocvr,rtcATf1N ''�= ✓lie �oanmzazueccll/ o�✓�aeoaclauaet�a BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS O47928 Birthdate: 09/29/1948 Expires: 09/29/2007 Tr.no: 4358.0 Restricted: 00 STEVEN J BISHOPRIC PO BOX 656 411 MARSTONS MILLS, MA 02648 Commissioner lee �omvnzonuieald o� aaoac�ivaelta _« N Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEM ENT,CONTRACTOR,, a� before the expiration date. If found return to: Board of Building Regulations and Standards Registration:. 106141 One Ashburton Place Rm 1301 Expiratlori: 7/22/2006 Boston,Ma.02108 Type: Private Corporation STEVEN J.BISHOPRIC.INC.. Steven Bishopric 1112 MAIN ST UNIT 18 OSTERVILLE,MA 02655 Administrator Not val' ithout sig afore JUL !-J : 5r AM FR SIEGEL ASSOCIATES16172441732 TO 16174220962 P .02 Siegel Associates, Inc. CONSULTJNG STRUCTURAL ENGINEERS 634 Commonwealth Avenue Newton Centre,MA. 02459 voice: 617-244-1612 fax: 617 244-1732 July 21,2006 Mr.Kent Duckham Kent Duckham Architects 320 Congress Street Fourth Floor Boston, MA 02210 RE: L INAL-STRUCTURAL INSPECTION AFFIDAVIT 4�57JSea_V_iew_A_ve-- LOsteryille,MA Dear Kent, Siegel Associates has been retained by Kent Duckltana Architects to perform as the structural engineer of record for the above referenced project_ In this capacity, we reviewed architectural plans, performed structural calculations, and drafted structural framing plans and sketches. Siegel Associates, I-oc- visited the site once durum construction and provided David Chase of Kent Duckhara Architects with sketches SKS 1-3. We made a final inspection on June 6, 2006 of the work to assure compliance with our original drawings and sketches. On July 20, 2006 SAI was informed of the following comments made by the Barnstable County building official. 0 2x4 posts-supporting-double 1-1-7/8"LV-L valley-b-earr are offset fromtheir support_in theme �attic_floor.This condition-is-acceptable. 2. 2-2x12 door header supporting triple 11 7/8"LVL in attic floor framing. This condition is acceptable. On the basis of this involvement, I certify that to the best of my knowledge, information and belief, the specified structural work performed at 457 Sea View Avenue complies with the structural sketches, verbal direction, with the structural provisions of the Massachusetts State Building Code 780 CMR-6, and with accepted structural practice. Please feel free to call if you have any further questions. Very truly yours, SIEGE ASSOCIATES, INC. �M STIV N PA $ SIGL �^ Steven P. Sif, .F,.,principal l "'i �b11 TOTAL PAGE . 02 -+ TOWN O.F BARNSTABLE Building Department - Foundation Permit 9 Date Permit # �!; 9314 Name S. '1--3 t kr,o r Location Z4 s-� C) Insp. of BIdgs. ASSESSORS REF. : Sea�40' Wide) • Map 138, Parcel 26 g 0 o ZONE: N^ RF-1 (RPOD) W Lot 6 Area (min.) 87,120 SF o Frontage (min) 20' Width (min) 125' Setbacks: To z Fron t 30' \' Z Side 15' o Rear 7 5' n447 CB/OH tad FLOOD ZONE: z 0 Zone B, C, A13, V11, & V17 0 Community Panel No. z #250001 0016 D 0 N July 2, 1992 ZE o N J I+ lr OVERLAY DISTRICT: C) 0 AP. - Aquifer Protection District z CB/DH CB/DH As Shown on Plan Entitled Lot 22 "Revised Groundwater Protection N 86'S3"11 Overlay Districts" - April, 1993 Lot 23 �- s4.57' �. i o q, t o ) d Lot 7 C) Q o � m A (b 2 Lot G2 LJ N N- New Concrete Foundation N z ............33:4' tS G 25.8' . _ :.................. .............. :... :..: Z� #457 3z.o' NJ #439 0 Former I certify that the new foundation Dwelling shown hereon conforms to the setback requirements of the Wood 3ulkheod Zoning Bylaws of the town t of Barnstable. sound N antuoket a RICHIRD � R N tHFURUX PLOT PLAN kuyi312 � o �,e IN 9�FESS,o Q BARNSTABLE, N - v dd t�A? 06 (Osterville) NOTES: MASS, DATE: 071FEB106 SCALE: 1"=80' 1.) The foundation shown was located on the ground 0 20 40 60 80 120 160 FEET by conventional survey methods on or between 181JAN106 and 07/FEB/06. PREPARED FOR: 2.) The property information shown hereon was compiled from available record information and Peter& Kathryn Wheeler does not represent an actual on the ground survey. 3.) This plan is not for recording and is not PREPARED BY: to be used for. construction layout or deed CapeSury description purposes. 7 Parker Rood Osterville MA 02655 DWG #: C393_7gl FIELD BY: WHK/JPM (508) 420-3994 / 420-3995fox ASSESSORS REF.: Sea(40' Wide • V) Map 138, Parcel 26 �. o iet, 00 1 (PUbbc) ca s � 4 ZONE: --ice RF-1 (RPOD) UD Lot 6 Area (min.) 87,120 SF o Frontage (min) 20' �o Width (min) 125' Setbacks: o Z Fron t 30' Side 15' N o Rear 15' I #447 CB/DH t"d FLOOD ZONE: Z 0 Zone B, C, A13, V11, & V17 2 Community Panel No. C z #250001 0016 D C N— July 2, 1992 o N W 0 N W J: o 1+ �h OVERLAY DISTRICT: CD 0 AP — Aquifer Protection District d z CB/DH As Shown on Plan Entitled Lot 22 �"d M'" J "Revised Groundwater Protection N sss3'it" w o Overlay Districts" — April, 1993 !_Lot 2J 84.s7' ,. z oCOo U Lot 7 v �' ko t3 b V H Lot C2 j NO N,p 1 y New Concrete z Foundation [254.- .............. #457 32.0 N #439 0 Former I certify that the foundation Dwelling shown hereon conforms to the setback requirements of the wood Bu'khe°d Zoning Bylaws of the town I of Barnstable. 0�k of MNantucket out RICHARD �Cr F �� R. uar+'R�ux —PL-GfPLAN €v Q IN °Arr,=$ Pti BARNSTABLc (Osterville) MASS. NOTES: DATE:20/JAN/06- SCALE: 1"--80' 0 20 4060 80 120 160 FEET ' 1.) The foundation shown was located on the ground by conventional survey methods on 18/JAN/06. PREPARED FOR: 2.) The property information shown hereon was compiled from available record information and Peter& Kathryn Wheeler does not represent an actual on the ground survey. 3.) This plan is not for recording and is not PREPARED BY: to be used for construction layout or deed Ca' eSury description purposes. 7 Parker Road Osterville MA 02655 DWG #: C393-7gl FIELD BY: WHK/JPM (508) 420-3994 / 420-3995fox- The Town of Bar stable 1: Department of Health Safety and Euwiron mental Services t63B ,�� Building Division �,p� A 02601 367 main Street,Hen oface: 508-9624038 Prix: 508.790-6230 PLAN RAW Map/Parcel: U C�3 Project Adiess:A(--)'I Builder: The following items were noted on reviewing: LP � . Ste, , L �-� 1 r� 1? . C- h+- C�Q�1) w �Y J Reviewed by: Date: 21;200 05,00 5084284841 '-i;7EVENURISHOPICINC PAGE 02 11211"max ni'41 fAX 617422nm 'rent uuckham. 9rcaltects 0C1, KENT inre rj Ce tti lc C I R J+sc. All SC13'S�tit (5,-9)42E-4841 December 21,200.9 JpA; —. - Vhftler Residence,457 Sea.View Ave,Oster4le RSA, 4L'93ECi; Foundatac+n Vetttiae;or",A,ZvAwe" > Dear$iil: Pee our recent conljexsaxicm.s xvga. "_l Zone" foundakion venting for the Wheeler R,csidence please note the following. 7C`iae bmcm of all typical fourtdxtion vents,pet Mmachusetss code,shall he areteMion I1.50',or- (3'-6").'%e top of the,base.ent m.ud dpb sUl.re .as mated or the pcull6t m consTimciion drmwings. 10.50',or•(4'4),witkl a maximum.7p'.dgbi dinmee of 12" held ad}aeeait vcu4 al.s,>pc r code• The top of the fo=d atian wall around aIi sides of the garage is to be az ek 11",at 13.083'. 'Ile exteacr plywood at this area shall overkp the ff andation wall is sl2Mn on,the exterior elevat►ons,or as d nxud b3r±c arc}iAmt,and shall be pzes=ure teeated, ® Two ad6ional foundation vent louti-,--s(9"x}.6")shall.bA placed at.the gaffe 3t"e alcove area,' at nc't east ele".uQu Bede. 1_aavefs Sha bE losae4 at a,distekcc of 3`mV ferns edge of the fowidmion to the centcr of the louver. Sottom of louver shell be qpicaL PL-ue feel free to contact me with any questions I S;ncerely., - +s CD 314 coagm„sins $halm,W.42210 1 < N r r17-4U-09sz I mo'' L 06, y r�:�ti. Cy {�ahcvl'Ijc,:a111 j e�S9 IfJ �'1. °' 4; r aSf1UQQC.ykt:^.LCQ97 '�. 7yJ. i�ilT.hlr<�\0�"d•7 txr7lEe}t�1Ch,�:u,bc2s��i12.iY7rnw+:�Ch�+�7d'.:�bishu�recl}l,;to: r Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoftware Version 3.6 Release 1 Data filename: C:\Documents and Settings\dchase\My Documents\REScheck\Wheeler-reschck.rck PROJECT TITLE: Wheeler Residence CITY: Osterville STATE: M@ssachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) WINDOW/WALL RATIO: 0.25 DATE: 11/21/05 DATE OF PLANS:November 21,2005 PROJECT DESCRIPTION: Single Family Detached,New Construction Peter and Kathy Wheeler 457 Sea View Ave Osterville,MA 02655 (Ph)508-428-6349-MA (Ph)860-767-2091-CT DE SIGNER/CONTRACTOR: Contractor: Steven J.Bishopric,Inc. 1112 Main Street,Units 17-19 Osterville,MA 02655 (Ph)508-420-3165 Contact: Steven Bishopric COMPLIANCE: Passes Maximum UA=803 Your Home UA=801 0.2%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 198 38.0 0.0 5 Ceiling 2:Flat Ceiling or Scissor Truss 2641 380 0.0 79 Wall 1:Wood Frame, 16" o.c. 2629 2110 0.0 107 Window:Type A: Vinyl Frame,Double Pane with Low-E 21 0.340 7 r _ ti Window:Type B: Vinyl Frame,Double Pane with Low-E 6 0.310 2 Window:Type D: Vinyl Frame,Double Pane with Low-E 16 0.340 5 Window:Type E: Vinyl Frame,Double Pane with Low-E 30 0.340 10 Window:Type F: Vinyl Frame,Double Pane with Low-E 58 0.340 20 Window:Type G:Vinyl Frame,Double Pane with Low-E 132 0.340 45 Window:Type H1: Vinyl Frame,Double Pane with Low-E 28 0.340 10 Window:Type 112: Vinyl Frame,Double Pane with Low-E 39 0.340 13 Window:Type I: Vinyl Frame,Double Pane with Low-E 38 0.340 13 Window:Type J: Vinyl Frame,Double Pane with Low-E 19 0.340 6 Window: Type K: Vinyl Frame,Double Pane with Low-E 36 0.340 12 Window: Type L:Vinyl Frame,Double Pane with Low-E 41 0.340 14 Door: 101: Solid 62 0.380 23 Door: 109: Solid 30 0.380 11 Door: 110: Solid 23 0.380 9 Door: 120: Glass 42 0.320 13 Door: 122: Glass 52 .0.320 17 Door: 123: Glass 52 0.320 17 Door: 124: Glass 22 0.320 7 Wall 2: Wood Frame, 16" o.c. 1980 21.0 0.0 83 Window: Type M: Vinyl Frame,Double Pane with Low-E 70 0.340 24 Window: Type N1: Vinyl Frame,Double Pane with Low-E 21 0.350 7 Window: Type N2: Vinyl Frame,Double Pane with Low-E 21 0.350 7 Window: Type P:Vinyl Frame,Double Pane with Low-E 30 0.350 11 Window: Type R: Vinyl Frame,Double Pane with Low-E 80 0.340 27 Window:Type S:Vinyl Frame,Double Pane with Low-E 46 0.340 16 Window: Type T: Vinyl Frame,Double Pane with Low-E 6 0.350 2 Window: Type U: Vinyl Frame,Double Pane with Low-E 27 0.340 9 Window:Type V:Vinyl Frame,Double Pane with Low-E 45 0.340 15 Window:Type W:Vinyl Frame,Double Pane with Low-E 65 0.340 22 Window:Type X: Vinyl Frame,Double Pane with Low-E 98 0.340 33 Window: Type Y: Vinyl Frame,Double Pane with Low-E 19 0.340 7 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 2732 38.0 0.0 71 Floor 2: All-Wood Joist/Truss,Over Outside Air 844 38.0 0.0 22 Furnace 1: Forced Hot Air,78 AFUE Boiler 1: Gas-Fired Steam,75 AFUE 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 3.6 Release 1 (formerly MECchec� and to comply with the mandatory requirements listed in the RES checkInspection Checklist. The heatingload for this building,and the cooling load if appropriate,has been determined using the applicable Standard g� g g PP 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 Date ED M?ay No.7777 X � B a y c+. MASS VvY' �9 J DocZIP018s276 11-09-2005 10: 15 BARNSTABLE LAND COURT REGISTRY • �,,,�, Massachusetts Department of Environmental Protection DEP File Number. Bureau of Resource Protection - Wetlands • � = WPA Form 5 - Order of Conditions SE AMProvidea ded b by y DEP 1659. Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 And Chapter 237.of the Code of the Town of Barnstable A. General Information Important: From: When filling out forms on Barnstable the computer, Conservation Commission use only the This issuance if for check one C 0�� tab key to ( )� move your cursor-do ® Order of Conditions not use the return key. ❑ Amended Order of Conditions To: Applicant: Property Owner(if different from applicant): Peter G. & Kathryn Wheeler,Trs. - Name Name 6 Primrose Ledge Mailing Address Mailing Address Essex CT 06426 City/Town State Zip Code City/Town State Zip Code 1. Project Location: 457 Sea View Avenue Osterville Street Address Village 138 033 Assessors Map Number Parcel Number 2. Property recorded at the Registry of Deeds for: Barnstable Q� County Book Page -41 155021 (� Certificate(if registered land) 3. Dates: AUG 5, 2005 SEP 13, 2005 October 20 , 2005 Date Notice of Intent Filed Date Public Hearing Closed Date of Issuance 4. Final Approved Plans and Other Documents (attach additional plan references as needed): Site plan August 2 2005 Title Date Planting plan 08.10.05 p Title Date Title Date 5. Final Plans and Documents Signed and Stamped by: Peter Sullivan, PE Name 6. Total Fee: FILE . $500.00 plus town fee of$75.00 (from Appendix B:Wetland Fee Transmittal Form) , BWPAForm5.doc•rev.9,21/05 Pape 1 of 7 Massachusetts Department of Environmental Protection DEP File Number. Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions SE3-4429 �� S659. � Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP And Chapter 237.of the Code of the Town of Barnstable B. Findings Findings pursuant to the Massachusetts Wetiands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing,this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: ❑ Public Water Supply ❑ Land Containing Shellfish ® Prevention of Pollution ❑ Private Water Supply ❑ Fisheries ® Protection of Wildlife Habitat ❑ Groundwater Supply ® Storm Damage Prevention ® Flood Control Furthermore,this Commission hereby finds the project, as proposed, is: (check one of the following boxes) Approved subject to: ® the following conditions which are necessary, in accordance with the performance standards set forth in the wetlands regulations, to protect those interests checked above. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order.To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent,these conditions shall control. Denied because: ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations to protect those interests checked above.Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests, and a final Order of Conditions is issued. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect of the work on the interests identified in the Wetlands Protection Act.Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). General Conditions (only applicable to approved projects) 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. 8WPAForm5.doc•rev.s21/05 • Page 2 of 7 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions SE3-4429 AIM $ Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 And Chapter 237.of the Code of the Town of Barnstable B. Findings (cont.) 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years,from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be.extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill.Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe,tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to this Conservation Commission on the form at the end of this Order,. which form must be stamped by the Registry of Deeds, prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" (or, "MA DEP"] "File Number SE3-4429 " 10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. i 11. Upon completion of the work described herein,the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A)to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition #12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. ' 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. BWPAForm5.doc•rev.W1/05 Pepe 3 of Massachusetts Department of Environmental Protection DEP File Number. Bureau of Resource Protection - Wetlands • . = WPA Form 5 - Order of Conditions SE3-4429 ,�;,° ,►� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP And Chapter 237.of the Code of the Town of Barnstable B. Findings (cont.) 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means.At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed.The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. see attached Findings as to municipal bylaw or ordinance Furthermore,the Barnstable hereby finds (check one that applies): Conservation Commission ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: Chapter 237 of the Code of the Town of Barnstable Municipal Ordinance or Bylaw Citation Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw, specifically: Chapter 237 of the Code of the Town of Barnstable Municipal Ordinance or Bylaw Citation The Commission orders that all work shall be performed in accordance with the said additional conditions and with the Notice of Intent referenced above.To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, the conditions shall control. BWPAForm5.doc•rev.921/05 Pape 4 of 7 SE3-4429 Wheeler Approved Plan=August 2,2005 Site Plan by Peter Sullivan,PE August 10,2005 Landscaping Plan by Horivchi Solien Special Conditions of Approval I. Preface Caution:Failure to comply with all Conditions of this Order of Conditions can have serious consequences. The consequence may include issuance of a stop work order,fines,requirement to remove unpermitted structures,requirement to re-landscape to original condition,inability to obtain a certificate of compliance, and more. The General Conditions of this Order begin on page 2 and continue on pages 3 and 4. The Special Conditions are contained on pages 4.1,4.2 and 4.3 if necessary.All conditions require your compliance. H. Prior to the start of work,the following conditions shall be satisfied: 1. Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein,General Condition number 8(recording requirement)on page 3 shall be complied with. 2. It is the responsibility of the applicant,the owner and/or successor(s)and the project contractors to ensure that all conditions of this Order are complied with. The applicant shall provide copies of the Order of Conditions and approved plans(and any approved revisions thereof)to project contractors prior to the start of work. Barnstable Conservation Commission Forms A and B shall be completed and returned to the Commission prior to the start of work. 3. General Condition 9 on page 3 (sign requirement)shall be complied with. 4. The Conservation Commission shall receive written notice 1 week in advance of the start of work. 5. The work limit line shown on the approved plan shall be staked in the field by the project surveyor/engineer. 6. Staked strawbales backed by trenched-in siltation fencing shall be set along the approved work limit line. Effective sediment controls shall remain until the site is stabilized with vegetation. 7. A sequence of color photographs showing the undisturbed buffer zone shall be submitted to the Conservation Commission. Note:the strawbales and siltation fence must show in the foreground p.4.1 r (or bottom of the photographs. 8. A general landscaping plan shall be submitted to and approved by the conservation agent. III. The following additional conditions shall govern the project once work begins. Note especially special condition no. 14,requiring verification of the locations of the foundation and straw bale line. 9. General conditions No. 12 and No. 13 (changes in plan)on page 3 shall be complied with. 10. General condition No. 17 (maintaining sediment controls)on page 4 shall be complied with. 11. The work limit shown on the approved plan shall be strictly observed. 12. There shall be no disturbance of the site, including cutting of vegetation, beyond the work limit. This condition shall continue over time. 13. The Conservation Commission,its employees,and its.agents shall have a right of entry to inspect for compliance with the provisions of this Order of Conditions. 14. This permit is valid for 3 years from the date of issuance, unless extended by the Commission at the request of the applicant.Caution: a future Amended Order does not change the expiration date. 15. Upon completion of the foundation,the project surveyor or engineer shall verify in writing or by plan to the Commission the correct location of the foundation and work limit line and note any discrepancies from the approved plan. If verification is in the form of an as-built plan,the plan provided shall be drawn at the same scale as the approved plan. 16. Any fill used for this project shall be clean fill. Fill shall contain no trash,refuse,rubbish,or debris. 17. Construction shall conform to the requirements of the State Building Code and the Town of Barnstable Zoning By-law Flood Area Provisions for construction within the coastal floodplain. Work shall ensue only after consulting with the Building Commissioner. 18. Drywells or graveled trenches along the drip lines shall be installed to accommodate roof runoff. 19. No area shall be left unvegetated for more than 30 days.All areas disturbed during construction shall be revegetated immediately following completion of work at the site. Mulching shall not serve as a substitute for the requirement to revegetate disturbed areas at the conclusion of work. 20. All proposed lawn areas shall be underlain with a minimum of 6 inches of loam. 21. Herbicide,pesticide and fertilizer use is discouraged on lawns within Conservation Commission jurisdiction. If fertilizer is used,only slow-release low-nitrogen fertilizer(with 30-50%water insoluble nitrogen or `W.I.N') shall be applied. Over-fertilizing shall be avoided(not-to-exceed limit= 1 pound of p.4.2 nitrogen per 1,000 sq.ft.of lawn per application).Ensure that no fertilizer is spread on hard surfaces like driveways and sidewalks. 22. Work limit markers(wood stakes)shall remain until a Certificate of Compliance is issued for this project. IV. After all work is completed,the following condition shall be promptly met: 23. At the completion of work,or by the expiration of this Order,the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Barnstable Conservation Commission Form C shall be completed and returned with the request for a Certificate of Compliance. Where a project has been completed in accordance with plans stamped by a registered professional engineer,architect,landscape architect or land surveyor,a written statement by such a professional person certifying substantial compliance with the plans and setting forth what deviation,if any,exists with the record plans approved in the Order shall accompany the request for a Certificate of Compliance. At the time of the request for a Certificate of Compliance,an updated sequence of color photographs of the undisturbed buffer zone shall be also submitted. p.4.3 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands KAPA• Auty WPA Form 5 - Order of Conditions SE3-4429 039. � Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP And Chapter 237.of the Code of the Town of Barnstable B. Findings (cont.) Additional conditions relating to municipal ordinance or bylaw: , This Order is valid for three years, unless otherwise specified as a special condition pursuant to General Conditions#4, from the date of issuance. Date This Order must be signed by a majority of the Conservation Commission. The Order must be mailed by certified mail (return rece' ested) or hand delivered to the applicant. A copy also must be mailed or hand delivered at the sa time to a appropriate Department of Environmental Protection Regional Office (se an the prop owner(if different from applicant). Signatures. On Of Day Month and Year before me personally appeared 2elmlls (io La to me known to be the person described in and who executed the foregoing instrument and ackno ed t the/she ex u d the same is/her free act and deed. g - 09-1)?c o '-'Notary Public V My Commission Expires This Order is issued to the applicant as follows: ❑ by hand delivery on ® by certified mail, return receipt requested, on October 20 , 2005 Date Date WDafomti5.doe•rev.9/1310S Pape 5 of 7 Massachusetts Department of Environmental Protection DEP File Number. Bureau of Resource Protection - Wetlands • •ARNSTA. • WPA Form 5 - Order of Conditions SE3-4429 *uea g Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 And Chapter 237-of the Code of the Town of Barnstable C. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate DEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Appendix E: Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act, (M.G.L. c. 131, §40) and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations,the Department has no appellate jurisdiction. D. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on Page 7 of Form 5 shall be submitted to the Conservation Commission listed below. Barnstable Conservation Commission s BWPAFomi5.doc•rev.921/05 Page 6 of 7 Barnstable Assessing Seatch Results . Pagel of.2 �TCll:ad'A�'�• -aye. _ :` ` _.,`. F:; Home: Departments:Assessors Division Property Assessment Search Results 457 SEA VIEW AVENUE Owner: WHEELER, PETER G& KATHRYN TRS Property Sket h Legend Map/Parcel/Parcel Extension 138 /033/ Mailing Address - WHEELER, PETER G&KATHRYN TRS 0 C/O GERRY PAPIN um� BOSTON PRIVATE BANKBOSTON, MA.02109 )F 2005 Assessed Values: Appraised Value Assessed Value1 Tw1 �' �� ad1 : Building Value: $289,300 $289,300 .. .... ... Extra Features: $7,100 $7,100 Outbuildings: $ 13,100 $ 13,700 Land Value: $3,104,200 $3,104,200 Interactive Property Map: ap re wires Plug in: �lYck For Totals`.$3,414,300` $`3,414,300 I have visited the maps before Show Me The Mapn April 2001 photos available Sales History: Owner: Sale Date Book/Page: Said Price: WHEELER, PETER G&KATHRYN TRS 10%4/1999 C159021 $ 1,536,020 , WHEELER, MARGUERITE B C75961 $0 2005 REAL ESTATE Tax lnforination: Tax Rates: (per$1,000 of valuation) Land Bank Tax $619.70 Town Fire District Rates Other' $6.05 Barnstable-Residential $2.12 Land Barnstable-Commercial $2.80 G O.M.M. FD Tax(Residential) $3,448.44 C.O.M.M.-All Classes $1.01 Cotuit FD-All Classes $1.28 Town Tax(Residential), $20,656.52 Hyannis-Residential $1.52 Hyannis-Commercial $2.39 W Barnstable-Residential $1.44 W Barnstable-Commercial $2.10 Total: $24,724.66 Due to rounding differences these values may vary http://www.town.barristAble ma..us/Assessing/Assess05/displayparcelO3.asp?mappar=l38... 11/30/2005 i Barnstable Assessing Search Results Page 2 of 2 Land and Building Information Land Building Lot Size(Acres) 1.14 Year Built 1940 Appraised Value $3,104,200 Living Area 3167 Assessed Value $3,104,200 Replacement Cost$385,779 Depreciation 25 Building Value 289,300 Construction Details Style Cape Cod Interior Floors Pine/Soft Wood Model Residential Interior Walls Drywall Grade Custom Plus Heat Fuel Gas Stories 1 Story F A Heat Type Hot Air Exterior Walls Wood Shingle AC Type None Roof Structure Gable/Hip Bedrooms 4 Bedrooms Roof Cover Asph/F GIs/Cmp Bathrooms 3 1/2 Bathrms Total Rooms 9 Rooms Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value DOR Dormer 22 $2,600 $2,600 FGR3 Garage-Good 638 $ 13,700 $ 13,700 FPL1 Fireplace 2 $4,500 $4,500 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(Finished) UST Utility Area(Unfinished) 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) I http://www.town.bamstable.ma.us/Assessing/Assess05/displayparce103.asp?mappar=l 3 8... 11/30/2005 Permit Number RESeheek Compliance Certificate Checked By/Date Massachusetts Energy Code RES checkSoftware Version 3.5 Release Id Data filename:Untitled rek CPROJF,(;T T1Ti.F„Wheeler Residence CITY:Ostcrvillc STATE:Massachusetts o HDD:6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE:01/17/06 DATE OF PLANS:Nov.21,2005 PROJECT DESCRIPTION: 457 Seaview Ave. Osterville,Ma. DESIGNER/CON TRACTOR: Steven J.Bishopric,Inc COMPLIANCE: Passes Maximum UA=1066 `� l Your Home UA=942 11.6%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Cathedral Ceiling(no attic) 3897 28.8 0.0 140 Wall 1:Wood Frame, 16"o.c. 5080 19.8 0.0 223 Window 1:Wood Frame:Double Pane with Low-E 914 0.360 329 Window 2: Wood Framo0ouble Pane with Low-E 44 0.280 12 Window 3: Wood Frame:Double Pane with Low-E 138 0.360 50 Door]:Glass 200 0.320 64 Floor l:All-Wood Joist/Truss:Over Unconditioned Space 780 28.8 0.0 27 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 2856 28.8 0.0 97 Furnace 1: Forced Hot Air,90 AF1JE COMPLIANCE STATEMENT: 'rho proposed building design described here is consistent with dte building plans,specifications, and other calculations submitted with the ptrmit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in RES checkVersion 3.5 Release ld (formerly MECcheco and to comply with the mandatory requirements listed in the RES checkInspection 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 FIVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Set tiuns 780CMR 1310 and J4.4. FiOn� the ofti c,of Ar1CJoi_. ,� •+; . :_-::,p,;���r}. h'.: L:C.. �'UU i Arrington. IVIA U�351 • 800-472-1717 Z d 1191996Z£9 'ON/9b:61 IS/9b:61 90OZ 91 WNW) WOaj f i t Bw ldcr/Drsiper Date i £ d 1.151996Z£9 'ON/P:61 '1S/9b:61 900Z 91 Ndf(NOW) WOai 1 REScheck Inspection Checklist Massachusetts Energy Code REScheckSoRware Version 3.5 Release 1 d DATE:01/17/06 PROJECT TITLE:Wheeler Rcsidenec Bldg, Dept I Use Ceilings: [ ] I 1. Ceiling l:Cathedral Ceiling(no attic),R-28.8 cavity insulation Comments: 1 Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c.,R 19.8 cavity insulation Comments: I Windows: [ I I 1. Window l:Wood frame0oublc Panc with Low-E,U-factor:0.360 For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break?[ ]'Yes[ ]No Comments: [ 1 1 2. Window 2: Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: # Panes Frame Type Thermal Break?[ ]Yes[ J No Comments: L ] I 3. Window 3: Wood Frame;Double Pane with Low-E,U-factor.0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: ' Doors: [ ] I 1. Door 1:Glass,U-factor:0.320 Comments: I Floors: L ] I 1. Floor 1.All-Wood Joist(Fruss:Over Unconditioned Space,R-28.8 cavity insulation Comments: ( ] I 2. Floor 2:All-Wood Joist/Truss:Over Unconditioned Space,R-28.8 cavity insulation Comments: _ I Beating and Cooling Equipment: [ ] I 1. furnace 1:Forced Hot Air,90 AFUE or higher Make and Model Number I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed, f 1 l When installed in the building envelope,recessed lighting fixtures 1 shall meet one of the following requirements: I. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and scaled or Fasketed to prevent air leakage into the unconditioned space. 2. Type 1C rated,in accordance with Standard ASTM E 293,with no more than 2.0 cfm(0,944 - I Js)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 ibs/ft2 pressure difference and shal I be labeled. b d' Z t9 M6Z£9.'0N/W U '1S/P:E 900Z U WNW) WOdd j I Vapor Retarder: ( ] Required on the warm-in-wintcr side of all non-vented framed ceilings,walls,and floors. Materials Identification: l 1 I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] Ducts shall be insulated per Table J4.4.7.1. I Duct Construction: ( 1 I All accessible joints,seam%,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist eavitics/spaces used to transport air,shall be scaled using mastic and fibrous backing rape installed according to the manufacturers installation instructions. Mesh tape may be omitted where:gaps are less than 1/8 inch. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Thermostats are required for each separate 1dVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. 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 780CMR 1310 and J4.4. I Circulating Hot Water Systems: [ ] I insulate circulating hot water pipes to the levels in Tablc 1. 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-deplerable 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 °F must be insulated to the levels in Table 2. LS d Z 1S[996Z£9 'ON/9b:6 [ '1S/D:6[ 90OZ 9[ WNW WOad i� . Table 1: Minimum Insulation Tbkkness for CkcukWng Hot Water P*hm Insulation Thickness in Inchm by Pipc Sizes Hcatcd Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(l:) Up to I" 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: Mlnlmum Insulation Thickness for HVAC Pipes Fluid'Temp. Insulation Thickness m Inches by Pipe Sizes Piping S stem Types Range F 2"Runouts 1"and Less 115"to 2" 2.5"to 4" Heating Systems Low Pressurefremperature 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 1.0 .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 I NOTES TO FIELD (Building Department Use Only) i i 9 d t 151996Z£9 'ON/Str:6l '1S/P:6l 90OZ U WNW WOaj 12/21''2005 '05:00 5084284841 STEVENJBISHORICINC PAGE 02 -� 12/21/2005 15:41 FAX 6174220982 Xene Duckham Architects 001. DINT DtJCK.t-it�M i Archilect4 Inc low MEMOMNDUM :Bill Schmidt (5c)42e-041 aG —' FROM, Rent Duckhaln. DATE _ Decemi+er 21,2005 Wheeler Residence,457 Sea View Ave,Ostervifle'MA 'SL -Cr: I 1~ourtdaticn Venrin;for"A Coc.e" Dear Bill; Per our recent conversations regarding'A zone"foundation venting for the Mccier Residence, please note the following: • The bottom of all typical foundation.Vents,per MISsachusetts code,shall be at elevatonn I1.50',or-(3'-6').The top of the basement mud slab shah remain as noted on,the perrnit set coeso umion drawings, 10.50',or-(4'-6"),with a maximum heigbi.distance of 12" below adjacent vent,also per code, • The top of the foundation wall around all sides of L4c garage is to be az clewtion- (1'- 11"),ar 13.083'. The exterior plywood at this area snail overlap the foundation wstll as shown on the exterior elevations,or as directed bF the architect,and shall be preseure treated. Two additional foundation vent louvers(9"x 1.6")shall be placed at the garage.garage alcove area,at the east eleva=iQa side. Louvers shall be located at a disttncc of 3'-6" fmrn edge of the foundar ion to the center of the louver, aottom of louver shall be typical. Please feet free to contact me w6 my questions 1 Sincerely., '= o cn 370 Ccapjrc„Stcc"1 O �•. Suite 604; rrI Kent Dl:ethata a n -ct Aoar.o�bi4 02230 1 _ C T 6i'-122-0952 1 r�1Fis4 b y�, cn N C F 617-4U-076z I �►ia r 23 r 3�' T 30&A'20-629G Leca y� CO �; -- — rn l�:\i?arti\�4�4i lWlieel�lDr rwuet�\07�•'Nlcn sas:\CM1�4? c Itic'h0�ric�iil.l.tioc 11/29/2005 15'.36 FAX 15089575551 EXECUTIVE_OFFICE IA 002/008 OQC'780,742 10-04-SS 12r.,9 i CTH IISS021 _ QUITCLAIM DEED OF'IRNSTRSLE LAI40 COURT REGISTRY We, CATHY W. TIERNEY of Wellesley, MassachusettB, PETER G. WHEELER of Essex, Connecticut, and SALLIE W. PINTAURO of ,4 Shelburne, Vermont, for one million five hundred thirty-six r +� thousand twenty dollars ($1,536,o2o.00) paid, grant to PETER G. N roWHFELER and YATHRYN G. wHEEI,sR of 6 Primrose Ledge, Essex, CT at _ 06426, Trustees of 457 SEAVIEW AVENUE TRUST, under Declaration of 'A Trust of even date and to be recorded herewith, with quitclaim a 41 covenants, that land situated in Barnstable, in the County of N Barnstable and Commonwealth of Massachusetts, described in Cer- a� c tificate of Title No. 15961, registered in the Registry District _ m of Barnstable County in Regiatration Book 615, Page 91, and shown i as lot 7 on subdivision plan 174E-R filed in the Land Registra- tion Office, a copy of which is filed in said Registry in Regis- ration Book )97, Page 39, with Certificate of Title No. 19�3-D•. ASS C�a p In WITNESS our hands and seals this 21st day of September, 1999 T w cn - � p l (Z rv La N'I N p� COMMONWEALTH OF MASSACHUSETTS p Suffolk, es. September&'�" , 1999 Then personally appeared the above named CATHY W. TIERNEY and acknowledged the foregoing rt be her free act and deed, before me, �4 z � D I ,RY G � n ( � � � I a a- . 4 tic R My � � ��spirea:'C /'JAL 0 o w err q V/� ,• 7 law BARNSTABLE REGISTRY OF DEEDS 11/29/2005 15:37 FAX 15089575551 EXECUTIVE_OFFICE 16 003/008 SOC1735.461 08-05-99 0 REGISTRY BRRHSTRPLE UND COUP BILL OF SALE AND EASEMENT I,MARGUERITE B.WHEELER of-Brooldine,Massachusetts,(hereinafter called the Gi+ ntor), In consideration of One Dollar ($1.00), the receipt of which Is hereby acknowled4' d, do hereby grant, sell, transfer, and deliver unto COMMONWEALTH ELECTRIC COMPMY, a Massachusetts corporation having Its principal place of business at One Main$treat, Cambridge,Massachusetts(hereinafter celled the Grantee),the following described Otsonal property: All that certain electric distribution line situated In the Town of Barnstable, Barnstable County,Massachusetts,consisting of a pole with all wires,conductors, and other equipment and flxtures,(excluding underground electric facilities which are and will continue to be the property of the Grantor), appurtenant thereto and In any way constituting a part toereof. which Is now located on that oartaln'parcel of land described as follows: The westerly portion of Lot 7 as shown on Land Court Plan 1748-R,flied at the Barnstable Plstrict Land Registry. For tltle,see Certificate of Title 75001 filed at aforesaid Registry. The address of said Lot Is 457 Seavlew Avenue,Ostervllle. Together with the perpetual right and easement (such right and easement to be for the benefit of the Grantee and New England Telephone and Telegraph Company, a Neal York corporation having a usual place of business at 126 High Street, Boston, Massachuietts), to operate,Inspect and maintain sold pole line,equipment and fixtures,in such locatl n$as such facilities currently exist,for the distribution of electric current and/or Intelllgenct;also the right to relocate, reconstruct, repair,renew and extend the said line over said Lot,with the some or additional poles,wires,fixtures and equipment for said purpose,or as lofty be otherwise necessary, convenient or proper; also the right to remove sold Ilrle and appurtenances at any time;to trim,out and remove trees and brush to the extent necessary to clear sold wires and pole line;and to enter upon and pass over said way/land for any and all of the above purposes. And I hereby covenant with the Grantee that I am the lawful owner of the said real and personal property,that It Is free from all encumbrances,that we have good right to esii the some as aforesaid,that we will warrant and defend the same against the lawful claims and demands of-all persons. WITNESS my hand and seal thisJ9 day of Margu6rlte B.Wheeler a I 11/29/2005 15:37 FAX 15089575551 EXECUTIVE_OFFICE 1a004/008 THE COMMONWEALTH OF MASSACHUSETTS Suffolk,Be, 29 �1998 Then'per ally appeared the above named MARGUERITE S.WHEELER and acknowledged y e,foi'a0plt Instrument to be her free act and deed,before me. ��•q�• � .� Qw o.-. / Gem`-� Notary Public Vk o uio eK mAuausr7,1998 My coMmisalon mplrow. BARNSTABLE REGISTRY OF DEEDS I J 11/29/2005 15:38 FAX 15089575551 EXECUTIVE_OFFICE 1a005/008 9 ! >�, DOC1780,740 10-04-99 1269 4 BRRNrTABLE LAND COURT REGISTRY UTILITY EASEMENT vie, L'ATAY W. T)ERNEY of Wellesley, Mastachusetts, PETER G- WHEELER of i.:sFux, coTinLctic\tt, and $ALLIE W, P)NTAURO of shelburne, Vermont (collcc(.ivcly, "Grantor"}, in considere,t.ion of one dollar ($1.00) paid, a., tvt,t,(],r, 61 yL ` rh n(aa(b, G-fta� "lAv-4-4 + grant to MARY M. MADDEN of One Snakedance Plaza, Taos Ski valley, NM O1i7.5 ("Grant(,0"}, 'C�lltO(� BJii184 t�IJC_ NOy,lycl the porpetua) right and easement to use, in common with the Grantor and o� oi.hers from r.imc t:o time entii:led to use the same, that portion of the ~J Grantor's property shown as the cross-hatched area and labeled "Utility k:a,,r!mpnt" o,) the Sketch plan attached hereto, for the placement, installation, construction or maintenance in, on, along, under and upon t.l,e Ut.ilit.y f.asemcnt, of wires, pipes, conduits and other appurtenances necessary for the transmission of electricity, Lolephone and cable ("ut.i)ities"); Provided that such placement, installation, construction and maintenance ("work") is done in accordance wj,L'h regulations, plans and pract.irr.s of. t),e utility or other company which is to provide the Y' !,(•rvire and applicable federal, state or town lbws, by-laws, rules and regulations. Except to the oxtenr. presently situated above ground, all utilities shall be installed and maintained underground; provided, however, the Grantor may aL any time decide to relocate any existing aboveground utilities underground. The coat of such relocation shall be shared equally by the Grantor and Grantee. The cost of all other work with respect to jointly used utilities shn)l be shared equally by the Grantor. and Granteer and the cost of work with respect to utilities used exclusively by the Grantor or Grantee shall be. at the sole expense, of the party for whom the work is being provided, All work shall be performed in a workmanlike manner, as unobtru:<Jv(,.Jy a•k possible and in a manner least likely to interfere with �,�� ►s s c�a cv 11/29/2005 15:38 FAX 15089575551 EXECUTIVE_OFFICE (a008/008 other aeLivit.ic!s of the Grantor. Except in the case of an emergency, the Grantor or Crantoe shall provide the other five (5) days, prior notice of any work tho Grantor or Grantee intends to undertake and which might affect or inconvenience the other, and shall reasonably coordinate such work with the other's plans. 1'he Grantor may at any mime relocate any of the utilities elsewhere on the Grantor's property, to accommodate new construction on the Grantor's property or for any other reason. Such relocation shall be at the Grantor's sole expense, except that, if prior to relocation or as a result of work performed in connection with relocation, Jr is ascertained that existing utilities would have required repair or replacement within a reasonable period of time without regard to relocation, the cost of that portion of the relocation shall be shared equally by the Grantor and Granvcc- If, in connection with work relating to utilities or otherwise, land of the Grantor is in any way disturbed or altered, either the Grantoz or the Grantee responsible shall forthwith restore the area and the surfaces thereof to their prior condition. If the Grantee shall pail to perform any work or restoration as specified above, the Grantor may perform or correct such work or restoration and the Grantee shall be liable to the Grantor for the cost. If the Grantee shall fail to pay the Grantee's share of any cost, and such failure shall not be remedied within thirty (30) days of the Grantee's receipt of notice to do so from the Grantor, the Grantor may terminate this easement by written instrument duly recorded. This instrument contains the entire understanding between the Grantor and the Grantee concerning the subject matter and supersedes all prior agreements or understandings, whether written or oral. It shall be binding upon the heirs, executors, administrators, successors and assigns of the Grantor and Grantee. The GralAor's property, which is known as 457 Soaview Avenue, Osterville, is shown as on Land Court Plan No. 1749-R filed with 11/29/2005 15'.38 FAX 1.5089575551 EXECUTIVE_OFFICE 1a 007/008 •3- Certificate of Title No. 75961 at the 13arnstable Registry District for the ).and Court. The Utility Easomenr shall benefit the Grantee's hroperl.y which is known as 419 (and somstimes also as 412 and 439) scuvS(:w nvunue, Ustezville, is shown as l.ot G-2 on Land Court Plan No. »aUL filed With CertSficare of Tirlo No. 107714 at said Registry ))iStriC1.• FKPCUTRD the 215t day of September, 1999. COMMONWEALTH OP MASSACHUS£TTS Norfol.k, ss. septemberc�q , 1999 Then personally appeared the above named CATHY W. TIERNEY and acknowledged the foregoing instrument to be her free act and deed, before m0, qM'�.■ � ar,,y• 106 • II ,y•�,vp,w 1j/`h Notary Public r Ky Commission Expires: E3 I � N•,Pr{18 F• t1 WO v�.aanru,Muul•i,ynr,rn WM4 1 11/29/2005 15:39 FAX 15089575551 EXECUTIVE_OFFICE 0 008/008 ROUGH 6KETCH I - , CKETCH PLAN i .aeb'{s Irl�d � aK.c�W . �, at.�•s `�.y i�o AVF Utility Hasemen c� c"�• �`� JI F t, mo o 4 � .m h r j �� D�• , •° a ' 1 84.57; �!7 k 1 I • ti T f • I Cfi , i ry SOUNp �t)C N 4 N BARNSTA@LE REGISTRY OF DEFDS Oct 03 05 03: 16p Peter Wheeler 860-767-2091 p. 2 Centerville-Osterville-Marstons Mills Water Department P.O.BOX 369- 1.138 MAIN STREET OSTERVILLE,MASSACHUSETTS 02655 �Ewosr�9� OFFICE OF 2 r BOARD OF WKrER CUM\41SSIONF:RS WATER n 3�V:10ER SUPERINTENDENT 9,9 DEPT. TEL.No.508-428-6691 SroNS� FAX No.508-428-3508 October 21,2005 Mr. Peter Wheeler 6 Primrose Ledge Essex,CT 06426 Re: Account 4375 457 Sea View Avenue Osterville, MA Dear Mr. Wheeler: On Tuesday, October 18, 2005 we disconnected the water service at the curb stop to your property mentioned above. A letter was faxed to you and the Building Department in the Town of Barnstable. In review of your property, we would need to be supplied with a set of plans to provide you with a cost estimate for a new service. The new service would be a separate service line which would be tapped-off of Sea View Avenue. Enclosed is an invoice for the disconnect charge. If you have any questions,please call me at 508-428-6691. Very truly yours, CIL Herbert L. Mc Sorley Assistant Superintendent enc. HLMCS/jw THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) DATA Get 03 05 03: 16P Peter Wheeler 860-767-2091 P. 1 NSTAROne NSTAR Way EL EC TR/C Westwood,Massachusetts 02090 GAS October 26,2005 To Whom It May Concern: The permanent electrical service and meters at the following location have been confirmed removed: 457 Seaview Ave Wianno,MA 02655 Signed for NSTAR E ectnc ? _ t � i NOV-23-2005 WED 09:55 AM KEYSPAN ENERGY FAX NO. 508 394 5019 P, 01 wti�' �+e►fl►IN KeySpan Energy pelfuery 127 Whitrs P2lh Ewr(r/[XW,.,;y South Yannoulh,MA 02664 November 23, 2005 ChrisLynch Bishopric Builders 17AX: 508-428-4841 RE; 457 Seaview Ave., Ostervillc bis is to conlinn that the gas line has been cut and capped 25' from the building. If you have any questions please call me at 508-760-7481, SLIC MC.MUllin Operations.Coordinator Kcyspan Delivery Company Oct 03 05 03: 16p Peter Wheeler 860-767-2091 p. 3 10/17/05 MON 11:10 FAX 0 0 002 i Memo 6C!5 To: Peter Wheeler From Joseph Pietrowski I cc: Oats: 10/17/2005 Re: 457 Sea View Ave,OsteMlle.MA Mr.Wheeler, This is to confirm that Comcast cable has been physically removed from the following address:457 Sea View Ave,Oslervrnlle,IYU. Sincerely, Jose h Pietrowski Technical Supervisor t K 1 i i i ,� Fit E4 �, Oct 19 05 04:08p COMM Water Dept. 508-428-3508 p. 2 Centerville-Osterville-Marston Mills Water Department P.D.BOX 369-1138 MAIN STREET OSTERN ILLS,MASSACHUSETTS 02655 kV A 0SJ� orrlcE OF e�4YATER Im BOARD OF WATER COMMISSIONERS 3 DEw PT. WATER S'JPERINTr..NDENT 9� STONS tL.No.50S-423•6691 FAX No.508.428.3508 October 19,2005 Town of Banistabb; Building Dept. 367 Main Street Hyannis,MA 02601 Re: Account#375 Mr. Peter Wheeler 457 Sea View Avenue Osterville, MA Gentlemen: Or Tuesday; October 18, 2005 we disconnected the eater service at the curb stop at the property mentioned above. It is our understanding that the owner plans to demolish the srmcture,re-haild and will be re-connected at a later date. if you have any questions,please call our office at 508-428-6691. Very truly yours, Craig CrZiler Superintendent CC!jw i KENT DUCKHAM Ax Architects Inc. R .. P SID. NC 457 SEA VIEW AVENUE OSTERVILLE, MA 02655 ZONING COMPUTATIONS: GROSS SQUARE FOOTAGE DISTRIBUTION:(ZONE AF-11 / PERMIT d>1�d1T ®VO 1005 FLooR PROPOSED ® BASEMEN IUNFlNISHEO) 2.731 9 FIRST 2,771 GARAGE 944 EA RAI IE STOOP 66(33.33) .N COVERED PORCHES 404 : . SMOKE ETECTORS EVIEWED SECOND(CONDITIONED) 2,361(2,641.280) is'-(AM GARAGEI 660 r 6 SECOND(OPEN TO BE105L� 290 : BA ST UILDING EPT. DATE -� ATTIC(AT 48'KNEEWALL) 1,357 f.' ���1-'"' �,'- I••'I1.-F�•I- _i(I r<)•_•:� ATTIC(ATT•3-o 539R2.82E) - III -,:y,• II( TOTAL CONDITIONED: 5,141 SQ FT. DATE TOTALUNCONDfI10NED: 501 844�660 FIRE DEPARTMENT .-.'•'--. . NOTE:SUM OF THE GROSS FLOOR AREA NOTED ABOVE HAS .T. BEEN CALCULATED FROM WITHIN THE OUTER PERIMETER OF BOTH SIGNATURES ARE REQUIRED FOR PERMIITINL; THE oursmE(EK1>waR)WALLS wmrourDEDurnoNOF HALLWAYS, •. .- i•., •-• _-... .- {Ilt �{y� rrII _ / HALLWAYS, RS�,,THICKENS OF WALLS COLUMNS. �WA0.CANTILEVERED BAYS.OR OTHER FEATURES.AREA WITH SLOPING CEILINGS HAVE BEEN �-.•:., ' ......�,. - - .• - CALCULATED WHERE THE CEILING PLANE.ARNKDDI SLOPE,IS T-I'IN HOGHT OR GREATER(.).AREAS roPLH TO , ... ,....1 ..II-...-. I. - ' i BEIdAY ARE HOT INCLUDED IN CALCULATIONS. ., PROJECT DIRECTORY DRAWING INDEX GENERAL NOTES OWNER; Peter B:Kathy Wheeler S100 FOUNDATION PLAN 1. ALL WORK PERFORMED,INCLUDING MATERIALS FURNISHED,WORKMANSHIP,AND 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL 14. CONTRACTOR SHALL AT ALL TIMES DURING THE COURSE OF THE CONTRACT KEEP 6 Primrose ledge S101 FIRST FLOOR FRAMING MEANS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPLICABLE INSTALLATIONS,CONDITIONS MATERIALS AND FINISHES WITH THE PROPOSED ADJOINING PREMISES,INCLUDING STREETS AND OTHER AREAS ASSIGNED TO OR Essex,CT 06426 AND THE LATEST REQUIREMENTS OF THE MASSACJISFfi3 STATE BUILDING CODE CONSTRUCTION AREA AND ALL ADJOINING PROPERTY AFFECTED BY USED BY THE CONTRACTOR,FREE FROM ACCUMULATIONS OF WASTE MATERIALS • T.(860)767-2091(Cr) S102 SECOND FLOOR FRAMING AND THE APPLICABLE COY OR TOWNSHIP,ALL LOCAL AND STATE HANDICAP AND CONTRACTORS OPERATIONS.THE CONTRACTOR SHALL PROVIDE ADEQUATE AND RUBRISH CAUSED BY CONTRACTORS EMPLOYEES,SUBCONTRACTOR OR THEIR T. 508 B-6349 MA S103 ATTIC FRAMING FEDERAL REQUIREMENTS.AND GENERAL CONDITIONS PER AIA DOCUMENT OA205 SNORING AND BRACING Po0.STRUCTURAL OR REMOVAL TASKS.THE CONTRACTOR WORK. ( 142 ( I AND OWNER/CONTRACTOR AGREEMENT DOCUMENT OAf05. SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR efnaR:pwheelerOI@RleLnet S104 ROOF FRAMING OURIN'THE EXECUTION OF THE WORK.ANY EXISTING MATERIALS AND FU41SHES 15. CONTRACTOR SKALL ASSIST DELIVERY AND STORAGE OF OWNER SUPPLIED ITEMS, 2. BEFORE COMMENCING WOW(,THE CONTRACTOR SHALL FILE ALL REQUIRED WHICH ARE DAMAGED,SHALL BE REPLACED AS NECESSARY WITH NEW MATCHING AND DISPOSE OF ANY RESULTING TRASH. ARCHITECT' Kent Duckham Architects S200 GENERAL STRUCTURAL NOTES CERTIFICATES OF INSURANCE WITH THE OWNER AND THE DEPARTMENT OF MATERIALS AT THE CONTRACTORS OWN COST AND EXPENSE 374 Congress Street S201 FOUNDATION DETAILS BUILDINGS,OBTAIN ALL REQUIRED PERMITS,AND PAY ALL FEES REQUIRED BY THE 16. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL TRADES PRIOR TO S, 604 GOVERNING AGENCIES. 0. THE CONTRACTOR SHALL DO ALL CUTTING,CHASING,CORE O ILl PATCHING INSTALLATION.AND SAMPLES OF ALL MATERIAL AND COLOR/FIN@TES FOR IteAND REPAIRING AS REQUIRED TO PERFORM ALL THE WORK THAT MAY BE ARCHITECTS APPROVAL ON ANY DEVIATION/SUBSTITUTION FROM CONTRACT Boston.MA 02210 3. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THAT ALL DOST1NG INDICATED ON THE DRAWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO DOCUMENTS. T.(617)422-0952 Al LEGENDS,SYMBOLS AND ABBREVIATIONS CONDITIONS AGREE WITH THE INFORMATION SHOWN ON THE ORAWANGS.ANY COMPLETE THE JOB.PATCHING SHALL MATCH ADJACENT SYSTEMS,MATERIALS F.(617)422-0962 A002 ATTIC LEVEL ZONING F.A.R.ANALYSIS CONFLICTS,OMISSIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE AND FINISHES OTHERWISE NOTED. 17, CONTRACTOR TO VERIFY ALL FIXTURE COUNTS,AS APPLICABLE TO THEIR `L Contact' Kent Duckham/David Chase ATTENTION OF THE ARCHITECT FOR RFSOUMON PRIOR TO COMMENCEMENT OF CONTRACT,WITH OWNER AND DIAGRAMS AKYWORK.NO ALLOWANCES WILL SUBSEQUENTLY BE MADE ON BOW OF THE 9. CONTRACTOR SHALL EMPLOY ADEQUATE NUMBER OF SKILLED WORKMEN WHO ARE STRUCTURAL Siegel&Associates ARCHITECT FOR ANY AOoil EXPENSES WHICH ARE I cul DUE TO THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO 18. CONTRACTOR SHALL BE RESPONSIBLE FOR CLOSEOUT,PRIOR TO FINAL PAYMENT, NEGLECT OR WHICH COULD HAVE BEEN REASONABLY FORESEEN BY PRIOR ARE COMPLETELY FAMIUAR WITH THE SPECIFIED REQUIREMENTS AND THE INCORPORATING ALL STANDARD GUARANTIES AND WARRANTIES AND ORIGINALS ENGINEER: 634 Commonwealth Avenue A101 FIRST FLOOR PLAN INSPECTION OF EXISTING CONDITIONS. METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK.ALL WORK SHALL OF ALL APPLJCABE CERTIFICATES OF TESTING,INSPECTION.TEMPORARY FINAL Newton,MA 02159 BE PERFORMED BY DULY UCERSED PROFESSIONALS AND AS REWIRED BY STATE CERTIFICATE OF OCCUPANCY,COORDINATE WITH OWNER. T.(617)244-1612 A102 SECOND FLOOR PLAN 4. PRIOR TO COMMENCING WORK,ORDERING OF MATERIALS Am SHOP FABRICATION AND LOCAL GOVERNMENTS FOR EACH APPLICABLE TRADE,(PLLMBING, F.(617)244-1732 A103 ATTIC FLOOR PLAN OF ANY MATERIALS,THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS ELECTRICAL ETC,,WHO SHALL ARRANGE FOR AND OBTAIN REOUIREO 19. CONTRACTOR SHALL BE RESPONSIBLE FOR A THOROUGH,PROFESSIONAL Contact:Steve Siegel INDICATED ON THE DRAWINGS AND SHALL REPORT ANY DISCREPANCIES TO THE INSPECTIONS AND SIGN-OFFS. CLEANING OF THE ENTIRE FACILITY PRIOR TO OWNER TAKEOVER DATE.ALL x Al 04 ROOF PLAN ARCHITECT FOR RESOLUTION. EXPOSED HORIZONTAL AND VERTICAL SURFACES INCLUDING,BUT NOT LW1TED TO 10. THESE DRAWINGS ARE DIVIDED INTO SECTIONS FOR CONVENIENCE ONLY. THE FOLLOWING MUST BE WIPED CLEAN AND FREE OF DUST:WALLS.EXPOSED SITE SURVEY: CapeSen,irK. S. DRAWINGS INDICATE LOCATION.DIMENSIONS.REFERENCE AND TYPICAL DETAIL CONTRACTOR SUBCONTRACTORS,VENDORS AND MATERIAL SUPPLIERS SMALL STRUCTURAL MEMBERS,STAIRS AND RAOJNGS,CABINETRY.ALL FLOORS MUST BE 7 Parker Road A201 EXTERIOR ELEVATIONS FOR CONSTRUCTION.MINOR DETAIL'HOT USUALLY SHOWN OR SPECIFIED,BUT REFER TO ALL RELEVANT SECTIONS IN BIDDING AND PERFORMING THEIR WORK MOPPED CLEAN. , 1 Ostervltle,MA 02655 A202 EXTERIOR ELEVATIONS NECESSARY FOR PROPER CONSTRUCTION of ANY PART OF THE WORK SHALL BE AND SHALL BE RESPONSIBLE FOR ALL ASPECTS OF THEIR WORK REGARDLESS OF T.(508)420.3994 INCLUDED AS IF THEY WERE INDICATED N THE DRAWINGS,FOR CONDITIONS NOT WHERE THE INFORMATION OCCURS ON THE DRAWINGS. 20. CONTRACTOR TO PROVIDE 3 COWES OF AS BUILT INFORMATION,OPERATION AlIII V F.(508)420-3995 IWSTRATED,NOTIFY ARCHITECTS FOR CLARIFICATION AND/OR SIMILAR DETAIL MAINTENANCE MANUALS,INCLUDING ALL PRODUCT GUARANTIES AND em capMUrV@Cdpe[od.net 11. SHALLCONT PROVIDEACTOR AL DIMEN BE SIONS EQIRE TO COORDINATE WORK OF ALL TRADES AND WARRANTIES. A301 BUILDING SECTIONS 6. THE SCOPE OF WORK INCLUDES ALTERATION TO EXISTING FACILITIES.WORK SMALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES, , A302 BUILDING SECTIONS WHICH IS OBVIOUSLY REQUIRED TO BE PERFORMED ORMED OR PROVIDE A COMPLETE A SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF THOR WORK 21. CONTRACTOR TO KEEP A SET OF THE MOST CURRENT DRAWINGS ON SITE AT ALL CIVIL ENGINEER: wUlran Engineering,Inc. FINISHED PRODUCT WITHIN THE SCOPE OF WORK,BUT WHICH 6 NOT WITH THE WORK OF DRIERS,AND SHALL VERIFY THAT ANY WORK RELATING 7O TIMES. P.O.Box 659 SPECIFICALLY INCLUDED ON THE CONTRACT DOCUMENTS,SHALL BE PERFORMED THEM WHICH MUST BE PROVIDED BY OTHERS,HAS BEEN COMPLETED AND IS OsteMlle,MA 02655 A401 BUILDING DETAILS BY THE CONTRACTOR AIm BE INCLUDED IN THE BIN.CONTRACTOR TO INSPECT ADEQUATE PRIOR TO COMMENCING WORT(. CD T.(508)428-3344 AT TIME OF DELIVERY ALL FIXTURES PROVIDED BY'WIU TD INSURE PROPER F.(508)428-3115 A402 BUILDING DETAILS QUANTITY.THAT ITEMS ARE DEFECT FREE,AND MATCH INVOICE.CONTRACTOR 12. CONTRACTOR SMALL PROVIDE STRUCTURAL BACKING/BLOCKING FOR ALL WALL TO BE Contact:Peter wtlivan/John Or Dea SHIMMING.E�7C.18LE FOR IT 6 THEECCON CONTRACTORS WHICHBRIM TO COORDINATE �TL� BU MOUNTED FIXTURES,FINISHES AND EQUIPMENT,AND FOR ALL HANGING FIXTURES,Contact: C. ernafl:PSuI1PE@aoLccm ITEMS SUPPLIED BY OWNERS VENDERS AND TO VERIFY THAT ALL MATERIALS C RECEIVED ARE IN ACCORDANCE WITH THE SPECIFICATION,HEREIN.ANY 13. CONTRACTOR SHALL INSTALL ALL MATERIALS AND EQUIPMENT AS PER Steven 7.Bishopric,Ini DAMAGED ITEMS OR DISCREPANCIES BETWEEN MATERIALSINSTRUCTIONS SPECIFIED AND MANUFACTURERS WRITTEN AND/OR RECOMMENDATION. GENERAL MATERIALS SHIPPED,SHALL BE REPORTED TO THE ARCHITECT PROMPTLY. W 1112 Main Sol Units 17-19 U CONTRACTOR: Ostuville,MA 02655 'i;o..la'•x-y� w T(508)420-3165 ��v v�o�O\ p F(508)42&4841 ` 4y Cal Steven Bishopric No 71 cc email:sbishoprie@stevenjbishoprieeom ( tin If05 +. w L ` 3 5 I • t. NUMBERED NOTES: I{F N I DUCKHAM IY-r 3a-a 4'-a NOTE 1:6x6 P.T.POST WITH'SDLPSLx+F ABA68 POST STAND OFF BASE ON 2'd d4A-C`DEEP SOW PSI FOOTING A i C h I t e c t s Inc. WITH 315 RE-BAR(NEAR BOTTOM),BOTH DIRECTIONS, .,.. 3•- Q_'{L �.—_La=a---- -_3'-B SEE QTIL� IO�tot •:, . e `. LL0. N.O.____ _ NOTE 2:S BLUESTONE AND SETTING BED&MANGE OVER r __________ CONCRETE SLAB WITH Bab 1.4a1.4 WFIF ON 6 s CONCRETE APRON t1..11.00' 374 Congir Street Suite 604 __ __ COMP ACTED CRUSHED STONE COMPACT SOIL M F .. -:.• •':'.;........ .. I MAXIMUM C LIFTS.SLOPE AWAY FROM HOUSE IVY-VC Boston,MA 02210 r 4. _____ ___ _____ __ _ _, PER FOOT. I I TOP OF SLAB AT DOORS I I t7 NOTE 3:HOT USED Telephone 12 n 12 n W rNI 12 I 4R o 617.422-0952 I I 5201 slot 5201 5201 .,( ) 5201 I *�Y Fa senile 6I7.422.0962 I I 12 NOTE 1:P.T.fia8 POSE ON TO CONG PIER W/SLMPSON AB44 520t I (OR ABA88)POST BASE a BCS22/4 CAP,MIN.48- Osterville,MA I I . 4 I I BELOW GRADE(TYP);SIM TO OIL 8/5201 Telephone 508-420-6296 I -� NOTE s:EIFAM PocM¢r w C.I.P.CONC.WALL,a5 Eao.IDH. ur' I I I a W I CLEAR ON ALL SDES AND WN C BEARING. w Aentduckharnxom I I 12 I NOTE 6:STONE VENEER WALL_SECURE STONE(T.BS)TO I I 5201 I DNERICR WALL WITH GAL MIL WALL TIES AT 2r I I D.C. HORIZONTAL) PROVIDE 4'coNCEIE SLAB WITH Bab 10/10 I WEEPS AST 4B'OC AND GAL MR FLASHING AwTr I I WWF OVER 6MM POLY VAPOR BARRIER I BASE OF WALL I I a ON C COMPACTED CRUSHED STONE I I I I SEE DETAIL 12/S2OI FDTI SPECIAL I NOTE 7:COIN. r DEEP BED OF COMPACTED,CRUSHED STONE I I PERIMETER SLAB COLLODION. i I m UNDER ENTIRE AREA OF DECK I I I 1 I GENERAL NOTES: IMPOPER FLOOD PLAIN REQUIREMENTS. 12 I (1)2 SUMP PUMP LOCATIONS,DETAILS AND SPECIFICATIONS ALL STRUCTURAL NEL�EAS LOCATED UNDER THE I 1 517. _ I I TO BE DETERMINED w FIELD 13.E ELEVATION SHALL BE MADE OF A I I W 4' I NONCORROSIVE,OR PRESSIIREIRFATED I I I (2)��oo FOR FOUNCAlION,CONCRETE AND MASONRY MATERIAL(NO EXCEPTIONS). 1 5-aF 7 2'd: t5-Y EL= t-tt a S 7 I I I TOP OF SLAB _ I (N M o.-MASONRY OPENING __-_1-___ _ __A lOGII POIM ___J I (4)OUTSIDE OF CONC.WALL AROUND E E PERIMETER OF IWALL CONT.Ir DIA.DRAIN PIC PIPING SYSTEM.AT HOUSE CONNECT PIPING TO SUMP TO DRY WELL(SEE a= I I I CIVIL DWGS) S'H CONC. 4z= ___ I I G� NOTE 1 Is _________ 12 _.1 I EL= 1-11 I L_____ _ I- 5201 ___ 1 J Tfatn,wea w NOTE s I _ MUTE 5 r I 4 WALL HATCH LEGEND: =o"'o� [5 I smt i �- --- 1 r 1 STOE VENEER(T.BS.)1-8V ` R OF WA11 52M W-T I 1 44 G- I Is I I OF SLAB NOTE 2 1 I ABJ(SEE ARCK OATS). 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SHEATHING 2x PL WALL STUD FLOOR SHEATHING FLOOR SHEATHING 2x STUD WALL PLATE 374 Congress Street Suite 604 SHEATHING Boston,MA 02210 ' ENGINEERED RIM aOaRD 1-JOIST Tele ho 617.422-0952 ne + ENGIN OBL 2z TOP PLEERED RIM p BOARD Faes n le 617-422-0962 BL 2x TOP PL M BLKC®POST 09[CIle,RA LOCATIONS 2x STUD 016"GC Telephone 4i296 2x STUD 016"Oc www.keutrluckh•1mcomeom _ REFER 70 MNFR SPECS GARAGE SLAB FOR ADD'L FRAMING REQ'O ON GRADE ' TYPICAL I—JOIST FLOOR DETAILS I SIEGEL ASSOCIATES, INC. CONSULTING STUCTURAL ENGINEERS 634 COMMONWEALTH AVENUE NEWTON CTRE,MA 0,24.19 PHONE:EN617.264.Is 2 A OUTDOOR SHOWER PERIARCH OWGs FAX: 617.244.1732 "•t 111.s"I-JOIST PER PLAN 2x PL 2x STUD WALL or Lq • SF_ � r ENGINEERED RIM 3- zi0 PT IpD R BOARD 1 2x PT JOIST PER PLAN STONE PATIO PER ARCH DWGn r PERMIT SET NOVEIMH 21,2003 SIMPSON HANGER OVERFRAME 1ST FLOOR ROUGH STONE PATIO I ' 2x PT GIRDER STONE PATIO PER ARCH OWGs TO ELEVATION:0'-0'E BALLOON FRAME EXT WALL 2xf PT I6" OC - W/2z6s® OC I 1-1 SIMPSON LUS28 FACE Issues ----I 2x 0 P GI OER MOUNT HANGER N=bupyx ) gym A 6. d B+ 1-1 SECTION °sOti sr r SCALE: 3/4" = 1'-0" 1 11, A S20 16 (W MH SPIN E LKG N x x Revisions N N ACCESS y y1 PA EL PER AR D � I JrO.vl Gq Gq G,o Gq L N 3-2 PT - 12 RD r 6+S q B A 6 q d` i 46 S A OJ` G A A GS A r ABBREVIATIONS: QO r ON ON ON 04, ON Chxbdb':SPS AOD'L-ADDITIONAL O,� 2x 0 F r LE DGEfby:TDS BLKG - BLOCKING BM - BEAM -1 xlt VL BOTT - BOTTOM SRO - BEARING BTWN - BETWEEN Wheeler Residence CLG - CEILING COL-COLUMN . fb�1O� CONC -CONCRETE i° i 11� AJ 20 16" C b O~+ CONN Co ",� O _ W/ ID PA B C) Q 459 S�eaR Yi1eFw�nvenne CONT-CONTINUOUS 10 PT EOG R OStelville,1BJ0 04UJJ DIAG - DIAGONAL m x ON - DOWN EOSP -EQUAL SPACES ES -EACH SIDE Sr i°r N O EW -EACH WAY ON LU 28 m a FUN - FOUNDATION - mx FIN- FINISH FLG - FLANGE FTG - FOOTING I HORIZ - HORIZONTAL q n NOR -HEADER JST-JOIST roAr' I LVL- LAMINATED VENEER LUMBER N LW- LONG WAY MAX -MAXIMUM MIN - MI NIMUN B, Q12 3-2x8 PT Q P MNFR -MANUFACTURER '0O s D8L RIM 101 b 0 b 0 NTS- NOT TO SCALE STEPS TO GRADE PER J�.Ar WINDOW PENINGS•TYP b*y1 p+y1 OC - ON CENTER ARCH DWGn pN QO QO &WiqSmI.A ,E PL- PLATE ' PT- PRESSURE TREATED REQ'D- REQUIRED SPEC- SPECIFICATION S101 SW- SHORT WAY STONE PATIO PER ARCH OWGs TYP-TYPICAL LION - UNLESS OTHERWISE NOTED STONE PATIO PER ARCH DWGn VERT-VERTICAL 1ST FOR FRAMING PLAN W/ -WITH "1�LO ' 1121dS I =WOOD V•T6G SUBFlAOR .00S?+eKFNT DUCKHAMSHEATHING FLOOR JOIST 2x PLWALL STUD FLOOR SHEATHING FLOOR SHEATHING \r— 2x STUD WALLgY'WL I 3-18"xt1''LVL°1• A r ch i•t e L:[s InPLATE NAILER Q q ENGINEERED RIM SHEATHING y� 2-2 BOARD I-JOIST G 604 ENGINEERED RIM q° Boston.MA 02210L 8�� BOARD W12 STL BN OBL 2x TOP PL I OBL 2.TOP PL Telephone 819�22-0952 BLJCC O POST LOCATIONS WOOD NAILER Facs111u1e 617-022-0962 2x STUD 016"OC !S^x8Y'x6h" CAP PL 2x STUD 0I6"OC y W/2-%"OTHRU BOLTS 2-4 Oeterville,MA Y,x536"x536'SO.(10)COLLAR _ Telephone 508.420-6296 NOTE, VERSA COL W/ 1-4! 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IF THREE OR MORE STUDS ARE CALLED OUT.ONE OF THEM IS A KING STUD ,t - I p, 'A^, _j c O AND THE BALANCE ARE JACK STUDS. ,}_=-_---� 7 7 . POST THRU--CONTINUOUS POST THRU FLOOR O� ? iv gl POST UPRDN--SOLID VERTICAL BLOCKING THRU FLOOR REQUIRED Q j I ,o° O 0 •4 REFER TO POST LEGEND ON SHEET S1 FOR AOD'l b+p 02 I j I �•�+S Q 'fj' YJJ INFORMATION. 3.HEADERS ARE AS FOLLOWS UNLESS NOTED OTHERWISE. O�O� rij 3-1%"x%' LVL(CON7.) J; 3-13'i xglf" LVL(CONT.) ,� J 3-1%"x81(' LVL(CONT.) ' os-zx10 �yti Qo5` Qo}ttio� Q +v 2NO EVER 6+p Or }QOy °q.S1' °•l• °ryS '�.f1O q TheviugSuk ASNOIID 4. ALL WINDOW HEADERS ARE DESIGNED USING 2-2x6 y n STRUCTURAL MULLIONS AT ALL AVAILABLE LOCATIONS ....... . . ..... ... . . . ............. .. . . ...... . ...... . . . ... ........ .. ....... ..... ... ... . . .......... .. ....... ""N" S 10 2 I 5. DENOTES CHANGE IN FLOOR ELEVATIONS PER ARCH DWG. • SECOND FLOOR FRAMING PLAN Dda hoed: I BALLOON FRAME GABLE END WALL W/ ' 2.6 012"OC KENT DUCKY" 3-11:"x96"LVL t1E Cf11 Cect3 Inc. SHEATHINGVt'P2x OIST 2x pL WALL STUD SHEATHING FLOOR SHEATHING 2x STUD WALL QOy Q°y O�+ef PIATE Oy s 874 COngr.Sweei. SEite 604 SHEATHING Boston,MA 02210 ENGINEERED RIM Telephone BOARDI-JOIST 2ND FLOOR P 617-422-0952 ENGINEEREO RIM WALLS Facsimile 617-f22-0962 BOARD DBL 2z TOP PL Osterville,MA DBL 2x rov vL LOCATIONS OST Telephone - 2x STUD 016"OC P 508-420-6296 016"OC C www1cutdurkhnln.com i REFER TO MNPR SPECS FOR AOD'L FRAMING REO'D 00 FRAMING SEE SHEET S104--\ i TYPICAL I—JOIST FLOOR DETAILS SIEGEL ASSOCIATES. INC. CONSULTING STUCTURAL ENGINEERS 634 COMMONWEALTH AVENUE NEWTON CENTRE,MA 02439 1n0'! _ PHONE: 617.244.1612 p\ FAX; 617.244.1732 L sL S.IWV PAW 1< S4'Ga 8d NAILS 0 12"OC 2-8d NAILS T4:G SUBFLOOR y* Fo 'A "It ST' UHAL j PER 8LK - ------ PERMIT SET 2-8,1 NAILS I-JOIST BLK'GIt PER BILK1x3 STRAPPING PANELS 13 NOVEMEER21.2006 TYPICAL I—JOIST MID—SPAN BLKG I LssuesNumb. mm Daldpioo AO 7+0 AOS2+6 C.- LVL l0 f4. QO� Q�►JQ LL A C A I e I A i i L• A BA A B 'YP A I r= I II I I I I I I A S90 1 "0 (W i F J DI _ QO II ISP B G) G 1 - i > WINDOW HEADERS Q 2-2:10 NOR I _ _ _- J II 'Till N A I, E DESIGNED ASSUMING J - - - J I I S MP N 1 Tdt AE -2x6 STUDS AT ALL IMP 0 NUl I - TUD SPACES )�6VIS10115 s ? I L O I •_ Numba Due Des 0- o? 'k0 O EARING WA ---1v."xli "LVL Wo Q I 1 I N I -1%"xl "LVL I I 1 1 11 a HUII GLTV 6/9.25 "A EAR NO 2-1 "x11i6" LVL � UP • o m LVL-" ail OH i 'caa 1 0 u 2-% �" > O Ch hd by:SPS 3-1$4"06"LVL aOi `� I Dnnmq:7D9 N • � r+ -1'S AJ 1 0 0 I a (W MI SP N 0) 1' WALL ABVE Wheeler Residence ' 3iI NOTES: I ``r__ __________________Y� Q Apl I g I cy ATTG W Alin 459 Sea QIBW Avenue 1. 0D ROOF SHEATHING TO EXTEND FULLY UNDER I I I Q pI1 I1' J OVER FRAMED AREAS. I FEARING WALL 2.10016'OC _ _ _ _ OSCeNII�eI YG'655 1 - - - �, S 2. POST IDENTIFICATION AS FOLLOWS: I I TRAY CEILING PER I : ARCH OWGe I II LU5210 _ POST DN(AT[ND OF SPANI--IF NOTHING IS INDICATED, I I I II I II PROVIDE SINGLE JACK STUD @SINGLE KING STUD.IF THREE OR I I I I I MORE STUDS ARE CALLED OUT,ONE OF THEM IS A KING STUD I I I f______________________ to AND THE BALANCE ARE JACK STUDS. i II I i p09T THRU--CONTINUOUS POST THRU FLOOR a II I II POST UPADN--SOLID VERTICAL BLOCKING THRU FLOOR REOUIRED REFER TO POST LEGEND ON SHEET SI FOR AOD'L .� `` Pu INFORMATION. �i 3. HEADERS ARE AS FOLLOWS 3-1 i"x9h"LVL ,O fS O I I O s O I UNIESS NOTED OTHERWISE. O� (CONT.)H ` I i 31". "LVL S-2x6 Q O CONT. QO� QO� QO� �+0� 4.ALL WINDOW HEADERS ARE DESIGNED USING 2-2x6 ry JQ DmugSdc AS N= 3 STRUCTURAL MULLIONS AT ALL AVAILABLE LOCATIONS >E , NxuEec S. DENOTES CHANGE IN FLOOR ELEVATIONS PER ARCH DWG3 O /ATTIC FLOOR 6. FRAMING PLAN S103 "y ALL SIMPSON HANGER IN CONTACT WITH `/1�4 1 Ix PRESSURE TREATED LUMBER AHLL BE Z-3 MAX GALVANIZED 1111.OS I . SIMPSON A34_ ROOF SHEATHING' - - - HAPTE MAIN IN ROOF OC SHEET LOW SEE ATTIC FRMC CA�cTh UCKHAM FRAMING ANCHOR2,10 MAIN ROOF 2x RAFTERRAFTERS O 16" OCcts Inc. ►'C� P�4, 374 Congress LINE OF SHED DORMER 1 1 ON TO HDR i I Boston,MA 02210 1 Swle 604 ROOF SHEATHING I I 1 I zntl FLOOR WALLS Telephone 617422-0952 2x RAFTER 16' EVE BM 11 TRIMMER RIMME _--__ - 11aC3u011e ATTIC KNEE WALL 16" EVIL DM 10 FLO R 1 I L 10 LEDGER ----- i I 617d29r0962 PER ARCH DWGP 2x6 CLEAT WALLS BEL W - - Ostertalle,MA 52-16d NAILS O I j 6, NAILS o 16'oc _ I Telephone 508-42Pb296 L • 6 CEILING JOIST,TYP 6 CLEAT 3-16d TOE I -- I I www.kentduc"n.eoln W 2-16d NAILS NAILS,TYP 2.6 T oiP C Ii W/2-1 AILS L f 11 �^ u0 t l l J �-- T 2z6016'OC I I h a SECTION _ SECTION CEILING JOIST - J�. -tom ��• -0' " ' "� — " SIEGEL ASSOCIATES, INC. CONSULTING STUCTURAL ENGINEERS VENT BY OTHERS - uo II W/3-/6d e e N 11 NEWTON CENTRE. MA 02459 1"GAP ^ 1 --e EL PHONE: 617.244.1612 Utor ROOF SHEATHING �'° I I 1 I FAX: 817.244.1732 'r✓q\" SIMPSON A34 I I # #FRAMING ANCHOR ¢G2x RAFTER c __ Ao T - TRI MAR j�t¢ STP.JLT�L ^� 1st FLOOR i i 'Ibp? rt002 +♦002 i i WALLS BELO ' I I 2x10 LED R Q Q°y • QOy i i ----- --� PERMIT SET I I o TRIMMER /LVL RIDGE BEAM 1 I o• - 1 I NOVO4BER 21.2006 i 2x10 LOW ROOF = SECTION 1 I AE rn ; RAFTERS O 16'OC }♦ I 2x1O RAFTERS 2x10 RAFTERS �� aC C I ISsm O 16"OC O is"OC r____ - 2-2x10 Numb. Dom D..iplim r--- - LEDGER m tl LINE 11 W/3 16d q laf FLOOR W L1S I I 4RAFIER OF RAFTER 2nd FLOOR WALLS A0.1}�+d, i 3_x ze __ _ _ _LN tEOGER--- II W 3 11 11 4 c DN TO NOR 3-2x4 POST 2x SHED i 1 z O 1 1ATTIC KNEE WALL i I ,POv .A RDOS OP V L M1,`CALL WHASPER ARCH DWGs rc x - Revisions NULUONSLIDS ATNor D& �Pd. W/ R-3NTO I ----- TRIM ER ` 10 SX D RME D UT VA YTUD - LINE OF 2ND FLOOR SHED RME II x z �' * RS 1 BM / DST SECTION ♦ t-o' 1 R-1 I,t DE-- u 2 2x1 rc pub ;w BEARI!G iUPPORT FOR - L' _ RIDGE BMS R_3 o,P D�Zr I 2-2 I 2 IB 16 L r'0 -2x u 0 u �p 2-VI B M MIMMEH— Bt FLOOR PORCH - - A v - ____ l Cha:bdby:SPS i o, 10 I RO F RMG, SEE SHEET 5102 o I I OR O Is-OC POT T PR VID 30IOIWREA ING SUP OR i- �•A�L'•T� o _ IN TIN VALLEY AN CFIDGE 8M aQ o w ^ I I I!Iz CULTURED STO 2 2xI '_CULTURED S ONE N ENEEfl ABV., P � r ALL FOUR SI ES N I Wheeler Residence I ALL FOUR SIDE o W o I a NOTES: 457 Sea p P1gee�w1 Avpeenne 0 1.ROOF SHEATHING TO EXTEND FULLY UNDER I ti+O? 'Vr �4lGlYLlgl 1pD DAUS� 1 o OVER FRAMED AREAS. m �y 4?4 OWING IL . i 2. POST IDENTIFICATION AS FOLOWS: I w • 0 1 r 1 - 2x1 51 EO ER ATTI R W/3-I6d I i I 1s1 FLOOR POST ON(AT END OF SPAN--IF NOTHING IS INDICATED, RA O 1 C WALLS BELOW C BIRDSMOUTH V LLEY PROVIDE SINGLE JACK STUD R SINGLE KING STUD.IF THREE OR SHEET 103 i I I W/3-16 WAILS MORE STUDS ARE CALLED OUT. ONE OF THEM IS A KING STUD I BIRDSM UTH VALLEY OOf FO N AND THE BALANCE ARE JACK STUDS. I I LINE POST THRU--CONTINUOUS POST THRU FLOOR POST UP@DN--SOUR VERTICAL BLOCKING THRU FLOOR REQUIRED I -------/2-2 10 2-2.10I REFER TO POST LEGEND ON SHEET S1O1 FOR ADD'L - ----- R-3 I INFORMATION. 3. HEADERS ARE AS FOLLOWS ON TOHOR M1+ I 9 I „ UNLESS NOTED OTHERWISE. y 02 I __ _ __ __ dl: _______ ____x�----- -- "y 3-2c6 QO 3- B I I I I I I I 3- 8 Onxmg S.IC AS NOTED . ,b C 2xIO MAIN ROOF BRACKETS PER O 4.ALL WINDOW HEADERS ARE DESIGNED USING 2-2x6 RAFTERS O I6"OC 2nd FLOOR 200 MAIN ROOF STRUCTURAL MULLIONS AT ALL AVAILABLE LOCATIONS �y� 2ntl FLOOR WALLS WALLS BELOW ARCH DWG.CABLE O 16"OC QO Bo 5. DENOTES CHANGE IN FLOOR ELEVATIONS PER ARCH DWG, GABLE END WALL S104 6. ALL SIMPSON HANGER IN CONTACT WITH ' PRESSURE TREATED LUMBER SHALL BE Z-3 MAX GALVANIZED ROOF FRAMING DdelmrC 1121AS ' GENERAL CONDITIONS - ROUGH CARP1CNiRY - - - - - KENT:i�C Um LC-C.MUST SUHD EXACTLY WHAT IS SHOWN ON STRUCTURAL DRAWING&ANY PROPOSEDDEPARTORES FROM 1.ALL ROUGH CARP&71RYWORK SHALL BE W(E[UIED IN CONFORMANCE WITH THE AMERICAN INSTITUTE OF TIMBER WHAT 19 DMIC47W MUST BE REVIEWED WITH TUB ENGENE R PRIORTO CONSTRUC MOH AIL UNAUTHORIIJID CON97RUCnON•TIMBER CONSTRUCTION STANDARDS-AIT C 100. A r c h CHANGES TO THE APPROVER/DRAWINGS MUST BE REMOVED AND REPLACED AT THE CONTRACTOR'S vw^w^ L WHEN NOT 071MRWIM IDENTIF®,ALL WOOD BEAMS.JOISTS,RAFTERS.HEADERS,STRINGERS,PLATES,AND SHIS 3,ENGINEERS DESIGN IS DERIVED FROM ASSUMED FIELD CONDITIONS.ANY DISCREPANCIES BETWEEN WHAT IS SHOWN SHAH.BE SPRUCSPINE FR62 OR BETTER.WITH MINIMUM Fb-875 PSI(SINGLE USE)AND Fb-IDW PSI OREPBTTIVEUSE). ON OUR DOCUMENTS AND WHAT IS FOUND INTER FIELD MAY CHANGE THE STRUCTURAL DESIGN,AND MUST AND H SHALL BE L4000A00 PSI OR BETTER DRAEDLATF.LY BE BROUGHT TO THE ENGINEERS ATTENTION PRIOR TO ANY OONSTRUCITON, 3.WOOD STUDS MAY BE EASTERN HIA4.OLR HAM M SPRUCE,OR HEMFIR,GRADED*STUD`GRADE,R OR BET7ffiL - 3.THIN CONTRACTOR SHALL CAREFULLY VERIFY ALL 02ENMONS AND CONDITIONS SHOWN ON DRAWINGS PRIOR TO 4.LVL BEAMS,AS N07W ON PLANS,SHALL HAVE A MDUCUM Fb-3080 PST.B-2AOO.000 PSI,AMID PF-285 PSL LVL BEAMS 874 Col sSlreel Suite 6O4 - - COMMENC®ffiNTOFTFIB WORl4 AND SHALL NO'IiPY TIE BNGIIIBER IIBDATHLY OP ANY D/SCRBPANCI6S RSJV/HEN SHALL BE NFEBALAM•BY BOISE CASCAOR NO SUBSTITUTIONS WILL BE ACCEPTED,UNLESS THE ENGINEER �C8 ENGINEERRNO AND ARCIHTECTURAL I#)QU6BNT'S SPECIFICALLY APPROVES ANOTHER PRODUCT SUBMITTED BY THE Boston,MA 02210 4.THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF TEMPORARY SHORING,BRACM OR S.WOOD'C BEAMS SHALL BE'BO'BV BOISE CASCADE NO SUBSMU7MM WHL BEACCMW.UNLEM TJIE ENGDO'ER OTHERWISE PROTECTING ANY PORTION OF THE STRUCTURE.SHE AND UTILISES PROM DAMAGE DURING SPECIFICALLY APPROVES ANOTHER PRODUCT SUBMITTED BY TUB CONTRACTOR MANUFACTURERS hoot le CONSTRUCTION.THE ENGINEER E SPECIFYING THE PINIsHBD CONDLTON ONLY,wnuouT ASSUMING IcNow DOBNOR RECOMMENDATIONS FOR BEARING,REINFORCING.CUTS.CANTILEVERS,FASTEXONO,ETC,SHALL BE STRICTLY ADHERED Telephone 617.422-0952 RESPONSIBILITY FOR HOW THE CONTRACTOR WILL ACHIEVE THIS RESULT. TO. F2rsun1le 617-422-0962 S.FOR EXACT LOCATIONS OF FLOOR AND ROOF OPENINGS.POST$•ETC,SEE ARCHITECTURAL DRAWING& 6.PLYWOOD WAIL SHEATHING.ROOF SHEATHING•AND SUEFLOORING SHALL BE APA GRADE,TRADEMARKED CID IN ERIORWTHEXTERIOROLUE SURFLAORINO SHALL BE 3/4'TIUCK TONGUE AND GROOVE,AND SHALL BEGLUEDTO FOUNDATIONS FLOOR JOISTS WrIM AN APPROVED ADHESIVE PRIOR TONAHING.ROOPSH EATHING SHALL BE SW THICK WHEN Ostemil)e,MA • SUPPOETSARBSPACBDAT16'CEN ERS.FOR 24•CENTaK SHEATHING SHALL BEWS'THICK.AND SHALL BB TONGUE Telephone 508420.6296 I.BXGVA7E To LNB %GRADBB REQUHRSD TO PROPERLY INSTALL THE FOUNDATIONS ON INORGANIC AND GROOVE OR ALIGNED WITH METAL H CHIPS BETWEEN RAFTERS,WALL SHEATHING SHALL BE VY THICK. - UND137URBED60LL ORCANI'ROLL.6D 6TIRUCTUBAL a•^��s-A88P.QUIRED BY THE AR<HTI'HCI.ALL EXCAVATIONS 7.ALL WOOD HAVING DIRECT COMACL'WITH CONCRETE OR MASONRY,AND WitB)RBVR WOODS WITHIN B•OP FROSTED WWW.IEGI7IduC�1)NUn.CON SHALL BE DRY BEFORE PLACING ANY CONCRETE. GRADE OR PART OF OPEN DECK CONSfEUCnON,SHALL BE PRESSUKHTREATED.BEAM IN IE S INCONCMB BEAM IEXTERIOR FOOTINGS SHALL BE PLACED ON APPROVED SOIL AT A MWISUM DEPTH OF 4 PREP,OR AS MODIFIED BYTHE POCKETS SHALL BE WRAPPED IN A SELF-ADHERIND RUBBER MEAERANH. STRUCTURAL ENGINEER BELOW THE LOWEST ADJACENT GROUND/EOSED TOFREEZDNG.ANYADJU37MENT'OP &JOIST AND BEAM HANGERS SHALL BE BY SItPSON SIRONO-71H CORP.TJECONIRACTORSHAILM CTLYADHOUITO _ F0071NO ELEVATIONS DUE TD FIELD CONDITIONS MUST HAVE THE APPROVAL OF THE ARCHITECT. MANUFACTURER'S FASTENING REQUIREMENTS. 3.SOIL BEARING CAPACITY: FOOTINGS MUST BE PLACED ON SOIL WITH A MINIMUM HEARING CAPACITY OF 4000 POUNDS 9.UNLESS DETAILED OR SPECKED OTHERWISE,PROVIDE AT LEAST TWO JACKS7UDS BENEATH ENDS OF 2X12.LVI,AND PER SQUARE FOOT. PARALI M HEADERS AND BEAMS.WHERE POSTS ARE CALLED OUT AS MULTIPLE LIES.SUCH AS 2-2X6,3-VA 40X6,LTC. 4.SACKFUL BELOW FOOTINGS AND SLABS SHALL BE MADE WITH APPROVED GRANULAR MATERIALS PLACED IN 6• ONE 2X SHALL HE POSITIONED AS ANTD STUD AND THE BALANCE SHALL BE JACKSn= LAYERS.LAYERS SHALL RE COMPACTED TO 96%DENSITY AT OPTIMUM MOISTURE CONTENT,AS DEFINED BY ASTM 10.FOR WOOD JOIST SPANS UP TO 14 FEET.PROVIDE SONOLBROW OF FULL DEPIH BLOOIN BETWEEN JOISTS AT D1557,METHOD D. MN IN SPAN.FOR SPANS EXCEEDING 14 PEEL.PROVIDE TWO ROWS OF FULL DEPTH BLOCKING BETWEEN JOISTS AT THIRD 5.BACKFILINO AGAINST WALLS OR PIERS MAY ONLY BB DONE AFTER WALLS OR PEERS ARE BRACED TO PREVENT POINTS OF THE SPAN. MOYHMEM.FOR WOOD FRAMEDRESIDENTIALCONSTRULTION,NoRACKPHINGOFWALLSMAYTAKEPIACEUNTL IL GABLE-END WALL EMS IN CATHEDRAL,PARTIAL CATHEDRAL.OR HIGH CEILING SPACES SHALL SPAN SIEGEL ASSOCIATES, INC. THE FIRST FLOORDECK HAS BEEN FRAMED AND SHEATHED,UNLESS WRITTEN APPROVAL I GIVEN BY THE ARCHITECT UNINTERRUPTED FROM THE FLOOR PLATS TO THE UKDERS10B OF IRS ROOF RAPIERS.THEY SHOULD NOT BE ORENGINHSR. INTERRUPTED BY ANY HORIZONTAL PLATES OR BEAM,UNLESS NOTED OTHERWISE ON THE DRAWINGS. CONSULTING SSICTURAL ENGINEERS 6.PROVIDE FOUNDATION DRAINAGE WATERPROOFING/DAMP-PROOFING,AND FOUNDATION WALL INSULATION AS ILMEMRERS WITHIN BUILT-UP BEAMS,WHITHER MADE OF SAWN OR ENGINEERED LIMBER,SHALL ONLY BE SPICED 634 COMMONWEALTH AVENUE INDICATED ON THE ARCERTECTJRAL DRAWINGS. OVER SUPPORTS. NEWTON CENTRE. MA 02459 7.PROVIDE METAL OR PVC SLEEVES IN THE FOUNDATION WALLS FOR SEWER,OAS,EIECTI=AND WATER LINES,AS 13.PROVIDE SIPSON HI OR H23 HURRICANE TIES BETWEEN HACH RAFMERB077OM AND ITS SHARING POINT. PHONE: 617.244.1612 - 10 Of REQUIRED. 14.UNLESS ANO7TERCONNHCDDR E CALLED OUT,PROVIDE ONE SIIPSONA34 FRAMING ANCHORATEACH FAX: 617.244.1732 4µ �(r• RAPLHRAUOGS BEAM PSERS6C110N,AND TWO WHEN RAFTERS ARE DOUBLED OR TRIPLED(ONE EACH SID4 d 51tY-N vAIA tI CON CRE@ 15.CONTRACTOR SHALL CAREFULLY COORDINATE THE WORK OF ALL TRADES 7D MD404=TH THE NEED FOR COLS AND _ BOREHOIESINFRAMINGLU6BPR.IN GUIDERS,BEAMS.OR JOISTS,CUTS AND BORE HOLES SHALL NOT BE DEPPERTHAN L ALL CONCRETE WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE LATEST EDITION OF ACF318.'BUDDINO IU TEE MEMBE R OEM NOR MORE THAT 2'IN DIAMETER.AND SHALL NOTES LOCATED NEARER TOTES END OF TIE SINUCNiNL �Nf CODE REQUIREMENTS FORREDIFORCEDOONCRETE". SPAN THAN THREE TIMES THE MEMBER DEPTH NOR WITHIN THE CENTER THIRD OF THE SPAN UNLESS BEItFOR(FD To f\b L CONCRETE SHALL ACIBVB A MINIMUM 28 DAY DESIGN STRENGTH AS FOLLOWS; FOOTINGS,WALLS,IN[ffiWR MEET STRESS CALCULATION& SLABS-0N•GRADE,AND OTHER CONCRETE NOT OTHERWISE SPSCMED-30DD PSI. EXTERIOR SLABS EXPOSED TO 16.AT WOOD POSTS LANDING ON FLOOR DECK.PROVIDE SOLID VERTICAL WOOD BLOCKING WITHIN DECK SANDWICH TO WEATHER,-4000 PSL LINK UPPER POST WITH LOWER SUPPORT.BLDCIC NG TDMATCH UPPER POST SIM 3.SLUMP AT TUB POINT OF DISCHARGE FROM THE READY-MIX TRUCE SHALL BE 3-5'. 17.SET LVL BEAMS THAT FRAME FLUSH WITH D04MOKM WMBER JOISTS Sir BELOW THE TOP OFJOISIS TO AVOW 1 CREDWORCRNGSTEEI<TYPICAL-ASHM A615,GRADE 60.FIELD BENT-ASTM A6M GRADE 40 FOR JOIST SHRINKAGE WHERE HEARINGMS,WALLS OR POSTS LAM ON THESE BEAM SOUL OAP WITH 3/r PLYWOOD FOR P E R M I T S E T WELDED WIRE FABRIC-ASTM A185. SOLD BEARING. 3.NONSHIINK GROUT SHALL BE'BMBEC O 133'BY MASHIE BUIDERS,'SONOGROtT^BY SONNEBORN BUILDING PRODUCTS,TIVE STAR GROUT'BY U.S.GROUT CORPORATION.OR EQUAL AS APPROVED BY THE OWNER- GRAVITY DESIGN LIVE LOADS NOVEMBFR 21.2008 STRUCTURAL STEEL 1.ROOF RAFTERS:SHOW LOAD:25 ESP,DEAD IAAD:IS ESP. 2IlVINO AREAS:ID PSF 1.STRUCTURAL STEEL WORK&HALL CONFORM 7D THE AMERICAN INSTITUTE OF STEEL CONSSWCITON:'SPE(IFICATION 3.ATTIC SPACES WITH A CLEARANCE BETWEEN TOP OF CER240JOIST AND BOTTOM OF RAPIERS LEM THAN 42• FOR STRUCTURAL STEEL FOR BUILDINGS',LATEST EDITION. CLEARANCE-0 PSF LIVE LOAD•12 PSF DEAD LOAD. M STEEL BEAMS SHALL CONFORM TO ASTM A992,WITH A MINIMUM YIELD STRENGTH OF 50 KSI, 4.ATTIC SPACES WITH A CLEARANCE BETWEEN TOP OF CEILING JOIST AND BO7TOMOF RAPPERS GREATER THAN42' Issues 3.PLATES,ANGLES.CHANNELS.AND MISC.FABRICATED HARDWARE SFALLCONFORM TO ASTM A36,WITH A MINIMUM CLEARANCE 2O PSP LIVE LOAD,12 PSF DEAD LOAD. Nmnbo I)m D=np= . YMMSTRENOMOP36KSL RECTANGULAR STEEL TUBING SHALL CONFORM TO ASTM ASM.GRADE%WTTHAMINIMUM YEW STRENGTH OF46 KSL 4.ALL 97WL TO STEEL FIELD CONNECTIONS SHALL BE MADE BY HIGH STRFNGM BOLTING WITH ASTM A325 BOLTS OR WELDING W17H E70 XX BLFCIRODES.STEEL TO CONCRETE AND SIEELTO WOOD FIELD CONNECTIONS MAYBE MADE WITH ASTM A 307 BOLTS. 5.MEL SHALL BE SHOP-PAINTED WITH A MODIFIED AIEYD FRD46RUNLESS OTHERWISE NOTED. ' 6.STRUCTURAL STEM SHOP DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE ARCHITECT FOR APPROVAL THESE DRAWINGS SHALL SHOW COMPLETE AND ACCURATE MHMBffit LAYOUT,SAS,GRAM DIMENSIONS, CONNECTIONS.OPENINGS.ACCESSORIES,AND ALL OTffi INFORMATION NECESSARY FOR COMPLETE AND ACCURATE _ FABRICATION AND ASSEMBLY OF THE MEMBERS.PROVI STIMPIATES OR LOCATIONS DRAWINGS FOR INSTALLATION OP ANCHOR BOLTS.A SUBMITTAL SHALL L CONSIST OF TWO COPIES OF EACH DRAWING;DNS COPY WILL BE RETURNED. 7.NO QTrITNG OF OR OPENINGS THROUGH STEEL WILL BE PERMITTED WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER RCVISions ftd6 Dam Dcufptim SA. Cb hdby:SPS DD by.TDS - - Wheeler Residence 457 Sea Peer Avenue I wavine,KA 02655 - DNevisgSnlc AS NO'IID S200 . - uzlBs i . �►i' .. . . . �i) .. � it ,.. . — �.Iw; � — '/ •fill 1 . .,... t - = �i�i\J � III IICII II \,�<\i\i /�' �i>i is'•i`t•-e G\\'G/�<�\l\�y\,P\\, II I � ,\!,\s ■C! 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GO -\�\v\v\��`^"v"""'� �'.••''3'b��a! ---I�if� �� -,fir////. ;:,:�:ti;:�; ����� `� COUNIMMASHING W/DRIP EDGE.AT SHELF am SMTRUM ���j�,0✓%1\P \\iQj�jJJ\`il' I►_. I � '•°////%'////a'/Gi,G'�//ii,�l•::❖::::�.:•:,.:•:•::� :•5.:3���i::;:.::•:• �[/!,./f-`dot/`\\' �\!\`��!Jll '� ��.-:��0 i.• / I ./ ./. is/.,.. .� �i�• / Ir✓ / �•i n � / / ✓/ t\ / 2 1 \ s f\ /./,//✓/ //>/p' !/��1\///v/\\�Q��_�\!/\t�G /O!/O/�\!/`'"11.=11F e o.•;!��;...�.�.,!IJ...,!��,.., o/�.. 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EL (AT EACH JST) [L-1, .L'�. ., • � N �I:1 :'%�:.�:�,._ ;,�j _•.•'r:.%111 } !::. :•:pOSor:�r WALL &ISO SHEATHING :.,,' - `I \/i\!—1 ROW OF 160 GAM WINLEDGER(WITH ICE Ali =����-�1=1 - \p`\� ,iip�p>r NJj�/ip/r\\/r� ur -,fir-u7r'n � lea i,✓ 1p_\\ �O\\.� � -1L•7�..IC-•II�11.-11 �\��\/\�p��!/�\G\�;:I 11.-1�1=II�11=.11�•'L�IL�II•.1� ':\� �ii�\d` �G�J /i•/i✓i✓i'/i/' I III IC'11.=II=11=11=IF=11.-1L II' ; " „�I{ �� �,✓` ;i\i/�\✓�,•%i.�i, 7t=�II�11:71E=JL='IL�II-IL-II, °�,� •.'o oo\:�: =.1�..li:=n� Ir 1i-1_L-n-aI. /�%/�j\✓/�//�/mill, /�/i�2G_•2/tee... ELECTRICAL SYMBOLS: ARCHITECTURAL ABBREVIATIONS: DRAWING LEGEND: SINGLE POLE SMfal. H TELEPHONE dOCN [KE:NTDfJJCKj1"a And —- Fs FiD sea Pwi vend o NEW vrALL NIOr1slRucrDNDOOR JAMB SWTRQI wMH NALL NOUNIED TELEPHONE JACK a Angle FSH Fn sprid5et Head PUT Pod ct m�umm_'"'""E"y"�++rRO At FSTP Fduring PNm Poindd KEW BEARING WALL COFSTRUCDIN FURNITURE TYPECtS Inc. DOUBLE POLE SWITCH Camerikle FF Font or Fad POL PaUand /H DUPLEX TELEPHONE JACK p Narrater FTC Feeling POLY PoMdANene A ¢4 TIME POLE SWITCH B Pound FURN Furniture PR Pa - r-DJOIGIFS ELEVATION SYMBOL AROIIGH SEOOND FLUOR- ® SPECK OUTLET ! To--Oimansion FURR Furring PRCST Preaad O r INTERIOR ELEVATION_....__ �B' . <$� M Future PREFAB Prardukolea C IEATES SHEET NUMBER 874 Congress Street Suite 604 •0 SWITCH WITH DIMMER DUPLEX OUTLET NE - PRFFIN PrefmGalWd C Anchor /Engineer ;� �WITH AB ,tinesa Bolt C Co. Pm Papa Towd Napanesr DATUM POINT Boston,MA 02210 ACBL Awe(ACA Campfad) GA Gage PIN Periilion EIEV.=1W'-0' 220 VOLT RECEPTACLE ACOUS Amsucd GO Galvanized a. PTR Paps Ford Rsoeptade CQ.—yANDNN HYPE,SEE WINDOW SCHEDULE Telephone OM IXR SIGN LOCATION OUAMIPLEX OUTLET GO Crrer r P G PoPovtn �o -� Facsimile 617-422-0962 AD Above FmiaMA Floor PARTITION NUMBER AD AeeAm0lmra•Ste DLobOiUea Act 9 ADA GFRC Glass F@r ReWorad Concrete Ai PARTITION TYPE 617-422-0962 ® INTERCOM LOCATION =01 WATERPROOF DUPLEX WHET A08L Adaptable(ACA Compllorrl) CFRC dose Fib.Reafevcad Cypaum OF Quarry Tie WOOL Additional GLMU aria ON OuanR1Y R Ostervillc,MA _ ® DOOR BELL BUTTON � SWRCHED DUPLEX OUTLET ADH Adhohe GLMU aria Mesonry unit QIML Quafdy ppQg-]gy - — — — — - WAIT BELON(0ASKED2) Telephone ppuohmbb CUMU Glees Mash Moor Unit .508-420-6296 • ®I DOOR CHIME LOCATION � SWITCHED aUADRUPIDT OULET AADJC Mjaentb O RD Grand R Rider 1 TYPE.SEE DOOR saDD111E -------- OVMW(MOM OR DASHED) AF Aaees Floor OR node RAD RodAo --- vvww.kenUlucklOarn.tom ® TRANSFORMER LOCATION a GROUND FAULT DUPLEX OUTLET ACGR Aggregate GRL Grille Fm Rubber �m ALu GRTG Graiing RD Rod Drain ITEMS A_�OR F°L(HIDDEN OR DASHED) 4Y AF.F,U.O.N. ALT N�n ova GSKT Casket REC Recessed ___________ ® ALAM KEY PAD Cr Grout REF Rderarce � CENTTRUME .: v ANOD Anodized ..���. CLOCK OUTLET AP Access Pe el GYP Groh REFIT Refrigerator --------------------- nFMs R T1F7RND(H®DEN2) ...:. ® EIECIRICAL PANEL ARCH ArduTed GYP CYDmr^ REG REM Rdnttoraed or ReWarrirg DUPLEX FLOOR OUTLET ISPFI li'Tmg KB Hose Bibb REM Remwmble INOTA6 QEVATDN NUIBElt - (CENTEA) ® MOTION DETECTOR He H.P.Care REDO Rcegpuutrtro�d� _ a 10 SWITCHED DUPIFX FLOOR OuREr DD Board KDBD Hadboad RESIL ResTOonI ELEVATION SYMB SPK AUDIO SPEAKER BLOC Building HDWD Nordrad RFC flooring INDICATES R SHEET NUMBER a -- PROPERTY UN E(PHANTOM) 10 DUPLEX MODULAR JACK BLKG IkeYry HOWE Hod.are RN Rigel Hand 14 DUPLEX MODULAR JAM eM Beam NOR H HOT o er RHR Rget Hard R— FAN W/UGHT BOT BUR Bad- Raeng HM HWor Vold RIM Room -� IOM OF WORK(BORDER2) HMIORL H.O.Meld Door RO RRoaudgh Opening INDICATES SECTION NUMBER CAB CmUg Bed N Cabinet O Hold Om Mdrag RV Rain w er Leads A� BUILDING�B BREAK11tlE CG Garner Guard HORQ Horizontal INDICATES SHEET NUMBER CEM Cement HPT High Point S South CEWTS d Near, uHE RCP SYMBOLS: CERCHA Cerane oHHeating.Vartkilm Alt CW=Uwdg SEE SHEET 7 02 MATCH H H � ® CHILD CMOmoad S Soap Disp— PENDMVf FIXTUREs TRACK LIGHTS CHOR Chanfer D tulde Dander SECT S..U.. 2 IOICATES SECTION NUMBER REV NUMBER Ci Canstmdion Jdd N In.W.Faro SBE SIrgb 1 DETAIL SECTION 2 V •----------- COVE LIM CLC CeNag IN Inch or Inches SHR store SCONCE LIGHT CLJ Cenral JointI SUL Inaulauon SHT Shad INDICATES SHEET NUMBER ✓4r'to�Atr aasEF LIGHT LLD Clesd PUR Interior SHMG Shedhkg } CEILING MOUNTED UGHT FIXTURE MR pear IWH hufantaneom Water Haaar SHV Shehing n o`��O�c S WALL MOUNTED LIGHT FIXTURE e—'�� UNDER CABINET LIGHTS GU QI T Clae� � Jul Manna SK Sha 4'-T UTILITY FLUORESCENT- CNIFC CmMfuge JST J m SLY Skeva 0 DIRECTIONAL RECESSED IlGFO FXT. ~� BULB FIXTURE CNN taunter Jr Joint sM Shed Mdal FlXf11RE 1D HN PROTECTIVE OD Cased Opening SRD S nlery NeWn 01weeer Ol01CAlES SECTION NUMBER STANDING SEAM MIL/COPPER ROOFING ,` 1 LFNSE r COL Cdumn KIT Nacho SNIT San"Nopldng Remptade 2 INDICAN OSECT ROUN MB OA RECESSED'CAW' COL Compute KO KRche.l SPEC San"N.4ian ` EDO? ® WATERPROOF QED'CANT 2'-V UNITY FLUORESCENT- CONC cancreta KOP Knockout panel SQ Square I I INDICATES SHEET NUMBER 1---4 1 BULB FIXTURE CONN Carucci n KPL Kid Plate SST, SaMue SInk TFDTIURE TO HAVE PROTECTIVE CONSIR Canetruelion SST staidem sled ST01E VENEER(T.&S) O FLOURESCENT DOWN LXdR C Lea 1 CO"r Cadiwa° L Left Sr Sued I ---- Dom Contractor LAB Labo'W y STA Stan. LOUVER TYRE I CORR Corridor LAD Ladder STAG stagger 1 LOUVER SYNBOL NmIh. Date ® EMERGENCY LIGHTS FlUORESCERT LIGHT CPRS Corryresslble or Cartgaeeskrl LAM Lamind. STC Sound Traremleaim Clara 1/2-MDO PANELING D-gaa 2a or Zd CRS rAW Raged Wed LAY Larolwy SID Standard ON BUILDING,PAPER CS Cal Stare LB Pound SR SU.1 1 0911103 Cann.Camminim QR�IOR CSK Countersunk LBL Labd STOR Storage DOUBLE "O�IIG�Hr W/MO110N GSYT Casanmt LF urea,Foot s1RIDCT sLr l unl A s'EXPOSURE CEDAR sHlk'GIFS DETECTOR RETURN AB G� � LG �H� m suapended DM BUILDING PAPER 2 11nID5 P-h S. OS SMOKE DETECTOR SUPPLY AIR UBt Left Hand Reverse SYMY Synunetrir� ® DEMO Daredbon LB UreaLIB ry SYs � 1 (XIWLPI UNtS TO MATCH AND ALIGN EIUI EXISTING SMOKE/FIEAT DETECTOR DEFT Department LKR Led, T Treed O ® CEDAR LAP AND ON BTH EXIS PAPER E7OQUIST FAN GET Odd LLH Lang leg Horizoatd TaB Tap and Bolt- ® E117CIRIC RAaAM FIEAT J DF O.J*Fountain Uy lag Leg wtiM TaG Tongue and Groove 0 14 menneter UOL Untel TB Tad Bar I ® ELECTRIC MOTOR ON Di ..i. LONG lag An i TIN Tap d Beam D6P O'spe�er LP Urgh f TC Top d Concrete NEW BIXCA1L5 ROOM NAME FIBERGLASS SCREENING ® CABINET LIGHT —_—_— CENTER DNE DN OirLslan lPr Ion Point TEL TelepMne BATH` ,; (AT SCREENED PORCH LOCATIONS) ® CABLE N 011ilrT OMPPF DaDry pprm ng LTWT light"ht TER. Terroao INDCATES ROOM FLOOR FINISH DN Dom LTG Ughtkg 7Top ofFeeling --12 -IOCATES RUN 00 Dido LVR laver or Ieuver TTT Top of r hd Floor ROOFCOP PITCSI IDS D.CA Ong THX MACH Madtina TKRE4 ThrarbM �14\-40CATES RISE Revisions DSP Dry Slandpipe MUM Martkrome THRU Through Numb. Dan D..ipdoo DST Door Slop MAS Masonry TKBD Toe 10. MATERIALS CONVENTIONS: DWG Drar'vg MATIL Material TYPD TmIp.M GENERAL LIGHTING NOTES: OWR °°t" MAX 1md.— TOL Tom°"" Acoustical Tie or Perri ___________ Metal Lath NECH Mudenical TIP Top d Pavement � E East MID Medum TPH Told Pops Holder ALL LIGHT SWITCHES SWUL BE 48'A.F.F.TO CENIU OF BOX UNLESS OTHERWISE EA Elndfi u Umklion Fmeh System MEMB Yernbroro ISL Top of Slab Nam(U.ON.). - ELFS MET mew TST Toopp o1"ed Akndrun Ibriar EL ETeuation MEZZ Mezmnine TV Tdev son (OmR at Sumer Smka) ALL CEILING FAN WAJGHT SHALL BE CENTERED IN ROOM(UA.N.)AND UASr B domdc MFG Mandactcrs TW' Top ofWall ESTABUSHIED/VJ.F.BY EIECIRIaNi. ELEC D k TYP oeuk MH Norte Typical ELEV. Elevator MIN Minimum Bihsntroue Concrete ALL OUTLETS SHALL BE 16'A.F.F.TO CENTER OF LOX UAJL EWER Fmogemy MR Minor UNEX Unezcovateel Pkds ENa Fixlacrrre MIS Maallareous UNFW doiN Ued ALL HER RESIDENTIAL BATHROOM EXHAUST FANS INDICATED ON DRAWNGS SHALL BE FNGR Eigbac MIL Main, lath UON Udem Dl-tar,New ON A TOTER SWITCH. OUR Filtrance IODG No11inqq UPS UnfiterrupENe Power Supply Plastic Iarhlale EP E bAftl RRgpyime Dime Monomer KM IhBrork UL Grind Brick ALL FREESTUIDING FURNITURE SHOWN OF REFLECTED COUNG PUNS ARE TO EPDN MO Masonry Opening UY Ut"molat SHOWN DESIGN NOW AND ARE FOR IEMMICE ONLY. FUML F11W8TLIRE LAYOUT EPRF Epkdon Proof NID Mounted - E'D Fgwl MITT Mortar VAC vacuum Plan Beaune RAW'ad Chekdby: FURNIroNRIE PLACEME CHANGE NT N REOUIRED CONTRACTOR AMD/aR LIECIPoCLW bTU1L L£flOY WITH EQUIP Ez.d MULL WlEmr VCr vhryl Contpnd0m lib (Omit d Sadler S.W.)OWNER Dmvn UGC - ESCAL Esodoter MvBL Movable VERT Valiool ®� Cmmnk Tde o O°o0°o0°a0°°o ooa by: ESMT Easement VEST Veabfide (Omit d smaller Ssoles) 'a o a r a ALL EXACT LOCATORS OF LIGHTING FIXMtES,ELECTPoGL OUMM AILING AND EN Each Way N Nmlh ar Ndrogm VF Contracts to Verily In Fidel °oODOoo�OoO�oO°$oFOoo VIDEO.SMOKE OETECRA S AND POWER SUPPLIES ARE TO BE CONFIRMED,VERIFIED EWC Batrk Wales Coals MA Nat Appfaabb VNR Vmea Rock� AND LOCATED B THE FIELD WIN ARaBECT AND/OR OWNER PRIOR TO THE EXC E®wta NAT Nature VR Vapar Retarder Wheeler Residence PURCHASE INSTALLATION AND ROUGH . EXH Edausl NIC Net In Contrail ' Corerak Cod-In-Wam EXP EE��eenIasTm ND Number W West EX=DURING LIGHT FIXTURE EKST Eddul'q NOM Narnw W/// WBh Sand 4��57����Sea TView ,,FyA�v/yyymy�u��ee� FXT Edslar NIs Hat To Scala %0 wivuad et OstmLLE LYIA ML55 VA Face to Face CA 0-0 WD Wad CaK da PrecaE - es A Fie Alarm OC On Cade WLD Voided FACP Fire Aam Control Pond OD Outride Olamete r WSCr Wanscal FB Flat Bar OF ONdda Faso wr ylelghl FOO Floor aeon Out OFCI Dare Furrtdmd/ WMBRF Wateryraormg . FDC Floor FWnd� CmmecUsr 0 WWF Wddd Wire Fabric eaerole Masonry Unit ` Stem FDN FED Fee,=Cabinet OPNC Pier 9eettaa SYMBOLS,LEGENDS AND FFEEXLT Fee ElUngdafrer O�PY Opp", e I Tenn Tmarm )ABBREVIATIONS FH C „`�°r�Cabinet 1 I�I I I—I I I-1�I I FHP Full Hd�t PorEUm PB P. Bar FRY Fire HYdrad PEW Perforate FIN Fnhh PERM Palmate Waad PEWFmAr kwar FIR Floor a Flooring PGND PW Bond CI_ FLUOR Fluorescent PL Plate (Ond at Smder scales) - FCC Face of Concrete TALI Rasue Imrbnate For Face of FNMh PLAS Ro de Wood YitNotk FOS Fee ofS1uod ry FLYING PLOG Plluum�� QYWun Bard NO SCALE PPRF F'mPmfing PNEU Prneeneuc Wood Fromng 4,. Inadolion Batt or Blakd Through Umber hajod Nmba _ Wood Fromblg . .. �.. lauklbe,Rigid tate ngtod Member > A001 1121OT Ise:: - .- iil '■■I■■� iil 11V■■ 000■I■90■ l"■ MEMO �■ ■ err I ■■■■ soon ■ ■■-1 L� (� ll•1 L� U U L� / - - - PIE.- _ ...�. num.u� _ irluur�..�n�\ O00 son 000 MEN _■■ S■ E-0 NOON sod �_� ■■ -_�■•� ■�� _ __ w OF lw ■■■ ■■■ ■■■1■■■ r ■ ■■■■ ■■■ n ■■■■■■ ■■■ ■■■ I\■■1 ■■ ■■ 1 ■ ■■■■ ■■■ ■■ ■■ \■■ ■■■ OOR SO.FEET ■■ ■■ ■■ ■■ �■ ■■ m _. '� ■ ■ U �:�_ .. .■ U U .. �. I U 6 �. .. SECOND(OPEN TO BEOM 280 ATrtc(PROPOSED)7-3-OR 539 Idl����l� �JIIIIIIII ���������� ® '�"� ■■ ■■ _ ■■ ■■ IIII 9111111111 IIIIIIIIII I r a•�• G.:.� fT,�..- -- II t' �-- r ,..-� Illll�lllldllllllllllllll lllll!IILIII' `,1HALF sTMY%(PROPOSED) 539/ II. _I III:IIIIIIIIIIIIII Imun.ril1111- w, �!�:�1�:_:5�, .ar.�, sr+=+--� F 4�J � ,� � � �.4_�.�^� S1mIN -nn�.auiioulmiiiiliiaLiiiuGiill�l� �• NOTE.F.A.R.-FLOOR AREA RATIO a o— ,: �■ a �_ =�� ;,IIII� ■� ■ - --- — -- --- — �G�.l-1�:;�-Ii€�i€i's;"'•'sus 1� O Mom � I �� ' , � ■■■■ ■■■■ gym■ ■■■■ ■■■■ r � ' Ems � a, WIN :EOi9iSix 69 io e �� IMimi IN ��= ■e��u�r iwf',I1 ■�■■ '1'hnq 7w m sms aa:�D�CI®i i I il•_-- -- -- - 1:-ems —�— vn _ 1 ' , 7dd GENERAL CONST. NOTES (A101-A103): laa ad 1a-6 34'd (N UUNNL¢SS o,EIME DOOR ""o. ASHIALLL DOUBLE BE 4 'D OR KENT DUm -AND EXTERIOR ENTRY DOORS ARE TO BE �1 CENTERED UNLESS OTHERWISE NOTED Arch I L e d-Y a-C 4 5-1� 4=� d-d 7-5 5-SM 3'-� 10,a 2d 1fLV S-If 4'dr f' t II.. (8)ALL muFNcxw_c ARE ROUGH FRAMING _ I DIMENSIONS,NOT FINISH DIMENSIONS.C.0 TO _ STRICTLY ADHERE VERIFY AND COORDINATE ALL '.� CENTERLINES AND ALIGNMENT AS NOTED ON 374 Congress Street Suite 604 DRAWINGS. ,,.a •® 11•a • ® Boston,MA 02210 (C)ALL WOOD FRAMING MEMBERS BUrtWC CONCRETE TOP OF OUR T SHALL BE PRESSURE TREATED GARAGE DOOR LOW PT. I 1 1 x (D)ALL GASED OPENINGS(CO.)SWUL BE A 2.6 Telephone 6E7-422-OS2 I,I ® DFRAMED0OPENINGS.U.O.N.-C.O.DIMS--R?M Faminule 617-422.0962 I I III (E)lYPtCA, WAS ALL EXTERIOR 0stervillc,MA I I I,I WALLS SHALL BE PFX-BffM CLEVL WHf1E I I I I CEDAR R&R SHINGLES(`.-INCH MAXIMUM Telephone SOR420.6296 I I III I I I EIIPOSURE)WITH WOVEN CORNERS ON#15 III III 1I,II III II1 III A'OE BUILDING YNENE PA(N mE ON� IE _ w.�,.k e, ntduckham.wrn D.C.WOODMON� CCD SPRAYEANABLE FOAM INSULATION AND.08 MIL VAPOR BARRIER (SEALALL SEAMS). �+!'th;tefilt'•' o I to I I I OVERHEAD GARAGE I I I (F)FOR ALL COAT CLOSETS.PROVIDE AND INSTALL III DOOR WHIN LLECIRIC I I I CHROME COAT ROD AND MAPLE VENEER SHELF 1 I DOOR OPENER(X2) I 1 I SUPPORT ON CLEAT(BEDROOM C4 SMALL HAVE 1 2-RIFTS. FOR ALL LINEN CDSETS.PROVIDE 5TIERS B 11 I I I I g MELAMINE FIXED SHELVING AND BLOCKING AS RETD, GARAGE€ I NO1 C A301 UNLESS OEHERMSE NOTED (6)SHALL NOTE RECEIVE GARAGE INSULIOR ATION » b 1 5-5 4-tlF III 15-71E I I UNLESS ORIER,WSE NOTED BY OWNER GARAGE CEILING STALL RECEIVE INSULATION AS REO•D. Awl I II NOE (H)ALL BWESfONE PORCHES AND PORfICaS SHALL 2-1mP 2-0Y 2di' 7.O>:' 2'-B' S-9F 5=2E Yd VJ, HAVE A 17W TREAD STOCK WITH A ROCK-FACE E(G)PER FLOOD PLAIN R@UUIEMENTS,ALL I © OF AT NI 1, b STRUCTURAL MEMBERS LOCATED UNDER THE O R.o.3_ I2 1 ® Imy ELEVATION SHALL BE MADE OF A NO I NCORROSIVE.OR PRESSIRETRFATED ELECTI CA _ 1I1 �y,/ MATERIAL(NO EXCEPTIONS). FRONT TERRACE CLOSET NUMBERED NOTES I I , �? /%.,':`• A"w� EL-14O0 SEE LARD ONUS ••\ I.I TORE 1:CONE.Y 11OCN'A2E3C(PVC)SILL WTIH DRIP !^/••,Ne rT'• EDGE AROUND BAY,PROVIDE CAULKING AND FLASHING AS REa4 '\", :� NOTE 2•faYh1 VC THICK RASH STONE KEARIH ON I _ AT01 I' SETTING BED. "- !r _ - SIDE PORCH i Ia BENCH NOTE k SHWA If PIASTER FACE SHALL ALIGN OVER BATH MAIN BUDDING SIDE ENTRY s$ FINISH FACE CURB.SOFFIT FINISH FACE STALL ALGN WITH 1 MUOROON ROUCN FIR 1 C I? \ I A]O1 AJO1 TOTE 4:l -BY•SUFEROR FIREPLACES OR MIDPOINT C EL.-I'd(14.Da) ® ® '15®E REAR EQUAL WITH&VENTING,WD PREFABRICATED Issues AT • (13.50) 3a C.O. t t 1 MANTEL BY•'HORNER MILLWORK'AND GRANITE D 3'! tv 1 SURROUND WITH FLUSH 1aW GRANITE HEARTH N0� Dve --Or � 2-B1i' `1. DIV =_-- - =__= i I � � (SEE SPELS)' I 09/IL11T Cam.CamoL^" b WALL FLARE ON t' Y COAT CIASET CMT ClOSE'I" COAT CLOSET NOTE 5:9AR UPPER CABINETS-38'Hv1TD UPPER BEYOND(TYP.) iI l - I' , in TIE — - CABINETS WITH INSET GLASS DOORS AND WONT 2 IIOIAB ParmRSd L L 4.5? T OFFIT 1NG ABV. L E HALL SOFFIT. _ O NOTE&ACCESS PANEL-FROADE AND INSTALL 30•x3a _____ RTICP-I NULTI-fURPOSE � " f' FLOOR ACCESS PANEL WITH 7 RIGID INSULATION .'-(-�9•- b I 6TIERs IYw 4a ON PANEL AND PIANO HINGE CENTER PANEL MAN SEAR POWUFR 2 m WITH CENTER OF CLOSET DOOR PANTRY 1 la WASH DRY DSS h © Tn ® _ - 0 FRZR p +UNDER 1 UNDER 1 '-- N NOTE 7:FRAME3ESS GLASS SHOWER DR GRAB E @ '6 �F41DRTARFA _ _ _ _ DOOR HANDLE AND EPDM WEATHER STRIPPING. K ___ PTCA. - , HT.OF SHAR DR S TO ALIGN WITH BATH ENTRY ®j RFRC 12'D WALL CABS d i,X i�i,, DR HEAD HELM.PROVIDE to A02 SPACE PANTRY 46RFRG ______ ¢ ABOVE GLASS DR FOR VENTILATION. 36' 'COUNTER ' - HD-F I I P2 I :N i '. i NOTE B:OIRDOOR SHOWER-10 CEDAR FLOORING ON 3 , w >n >sa P.T.FLOOR SLEEPER SYSIEM ON 3'CDNC.SLAB b ®ROOM/1(GUEST) l FOYER 1-6, i+ O I I SIO y�1�,SE5��� z ®fy ,P_ Se ON If CR(TAPETiED TO DRAW)N COPPER DRA PAN Revisions Ti to z All, ® @ @ ,� 'y DRY WELL OR CATCH BASIN.REFER TO CIVIL Numbs Odic Uemipam UP tCTT 2 ON 4 CNSH@,COMPACT@ STONE DRAIN TO to DRAWINGS 38'HEIGHT S Awl 7-9F 2-ttk a 17-9: �J a' --KITCHEN i 0 C p ' PANTRY`. E b (ITPCKkU�.) w.LC'Ai —— — — —— 1 —2-6Y1G +.9y`, 42'TIETGFIT I_ _ H F A NOIE� 2 -yv-0--- NOTE 6 FLOOR ROUGH ` I �L.-ad I50) I I MAIN E I®1 WARNG WALL .. __ Raw - 4-1a> X,• •� :t 5.54W C.0. W C.D. - BOOK . L. I A30L I I: •I T 1 800K N CAB. BOHX , .�: ED ED I 1 .� @ @ f-.,.,,- 1 \4 fAx}edby: 4 b I I• . BU16lONE KEWfH ";. L A I I Lo .\ Z tlntAXNAST AREA;1 NOIE 2 i '.a % E $ Wheeler Residence © I.. View F, C.G.FOLD— ' O 457`Sea ''Vle�w�/LAv/ymu�ee 1 NOTE 1 11YWG ROOM HNC ROOM, - FAMILY ROOM DORMER ABV.� I I Sx 0SCC[Ylllfy EYl[1 VL47J I WOO I •iL 1 I-----� 2 Id II If NOTE 4 I ' yy, I I >x FIRST FLOOR Qv I I I l.. ,; CONSTRUCTION PLAN ON DORWR W. --- - © © © ® H1 H2p 6 © - 1604E Aly 4'd 2d >tF33C S-0%'R4 S-01PR0. SJJERA. I a-BYi' 7' _1 I 3 3'-OW S-87i' t-lei' 4$ tic 7-r 25'1' 14's - a s HHTDp ..., .............................. ... 7C--61f,......... .............................. .-5a4-BUFFER ilk ...............,, OF RI W,GENIER - - A101 1 AA OF RIDGE ENT. •, •...... Da iswed A202 1121A3 40•-$ 3NY V I fr IC t4'•11$ r.� KEN T DUCKHAM g-0'S' Y-Y 5-9r 4=C 1=tt' 5-95' t4'-111P(EO) IOdS 1U-mi' (m) i 7 Airs+w/cD+rTR I Ii Architects Inc. Cm A4O1 Tr OF RIDGE ABV. st�`© "Si NUMBERED NOTES: NOTE 1:CLOSET CASEWORK AND BUILT-WS TO BE Bf 374 Congress Street Suite 604 CUSTOM OUTSIDE VENDOR(CALIFORNIA CLOSETS). I6..,MA 02210 NOTE 2:SB4 $(N PROMDE AND INSTALL 4 V!H P.T. Teleplrnnc ROUGH CURB,WITH C.I.P.CONC.BASE(TAPERED I'a inik 617-422-0952 ___i-p 1lE1GHT 4 1-"i-t�I�IGy[ _ m DRAIN)ON COPPER FLOOR PAN.CONE UP 617-42M962 KNEMU 1 I KNMALL — — WALL Nw.M M vt CEMENTNOUs'WONDER 355 I I f5-s BC AT ALL SURROUNDING WNis W/GEIIAM Osterville,MA I I I WALL/FIR TMES THROUGHOUT(MSS).SEAL ALL Telephone JOINTS(C)GLASS PARTITION SHALL BE 508-42O-6296 I I FRAMELESS TEMPERED LAMINATED GLASS WITH I I § 28',WW CLASS O GRAS OR EPOY WEATHER RIPPPIG.( PROVIDEHANDLE ww Acmducklmrn.mm I I I ROUGN PART.HT.WALL AT BEECH(IF - t I �'_ �.: R1 I I R1 APPLICABLE).(E)EACH SHWR IS TO HAVE A FI I 1 BUILTHN NICHE VATH W MARBLE SILL(10CATION I I LBO.)ALL PLUMBING MURES IS M BE seb B DL�F aam. f A3 1 R2 I%- I 1n m I t I A 1 I 1 I 15-V HEIGHT I I KNEEWALL — — — I I to ® ® I 1 ALIGN WITH § - I I WALL BELOW II ( I fi It 2 Bt1LLDwG >nMow � f 9t SECOND F1DOR ' I I I C I 0.70/ I I isINNFAMFDIATE ROIIGFI i h A1O1 T D D I D I — --- Issues A9O1 VolATOt A9O1 I STORAGE OVEIWFVO SOFFIT Numhc one Dcr ipdan 6 NTH(pBV. :® — J its4,KNEfW lt- ROUGH)py�D NOTE 3 — NI V1 SETT 54 HEIGHT » 1 O9lIINf Cmt Cammiaim M P2 M EMU NOTE 3 NOTES x b I I IRINS Pmotl Su \Y S I WOOD _ __WOOD__ _ 4 •� MAIN ST . 09) 'A+ b _ & \ ' BEDROOM J ALIGN WITH __ ___ t - sjOl \\. / WALL E6W \ -- ALIGN DORNIEA WITH WAIL BEIDW \ l ffiW coax aosEr LrNEH o +ro eaow - s,3 PUDRwN ® ® i W ""® Azo1 Revisions N,.Ea Date D.-p.m / , t t V IR £I I o ®1 115TR W1C. I I LI i in QI I ALIGN W/WINOOW BELOW NOTE 1 _______________________________ ®i b f /--- -- f ilr-w ® ALIGN W/wwLOw/ q � a BELOW AWN ROUGH I HI - PAIiIfO2w4 SECOND FLOOR EL-+I-Y 7558T *+ orBOOK ' TV CAB. = - gpOx to E PARRRON .. :,.. ., "COAT CLOSET _ __ _ CMTILW __ 1 I ON V emil_m_____:s 1 __—__—_—_ ❑ —__ =—WOOD _ I ® LINEN / J —J WOOD a� —\ BOOKCASE BUILT-IN 17' ' /nl� Il 53 ® ® -.A 1M -1 4cgp '•4' 4=95 =4' 4.11E 67 a'-3' 2'�F 5--9t s'-Y Ow/__ _ -- Wheeler Residence © iTWY at Aev--————— I — ( — 457 See View Avmue [M e J 7 Oste[v&,MAOYZ ALIGN W/NAY m WINDOW IF�►+ I ® 5 - _ C.— h BELOW SIRING AREA I ;fONEi u: j�/----------------L\ .. � BATH •(iw. / SECOND FLOOR ALIGN CORNERRIDGE ABV J \� i`�, { ,. ��•`'�� CONSTRUCTION PLAN w/TRAr cID \ m" _ x 11 x Y Y- % 5� W4 F MN BUG AWi OF A4O1 4O1 INtiP.p MDx'OINT tB�C S-Bii'R.0. S-B)iRA. '-R1i' ¢1Qki �7f 6�M' B=�S '-tOh' �Q•59" 1=91f S-B76R0. 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CONTINUOUS BREATHER ON 30 I.B.ROOFING I I Telephone FELT, W T&C COX PLYWOOD sHEATH01G , 12 12 , 5084206296 SPRAY ON'ICYNENE EXPANDABLE FOAM I Awl Awl , INSULATION.V BAFFLES APPLICABLE)AND vnvw.kenlduckltam. m co ENT 08 MN VAPOR BARPoER(SEAL ALL SEAMS). 1 I PROVIDE AND INSTALL COPPER FLASHING AS Awl 1 I C. EN NOTED AND LOCATED))WHERE APPUC04 THROUGHOUT _ DOUBLE CEDAR STARTER COURSE. SMALL I �$•.f�— —3T�� 2. ICE AND WATER SHIELD:PROVIDE BTTHUTHENE 'ICE AND WATER sKEuf(BY GRACE A10, I I EN. ATDI PRODUCTS).AT ALL ROOF LOCALS 36' AI;ALI. HIPS.AND H AT ALL DORIFER/DECK TYPICAL ROOF TYPICAL ROOF COPPER GUTTER CHEEK WALLS,.FROM AND SIDES.2,r COPPER GLITTER ` I CONsfRUCTKIN CONSTRUCTION VERTICAL,ON ALL ROOFS WITH A PITCH EQUAL t I I TO AND LESS THAN4/12.AROUND WINDOW 4 I I EN 4 SILLS k JAMBS.WINDOWS ROOF PANES, CHIMNEY OPENINGS AND AT BASE OF STONE Awt I 12 12 I 1 VENEER WALL_ IALL ROOF VAl1FYS ARE TO BE'OPETF VALLEYS I Aw, T WITH COPPER FLASHING.4. PROVIDE COPPER STEP FLASHING AS NEEDEDAT ALL CHIMNEYS AND AT ALL ROOF CHEF% — —— ------- J WADS. I I It I I n S L CONTINUOUS RIDGEWN 4S CAP SHALL BE IC �c \ USED. APPLY SHIELD A WyS BITHUMENE'ICEpe�—n 4. AND WATER SHIELD AT'RDCE(UA;N) � �o ,B. RQOF D enreer ,rthv c�•cRu-TO BE BY 'CLASSIC CURERS'OR ARCHITECT APPROVED A101 ,s AM, j I e:ost'� EQUAL AS SHOWN ON PLAN. CONNECT ALL COPPER GU DOWNSPOUT,AT(FADE.M UNDERGROUND PVC M02 I Mal I f1Flt �`y4 PIPING SYS'TEL1.CONNECT PIPING TO DRY WELL I B s s I M01 SLOPE� A101 Awl 12 C I C A301 18 Issues A 0, A3D1 1 AID, I awi COPPER GUTTER I Awt l ——— Awl Klaiber Due Dmiptioe . Mot I Awl I I F== I I 09/13M Cat('.ammimm ----------- -------� I I a Halms Pa®r sa I I 2 I Mo, SIDPE DN SLOPE DN r— —1---, S1DPE DN SLOPE ON -------_ ---I I �'2 - 2�— — — I. •lz —f2T—� I BPAL7lEF BETDW I A101 I OPEN COPPER I 4 I 12 ' I I VALLEYS(TYP.) I Aw, I I Awt I I m I COPPER GUTTER I M01 I t I r— — -------- P P E, CATTIER I 1z I aw, � A2Dl Revisions I I. 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KENT DUCKHAM _ MQ, Architects Inc. _� 1 A101 STOP OU RIDGE BEAM _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I - ''IEL=+Sp-Y TOP OF G,IRAGE RIDGE ONLY — — — _.—.—.—.—1 -1.—.—.—.—.—.—. —.—. . ROOF REMO 1 ROOF BOUND EL=+ +- - I I 774 Congress Street Suite 604 Doston,MA 02210 5e122 u 4 TYP.ROOF cON5nu=N Telephone 617-422-0952 Mot 11 n - I n Awt Facsurule 617d22-0962 n i u u I I 4 12 I 12 4 ROUGH HEAD FiEICTf -.-.-. -.�"!" '�u� n n I +4i ° n-;' it ;- -•.-._.- TOP OF SECOND FLOOR 5p Q5 A401 ,.a'" n S74C WE I o �,�i"� GARAGE WALL OA1 A401 - -� Oste Ile,MA ��C E r u C/ '' " u , I•� EL=+14�Y! Telephone 50"20-6296 n ii .ln` -,� 5 ROUGH IIFAD HEIGHT . —. — —, _ .-__I •———•_—• u JAT GARAGE n .kentduckham.com L APE FLOOR A , I EL=+1 d� -� 1 J TOP OF WALL -• I (- - -. - I` I PM 1 1 -'C'1 e' "Ier ROUGH HEN HEIGHT 1 1 _ _ SE00N0 FLOOR ROUGH 10 EL-+I •s - - - J I - - - - EL-+1- A4o1 - - -:wow!SHOP - ALIGN WITH DOOR HEAD R.O. x I -- I. ROUGH HEAD HEIGHT -. I E!L 8 1 BEDROOM I4 .. 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EL=__� TOP OF EASEMENT SLAB Issues EL-4- 10, _ Number Dne D-Vin B BUILDING SECTION THROUGH GARAGE SCALE: W' — 1=C' I X Lsms cum.Q®srim T IU2I,Ot Pea See A BUILDING SECTION THROUGH MAIN ENTRY �A�_ SECTION 1.4 VGROOVE TAG ON 2.aG•5TS SCALE: tµ' 1'-Or AT IC O.C.WITH CONT.'BROSCCr 1' `,. AA01 18013 CROWN ' IYP.ROOF CONSTRUCTION12 _ 1 I DOUBLE TOP PLATE WITH 2xS7 5ND5 AT RI O.C.AND CH SONRAF 2.5 HURRICANE TIE,FACT RAFTER (SECURE TO PLYWD) 1 TOP OF GARAGE PIOGE 1 2.6 AT 1T O.C.sOFFTT FRAMING .-.-.-.-.-.-.-.-.- _._.-.-.-•-.-.-.-.-.-._._ WITH 2.6 CONT.LEDGER EL +- 1 1 SECOND FLOOR ROUGH _.-. -.-. .-.-._. Revisions FL-+107T 14 Nmbc Due Dcoipioo 12 CONL BROSCO I8013 ON IK MATCH 5� ROUGH HEAD 1RRCFff I 1- PAD)ALIGN W/MAIN SAVE On MOT _ /e` I _ A401 Fl- E _ — — — —•—. I IFP EE I CENT.1.4 WGROOOE TAG SOFFIT, SECURE ro LmHaur ROUGH HEAD HEIGHT MT.'BROSCY IBOOS ON CONT.Iv I 1 I FREL MATCH AND ALIGN WITH MADI AST GARAGE oNLYO •_ ,-' •\.`.., _ _ _ I 1 FAYE YEL=+1F6 t5 - I - U 510E PIR - - - - .i_� - 15 I I T.2.8LD011NG CLEATS AT!D.C.. I I I TO SUPPORT CROWN SECOND FLOOR ROUGH �r-- 1 - -,� I I UP QUAD BEAM WITH 2. -.—1._ l ._._ - .-I -.I-.-.-._.-._ EL=+1- BLOCKING artteder: BUILT-OUT COLUMN,SEE BUILDING to IA Vol)SECOND FLOOR ROUGH SECTION Ora Dam by:DC '1-'-'-'- - - I I P.T.Post,SEE STRUCT.MM M •- -I`--- - -- I_ _ _ _ _ _. I. \ Ii I II PAVERS ON SO BED AND Ir COI !COMPACED _ _ _ FILL D Ir RELU-+A0HGHT GRAVEL ANDC Wheeler RPdeIICe _ -__ UFTS -SLOPE AS INDICATED MAXIMUM ON PLANS AN Sm YEW Avenue - �� SDE ENTRY — E/RFAB -- i i Ostet Me,MA OW5 STONE IAN09OWE TERRACE.SEE FIRST FIDOR ROUGH - h•- -1- -. .-. .- •!-.. - ''R fm11G11 F1RSf FIDDR LVd1SL'J1PE DRAWINGS TOWERED FOtST FLAOR ROUGH, - l�• ��_ - S7D1 _ __ _ 5 EL--14 14A0 S1D1 ��/ � BUILDING SECTIONS AVERAGE GRADE PLANE 1 L7MWL'SPICE I EL TOP OF fl4SEMENf STAB -•- If EL "•,' D-kSSuk AS NOTES fji @"\ Pfgw Numb¢BUILDING SECTION THROUGH SIDE ENTRY BUILDING SECTION ENTRY PORTICOOW4T�SCALE: V4' - 1d SCfU_E: 1/y t=cr Due hsoeE:11A301 . • 11AI `'KENT llUCKHAM _ Architects Inc. im ETTIIiY eEN1F7tLME 374 Congress Street Suite 604 "BLUESTONE CAP Roston,MA 02210 •T - CANT TIES ED ®STONE ERT.VENEER V. Tole hone 617-422-0952 1 I 1 AND HORfL.VAX. Facsipmile 617-422-0962 A401 , �Nj - I A101 - 1 r Olk&VENT . MP aF R E BFAN A •~ Ustmille,MA , �� +• —.—.— —.—.—.—.—. —.—.— — PLYVYD WAATPLM'C OI NW COIL._.—.—.—.—.—. — '�l"- Telephone 508-420.6296 FRAMING 1` ,� , u n '} 11/E _ www.kentduckham.com LOC � 1. ucHHFADHEIatr — — — — — — — — — — — {� �'I.— f—$-iF. :�i.'' — — — — — — —f— — — — — — —.—.—.12 — , ROUGN A71N;BOOR °� '' �'�ROOF VALLEY I Q5 . ' 1 `�. ni A71IC •� BEYOND A1TIC _ MOt ROUdI HEAD HEIGHT —1 I l M SHELVING EL-+1 •5 N '- T ALIGN WITH DOOR HEAD R.O. — `'OEEN,TO'— �� : IC,.J® L.J Gq 00,00 0 © , ..� — — — —.— —.— — LSTB�OEiICE OPEN h0 '. ' `, '....� am oD o 'mz LEI r a eEDRooN` ysTp lmq� 00 a CLOSET 3 - SECOND FIDOR ROUGH 19 OPEN BOOK OPEN eOOK I `ClA SIIOLLVINC SHFLVMG SHELVMG , r I Wl1 I��L...: CL.O.PMIIIION WAD D REM _ _ ' 1 _ ._ ...._ .. , ..._ ��_ - '---- ---• r----- ' yt ROUGH TRANSOM HEIGHT —.—.—) — —.—.—.— ' —. ``1`—1— —. —. ..—.—. i.—.—.—.—.— — i —. I —. —.— � llal\i\`•:�,i - AUGH WITH DOOR HEAD PO. �- ' J 'I•, � � : ' �{ OgEN j0 '-OPEN T9 14 �I' I"'I LIVING ROOM ____ BBffpp D tMNWG INO b' FN9LY -INN`• eRKF 1 MFA ___ - • 73E1'ONO A �v---y b CEO — Issues _ _ y •• _ p MS Dne� FIRST FLDDR ROUGH 1 i I i ._.I-" r 1,. 1 DWUN) C Co—iaim ! 0 1MINS Pvmitsa r..lj ASSUMMASRMAIID _Its':. : .. --, CRTWL SPACE I BEYOND.SEE IYtAWL SPATE I 7. . AVERAGE GRADE1 PEANE —.—. .FIIS1NP' O�Mal.- —.—. —.—. .—,—.— —I — I LOP OF BASEMENT SLAB '— EL Revisions Alm Dam Dtmigk. r- WEST—EAST LONGITUDINAL SECTION SCALE: V6' - 1=d Eby: - D.-by:DC Wheeler Residence 457 Sea Yew Avenue Ostecviue,MA QM BUILDING SECRONS a _ _ Dnwagsde - .. AS NOTED i PMjWN®Ec ' j - • 04047.00 j °11 A302 CEN SIMPSON 2.5HURRICANE DUCi�[7 AM1E EACH RAF'fFRTYPYIL ROOF CONSRR(SEE ROOF Ere.ROOF COISTR.(SEE PLAN) TYP.ROOF COL6TR(SEE itects Inc. ROOF PUN) ROOF PLAN)DO RIDE VENT-WRAP ROLE WITH ICE AND WATER TYP.WALL CONSIR SIMPSON 2.5 HURRICANE SHIM&CEDAR mw'� 6 'EACH RAf7ER - 374 ConMcsS Street Suite 604 CAR. 2 2. 2.LOOKOUT WITH EROS00 18013 ON 1.8 FASCIA WITH DOUBLE CEDAR STARTER Boston,MA 02210 NOT STRUCTURE SRRUCNRAL OWGs.)� b a PLATE SECURE ro As W OVERHANGING W R�151at PPER DRIP EDGE 1. U� WITH&12D NAIL 6 Telcpltone 617-422-0952 BIDWNIN•ICttHNP EXPANDABLE 'efj.••Q�, DOUBLE CEDAR STARTER F.aim ile 617-422-0962 tM VENTING BOFilEINSUAILRON AN S. °by`<),f OONFLA COPPER DRIP EDGE I HING .am=/8019 V ° Ostemillc,MA _ SECOND FLOOR ROUGH (SEETYPICAL OOF PPLµO'fbTRUCIION - EL-+(Id-7') B. - �' Telepllonc ,50R-420.6296 FRAMING ANCHOR ON CONE COPPER GUTTER(IF 4j'rY WITH RAMO D EDGE ED 15 BROSOD 1B013 ON 1.5(HOLD ROTE,WHERE APPLICABLE $ APPU SEE ROOF RECEIVE SIDING,HOLD BACK FROM 2 2 RACK 1 W FROM TOP)ON 1.10 w .kenLduckl a com SIRUcf.OWLS). AT RAN AND E1LVA710Ns TOP YC FASCIA WITH W O.H. 1. n µ 16.G SNOO,H VENEER PLASTER ON W ! `• nterlor'I a1'd BUEDOARD ON.G YL.VAPWt 'IM 2X8 SOFFIT FRAMING / BU88FR Wfnl BATE ML VAPOR B B B NIGH HEAD HFl(M 1...:' r IIt-',7V�:it:..,•--r AT 1Eo.G \ on =VARES(SEE ELEV.) 6 cow.•BR06C0'18013 ON 1.10 WITH W OH. TYPICA BAIL CONSTR. V- COIN.OSL-TOP PLATE ON 2 2 CONE.1.4 VGROOVE TRH: BULWP NOR SE SOFAL SttIIRE ro STR ITT.DWG LOOKour COIN.'BROSCO.18W9 RAZE BEYOND CONE.Y'.e,OR AS REED, ON ODNT.9CO2 FR'EEK3 RBQE BD. ROUGH HEAD HEIGHT UCF.CENTERIA E NEW WINDOW AS I �tN�� SCHEDULED COIN.OBI.TOP PLATE NdUTE:ALL TRW ro BE OULT-U NOR,SE PRE-PRIMED STOCK. STRUCFP OWLS INCLDUNG BOCK-PRIMING -NEW WINDOW(SEE SCHED) TYPICAL RIDGE DETAIL TYPICAL EAVE DETAIL TYPICAL RAKE DETAIL SHED DORMER EAVE 1 2 AT LOWER MAIN ROOF EDGE 3 AT GABLE END 4 DETAIL AT GARAGE AND ATTIC SCALE: I IYr-l' SCALE: 1 1/2' - 1-O• SCALE: 11,Ir-V0' SCALE: 1RED EO II MM yuS` 1 1 I I I I I II I SAME GABLE END ROOF BEYOND DORMER DETAIL ABOVE• a Oa 1i I I I I I II I COPPER ROOF VALLEY EMT WITH L10 UP t d'q_ I I I I III BUILT- 6Ey6ND TYP.WALL CONSTR 6OR&TRIPLE TOP PLATE ^o Na mT TYPICAL ROOF CONSTR -" I I I I I TYP.ROOF CONSTR(SE I/b I I I 11 I I!i ROOF PLAN) r II II 11 _+HE1fDY-5HM SNN 2R5RGINE SEE lEU DRAWING '•:"/�-�F I ' I I I II I ATM FLOOR ROUGH 1• 1 FEL-+(115V!) I Issues CONF.TIME TOP PLATE 6 .F ROUGH ATTIC FLOOR N..b. DA D..iPuw ON SULFUP NOR SEE TOP OF SHED DORMER WALL BROSCO 18013 I STRUCF.DWGS ELe+(19'-5VC) 1 09/1195 Cass.CamminlnA I COPPER GLR1ER UT FL=+16 7 V! tr 160. I I "CLASSIC GUFFERS I SHINGLES WITH COPPER DRI LMM 6 ATTIC AM SECURE ro 0 1x8 SIN 2.2x6 ANO La' � RASI@1C ON IG&YPAIER SHELD TOP PIAER AND RAFTER x 1121105 PA®t S. PLWD MOCIONG MOLD BALKFROM TOP AS 'ors.NED) ��P�2,� ?geLu vEn m FilRlt ro 2 x Y 2 Yc a i g, �, COIN.•BROSW JU13 ON 1.10 I I I10 FIAT SM cm.•BRoscO'/0013 6r WITH W O.H.,ALGA AM GO I ( oI COIN.•BROSCO.16016 RED _ ON 1.10 WITH W CA 6 E>1 _ 8 8 B AROL1Cl1 HEAD HEIGM b COIN.9CA WITH RABBETED .2.NMING LEDGE 6 ,v 2.Looicauf Arm SOFT FRAIONjf EL=+1Y-5 Vl BAP(EDGE To RECIENE I 0 4 AT-W-..are-'LITU(SLIM.PUTS, tz STUNG,ON W BLOCKING ATTIC POUCH MEAD YQDDt M ON ON, J NA ro RAPIER WITH 12D COIN.TRIPM TOP PLATE RAKE BEYYOD EL.=+(lYa vt) BLKIM T 1.3 wD ST BuawP OR SEE I I ALIGN W11H DOOR HEAD STRAPPING AT,6 D.G _BRO%0 I130 WITH B019 ON 9:15 5IRI1Cf.DWG AI TYP.EKTEROR WALL II HE BROSCO 18019 ON EDGE TO RECEIVE SIDING NM BACK CONSIN I I ` �K8 FRIEZE BD WAFT CDw.Y4•.12,OR AS REO'D, I I 7 11AB8ElED BACK EARL Toto1,IFAD HEIGHT Fly BD. Revisions NOTE ALL TRIM TO BE I RECFNE SIDING P*PR81ED•AIDE(PVC) 11.22x6 WOOD BRACIV ROOF RAKE VEYOND SCKEIXAID AS Nombv Date Desoiptimt STOCK IMLUOUN WITH W CONE BACIFPPoYNG NEW WON.Sx®. SINUCf.CFNFQd1NE I GABLE RAKE DETAIL AT TYPICAL LAVE DETAIL TYPICAL UPPER GABLE ENO SHED DORMER LAVE 5 LOWER ROOF AND PORCHES 6 AT UPPER MAIN ROOF EDGE CURVED FLARE 8 DETAIL AT BEDROOMS s : t me*-I,( SCALE: 1 1/2' 0 1=d' SCALE: 1 1h'-1't SCALE: 1 Itr-l'-Cr TYP.ROOF CONSTR(SEE - ICE AND WATER SHIELD, ROOF PUN) WRAP OVER SILL AND ON sDAPSON 2.5 HUIRTAIIE TOP ROOF SHEATHING If WRAP ICE&WATER SHIELD TTE.EACH RAFTER COIN.COPPER FLASHIK AROUND SILL AND,LN®ONTO CONE DEL 21 SEINER WRAP PLATE AND ROOF SILL 6 WALL MIN.1Y PIAE LAP CORNERS PLATE 6 RAKE:BEYOND Chxkd 6F: 2.LOOKOUT WATT CONT. COIN.1,LEDG&MOM TYPICAL ROOF CONSTRUCTION PLATE.SECURE TD RAFTER TO WALL WITH LAG BOLTS TYP.WAIL CONSTR, (SEE ROOF PLAN) Dt.vAM:DC WITH 8120 NAIS TYP.WALL CONSEL(SEE COIN.•BROSCC 10O3 ROOF PUN) Wheeler Residence DRAWINGS Ap F,av 1.10 WITH W O.H. 2 SIMPSON 2S 1EIRPoGI,E ��� � SEE SIRUCNIW. a�P{ STARTER OD�+RAFTER' — 457 Sea view Avenue FIAGUNG COw.OM_2.RUNNER P� tX)Nf.09.roP PULE ON CONE BROSCO 18013 I d PLATE.LAP mRIaTa t- BUGFIIP 1RIR SEE SIRUCf• Ostwi&,MA OW5 ti T .F DNB. IGH TYP.RDOF CONSIR.(SEE � � OYES 1.4:HOLD BACK FROM TOP AS SHOWN EL=+($'•IV) ROOF ) fi ROUGH SECOND FLOOR COPPER GUTTER 6I A•P� a� t- EL=+(IOLr) B SHOWN)Ve OH ON b B FROM LOCKING, NG •CIAmC CUTIETtS G�, SECOND FLOOR ROUGH 2 SHWM S WITH COPPER DRP43EE - t'! A E +AGE a.) FLASHING ON ICE&WATER SFE1D 1;CAUL(INNOE EDGE - So CONE.Ix4 V FNIOVE TO �'�� �1?) I AD ON 2 LAYERS COX PLYWOOD TO fi 5/�x6,OR AS FWD, EXTBRIOR BUILDING DETAILS SOFAF,SECURE ro , s 5f W.CUM TO FORM FARE 2c4 fT1A1RNG• LOOKOUT 1L? CONF.'BROSW 18013 ON Ixlo I RECEIVEBAfX EDGE 10 TOP OF GARAGE WALL CO A WITH W OH,ANGOw. _ W)+. Y PROM IAAN EAVP __ I I I VAPORTIONW/.OH MIL GENT.* 18009 SR 26 TTIAABNG• 0 L 100K0Uf AND SOFAf FRAM I 1 TYPICAL WALL WtFSTRU(:fON ON DOVE Xx10 FRIEZE AT Is! TOP UT GARAGE WALL 6 AT 1E O.G WAFT COAL PLATE I I W/2.GABLE ENO FRAMING �RABBflED BOGL( EL=+(5'-6 W)+/- VA�EBD.ON.3 WD Ran(in VIF 2 2 N 10 PAFFQt WITH 121 END RAFTER BEHIND FIRST ELM 8 B B GARAGE HEAD HIHIXHT 2 SRAPRNG AT 16 O.G GOSCID • �EL=+(M11•) SEE DIL 9/M01 FOR WALL PBASTEIt FRIEZE IBM D� AS NOTED c LIAR.o8L TOP PLATE O EAYE/SOFFFT TRIM AND OVER RNME BEYOND ( ED(E TO RECIM SIDING AMATCH LL Sl RETURN y.L DUTLFUP HDR SEE -8 8 B J.GVtiLf FffAD ROMHEI(xlf (RUR ElEY.oh1'? LW 1 .I EL- HEAD Hn(f!f DORMER EAVE SIRUCT.DWGS EL-i(6.6 HF) PtojmNumhc: NEW WINDOW(SEE SHHLD) � EL-+(4L1r) NEW WNDOW,9UIED. CL CE]NIMNE 04041.DB =9ATPGARAGL EAVE DETAIL TYPICAL SAVE DETAIL TYPICAL LOWER GABLE END TYPICAL SHED DORMER A401 E ILA AT GARAGE DORMER 11 CURVED12 RAKE DETAIL DAmlmvh 1 1/2 - V(r SCALE: 1 lIr - I-W SCALE: 11/�'-1-pP SCALE: 1 Vi'-T-�' I11LDS tL,fia WATER 90E FLASHING WRAPN CE nAANDND (,ICENTDUCKHAM OVER(OVER AROUND AND ONTO I. - - IRCOF(ovER sHlNats)MIN 4• "• Architects 'Inc. H CONT.2.LEDGER SECURE AS ' •.. VMROCAN/CAP NQTED ON SMUCT.ONGS •I�...: o OR EQUIV. 374 Congress Street" Suite 604 ON Dolton,MA 02210 CONT.P.T.2a W DACO,(><NIF1ffD, 2 VENEER PIASTER i ro RFLBVE SUB N tItYF80.ON 1.3 SIRAPg Telephone NO 6I7-422-0052 V1x1 Vf SL18RM. AT 16 O.C. Facsimile 617-422-0962 Vf x1 Vf SO,BALUSTER SECO 10 OR ROUGH Osterville,MA j$lA7 i Kqm O.G am. p'• +1- Telephone SORd20•6296 www.kcntduckham.com • IA71E' CANING NOT KREOUDFLOG BY hF - CODE 6 DECK FLOOR b M HEIGHT DOES NOT N ROOT CONSUL(SEE ROOF jry':.. EXCEED W CRADE.ALL DECKS - iC Alli s. ABOVE SHALL HAVE d A 36 HEM PAL S Vf xl Vf BOTTOM RUNNER '�f. e r O �. WHOG OR EOUN.BOTTOM RAIL DOUBLE CEDAR STARTER ON � 1—(sIF. COPPER DRIP EDGE FLASHING t2.T GNOLVER 3C LOWERED SECOND FLOOR ROUGH EL o+-11 PORCH WOOD RAILING o' COPPER cunER SEE IMF 14 VERTICAL SECTION PLAN AND ELEVATIONS J' AT B.O.C. 206 SOFFIT FRAMING AT IS'O.C. CONT.•BROSCO'I8013 ON O wig 8 b ix10 WITH W O.H. C CODA.Ix(AS REO'D)SOFFIT, , 2 2 2 2 2 SECURE ro 100N0Uf Zc', COTI.•BROSCO'IBM ON COW.W EZ x12 FRE ON BUILT-UP BROSCO 18013 CODA.1.4 V6ROOVE TAC '$ HEADER NEW WINDOW.SEE SCHEDULE SOFFIT BUILDING PAPER ON Vf PLYWDIssues I'it I rx TOP I t THICK WINDOW WOOD SU — • — • — • —0ME A IWIFff N=W Dae D®ipti® ODNT.OLG CONNECTION CODA.•BROSC?#8018 ON N®bc 10f CONr.Ix8 ON CONT.4Tx12 1 09l130 Cam.Cavminiax W CORNER W ROUNDED EDGE FRIEZE. E(TE MON.CHkIOERR TOP EAVE SECTION DETAIL AT SIDE PORCH z 2 •� THICK WE,=SILL WOW 2 IIa11D5 PmmIsd 4 SURFACE FOR WATER SHED 1S 2 1T�I1L°I AASS FIFES; r DRIP EDGE SCALE: , ,/r— ,=tr 6x6 P.T.STRUCF.POST 31K THICK WOOD SILL 1'CDX PLYWD FILLER CORBELS,OR BRACIEIS,ON 8 _ - W.xS WIN RABBETED BMX COPPER FIASED.L ON ICE AND EDGE M RECEIVE SIDING. BROSCO 845J, CAULK ALL IISDES EDGES WATER SHIELD-WRAP D ONTO FOR f11A1E ` ROOF(WER9I OVER SILL AROUND YNC x.. P/4'x BAST! TYP.WALL CONSFRUCIIDN A PLAN SECT. I I Revisions z CODA.2.LEDGER SECURE AS N-b. Deto D..M. A VERT VIEW NOTED ON STRUCT.DWGS SECURE TO JSIS ro RAFTER AS h _—'NOTED ON STEW.OWLS(ZED \ TYPICAL PORCH POST PLAN TYPICAL WINDOW SILL EXTENSION 16 AND SECTIONr = 1=0 17 DETAIL WITH CORBELS SMOOTH VENEER PLASTER ON IVY BUIEBD.ON 1.3 STRAPPING Jp AT 16 O.C. IMP.ROOF COMM(SEE � $ ROOF PIMA) SECOND 0 ROUGH SD�SON 2sHURRICAHURRICANEEL_+10- M EACH RAF M ON W COX PLED SIMPSON 2S E HU R CANE TI• "qC �D I 10 VCROoVE TAG ON EACH RAFTERF DOTTED LINE-1.4 OLD \� IMP.ROOF CONSIR.(SEE ROOF yam Vr SCRIBAL EDGE S DOUBLE CEDAR STARTER 6 OG PLAN) D—by:DC ON COPPER 00 EDGE 1 6 S' g' FLASHING 7YP.WALL COMM x.. F1EU)1x BUILD ROUGH WAD HEIGHT M 4i x4 K)M; — ELP+(I<BNFJ Wheeler Residence SET BACK r a tt-S ------ --------J PIAE NSE�T]IRE WITH iEx wcx I2x OLD aEs$ S12D IwLs ^�1-St—''ViC'W`{AV/fyII(ll�C� r Jc� AT 1C O.C. COPPER taFIIER BY I 1'' tar r DOUBLE CEDAR STARTER ON �StCIVl�l2F 1YlA Q26S5 �{ i Z. A 76 oc GI I OF EDGE OF COPPER DRIP EDGE FLASHING I RyY WToA CON •ROSf/BOLA �CEO f AS. ROUGH MAN HEAD HEpO BOTH 570ES 2 11 2 2 2 ON 1.10 HRH W Ox _ . __ . — . __ I I I-1• I COPPER MITER SEE ROOF 'I�k g�ro RADIUS DNS' v� Ew. LOOKOUT T� PLAN AND ELEVATIONS EXTERIOR BUILDING DETAILS PINE EDGE I I yd 6F rkFM4RYC aq —CONT. 13 ON IwNso IxIO WITH W CA ASIDE VIEW 6 FRONT VIEW C TOP SECT 4 Y) I M 1g SOFFIT. 1SE LIRE To OK I..D� I I rx12 FRIEZE I)oN 2x I SOFFT,0 VO O LOOKOUT J I 1 ""Co' (�5 REYD)ON 2 2 WNt BROW B8CO9 ON S.g1167 LI BEJE I 417 Ito w MIT.¢(•02 FRW ON 2.4 AUGH WITH MAM EAVE I SOFFIT BLOCKING AT 16 O.C. TYPE CLUE BRAC,EIB TO BE PRE - I I NT• I , — . — . — . .FLU+(610 V!)AUCN W/OR HD or-is S.I. NOTE ALL CLUE TO BE PoLYlBETHALIE I I ON ixl2 WITH W 13 I * COUCH FE/D HEIGHT BUILDNGUP AND FORYDIC THE BRAOEIS I I DONE SOLID 1x12,TIBM I . CONT.1x4 SOLID SOFFIT BD WITH LAYERS OF PLIM) WSW OF i I ; AS NEE.POUT BERUID W/BACICFR ROD(6 APPLIC1glE)a AS NOTED . HOLLOW EIACIRIS AR NOTED ABOVE.AS OFVL It�DE BEAD OF lH AT AN ALTERNATIVE MEWS(IF COWIRUCRON I I P.T.COLUMN BEMNO I EDGE OF 9DFFR AND WINDOW P jW ftd6. T S ALSO ACCFPTABIE I SRRIICR.CERELBE I MASTER CASEWORK BEYOND 18 TYPICAL RIDGE DETAIL 19 PORCH EAVE DETAIL 20 EAVE SECTION DETAIL AT BREAKFAST AREA SCALE: 1 W—I* l SCALE: 1 I/r=1-tr SCALE: , ,/r— ,=� Orel A402 I inns - i Cesspool Cover& ohw oh w ohw ohw-------- 100 / - Sea View Avenue i + �` o (40' Wide-Public) �l f + 1 o- ,•// // / / i + /1 + Edge of Pavement f° I 1� I + PROPOSED WATER I ALINE / / /! # + I +: 1+ (SET NOTE 2) / /+ ' PRPENT ED / 31.0' I / I H-2 / / I + / I I :4 '1 + + JPROPOSED + LEACHING AREA i I I / y + I+ \ I ° PROPOSED Fv C z I o I I +/�t1,1i I+ + ;• / �°"° I � / ' V i� +• + oo + 1 I+ + N Flood Zone from FEMA Map j/: I I Community-Panel No. 25001 0016 D r2 o PROPOSED o° T I v 1 + { N rn 2"0 FORCE MAIN 3 N° I I I I v /I + +,+11 + / Map Revised: July 2, 1992 I 24.9' M I i + I+ Q )'• + +i I + I Q + + + f e/DH / 11 A tv / I 6AH 1: + + : + I \ / \ \ fI1� i + ;+/ 1+ I \ + +:/ + / OH:.' OH/r' OH 1: + IA- ' 4 \ � \ + 1 + Ln (SEE NOT ) I W 8 \ rn v (SEE NOTE 1) \ + 11+ /+ `+ I+ �� I 1 + + + J l / 15. o End of Bank 1 \ f %" + : + I+ tl 1 / I Z - -14-- -�i l �4.57' + + N 86' 3'11" W Lot 6 + I + To of State Defined � ' \ / / (. +f + + p \ J / �, / + + + }. 15' Setback- Coastal Bank \ / / / \ - --- - (SEE SE3-4369) / I/ ( \i } + + - I End of Bank \ \ ' + + I+ + + \ A5 Edge of I egetoted W(416 Ids \ + I+ + + + + + +. _ I \f\ Flagged by SNSR (111�UG/04)\ First Floor / + + + Et.=15.4' / ( \ t I I + + + + \ \ 4 I \ PROPOSED".. \ I I.' e/DH \ x \ 1 \ chi }.,+ PLANTINGS `' fr/d447 `�° 1 \ oi. '•,+\ 5,950 SF± + Wood Framed 2 j +'•. + 1 \ Dwelling LANDSCAPE + \ I 0.8' N)" �' BY OTHERS A3 i \ O No I '\ \� I. + t t t + \ I \+ + + + � A2 / o 1 \ I + + + I o CIO to I I v I � PROP OS -D s ! Q\ PAVED \ + I + \ Lawn RIVEWAY I+ \ \ Match Line With Top Border \; \ \ I + F \ Q \ I \ E + + PRC?OSED ❑ ❑ +! + + 2"0 FORCE MAIM (�O nS C3 + + + + 1 -5 �, 1. kA I °v° " ��.,... \ ❑ I IA TH11 \\ ❑ i 1 I 1 PROPOS D o ❑ \ PUMP CHA [\ER ; \ ❑❑ I \ PRDPOSED \ \ \\ �❑ i \I SEPTIC NOTES SEPTIC TANK �\ \ 0. ❑3 1.The Proposed Septic Upgrade Requires a Variance to MI I I \ 310 CMR 15.211(Minimum Setback Distance to Property Line) \ j �1 01 - - ❑ ❑ I 10'Required-4'Provided(Westerly) \ 25 8'10'Required-8'Provided(Easterly). 1 �- ❑ \ I 0) 2.The Proposed Septic Upgrade Requires a Variance to \I 310 CMR 15.211(Minimum Setback Distance to Water Supply Line) \ I\ I \ \ ❑❑ \ v"'Required-1'T rovidc. 3.The Proposed Water Line Shall be Constructed in Coordination With tJ DESIGN DATA Barnstable Water,and Shall be in Accordance With 248 CMR 1.00-7.00 \ I O S E D &310 CMR 15.00.The Water Line Shall be Sleeved Where Required Single Family-6 Bedroom Upgrade i P R 0 P ❑ 4.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours With NO Garbage Grinder PROPOSED LEACH PIT \ i )WELLING Prior to Any Excavation For This Project the Contractor Shall Make Daily Flow=110 x 6=660 GPD FOR ROOF RUNOFF (TYP.) \ 13 the Required Notification to Dig Safe(1-888-3447233). Septic Tank:660 GPD x 200%=1320 GPD \ F.F. EL' ❑C3 5.The Contractor is Required to Secure Appropriate Permits From Town Use 15W Gallon H-20 Septic Tank Agencies For Construction Defined by This Plan. <41 ❑❑ \ \ \ \ i 6.Install Risers to Within 6"of Finished Grade. LEACHING AREA 1 1 \ 8 , 439 7.All Structures Buried Four Feet or More or Subject to Vehicular Traffic to be H-20 Loading. 660 GPD/0.74=892 SF Required �� 1 ° \ \ \ 2 St w/f 8.Septic System to be Installed in Accordance With 310 CMR 15.00& Sidewall=2(10'+62')2'=288 SF I �" "" """ / Y Bottom Area=(10'x 62')=620 SF FEMA Zone 0 1 I I I ❑ ........... I \ 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable I � Dwelling Board of Health Regulations. 908 SF Total Provided f' ............. 9.All Piping to be Sch.40 PVC. V 11(e/ R 0 10.Inlet Tees Shall Extend a Minimum of 10" LEACHING CHAMBER DESIGN �� � \ I „ ........ •"""' LIMIT C3 I Below the Flow Line. All Pipes to be Schedule 40. Use FENCE I L An Outlet Tee Shall Extend 19"Below the Flow Line. \ 1 """ LT FEN \ 7-500 Gal.Leaching Chambers N a SILT I 12.Existing Septic System to be Removed,or 10'x 62'Washed Stone Field as Shown. Pumped and Filled With Clean Material. \ APE N I \ ° I o pA DSC / UTION.L PERC TEST: 10,904 / ............... `"" DEMO. • ' ' LIMN NCE Ed9e.°t...° "' I I / \ t� 'WOP� SILT FE .�./...................... PERFORMED BY SULLIVAN ENGINEERING / ��..W/ ......• T� I / 1 I - WITNESSED BY DONALD DESMARAIS,R S. / / / i N FEBRUARY 4,2005 / '1 J / / / I �- - - - - I .� I � ,- ' ' --' / / \ - - -="" • � '- / T D5�� Stone Wall I / TEST HOLE- I 8.5 TEST HOLE-2 EL.16.0 TEST HOLE-3 EL.16.0 / / / / i--- _/ \� - D4 - _ -..- - - - - - D3 '....................................... . O LAYER IOYR 2/2 O LAYER IOYR 2R O LAYER 1OYR 22 -1� / / ! y \ •�• _ _ - - I- - 1" VERY DARK BROWN 7,6 4" VERY DARK BROWN 15.7 " VERY DARK BROWN 15.6 E LAYER I OYR 4/2J E LAYER I OYR 4/2 E LAYER 1 OYR 4/2 _ / 1 / D2 DARK GRAYISH BROWN DARK GRAYISH BROWN DARK GRAYISH BROWN 13" SANDY LOAM 7.4 101, LOAMY SAND 15.2 11" LOAMY SAND IS.I \ - -11- / - O QF�°?1h Wood Bulkhead B LAYER I OYR 5/4 B LAYER I OYR 5/4 B LAYER I OYR 5/4 / / D1 / ' Landward Edge of Dune YELLOWISH BROWN YELLOWISH BROWN YELLOWISH BROWN �10- \ ��N I Flagged b ENSR 11/ /AUG 04) 30° LOAMY SAND 6.0 38" LOAMY SAND 12.8 36" LOAMY SAND 13.0 99 _ y - - C LAYER 2.5Y 5/3 C LAYER 2.5Y 5/4 C LAYER 2.5Y 5/4 - LIGHT OLIVE BROWN LIGHT OLIVE BROWN LIGHT OLIVE BROWN MED.SAND MED.SAND 120" MED.SAND 6.0 - 8" GROUNDWATER ENCOUNTERI� L2 3" PERC TEST 11.6 NO GROUNDWATER ENCOUNTERED 0.4 25 GALLONS IN 16 MIN. NO GROUNDWATER ENCOUNTERED `6 5 ' _ _ I �- /6 / Coastal Beach / ,3 - - - - / / - / ' - - - - - - 24'e Op4n -- loot w Pam nnoot c 1.a - twin Fodwa,store t Luca / r aaq.t n«.coo.• / (0 T-k scn.40 PVC - - - - - / / U) ✓ Pretp11 P- omDer / ,p• / / , S pun_1_ Pump Chamber Plan View Detail _ -- - - - - / - e _ NantUckt Not to Scale _ _ N 0� / 7 OVERLAY DISTRICT: .. 4'r yr 5eptk Tork G"J'^- Cu.,; fir- • AP - Aquifer Protection District - '`V)�Peb".4 Neck comp ted rn1 Lonl: fw Emer slap 10o so� < - rt� iluwlr OfL riUn Enirllt:C: . -• 6• Revised Groundwater Protection Yercv.r Flout ��• O/ ;M- pd overlay Districts" - April, 1993 On V.4.45 ow4- w1 o1112 I ! p r P.M.on V.4.0 LEACMNG stone L • ••(7 4 - p AYBER \ s.cw�a otr k •r .4o P� H-10 Q Day �-"' •/� Q "• �� Bottom n.a..L 1 I I \.tj..�• '�� 1 4•-,- ZONE: V 1 r ,0• a • • • Il'• a� 1 a -r a a•an pQ+�, 4y.M�. RF-1 (RPOD) s i ; - i� LOC Pump Chamber Section Detail Leach Chamber Cross Section °. Area (min.) 87,120 SF , Not to Scale Not to Scale Frontage (min) 20' o Width (min) 125' - Setbacks: Fron t 30' _.0 Side 15' 4 - - 6" e Rear 15' LOCATION MAP: F.G EL.16.0 ad• I 0 ode FF L.13 I�. FLOOD ZONE: Scale: 1" = 2000'± op Zone B C, A13, V11, & V17 (see plan) Q.14.5 EC.a0n n Prp a. Community Panel No. ASSESSORS REF.. EL .a o- � #250001 0016 D PFC90 July 2, 1992 Map 138, Parcel 33 Proposed 1.0o0 a" Prw..d 1500 Coaon LeoMlnq rsOm04ef septic Tank Pump Ihambw no.E Ulrars H-20 H-20 H-20 ' °W (a)C c( wp. .pr AW. DIRECTIONS: �. so W 1 Pt.a seaml r./ .o oots +oIS".d ./T s.ae", J From Hyannis - Take Route 28 into Osterville; At the lights pAd ,tee >, terCEt24 by White Hen Pantry, take a left onto Osterville-West Developed Profile of Proposed Septic System M , _ A �� �r 1� nV Adpetw ,.7F.wo.,.005 l L(_' Barnstable Road and follow to the end; Take a left onto Not to scale vwnd.otr.EL.1.2 Main Street; Take a right onto Parker Road; At the stop sign continue straight to end of road; Take a left onto Sea View Avenue, and house is on the right, $457. TITLE: Site Plan PREPARED BY: PREPARED FOR: NOTES: CaPeSuri 1.) The property line information shown was Pro osed Im rovements Sullivan Engineering, Inc. Peter G. & Kathryn Wheeler Trs. compiled from available record information. PO Box 659 7 Parker Rood 1 c� At Osterville, MA 02655 Osterville MA 0265`) 1 6 Primrose Ledge 2.) The topographic information was obtained 457 Sea View Avenue (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fc'X 1 Essex, CT 06426 from on on the ground survey performed on PSullPEOaol.com copesurvOcopecod.net or between 191NOV104 & 23/NOV/04. N Barnstable _ ° (Osterville) ass 3.) The datum used is NGVD '29, o fixed mean Draft: JOD Field: RRL/WHK 20 0 10 20 40 80 sea level datum. DATE: SCALE: Comp/Review: PS Comp/Draft: WHK/RRL August 2, 2005 1 "=20/ Pro;: # 24022 Project # C393