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0249 LONG BEACH ROAD
�;r� ' ion /��.ycl� • /��._.._-'� a Town of Barnstable U11Ciln Pos 'This#Card So Xas-1/�sible Frorrt,the `� Street An roved�Plans:Must beReta�ned,an gob andth�s.Card Must-beKept MP> M" Posted Until Finalclnspection Has�Been Made , ? �;: : a , '. ' to of.Occu anc -is Re aired such Baildm shall Not°be Occu ied,until a<Frnal Inspettwnhasbeen;made ' Permit Where a Certifica ,, � Permit NO. B-19-1248 Applicant Name: Stephen Dickinson Approvals Date Issued: 04/22/2019 Current Use: Structure Permit Type: Building Siding/Windows/Roof/Doors Expiration Date: 10/22/2019 Foundation: Location: 249 LONG BEACH ROAD,CENTERVILLE Map/LotSheathing:-7- hin 185-029 Zoning District: CBDLBSB Sheatg: �� p . Owner on Record: MARTY,ANASTASIA TR _ Contractor,Name ; STEPHEN T DICKINSON Framing: I. a Address: 82 HERRONTOWN LN Coniracto Ucense CS-081843 2 AN .` ^ PRINCETON, NJ 08540 Est Project Cost: $27,369.00 Chimney: Description: Same for same, replacing 3 French doors u factor 0 2' replacing 1 Permit Fee: $ 139.58 outswing door u factor 0.30 Insulation: Fe°e Paid:;` $ 139.58 � z t Final: Project Review Req: PFA DBA PELLA. HICR NEEDED INDICATING PELLA Date ;' 4/22/2019 t7 n f; Plumbing/Gas 95, 71 Rough Plumbing: Building Official " Final Plumbing: This permit shall be deemed abandoned and invalid unless the work auth "d; this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved applic5tion-and4he approved construction documents for whicfith Rough Gas:s permit has been granted. g All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by law' rid codes. - Final Gas: This permit shall be displayed in a-location clearly visible from access street or road and shall be maintained open for public hs&ction for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and;Fine Officials are provided on this;permit. Minimum of Five Call Inspections Required for All Construction Work Service: z 1.Foundation or Footing 2.Sheathing Inspection z w ' ,_ ' ;_, _ '�, ... Rough: _,. ,. 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final' Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 185 029 GEOBASE ID 10619 ADDRESS 249 LONG BEACH ROAD PHONE CENTERVILLE ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 61682 DESCRIPTION c/o FOR SFH UNDER PERMIT 053612 PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS; and Environmental Services :—TOTAL FEES: ND ENE C .00 CONSTRUCTION COSTS $.00 � 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE ''f * 1ARMABLE, 6 MASS. 039. BUILD/'I G DIVISION BY DATE ISSUED 06/19/2002 EXPIRATION DATE t. i • ;,me,,µ.`_-"�a,4 F BLL.Cx LOT •SIB; PERMIT 530112 DESC:hXPT': .00- DEMO UNDER �6�;.3Fa f.C1 '���'. Z8A, D@,* Ib,i bNt it:2� i I'-EIL �. I' TYPrs' BUILD T IT Y, NEW RES'fDEN_t.1'A s BL1)C PmT , RS. S 1 LV I A, RON ALD Department of Health; Safety AIilTl ?: `and Environmental Services $824. 18 BONDCONSTq �: y�r COSTS' �� �re� (a� DIME NGY.,R F AM'hlot-,2 17FTACH:EI) I PR.I Y A `i{, * DARNSTABLF, i639; A� ZUILD�ING DI9VISION .✓' ��� DATE .�ui`WE}:� F.a Vi.�:� }.se al.A''J.:CiCi.L d�.:ttV DE'��.[.'6'�. THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY.PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY'GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS:THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- PERMITS, ARE REQUIRED FOR (READYTO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL.NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. • Imm w • BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 f 1 3 (d •mot'.vl 66 1 TING INSPECTION APPROVALS ENGINEERING DEPARTM NT ° Js �71r�VyL, 2 r.0 OTHER: SITE PLAN REVIEW APPROVAL �Jto .fr WILL BECOME N��, T "^^' INSPECTIONS INDICATED ON THIS V,WORK IS w ^RD CAN Rr y APPROVED TOWN OF BARNSTABLE El GAS ©-WlRlF4G El PLU [I BUILDING �TO� APp� N OF �q ST ABLC ,h Co TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map (8� ps Parcel 9 F� Permit# Health Division . (s ito - 3/z� ez4v4 =� 6 Date Issued rev M/7X00 Conservation Division /�'�� a/6��/ SE `�31 � Fee al j li Tax Collector : : SEPTIC SYSTEM MUST BE ' INSTALLED IN COMPLIANCE Treasurer ,�. ,�. u, C� �- -�.c-� � (��zC�G/ ; - MAR 16 2001 LJ �= WITH TITLE 5 Planning Dept. az, ''� ENVIRONMENTAL CODE A Date Definitive Plan Approved by Planning Board TOWN REGULATIONS Historic-OKH 11�1,4 &,0,07! Preservation/Hyannis r��'7 Project Street Address 24q LJ� h►C� 13�itc� Village CEt,d 1 E j _V►L.L,C M ► 5 S Owner NP6 1 A S,tz�_ ��1�-1 Address O 2 HCR rloKi TOKj L_1f�E . 2i ,Permit Request L{S "O"L Ir_S 1�. 5�'H�v(�" . �}flU S� r✓L l� y7 l lv�' l�1, �y i ,4 'PDRR t br,-� b+ Tbu r s'D�i oV-� . G0 ti S�j .-U C:T- N ew 0 rm 0 ��i 2 A-ATi4E..H-EID `)Ll 4 w S ~ Square feet: 1st floor:.existing 4 fo proposed t b 2nd floor:existing �q � proposed 19 Total new Estimated Project Cost oning District Flood Plain Groundwater Overlay Construction Type21� 55 -- Lot Size -7bo s I Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure L'o C1 SLS Historic House: ❑Yes 1-90 On Old King's Highway: ❑Yes 611�0 Basement Type: ❑ Full t1 Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) b Number of Baths: Full: existing 3 new L Half:existing I new Number of Bedrooms: existing ,5 new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas Oil ❑Electric ❑Other Central Air: brYes ❑No Fireplaces: Existing 2 New Existing wood/coal stove: ❑Yes No Detached garage: ,❑3existing ❑new size Pool:❑existing ❑new size ^ Barn:❑existing ❑new., size Attached garage:C!existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes b"No If yes, site plan review# Current Use ��Sl �� I_- Proposed Use R951 DE:N1_1 ��� � t L^V I In, BUILDER INFORMATION Name Telephone Number l2 Address 5 L'V' l r�ir--I S t L•U t l�- � License# b 1 l VA PC, h-,3 �T Home Improvement Contractor# 1 O 1 �2^l Gt✓tvT-ff—L V( L_L_E M q (D 2 2, Worker's Compensation#TC, li� '�)L I ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN '(5 NTT Iri G I F . SIGNATURE DATE _ �-I I Zoo I pppppp- FOR OFFICIAL'USE-ONLN j : q, 4 t r r— �j 77 PERMIT NO. DATE ISSUED ', 1' 'fir► MAP/PARCEL NO. t - 4'c. ADDRESS VILLAGE OWNER DATE OF INSPECTIO` ._ ( ��•• ` FOUNDATION r4 FRAME INSULATION FIREPLACE : a ` ®. • _ a'; h= ELECTRICAL: ROUG14- . FINAL i +1 " PLUMBING: ROUGH - FINAL � GAS: ROUGH ' FINAL i _, r FINAL BUILDING DATE CLOSED OUT — `ASSOCIATION PLAN NO. f -rr_ J Town of Barnstable Regulatory Services " BAMSTPABLE. ` Thomas F.Geiler,Director MA88. �`bArE03.�A`�� Building Division Elbert C Ulshoeffer,Jr. Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 March 23,2001 1 Anastasia Marty 82 Herronton Lane Princeton,NJ 08540 Re: Application to demolish and construct single family at 249 Long Beach Road,Centerville,MA Dear Ms Marty: This office has reviewed the Zoning Ordinance relative to the application noted above. Other than Section 4-4.6,which allows the reconstruction of non-conforming buildings destroyed by catastrophe,the ordinance is silent as to voluntary razing and reconstructing a non-conforming building. It is my opinion that unless the Zoning Board of Appeals interprets Section 4-4.3(2)(specific to alterations/expansions)as being applicable to your application and grants the required special permit,then a variance from the provisions of Section 3-1.3(5)Bulk Regulations requiring setbacks of 15' from sidelines and Section 2-3.7 requiring a 35' setback from designated wetlands(dune)will Therefore,your application for a building permit to demolish/reconstruct 'dwelling at 249 Long Beach Road,as shown on site plan dated 5/23/2000,under seal of Peter Sullivar is denied until appropriate relief is granted by the Zoning Board of Appeals. Sincerely, Elbert C.Ulshoef , Building Co ss' /km cc: Town of Barnstable,Zoning Board of Appeals(enclosure) . Ronald Silvia g010323 . p Lang ac&(@D (40' Wide — Public Way) N 86°19'30" E 120.56' 40.49' I I REFERENCES: Assessors Map: 185 Parcel: 29 I Deed Book 12727198 123.02' ZONE: RD ° IO Setbacks: Front: 30'min Side: 15'min Rear: 15'min' 0 cs I # See Z.B.A. Appeal # 2001-47 Special Permit re/Section 4-4.3 0 0 O- 13.17' Q Original Dwelling M o 7.p4 N D o CL 11.22• I N 6 n New Foundation � � o�a I o IUl ���ir.ra�+a��aR�enFn�reP,�p� ------------------ Mean High Water \ By Record Plo.n_. — — - -- — — \ — — — — — — — i C_1J I 1+ — — — — — — — — — -- Mean Low Water By Record Plan �'A Of I certify that the foundation shown hereon conforms to the RICHARfl q setback requirements of the PLOT PLAN LFIEUREUX H Zoning Bylaws of the town IN No.W12 °` of Barnstable. (Centerville) rofes Land Surveyor' Date nnA��o N D TES: DATE: 201J(IUtILCI/01 SCALE: 1"=40' 1.) The structures shown were located on the ground 0 10 20 30 40 60 80 FEET by conventional survey methods on July 17, 2001. PREPARED FOR: 2.) The property information shown hereon was Silvia & Silvia Associates, Inc. compiled from available record information and 619 Main Street does not represent an actual on the ground survey. Centerville MA 3.) This plan is not for recording and is not PREPARED BY: to be used for construction layout or deed Cap(BSUN description purposes. 7 IIPNNarker Road Osterville MA 02655 DWG #: C484ppl FIELD BY: MDH/WHK (508) 420-3.994 / 420-3995fox - 1`'�,d.Ta.T Z: 'q L.p r ►Cs- E C.H . IZ7, C E.r�,Tt i�v l L L E . r PHILBROOK ENGINEERING 107 BEACH STREET CONSTRUCTION DEN MA 6 -:. 1 50 8 385-8682 ENGINEERING DESIGN • CONSTRUCTION INSPECTIONS • BUILDING, ALTERATIONS & RENOVATIONS 10 June 2001 Town of Barnstable Attn: Mr. Elbert Ulshoeffer, Jr. Building Commissioner Town Hall Barnstable, Massachusetts 02601 Reference: MARTY Concrete Slab/Foundation Inspection J 249 Long Beach Road, Craigville, MA eNm2u11,te Dear Sir: At the request of Mr. Dan Kadar, Silvia & Silvia Assocs. , I con- ducted a site inspection at the above location on 6 JUN 2001 The purpose of this investigating was to witness existing conditions of the remaining slab-on-grade foundation following excavation for the new house foundation. Original plans called for rebuilding of a new 2 story garage & connector wing on this remaining foundation element. Progress to date included demolition of the original house, excavation for the new house foundation and the removal of all frame construction over the remaining slab--on-grade. It was during this work that the overall condition and integrity of the remaining slab-on-grade foundation came into question. Construction: This slab-on-grade foundation consists of perimeter wood timbers that were used as a form for the -concrete slab. The timbers were integral to the construction and are founded on a sub-grade beam of concrete. The overall depth is about 12" below grade. A 2" concrete wearing surface was placed over the assembly and the outside face was parged w/ concrete. Wood framing extend- ed thru the 2" concrete surface. Observations & Discussion: The entire perimeter timber sill has rotted, in some places completely thru. There is no load bearing capacity that can safely be assigned to the remaining portions of the timber sill. Along the foundation wall common to the new PHILBROOK ENGINEERING & CONSTRUCTION 107 BEACH STREET DENNIS,MA 02638 1-508-385-8682 excavation cracks are allowing the soil sub-base to filter out from beneath the slab-on-grade. The remaining slab-on-grade is not a monolithic slab as it also is badly cracked and has a lot of differential settlement. The attached Photo Sheet highlights all of these detailed problems . Conclusion: There is nothing worth reusing of the remaining slab- on-grade construction. No decent wood framing can be started and the overall foundation will not be able to support the new point loads imposed by the proposed construction.. The slab itself will have to be removed in order to install the new, clean concrete floor. Complete removal of .this slab-on-grade and installation of a new bearing wall/structural slab is recommended. This new work will both meet the required design needs and satisfy the current Building Code minimum standards . Respectfully submitted, ou,y 1 / V/J K/a�tvrti.. 'h-►"-tom rt.�e7r�- ����� O'C T. VARNUM PHILBROOK, P.E. r L�}i`r'diJ MECHANICAL 1 No. 3�3esJ Encl . — Photo Sheet `� Project: MARTY Foundation Checks Date: 10 June 2001 Project No: P00-49 Site Inspection; 6 JUN 01 �caccc: __o_�acc: ecc.rcccccs cp_cmaacc: -cacsaTc.__ sacs:accse a_-acccascde _ccsacceccn Photo#1 _Photo#2 z' -�,��'- 'mt:.""eat' �' ,_s..«- , t '^s•�i, r� kc• MOW, .'� 77 x, *a ;+`a!' •�, a �' •x�"�.'.„,$.1m'"s�'•`"..5�ti ",4�cs r*t ,� � a. ', �'-•w`,�'�f,o�`� u "t 'r^^�;4� - �'r;�., :':: •'"+Y.ivr 'dFS4 � �� 'j 42�•"��`' —b F 'a, I �<"'At� � '�'�'` '� � a- s��.i }a... ��r�J r,ffs�t''r; � r• � •7'. • ti�_,t• �� rw*.Pz 3'"Snk�E �'t.As�w+�yyx N� '' " P f µ Wood Studs Let-thru the 2" Slab, Badly sectionalized floor slab, note the ends of which also rotted. . cracks and uneven plane Rotted Timber Sill Beams Photo#3 r Photo#4` m st WOE ' maw 4y < „,aS.. y- s alai y,,,. •� �.� � lr � ta "i '`"`� � f f kH 4N � 'm w' 4 1 — Overall Foundation Depth;Wood Large amount of soil that has leaked and Concrete Grade Beam out thru the cracked common wall. and undermining the existing slab i ,o Silvia & Silvia Associates, Inc. A5 T� uL L.-r 'Po r(-� Pm-*LT-� Li r-L i LE S , T �i ry K Li v 619 Main Street, Centerville, Massachusetts 02632 (508) 775-1442 Fax 771-7626 BED 1 S 140 PG:324 452�r 07-21 -2000 12 03 - 1. 1 DEP File trur,• r; Massachusetts Department of Environmental Protection CBureau of Resource Protection -Wetlands Provided by CIE P V1JPATOM 5 — Order of Conditions _ Massachusetts Wetlands Protection Act M•G•L• c. p, Recording Information (cont.) Commission. y the Registry of Deeds and submit to the Conservation Detach on dotted line,have stamped b ................... .........•......--•_. To: Barnstable Consen•ation comission Please be advised that the Order of Conditions for the Projec, D=P File hu^Der Projecl Location Has been recorded at the Registry of Deeds of: Barnstable Page Book, Count' - for. P;o��;ly Ovra_ and has be---.-- noted In the chain,Of title Of the al ected PrOperiy Irl: Eoo< y In accordance NY'kh the Order Of COn01t10rIS ISSUcd On: Dale If recorded land, the instrument,number identifying this transaction is: I 'a y 7 z t nu; ter ;,slrume. If registered land the document number identifying this transaction is: g Docu.-�al NvmSer ��p ^(icanl - • 06/17/2002 09:49 15089310 RUSTYSINC PAGE 01 i RV'sty Is Xn hfechamcal Controctors Plumbing-Heating-Air Conditioning ?Z?Alid Terh Or MM)770-]909 W Yww*L*Ala 02673 fag (dOQ)777-9no Fox CM0 Fax# 1 508 420 8109 Date 6/17/02 ` Name Dan Kadar Company Silvia 6 Silvia Re: Marty Residence Dear Dan: ` This is to confirm that all equipment for the above re: project is above the flood plane elevation If you have any questions,please give me a call.@ 508 T751303 rank Roderick,Pres 2 Bk 13841 P9145 *34370 05-17-2001 Town of Barnstable Zoning Board of Appeals Decision and Notice L ? Appeal 2001-47 - Marty Special Permit Section 4-4.3 Nonconforming Buildings Single-family Residence Summary: Granted with Conditions Petitioner: Anastasia Marty Property Address: 249 Long Beach Rd.,Centerville,MA Assessor's Map/Parcel: map iss,Parcel o29 Zoning: Residential D,Resource Protection&Aquifer Protection Districts Relief Requesud&Background Appeal 2001-45 is a request for a Special Permit in accordance with Section 4-4.3 Nonconforming Buildings use as a Single-Family Residence,to permit the razing and reconstruction of the dwelling on a legal pre-existing undersized lot and conforming to pre-existing noix-conforming setbacks- According to the Assessor's record,the property at issue is a.53 acre lot developed with a 2-story, 3,465 sq.ft.,4 bedroom,single-family dwelling, which was constructed around 1930.The lot is accessed from Long Beach Road,a developed way. A second way,Cross Street,located to the west of the property,is undeveloped along the property line but,Is a public walkway to water. According to Flood Insurance Rate Maps,the property is in FEMA Zone A13,an area identified as being in the 1Myear flood plane with a base flood elevation of 13. Rebuilding of the structure will require conformance to Section 3.5.1,Flood Area Provisions of the Zoning Ordinance. That will require all utilities and the first floor to be elevated to-a minimum of 13 feet. Procedural&-Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on March 01,2001. An extension of Time for holding the hearing and for filing of the decision was executed between the applicant and the Board. A public hearing before the Zoning Board of Appeals was duly advertised and notices sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened April 18,2001,at which time the Board found to grant the special permit with conditions At the opening of the hearing,Acting Chairman Gail Nightingale stated that only four members of the Board were present to hear the appeal and stated that a unanimous vote would be required to grant the relief sought. The applicant's representative,Attorney Michael Ford agreed to proceed with the four member Board. Hearing this appeal were Tom DeRiemer,Ralph Copeland,Richard Boy,and Gail Nightingale,Vice Chairman. Mr.Ford explained that the dwelling was in deteriorated condition and the applicant was seeking to rebuild the structure. The footprint would be what existed today,however,the new structure would require that it be flood proofed,and the foundation would be elevated some 3 feet above grade to satisfy the requirements of section 3-5.21 Flood Area Provisions of the Zoning Ordinance. He noted that the new structure would be approximately 26 feet in height measured to the tidgeline. Elevations were presented,as well as a handout that summarized the nature of the non-conformities that i t• i�� existed and would remain with the new structure. He cited that no intensification of the infringements would occur and no new non-conformities would be created. The public was invited to speak and Albert Bodzioch spoke in favor of granting the special permit. No one spoke in opposition. Findings of Pact: At the hearing of April 18,2001,the Board unanimously found the following findings of fact: I. In Appeal 2001-47,Anastasia Marty has requested a Special Permit under Section 44.3 Nonconforming Buildings-Single-family Residence. The property address is 249 Long Beach Rd., Centerville,MA,Assessor's Map 185,Parcel 029. It is zoned Residential D and is in a Resource Protection and Aquifer Protection Overlay Districts. 2. According to the Assessor's record,the property at issue is a.53 acre lot developed with a 2-story, 3,465 sq.ft.,4 bedroom,single-family dwelling constructed around 1930. 3. This is a pre-existing legal created non-conforming situation in terms of lot size and structure location. According to Town records,the lot predates 1950 zoning in the area. The house appears on a recorded plan at the Registry of Deeds(Plan Book 111,Page 139)dated May, 1952. The structure is located 6.88 feet at its closest point to the side lot line when the ordinance requires 30 Feet. Portions of the house are within 25 feet of the beach,when the ordinances requires an minimum of 35 feet. The lot contains 25,700 sq.ft_when the ordinance requires 2 acres of lot area. 4. The petitioner seeks to raze the existing dwelling,preserving a portion of the existing foundation and slab and to reconstruct the dwelling on the same footprint, observing the existing setbacks. The new dwelling will be raised to comply with FEMA,requirements. The height to the ridge of the new structure from existing grade is approximately 26 feet. The project has been approved by the Conservation Commission and the Board of Health,. 5. The existing structure is pre-existing non-conforming in terms of the following setback requirements; side,front,and from wetlands,and the lot area is deficient. The proposed alteration will not result its the creation of any new non-conformities nor will it intensify the non-conforming nature of the existing dwelling. The proposed dwelling is a reconstruction within the meaning of MGL Chapter 40A Section 6 and an alteration and expansion within the meaning of Section 4-4.3(2)of the Barnstable Ordinance. 6. The proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. 7. This application falls within a category specifically excepted in the ordinance for a grant of a Special Permit. Decision: Based on the findings of fact,a motion was duly made and seconded to grant the appeal with the following conditions: 2 1. This permit is issued for the demolition and reconstruction of anon-conforming building on a non- conforming undersized lot. This permit authorized the reconstruction of the dwelling within the established uon-confomiing setbacks of the existing structure_ 2. Redevelopment of the site shall be in accordance with plans presented entitled"Site Plan Proposed Site Improvement at 249 Long Beach Road, Centerville,MA,,for Anastasia Marty"dated May 23, 2000, and last revised September 27,2000, and as per plans presented to the Board dated February OS, 2001. Copies of which are contained within the file. 3. The dwelling is limited to no more than 4 bedrooms. 4. The Title V on-site wastewater disposal system shall meet all requirements of the Board of Health. The vote was as follows : AY& Tom DeRiemer,Ralph Copeland,Richard Boy and Acting Chairman Gail Nightinale NAY: None g Ordered: Special Permit 2001-47 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision,if any,shall be made pursuant to MGL Chapter 40A,Section 17,within twenty (20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. 4' ightin Actin hairman Date Signed I,Linda Hutchenrider, Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this_ day of It, ,.90 under the pains and penalties of perjury. Linda Hutchenrider,Town Clerk 3 P`oF,HE. � The Town of Barnstable NW �� '• BARNSTABLE. Department of Health Safety and Environmental Services Y MASS. 0 639. �0 prF�MP'�> Building Division 367 Main Street,Hyannis, MA 02601 -Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection p 9 Location 'l o Permit Number �-- Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: cf) I C4 Please call: 508-862-4038 for re-inspection. Inspected by V2-- � Date Z — 61 ll 1 Town of Barnstable Regulatory Services ' sa MASS. ' Thomas F.Geiler,Director Building Division Elbert C Ulshoeffer,Jr. Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862=4038 Fax: 508-790-6230 March 23,2001 Anastasia Marty 82 Herronton Lane Princeton,NJ 08540 Re: Application to demolish and construct single family at 249 Long Beach Road,Centerville,MA. Dear Ms Marty: This office has reviewed the Zoning Ordinance relative to the application noted above. Other than Section 4-4.6,which allows the reconstruction of non-conforming buildings destroyed by catastrophe,the ordinance is silent as to voluntary razing and reconstructing a non-conforming building. It.is my opinion that unless the Zoning Board of Appeals interprets Section 4-4.3(2)(specific to alterations/expansions)as being applicable to your application and grants the required special permit,then a variance from the provisions of Section 3-1.3(5)Bulk Regulations requiring setbacks of 15' from sidelines and Section 2-3.7 requiring a 35' setback from designated wetlands(dunes)will be required. Therefore,your application for a building permit to demolish/reconstruct a dwelling at 24.9 Long Beach Road,as shown on site plan dated 5/23/2000,under seal of Peter Sullivan, is denied until appropriate relief is granted by the Zoning Board of Appeals. Sincerely, Elbert C.Ulshoef , Building Co ss /km cc: Town of Barnstable,Zoning Board of Appeals(enclosure) . Ronald Silvia g010323 °Ft r Town of Barnstable Regulatory Services RAMS n 3 Thomas F.Geiler,Director �`� Building Division �fD MA'1 a Elbert C Ulshoeffer,Jr. Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 March 23,2001 Anastasia Marty 82 Herronton Lane Princeton,NJ 08540 7 Re: Application to demolish and construct single family at 249 Long Beach Road,Centerville,MA Dear Ms Marty: This office has reviewed the Zoning Ordinance relative.to the application noted above. Other than Section 4-4.6,which allows the reconstruction of non-conforming buildings destroyed by catastrophe,the ordinance is silent as to voluntary razing and reconstructing a non-conforming building. It is my opinion that unless the Zoning Board of Appeals interprets Section 4-4.3(2)(specific to alterations/expansions)as being applicable to your application and grants the required special permit,then a variance from the provisions of Section 3-1.3(5)Bulk Regulations requiring setbacks of 15' from sidelines and Section 2-3.7 requiring a 35' setback from designated wetlands(dunes)will be required. Therefore,your application for a building permit to demolish/reconstruct a dwelling at 249 Long Beach Road,as shown on site plan dated 5/23/2000,under seal of Peter Sullivan,is denied until appropriate relief is granted by the Zoning Board of Appeals. Sincerely, Elbert C.Ulshoef , Building Co ss /km cc: Town of Barnstable,Zoning Board of Appeals(enclosure).. Ronald Silvia g010323 Workers'Compensation insurance AltIdavit nnlicantlnfornration• eT nsr hlitMiF """ ysnee�aa�snr=�se�s = � BIImo: -Inentlan• ' dtv ohnne k ❑ 1 am a homeowner performing ap vtrork myself. I_0_ l am a sole'proprietor and have no one w rk oing in any capacity ( i am an employer providing workers' compensation for my employees working on this job. company nnmc• Silvia & Silvia. Associates, Inc. nrldress. 619 Main Street city, Centerville, MA 02632 phone ll• (506) 775-1442- Maryland Casualty TC49s6J9y Instrrnncc co, voila 0 ❑ l am a sole proprietor,general contractor,or homeowner(circle one)and have hued the contractors listed below who have the following workers' compensation polices: company nnmc• address• i phone th Insurance-co. Holier 11 6rZ i'(x-J,. rat:Tj'� .�LKI.�'r'. „• 'Tr7- G7�jy +v.Z'. - - _ ��'i�''9��•—�....� -1_s..���+-L 'L �'.IrJ ta�., '`�'fG.s,'�i� tafmnan•HANG: adtims.. tthone�• Insur'nuce co tl�lttaeh additiaaaCtheet Ua`ecessx .w.�zr .• . r.� r: ..,y..,;, w �:,�,: Eailare to secure car=gc'u required ruder Seetioa 2SA of 111CL IS2 can lead to the Impositlon oferimloal peaaldcs of a fine up to SI.Soo ca andlor oar ye:at'(mpclsaameat of well as d4 peaaltles to the form of a STOP WORK ORDER sad a out of S'100 00 a day against nee. t aadcrst:nd chat a copy of this statemcat may be forwarded to the Office of Invatigatioas of the DIA for covet Cc vCttfication. I do Irerebr•c • drzllp!,��nand penalties ojper)urr drat the Information prmlded above Is true and correct. Signatu Date v E-01 Print name Ronald J. Silvia, President Phone g (508) 775-1442 omcfal use oniv do nut write Ia tills area to be completed by city or town official city or town: permit/Ilcease p r'iBuilding Department 13l.iccasiag Board Q check If Immediate response Is required oscteetmea•x Ofncc (]ticallh Department , taatact person: phone H; nOnher---- r tM""I.7c r'rAl Board of BuildingRepulations . One Ashburton Place, m 130.1 Boston, Ma 02108-1618 License: CONSTRUCTION SUPERVISOR LICENSE Birthdate: 11/18/1949 Number: CS 016932 Expires:11/18/2001 Restricted To: 00 RONALD J SILVIA 619 MAIN ST CENTERVILLE, MA 02632 Tr.no: 9780 Keep top for receipt and change of address notification. ✓�ie ino»vnuvruue� a��,t'�aa:tac/ii�aella BOARD OF BUILDING REGULATIONS 00-35,000 cf enclosed space License: CONSTRUCTION SUPERVISOR (MGL C.112 S.60L)1A-Masonry only Number: CS 016932 1G-1&2 Family Homes Failure to possess a current edition of the Birthdate: 1�171�.949 Massachusetts State Building Code Expires/1918/2001 } Tr.no: 780 is cause for revocation of this license. Restricted Tb: 00 1/ RONALD J SILVIA 619 MAIN ST CEi»ed�i i CENTERVILLE, MA 02632 Administrator DIG SAFE CALL CENTER: (888)344-7233 l2P V/GLYn%Yn%O�l2CUE'ia�G�G O�ii i�'(.l,L'40CZC 1�:Cei1P.�d Board of Building Regulations and Standards One Ashburton Place — Room 1301 Boston , Massachusetts 02106 Home Improvement Contractor Registration Registration: 101627 Expiratio = =6/26/02 Type: Private Corporation &.auuea/d HOME IMPROVEMENT CONTRACTOR Registration: 101621 SILVIA & SILVIA ASSOCIATES , INC . Expiration: 6/26/02 Ronald Silvia Type: Private Corporatio 619 Main Street Centerville MA 02632 SILVIA & SILVIA ASSOCIATES Ronald Silvia t,/ 619 Main Street ADMINISTRATOR CeOterville MA 02632 I I?, WRQ.1. ')'MAP->INSULATION FAX NO. 508 888 9609 Feb. 06 2001 10:45AM P2 MASchAck COMK,TANCE REPORT — majametiusarrs Kne-voy cuak, PArrni r it MASchc-Ck ScittwareL V,'r:ioii Ch,�oked by:tiara crryi STATE! Massaiahu err:: HDD: 6 13 7 CONSTRU(M.CIN TYPE: I HEATING !1YS'T7M TYPE: me*m -i7,1,=;,rcLk VATZ: 1-fi-1980 PATE OF PLANS: TITLE: 5ILV1A&�,:rLVTA PROJECT INFORMATTON: LOT 249 LONG PEACM rn. CENTERVILLE MA. . COMPANY 1NV'()i+V1AT1QD1; MAP 1NSULA'l*j:QN NOTES: MARTY K9nrDFN(7E C.OMPLTANCE! PAt..IjEt; Your hmnA Al:Q41 cat (:,jvi ry C"t)n r A 7.i.na D o r P,?ximetar R Value it-valma H-V-illle T.TA ------------------ -- - CEILINGS 99 WALL5; W00d Fcaime, Oi" OXI 1flri0 I9.fi (1.61 21:2 0 (;Lh4IN(3: Windows rx iimora 0.450 236 GLA41NQ; Windows .,r Uo,-;rii 0.350 L5 000Rr; ri i r..n 7 FLOURS: Over Uncoridirionp-cl 13'r-U*0 0 01.0 0,0 72 FLOORS! Over Aic 400 -10.0 0.0 13 HVAC t;QUIPME-NT; FLLrrLclt:P., 7F.0 AlzlllI; -------------------- ---------------------- - -------------- COMPLIANCE STATEMENT; Tha, propt.,!;,d buittiijig ki-mlgn dq:,vrii),rvd hari, to consi6ttnL wild ttie. t-mi Irlinq p1CLU.4. ATICI other. CAICUlationr 5iiiVinitrreid wiLiL the E->arTnit The proposed hill.-Id4�11cJ har> i)*en designed to me;eL Lhc- Of Like Ma1.W,tL1lU.iatt-S &R-iiZ:gY Tha 110atilIC.1 LOAd fe-11- rht!) Dllilditl<j, Alld thp IMAd if 'i,-1-4 k 4!, has bE=e.n determined %ising rhA jtULldd1:*d Design Condj,rion.q f-1110 in Cho Code., Tho HVAC' Arj%OVM,°W: Lit iiwmL rtr coc-1 r.he huildi,110 shall 1>a no ara,at,;t Lklark 125% Of rile do�"iqv. Section.5 7ROCMR 1310 •ind J4.4. I)A ( ROM :-xMAP41NSULAT10N FAX NO— : 508 888 9609 Feb. 06 2001 10:46AM P3 MASChdck INSPECTION CHEC:FLi':.1' Massachus©tts Enerrfy Code MA.Echeck L•ottwaYi= VR�=14rt 4a SILVIA&SILVIA DATE: 1-8-1980 Dept. � 1J:s4+ • I � � 1. F. ?era WALLfj [ ) 1. Wood Prame, •1. f),C, , rt-19 Comments/L,Lcar.j. ,1�„-- -- - - -- --- WIMXWl AND GLASS DOOR',: [ 1 1. U valr.t�: 0.45 Por windowo without lrtb?It?d U-Va1Ud:S, aas+.,-ib) !CtL1.4Lw's # Panz- rlramcr Typ,a Tliaxtiul Ex..tlsi' f ! Yt;s [ 1 Nu - .._... I001' winlnwr, withnmt lal)?1?d LI l.rr_, ..I?:�criL2 felt.L1 M Pa11e•t".— • Fj:uIW r ryt;,? ex�,ak.' 1 Ya [ No DOOR:.: l=U0lRlenrA/f.nt^arinll _ FLOORS: [ l 1. Ovc-r uncurrditiorte<i !'fpa<P, R-10 - [ l 2. Over Ouriida Air, R 3H) � C:c+mmar,rst:I,�•�cartnn_.�.__........._._..•,.,_..... .........._....__._..,.....__.,.._--••----•- HVAO Ec,�UIri4rElv'!': vurnac:e, '+.p F:rt1E ATR T.,F.,nYz,QE [ ) Joints, petit trationci, and nll athex :such at)a11illus ill the building Envelope that: arm uouicau of air leakaga muut be 56dtlud, When instal ell in the 17ulld!rr�) onvu•lutiu, xuur<wisWd li;lhtt!ng fi.nt•uYe9 shall meet -ne. of ehe- frdl.owinq reiluircrnento: 1, Type IC mated, YnAnufri,::ture,l wir.h n%; panetrarionft 134tween the inside of the ra(^ee:racl t'ixrm:a and cailing cavity and sealad or CaSkrl Ld to iir 1eKkticre i.ntr> rtle rua< )Itditir)ukCl :�1iitCd. 2, Type IC raU.d, In RSTM E 1i3, with no more than 2,0 cfm (O.94: L s) •aii wovomant ixunl cha t_hu conclit:ir)nrd ,ipaue t., rh, c?ilinl r:avity.. Tlta li+ti111einrt Ci eur4� shall tk1Ve been rtt '75 PA r?1:?F.:r-sUr2r dif.ferHtic•a &rid s11a11 I;a, la beIQ1. VAPOR RETARDER: ( 1 Recluirad on the warm-in-winter side <)f all rwn-vailt,ad fr,amarl ce!lincJ>, walla, and flr,t7tsl. MATERIAL,] IDEN'rih'1C'A'1•iON. [ 1 I Met ter•ia125 ,.lrtd =f-Clli.pmr•nt m119r he idianti ri Rd .150 1.1101t (:UMpiiaricc.. Call ,14 FROM MAP4 I NSULAT I ON FAX NO. : 508 888 9609 Feb. 06 2001 10:46AM P4 be detuminad. m.nutacruray man"Alp fnr All W,6116d hQWAU and coolinu uquipaiant; qnd R*rvlcp wArAr heAring oqaipmonr m"al; be provided. rnn"lakion R-Yalues and glazing u-values must be clearly Mackwa on the hulidinq pion* Yc upevifications. DUCT INSULATION: nuccc ahail ba inguwtad pit Tabl, DUCT C0NnTRWT:0N: All AccaccibQ >Wx, Anomg, ind cinnonriono ct su,PLV and CeLurn dinncwork lWaLwd G"twidn ondirioned Ywo, larludl."I to" bay, or. jWC UaViL!dSiHPACAS U10d M ZranGPNI air, Stoll by Woulad uaing MUSCiC And t1brou" backing Lupo WatuLlad acCurdWg W the manuLacturar-s instaLi.anan WaLcuutlQW. Mash We UWY be amiccau whuce gaps arm 1ACC rhAn 10 Woh, auct tapa in not parmirtod, The HVAC synram murr provida a moan; for balancinu air And WatGt '.;yL;tG11L!;. TEMPERATURE CON` HOW: Thermostats arm rpcpQ& C01 0=11 OwpaLuLw HVAC sysLam. A rannual at aurtomarir meant CC PUILWILY LlSUCtar. —t shur sir rho Wring and,or VQ"Llnq opur to , ,vh x,ne -x ti.not: Ahall he wovidad. HVAC ECUIPMSMT !WN0, Wed nutpur capacity of the hearing —Kno syrrem 07 noc graarar chan L251 *t c4a dasign Woo as nParift-i in %Wims ?RNMR InU md Jd A. WYMMT140 POCLS! All hear&d swimming poolA most have An on,off Watar ywirch anti reg"ire a Qovui unless over 204 of the heating energy is from tau"-deplatabl! notarels. Pool pumps reqwixe A time &W. HVAC PLPTNN 1`713ULATION: MvAr p1pina convoying hLULdS AhOVA Wo F mr chillod fluid* below Q p MUCt be indulacad to rho rilloming LoWn QW ; RIPE EIZES (Wo HEATING SYITXM,,;; !rrmp (F) 6-V L.25-2" 2.5-4" Low pressuce/CeMP. 061-250 1.0 1.5 2.0 Low tomperaLure wn.w n.5 1 ,0 I .0 L,5 Rceam nnndonwate any 1.0 1 .0 COOLING SYSTEMS; Chilled watc-r or 110 55 0.5 0.5 0.75 L.0 balow 40 ( TRCULATING HOT WATEF. SY:;TKrV; Tnsularo circulating her. w1rar pipso r the failowinq LeveLl (inJr rTPF 31ZEP KW NW-VIRCULAWN,-, IC-.INS & RUNOUTS HEATED nXWVM TVMF 01 ; FUNOUTS U-1- 0-1-2t" 1,1.2,n- nw, 170-1R0 U.') L. 2.o 140-160 1)''i L,U L.5 05 0.5 ----NOTES TO VIELD (Building Deparimant Doe Only) �4C0�? . CERTIFICATE OF LIABILITY INSURANCE 04/3%2o 1 PRODUCER (S08)775-3131 FAX (508)790-1677 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Agency, IncONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE The Fair Insurance A9 Y HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P.O. BOX 430 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 619 Hain St. INSURERS AFFORDING COVERAGE Centerville, HA 026372 INSURED Silvia / Silvia Associates Inc INSURER A' Maryland Casualty 619 Main Street INSURERS: Safety Insurance Co. Centerville, MA 02632 INSURER C: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY NUMBER PO FFE POLICY E PI TION LIMITS GENERAL LIABILITY P27336966 08/01/2000 08/01/2001 EACH OCCURRENCE $ 1,000,000. X COMMERCIAL GENERAL LIABILITY FIRE DAMAGE Any one fire) S S0,00 01 CLAIMS MADE M OCCUR MED EXP(Any oneperson) 5,0001 A PERSONAL&ADV INJURY $ 1,000,000 « GENERAL AGGREGATE $ 2,000,00 GENL AGGREGATE LIMIT APPLIES PE PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PE O- LOC AUTOMOBILE LIABILITY 007908 08/01/2000 08/01/2001 COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO ALL OWNED AUTOS BODILY INJURY X SCHEDULED AUTOS (Per person) $ 500,000 B X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) 50Q QQ PROPERTY DAMAGE $ (Per accident) 50000 GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS LIABILITY P27336966 08/01/2000 08/01/2001 EACH OCCURRENCE $ S,000,00 OCCUR CLAIMS MADE AGGREGATE $ 5,000,000 A $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND C095836194 04/01/2001 04/01/2002 s AFR EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $ 100,000 A E.L DISEASE-EA EMPLOY I$ 100,000 E.L.DISEASE-POLICY UM $ 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS I CERTIFICATE HOLDER ADDITIONAL INSURED;INSURER LETTEF CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WIIENDEAVOR TO MAIL f=DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, TOWN OF BARNSTABLE BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY SOUTH STREET OF ANY KIND UPON THE COMPANY.ITS AGENTS OR REPRESENTATIVES. AU4771) HYANNIS, MA 02601 REPRE ENT ACORD 25-S(7197) ©ACORD CORPORATION 198E .I - - - Y• — 2101!. TO MNW 260'�To M"W CawTQI\V1LLa rtivaFt .. '• CROSS STREET ,e Remove existing timber retaining wall and cx�sT.plcleeT 1 C� O r� .� re Fa 11ce A _ •�a - tainingw•aN replace with poured io Piece concrete / / •J• -— 1 N c Qq V•M7 / % _ — -N 12°35'40" 245'- 0 0 ... I o 0 62 3 11 TEST HOLE ELEV. 6.7 w "'lw a_ O 0 Sand With Loam �. w 611 IOYR 5/3 ,1 C Coarse Sand IOYR 7/2 z _ a;w .. 1. .. , _ _ fti_+ a$r4, f .�+.R ILL 82 , :z $ g � wP W Class I Material,Groundwater at 7211 = i ,� g°,4,w�' 20, 1 0•, j ci n Date: 2/2/00 By S£Inc. �a ^� I o° gag'$ cc D to be a_ rmil LOCUS PLAN. Witness: D.Micrandi,T.O.B. n W a Ko n � s.3 „ , t� Groundwater Adjustment I of I N° o w w —— i W SC01t? I =2000 la \ ` Groundwater at 6.0 = E1.0.7 wa •- to I AssessorS Map 1851 V Index Well: MIW29 ZoneA Parcel29 Adjustment: 1.5% Apri12000 y; a ° ° b s Col Ground Water Protection Adjusted Groundwater Elev.2.2 9 ;�; \ 1 9 I-E Zone AP n. go C. �. Zoning RD F , ts, NI �_ , O j Front 30 \ wa is - ------- - ------ ---- Side 15' Rear 15' PLAN VIEW - °- -4a•'w 243•_ ` _.. --Flnleb Grade 1 Filter 4"0 Rrforoted 1 �i f Compacted Fl l I--�'� N/F Rod•6 TAs/mo >QRIST.^K ,, FabrK PVC Pipe Scale: I = 3 O Remove existing timber retaining wall and riO/dDery,Tix a Fe r.ce ►�N� . replace with poured In lace con y ex.sT.seo•r1c sv5TaM Pea Stole P Crete retaining wall - To BE REMCIVto. 24'0 opening Above For M.H. DESIGN DATA DouDoubllee I Washed I/2'ID Galy.Pipe For From B Cover. � _ - Vent Stone Float Support SingleFamily-5Bedroom F.G.10.0 3'-O" S-O" 3'- 3'-0" 3'-0" With no Garbage Grinder F.G.11.0 e;•. ;yr',;t; Daily Flow=I10 x 5=550 GPD 15'-0" Septic Tank:550 GPDx200%=1100Gal 87 Top E1.9.2 Pump Power 8 Float Control To D-Box Use 1500 Gallon Septic Tank 8.5 Bot El.8.2 ( Cables Installed in Accordance 0 LEACHING AREA 8.3 1500 Gallon pump 9'0 5'Min.toAdjusted CROSS SECTION OF LEACHING BED With Local Bldg.8 Elec.Codes. - Septic Tank Chamber Ground Water Not to Seale 550 GPD/0.74=744 SF Required Use Bottom Area Only v a 4"0 From Septic Bottom Area=15'x 50=750 S F. Bedding Tank.Sch.40 PVC Precast Pump 750 S.F,Total Provided as 5/19/00 Chamber Per Title 5 , 6'-0" LEACHING BED DESIGN All Pipes to be Schedule 40.PVC DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM >:;, e',:°•:6, 4'6:b°. Perforated With Capped Ends.Use Not to Scale 4-411Distribution Line in 15'x 50' PAR PLAN Washed Stone Leaching Bed as ShownSULL) • Street Address:249 Long Beach Road - Gt/IL • Overall Scope:Proposed upgrade of existing foundation to comply with c> 4"0 Sch.40 PVC Finished NOTES FEMA and State Building Code Regulations,remodel existing single family �g From Septic Tank Grad I.Water Supply ForThis Lot•is Municipal Water. dwelling,upgrade septic system to comply with Title 5 and local Board of g...... T . 2.Location of Utilities Shown on This Plan Are Approx, Health Regulations,landscaping to include grading and retaining walls, => ��="'`"••rm•••" �y•����.F^'_ ;t', At Least 72 Hours Prior to Any Excavation ForThis upgrade utilities and all associated appurtenances 01 Project The ContractorShalltoake The Required • Assessor's Map 186 Parcel 29 �.Conduit Thru Chamber Goly. n Notification to Dig Safe(1-800-322-4844) • For Power 8 Float To D-Box FEMA Zone A13(Elevation 11.00 NGVD) Emergency Storage c Cables. Chain as Min.2'Cover 3 The Contractor is Required to Secure Appropriate Vol.550 Gal. °' Permits From Town Agencies For ureCon lti " Community Panel Number 250001 0016 D Map Revised July 2,1992 Alarm on E1.5. 2"0 Sch.40 PVC Defined byThis Plan. • Zoning Distrito RD:Set Backs 30/15/15 Pumpon El. 4.6 Mercury Float C '1 Threaded Pipe 4 Install Risers as Re Required to Within 12��of • Plan Reference for property line information:Plan Book 111 Page 139 SITE PLAN Switchs 3Req'd Finished Grade. Q Entitled Plan of Land Centerville Barnstable Massachusetts GeorgeJand PROPOSED SEPTIC UPGRADE Ruth H.Schuman scale 1"=20 May 1952 Whitneynd Basset Hyannis Pum off EI.3.9 Check Valve 5,All Structures Buried Four Feet or More aSubjet:t Maw" y y y AT Secure PipeatTopa to Vehicular Traffic to be H-20 Loading, 249 LONG BEACH ROAD Bottom of Chamber , ..• • All fill to be clean granular compatible material. Bottom El.2.9 a' I 6"Washed 6 Septic System tobe Installed in Accordance With g p CENTERVILLE MASS. ,.;,. , ;•,g, L • All runoff to be recharged t Stone Min. 310 CMR 15.00 Lotest,Revision And The Townof Barnstable Board of Health Regulations. • Driveway to be crushed stone FOR B SECTION -� 7. All Piping lobe Sch.40 PVC • Let area=25,700 sf ANASTASIA MARTY 8.Waterproof/SealConcreteSepticTankaPump • Groundwater Zone AP SCALE: AS SHOWN DATE: MAY 22,2000 PUMP CHAMBER DETAIL Chamber With 2 Coats of Approved Sealant.Not to Scale SULLIVAN ENGINEERING :INC. I OSTERVILLE MASS a 99056, } 1 - A RESIDENCE FOR MARTY RESIDENCE 249 LONG.BEACH ROAD ANA.S ASIA CENTERVILLE, MA 02649 249 LONG BEACH ROAD CENTERVILLE MASSACHUSETTS GENERAL NOTES: x THE DRAWMG AFD ALL OF THE MAD ARRAFpeMLniR.MARW4 A—FI..Anp sm DETECTORS OR RIDRJRRO Ta OR pa RA.RERanTeD TMeResr AR owned Rr nD RRFAF R TM! n.o►eRTr OF PORava.ucMo�Aa►►. —OC TaCT NC. FO PART TMORROF . j aMwLL as pTLIZRD RT Any MRB011,FIRM 1 - OR COa►oltwTum ►OR Any ►°R/Opa: /V. a1tCVT wIIM'apme w VR`TT8- IGRMUpR1n OR TMa RAM pOReve IRCROI.AEFF . A BARNSTABLE BUILDING DEP ARCIOfaCT.RAC. ANT .R 6 OR OIRCRR►AFCEp On THE ORAVMRp,hV.1 PRA-46 ASP - _ DRTMI ARO TO OR DROURFT TO'TMe AT TRon OF TMe ARCFRRCT mpme - TMa WORK RA.COMMe v. ® p..anpRXtp ARE TO K U ZP A— n0 DaAVIROR ARE TO Re pCA{.CP.---- �I Li m®® 01TH-1 DOREVE NICHOLAEFF - - - - ARCHITECT WC. ARCHITECTURAL ABBREVATIONS GRAPHIC SYMBOLS osmva1$MAOw DRAWING SYMBOLS PROJECT DIRECTORY DRAWING LIST F�� rn Rw aw GRID AN�+<� p^^ °�' A@SIA MARTY ARCHITECTURAL p1 F`Or m.a aroFR. —O�^a 11" 249 LONG EACH Rd. A.aiavFnws .` ►ate-' ° �•Tuhay.rai - _ EWS CENTERWIE.MASS.02649 A-1 FIRST FLOOR PLAN ,y wnw .°�°+�^�^� ° p.e:i wM e. A-2 SECOND FLOOR PLAN ruimAc RwuRRm nn°o R..r°iu.. �`° R.IR.e na«Amp[ - i ` m Da) PETER �� - A-3 ROOF PLAN ACT s..fM Rr - ` 1, lei°rt no ~ °"� socnoM 7 PARKER ROAD A-4 EXTERIOR ELEVATIONS �'w' nw R.Me m .� �^•Rom^"- OSTUMA,MA 02655 A-5 EXTERIOR ELEVATIONS a °' .v r•""' �. r °°'"°RAsn o (508)428-0040 A-fi BIALDING SECTIONS Awe ancro.,FRo.1p°. . 'ew. °i" m /aA°a��W.v u�ia.ma0 °' (508)428-3115 FAX asm _ A-7 BUILDING SECTIONS �.M M .m.F ® " WALL TYPES FILE NUMBER: RMP! a dJW Ip- 11w0.ea° g�' —C_5Y�—D.b.MunM - VVVV/ STRUCTURAL e°Ofa w `. .pRm R0 000E NUNBFn T. VARNUM PHILBRUCK, P.E. PROJECT NUMBER: R100 ° Ma aF.FFRa Rsoc' .'d"°e,. - �°oa u"'�w R re..nR.. PHURICK ENGINEERING It CONSTRUCTION w .o.e "'r `°�'�m D y . "° L:-m. .+.sPR. 107 BEACH STREET MA Onm STRUCTURAL DRAWN BY: GNG wr . DORNEEVE NICHOLAEFFN�Cm � NRR aaw a►R,,,w .w s� O--"°°'Tr°' (508)�5-ai682 S-1 FOUtI)AKON PIANOR " )IR ssm �o� CELM�� GENERAL CONTRACTOR S-2 FIRST FLOOR FRAMING PLAN +v/RRd RD p001i0p~ sa v.�.F ®T'"®`00D C�—���— SIIVIA AND $ILVIA ASSOC. Inc. S-3 SECOND ���FRAMING PLAN C an DATE: FEBRUARY S 2001 W N - .p�n.�pp ARCHITECT INC. ate. . 619 MAIN STREET s-4 ROOF FRAMING PLAN cww M.) w R..roiPr a„ ) _ m'-- ',,, f' CENTERW.LE,MA 02632 REVISIONS m.e - r.eeFv OAp svR.R.R°.On,IRK 1M W.MN TNt Mtl - - em `v �`°i trio +pipe,,.°b."r.. ®oF�Rwr�.....Dw - VED4 AM (508)775-1442 - .R°O�Rr,p'° LIM Rr.wa.«Fw uvc 'Psa W~pr a tctRRe 812 MAIN STREET °Rw... (508)771-7626 FAX ma 'nR "'w ""�•.�° OSTERVILLE,MA M655 vc eaFa PLTFOOD TEL.508-420-5298 p°uR « . Im .:Mai tuM iebd°b.,F. NV.v d. ,OR um - - - °" IRNQ FAX 508-420-2240 „a,,,,,,,,P" a°Y0. a..wR,. , ,, .a ..FRa m.pac.u.� TITLE v ..ep... am Rrva(.r) rr .M,.°aFOa.�es°�W s"i �••C WSW (w�ln weMr IMT 1 p.y,pl p1A93 . +waim Rpa. Re O�ia wefew. ac6 w°pi!m IRe. `u afp avp1P Qagn ., a< w��.n°n1.Fgqw G) 1- ":'{or°sw ownwo DIP R°ms.E a* t°..M. p QT r1Rb OD .uYbbIRM�.Iw�M.r ® - ON a.rll.r wUR.IfW rw 11QARTY RESIDENCE 249.LONG BEACH. ROAD 2 1 3 CENTERVILL E. MA 02649 A6 - Ib AB - GENERAL NOTES: 2r-4r rs S' 4W_3. y •. TIE ORAWNp AND ALL OP THS CC" s-r r-r ri1d 71w 2�10' - 44 3' 2410• r-Y. S�tO' "r-r 6 �• "" •RIUN.sNenTt,wtrNe•w'""S 3, 3S,,3, NDICATaD TMlRSON OR taMESaN - 3 • 3A. V-V• 3,_,,-7 SRO• N-e• Y-e• TNERCOT ARQ CWNQD OT AND MZMAN . .. TIE rKoratT•O►DOtaYa NIG104aPP. - - ARCMITaCT NC. NO PART TMatSOP • - - - _ - _ SMALL 04 UTKAZED DV ANT MM30M PIRN . Lila OP DECK OR CORPORATI011 P0K ARV' PMlPOSa: " _ O ABovE -. ., O - aaeesh WITH SPRGIPIc VRtTTIN PtlMbesan __ ___--- __ _ ____ __, OF Tlla PSLM OOIIIYR NfCMOL•aFF , 1 ' I tCNNBCT.NI- AM, CRRORS OR DbCRaPAmws OM x I - I OF 000C THE D4WNSa,aMOP DRAWNSB'AM LAe�OVE I ® I G. ! " I ® I I rt�Ault o•TIRl ® aHKAR w : Vr GDX PLYWOOD .. TMa Woes O a . To BB A To BOTH a1DEe IIAs I PaWgH FLOOR BBAl49:BCI�{d2d �TO BE t43Tti'!"AFTER PG DNenelom A" TO aE UWP AND Mo . a�..t{TRIC R alll PMF1a NORQd4T f DYWNOa ARM TO Se acALeD. .. a 4P. PROVDE�3.6'R 626•BCI V{ .-. " " 3 4 O :bn © - ► BVIL.T-an I POR TH@ M4AOBR.WCK PplTa. 9 10 11 12 ?10N BOOK SOLD III TOPalrvs BELOW." ____Q____0 --—---—- ' aHELVEa BUILT�QY � - 102 I 8 1 I I B�a cj-vra - SH❑ -�z Tma Io7 I IDINING I IFAMILYGAR GE " TOOaas DDIII o Y 8 PnRe Box AND H>Sp.RTH GARA40 WALLB a CRIL - To BE RAIS[D 2WABOVE TW6 14 TO MI LAYER a/C i Ta 3X3 L I I BLAWA. Qr-To AAyya�OO JIVE _ TYPE.7l•b CONTltJOUS - N MALL ALTVANATa PRICE TO REBt1L�VIP. I 2 fTYPJ vm IOs 106 r-a .3'!• 3'-e• �w '4 CCAWNETa/ WOOD A7 h to- STIREL. MEC .1 �I•. ®MECH.2- _ N Bocw.344 l-ves I PLoOR 2 RAD G/ PPLA1'QLa1G y�4 I 11 - ------- --- Ta 3"COL- 1 Is "Z' ---'Y--- I IM WALL I I . I b — y — ]10 wooD a — •. wooD aST-ARTM I Ie p "I' 33 s-w• *).' a,4' a 7.�' HALL o, i z=,,0. m- -7t-MOOR RLOOR e y 4AA COL_ r----- ----- 103s� - MAAT�To w.w N WALL I ! 109 - _ Ta,XA C+OL. O I" REMOTe OPIBRATGD 'a MUD T a►ACS alLLOW -- ------.I I - SUNR O❑M I .• , I MOTORRED 6AR arPE I 1 wa I I_•-Lm ar PLGOR IN WALL J Q .. I 000R- R I ® ® I I -- I. OFS"M ABOVE I p I I ___ o F I I ® DOREVE NICHOLAEFF CLO. �' Cl0• I i me wa 1 1 I fL�R I I A[tCtlflt�(TlliC a� I I 11 I I ; Ig �• I _ i uiruNnvea 1 I eLLearonE KITCHEN I ST IR loos�nfe'lo InnaI ENTRY I •8TAR3 KR LA�a1LOT OETERMl03D BT © --®---�-- - V�Y 1 - I 1 - - 1 ATONE e e w BTOIB: t I I o ® I - 3X6 amm PoaT I I wPt4U®O Lms TYP. Ta•L.B. ® ® ® SHEAR W 4/r COX PLYWOOD - • - .. . "To BE APPL D TO BOTH SDES . StIGLe 2X6 STUD PO T. 113 - 4`%=TO BE MrAWJW AFTER Pa - a"-' B6'T6 STU 14IA.. P❑RTI ❑ I 4 BLIBI Run PA14"ML" uoR¢aRr . . FILE NUMBER: LRRra mu WOOD RAC NG PROJECT NUMBER: . - - 4r OfA.POLYST COL DRAWN BY: . GNG, AH _ I I BLtJEaTOI'@ u+ " Awanwa CHECKED BY: DN .wo• �w• ego sw SCALE: A'w .re r �w .w „I s•o 8-= s�3 3-rT x-s ? B•-o• B`o• DATE: FEBRUARY �q:. 2001 REVISIONS 2. 3 TITLE FIRST FLOOR PLAN- • 3CALE: vs•.. r-o• MARTY RESIDENCE -_ . . o v - GUEST, MAST��, oIND _ R _ -- o - .. �— ® moll RE - _ lit- um MEW i MARTY RESIDENCE 249 LONG BEACM ROAD cF-mTERVILLE, MA 02649 2 3 _ < GEHERA- MOTES: ` - ... -. i .. _ ♦cRn��iewrR O.M.hO AMD RA1y - - wolt'J.TeO T!RlON Ort •[►.ele11TlO ' - TKRI.T Yt!OMip�T I.11D■lMI.M We MOM."Or 00.lY1 TlICMOLId�r, A.ORRCT 11C. MO �YT TFt!!ec W W—Z".T.111 AtaO..GYM . - .MAIf VIIM�RCFIC MflTtq RRwO.IW.. . _ - � - .. MIT tf.Ols OR 01K�1l►YK1p OF ' .. - T!OYVF.1 WO' 04NN0�IIO - OW A"Y!TO M WWWT TO.Tr! .. --------1 - . . .. OYMM�♦R! TO.6 KAUO. 1 � --- ——— ——— " 1 -------------- E!! I 1 I ; i LC.Co"Wx STA"Dw16 . if _ &MAN-ROOP AT 1 1 t 1 1 7 1- I - - ; !PICA CHP4MY - 1 I � Mae vrafT c.OtYRi - DOREVE NICHOLA FF. AftCHfMCrVfr- L—————— ————— ——— ————— FILE HUMBER: PROJECT "UMBER: TYPICAL*OOP C01_. CTfO►c - .. - - - _ - - a�ile�rT►«s°�oM ago.RO•P PeLT. DRAWN BY. _ G?4G. AM 4DAR - 4WeAoc Ric e�o+R Roof swiraLea vrtw. CHECKED BY: . ply s yr acrowea DAT>= FEWUAP 3^y 2001 REVISKNIS DATE • � TITI-E , To p 3 ROOF PLAN PLAN "olt' 't .� SCALE 1/4•.dip• •( 0 Q►- v v .v MARTY RESIDENCE ----- -- �--•. -- s - �� - e _ � %�■ -- - .. __. � � ■■■ ��■■ .� ,■ate, _ �� Li■ 7■I = ,�nnt =: _era __.� �� — i ( ■■ i a• j�„' ,,,, ■■�: I,,, o v o s _ �^T Fes.5 _s � - • _ - - �ILllllllll '�!f!I��f l IIIII Illf�lk!!!!1 1l111111111� Flllfla� III am �.■: moll - lo. Lo: r I� - a■ ■lllllll® _._.-- --�to o v v MARTY RESIDENCE ■�, t ..I���PY.. -.. . CENTE_ • rul-RI = �I!'*SII ci ■� c�; c , c�:; a If►�l � i .:■ .. i : .!. _.'._ - -- __ - +- � I PI'-❑,_ele. I �.ir,��iw - I�naanai�: � I I j I I � I ,��r Il:u�yl��.II, i � i 'I � - - --- :ilanr�i��I .- 1I �i i i.r I; I _�ww..ww ww�_++�r.�w■_ I ! 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TLC.&TR E MW V*% MOM - MARTY I4sIA�►Teeo WlTPU r LRFACSD FNEIIOLAaa Saw . srA►eRcw-SEAM L,c.covvrM P�su_ATee trip+r urPAafa reeRcL.Ass aoUR�o �T TYPYAI. ROOF C McTRUC710Pt - ( - I4fILATIon Tn. .. - ROOF AT CUPOLA - - _ InauLATtoN TYI. RESIDENCE =40 i 4VO.C.WITH 6/r COX - - - - - .•. SIEATMM C"300 ROOF PELT. CEDAR SREATMSA AM s4 PERFECTION . GRADE REP CEDAR ROOF lM1GLE8 WITH - - JM40 o%A= C . 6 4/r exPoaLRe S6ATMIG oN 300 ROOF PELT. 249 LONG BEACH ROAD ... - CELLAR SRSATKCR.AND 01.PERPec7ION ...: N R GRADS RED�ROOF 860*AL.ES Wrtw GE TE V1LLE MA 02649 . .. O 4/2•exPOSURE "Am►LrWooD ecGeN.iE -TYPICAL EXTERIOR WALL .' R-30 NON-ce"w"tRAt'T-FACED 1N IGLF. NITE CEDAR SMS W/6-VC .� \ - NXIOStPr-4fa SUS.OGta PELT.. Wl"ATNON.W/VENT GAPPLES 4/Y Cox PLYWD.amr-wn +G, - - APO VAPOR SARRER TTP-.a R,OOPS 2X6 s 46.O,C.A-4/r/UCLA- AM cm-Inc", DENSITY*RAPT-PACED WSULATION, - . SLUSSOARO, '!AR "- - TRAY �Y=K p GOPPIlt LtID PAPRBD _ � � �Tom, GPLASTRIt ENERAL NOTES:: 6140•ROUGH MEAZMR. TMK MA~AM All W TYa oe.Aa 44'e71Gfl2RED FLOOR.IOt6T, '. 1 - �PLYWOOD SU&FLOOR.GLtBD t .. - T�Ape owNw•r Aw sou" . Q 3/4'PLYW000 StSPLOOR.SLUED• 4 - . . NAY..RD.4X MARDWOOD PRf3M PlAOR, ; 2D7 10 ® lLAL.eO.4X MAAtD1J000 PInbN FLOOR 201 ® _ M Peo-feTT oP Oaaev!w-csel.ACI-; 6'UPWACED DATT"SUL-SL4ESD. �•� A IInFA jaR PWTT:-TwR M.NEOD. AND VS►EER PLASTER C14 PfTL6M o BED L ' BEDROUM-.1 N4D v�EaR►i A6TSR cl s Fe1IeM GUEST BEDROOM LAUNDRY A"�ITMT"� "'•ALIT M-a�" - It - .. oe oo.soa.Tos-ea Ae1-u-soee: - awla.'as IrTaRaO a1 AMT-a-apt,'►RM I• ,- "Tarim Orcrul � 4X4 MAHOGANY P K"LAN S L OP TM PON OOKEW NK6M A6W SECOND S WL" - - i t—REe-- ARORIICT."C. S5066 — XPDM MEMSRAgE OVER AN1 assorts pi.RK-a-AKla ON . . •1/4•A/C PLrWD.OVER - _4-0'ROUGM MEAOER TPDERED 2X12 0 1r mvoo s Arta To ae aaou"T To Twe . 2/4'FAINTED SeAD• ATTs""M op Twe AetMITLCT owP TYPIC OL.PIRbT FLOOR CQ1STRiJCT1d't - ►AWTZO NNAD�SOARD SOPP f - L.�, Twa roes ws cpm uICIM, 4N-7/r FLOOR JOIST. - •IICER,SOR O!''OECKB TYP. OSRw+ws see To as�reo um w SAW►N..YW000 SUJSFLOOR 6L IND• PUAcen 4x HAROb/OM Ff4W1 PLOOR 111 107 PELLA ARCHTOCT aERlb purflaa Aae To to ac.laa AM R-30,KP.INSULATION. - a 3 .KITCHE : DINING CLAD NSW 46 FRENCH DooRa MUDREN - .. o _ .LUTeRIat TrP. FlRST SlIBR00R - _ .. MAfrDDY SLBFLADR by f�916E cL mAOD am 4o T►0CK RCIRORCeO cone CRAWL SPACE FOIR'OATIOM WALL PoSSeL e%Jr. - CUM aTRUCTIRAL ORAWInGR - - - - .TTPIGL FIRST FLOOR CCNSTRUCTIOI! . - .44-7m lNGIEtRED FLOOR'JOIST.. - CONC aLAe OUSTCAV" y�M.YWOOD SUDP ADOR.turn tT a` 4 4. 46�2 1K0'' 4X MARDWOOD FV"W FLOOR - - . AND R-30 KIP.WWI-ATO" . eXiSTNG GARA.GL SLAB TO REMAfi .. - . B LDING SECTION BUILDING SECTION SCAI C.'v,'• 'r-cl 2 .. MARTY RESOETI2 .. . DATE PEDRUARY 4 2004 r �1'IOib QLltldL4L ULPEGPKATIONsc POLR'OAT1D1'k MOUSE WMATIO l'Q�. -100-49 ALL 1NT6UOR FARTfnem SMALL Se FULLY NSULAIM t F01R'VATXW DESIGN UAW THE PELSRAL EIERGISNCY MANA40941I/T ApEHCY .. WRH 2 Vr UWACED VNISM4I-ASS SCUIO ns"-^TIOPI - rw4A.j PeRF01o4A"=R60ust0me tT A:SPECFICA"Y CWTVA10"A.4.A:'L . TIE o"TRa SEC:OIV PLAOR SMALL Re AJ S A&INSELEVATED RaSIDlNTUL STRYC1URi4 PE4A-64AMAII.4Ie4 APO . . - - lIWLATTtO Tin.r 12fAMD FeeaGLAas sou1D - �M aP � - - OPNRICS In FOUPGATM WALL*PA-1H/AM N61..TMR rCUN T=" - � !� OL[]I['r TYPICAL ROOF CAN6TRUCT101t - - . T.VMN&A .Cy ARCfIIl13Cf Dr- TYPICAL 0 4VOC..WITH&W CaX - _ - I y�u�lr'AL O CLA&SV%CATIONi: : os a�arlmes CEDAR DREATIER AM 04 VERFECTICH - .. w]0690 a►ACO ABOVE BFE UT%M WRMO MERMEN MTQRYe N "AM PRO CEDAR RO KSB WI OP iiLTH _ � � � &-A=SeLow BP ®E W4 FW000 STORAGE LEYRL tw7[fol•ocfw a 4/7 EXFQIURG - .. - THIS NIOVDES AN OVERALL SURI.DInG CLASSPICATICN OF:P" 14AIn PLYWOOD RDCiLS! - R/a'Iai Y.BASED UPON AROt1LGTLR DR AL AWMGS Br.00RGV "CHOtAEPF - ARCJRTF-Cm OATH TTRU 2 FES C1 APO THE SITE FLAN►REFARED BY R-30 NCM-OENRTY*RAFT-PAGE �4J MLLMIIK poneou1i1 M GIT®TLa141 AL OQ T1E,FCUAXd S 9LeY MMS AIR BTATM . WSULATON W/VSPIT BA M&S '�✓. 4 - A:SLEVATM TO LAYMNST FLOOR HST FLOOR)FROM MSL..-42A FT. ADD VAPOR SARREA TVP.•ROOFS - S.ULAVATION TO FL4X=L VROOFWQ LKWr LeDGM FROM MSL:-Ole FT. " AND C3 LJTGS - ... - - - C.SFE TAKEN TO SE 4L0 FT.ABOVE K&L.S•LOOD=MZ Atli FOURO CH TOWN. 36•ICE SHIELD AT ALL RAYES- - _ 2M SY•.OVSK - OP SARHSTAfLE.F4RM 3900000000 PRIMED 2 JUL.40f2. am PT ELL.ON NOT"-eXMTWR GARAAE PL.00R SL.AO eLLVATION TO W RAISSO TO 41O FT. AI'O VALLEYS TYP. _ ill.SSALSA 3, aURROUROHQ lOFOaRAVMT WIRY E1 Y SO . Y - . - - - .��LLiALL,- 4. N CRITERIA: Y-10•.ROYS114lAOFJt _ Y7LViisi mr CONSTRUCTION TIM=i6 1RMROTEC'IRP•PLATFORM WOW FRAM M PELJ.A ARCLfTECT SERIM .. -, - - 26 LVLy LOADS ROOF:SHOW LOAD Z40M 4.Mi-7-tl LS/SG FT -CLAP EXTERIOR WRIDOWS TY/.� MUD LOAD PeMA/AfCe 7•93 ALS/SGLPT .. FILE NUMBER• SITTIN ��P Ss _ PLCKM*.4*r FLXXM 40 LA/SO PT . SPO MOCK � 40 LS/SG FT TYP.SHGdO PIOOR GOMSTNIt:TIOIA ® � u - OFOIa s0 ILf/aG FT . PROJECT.NUMBER: 4e L•IiGI�RED FLOOR JOIST. w w uf.TVADW allDPMADM GLAAV f .. 4X HARDWOOD FMSM FLOOR - f VIl17fATCh Of 07i►Ld.LMACe GATT WSUL.ft4gwR �RRDM/MOOL//SQRBVI!{1YNGt.1lNb e•U wACED - - _ 2X4 LL SiL ON - ^ - . 1•a ATV Va"Em PLASTER.CLG.FMLM. - - R Vb.4SALJ e. "TUR t1UA SLeAv2S•FILL to O SRIAICWAY FAI�f"40 TO AT HO AMpRAWti BY GNG AH . 20T K . SLl'btap SU9FLADR �S AM TIMN 40 La/SO PT FRESSU lUL CCWr=L ORAOE ALONG SIDE SO Aa - . - . - - Ab TO HOT[=wp T/O FT AT O►annow-Tip to TO RNLUm MTDRowrATc INPUT .K..AL� . - - Ka op. � S On TIE FLOOR AM MLI21�NTOROSTATO 11116LST ASAITST ALL P!OUROA7101N WALLA '�C"ROUGE HEADER - — +: ►NOTE: tR0[RSLY NOIWJaATON LOOP SOlERTII iARASS SW V@ITeD 'TO CRAWL.., - . . DATE JANLWRY 29. 2001' •7'Ho OR81ri1'I IS PROYCSD POR t7UTRf4t MFAGT LOADd . I 1 s:No PEa%W�Pn�KE1'elLRrAeLTT�eLLC�AELLo�R�M;Er.LuurAl.arSl9wa r PRovIDeP aT►aR REVISIONS - - • . - A L•�RJTEa MIST Se t.0"11%P AT.OR ASOVe SI!-4L0 PT. e.ALL•SLOW era CRCIrrS Am TO WE MR FRarocil x Q TeGMfGY.SFecwGlTcn& ccmc lETE rOUROA7I0N POO-49 TYPICAL FRET FL M M JOt. A' I08 112 - - 4.REMAR'-GRADE SO ATSM,A04 CLEAM"AM PRES PRCM HEAVY RUST .. . 44-ve•ePLreeaiteP FLOOR JpgT, FAMILY ST R -" I4I4f4LR4 EAR Lr►F oIOTAIKI:Sr PONE 04 eARb KAX*Ae PLTIVOOD SUBPLOOR GL ti t - - STlSL OAR LAYOUTS ATV COVERAG"AS ' PNAt-eD,'R HAROMNOOD FftMl PY.oOR �� � - . AND R-30 CF.1101LAT10M . I FVW SUSLODR _ : - - -1'--� 2.C="CRST6 M -P'OOTInGS ANV GOLIMU-MSR.*II4 PG-SHOO PtSt . dK P7-0 - - A"-LIM AGGRERATS a=44r.TYPE?A i4U Aft NIfrK^M4SWT -STW WAL"MO SOONER TMAP 24 MRS -FOR!!D"PLACS P4007NRS ARS PNOT AL AADUM U 1'10 rOOTERS SMALL OE M Gl OEE PLAC310In WATER See N-OIAOARNON FLAK. 3EGT10N.5" 40•Tw-K REInFORLao GONG - - _ :S FOIR'OiAT1ON TC= ,-SIM- )" X 4. AMISH SOLTA NACUD AS SLIOWl1, - -FRAMIG ANCIAORS.-N4PSON MPG.PASTNl1 MW 1'ISTTeICTTONS. LP40LCVATCH WA"SPE aTRucnRAL ORArn'IGS1 .. .` -LMco"Te S TO START FROM A.am ONS AM NXIETO UPIVIURl7i,MtOVOlIf:- .. - A CONTMKOUe TR ACROSS ALl eoX OONf1RLKTPOTI. .. . .. A A.POIROATIOI'1 DNaIGPN A6SllE8 ao�to A MNI17lR4 an-'aawr<ur. awoula . awTAwIL.Lr LIP77RFJIT fN4fIY INA7SRIAi.!alloaNnlePeRD DeTALbO AIW.rar NU.L.OR PIEOR!® Sx .. 3,r .. _ -- - - .4Lr2'. - _. :. - DOS16►U ALL.OWMMi SNARING-2AP0 LA/40 FT .� - TMO.S6WRe ONIM f�RA..ALLA)WAMCM APO APPLICATION OR A O FACTOR OF SAFETY .. AGAWST SNTTLMM SLOMG"Am FLGATATIOH OUR TO FLOOOWS ACTIOPL ` .. . - - "am me M'e4M ELEVATION OF 1I0 OIIA%A.CAP"JST R AT OR ASCW SL-SO FT. . `.. T THE TERIOR GRAMS WLL REMt BL O, ATOM A�OOPT101ML LOWeRfUG scALE:yr•*-o� 3 SASE FLOOD ELEV," . . 8CA,1-�.�/.•-P'O' .4. TIQ CLL 9E BU1LD1N SECT101`I Y 1 3 LC.COPPER STAMDMG SEAM ROOF AT CUPOLA TYPICAL ROOF COMSTRUCTIOh: . . - _ - HARTY IX40 a 46.O.C.WfrH 6/6'CDX £_ _____ _ RESIDENCE ON 306 ROOF PELT. - - - - � - ____ - ' CEDAR DREATHER•AMC aN PERPCCTIOM ----_ GRADE RED CEDAR ROOP 86-6 WITH 6 4/2'KXPo6uRs _ _____ 249 LONG BEACH ROAD CENTERVILLE. MA 02649 MAIM PLYWOOD RmGELME - TYPICAL EXTERIOR WALL• WWE CEDAR BMMGL"W/6-4 /6' EXPOSURE.4"DULDERS PELT, - I - 2X6•W O.C..6-4/S Sf HIGH- 1 DEMTY CRAFT-FACED MSULATIOM. SL WJ30ARD.AMD VENEER . PLASTER SITTING MA S ER GENERAL NOTES: H 6-+0•ROUG HEADER SITTING BED DOM TI DRA4•.,p AMD ALL OP TWe I 8 AIRANaEMlMTD,DEDNMD AMD RLAMD THl.60n d RER<GlnTlD TYP,SECOND72'MME FLOOR COM3TJoel.r! TWeaeer A.. OVNED DT AnD.pMA1M . THE P<OPERTT'DF DORIV! MICMDLACRR, M•EN/GMELRlD FLOOR J044T, / S/4'"PLYWOOD 3U6PLOOR,GLUED a - - MAIL@D.NX HARDWOOD PMISH FLOOR, I - - AaCHReGT MC. nD ►nvT THlReOs 6'UNPAGED BATT M3UL.a''X250. —ALL ee u M.. DT An Pft a .RRIW AMD VENEER PLASTER CLG.PMl9H 201 202 203 d cd►dwrRYl Rd AMT Rua : �o GUEST BATH 1 I BEDROOM 1 :^o E><C<PT vrH sRewc v.nrnn Reenpeo .. SUMOOR oP THe RuaH Doweve mcHouecs �SECOND�SUBFLOOR �Y StWNU P<GMfTICT, MC. Anr a<ada oa —c.ft—.c .on 6-O•RCUGH HEADER 6-O'-ROUGH as R TWE DaAW , DH a—v AIID De TA— ARP To DE MID — TO TMe - .TTenTRxl oR TWn wacwrtecT eeRde TH! MO<X IIAD c—mr—lD. D nD nD TYPICAL FIRST PL.00R COMSTRUCTpN: tJIeTOM -. q�Tpy 109 DaA nwnse ARe TODn DCI.LE.. 44-7/W CMGMEERED PLOOR JO13T, 3/4'PLY W000 8UBPLOOR,GLUED 4 - 107 108 SUNR MALEo.WA HARDWOOD►h%W4 FLOOR lol \ 103 DININGJL FAMILY owrn own, owrn oKin, AMD R-30 K.P.MSULATIOM r- GARAGE UUDROOU SUBFLWR - _ F1RSi SUHFLOOR-14, _ — — — 13-00 t 2-6 - • }Y� J. l4wG.L/FLOOD HOSE _ — -� I — - I 1 — — --i. — I —� .. C.L. 000 8/SE `r I-00 I I I I I I I I — 11-00 40•THICX REMPORCED COMC. ►OUMDATXX7M WALL 1 .I I7 . ISEE STRUCTURAL DRAWMGSI - . _ ------ L---1— ---------L---I—=------ --------1---L----------- -------------------- :. ------ --------"----- EXISTING CONCRETE GARAGE SLAD TO RQMAM $ MEW GARAGE SLAB POURED OVER EXISTING SLAG BUILDING SECTION. SCALE: 1/4•• �-o� 2 DOREVE NICHOLAEFF ARCt�Cr D4C. • .II p�„W,IRBET PAX sc..m aue .. PAX 5'RyDt1b FILE NUMBER: PROJECT NUMBER: DRAWN BY: GNG, AH CHECKED BY: ON SCALE: 1/4' a1'-O• DATE: FEBRUARY S. 2001 REVISIONS TITLE BUILDING SECTIONS of MARTY T.VAP.m- p� RESIDENCE ^P 249 LONG BEACH ROAD CENTERVn!E, MA 02649 4#.V 5 .wo• yr. IWP 264o• Tyr 21,0. , _ GENERAL ROTES: TOP S GOMM'BARS, AOAWT HRtSHT TO M owAtal�AIID Kt or TMme�A .- - •'2 - RLCMM/AT0,8LAD A{HOROOIRAL RMS - �w�uMew.T�.oa�w�� Awo nrw . _ L CC"TORIOW N STR1 POOTM WAWYWAT•. - PRIKATW TMweoe Olt WRRAlelrm - M rROM*TT w Dom"IRCUOL.A�r, . K=PLASMft d CM CRY LAD W/CORM V - AticARTRGT MIG. e0►NtT 71lRl01 . SIAO AS SNOW"TO Mmm MR O ms" h .W., m vrtum AT AAIT reltaOq NIIM . - - - Ot CORrORATO"row AM mpvm= - P PORPSiCi AT1D SIMI./b PLAGl.#@TT -' - e ummm'PORCRD RLAR&AwcwT COLWIa uxcw r wmr R/1CPTC wT?m ALO"m HODS SDI. - - or Tm rww art IRCROLAOY VKKC R Olt owcuap^cO an O"W"06.4000 ONAtAIRN AND St WTYLe Ml TO m N01WfT TO Tlt .\ ATTenrld.Or T1Rl ARGMRfCT RerOR� 44 SGNM tiATlDfI oPmRlak PRw+a� O TO SE,2W ILIM COH Od ScAmm T ROTT I m-wm "A TO oa Tom-CAL AW RO NVSRr TO RS NO MOM T"AH OF ANNE RIOIO�Am CRAWL SL.AS, PftOVM A OlMSf OP 2 OPEP'STSS, I aft PLOOR•^u="T4"-1090R:40 SA 19x19 RL:oC CLMS*PA=AS SHOW fl i E^09%J-W/C—ACTW CWtAVIL PLUSH TO StAPAM(TP3 Pi,Q/Yll f• PEA-R%4r PLO.1d]NO• - PAL=*%4V &N-PORT COLAA*m TN I x I X./STIa Tum PRSPIXS POOTIR-APPRO L 4HME,O I 1 - 6.aAas PLCOR SLARC RAISE, COL OM TO QTwo TO..RS SELM4 PROVOR 1404R1�ALLDW POOTM TO!AT LEAST .} TO A TR/ON OP`SO PT. V.HOT Tw GAPASS TOP R/d A d.2t d ATD ROTTOM O/d 1 d A V - 1'!WCQt N ALL OPSCT Om& DNTi SON FORM or DQ%UAATM SL S TO RBfAO{� MAR11S PL.ATU& WSA0 ALL.COfMSCTUX48 OR - TO vio"M W _ WL-NAVE,TO SIR IISTALLAUX SRTary PLATY Alp OOLT W/ OR.OOLTS, 46ALVA/M - - - - - d CO IC*twm PL,OOR SLAG 6G TO CLOT OTTO OR/ROVOS OOATTM OP VALAM lSCYiTR1AL►AM i I . . WAY1td WLOAWt 4 W WM OVIR WTICR OOf/C,POIRQATION HAOM C4lIAt:T�N L_ }IO►T'O Oxcam ItTTP) - 1 SANNIVOm SW - WALL APO PROWWOUP40 CY. ��r rr!eb/WALL A"O"m POOT`G 1 ..'„ HiAW R.00R W dt4 MALNG CMJ FFBPI.AGi.�.xxd aowR..Ao PATCH AM NIAR AS --_-- -----_ - elk=— -- 'u-d - Wl• PRSPL.ACE,CLe."ot,TICMI WALL ofI aTuTrw v c1c"cRarm� TPCJIL fRR�!{ACa�KJ S®O2 L.00ATtC11O TO VORPYPLOOIt POOTER PADSC r r—"— .. _ 1 I- lG �M1.LACATCN I I � . Z`/ . 7)SCDTRSB POE,WALL SO4YRS COf1CR8TE,PADSRTPI .GAO-40S BLJi TO — R!9" mmlw OV"m POWOATI m PAQ-0%,w 1all PtA 1dXidD�7`�+Wald.TO RGMAN _ I_ ` DON. Y�iARE'1O�u�Z•Tson ove+�+Gk ► wat a>ffis aCMY+tcAL PAOIROAT1f!dlM�'M/M }}�� Pi00R SLAt♦t d COMCR4T8 DNtT CM 01) To 0At TO R M MHOR THa t�OTT'OHym,cv A/tO ROT:RAILS. ADJIST►1lOMCGf/ACW PLL ORAMi A"M T1! 1 ' Mf04JM�2�CWSPOWAk ��PCRAWL ALAS, PROVM A "TTO ecorm v cow_ SawPOOTOR PADS AM OHAM CMA M LRSIS,STT P'OOT4q W/CaeYWAY • - - - d- ►ATIO POAODATIOft d%9.1'W/4 SS!A - - • - TOP S SOiTCM OARS, AOJST HRIOHf TO . - - RSCWMt/ATO SLY tIS HORMWITAL OARS _ OLOOL►LASTW*d DRY LAD W/=RRO td 'MAtI PONIMTIOI'1-4crAw W/aeR TC7P i Ooogflf OIN N STW POO14K WAmYWA► - FILE P'IL"mp: SPACE,AS SHOWN RSCO S MR COMIS S 2 K SOTTOM OARS, REST POINDAT10f1 PATIO•NO-SLY PORNM - - O"it A 2O•STW FOOTNS, PROVOS 2 HA I - - uwmfoaua SLAM, COLL"m Si NC*tMCWAL SARI CAMTIIUOUS 94 PROJECT TIUMBER: ALGf16 143M - STKW POOTM WAmYWAY. /ROVM R6 - . VRRTCAL.OOWCOJ S'W OK H AT8O OLI=PLALTO"9 CM DOT LAD W/CC1 W MPMN 4W AOOM POOTNS TCW& OMTAAd. S►ALS AS SHOW"TO PS�/S MR PuFtm ►ROMOS O/d!<M MTOl01t ROLTS R►A�D ►AMO Sts."f"n.AGE,fmxf roRMNa - ORAWH BY. GH.G 4O.O/C TO MTW40 TH M Sir PLATS CP �tIMID!'OINFO SLAS SN/PORT COLAW*% - UOLALs D"t/PM mom ALOHm OtSOS BENUM - - _ SCALE DATE FEBRUARY 6. 2001 CST 4D'-w Tv SM1d - T`O' RE%ASIOM8 NICH TITLE m.T I FOUP4DATIOn PLAN m Iho SG t R'• 1/4• f-O• ?bo H9 RESILIENCE •l/ r. 113 c.n.auoor. ` 249 LONG BEACH ROAD CENTERVILLE, MA 02649 5T Z-xot r GENERAL NOTES: TNe DR—G AND ALL OF TNe IDCAa . ARRAFG—T',Dea . AND ILANa ' _CATev TFzmed OR RlPRea"TrO J TMCRe'T Ame OVNRD aT AFD Re.— ' - TNe ►RO►tRTT OP DORlV!FICNOLAltP, ARCNIT.cT "C. FO PART TNemr— MALL ae U"L=D 6T AFT MaRaON,MR. OR CCPT- ,VcaC RT.a VI a"MDRATIOH FOR AM P! PIRNRI OP TM! MR. OORQT!MCROL — . ARCMRlCT,RC. P�leb Off TNe ORA /,VBIG�INODP O`�RAwnw,AND MT— ARe TO ae aRO~F TO TNe . ATTIEJMO OP TNe ARCMTICT alPORIC T— AR. TO ae uAvo AND MO 1I ORA-5. ARe TO!e aCALRD. / FIR T T B@ 6• 1 8E 95 O.Mir — — — — — — - - H Mc it; M I AL CRC SS 1e6TcW F H Stj . T V T -Al 4• 4' 4• DEC CA' L 6• CI i lNY T I 1 T TH L&N ORTW Tc P X S'X 6•A ID 1 CyrT DIP4 6/4r; 6' 6' w/ Y T V I I. A7' I IR co PAr r r 1 I i A7 L J I Hlq!) 1824 I I I .� F M: B 7 TO ( T T / TS T I T •S'A . ,J V O I 76' V O a rem.TO EMO 1 ME AL CR V B r AT V P _ I*j IT I I I i I 1 DOREVE MCHOLAW I ARCHrMCCIHC, aU. OTT 7 S / an wpaiRj= I OP .T B Y O D a " . A / al, AL SS OM Y 1 PL 7l M 711G 15 - �UWW-R SILL:I14 PT SYP ATTACHED . L — — — — — RAM-seT nAx..a sPaceo ew•oc.crn.1 . FILE NUMBER: PROJECT NUMBER: DRAWN BY: GNG, AH CHECKED BY: VP SCALE: 4/4• -11-0' DATE: FEBRUARY 5, 2001 REvlslons A6 A6 _ I PIRST K.CM PRAM"HOJU! - _ - TITLE FIRST FLOOR FRAM NG 1 P'RST FLOOR JOISTS SHAH.W 41.D76•&a/46'' S@RE36 16.CAQ LRILL9S►IoTw O7HHRwwm - . - - - IR"COM•TTNOUS tPhepm GR POSSBLE/PRACTICAL - 2 'LVL—mw-S MOTED OIY THt PLAM SHALL go TJI MICRoLAM LVL-wRH. . .. F'R 2AOO PSI ATO M.OE•4900,000 ESL.. Q PLAN �" SCALE: 1/4•a 11-011 OF MARTY T.. ma �.: RESIDENCE ia. wx s y„ m := .p a 249 LONG BEACH ROAD CENTER ViLLE, MA 02649 DOCK H�ft - - -m 2x40.2 KD bPP W/GUM APO �, - ` .co Rows Cr 9]D a 4'C.C. - DecxS: Y COCK GENERAL NOTES .:Ko asr sx+o i0'oc Co JX40.¢KD aPP W/6"M AMD - - .. DP.CIL JOWT 11ATlGBR.i: - m ROWS Cr 4=•4r QG . - -PT SYP•SO aCV USE SMPSOM LUS210 - ORGL JOISTS Tnn.MAv.r A110 ALL aR 7rt m._�)Oa 0 2 KD W"2X10•W O.C. A.AAM..11@ITA,o.AwM.wnO r�ww. 4e 90 RO AID RADLJS RSK JWT.- _ WM R�C�OMIEV4K M R r aTROMa s�o�cw7.o t�waow pt v�a.enreo 4P sa RM sOARO/ROVCe RPP6D AMD ATTAI/To V-L TRM IR W/ DeCK JDtbr H MM l� t1/r OR 4P O@r As Re4D. - NYERTSD aMP ITT"1WMGIFRa � � PT SYP•Yd SCV-406 Ube SMPSON ULW4o - *�.e.•�wt o�rrn...ue wuw poommy?or . clal VeR DICK JOIST&: EXTBlIOR PLUSH RADNL 9VAK VA."W 'K7 Or=IOM: - .&FCwr•cT M- Mo�TTpft a 2XIC a KD SPP•%F OXC. - &.7x 4v W/ 44"ye"Or v X 4P U. - UXTENJM a/=•O' / ' - - �L r Irn cmo w Arn•anw%nw RUM rrro AM0 3MTWt TO SOCOMO - GRAM PLYWOOD /WeST CA-w A" m ATTACH eac HaADUR.Y BTROPI6 oa aaM►a.i.TnM teas .tt•P�Mlro.t AMO ATTAUI TO•Ci WL TRlLI•Sat W/ v2rC0X FLITCH TEA 1/2mX P4.IPCH TES SYVILRTfD 44,PSCM ITI'9b HAMGMA aY�SM WALL: - YciR IA•M trecste WaTrTall roanaw. PL.00R Jolars TO A LB'10TM OP - - -. AMD 2 ROWS a acReva.tr O.G - 10 Pell.APPLY SOLD WS aACK®t f---------______ ___ ALLOW 1'10 OPP PLY aUTT _f ____-____ T 4mX PLYWOODR1 .TO NUAPPLMO NaTA1.J.UDOA1R'UR Or THE'ww oowAva wCwotYM TO THt PLOOR JOIST AMD ATTACH PLUSH ZANft i JOMTB CI..OaGR 2�0'. 1 - W/•D RN6nSrwIK MAS.a. so Vi x 4P. I. I I I - AACJ.reCT,ne. avers ea elaIS.ATTdN AND eL.eCTRK.AL ROUGIL RAJM PROVCs X Gw a=V{ 1 SQ V14-aW X 4W I 1. - DOUONRY eDG6SYMM M�6L.0.SiY1MK HEAVY WOOD M L6Amw : RM TW COWER PLAaTW POST. I .. .. - SOLD SLOOL .POIRDATgI Sf3J'JIi ]-FRONDS sv X DO V-C I I - •d ox-ARCU40 aOUDARVa,AND 40!or-N Tm TMa oswWnss.Awa►puww..Ano . PRC"m JAOC wtv POST FOR TM•OLD M�TOLKm POST. 1 ( - PELDa,PLYWOOD TO START AT P0UNPAT10M wTu.s w.0 70.e.sowtY •o Too . S■t.AND AMD RUN TO TOP OP WALL FLATUS ATTemwn Or TMa A.c*mracr..rose AT 6A0/eMp � - N SeCTIOM3 - - Tlla W0R[Mu CO.IOKJ0. - P ..4MMpN AN TO as.*a0 A .0 9: 4v U a DRAWF.. AR•To K M x sr RN JOIST reADeR: x t� x 47V X go as Vi.sISTERPli IF-J I III ----------------------- -� ALOM TO iCV10a JOIST - PAR Pt .ia A Y SHMAK WAL" . i yr COX PLYWOOD TO S6 APPL W To SULTBRlOR - DOTH SCEs MSOE TO ere NStTA•• APTUR - . o d)2X I0 W/ COx PL3T0r I NSlLAW M AMD ULUGTRICAL.PCPU26-&RUN - CL/ I PAMULS HORaGMTAL-Y AID SOLO•L.OGC . _ I - . - _ - - W - - I I •N o.C. -RACK TOSTAYa. T 1d Or-DAT N TfIE, PeLD.S.PLYWOOD TO START AT POU7DATION I V X w V- I ails AID AM VA"TO TC►CP WAtJ_-MATES Ts Vw x X STi�&BAH I N aUCT10114 . / 1 X X. eR .I - , .- 0/PLAtIGE SALT-UP CCL.UMM& / S2 I I STCS EACH 90B co 2x&ma anva WIT1i 2"JACK • - T A 1 PLUSH PCGX C.OIM�BCTK]M TCSU 8MP•OM yv ' I I Pe•x aPt.•X seRas TOP.CAPS cm Dori Tim io T 1 .� 1 ; E.> s _S T DlCIC JOIST MANGERa� a'X aT Pev ld I PT aYP••.N aCf/.IOi 4Se aIMPaOI�L43210 a . _ _ _ _VW 41' m - W W17 x TO�ExTCMO TO I (M US JaMG SIMS WITH J"JACK ��.,- SOcc --- TOP•SCTTT S/V X S'X S• I - STLp6 B4Ci/ave . I Ter W •S I alAR?16 PLA WP1D ALL I . LAMMI pL.uaH JOLnT aanrt Y� `��7� +o AM } cicwfrmocua - - 1 --- 4P I I P4tOM QO m+D To cr cdrl>tuol a DOM Y D I-' - w - - - --- alxTaaca HeAgeRa: I MADeA AM AM DEOL JOIST SXSM�. - aXamac.-rnvC I LA wt;ow I 4► O I Do=JCILSTS-IN DCV405 SERFS•1Y c - m stH"mm l I RM JOIST HOADaR: n S8 40bOW - 1 lw ac TS X I IW X to 00 Vt SLSTI♦R m a TO TO -------- J To aCV408 JOIST ---------- .� T • X X iFlAR WALL• ' x SQ i/r COX PLYWOOD TO aB APPLID TO WLA. I I M""a=M hl M TO aB"STA•�W APTM &2v x WOOD HGADeRa I 1 W43U.ATK7M AND ULJZCrWJCAL AC U"RLIM PAMELa NORROIfTAIlY AID SOLO k eY PRC X I all v L A 3TWs ALL oc" ARY="a,"AL.W/aD no SHANK PROV C m 2X6 JACK STUD POST - •St O,G AROIND a0U1DdiRYa�AM 4CF OC.N TM .AT EACH 0D . . I - - STAMOu1RD RM JOIST: PBLa4 PLYWOOD TO START AT PO A.ft-^M - 4Y 00 RM SONRD.PRO%MW RIPPPD ail&AND AND RLTI 1n TOP 0P WALL PLJ�TE• w/o OR 40 CORP AS Rl.GC N aeCT10MA FILE NUMBER: - UXTERIOR HeADBRae ' 0)2X-00 W, yr CdX - - _ PUTaa TYP FILE NUMBER: I I , PROJECT NUMBER IDRAWN BY: GNG 3CA - DATE: FEBRUARY B, 2001 REVISIONS TITLE SECOND FLOOR FRAMING PLAN NORTH SECOND FLOOR FRAMING PLAN- INGUR Do v -�,EI�76M R Ppo.y9 RAFT=R MEM6ER8 a PA VIERSAHlNG °"""` ' MARTi Y RE 4.76•X 9b•BO VERBAiAM co�tAR MCMe[R RESILIENCE 42 N d� a 1 VAN UM e} -'7 _ _ tiEr a nnl�ra�, .ems mil4 -TRIPLE SAY DW TMRU-BOLTING... . PLUS'W STICH MAUNG 6 W249 LONG BEACH ROAD O.C.EACH WAY _-w--__ _ /ONllti LNFg' CENTERVILLE, MA 02649 - '- -MONITOR SUPPORT PRAMS-2 EA SINGlB 4.76'X 9V DO - A SIN"4.76•X 4te76 910 V-L ROf�MCMBER VERSA-LAM C L M ER OLAR EMB HEADER DEANS; D.PAIRS Cr 47s x 92e MCIvt t¢APrslx MEMBERS S,e,NCWIC+4W eerWr.Lrn RAPreR MEFIDERB EQ. EQ `t C.SINGLE 4.76•X 4L26'DO V-L COLLAR MEMBERS • 6.2e'X 4426•BC V-L PROVIDE SWX 626•BCI V{ D.TRIPLE 6/e•DW TMRIFBOIA PLUS 46D STITCH PAD CUT TO C INATE 81, O PLANE .. NAIJ POR TIC'NUAMM JACK POSTS NG I►W O/C NW AT IMUM FACES OF MONITOR . . . . _ GENERAL NOTES: AND MONITOR SUPPORT MEMBER VISTAPOV19UAU_Y S VOUAALLY BRE BIRAM AI LL ME IN UP. R!B!1 M POST AT CENTER DURING INSTALL W/CROWN W. POST AT TAvn®Anp ALL TMa IDN:As BEAM DURING M! W a MAIN RIDGE BEAM AND � - MAIN teIDGO BEAM AM .. ARRAraawen», DasMM.e AnD Fungi SCALE: 4/$•R 4'-O• RAPTER INSTALLATION& - .. - RA.PT=R MSTALLATIONS. . . .. FwlcAno TMRRsoM oR eeFReeawTm RDGE SUPPORT COI.tMIYB; - RIDGE SUPPORT C.OL 94145; MH SEAMS. -626•x rsoVERSA-COUMN - &0'X r DCI VERSA-CO"J/MIN T wMOFeaTT Os OOMe Micwouaw. 626'X 44.W 60 V-L W/eMeOT1 ECCBB COLUMN CAP W/SMSON MCC"COLAIMN CAP ARCMRRGT e1C. n0►ART TW_R TO CROSS RIDGE BEAM - HEAVY WOOp HEADERS: ewwt en 1rruJ2eD sr Alrt FaReOn. Fxtw PROVIDE B.6•X 626'DCI V{ TO CRO48 RIDGE BEAM. MEADER JACK POETS REST A 8M801N CC626-626'COLUMN CAP 2 EA E X K ST 6C1 V-L MEMBERS REST IN SMPSON CC626i26•COLUMN CAP TN HEADER REAM. SINGLE.1ACIC 8T1,08 EI'ID. - oR GOR►oRATMan FOR AMT Hle►OeE: T"40H MH40BR OE1e.M. 0, 7 wrtM COMve wRmen sBRwgeNon. THRU-BOIT ALL GONNECTIOMB. � T1+RL-Bp.T ALL CONN6GT1diA � OF Tnc Faw DOeev! nlcwoueta HEAVY W000 HEADERS; � .. . � . 2 VA 3W x 7-I/r 60 V-L IMeMBERS SINGLE JACK STLo P.s O. - - -- C TYP. ------------ 02 KO aPP oe TTP. ARCCTM ,W_ um-Dow uPATu o• IT I I - Aw ., 4M01 ORAHe1oe An ro)2Xe W/4/r cox r%JrCH I TMn DDlTAILe ARe rO M 6RO"off TO Twa PLATES TYP. ATTVWR OF TM ARC TerT WFOM MORK WAS COMMle1GRD.. .N - - sWff" ne AM TO M M 30 —0 n0 MA4 ARB TO ea eulaD. M air 1 BUL.T-UP MONITOR SUPPORTS:. - _I P W H I SEE DETAIL THIS SHEET 8: I Hr 2X O C.1 YP. MONITOR HIP a COMMON PRAMS: - _ _ .I 2.X 40•-2 KD SPP•'w O/C. I 7• 24 V R 1 - I CONSTRUCT 2 X 4 BEARING WALL I A AC 2 9 e 1 I . W/DOLBLE LAPPED TOP PLATES, _ _ _- _ F S - -_ NO IMTERMED(ATE BUTT JOINTS CC I S TO T 1 ALLOWED. - - - -- - IN T P ---- - _ - I r I ' W: X _. -T - -- - - -R.i" RP DOREVE NICHOLAEFF 1 _ _ V R O I f 1 _ - ARCIUTEC.r INC. 1 - ORI13v0�8IIA06SS PIAX OC. ------ -- --------- -_ _ _ __ _ __ _ -_ - _ _- _ __ 0 •C. LOWER ROOF RAPrERB: - 2x40 02 KD SPP•46.O.C.TYP. - - - - FILE NUMBER. �—CROSS ROGe SEAMS: CROSS RIDE@ BEAMS: . - LOWER ROOP RAFTERS: 7•X ZJ'80 V-L RUN BETWEEN "� �� 7•X LW 60 V-L RUN BETW®Y WO 02 KD SPF•.46'O.Z.TYP. ( CROSS 661AMS. ATTACH 2X40 RAFTERS ( CROSS DRAMS. ATTACH 2X40 RAFTERS FILE NUMBER: W/SMPSON L41S240 FACE MANGERS. HEAVY WOOD HEADERS: W/SMPSON L VS240 FACE#, T RS TRIM CUT SLOT IN BOTTOMS OF THE 2 EA.6.6•X 7-1/r SCI V-L MEMBERS - TRM CUT SLOT IN BOTTOMS OF THE - RAPTERS TO SEAT TIGHT IN MAINGER SIIGLA JACK STUDS END. � RAPTIM"TO BEAT TIG14T IN MANGER: � . RUN SMSON LOTA60 STRAP TES Run 8PP8oN L8TA60 STRAP TIES PROJECT NUMBER: . ACROSS RIDGE TOP.. - L RC SIM ROG"TA3. DRAW" BY: GNG, AH - RODE SUPPORT COLUMNS: RDGE SUPPORT COLUMNS;. . CW X r DG VERSACC MN - 626'X r Do VERBA•COLUNN W/SMSON EGCee CCLUMh.GAP . . W/SMSON Eccs6 COL.unm G4P SCALE: TO CROSS RC*E BEAM TO CROSS RUGS BEAM REST IN SMSON CCS26-6.2W COi a N CAP ResT n SMSon 00526-6.26•COLUMN CAP DATE: FEBRUARY S. 2001 TYPICAL.ROOP PRAN6Y0 1'Idldee -. - .TMR T ON HEADIER�C•.ONNECTIONS. - TMRtiIOLT COMM6GT10N8. - 'L TYPICAL RIDGEMP AND VALLEY MENDERS SMALL Ba*2 OR BerTeR Sap. HEADER BEAMS; HEADER BEAM$: UNLESS NOTED OTHERWISE 626•x 44.2W 50 VA_ PROVIDE&W x S26 BCi V-- 6261 x 4U&.SO v-L, PROVIDE SA'x 6.26•50 V-c REVISIONS - POR THE MEADER "CK.POST& = -FOR THE HEADER JACK POSTS - 2. ROOF RAFTERS SHALL DE 2X40 02 OR BETTER B.P.P•46.O.C. . UNLESS NOTED O"I'MERM6E. .. . S. TYPICAL CEILING JOISTS SHA,• DE 2"02 OR BETTER B.PI.•46.O.G. UNLESS NOTED OTM@RWIS& A. COLLAR TES WHERE RFlQMW BY CADS SHALL DH 4xe SPRUCE•Sr 0-C- S. LVL MEMBERS NOTED ON THE PLAN SHALL BE TJI NICROLAM LVL:WRM - - - Fs•2600 PSI AND MAE.4,900,000 PSL - _ _ TITLE- 6. STANDARD WINDOW AND DOOR CPW94G HEADERS SHALL BE W4"W/4/r - PLYWOOD FLITCH PLATER � - ' ROOF FRAMING 7. ALL RAPTERS SHALL HAVE NIRRICAM TUB:SMPSON H 2A TYPICAL _ .. PLAN NORTH ROOF FRAMING PLAN SCALE 4/4•. 4-0• �f 210�~ TO MNw _+► PAPER gTR6CT -60'±To M H\N C CNTISRVIl�.6'R►V1LR .► •• • CROSS STREET _ r Remove bxiating tiro ber retsining wall And 0 —""" . °•' •' / I ax 1 sT. P\EKE[ F6NCE A�otaG-VL ° Wz Replaced With a I on i Vepatated Slope From — ___ V ryi• '•\\; •, t.• Property Line — — N 12°35`40" 245 - vuNT o •ti �........:.. ...r.i ...' J ..�... C 1 -a O I� ISM / I )P Qj o/ 1 S� �c z O • /► • >uw I / , saV a" k�i IDLE 01 Set lilt fence and hay bala in flront of rose balirer. : -"'' _ _a Work Limit landward of eoncrete retaining wall. SAY sr 'A z o �'• — _ / n WAY y / LOCUS PLAN tV s h s 41 Of I e:° / Scale i"= 2000' X } a g 1s P ao o m 0 IL Ly ON I n a '"ac u - ' ` a p 3 .�° 8 w ec _ D' •aY to be c ed at to W z i� { uI0 � � $ a a; ; ^i6 one N `1 Q d1 3 a3 I�� o T b I ° 06 to x / Q ' o 3 to ` • '� �'' TH HOSE \mI 10 F w d� 30• p- a tJ 243'+ l A AbE t. 1 N/F RQ'k 9 T Ai/mq EXIST. PIC14tT Remove nietin /dbery,Tra a� °twc• n, g timber retaining will and 1••�NG'; Reploced With a I on I V4 stated Slo NVT� a Pe From - EX\ST. 56.PTic- sysTum ro B` REMaysla, PLAN VIEW Scale: I"=20` j! u j.49 Long Beach Road Over-ill Scope: Proposed upgrade of existing foundation to comply with FEMA and State Building Code Regulations, remodel existing single family dwef!ing, upgrade septic system to comply with Title 5 and local Board of Health Regulations,landscaping to include grading and retaining walls, upgrade utilities and all associated appurtenances * Assessor's Map 186 Parcel 29 • FEMA Zone A13 (Elevation 11.00 NGVD) At• MAM X"% AN14 S?A S I A M A Rt-1 Community Panel Number 250001 0016 D Map Revised July 2,1992 -2 yq LaNC- BC-ACH RdAD • Zoning District RD: Set Backs 30/15/15 raroloecruGna+; Cex'M-XV1 L-,—, MAD -C • Plan Reference for property line information: Plan Book I I I Page 139 Entitled "Plan of Land Centerville Barnstable Massachusetts George J and This pwjedbas od.aowerofeoodtdoas Ruth H. Schuman scale 1"=20 May 1952 Whitney And Basset Hyannis Mass." at 00*00 • All fill to be clean granular compatible material. • All runoff to be recharged 0WwatCoadId=zLXSjwod Q • Driveway to be crushed stone • Lot area=25,700 sf V �lapiea wW be soul loW an nw • Groundwater Zone AP OF Directlone: from Hyannis Tomn Hall take Main PETER Street to the West End Rotary and bear right onto $ULLIVAN Scudder Ave.; take a right onto Smith Street (at the S, stop sign); Continue and road becomes Craigville MVIL Beach Road; At end of Craigville Beach area,bear left onto Long Beach Road and house is on the left #249: c SITE PLAN PROPOSED SITE IMPROVEMENTS AT 249 LONG BEACH ROAD CENTERVILLE, MASS. FOR ANASTASIA MARTY q�27Qp Ra�►.uG1+to D'wAv wG+�►RA4.C,AaoaD �. POACN t e*v wlWoow SCALE: AS SHOWN DATE:MAY 23,2000 VRa" vao cor4cawTeI Vkw-r 1H%r4C.WA" SULLIVAN ENGINEERING INC. REV1510% T/ix/oo Palk CpN. COMM. CC'MMWK-r3 OSTERVILLE, MASS.