The URL can be used to link to this page

Home My WebLink About39005-Z ��o��,UFFD1,�cdG Town of Southold 10/25/2016 a P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38611 Date: 10/25/2016 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1200 Sandy Beach Rd, Greenport SCTM#: 473889 Sec/Block/Lot: 43.-3-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/5/2014 pursuant to which Building Permit No. 39005 dated 7/1/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling on existing foundation with additions and alterations, including front entry deck, rear deck, outdoor shower stall and attached 2 car garage as applied for per ZBA#6719, dated 2/20/2014. The certificate is issued to Koolik, Souna of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0076 10/11/2016 ELECTRICAL CERTIFICATE NO. 39005 3/24/2016 PLUMBERS CERTIFICATION DATED 4/4/2016 Kevin Rempe Plumbing&Heating oe AuthorW Signatur �SUFFnc�- TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39005 Date: 7/1/2014 Permission is hereby granted to: Koolik, Souna 3173 Harrington Dr Boca Raton, FL 33496 To: Additions and alterations to an existing single family dwelling as applied for per zba, trustees, dec and schd approvals. At premises located at: 1200 Sandy Beach Rd, Greenport SCTM # 473889 Sec/Block/Lot# 43.-3-10 Pursuant to application dated 6/5/2014 and approved by the Building Inspector. To expire on 12/31/2015. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,899.20 CO -ADDITION TO DWELLING $50.00 Total: $1,949.20 i - Buil ng Inspector ` J Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 5 New Construction: Old or Pre-existing Building: (check one) //�� Location of Property: 1 oZy d S&n .Q e,,- c4 /ZC�4�, (9 r'een �-- House No.-Sc) Street Hamlet Owner or Owners of Property: LAe) C, F—d t Suffolk County Tax Map No 1000, Section q 3 Block 3 Lot f Subdivision Filed Map. Lot: Permit No. 3 (7b.5� Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ jak Applicant Signature *pE 30(/jy®l® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 A ® �� roger.riche rt(a-town.southoId.ny.us Southold,NY 11971-0959 ®�yc®UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Souna Koolik Address: 1200 Sandy Beach Road City: Greenport St: New York Zip: 11944 Building Permit#. 39005 Section: 43 Block: 3 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G & S Electric License No: 578-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 300A Heat GAS Duplec Recpt 57 Ceiling Fixtures 18 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 11 Wall Fixtures 24 Smoke Detectors Main Panel 2-150A A/C Condenser 3 Single Recpt 1 Recessed Fixtures 42 CO Detectors Sub Panel 50A A/C Blower 3 Range Recpt Fluorescent Fixture 5 Pumps Transformer Appliances DWDryer Recpt 1-20 Emergency Fixtures Time Clocks Disconnect W 80 Switches Twist Lock Exit Fixtures TVSS El Other Equipment: 1-Hydro Massage Tub, 6- Paddle Fans, 3 - Exhaust Fans, Electric Oven (2), 30A Electric Cook Top,5-ARC Fault Circuit Breakers, Stair Lights on Deck(20),20 KW Standby Generator with Auto Notes: Transfer Switch. Inspector Signature: Date: March 24, 2016 Electrical 81 Compliance Form.xls Town Hall Annex !� Telephone(631)765-1802 54375 Main Road Fax(631)763-9502 P.O.Box 1179 G . Southold,New York 11971-0959 0 �� BUILDING DEPARTMENT- TOWN OF SOUTHOLD CERTIFICATION - Date: Ll tP Building Permit No. ®05 Owner. ( h ° (Please print) Plumber: ��L��f" �" N C-o rp, _ (Ple e print) I certify that the solder used in the water supply system contains less than 2/10-of 1% lead. (Plumbers ignature) - Sworn to before me this _ day of 20, THERESAPublic'St to o Nevi York Nota - o 01RA��6891116 Qualified in Suifolk Cou.2 Commission Expires July 30,2 Notary Public, /�o,nry GO r4f s a TOWN� OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION , Vf'FOUNDATION I ST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE'& CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: co/r.- DATE - INSPECTOR-2!:�! &qf SO�jyo o`ycOU ,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIOIN [ ] OUNDATION, 1 ST [ ] ROUGH PLUMBING [ FFOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: lz nf r' DATE INSPECTOR rat so cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - I FOUNDATION 'll ST UGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE (r�e-�INSPECTOR rif s 0 DEPT. TOWN OF SOUTHOLD BUILDING, 765-1802 INSPECTION I FOUNDATION I ST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE .- INSPECTO :li--�- ��_ cOUNT'1,� TOWN, OF SOUTHOLD BUILDING DEPT. 765-1802 -INSPECT ON [ ] FOUNDATION IST [ ROUGH PLUMBING [ ] FO ATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ' } DATE INSPECTOR �o��OF SopT�o �o coUN1Y,� TOWN OF SOUT14OLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH P UMBING [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING /STRAPPING [ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIQLATION [ ] CAULKING REMARK kZ 3 �-- Pon vfY DATE INSPECTOR rsf s 0 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 " INSPECTION I FOUNDATION IST ROUGH PLUMBING FOUNDATION 2ND INS ION, T I FRAMING / STRAPPING I"NA L FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: G�C;o �2 A(Q� &J04- . - ""c"_,d I J_ 1ILLd, , p A r jj_ DATE -/ - INSPECTOR 1 1. 5 p . FOR .� • PLUA- MING WUL.ATION STATE ENEROY . / � . � 1 N FARM M� 1 • s TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT \ Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 00 - Survey www.northfork.net/Southold/ PERMIT Check Septic Form L� N.Y.S.D.E.C. Trustees Examined ,20 JUN tact: Approved ,20 Mail to: Disapproved a/cII/To BLDG DF Phone: Expiration ,207 n17 Building Insp V LICATION FOR BUILDING PERMIT DEC o 4 2013 Date 2 2 , 20 INSTRUCTIONS BLDG DEPT This applicatiumM, ST be comp etely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Sig6ej f applicant or name,if a corporation) P® be))( 6 h . C r eA pl�±,Al '101141 (Mai mg address of applicant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder AFCAbTT-�- T Name of owner of premises SOO N A K00 L(V (As on the tax roll or latest deed) If applicant is a,corporation;si`gnatur"e;of�dtily authorized officer (Name and'title,;of'cozporate,oficer)' Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1100 SAMOY G- Pt). , GI eNP6R House Number Street Hamlet County Tax Map No. 1000 Section Block d �J Lot 10 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy s)WqF, PAM I LV b. Intended use and occupancy }' rk )J 3. Nature of work(check which applicable):New Building Addition >C Alteration X Repair Removal Demolition _Other Work . (Description) 4. Estimated Cost Sw , nob J (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature an&extent of each type of use. 1 7. Dimensions of existing str_uctur_e_s, if any: Front CA. Rear �� .�} Depth j Height �Uj i Number of Stories i Dimensions of same structure with alterations or additions: Front Rear64A ' Depth r Height . I i Number of Stories_ 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 102-1 Rear a�� Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated P, 4o 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO_X" Will excess fill be removed from premises? YES NO 31 3}t�i�r�nr�jv�i br.� 14. Names of Owner of premises NAW LlK Address z F � -3 �ff'one No. S&1,451 •6 3}D Name of Architect MEEX,'(L• K VZAcNJ FX— Address V6 WY,6 9�- , �Wga*one No ��- 16 Name of Contractor Address I Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESJNo * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES _NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) MER L- being duly sworn, deposes and says that(s)he is the applicant (Nanle'of individual signing contract) above named, CONNIE D.BUNCH Notary PWIc,State of New York (S)He is the No.01BUs195050 r� Q (Contractor,Agent, Corporate Officer, etc.) Commission Expires April 14,2��0 of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworri,tq,before me t ' day of QDJYL) 20 pctwv' Notary Public 'gnat of Applicant ,� ,J.ye .." =r✓i:�.. .«l;i'',t '�r'[,C,� Nss - ,,�9�-�'in - f- �`'3N`<+ o-. E�� ;. � r 5�` `�,:' �y :x� t "i°Rrh•� �L``SiP'_,i�^R v L � '' '� �Y - ,. Y �2 9' ............. p{,11�1�1{�py JUitl k,• `F'�' TRUS- E r I30ARD=OF SOUTI30tiI)TOWN r , ,,, T, � 0 `+„ ,,.a G, ar>}° a.' �wt�°,DEPT 1 zr`: ,{ . :. . . t,+'-S®iJTiIOLDNE`VV': a = - ;TO'JJ�}:.OF,SOUT�IOLDf PERMIT N.,O._8382 DATE:,MARCH-19,2014 a . "$,✓A�j'r.„ - r`.i -- C�. _ .is=r :,4' ,:i'4. ,'1 _ s' - ._-. . ^F¢ ,. _,_, 1,- -,.�i .`�.�' y � 1A, '. 1 PROPERTY=ADDRESS: 41200_SANDY�BEACH=ROA'D,fGREENPORT...�- `3 SCTM#43-3-10 [. - 5c +�.`'vv„{.,,`;f-- a,it..�c � ,:� t"I,�r _ - ,��,,.sat;r£A _,!. ,�,,.?ra7q�"rv., •,' ? .5 AUM RITATI01�1 '. To o Southold°and in, fa to a rovisions,of:C�a'ter.2T5�'oftthe,.Town:Code;afthe}. Wc� ,1' s., Pursu nt. , .r, N-.accordance with the Resolution of the Board of Trusteespadopted at the Meeting heldw"on marci 19,+2014,and in ��} consideration of application fee in the sum of$250.00 paid byBn-Consultants-and`subject to`tlie Terms and 1 , Conditions as stated.in the Resolution,the Southold Town Board of Trustees'�autfiotizes,and,per►nits the r. . '1 ,.!''t' Ykd i • -- ria _ 'i7',* t 't`i,,_r. 7s..% ;'a f f;, Wetland Permit to remove°existing dwelling'down-toexisung-foundation'(to �r i . ., ,s { remain)and'.construct,partia1`24 3'x39 8 second=sfory addition;'S.8'x10a';`,twuo-story -.2"Al r 4 -_ -_ r ' a additon '2'x9:75' two=stoiy additi'o"n; 5:1'x22:3' one-story aadition;'22'x24.2'aone-story k, 1 .:=r attached,garage addition; 14'x4.7' front porch additaoa'with 14'xXX steps-16'_.x40' attache dhdeck'avitl%`5:8'x36:5.'='r`oof;overhang Zand t2:r8'x12-is 4;'x8..4'.cellar'' <' entrance/steps within existing footprint; and 3:1 I, T7-toutdoor;shower; install.:cdraina e ��":. system'of leaders;gutteps`and drywells; remove existing concrete walkway; remove . h- ` exis'ting sanitaryysystem; and,as.depicfe&oif the>survey prepared=by,Nath'an.tTaft t Corwin III;Li dated,NovemW21,20'13 aril stannped approved on 'y'hvy 3A.a _!#z'''Y&b�.t _ _ >v"t- ` 4.r;-' 'F{"v.,•ea,i;. , �.: " v.•".',Y::��'.. Y'1 a'i3•;;y,`r., 'i3'., f +a' f "�i 1N WITNESS'WHEREOF,the said Board of Trustees hereby`+causes'its Cor'pfiorate-Seal"to"be affixed, M:t u and these presents to be subscribed by a majority of the said Boar of this date. 3, y)' i'n ,•v,v 1 x E '�'{ it $v1?��-�! 'i .Sr', ,.: s . < �" '�"1'.; ... 1 0�' :"7,.j t, � - Mx}`' 2 ,►� � �s �'. Go',, 41 ��, ,a��i__� �~t&6' r— )hxafi: �'.a:s}.��,,:t"S-�lw.��h`rt ':u°t7:F.�f+'�e`iYi eR.f"r?x.z.:�s ....k3.i%q^9/ - g'un+iY.�+k%i� .r o?"' V±�' 'gf5+'•rR"s'�c'... s'�+?� "`; ��"` 'xn $ V-01 New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 _ SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 1.1790-3409 _ Phone: (631)444-0365 •Fax: (631)444-0360 Website:www.dec.nyaov LETTER OF NO JURISDICTION January 7, 2014 Ms. Souna Koolik . 3173 Harrington Drive Boca Raton, FI. 33496 Re: Application #1-4738-04085/00004 JUN 'S 2014 1200 Sandy Beach Road, Greenport SCTM#1000-43-3-1 BLDG DEPT. TORN OF SOUTHOLD Dear Ms. Koolik: Based on the information you submitted the Department of Environmental Conservation 'has determined that the'existing bulkhead is,functional, more than 100 feet in length- and was constructed before August 20 1977,�as shown on Aerial Image#2105-07 dated March 24, 1976. Therefore, the property landward of the bulkhead is beyond Tidal. Wetlands Act (Article 25)jurisdiction,and.no permit is required for work landward of this structure. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your,responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, /arkCarrara ' Permit Administrator cc: En-Consultants BOH-TW file 5/23/2016 Koolik Cerfificate of Compliancejpg Sol Town Hall Annex John M:Bredemeyer III,President 54575 Route 25 �. Michael'J.Domino,Vice-President P.O.Box 1179 Glenn Goldsmith- Southold,New York 11971 A.Nicholas Krupski, - �� Telephone(631) 165-1892 ' Charles J.Sanders Fax 1631)765-6641 BOARD OF TOWN TRUSTEES -TOWN OF-SOLTTHOLD CIERTIFICATE OF CoMpLIANCE Date:May 11 2016 # 12260 THIS-CERTIFIES that'the removal of ex+sting dwelling down to.existin¢foundation (to remain)and construct'partia124 3'x39 8' second-story addition; 5 8'x10.1' two-story - addition 2'X9.75' two-stow addition 5 1'x22 3' one-story addition 22'x24 2' one story attached ata a addition' 14'x4.7'.front orch addition with 141,x2.8' ste s 16'x40' attached deck with 5.8'.x36.5'roof overhangand 2.8'x12' ste s-,4'x&4'.cellar entrance/st s.within existin foof'rint'and-3.8'x6.7' outdoor-shower;install-drainage's stem of leaders tters and; dells•remove existin concrete wdlkwa. ,remove existin sanita s stem'-, At 1200 Sandy Beach Road Greenport Suffolk County;Tax Map-#1000-43-3-10 -for- Permit heretofore fled in.this Conforms to the application office hated February-20 2014'pursuant to which Trustees Wetland Permit#8382 -Dated'March•19,2014,4as issued and conforms to all of the requireanepts and conditions of the applicable"prmvisions of law: The project for which this certificate is being issued is for,the a124.3 x39.8x sting d dwell-stoing d w nto existin foundation- to remain .and.construct z 5:8'x10.1'.two=sto addition 2'x9:75',two-sto addition'.5.1'x22.3' otion.ne-sto addition 22'x24.2' one-sto � attached ara a addition'o overhan and 2.8'x'x4.7' fro 3otch 12'1 ste s 4'x8.4with 'cellar s 161x40' attached_deck with 5.8'x36.5' ro entrance/ste s within existin foo tint and t n'x6o c°tte°Oalkwa eremovelexistin sariitarage n of leaders tters and dr • ells;remove existing ; s .sYtem• : The certificate is issued to SOUNA KOOLIK owner,®--the. aforesaid property:, Authorized Signature 11 �. https://mail.google.com/mail/u/0/Stab=wmMnbox/154c954a3228d868?projector=1 111 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: December 18, 2013 To: Meryl Kramer for Souna Koolik P O Box 683 Greenport, NY 11944 Please take notice that your application dated December 4, 2013 For partial demolition &reconstruction& additions to an existing dwelling at Location of property 1200 Sandy Beach Rd., Greenport,NY County Tax Map No. 1000—.Section 43 Block 3 Lot 10 Is returned herewith and disapproved on the following grounds: The construction on this non-conforming lot, is not permitted pursuant to Article XXIII Section 280-124 which states: "This section is intended to provide minimum standards forrg anting of a building permit for the principal buildings of lots which are recognized by the town under 280-9, are nonconforming &have not merged pursuant to 280-10." On lots between 20,000 sq. ft. and 39,999 sq. ft.,the required front yard setback is 40'. The survey indicates a front yard setback of 37.8'. The required side yard setbacks are 15' and 35' combined. The proposed side yard setbacks are 11.6' &28.5. a� ! Authorized Signature ,7 BOARD MEMBERS �OF$furySouthold Town Hall Leslie Kanes Weisman,Chairperson �p� Ol0 53095 Main Road-P.O.Box 1179 Eric Dantes Southold,NY 11971-0959 Office Location: Gerard P.Goehringer • Q Town Annex/First Floor,Capital One Bank George Horning 'O 54375 Main Road(at Youngs Avenue) Kenneth Schneider �UNT`I,� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809-Fax(631)765-9064 Dl�r�1 F C E FEB 2014 FINDINGS,DELIBERATIONS AND DETERMINA ION MEETING OF FEBRUARY 20,2014 BLDG DEPT TOWN OFSOUTHOLD ZBA FILE: 6719 NAME OF APPLICANT: Souna Koolik SCTM# 1000-43-03-10 PROPERTY LOCATION: 1200 Sandy Beach Road(adj.to Sterling Creek), Greenport,NY SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated January 31, 2014, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated January 30, 2014. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The parcel is 20,905 square feet in an R-40 zone. The parcel fronts Sandy Beach Rd for 115 feet, is waterfront at Sterling Creek for 95.17 feet,the northern boundary to an adjacent parcel is 235.19 feet and the southern boundary to another adjacent parcel is 179.41 feet. The parcel is improved with a one story frame house with attached garage and a shed. The parcel is also bulk-headed and has a wood dock and floating wood dock with ramp, as shown on the survey prepared by Nathan Taft Corwin, III Land Surveyor dated October 6,2010, last revised November 21,2013. BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and the Building Inspector's December 18, 2013 Notice of Disapproval based on an application for building permit for partial demolition, reconstruction and additions to an existing dwelling, at; 1) less than the code required front yard setback of 40 feet, 2) less than the code required minimum side yard setback of 15 feet, 3) less than the code required combined side yards of 35 feet. RELIEF REQUESTED: The applicant requests variances to: 1) construct an attached garage having a 37.8 foot front yard setback where the code requires a 40 foot front yard setback, 2) construct additions and alterations Page 2 of 3-February 20,2014 ZBA#6719—Koolik SCTM#1000-43-3-10 having a single side yard setback of 11.6 feet where the code requires 15 feet and 3) construct additions and alterations having a combined side yard setback of 28.5 feet,where the code requires 35 feet. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 6,2014, at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law§267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed addition of an attached one-story garage and the proposed one-story and second story additions and alterations are characteristic of residential structures in this neighborhood, which formerly consisted of many seasonal cottages that have, over time, been enlarged and improved,thereby enhancing the appearance and property values of dwellings in the area. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. The subject dwelling exists in its non-conforming side yard and combined side yard location and any additions and alterations at those locations will require variance relief. The subject parcel is waterfront to Sterling Creek, which limits the most feasible location of an attached one story garage to the front yard. 3. Town Law 4267-b(3)(b)(3). The variance granted herein for a front yard setback to an attached one-story garage is not mathematically substantial,representing 5.5%relief from the code. The variances granted herein for a single side yard setback of 11.6 feet and a combined side yard setback of 28.5 feet are both mathematically substantial, representing 12% and 19% relief from the code, respectively. However, the proposed single side yard setback is to the existing dwelling and this side yard setback expands to approximately 14 feet on the other corner of the dwelling. The proposed combined side yard setback is to a proposed outdoor shower stall (6.7'x3.8')that is proposed at 5.5 feet high. 4. Town Law &267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law &267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a partial demolition and reconstruction with additions to a single story dwelling, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Schneider, seconded by Member Weisman, (Chairperson), and duly carried,to GRANT, the variances as applied for, and shown on the Survey/ Site Plan prepared by Nathan Taft Corwin III, L.S. dated October 6, 2010 and last revised Nov. 21, 2013, and the Architectural Drawings prepared by Meryl Kramer,R.A., sheets numbered A-100,A-101, Second Floor Plan,A-103,A-200 and A-201 all dated 10.25.2013. Page 3 of 3-February 20,2014 ZBA#6719—Koolik SCTM#1000-43-3-10 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes:Members Weisman(Chairperson), Schneider, Dantes, Horning.Absent:Member Goehringer. This Resolution was duly adopted(4-0). Leslie Kanes Weisman, Chairperson Approved for filing a? /Z—/2014 BOARD MEMBERS O*0 SOU,yI Southold Town Hall Leslie Kanes Weisman,Chairperson ® 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning p ® a� 54375 Main Road(at Youngs Avenue) Kenneth Schneider I�COU (,� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD _ l Tel.(631)765-1809 -Fax(631)765-9064 E C E June 12, 2014 JUN 18 2014 Meryl Kramer,Architect P.O.Box 683 BLDG DEPT TOWN Of SOUTNOLD Greenport,NY 11944 — RE: Koolik,ZBA File#6719 Dear Ms. Kramer: I have reviewed your letter dated June 11,2014, and the architectural drawings that you submitted with your request for a de minimus determination in the above referenced ZBA decision. Since you are not proposing any new nonconformity, I have determined that your requested modification is de minimus in nature. Please also note that the applicant must comply with Chapter 236 of the Town's drainage code. I will instruct the office to send a copy of this letter and your request to the Building Department so that you can apply for a building permit. If you have any questions,please call the office. Si y, C Leslie Kanes Weisman Chairperson/Dept. Head CC: Michael Verity, Chief Building Inspector -► 0 M E R Y L K R A M E R AUG 22, 2014 a r c h i t e c t 80ARV O AFPEALS Zoning Board of Appeals 2 1 3 E. FRONT STREET Town Hall Annex Building POST OFFICE BOX 683 54375 Route 25 GREEN PO RT, NY 11944 P.O. Box 11791 Southold NY 11971 6 3 1 - 4 7 7 - 8 7 3 6 Attn:Leslie Kanes Weisman,Chairperson m k a r c h i t e c t c o m August 22, 2014 Re: Koolik Residence ZBA file 6719 Dear Ms.Weisman, n I am writing to request a second de minimis letter for the above property. U BUJ Demolition began last week and we have discovered several deficiencies in the existing floor framing that were not visible prior to the demolition: The existing floor framing is not anchored to the existing foundation with anchor AUG 2 6 2014 bolts. There is no termite shield or sill sealer. There is also water and fire damage to the existing floor joists. BLDG DEPT We would like to remove the existing 2 x 8 first floor framing in its entirety TOWPd Of SOUTHOLD and replace it with 9 Y2 Us. We will anchor the floor to the existing foundation using anchor bolts in solid CMU cells,48"OC in addition to adding a treated sill plate,termite shield and sill sealer. This will bring the floor framing into compliance with the current building code. Although the existing floor framing was not a condition of the original determination,the drawings that were submitted to your office did state theat the existing framing was to remain. I wanted to ensure that your office and the building department are aware of this change. Because we are waiting your approval before commencing, I would appreciate a verbal confirmation prior to the written notification, if possible Should you have any questions, please do not hesitate to contact me. Best regards, VMerramer,AIA LEED AP 631-965-2927 i ti BOARD MEMBERS0� $®(/T Southold Town Hall Leslie Kanes Weisman,Chairperson �o�� yQ�o 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider �yOWN,N Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 August 26, 2014 Meryl Kramer,Architect P.O. Box 683 Greenport,NY 11944 RE: Koolik,ZBA File#6719 Dear Ms.Kramer: I have reviewed your letter dated August 22, 2014 requesting a de minimus determination. Since you are not proposing any new nonconformity, I have determined that your requested modification is de minimus in nature. Please also note that the applicant must comply with Chapter 236 of the Town's drainage code. I will instruct the office to send a copy of this letter and your request to the Building Department so that you can apply for a building permit. If you have any questions, please call the office. Sin° el A le��"L - Leslie Kanes Weisman Chairperson/Dept. Head CC: Michael Verity, Chief Building Inspector Scott A. Russell ,��°sink STO)RUMMA\T]E]R. SUPERVISOR ( r EIS 1ENT I��1[A\1�A\G] SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEWYORK 11971 � { - Town of Southold ti CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET UUN 0 5 201 ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPL`n []E A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. IPEI B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. E[2c. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. �❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. j { E EBF. Installation of new or resurfaced impervious surfaces of 1,000 square f feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. 1 If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. Date APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 rict NAME: 1A t L - by I a • I r,n,l Section Block Lot FOR BUILDING DEPARTIMENT USE ONLY""' Contact Information. A" (icicphw,e Num rl ' Reviewed By: ske — — — — — — — — — — — — — — — — — — 14 Date: � 'J Property Address /Location of Construction Work: — — — — — — — — — — — — — — — 1EStormwater Approved for processing Building Permit. 1�00 SMDX ef'MA 'F_0^n Flo Management Control Plan Not Required. -eU C o P'_r Stormwater tormwater Management Control Plan is Required Er (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.#: 1000 (Property Owner,Design Pry oFessio nat,Agent,Contractor,Other) +q;y�— �QSuffiqlr CHAPTER 236 �j 1 1®Section Block Lot Stormwater Management Control Plan CHECK LIST 2 NAME; ; S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application, Yleme Ynnl Date: * The applicant must provide a Complete Explanation and/or Reason for not providing ��•$� • 4" 1� �� all Information that has been Required by the following Checklist! a « Tekplwne Numben 1. A Site Plan drawn,to scale Not Less that 60' to the inch MUST NO NA If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries V b. Total Site Acreage. c. Existing- Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(C)(2). d. Test Hole-Data Indicating Soil Characteristics&Depth to Ground Water. out nOt 6 iMited to. e. Limits of Clearing & Area of Proposed Land Disturbance. A*L'1!!n31nta5nL,d C®nsQructian EntrAnc Wid t!f. Existing & Proposed Contours of the Site (Minimum z Intervals) c 5_11t Fencing,s g. Location of all existing & proposed structures, roads, ng of and/o.inartjuQ driveways, sidewalks, drainage improvements& utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures, 1. Location of proposed Swimming Pool and discharge ring. 0 Contact TOS Fnginppr 45 j. Location of proposed Soil Stockpile Area(s). Bac k. Location of proposed Construction Entrance/Staging Area(s). thP I. Location of proposed concrete washout area(s). ✓�� "' heeyi installed to ° M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and Infiltrate on-site the run-off from all impervious surfaces generated by a two V)inch rainfall/storm event. 3. Details&Sectional Drawings for btormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls, b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. . infiltration basins,swales,etc.) ::.......... .----:---: . - `AY' F(.-M ( NGINL�.EI-il• G SPAR SE ONLY F-1 Additional Information is Required. Reviewed & 1 Stormwater Management Control Plan is Not Complete. Approved By: - - - - - - - - - - - - - - - - - - - - - - - — '..�- Stormwater Management Control Plan is Complete. Date: �� l SMCP has been approved by the Engineering Department, FORM * SWCP Check List -TOS MAY 2014 I Town Hall Annex It J [ Telephone(631)765-1802 54375 Main (631)76Road N ,c 95Q2 P.O.Box 1179 G Q roc]erAched own.souJP0J5.nV.us Southold,NY 11971-0959 • �� f �y'rou tt'I,� I BUIIDING DEPARTMENT _ TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. Date: Company Name: �'� S Name: i4/1dLl LCp License No.: . f Address: ,p , o? I S D03 7-Lo c.r�, Phone No.: JOBSITE fNFORMATION: (*Indicates required information) i *Name: U 111-1/4 K,o O L/ K *Address: /,.7,®D S !3 CJ Q V -i3 E.rl C_,p4 ,OIZC a4P de *Cross Street: 4C&gAlPq f4s AE *Phone No.. / ?11 1 Pen-nit No.: 3 9 D o !�;- Tax•Map District- 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: NO &o u n Final *Do-you need a Temp Certificate: YES NO I Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 . 400 er I • *New Service: Re-connect Underground Number of Meters/ Change of Service Overhea Additional Information: PAYMENT DUE WITH APPLICATION I - - 82-Re est for sp Vu L('" r *pF SO(/ly®l® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 C®U(�,� April 25, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Seifert Construction 11780 Sound Ave Mattituck NY 11952 RE: Koolik, 1200 Sandy Beach Rd, Greenport TO WHOM IT MAY CONCERN: OZThe F Ilowing Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 39005—Addition/Alterations TOWN OF SOUTHOLD PROPERTY RECORD CARD M �'�`� AYNER_ 6 eke2-STREET VILLAGE DISTRICT SUB. LOT ? lo IJ ER/rNER (<4t-1zge,1ne-rC(v0W11-4, I E U ACREAGE P7 C� VC)un 0 r-z- Rok Y2. A TYPEOFBUILDING A 1 ES.5S. SEAS. VL. FARM comm., I IND. I CB. I misc. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS .;i� n 3 / / _ /�Z `.C./�- � �--ti��L''(.? �C � Gv�-L� ��C.;��^;1�,'�71;r,-� � �.;^�.-�-t✓. A1/1h 2, r -7 ef del"- 1,tn o ✓ (2 n 4, 0 lo 4/ AGE BUILDING CONDITIO lzb- NEW NORMAL BELOW ABOVE FRONTAGE 0.N WAER Form Acre Value Per Acre Value FRONTAGE ON ROAD X 2 17 '0!5-,A7 Tillable I ql,301,4L Qz3-53,p 7—voyounLis &-2 Kon'JIlkgfam i�7;z� Tillable 2W ' - I I 4� es Tillable 3 0// Woodland fhqrjr7 I L". vaun-hzk' de Swampland Brushland House Plot Total 7.� WIWI 1 r77 .2 GI j M. Bldg. ;�� _ �� ; �1� j � � �' Foundation i � Both Extension , Basement C Floors I ( , Extension I r E —_ ,, t _ ! j I Ext. Walls `��'' Interior Finish ,r j Extension i Iq 1 Fire Place I Heat 3 o a Porch (Roof Type E i I Porch I Rooms 1st Floor I i j Breezeway I Patio Rooms 2nd Floor ✓ Garage � � b 0 Driveway Dormer�.. ...� 0. B. I1 j i 00 .ri Generated by REScheck-Web Software rerUf!&".=+e Project Koot'rk Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,070,ft2 Glazing Area 20% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: .o- Compliance: 16.0%Better Than Code Maximum UA. 592 Your UA: 497 The%Better or Worse Than Code Index reflects how close to compliance the,house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UA Ceiling:Structuraf Insulated-Paneis 1,040- 30:0 0:035- 36- Ceiling:Structural Insulated Panels 1,280 37.0 0.028 36 Ceiling: Flat or Scissor Truss 310 31.0 1.0 0.033 10 Floor:All-Wood joist/Truss Over Uncond. Space 2,110 30.0 0.0 0.033 70 Wall:Wood Frame, 16in.o.c. 1,067 21.0 3.0 0.048 46 Window:Wood-Frame;2-Pane-w/-L-ow=E 54- 0:280- 15- Door: Glass 52 0.310 16 Wall:Wood Frame, 16in.o.c. 660 21.0 3.0 0.048 30 Window:Wood Frame,2 Pane w/Low-E it 0.300 3 Door: Glass 24 0.310 7 Wall:Wood-Frame; 16in-.ox. 1,067 21.0 3:0 0.048- 33- Window:Wood Frame, 2 Pane w/Low-E 100 0.300 30 Window:Wood Frame,2 Pane w/Low-E 68 0.300 20 Door:Glass 218 0.310 68 Wall:Wood Frame, 16in.o.c. 682 21.0 3.0 0.048 24 Window:Wood-Frame;2-Pane w/Low=E 162 0:300 49 Window:Wood Frame, 2 Pane w/Low-E 12 0.300 4 Project Title: Koolik Report date: 05/14/14 Data filename: Pagel of 8 Compliance Statement: The-pro osed-building-design-described here is-consistent with-the building plans;specifications;and other, calculations submitted with the permit application.The proposed building has been des' ned ip meet the 2010 New York Energy Conservation Construction Code requirements in REScheck VE io 0 and to om y i e mandatory requirements listed in the RESchpck Insp c 'o Checklist. �� Name-Title [Jx ig ffa&rkj Date Project Title: Koolik Report date: 05/14/14 Data filename: Page 2 of 8 DRAWING ISSUE DATES Client Review Set 1025.2013 DISAPPROVAL 1222013 Penna Set 00000000 f Construction Set 00000000 b REVISION DATES Drawing List, NO SHEET NAME DATE A-100 B-111 Pill 12.2.2013 i•' tt Fine,Pl- 122.2013 1 N ti11222013 _ t v t - e M E R Y L K R A M E R 213 E FRONT STREET POST OFFICE BOX 683 r GREENPORT. NY 11944 6 3 1 - 4 7 7 - 8 7 3 6 m kart h,t e c t c o in I D E N C E All Drawings Printed on 11x17 PaPerScale 6 50%Scale Above GREENPORT, N Y Bldg Dept copy from ZBA Final reviewed documents ©2013 Meryl Kramer Architect ZBA F'e # Date, / / DRAWING ISSUE DATES Client Renew Set 10252013 DISAPPROVAL 1222013 Permit Set 00000000 Construction Set 00000000 - REVISION DATES T T T T T 2X32 STAIR STRINGERS @ 24'0 C --T--T--T--T--T-- Iinedaeckabove T--T--T--T-- I —•--- NEW(3).FAQ DROPPED GIRDER-- T NEVJ(3)2x8 ACQ HEADER•--•------� I � JV:1 tv.'.i I I I I I I of I I AI I 18 dI O of O I — Id a NEW(3)2x8 ACQ DROPPED GIRDER I --------------1 103 y z - +— ——-- /I ti X `NEW CRAWL LEXISTING �zm_O I I I I Drawing Legend. FOUNDATION WALL ru m io '"I I I ________ Wall To Be Removed z N'i INEW 2x8 ACIDLEDGER I I Wall To Remain New Wall X 0STELINE t—�--^--^� New Foundation Wall ----__-- Lines Above —_———t d ------------ Lines Below I y ------— Guidelines — — — — 3 Fence ® I t 101 Door Tag P z UPW O o: I fo WmdowTag Z Fo O _ ___ Semon X, NEW 9/12'230 TJI FJ@16'OC '�'O — _ �, SheetAX%X EXIST 3-2X8 FLUSH GIRDER x Detad Tag . ' Elevation Tag AREA TO BE IXCAVATED x(xKy)x Interior Elevation Tag i �/ WH ® X z A� F o- NEW GIRDER r— xX EXISTING SLAB 1 I I •I I _— - -------.p--•— O-----p---------- ----------�--- I_I_I_ I OBE REMOVED Lu q 1 1 1 1 1 al rc a I I UP ¢ W - RELOCATE ELECTRICAL 7- x XPANEL x IT j NEW CRAWL z'y Imo' &4'P C SLABlKlNEW 9 1/2'230 TJI FJ@ NEW 91/2'230 TJI FJ@ I NEWAREAWAY 16°OC 16'OC _--__ --_—_-------- WATER '• _I ---NEW(3)?x8 ACQ HEADER--- —+� ,: r—.-----_--_ I to O I <inl I ----------------- --- .„.�I � NEW(3)2x8 ACO FLUSH GIRDER >27 I I I I ------------------------ I I I I I M E R Y L n A M E R , a r c h i t e c t --I---t—A--- -- ---II - I NEW FOUNDATION WALL, 2X12 STAIR STRINGERS I I III E FRONT S T R E E T @24.00 I POST OFFICE BOX 683 • I GREEN PO RT, NY 11944 I I 6 3 1 4 7 7 - 8 7 3 6 I NEW PC SLAB I m k a r c n.t e c t e o m I I I I I I I I Foundation Plan I I I p cale-1/a•=1•-0• I I I I Bldg Dept copy from ZBA s I I I I ocu All Drawings Punted on 31x17 Final reviewed d I I I ments PaaerScela a 50%Scale Above I I ZBA File # Basement Plan I :_ I Date: -----------------------------� I L---------------- _________ „� A-100 @ 2013 Meryl Kramer Architect wnwm— +/.64'.41/4• WF DRAWING ISSUE DATES 24'-41/2' +/-39-111/2° +/3'-8 3/4• Set 10.25.2013 DISAPPROVAL R O ALS 12.22013 VIF Perrot Set 00000000 36'-10° Constmcbon Set 00000000 DECK REVISION DATES 161• 12'-0° STEPS UP GRILL/PREP CK-- U If- _ - - -- - --line o(nverhang Above- -- .,,,,. EW DECK AND STEPS - "".. _._.__.'..._.-__.___.__....�__...._.__.."'___.__�._.____'__-'.___'.._..____.-.� Drawing Legend ------__ Wall To Be Removed �_�_� W 11 T R —- a o amain T-8" 31 2 15'-71/2° 51/2New Foundation Wall 4/A-401 - ^ -i ----------- Lines Above \µlm - Lines Below Guidelines MASTER BATH MASTER _ • f _ - _ - -- NEW OUTDOOR SHOWER - Fence BEDROOM �r UTD R - - •• S 0 ER 101 Door Tag Window Tag LIVING AREA ,f DINING AREA ,KITCHEN , Sheet A-X%X 3'-634• wt, Y _ m Q-: Oa-.,Tag \ / m Y _ N N _ i �K - j,r,l�„fib•.. 7 Elevation Tag z E - I' ,.,.� " '- x x Interior Elevation Tog WALK IN CLOS s _ ' �-_.._ ___ _ i.l- ^ _ DN /' VIZ - _ _ RAINSCREEN WALL ` I / \ 'I • - PANEL MATCH TO \`I • - - EXTERIOR I line of Ceilmg Height mange —_ 7,— - ENDTOPOF a,oemng Height- UTILITY. < I . EXISTING FOUNDATION CLOSET D. < PTO 3'-0°ABOVE RADE N line of exist first floor walls,typ_ W� ? y , i 8'�iOngHeight _ __'�_ - -i , m °m' GUEST ROOM I ENTRY FOYER SMUD ROOM LAUNDRY - PAMRY �I/ 5'-1I 51/2° oT m It m ° POWDER ROOM �y EWAREAWAY i ON _'_ENTRY ILI M E R Y L R R A M E R a r c h l t e t t T NEW DECK AND STEPS UP - � NEW GARAGE GARAGE 213 E FRONT STREET POST OFFICE BOX 683 LLm GRE EN PO RT, NY 11944 300 -300 - N N �c N >N 6 3 1 - 4 7 7 - 8 7 3 6 } in k arc h t e c t c o in Bldg Dept copy from ZBA First Floor Plan Fina reviewed documents LLz�� ZBA File# Date: / Sple 1/4•=1'-0• All Drawings Primed on iix17 PaperStale a 50%ScaleAbove3NE-0FFOUN�itON- ---e-==-----� WALL AINSCREEN SIDING /� 4 First Floor Plan /"'�-1O Scale1/4"=1'-0" 24'-41/2° ./-13'-113/4• 22'-W 4'-0• a VIF +/-"-41/4• ©2013 Meryl Kramer Architect snapuao,;,.w DRAWING ISSUE DATES Client Review Set 10252013 DISAPPROVAL 1222013 PermRSet 00000000 Construction Set 00000000 REVISION DATES 24.41/2° 4` —— __ ___________________ � I N I an Drawing Legend Wall To Be Removed I I ` I 1 Wall To Rern— _- _ I BEDROOM 1 BEDROOM 2 111 New Wal_ New Foundation Wall I m I 1JH1 ________ LIneS Above I I I I i Lines Below Guidelines Fence I DoorTag 1 3 io Wmd—Tag m I Sheb. X. I BATHROOM ______—____________._ _ ___ ______ ___ ______. _ _._ _____ I T I 51/2° 1T-11 3 2° 15-81/2• n -(((� �'-- �—;•.• Data Tag LL I i p i Elevation Tag cr > � I _ x( )X interior Elevation Tog B HROOM STAIR HALL v x I I I I I �i plumI �J m I I I I I I I 11'-7' I I BEDROOM 3 BEDROOM 4 i l I i I I I I N I I I I iv I I I I I I I I I I I I I I I I iv I I � I L———————————————————————————————————————J X\x M E R Y L K R A M E R a r c h i t e c t \\ / 213E FRONT STREET \ POST OFFICE BOX683 RT, NY Ic 3 6 3 1 - 4 6 6 3 1 - 4 7 7 - 8 7 3 6 \ m k a c h i t e c tom \\ Second Floor Plan Bldg Dept copy from ZBA Final reviewed documents Sale 1/4°=1'0• \ Z8A File# All D—rigs Printed on i1x17 \ Date / PaPerScales50%S ale Above (D_Second Floor Plan / \ / Scale 1/4"=1,_" ©2013 Meryl Kramer Architect DRAWING ISSUE DATES Client Review Set 10252013 DISAPPROVAL 1222013 PermRSet 00000000 Construction Set 00000000 REVISION DATES Irl w of, ' 4 LAT ROOF BELOW WHITE EPDM WATERPROOF x c"•'." - Ht,yv",';'i°' "1 h, INSULATION OVER BOARD(TYP) ) d +2 — Drawing Legend Wall To Be Removed Wall To Remain ne cl Budd ng! low- __ __ _ New Wa - - - -- - 1 New Foundation Wall Lines Above --------- --— Lines Below Guidelines Fence Door Tag CHIMNEY Wmd—Tag Section-) /�/� Sheet A-%%% Elevation Teg I x<;>z Interior Elevation Tag Ix - = line M Bu(ding ,+3' - F TROOFBEL W \ � +3 - - - _ line of Bmltling BlieJ�w LEADERS CONNECTED TO - - - - - - / ROOF DRAIN W/LEAF M E R Y L K R A M E R APPROVED DRYWELLS,TYP +3° GUARD,TYP h i e c i +3' a r c GUTTERS LEADERS CONNECTED TO D., +3° APPROVED DRYWELLS,TYP \\ 2 3 E FRONT STREET \\ POST OFFICE 'OX 683 G \\ \ WHITE EPDM WATERPROOF G R E E N PORT N Y I 1914 \ MEMBRANE OVER PITCHED 6 3 1 - 4 7 7 8 7 3 6 \\ INSULATION BOARD(TP) m k a r c h,t e c t c o m \\ Bldg Dept copy from ZBA +3• ' +3' Final reviewed documents Roof Plan NOTE ZBA File# PROVIDE 1/4°PER FOOT Date- SLOPE,TYP Scale*1/4"=1'-0" All Drawrigs Printed on 11x17 Paper Scale is 50%Scale Above Roof Pian A-103 �a ©2019 Meryl Kramer Architect uR, R- - DRAWING ISSUE DATES " client Review Set 10252013 DISAPPROVAL 1222013 - Permit Set 00 00 0000 construction Set 00 00 0000 ' - - -- REVISION DATES Second Floor PLate Height - +tfi'1114"� a}!i ;�iµ,< t'i,�,Jr, _ ,,tt{ ,, + _:,'. fir,4:rr�ioL{1}r' ,•i•rl,.{IJ ;' lair-, fi €!"tj 1' i. 14 it:t( `I t,^ ('7 :,f V",.1:,dr`r ,,,,;v_''1,,.4,.L s_ .4,;4-,�r�,'','� _i1�1J'''`rt''r,...:, r; 'i,�,�'4r}.i,_,ta,4_,,:t;t F.r•u„'y r.�,ut �,t;±,_utll;`,� �• 'tJ Li},wr;�.: t;, .'i -.�t �J_t�;,= Jx�'L''; U-. iS7�'', ..J 1 '1 t'r i�.,,. ', �`, ,}�'r1 t'� ,; Second Floor Subfloor _-_—_—_—SE_—CO_—ND_—FLOOR_A—FF_—E_—L—+EL-101-3'_—”_--__—_—_—_—_—_—_—_——_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_— i'3,4,'yi'Yr;I,.,.{f'.t_t;,fi.'tT-it,t'.,="r1 x''.-,.1'.;-43,I-^4_i'�.,.+"s:��',.;;.�;.:}.:i.s_fi-,-l%-j;h,7u-:(.fr...[_f,/4",t,-tb`•=r,'+-.,'v.i+�4-.,-J_r��=i:,i',-.F':,,:-?3,:',wCT,..-i7';.Tlr�`(r�'"7i.��;,,'r,r;,N_;C.��U:-.'�,^i,S,J-:,,+I:t?S,-."-t::L-rT,lru�'F_c,,u�;z,�y;it•L1r_t`r:::Tr:.'i �af'; First Floo+7a�t t/a r Ceding Height - r i- +B-1'First Floor Great Room Door Head Height I'll-, il1Y a.'�,»t r:r",�tet.-;,'t;i-,lia,i''.^.�,+,f:[-i•Tr�T;:;fI-.ilL'::{,�a';;1t;L'.,.','„,i.1.:s�..,.,}i_l-:I,t„i';T,t.s4r:-�..�1,t.i ,�,'ttrx,'.,•,,xr.+,, _'4',:1,�Y;'t`'.(•t.1`�t« : ' �l?v,LL•.�i 'ovz" '_ ,rt +e ' `Ji;!riiii!j'}n'� '/� f\�' 'tj7t 1('`^t trf �•r il`;',,'h'Is'r'-!'- VE ' szl,,•'! 4'_'.tv,,.';r'�- t>a - 4 , :,?d�'i..,_1)..,!L t;.J'! 1? r t _ 1, t,,.5 ;;Tsr.y, 5„� ,, t-_',t4Y' i� 14',r' 'r'€j T��ir'i `f,t i• i,`"'titi't t+;,., t v,•r,?. ,�i ,; J a.3t ' ,f,,. , '%a 7,; rr.� i k _f,7}'itr,7{,'r;' `� `*`I •„ h L;C t i z{,{ r r .�,.t Drawing Legend ,r 1 '.,:..Ari: k,.,+-d_)_i,:-7;1't^(r,"1}t'^.+} i r, ,r x.,._.,_,:R. I>v:�t 24i - i { ------ .[ 1. ,'1,,.i' ,.L i,,. ,,, Wall TO Be Removed __ i 1�is tr-LS ,t..+,',.>_,.. 'r4'!^--',; -- ,:>;.))_ �!:Ii k{'x'�,+;:y li�:..i:ti_ti"''j." ',,+i."%,.'tlY"J,t ,il •�1.,..�,��7�_L 7',:,.a: ` {f Tai t-'.'t... _______ _i 11,<>•:,i"`'r' _,,.il_}i'iYl. ? _ ,i.J, .;>;.Y{{l..' ta"`I rf,4��J'tr"`{i` ;-ii'li..!,:,tr..1.,y.i1f�,.,:.�F.113 r'1->tiv.,,;'i`i(f t`` ,r 11_,..';"f; "rf"rf,.,,J<,-:d.-li Wall To Remain,',[E New Wall }'» - "nt., .f i>{_t`�i�fT"Y',.i•;'ti,�':.�1.•,i•„ ,"j` - ,#IYIr:,Lr'-U-,s:t,Ltf'•f.l.,!.�t� ,u, ,.I. }-.}•, 't' .,k' Sl 4,if IT, _ - - � FIRST FLOOR AFF -- 4' - - F 7" f` .i �Ei -i `I"f•T r�- '!-sr- +- T .- New Foundation Wall / - - - 3t,."i-t't-.ix ii. .),=J. :t -- :t,,,.,,-.- _A _ 1.. 1„ , t .,..ii , .l.l First Floor New Subfloor OV- _ _ ____-_-_-__ �fC;-_ � J,..�4. ',t� - -�--�'-- ..� -t't��-,'_ r1-.-1„ a,t _ -______________________________ r -. 7- ,r, t= ?-_. - '(;r +_' —� TO Existin Foundation Well - t:`r ii':`F-,'.`^`, '}:-',Ii['1,",,wry' ,_.L,L,}•,_,,Ln,,.tl„c:<�'w��.' €"-!,, J.al".:t,l's, ,€.d.,,. Irl , +/-000 9 t' �„ "-,t i.«`S�'`` ______-_ w,r.,,: , Ih Y „'r'�t"'-,.`"7 n'1, r' ,tr :71':`",.t •t'..e„t, ,,,/1�{urr '.r�•.-?,s}Y r'I ..t`it Lines Above -93/4' .• ._._"... •..,..,'.. _ , „` - - - _ ----------- - - _ _ -' - Lines Below Grade _ - ( _'-,.____.-.,_.-,..,.._,_�.............__-.. 'r _ , --.--- Guidelines ,. ._ -_ , _2'�• -._---__ Fence 101 Door Tag 30 Window Tag TO 6csdng Concrete Slab�\ ___________________________ - ________ _____________ T-5 114' Section X, Sheet A XXX 1 East Elevation Detail Tag /r � Elevation Tag 4>x Interior Elevation Tag x n 'i µFLS m AKttlt ,.ri 1� It t' ”{ }I TAjJtll-{ �i,L'r` r,, t :• t - /� ice - Lik �.hr1C�}{ - ' l'ti?��,1J4;<Eti,_J�•,r��_,r�,;,,;,,•li.qi;.(t,(,r�_', _7;li ur., s "'T,T,iy.7fi.`;.Siti`;,Y;;Lr�,ryr.r,r';-:J1-}r:rtl_j4:r'a.,'�;t[y�,4`i14trr�'�;1,•";•.'t��,{';J,�?i*,,,,,.':,!�',4r.ti-1,1,,'Yft,rL?f'rr7¢;`-fi,!i,r;c?y'r,!J..'YSecond Floor PLate Height _________________ __ ________ +ts-tt/4' - - ' - - 1"-,r,}'1^'i:-�',�; ytl'tt`t��..,:�-,,r,fit.., ,t,•u'Yltr`` _ _ o _:r ^', t'i ffu_,_t 4„4J,1-�.}p',S'•�:.i�r: - '*1`;€%�•Ix:.:tC+,_.i,JiI,SC,�Ttt;- ¢ LL •ril{j•'w •iY t#, j�' ',,a1, '+T-�i 0 1-, m Great Room Plate Height E R Y L x R A M E R --�- C.', :•:' t `tit,.' i;�h ,µ'';>{ ' t.,7, V"i'''•t : j M Second Floor Subfloor +t 1'-6"SECOND FLOOR AFF EL+SO'-3" --_ -.-14 JLi tj'!'' "t�i , r '?:L " r r h i t " t + ----------------- --- ----- : J,t,t+, �J,; l ;';'Y'lr'ri'im,•1`,L wi"'`,fn .1Jrt..�J;4.�r,' ^,`1' i,.T- 7' -;c / _�� /. \ i' \ •r. _ `t, 70-1 114"z First Floor Ceiling Height n b ( ,,,4+ / \ y. "-\ w 1' 1 j J ti 1'',.l! it , ,k, u,r,t,.,Y',l�'14 + 9 9 �(,, ”`+�',,,,,+.j''s'� .,',',#it!,�L 4,#.A, .,,f;li.;u:.,L-t hLi'i;t`f-i H:;1.;' 1 _ 5.,,jl , L 9._t. - --------------- --3 `•.irf4'r'" ., ,'Y=`(=- .{ _ 'Y _ _i .# i' '� •,,t.'i',`T*¢;.:'', _ _ `;"I,`_i1"y'' First Floor Great Room Door Head Height ri f4 ,,CC} ty'j�'-'-''r'` "(T a°�,({-}?iy r`r,,, �, _ 1,r}'{;}.`y, T O Garage Roof 't __ .,,',i s'f '.!r ir' '�1`�� ,. .€'+l a• is =i �k- , .4:N':}T� r;`;1"t" Si :a,z- `;t, t.`€�k 1,.1• +6'-0 7/2" _________________ ____y____---_- +�• ` +,_• '1'`,^ i' '�tf�, 4 �:}:•',r t",". `)" it 213 E FRONT STREET tk 4,.� rr• J� t`;'li '{�11:.,.ti�, O POST OFFICE BOX 683 - Ai /l`ii �:�{a ' 7'iy_f�1'"r`eiiUl:" _ rJ',ti 'i•' ,-''�'7'lc`"7 t' -I-ri;'S' 4'S, G R E E N P O R T N Y 1 1 9 4 4 , ..,k 1�i:J i„�.,t ,;'}t,_ __ rl )fr`_.:7-'fit•;sl tr 4 - - - _'r-y.f_it:y�� t n J. ,,,t�„ o Bldg Dept e 3 I - 4 T - e 3 s r` Fi cop from r o m '};,4.i:.7,. ,' e,i,�•,- - �;;:u,.•",,: t - - L,k;„1 i.1... M m nal r yield BA m k a "n i r e t ;:} 1"}` 't�'r�`:-.;,IiJ�; 'i N ZBA File ed document Date: o "} - �.'- 'tet J.L- ,{ i; ,♦ -kt`7�-.y'r'�,!��,�; cc f/ FIRST FLOOR AFF EL+13/4' + -t17 r` --7_'t�lsl r�J,r`-� `r' }-}i.ik'.t'��rt ,1:_±Y-,:�.Vit• J,-,#;».r:s�- e _ }-;,3:�,7,J�T First Floor New Subfl ________ —� Vis' oor ;>_ North&East +/-000 T O Existing Foundation Wall W s_. ..:i ;`-C'--�r'..� - _ _ _.�, It+_ n.+._y.,TJ,M-;�r,.i;=k*,-.;,^-�J - - - _ Fj,-4+-,',I o 31. � � Elevations Grade o s ._ - - _ _ \_... ___ - ”_ , ” "--tom - - ,- _-. _ - Scale 1/4 =T ---------------- - 70 Garage Slab laDi Papers 5 e Printed on 11x17 e 50%Soele Above I I I r� r r r I r L_-J L__J L__J LTYJ / II TO Exsitng Concrete Sla ________________________________________________________________________________________ r�I 11'1/ t1� -7'-5 4° 1TJII"tI -2oo L__J L__J 2 North Elevation ©2013 Meryl Kramer Architect Mavr.,a@,.m DRAWING ISSUE DATES _ Client Renew Set 10252013 DISAPPROVAL 12 22013 _ - Permit Set 00000000 Construction Set 00000000 p REWSION DATES N' E i-'[-i�;��``4f�`..-Icy,;."?,• 7 L111f N,h--r,t ._,.f..,T•'iF^rr' i'fP "i,1� Y('{;.dr; ,..un.,J`5••rt,.iM,.TI 'rt`+,t1kJk,11,i� - './','_ _ n"' '4ry i.i_-. ,r l ./>, - ..,F �,•..« }7 "'i I tii__,t�,ix`... L.i,. - `4' {�,`r1i.?'-`, ;. 'Y C++i-, ,"'t ,i,~Lt` •�.�_ j! ,+•,!i.-1s,' :,t�I =__,1 - �F,�._ •?',�i: int i✓ ;f;� .f r,A fr' `t r'1.f_�it 1' i.AA".!„jr xtJ�ia : �^ t,)�',,}' {,:� ,�',N,1;•'j:,FJ''i?`'_! 't n��.;�'L1,snS, x _,�,,.-. ,ft••F' , '"ail'�i•:_ J�(j,Y1,• Fy"y:,+,"� ';�t.�'I:i)r• 41:{., i ..ilr; �i�4itr{;a+r �, rt ::'ti�,'�r�'jy^,�J�i -.tit i5l..�-�;1, -''I`'? f i'•1,'+ •t '.�i'' _ ` _'ti' _ r',.l `{T'`,{7'{'}-'tl;'-:fft'A:�Jxry.F�f ^�, '• ;4i;, r} =N,..., -----_-_ ----- +11._2, "i T""T;.1` 7 _ .,�tF ,il,t,4.•hyr;_ r'*i' '-t• - ,i I/t 12 -,- iJ,c.,;t c�(ai''`r`,e " ,r;.��, Great Room Plate Helght r, 11 T ,.i:r:.rlti }i +�{,1'.I.r:-.';t_,.�.f.� !��` +t,t, 44..+5: �-�r�i., .., 7•_, ,�i1. '.::JiU4 r!iJ --------------------- M r - __--_-_: w - �-4 ------First-rst-Fl-oor-Ceiling Height tl2• --------------- _ First Floor Great Room Door Head Height - ;i}I-i]"Ali" it ''.,t ,, ,:, .'{_,.! Tf ,!1 ,� 1`4 t f,t141'l.'ti".'"f ! i',},��I '-I.r>ltF:}><;. -. :IY'•; ''y„t fi i'rf:;.i.i:' O N J`i: `J �fr.4,!ice. r'7.1 r. :!�} '4r3`il_!!?!� I T __ Drawing Legend 'tit, �fJ�.FI(`f, +, j m o 0 5. f' �, i,.:•'''Ln•"=- "i` I i +' :,•Y' ,3a', 'z'`fay } "'` RemovedF - _ !)t.,,.. _I, tf7 !i,114.31,., a0 $ Wall To Be taro 'ter t'i i,{/ l ''' �� `+T a ! Wall To Remain IT, .f. ?mc-:. '�" Iii^;-Fi"r'. ' �'`'i�t � 13_"I�4•.i�„l:� '!t_ ,li-,1,,,. :4f..,4, f t"� � New Well ''( Srt Y: iiLT" . 411 i�"{ ct }§„ ul)i' T`�r !'7'Itr-'jlr ,PjP}:'+;�ir7{ �r - _ FIRST FLOOR AFF EL New Foundation Wall _ +/-000 ________________ ____ __ ---___ - 9 3/4° __-____- Lines Above - • iu,u TO Existing Foundation Wall ------------ ones Below - - 2-6' - Guidelines I v Grade - -_-_-_ Fence ' I aoa Door Tag r_Pd� I i Wmtlow Tag L11J c=p � � i t ao r>, LL--------- T-5 4° � _ --------_-_ �____------__---_____________--_________________ 7 _ TT, _ T, -I TOExslt ngConcrete Slab , semenx. West Elevation L L-_J L SheetA-M 1 Detail Tag r� Elevation Tag xVx Interior Elevation Tag x L. 1 ,4Fta il. t, `J7.. l 1 t!t-'1:,i1.L_r'�i`'',i;4?"F•ti' , t?,it':i ,\\ 'Yr`FA ,^f \\ Y-q I'1, T, '' L,.J�lJrrfa 11J'tA'l,," l 4 ` L J ti L _ it 1, _.,/. ^,ijt��!' ii' z}:•l' '"t! :t' i J, t"},.l,:i;.ia,l,'•r its-'tr, t :;i',` �,`'t'Lr1�JG1"''r �rldtLt' 1't_il ,[.L},,:,,;'�'�`'L�� ;Jr'•ii;�'^a'T/r,'\., +• ` .'•„Tf ,i ,i'i'�,'>`;( ri+!Yl l.la,Y. ,�'fl{�.!,J.•. i`i' - ------------------�,— - - _ _ `r",t.,;h'rrr,�n �^ - 4' 1 +,` i,t j-J• 4 S� econd Floor PLate Height LiJ f._ f f - i�'f':,1..11 ?'4 ty }�,,:.0{.]~1.•,. ;.{ •:iii;i_.�' ,,.: 1 � Y i,,,:. t_ IT jti;tt1`4 .J.,f;t'it' •tt' .i ��Y f"i' 1-'' i,T+.'1'h'�{ o �' }': f'T ,.,,r`i 1` j'ylYl'P �"^' c•`5( {f^-,.� Z +t 1'-S" M E R Y L x R A M E R 1_'tY- G t�r'� ,'+-'',•''t' _ reat Room Plate Hei ht r ,.}1,,,-'[/ �c! }(�r z`-1i 1;�•,i 1,T ! i}, - 1'-r.. ,'�,f � L i':.tl..,,{' I 9 SECOND FLOOR AFF EL+10''3"__---_ •',,,i1;L 1t.`i,t1i7 n'r'}'Ir i,„•!{iyj, !-„ \ l^. \_ /- \ I'r \ _-', f: _.rt P, ,_'� _-R �- -1 ,4i=t1-F;+{�-,..f;i_-,z”.j+...�,�,^._,_:}�t„'_5'�;e•,•_t_;iy.l'i�-;Ftf1 tn:t:u`,�r t"rL,7'r'_it"C:.T'*f,,i.�f•`�1 yr.�,�+t.`.'~e��'P7,,'�' +10.114T�" tt;WIl !,,i,,Yt +9t Second/4Floor Subfloor - -__ _ First Floor Ceiling 2 1 3 E FRONT STREET !I�,,Tr�;ri,.; }i ' ,ti �~'.y.4'.t�.r''�s�f, _ +_i a,'-Lxt{ +�,c,;.,�•. `r,-%-r-=r< y.;s ! 9 Height 9 +8'-01/2' 1 F - t ! I1, - ^{: t,f..r„ -.-,''•.-,,+�.,i-a .qtr. r ' 7 ` i.•`1.v-u�[;,l,i:,�.t.'11i�J: '1^C„1r1lye,:'Cl,,4 ,ttt,'w x``+ .`n L .,�, ja�uYx ,..>aN`"+ { rjt'`+4i'{�'t.C}.T;.'{V`+ :t t'�`}t1{'5 l?,t�ti�"i.t`'��(,x"tUr,.52;3L,U,,�i'1?1,.t}`!t3`1{`:a' '::. -_ : ,,5 \• - + _ - t'f-'C3•Y1i+r,'�J'fi';.t.f1 Frst Floor Great Room Door Head Height POST OST OFFICE FFICE BOX 683 Wt J � GREENPORT, NY1 19 4 4 - m 81 _ r_Y`i°ie}' f aa'• wz.. 1l 3{ i?'`t 11{' �u t -^ i `F_L1c,. tl{ i.T.' 7` dg Dept co 6 3 4 7 7 8 7 3 6 PY from k .,,r `. ..�-,- -.r.. '�- tr'i°r. - 1i' ,--'+•'- '.itG,`r:;�{,�'v3,r• , F},;#t=,3` o Final r m Zi A m t a r c n:t e c t 1 W c o m ZBA File# ed document Date: ," _ - - ,i'lit i.:1 .., T I _ •,r 1 '.t tri+z _ ^„' .�i 41 ' '£ - r+rjY '`'+",,�• tr ^'r ir, ;, _ - {;` 'T ryrieF r 'I•�;1, k} ti....., FIRST FLOOR AFF EL+13 4° South&West __-__- _ s T:-, L`._�, _ +/-000 ^}" is ,-J T_'.' �-,-_ iia'- LL —. Elevations - i-,� ______ S__ _______________93/4' First Floor New Subfloor - , -• _ N TO Existing Foundation Wall Scale:1/41 _____-_______ =1'° All Drawings Printed 1.1x17 Grade Paper Seale is 50%Scale Above �_20 T 0 Exiting Concrete Slab 2 South Elevation Scale 1/4°=1'-0” ©2013 Meryl Kremer Architect raRpma�m r � EXIST+/-64'-01/2' DRAWING ISSUE DATES 24'-41/2• NF EXIST+/_4p•-0• 3.-0. YIF 0508-M DGAPPROYAL 32 2013 OUTDOOR Pe t 05282014 36'-10• VIF SHOWER Const tIon Set OD000000 DECK 16'4• 17-0' 6'-6' REVISION DATES 1 2 STEPS JUN 1 2014 BOARD OF APPEALS I 1 - 10'51/2 3'31/7 10,51/2 - - 11'-10 3/4•._` __ _ - W-01/4• _-'- - - --'16'-101/2 -- ' _-_RO DOOR -_ _. _ _ ._ _ _ — _ _ RO DOOR- NEW DECK AND STEPS DECK ----_-------,_--- _—_L�pfOrernenaA--- __—____--___=- F-M_ _ _ b _ _ ___ _ _ __:_ __ __ _ - _ __ _ _ _ UP s �� WIRTOBe Remmed of 1 _ 0 - _. 3--� I ' - •� I _ _� +_ _ ___ - __ _ __ _ Well TO Remeln Ore•Mng ge C �4 0 . —► i ¢ —�° �— rQ - ——�— NewFu..nwen m 6 111/2' 31/7 16'-01/7 6 i i 4/A-401 39'3' i i 'p6 m _------_ Wesnmre Unes Bel" Gugelines -------- _s - MASTER FIEDR ACCESS 8i ml NI NEW OUTDOOR SHOWER T MASTER 0 TH PANEL - _ -- Ilk Tt!ER R' `^3 —� � WOOD FLOOflIN I 3U0 rel WorTag I m oWi TIS• _ LMN MFA �O ANIKR DINISA HEN //��''\�� windowie4 N \ A rxF RODE I •I �• —-I Section X. SheetAXXX 91)1/2' 31/2' 1,-g. '•11' s 11_3 / 3_— C m pyi OA I I % %x ii �,", Interior Elevatbn Teg WALK CLOS. w \ TILE FLOOflEgG VV VVII NSCREEN WALL \\JPMEL MATCH TO / i 1 11� 11 EXTERIOR yLL .� ��— IlmotdellNB RaI®rt Changs --- •m _ rs ---- Bu1T-In SHELVES ,4 -� EXTEND TOP OF N 'a 17 a nmgtkight CUTIUTYLOSET 1 I EASTING FOUNDATION G; I UPTORADEW •ABOYE —T� n G IRADEE WS „ 1 —IlneafexisL flratibor eia—rmgiw�i— ---- ------ I W; 4 x ; R c h c n e v i R W I ENTRY FOYER MUD ROOM I LAUNDRY N — PANTRY -a4o 'S4 S "t (11 EST 11 I 3]/7 31 I ' J t 14'-0` 6'-8 y7 I 8�1 ;3.R2' 4te' 6 2 S 213 E F0.ONT STREET r4 N 1 _ Im - - - _ NEW AREAWAY POST OfFI CE BOX 683 OOD FLOORIN 1 6 6'-1' 6 _ _ _ _ N ON GREEN PO RT. NY 119+1 eI S ILI - N kreoleAx nratflL relb Vo 1 ao POWDER$ M _O- ____SMFIVES__ _ ____________________ -w=--� I _ - - - 6 3 I 9 7 7 8 7 7 6 h 3 - -- - In k a r c h I t e c t c o m ENTRY DECK _ q Cr WIN WIN WI NEW DECSTEPS UP NEW GARAGE 8'-83/4' 3'31./2 3'57/2 8'53/4' Y 314' 3 6141/2 3 3'4' 2 Koolik Residence Mal IRO I RO GARAGE �v Sandy ewch Road I n :+ .? Y Greenport.NY 3 H 3 �' Sb'T Bldg Dept coRUCTUHALHFADERSMD py from ZBA $ T2 6 GIRDERS SHALL BE FLUSH FRAM EO m w Final reviewed docuirrtents ZBA File Date: / (((f[[�J! First Floor Plan :Tale 1/4.m 1tG. al Drowines Ponied on lfxly Paper Stere Ie 5036 Scale Above bLINE OF FOUNDATION a WALL W RAINSCREEN SIDING M ¢r - OWIN 3'-9' A-101 First Floor Plan 26'41/2 14'-0 27-0' Ex6sT+/.aw• 1 DUST+/-F 7J2' VIF O 2014 Meryl KremerAmhitect w ppa..»Ma 3 SITE PLAN BASED ON ORIGINAL SURVEY AND STORM DRAINAGE CALC: SITE PLAN BY: SANDY NATHAN TAFT GORWIN,LAND SURVEYOR EROSION CANTROL MEASURE= 1586 MAIN ROAD V RAINFALL =2'/HR O.I6iG0EFFIGIENT BEACH STABILIZE GONSTIRUGTION ENTRANCE, JAMESPORT,NY 11441 COEFFICIENTS R D TYPICAL 2,SEE DETAIL ON DW6 N0 SURVEYED: JUNE 25 2003 1 � - LAST UPDATED: JAN. 18,2013 PERVIOUS DRIVEWAY _ IA ! - 4z K NORTH DRIVEWAY ENTRANCE, ROOF IA USE PROP05M MEARIN 100 FIBERGLASS VWEUl%5 DATUM: NAW 1488 LANDSCAPE CAPE AREAS = 0.20 ° • !. '. C° ° ° ` REINFORCED RE51DENTIAL KIT, LIS<5 ReLY,NATER REFER TO THIS SITE PLAN FOR ADDITIONAL �•� arir.,d r r +~* l °• 4 /. . .. ••. , ID No.GP5303-10 SANITARY DETAILS.PROPOSED LINE5 STORM DRAINAGE SYSTEM-DEDICATED TO ROOF - PROP05ED PSR :�. � ', � --- ... '; . ~-'' R14OFF AND RUNOFF WITHIN TRIBUTARY AREA STORM DRAINAGE LINE, 6 • 5. EROSION CONTROL MEASURE: --- SEE TYP DTL FOR PIPE DIA. / :.-'~•, VU 170 G:,,:,fleg, 4W.001 � .' - INSTALL SILT FENCE IN LOCATIONS SHOWN '^1 Ttt "� `� SITE BUILDING FOOTPRINT = 29115QFT. ---.._._.__. . . _ \ \ " , ••. AND PER DETAIL,SEE DWG N0.2 2,911 X 0.167 X IA = 486.14 CUFT. `1 1 I o 1� EROSION TR �'�i ° VOLUME REQUIRED = 486.14 OJFT. - ER15 0 CONTROL MEASURE:_ ` 1` . 1 � INSTALL INLET PROTECTION PER DETAIL, r� PROPOSED SANITARY SYSTEM (TYPICAL OF 6)SEE DWG NO.2 X FOR INFORMATION SEEDw6 BY OTHERS AREA WITHIN DRAINA6E TRIBUTARY- �! • i._`I \ PERVIOUS DRIVEWAY = 2,520 50FT. y\ ° ` y LBMAPE AREA = 4DI6 50FT.Wy Y x \ ro) s c TOTAL AREA = 6 36 SQFT. 5 STEM: �� rROP05ED SM DRA NAGE �s (DEDICATED TO RUNOFF �-� _ _ FROM ROOF AND AREA WITHIN TRIBUTARY AREA) CRI .� N `. \ .° gyp . 1 • �� n X• 2x520 S.F.(bRVI^lY)x 0.167 x IA = 42084 GUFT. :f., ;a, .-a°=' ,;U,{ C • 'aw.: .. �"¢. TD . < s : / Yn ` <, j �� 4.016 S.F.QIQDSGP) x 0.161 x 020 = 134.13 GUFT. APPROX.40 LINFT. -MEARIN 100 RESIDENTIAL DRIVEWAY DRAIN, rP:� _ 1' \,j�v,�n\ >. O �� \ • . ' ' - 486.14 CUFT.(ROOF) +420.84 GUFT.(DFZVWY) + ' Ile 4" WIDE FIBERGLASS REINF.AND REQUIRED FITTINGS �L r �J :o > <� • USE PROP05M MEARIW 100 FIBER6LA55 �-:_. p) 8'L6 FOR NORTH DRVWY ENT. : ;.�d� b'►�nu '�,� �,^ 11 PROP.S T��, • REINFORCED RE51DMAL KIT FOR RUN PARALLEL 134.13 GUFT.(LNDSGP) = 1.041.11 GU FT. AL 0) 12' L6 FOR SOUTH DRVWY ENT. °' ��d TO SANITARY SYSTEM - A 1�' L� y� ioc. 44 . '� LEAGHIN6 FIELD ID NO.GP5303-,0 VOLUME REQUIRED = 1.041.11 Ul� �OGI tT I OI�t M�f- p) 70 t_G PARALLEL TO SANITARY SYSTEM �� a Ta �� (BY O�TH�ER5) ... NOT TO SCALE ING INTERCONNECT AS SHOWN As'' ELI � �?�� O �� <�`�� PROPOSED STORM TRENCH DRAIN,TYPICAL IN 3 LOCATIONS USE: 4 -60051LD.STORM HTR LEACHPOOLS y INTERGONNEGT AS SHOWtd ' PROP05ED p > \ TOTAL REQUIRED TP-BiCH=APPROX.90 LIN FT 5 -4.75'W X 85L6 X 35'DP LEACHING 6ALLEYS / ' 1 5TORY n T M CONTRACTOR TO VERIFY LEN6TH5 AND FITTINGS REQUIRED FOR I -SOLID COVER AND 3 OPEN COVER s Y R l/ ^ VOLUME PROVIDED = S60A GUFT. �,y �� D �. 6�ADw SEI p� . Tp � .\ CUSTOMIZATION PRIOR TO ORDERING 5�TYP DTLS ON SHEET 2 4 -8'� x 35'LIQ.DP.L.EAGHIN6 POOLS 5 -85L6x45!Hx35'DP STORM HTR LEACHING 6ALLEY5, 0y ,p �'�" INTERCONNECT A5 SHOWN EL,be� �y PROP. a �='I�.Oi�OSED 51 TE PLAN a SOUTH DRIVEWAY E NTRANGE, VOLUME PROVIDED = 59136 Gl1FT. 2 - SOLID COVER AND 3 OPEN COVER "�c \ PORCH �� 1D d USE PROPOSED MEARIN 100 FIBERGLASS SITUATE AT: S 1 ` REINFORCED RE510MAL KIT, TOTAL VOLUME PROVIDED = 1,15136 GUFT. SANDY BEACH ROAD GREENPORT, NY �iy r0c e �3 \ %s �(,�5T i z PROPOSED ' ID NO.GP5303-13 ,L �/ / TOWN OF SOUTHOLD 5O '2 ��, �', \is �, N I� YTv d SUFFOLK COUNTY, NEW YORK EROSION CONTROL MEASURE. �° x �, �riy �p .c` ds/S �?- PROPOSED o1 t,11 SGTM NO.: 1000-43-03-10 INSTALL SILT FENCE IN LOGATION5 SHOWN e,e \ >}- \'900 8 2 STY ADD'N ti Ss / Jr_ USE: RESIDENTIAL AND PER DETAIL,SEE DWrS Not Tae , '� z I O a.6D'SD ,o �T%y 'SP �P °'•: SEPARATION 015TANCE REQUIREMENTS FOR FEMA FLOOD ZONE: AE (EL 6), X AND X* 1 5 MnN �Pcs, o ,g � � I��N TOG o'SSD , N N STORMWATI-R LEACHING STRUCTURES AND (SEE NOTE No.3 FOR FLOOD ZONE INFORMATION) PIPING(RESIDENTIAL): b� x� A \ i��sr B 13 ' CJT tJ °' . HORIZONTAL SEPARATION DISTANCES FOR STORM SITE DATA: EXI5TINO, PROPOSED: W0� � 91 O _ AREA OF SITE: 20x05 5.F. (0.480 AO) N.G. _ DRAINAGE LEACHING POOLS: i EHLr AL�16AN � �oO. ��c\ 9'Ic, 2nd STORY gJ' 'OSW ' BUI�LDIEN6S WITH GELLARRTY LINE = I=o'MINIt-IUM (TO EXI5TING BULKHEAD AND �q� ADDITION ti f11 BUILDING-5 ON 5LAB - 5'MINIMUM HIGH WATER MARK) (n 45E5DP1&1�1%HATER WATER SERVICE LINFJLATERAL5/MAIN5 = 10'MINIMUM O X62 \ << �� UNDERGROUND UTILITIES = 5 MINIMUM , u -_`�-- SANITARY SEPTIC TANK - 20'MINIMUM APPLICANT/OWNER \ Lx \ pRpp 1l PROPOSED W DIA PRECAST CONCRETE KRAMER AND KOOLIK w t- e 2 STORY DRAINAGE STRUCTURE,TYPICAL OF 4 SANITARY LEACHING POOL = 20 MINIMUM W N PROPOSED \ ADDITION � � SEE DETAIL ON SHT NO2 MANHOLE STATIONPUMP 20'MIO'MUM IP1JM • X f15 \ DISTURBANCE ft A \ PRIVATE WELLS = 50'MINIMUM ` 0�O �► Ip~ a \ d„ �� ' PR�PE� DRAINAGE TRIBUTARY: RETAINING WALLS = 10'MINIMUM - �� : -C/ x�-T TOTAL AREA = 6,536 50.FT. FUEL STORAGE TANKS(BEt.OW GROUND) - 20 I.DEED REFERENCES ARE TO DEED LIBER 12606 PAGE 377. Q 6� TCL e i MINIMUM o� .�5• (J D 9. PERVIOU5 DRIVEWAY =2,520 SQFT. k .' x64 EL k J 2.ELEVATIONS ARE REFERENCED TO NAV.D. Ig88 DATUM u \ LANDSCAPE AREA = 4.016 56.FT. W m X x¢3 x \gp / EROSION CONTROL MEASURE: HORIZONTAL SEPARATION DISTANCES FOR STORM EXI5TING ELEVATIONS ARE SHOWN THUS: � X \ + DRAINA6E NON-LEACHING STRUCTURES: Md/)• Q4 \ INSTALL INLET PROTECTION PE3R DETA WATER SERVICE LINE5/LATERAL5/MAIN5 = 5'MINIKH EXISTING CONTOUR LINES ARE SHOWN THUS: -5--- X Z LL 2b (TYPICAL OF 6)SIE DWG No.2 UNDERGROUND UTILITIES= 5'MINIMUM F.FL. - FIR5T FLOOR O '� __ \ �y 6.FL.- GARAGE FLOOR LQ O "LQ VERTICAL SEPARATION DfSTANGt FOR STORM T.H. - TOP OF BULKHEAD 6 DRAINA6E LINE- U55 RS-16WATER D EI5LIJES = 18"MINIMUM O = Q//0/,°t2 3.FLOOD ZONE INFORMATION TAKEN FROM: LU \ 7 WOLF SANITARY WASTE LINES = 18 MINIMUM Q. r .• 55 \ XU R21G1i/RD A FFDLER FLOOD INSURANCE RATE MAP No.3610300I76H TIDAL hETtAH)5 SMARY �� i MARILYN P.REDLER O A' AS DE1EATED BY ` ZONE AE: BASE FLOOD ELEVATIONS DETERMINES EN-004 LTANTS ON 1010912x3 6 6 0 `'11:6011N�,� �S -'` EROSION CONTROL MEASURE: ZONE x! AREAS OF 0.2%ANNUAL CHANGE FLOOD;AREAS OF I%ANNUAL HIC* \ Mx y INSTALL SILT FENCE IN LOCATIONS SHOWN GRANGE FLOOD WITH AVERAGE DEPTHS OF LESS THAN I FOOT m hl4r)�j \ s NG-CIER rbN-TLRF tU •/j' � �. �� x� � /�aFFERc�uBa? �'o ,�� AND P13t DETAIL,SEE DWG No.2 OR WITH DRAINAGE AREAS LE55 THAN I SQUARE MILE; AA RA .j 126x1 PP6E 975 `� h •• 77,3 ` � \ tv AND AREAS PROTECTED BY LEVEES FROM ISI;ANNlvAL GRANGE FLOOD.NN H4ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN. 0 ZR \ OD lg34 ��t www.dignetnycfi.com •4F� �'Y 1� \� °�� P'-Q��'i Of ffWYX ON or DRAINAGE INSPECTIONS ARE REQUIRED ENGINEER: EXEROf45 6- �x s �a �\ �,y &� � www.catt811.com Contact TOS Engineering at 765-1560 before �eAL;t'T 81 Uj\,�D.\qj� (for other states) Backfill, OR Provide Engineer's Certification � OF N j . /� H'&H 61in Rr that the drainagge� has b tallP�to Code. �P EY 6 p r, A5 Tam 800-212-4480 1811 EROSION &SEDiIVENTg�� fIDCS srA� l j` °� 0�1oi0�s Shall include but not be limited to: By law,excavators and contractors working in the For safety reasons,homeowners are strongly A well maintained Construction Entrance, C� five boroughs of New York City and Nassau and encouraged to call as well when planning any Wire Backed Silt Fencing,stabilization& m w x Suffolk Counties on Long Island must contact type of digging on their property.Homeowners I � Sepljjp Of Qxposed and/Or inac2EvQ SL):1IS- O SITE PLA DigNet,1-800-272-4480 or 811,at least 48 hours can contact us directly at 1.800-272-4480 or by 'g A 01 but no more than 10 working days(excluding calling 811,the national call before you dig SOF weekends and legal holidays)prior to beginning number.For excavation work completed on FSSIOt',� any mechanized digging or excavation work to personal property,it is the contractors APPROVAL OF STORMWATER MANAGEMENT F 20RAPH ensure underground lines are marked, responsibility-NOT the homeowners-to contact JEFFREY T. BJT'LER,P.E. 10 0 20 40 bo 80 loo � CONTROL PLA •TL507 Code a 236 GRAPHIC SCALE I" = 20'-O" Excavators and contractors can also submit DigNet Having utility lines marked prior to � �� k locate requests online,through ITIC.If you do not digging is free of charge. Date:- currently use ITIC,please call 1-800-524-7603 Approved b f for more information. PR Y• O GENERAL NOTES �. 6RADE A EL 75 I. MMING5 ARE NOT TO BE SCALED;b IONS TO 6OVERN.PROJEGT Z O V LEGEND. COORDINATOR SHALL BE NOTIFIED OF ANY 0156REPANCIE5. W I-- z - 2. SPECIAL CARE SHALL BE TAKEN TO A55URE MINIMUM DISRUPTION OF ALL v W OCCUPIED PREMISES,EXISTING IMPROVEMENTS AND UTILITIES. Z O O COMPACT FILL 3. GENERAL CONTRACTOR SHALL PROTECT THE SAFETY OF THE GENERAL PUBLIC, LL1 R- OZ ED LU EXISTING GRADE x 6.o BY ERECTING ALL REQUIRED BARRICADES TO PERMIT SAFE PASSAGE DURING Z 1 : > p NORM DRAINAGE LINE/ x GONSTFZUGTION. ts)- tU m O Z O SANITARY SERER ------------------- 111 TDP E1.=6Bg Z PROPOSED HATER-5ERVICE LINE OROSSIN& NOM:STORM DRAlNA6E PIPE WATER SERVICE rf- w- �T� 4. NO MATERIAL SUBSTITUTION SHALL BE MADE WITHOUT FIRST INFORMING THE O�T u-1 (�/ Oj ~ � LY EL b.56' STANDARDS FOR APPROVAL PLANS AND CONSTRUCTION FOR SEYJA6E DISPOSAL SYSTEMS FOR OTHER THAN Fln.FI.EI. EN6INEER.SUBMIT 505TITUTE MATERIAL SPEG5 AND SAMPLES FOR APRVL, IN F+i 0� IO rf) < Q- CL SINGLE-FAMILY RESIDENCES STORM DRAIN sD FINISHED FLOOR ELEV. WRITING TO THE ENGINEE3R PRIOR TO COMMENCEMENT OF WORK. ►Z d' Q CL XIX SEP.OF SEWER AND WTR LINES �p TEST HOLE SANITARY SEPTIC TAMC � 5. ALL MATERIALS ARE TO BE NEW AS SPECIFIED PER CONSTRUCTION Q O (V I PARALLEL INSTAL J ��-, , DOCUMENTS. ANY USED FIXTURES OR USED MATERIALS ARE NOT AGGI 'TABLE Q z FLOW ARROW r-_� �'� (BY OTHERS) . • EXCEPT A5 NOTED. W O O O A)SE ER5 SHALL BE LAID AT LEAST IO'HORIZ.FROM ANY EX OR PROP.HTR MAIN OR LATERAL.THE DIST.SHALL BE MEASURED EDGE TO EDGE. BY MGDONALD 6EOSGIENCE O HAND EXCAVATE AROUND B)IF IT 15 NOT PRACTICAL TO MAINTAIN A HORIZ.SM.OF lo',SCOWS MAY ALLOW A DEVIATION ON A CASE-BY-CASE BA5I5.SUCH DEVIATION MAY ON NOVEMBER I5, 2011 STORMWATER r --I r--1 �___� b. GENERAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF ALL 1Y HATER MAIN AND ALL SANITARY L.EAGHIN6 GALLEYS �L ALLOW FOR THE INSTAL.OF THE SEVER TO BE A MIN.OF 5'TO A WTR MAIN OR LATERAL,PROVIDED THAT THE BOT OF HTR MAIN OR LATERAL. • O 1 1 OTHER CONTRACTORS,AND BUILDING MANAGEMENT. Z Q OTHER UTILITIES IS AT LEAST 18'AEN THE TOP OF THE SEVER LINE. 6ROUNDKATER ENCOUNTER AT LEACHING 6ALLEY L_ _J L__J (BY OTHERS) W � �- G)IF THE VERT.SEP.AS DESCRIBED IN ITEM 2 ABV CANNOT BE OBTAINED,SM5 MAY ALLOW A MAA110N ON A CASE-8Y, BA515.5XH 7.0' BELOW 6RADE �-----� 7. ALL MATE=RIALS WILL BE MATCHES AND ALL 5PEC IAS AND IRREGULARITIES IN < TOP EL. 3.3* DEVIATION MAY ALLOW FOR THE INSTAL.OF THE SEVER TO 13E A MIN.OF 5'TO A HTR MAIN OR LATERAL,PROVIDED THAT THE BOT OF THE STORMWATE3R (0) SANITARY EXPANSION 6ALLEYS ;--- MATERIALS AND COLOR MATCHES OR OTHER SPECIAL SITUATIONS WHICH PROP05M WATER SERVICE WTR MAIN OR LATERAL 15 AT LEAST 12"ABV THE TOP OF THE SEVER LINE AND BOTH ARE GOt6TV OF PRE55.�M RATED PIPE. EL.i•4' O' L.EAGHIN5 POOL 1W/OPEN 6RATE � / (5O�FUTURE EXPANSION, �---� REQUIRE ADDITIONAL CONSIDERATION SHALL BE BROUGHT TO THE ATTENTION � 1L1 � v LL O N BOTTOM El.:322' 2.GR055►N165 DARK BROWN LOAM OL BY OARS) OF THE PROJECT COORDINATOR FOR APPROVAL PRIOR TO INSTALLATION. m LL O 1 A)THE CRO%IN,9 OF WTR AND SEVER LINES SHOW BE AVOIDED UM.E55 PROVEN ABSOLUTELY NECESSARY. B'b'4 ,, 1' STORMHATER ( • 1 8.ALL MANUFACTURE IN5TRUGTION5 SHALL BE FOLLOWED COMPLETELY. . � �- O eT0 BE VERIFIED IN B)HTR LINE OVER SEVIER LINE IN THE EVENT THAT THE WTR LINE MST GROSS OVER THE 56-ER LIPS,THE FOLLOWING CONDITIONS SWILL BE MET: W BROWN CLAYEY SAND SG LEAGHIN6 POOL W/SOLID COVER � / q. REMOVE ALL DEBRI5 AT END OF EACH WORK DAY IN ORDER TO A55URE A FIELD PRIOR TO 1.SEVIER ER LINES SHALL BE LAID BELOW THE MR LINE AND PROVIDE A SEP.OF AT LEAST 18'BETWEEN THE BOT OF THE WTR LANE AND THE 0 ' CLEAN AND WELL KEPT ENVIRONMENT. Z O EL. 4.4 GISTTlIIGTION TOP OF THE 5EV✓ER LINE;AND 3' F.XISTINL6 CONTOUR �- _b__ 10.PLUMBING AND ELECTRICAL CONTRACTORS ARE RESPONSIBLE FOR SIGN-OFF < O II.SEVER LINE JOINTS SHALL BE MIN.l0'FROM THE POINT OF GRO55NNG;AND ,.t- O FROM BUILDING DEPARTMENT UPON COMPLETION OF JOB. lsl " 111.W14EN IT 15 NOT PRACTICAL TO OBTAIN AN I8 INCH SEP.,BOTH THE HTR AND SEVER LINES SHALL.BE C06TV OF PRESSURE PIPE AND Ej 15TIN6 OVERHEAD WIRES -�� -�� -�� - 11.ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF OF ONE YEAR UNLESS Z LL1 HAVE A MIN.SEP.OF 12'BETWEEN THE BOT OF THE HTR LINE AND THE TOP OF THE SEVER LINE. J .� BROWN FINE TO G)SEVER LINE OVER HTR LINE IN THE EVENT THAT THE SEWER LITE M115T GROSS OVER THE WTR LINE,THE FOLLOHNO COPDIT10 6 SHALL 13E MET: il] COARSE SAND SW OTHERWISE NOTED. ALL CONTRACTORS SHALL SUBMIT THIS GUARANTEE IN O O Q G I.ADEQUATE STRUCT.SUPPORT SHALL BE PROVIDED FOR THE SEVER TO MAINTAIN LINE AND 6RADE;AND OND HTR ® r�... ! WRITING WITH REGUE5T FOR FINAL PAYMENT. G PETAIL J ORM D ' J�t IL WTR uNE AND SEWER LINE 1o1NT5 SHALL BE MIN.of FROM THE POINT OF CROSSING;AND F MATERIALS AND EL. 0.4' .:': • • i� EROS ION CONTROL EOEND: 13.GA5 ELEG12. ALL RTRIG55EEV EOSHALL BE OF FIRE R,POHER,HATER AND OTHER SERVICE 5 RVICE CONNECTIONS Q III.THE ENTIRE L.E%TH OF SEWER LINE BETWEEN ADJ.MANHOLES OR OTHER SANITARY STRIGTURE5 SHAD_BE C06TV 0 :� 1`l L L '`i � � Q �C 1/I GE /"l�O��'1\J/,�, JOINTS THAT ARE EQUIVALENT TO HTR MAIN STANDARDS OF CON5T.;AND SHALL BE 015GONNEGTED,REMOVED OR SEALED IN CONFORMITY WITH THE 1� L Y VR t`6 IV.A VERT.SEP.OF AT LEAST 18'SHALL BE PROVIDED BETVEEN THE BOT OF THE SEVER LIME AND THE TOP OF THE WTR LINE.IN THE EVENT SILT FENCE APPLICABLE RE6ULATION5 OF THE PUBLIC UTILITY OR THE MUNICIPAL AGENCY NOT TO 50ALE THAT T4I5 DIST.GA*M BE MAINTAINED,SGDH5 MAY ALLOW A DEVIATION ON A GA5E-BY-CA5E BASIS.IN NO CASE SHALL THE SEP. HAVING JURISDICTION DURING DEMO PHASE. P A G7 E DIST.13E LE55 THAN 12'BETWEEN THE BOT OF THE SEVER LINE AND THE TOP OF THE WTR LIME. HATER IN BROWN FINE 14. FOLLOW APPLICABLE STANDARDS IN DOCUMENT5 AND PUBLIGATION5 OF THE XX.SEP.OF SEVER AND DRAINA6E LINES TO COARSE SAND SW AREA TO BE PROTECTED: FOR E3R0rION CONTROL DETAILS FOLLOWING ASSOCIATIONS AND AGENCIES: NATIONAL FIRE PROTECTION UTILITY GR05551NG TABLE: I.SEWERS,SHALL BE LAID AT LEAST 5'HORIZ.FROM ANY EX OR PROP.DRAINAGE LINE.THE DIST.SHALL BE MEASURED EDGE TO EDGE. SEE DH6 NO2 N0. UTILITIES INV EL 2.IN THE EVENT THAT THE DRANNA6E LINE MUST CRO55 OVER THE SEVER LINE,THE SEVER LINE MUST BE CON5T'D OF DUCTILE IRON PIPE UNLESS A SEP. ELECTRIC (NEPA), TU ERWRITECS LABORATORIES, INC. LAN NATIONAL DIST.OF 18 OR MORE'15 MAINTAINED. ELEGTRIGAL MANUFACTURES ASSOCIATION MEMfU,AMERICAN NATIONAL 656' 3.IN THE EVENT THAT THE SEVIER LINE MI5T GROSS OVER THE DRAINA6E LINE,THE SEVER LINE SHALL BE CONST'D OF DUCTILE IRON PIPE FOR A DIST. EL.-9b' Ii: -': 5TANDARD5 INSTITUTE (ANI51). STORM WATT 58RVIGE 65V OF 3'HORIL INTO VIRGIN SOIL. SE ASSOCIATED GALL-OUT 14. ALL AREAS LOCATED SEAWARD OF THE TIDAL WETLANDS BOUNDARY SHALL 122' 4.IF PERIMETER ROOF DRAINAGE PIPING 15 INSTALLED NEAR THE FACE OF THE BLDG,ALL HOUSE CONN.H)5T 13E C01,15'T'D OF D.I.PIPE FOR 10'FROM FOR PROTECTION MEI.ID NOT BE MOWED OR OTHERWISE DISTURBED. SEE DETAILS THIS%aT THE BLDG. of 2 WOVEN WIRE FENCE SYMBOL SEPARATION 1215TANGE REQUIREMENTS FOR 50'MIN. EXISTING 220'WOOD FRAME (MIN. 14 1/2 GAUGE STORMBATER LEACHING SUM TURFS AND www.di,netnycli.com PAVEMENT W/MAX. 6" MESH of Y C or to,MAX, x � � � � �E PIPING(RESIDENTIAL): G.TO G. HORIZONTAL SEPARATION DISTANCES FORSTORMl 11.00M & 15,ANP (for thelsstates) / kn STAKE DRAINAGE LEACHING POOLS: " PROPERTY LINE = 5 MINIMUM Ex15TIN6_J FILTER -f MOUNTS -� FABRIC POSTS DRIVEN MI1N. LENGTH FN��I6 BUILDINGS WITH CELLAR = 10'MINIMUM 800-212-4480 811 �D CLOTH PROFILE BERM /� c' -2- -� 5o'M1N. (OPTIONAL) INTO GROUND. BUILDINGS ON SLAB= 5 MINIMUM WATER SERVICE LINE/LATERALS/MAIN5 = 10'MINIMUM .�J UNDERGROUND UTILITIES= 5'MINIMUM l/ Z SANITARY SEPTIC TANK = 20'MINItlH By law,excavators and contractors working in the For safety reasons,homeowners are strongly z - �1= FE6'HT OF FILTER SANITARY LEACHING POOL = 20'MINIMUM five boroughs of New York City and Nassau and encouraged to call as well when planning any � _�_� I o �wl •�. w • : _ = Ib'MIN. EXISTING - v PUMP STATION = 20'MINIMA Suffolk Counties on Long Island must contact type of digging on their property.Homeowners f[5=_" � 4 �, I� y y y .v MANHOLE =20'MINIMUM GROUND _�I I , DigNet,1 800-272-4480 or 811,at least 48 hours can contact us directly at 1.800-272-4480 or by 1' _ _ - v �` 0 fj� z PRIVATE WELLS= 50'MINIMUM but no more than 10 working days(excluding calling 811,the national call before you di ov .i. W y y y. 9 Y ( 9 9 Y 9 12'MIN. EXISTING / �' 0 � .v RETAINING WALLS = 10 MINIMUM � 't �� y y 14, y � weekends and legal holidays)prior to beginning number.For excavation work completed on L4 PAVEMENT y FUEL STORAGE TANKS(BELOW GROUND) = 20 any mechanized digging or excavation work to personal property,it is the contractor's DROP INLET BURL FABRIC MINIMUM ensure underground lines are marked. responsibility-NOT the homeowners-to contact WITH GATE PERSPECTIVE VIEW PLAN VIEW Z FRAC HORIZONTAL SEPARATION D15TANGE5 FOR STORM Excavators and contractors can also submit DigNet.Having utility lines marked prior to r - 36" MIN. FENCE P05T -� DRAINAGE NON-LEACHING STRUCTURES: locate requests online,through ITIC.If you do not digging is free of charge. currently use ITIC, lease cat]1-800-524-7603 WOVEN WIRE FENCE (MIN. 14 V2 � WATER SERVICE LIIv'ES/LATERAL5/MAINS= 5'MINIMUM Y P yq RM �- GAUGE W/ MAX. 6" MESH N UNDERGROUND UTILITIES = 5'MINIKH for more information. CONSTRUCT I ON SPEC I F I GATT ONS �--ti - SPACING) WITH FILTER CLOTH 3 VERTICAL SEPARATION DISTANCES FOR STORM �- I I I I I ..�....`.. FLOWZ DRAINAGE LINES: � UNDISTURBED GROUND WATER SERVICE LINES = 18'MINIMUM I.STONE SIZE-USE 2"STONE,OR RECLAIMED OR RECYCLED GONGRETE EQUIVALENT. /"�- �_ tSATH� � I ( fl( I I SANITARY WASTE LINES = l8'MINIMUM COMPACTED ��IL 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RE510ENGE LOT DERE AT GARNERS 6 CAST IRON FRAME AND COVER TO GRADE A 30 FOOT MINIMUM LENGTH WOULD APPLY). ��`� EMBED FILTER �GLOTH CAMP6ELL 11&2 G OR APPROVED EQUAL 3.THICKNESS-NOT LESS THAN 51X(6) INCHES. A MIN. OF 6" IN GROUND. z 4' FINAL GRADE 7 4.WIDTH -TWELVE(12)FOOT MINI",BUT NOT LE55 THAN THE FULL WIDTH AT GONSTRUGT I ON SPEG I F I GAT I ON5 5E07`ION VIEW Z 10• POINTS TO SITE E6REs5 {ow(24) FOOT IF SINGLE I.FILTER FABRIG 5HALL HAVE AN E05 OF 40-85.BURLAP MAY BE USED FOR SHORT GON5TRUGTI ON SEEG I F I GAT)ON5 15,P��M% �� ® ® MIN. 6�R� TERM APPLICATIONS. 1%MK(AS REXRED) ® ® 21 5.FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING 2.GUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.IF JOINTS ARE NEEDED 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE P05TS WITH WIRE TIES ® ® ® LU � � I OF STONE. THEY WILL BE OVERLAPPED TO THE NEXT STAKE. OR STAPLES.POSTS SHALL BE STEEL EITHER'T'OR T"TYPE OR HARDWOOD. 3' MIN. C o 3' MIN. PIH o � ® ® � 1 6.SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- 3.5TAKE MATERIALS WILL BE STANDARD 2"x 4'WOOD OR EQUIVALENT. METAL WITH A 2.FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE �°STM POLYET1fr leCE�a ® @ ® w L 1 SIZE. CONSTRUCTION ENTRANCES SMALL BE PIPED ACROSS THE ENTRANCE. IF PIPING 15 MINIMUM LENGTH OF'3 FEET. WRAP 5FABRIC A)S WITH FENCE WITH TIES SPADED EVERY 24 AT TOP AND MID SECTION. t7RN INLET ro 5u CONN■ lo'o MIN �® � Imo-- � '� � � FILTER FABRIC NSE 5D TO 5D COW■ 15'O MN ® � ® �� ® D 6E0'TEX 351,BY PROPEX) -A IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM IS FENCE SHALL BE WOVEN WIRE,1:2 I/2 6A116E,b'MAXIMUM MESH OPENING. POLY VINYL t,Ht.orxlvE(FVC) � 1.MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL INCHES DEEP.SPANS 6REATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF ROOF LDR CONN=4'0 MIN PREVENT TRACKING OR FLAWING OF SEDIMENT ONTO PUBLIC R16HT5-OF-WAY,ALL WIRE MESH BEHIND THE FILTER FABRIC,FOR SUPPORT. 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- m TO&ALLEY-4'0 MIN SEDIMENT SPILLED,DROPPED,WA5HED OR TRACTED ONTO PUBLIC,RIC -OF-WAY 5.FABRIC,SHALL BE EMBEDDED I FOOT MINIMUM BELOW 6ROUND AND BACKFILLED. IT LAPPED BY 51X INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, 8'-O' DIA. NON-RATEABLE MUST BE REMOVED IMMEDIATELY. SHALL BE 5EGURELY FASTENED TO THE STAKES AND FRAME. MIRAFI IOOA STABILINKA T14OR OR APPROVED EQUIVALENT. iv � 501L 8. WHEN WASHING 15 REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH b.A 2'x 4'WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC, 4.PREFABRICATED UNITS SHALL BE 6EOFAB,ENVIROFENGE,OR APPROVED EQUIVALENT. END W1R STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. FOR OVER FLOW STABILITY.MAXIMUM DRAINAGE AREA I ACRE Q.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN COLLAR MATET2IAL� 6" MIN. 'BUL6E5" DEVELOP IN THE SILT FENCE. f (PENETRATIOW U6.DEPARTMENT of A6RIC.ULTIURE STABILIZED U.S.DEPARTMENT OF A6RICULTURE FILTER FABRIC V RATABLE SOIL NATURAL RESOURCES CONSERVATION SERVICE U.S.DEPARTMENT OF AGRICULTURE NATURAL RESOURCES C.O�`VATION SERVICE DROP INLET NATURAL RESOURCES CONSERVATION SERVICE SILT - - - NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL C,06ERVATION CONSTRUCTION NEK YORK STATE DEPARTMENT OF ENVIRONMENTAL C0N5IRVATTON NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION UNDERLYING SAND AND GRAVEL STRATA NEW YORK STATE 501L t WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK STATE 501L t WATER G. VATION CO"TT E PROTECTION NEW YORK STATE SOIL d WATER CONSERVATION COMMITTEE FENCE `_�• O NOTES I.COLLAR DEPTH 15 NOT REQUIRED WHEN RATABLE MATERIAL EX15TS FOR FULL DEPTH. 2.DOLLAR MATERIAL SHALL BE CLEAN GRAVEL ONLY. W 3.ALL DRAINAGE STRUCTURES MUST BE WRAPPED WITH FILTER FABRIC. 4.U5E 15'DIA CORRUGATED HIGH DENSITY POLYETHYLENE(HDPE)HEAVY DUTY PIPE FOR INTERCONNECTION OF ON-51TE STORM WATER LEACHING POOLS (() A.HDPE PIPE SPECIFICATION(AASHTO M-2q4) O B. INSTALLATION OF HDPE SPECIFICATION(ASTM D-2321) G.WATERTIGHT JOINT TE-5TING SPECIFICATION(ASTM D-3212) W ( X D.GASKET SPECIFICATION(ASTM F-41T) Q �4 XZ LL TYPICAL STORM HATER (O O EA!reHIN( POOL 52) DETAIL pq � z � (FOR HIGH GROUND WATER) NOT TO SCALE E4 O Oto 5" loll ENGINEER= DF NSI irnt LU Lij `i S CC C A,r 0� 3 3c , END VIEW - END WALL ° 4" TYP 7'-ID" JEFFREY T.BUTLER,P.E. 5161 I. CONCRETE 4p00 PSI 6 28 DAYS 2.REBAR TO BE ASTM A-615 GRADE 60 Oz IDP MEN 3. WELDED WIRE FABRIC ASTM A-185 4.DESIGNED FOR AA5HT0 HS-20 LOADING 5.TOP SLAB AND WALL ARE MONOLITHIC Z Q 10" DIA. PIPE KNOCKOUT RECE55ED CONCRETE v QL U_ LQ (EACH SIDE) n 21-Ow� 5' COVER W IL O Z m LU m O Z - --- ---- ------- r- - -- --� 0 LU CL 0 IMEARIN 100 FIBERGLASS REINFORCED �� I ® ® ® �J I ® ® � Q DRIVEWAY DRAIN KITS: 4'WIDE FIBERGLASS-6 TON LOAD-COMMERCIAL GRADE ® ® ® r O O O COMPLETE SYSTEM-EACH KIT INGL.UDE5= O QC SPECIFIED NIA-eER OF ONE METER 5EGTION5 OF TRENCH DRAIN. 1 ' ® ® ® ® ® ® ( rn 18" DIA. HOLE [� SPECIFIED NUMBER OF GALVANIZED SLATTED GRATES(6 TON LOAD RATEING) ■ ® ® ® ® ® ® ® ® SPECIFIED NUMBER OF GALVANIZED LOCKDOWNS FOR TIME GRATES. 2-END GAPS THAT CAN 0150 BE OUTLETS ( ® ® ® (` I -BOTTOM OUTLET CONNECTOR. W W LL I LL I -DIRT GRATE THAT FITS THE OUTLET. DUMMY CUP 10' LEACHING CHANNEL FEATURES: TYP. TYP HOLE,TYP. -' P �____2=-0•____I �"' O FIBER6L A55 REINFORCED POLYESTER,EXTENSIVELY PROVEN CHER MANY YEARS VQ LL LI6HTWE16HT,STABLE,A13LE TO WITH5TAND EXTREME L.OAD5. Zx O .. FR05T PROOF,RUSTPROOF,ABRASION AND HEAT RESISTANT. 0 EXTREMELY RESISTANT A6AIN5T SALTS ACIDS OI GASOLINE HOT ASPHALT AND N CN ks) L, GROUND WATER N .. LIQUID MANURE5. z W SPECIAL RIDGES PROVIDE OPTIMAL ANCHORAGE AND BRACING DURING CONCRETE O Z {� POUR ID VI END VIEW - INTERMEDIATE 1_ Z � O p SELF GLEANING DUE TO 1T5 VERY SMOOTH BASE AND FAVORABLE CROSS,SECTION. EASY TO INSTALL u01 - GRATE FEA•URES- LEACHING GALLEY DATA GALVANIZEDAD STEEL SLOTTED PRATING. INTERNAL DRAIN WALL INTERNAL VOLUME APPROX. DRAIN OPENINGS WEIGHT lSl WHEEL LOAD TO I TONS FOR PASSENGER AND RI IED P DIAL VEHICLE TRAFFIC. GF GAL. TOTAL 51ZE ANGLE (Lb) P A�E STANDARD LACKING BAR WHICH FITS IN PREFORMtED RECESS IN CHANNEL WALL WALL HOT. AREA(5F) AND BOLT DRAWS THE GRATE TO THE BAR 3'-6" 541.5 112 1 838 40 3/4' X be 1 14 DEG. 1065 FOR MORE INFORMATION SEE: WWNLTRENGHDRAIW_-VPPLYLOM STORM WATER LEACHING GALLEY DETAIL (LG) 5GALE: N.T.S. of 2 SURVEY OF PROPERTY SITUATE GREENP ORT TOWN OF SOUTHOLD SANDYSUFFOLK COUNTY, NEW YORK BEA.0 AJ) S.C. TAX No. 1000-43-03- 10 : .• a ' ab' ` . . FS°� SCALE 1 "=20' q • • �• A F � Posr¢�c , s_ e� Ge� �s OCTOBER 6, 2010 Vcf o9 JANUARY 4, 2012 ADDED TOPOGRAPHICAL SURVEY ;�, _5' 100 APRIL 25, 2012 ADDED PROPOSED HOUSE 400.pp' . SEPTEMBER 26, 2013 REVISED PROPOSED HOUSE COLICFLKIND x \ • :•' ��y NOVEMBER 21, 2013 REVISED SITE PLAN 0 2 1(F<. 7 t ' Rte) \ e ,P AREA = 20,905 sq. ft. �'� .q� AEON. \ \ � a i � . • '9 ONF X�6� a e Mc��^ c� • 1q, (TO BULKHEAD & 0.480 ac. �O FDA •.•• S NOTES: HIGH WATER MARK) 1. DEED REFERENCES ARE TO DEED LIBER 12606 PAGE 377. i• 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM Ex►s'11NG WATER LINE • EXISTING ELEVATIONS ARE SHOWN THUS: � TO BE RATED ZONE AE (EL. 6) EXISTING CONTOUR LINES ARE SHOWN THUS: - - -s- - J� tA F.FL - FIRST FLOOR <-Il� Y� A \ !�. .��„.� E )('K G.FL. - GARAGE FLOOR T.B. - Tor of BULKHEAD v\.. . ' ! �\ ` •e B.B. - BorrOM of BULKHEAD `o� &fie �\� 3. FLOOD ZONE INFORMATION TAKEN FROM: gyp•- .t 1 / j •' e ' FLOOD INSURANCE RATE MAP No. 36103C0176H �� \ • ZONE AE: BASE FLOOD ELEVATIONS DETERMINED •• x ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL 4i� CJ <' /� CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT ` r S/ �•• ' �`'�'' ' ' OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; q• \ 70 • \�•• AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. • ,� ii ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. s90 ,{ � ' �p *°� How / a" 4. MINIMUM SEPTIC TANK CAPACITIES FOR A 6 BEDROOM HOUSE IS 1,500 GALLONS. 0�r'r 1 TANK; 10 DIA. 3 DEEP • C_ !! \ w- 5. MINIMUM LEACHING SYSTEM FOR A 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. /s � 0 'x'J� e :. .cry 8 GALLEYS, (4.75'x 8.5) 2 DEEP TEST HOLE DATA rsG 9. s �� o ��z !'��' ! 1 a' (TEST HOLE DUG BY MCDONALO GEOSCIENCE ON NOVEMBER 15, 2011) pI PROPOSED EXPANSION GALLEY EL 7.4' 0• 41,% PROPOSED G�P � 1 �S��S � <\ o • /!' •• '•\ l.• '• ..•�.••• • yy::�-i:•: ... DARK BROWN LOAM OL ! •. a (�p�11' ��J0� s S /T�.p�`b ''':.'•.. -.�y •::••,,a- .. e. 71 PROPOSED LEACHING GALLEY i BROWN CLAYEY SAND SC 3• O,00�'.o0.P ��.��Z`p / ��! " PROPOSED SEPTIC TANK A /cti�� / \ •-� 4-. wrn m 6. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD BROWN FlNE TO COARSE SAND SW r� X_zA y `'rc� 8.4' b. �' W i t p qS O ' • -1 Ln t,,) -4 AND/OR DATA OBTAINED FROM OTHERS. >; �Q� fJ-� =gyp' "• /•P T S� 0.1 ° • ' 7. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND b y Oyu- .�¢ 4a'o\ / 1 • REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. EL 0.4' 7' 1 f^i \ e' Nz,, �P�1 T*1 8. NO ADDITIONAL FILL SHALL BE NEEDED. �?s°F PRO . PIS CIE AREA ---- !! / G� ! EXISTIPJG BUILDI1:r COVEP,AGE O.ER EXl'STING BUILDING COVERAGE OVER x¢2 �y'O� = 12832 sq. ft. _ ° / / Q.��,O I TOWN BUIL ABLE LAND NYSDEC ADJACENT AREA WATER IN BROWN FINE � VF-_7 ].g -��,�/�Oc°;/ F' /! / A'� ! (UPLAND LOT AREA = 20,703 sq. ft.) (UPLAND LOT AREA = 20,703 sq. ft.) TO COARSE SAND SW APPR IMATE TION OF- \ ; f / �h�' 1 ► !` SEPTI BY OTHERS ! /�> DESCRIPTION AREA X LOT COVERAGE DESCRIPTION AREA X LOT COVERAGE 0 BE REMOVED (SEE NOTE No. 7) �. HOUSE 1 956 s ft. 9.5Y. `� q• HOUSE 1,956 sq. ft. 9.5% 17' 6) Z j Z SHED 89 sq. ft. 0.4% SHED 89 sq. ft. 0.4% �� -� k! CONCRETE DRIVEWA TOTAL EXISTING 2,045 sq. ft. 9. & WAL 9% KS q 1,515 s ft. 7.3Y. TOTAL EXISTING 3,560 sq. ft. 17.2%. Z& CO PROPOSED BUILDING COVERAGE OVER 6 " x G � TOWN g (UPLAND AREDAB 20,703 sq. ft.) PROPOSED BUILDING COVERAGE OVER y �,� ( q• NYSDEC ADJACENT AREA x.li..) �5��p� 0 x`�� p� 0�\OI��,9y DESCRIPTION AREA % LOT COVERAGE (UPLAND LOT AREA = 20,703 sq. ft.) N��q�ND�r c10 cRo�- \ x HOUSE 2,630 sq. ft. 12.7X DESCRIPTION AREA X LOT COVERAGE S 0 NC.' N %�� G�yFoo �►cF �' \ \ crj 1k5 `� Gy' PORCH OVERHANGS 281 s ft. 1.4% HOUSE 2,630 sq. ft. 12.7%. N q 62. ?wa °a �• °� _ ?sti ��1 PORCH OVERHANGS 281 sq. ft. 1.4% , QDO e CNs'�° F�a61 tiD�sy� fS, - sFo o� �r y�. DECK 430 sq. ft. 2.1% 9, �� ?�'p � �0 IGH WATER 9.i�FN`C��V \ r1?68 0�ffN rU 1ry�� s° DECK 430 sq. ft. 2.1% 3 1'. �+nR= A, x cr C C �G f 9jBER ` est OUTSIDE SHOWER 25 sq. ft. 0.1.G N C-_- A' woocD 9 aN S 2'yFo � , SHED 89 sq. ft. 0.4Y. OUTSIDE SHOWER 25 sq. ft. 0.1% IV Y RAMP /? 3e9 \ O, ��'3 - - oo' 72• WOOD wgrfR \ \ SHED 89 sq. ft. 0.4% 18, 4 25" w --_f DEEP 4S );; BOHfAORACDNG hog TOTAL PROPOSED 3,455 sq. ft. 16.7% 46' --- - �/ \ 5, � j ��TFgV� TOTAL PROPOSED 3,455 sq. ft. 16.7Y. GROINS -- 67.� PREPARED IN ACCORDANCE WITH THE MINIMUM 8! T,B Zx \S D STANDARDS FOR TITLE AND APPROVED-AND SURVEYS ESTABLISHED A OP S� E - FEB - 6 201413Y THE O� W _ FOR SUCH USE BY THE NEW YORK-STATE LAND DEUN�7ED BY ENBpUN� TITLE ASSOCIATION. WA TER Py OONSUNo BURN By--L ZI------- As 1 I- o . sT,�TE of 1 MARK AS 101691 0i - �. oPY from ZBA I j YpRx C HOUSE D ED Bldg Deft c ELEV. 11.56, PROPOSED SEPTIC SYSTEM DETAIL F11 al reviewed documents WOODFINISH GRADE ZgA File# rr y' RAMl'1 (NOT TO SCALE) ELEV. 7.0' Date; I V`�l�� , 1 A.Y. Lic. No. 50467 FINISHED GRADE eti TOP EL. 7.8'---._ 8"MIN. TOP EL. 5.9' f1' MIN. MIN. 4" DIA. 6" .�•t�,;'r,� SEPTIC T 3' CLEAN THE EXISTENCE OF RIGHTS OF WAY Nathan Taft-Corwin III APPROVED PIPE CAST IRON PIPE LEACHING AND/OR EASEMENTS OF RECORD, IF FIQgnNG INV. EL. min. PITCH 1 4' 1' TANK min. PITCH 1/8/1' GALLEY LEACHING SAND / WODD DOcK 6.9' / / 6. EL w INV. EL 5.1 GALLEY COLLAR ANY, NOT SHOWN ARE NOT GUARANTEED. /� INV. EL Land Surveyor 6.1' D UNAUTHORIZED ALTERATION OR ADDITION DRAINAGE SYSTEM CALCULATIONS: 10•_� i�, 8'-?�I► �--•9'o-� �J .Z w TO THIS SURVEY IS A VIOLATION OF SECTION ROOF AREA: 2,945 sq. ft. EDUCATION209 LAWOF THE NEW YORK STATE 2,945 sq. ft. X 0.17 = 500.7 cu. ft. COPIES OF THIS SURVEY MAP NOT BEARING Successor To: Stanley J. Isaksen, Jr. L.S. BOT. EL. 2#' 500.7 cu. ft. / 42.2 = 11.9 vertical ft. of 8' dia. leaching pool required BOT. EL. 3.4' GROUND WATER THE LAND SURVEYOR'S INKED SEAL OR JosephA. Ingegno L.S. SEPTIC TANK 1) ELEV. 0.4 EMBOSSED SEAL SHALL NOT BE CONSIDERED LEACHING GALLEYS (8) PROVIDE (4) 8' dia. X 3' high STORM DRAIN POOLS / 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 6 BEDROOM HOUSE IS 1,500 GALLONS. TO BE A VAUD TRUE COPY. Title Surveys - Subdivisions - Site Plans - Construction Layout 1 TANK; 10' DIA 4' DEEP 1. MINIMUM LEACHING SYSTEM FOR A 6 BEDROOM HOUSE IS 400 s ft SIDEWALL AREA � 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 9 CERTIFICATIONS INDICATED HEREON SHALL RUN PHONE (631)727-2090 FOX (631)727-1727 PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 3. WALL THICKNESS SHALL BE A MINIMUM OF 3', A TOP THICKNESS OF 6AND A BOTTOM THICKNESS OF 4. 8 GALLEYS (4.75'x 8.5') 2' DEEP ONLY TO THE PERSON FOR WHOM THE SURVEY ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) IS PREPARED, AND ON HIS BEHALF TO THE OFFICES LOCATED AT MAILING ADDRESS 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. LEACHING STRUCTURES. SOLID DOMES AND/OR SLABS. TITLE COMPANY, GOVERNMENTAL AGENCY AND 5. THE SEPTIC TANTS,SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF 11/4") 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). LENDING INSTfTLmON LISTED HEREON, AND 1586 Main Road P.O. Box 16 ON A MINIMUM 3 THICK BED OF COMPACTED SAND OR PEA GRAVEL. 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. TO THE ASSIGNEES OF THE LENDING INSTI- Jamesport, New York 11947 Jamesport, New York 11947 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. SURVEY OF PROPERTY SIT UA TE GREENPORT TOWN OF SOUTHOLD SANDY SUFFOLK COUNTY, NEW YORK BEA.CH TAX No. 1000-43-03- 10 4 •• ' OATS.C.s�`I'°� SCALE 1 "=20' 4 • e d• e °. .O F� y •a% f• • . •.. . G��/ PoST� 5- ' a ��°s OCTOBER 6, 2010 tr7 %4 !FNNCC ,p �9 JANUARY 4, 2012 ADDED TOPOGRAPHICAL SURVEY • f' - =, _5+ 0 .p APRIL 25, 2012 ADDED PROPOSED HOUSE cp 400.00' 1-0 SEPTEMBER 26, 2013 REVISED PROPOSED HOUSE NOVEMBER 21, Z FOUND X45: \ :•' /y 2013 REVISED,SITE PLAN 2 t R`7 \ e F,p AREA = 20,905 sq. ft. CONC. MON. / \ \ , a • ' ° 4 9� Ol(F4, ' . • /2 (TO BULKHEAD & 0,4$0 ac. Nf k�s111� ° M 06), F°� . •;.. a ' LS` NOTES: HIGH WATER MARK) r• 1. DEED REFERENCES ARE TO DEED LIBER 12606 PAGE 377. 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM \ EXISTING ELEVATIONS ARE SHOWN THUS:lu Q .� TIBER WATER LINE •• 6� EXISTING CONTOUR LINES ARE SHOWN THUS: -5- - • 1LLOCATED \ AE (EE' E _ \ \_i 6.9 ItEFL. CRA FLOOR w 4 \tet` _�' r. ZONE X` G.FL. - G4RAGE FLOOR A \ T.B. - TOP OF BULKHEAD v\'• t ^ �-• \ ` .14 B.B. - BOTTOM OF BULKHEAD .oc ��j�. �'• / rr)� �� ` 3. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO176H �� ,�'� \\ �. \ •' ZONE AE: BASE FLOOD ELEVATIONS DETERMINED V_ x•44% ZONE X*: AREAS OF 0.27. ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL 4. l;. <' '�* ' /\ _ �A CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT �' t v jOR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE: ,�(<` o� ' /. " '?v ? \` �:'•' \ / �s:• AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. 7, • R �( �� ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. HOLE / :a•• 4. MINIMUM SEPTIC TANK CAPACITIES FOR A 6 BEDROOM HOUSE IS 1,500 GALLONS. 0 X ,-'' ! 1 TANK; 10' DIA. 3' DEEP • • �0 �� \ : 5. MINIMUM LEACHING SYSTEM FOR A 6 BEDROOM HOUSE IS 400 s ft SIDEWALL AREA. s �P 0\�\ X. Al' O 8 GALLEYS, (4.75'x 8.5') 2' DEEP q TEST HOLE DATA �� ' ? •9. �� Po �� ' a• • ' . (TEST HOLE DUG BY MCDONALD GEOSCIENCE ON NOVEMBER 15, 2011) y (�� 1' Vis• 8, / ` •; ��44- � PROPOSED EXPANSION GALLEY DARK BROWN LOAM OL O�Py4p��J�Gry `` s`� ��j0}dv' ;:'� /�/ �, ' i' ' a a, PROPOSED LEACHING GALLEY _.::.. +41 Ile LA i BROWN CLAYEY SAND SC O O 3' PROPOSED SEPTIC TANK e - �A'•:. Oi0 O A'QJ. T b� •. PPG �• -Ot�,O ---- : , P • �� xZ4 i� :' �:•,: �� /,y ,s, �� I 1 ICA W � e 6. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD r,':•.:,:`.;; BROWN FINE To COARSE SAND SW -- .y / Q � B.a' -1 N OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. a' 7. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND - dCIF a 4 . REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. T �� R! -- c G '• i'PSG'y / PNd y 8, NO ADDITIONAL FILL SHALL BE NEEDED. 1/5 Pq / 1 TTI DIS NGS AREA`S ---- c c� o / / EXIS"I�dG BUITDIl: COi'EP,.4r'E OVER EXISTING' BUILDING COVERAGE 0?QEF. x-U �y�' A = 12832 sq. ft. O _ 0• ti /// / P�F� TOWN BUIL ABLE LAND NYSDEC ADJACENT AREA WATER IN BROWN FINE \V x _� \�r3et�/ ° / / �+� O / (UPLAND LOT AREA 20,703 sq. ft.) (UPLAND LOT AREA 20,703 sq. ft.) TO COARSE SAND SW APPR 11MATE TION OF��\ / mu �► �__ ,� /j,� SEPTI 0 BEYOTHERS REMOVOF l 1 ? / ti, ��+\�h Ir DESCRIPTION AREA % LOT COVERAGE DESCRIPTION AREA X LOT COVERAGE ED (SEE NOTE No. 7) HOUSE 1,956 sq. ft. 9.5% q. HOUSE 1,956 s ft. 9.5% NIN 17 G� ^� (f( 6) ` �d . fib\ z� o SHED 89 sq. ft. 0.4% SHED 89 sq. ft. 0.4% n, z _U = xl« TOTAL EXISTING 2,045 sq. ft. 9.9% & WALKS CONCRETEDRIVEWA 1,515 sq. ft. 7.3% TOTAL EXISTING 3,560 sq. ft. 17.2% � PROPOSED BUILDING COVERAGE OVER � x TOWN BUILDABLE LAND PROPOSED BUILDING COVERAGE OVER nok sy�¢�� (UPLAND LOT AREA - 20,703 sq. ft.) NYSDEC ADJACENT AREA Brs x \5��0� 0 x ` p`� O�IDI�1�� 9ti DESCRIPTION AREA % LOT COVERAGE (UPLAND LOT AREA = 20,703 sq. ft.) s , ZT NO�Py cpRORoly- \ 0 �p \� `° 4 HOUSE 2,630 s ft. 12.7% DESCRIPTION AREA X LOT COVERAGE qS Nc;• : x 5 J D a \1 q' °N,�F�y �Gfy \ n 1k5 �� G�+p'11� HOUSE 2,630 sq. ft. 12.7%. °e,.o4o Fio0 0/ PORCH OVERHANGS 281 sq. ft. 1.4% 6 .3 W'3 R ?� �c ?sy `� PORCH OVERHANGS 281 sq. ft. 1.4% 2 , 000 eq"' s_ +c ...5.s FSG P, - T5, a� DECK 430 sq. ft. 2.1% �'Fq°o° 'co`gt s\ 26 AE R NON `� � so `� DECK 430 sq. ft. 2.1% �0 x ros�Lr sWb R s e,�`� �»�p��' OUTSIDE SHOWER 25 sq. ft. 0.1% OUTSIDE SHOWER 25 s ft. 0.1% N C __ A' I;Uwp �o�OV201 ?'Fo O'�y �rF � SHED 89 s ft. 0.4% q. 'Y o�3 ti a.o-, q 77.3 s - _ 00� 72• WCLWA7� \ 'sO SHED 89 sq. ft. 0.4% 8, 4 25 w --f DEEP 4S 7 i; B"�tieaD'kAkDNc .�� TOTAL PROPOSED 3,455 sq. ft. 16.7% 46 �/ \ ,g i �. �'tij TOTAL PROPOSED ft. 16.7%. GROINS _ y� PREPARED N ACCORDANCE WRH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED SD 42x \S ,-BY THE LI.A.L.S. AND APPROVED AND ADOPTED A U ' TBS g FOR SUCH USE BY THE NEW YORK STATE LAND DE C4W�ANOS / TITLE ASSOCIATION. HI er VV BOND r, c. - r. 1,Ie"1 M"4 STA 6. GH h,ATER MAR rv� OV Uo N as r �W� .,� TE 0 Ng �� K AS PER9,D 13 HOUSE ELEV. 11.56• PROPOSED SEPTIC SYSTEM DETAIL ; WOOD FINISH GRADE R1Mp /1 (NOT TO SCALE) ELEV. 7.0' 1 FINISHED GRADENJ.Y.S. Lic. No. 50467 ELEV. 8.8' TOP EL. 7.8' 1' MIN. TOP EL. 5.9' -1' MIN. 8' ___ a ��, r.• , 6" / SEPTIC MIN. O DIA. LEACHING THE EXISTENCE OF RIGHTS OF WAY Nathan Taft -CorJnrin iii APPROVED PIPE CAST IRON PIPE T 3' CLEAN AND/OR EASEMENTS OF RECORD, IF F20gn INV. EL. min. PITCH 1 4' 1' TANK min. PITCH 1/8'/1' GALLEY LEACHING SAND / __... 0 DOCK 6.9' / / 6; EL �! INV. EL 5.1 GALLEY COLLAR ANY, NOT SHOWN ARE NOT GUARANTEED. . INV. EL Land Surveyor 6.1' k ' UNAUTHORIZED ALTERATION OR ADDITION DRAINAGE SYSTEM CALCULATIONS: 10� z N ° 8' -� I--;,8' =+�# Z W TO THIS SURVEY IS A VIOLATION OF ROOF AREA: 2,945 Sq. ft. _ SECTIOEDUCAT7209 OF THE NEW YORK STATE 2,945 sq. ft. X 0.17 = 500.7 cu. ft. BOT. EL. 2 4' COPIES OF THIS SURVEY MAP NOT BEARING Successor To: Stanley J. Isaksen, Jr. L.S. 500.7 cu. ft. / 42.2 = 11.9 vertical ft. of 8' dia. leaching pool required BOT. EL. 3.4' GROUND WATER THE LAND SURVEYOR'S INKED SEAL OR Joseph A. Ingegno L.S. SEPTIC TANK ('I ELEV. 0.4' EMBOSSED SEAL SHALL NOT BE CONSIDERED PROVIDE (4) 8 dia. X 3 high STORM DRAIN POOLS ,� 1, MINIMUM SEPTIC TANK CAPACITIES FOR A 6 BEDROOM HOUSE IS 1,500 GALLONS. LEACHING GALLEYS (8% TO BE A VAUD TRUE COPY. Title Surveys - Subdivisions - Site Plans - Construction Layout 1 TANK; 10' DIA 4' DEEP 1. MINIMUM LEACHING SYSTEM FOR A 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA � 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. CERTIFICATIONS INDICATED HEREON SHALL RUN PHONE (631)727-2090 FOX (631)727-1727 PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6AND A BOTTOM THICKNESS OF 4�. 8 GALLEYS (4.75'x 8.5') 2' DEEP ONLY TO THE PERSON FOR WHOM THE SURVEY ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) IS PREPARED, AND ON HIS BEHALF TO THE OMCES LOCATED AT MAILING ADDRESS 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. TITLE COMPANY, GOVERNMENTAL AGENCY AND 5. THE SEPTIC TAN. SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4-) 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). LENDING INSTITUTION LISTED HEREON, AND 1586 Main Road P.O.-Box 16 ON A MINIMUM 3 THICK BED OF COMPACTED SAND OR PEA GRAVEL. 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. TO THE ASSIGNEES OF THE LENDING INSTI- Jamesport, New York 11947 Jamesport, New York 11947 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 1 SURVEY OF PROPERTY SITUATE � ' VED s 2013 GREENPORT -ATH SERVICES srE�fiTOWN OF SOUTHOLD4r �PC,-r, SUFFOLK COUNTY, NEW YORKRECn v ' a• S � S.C. TAX No. 1000-4 3-03- 10R ®A ffa Q -209SCALE 1 /_ Pos- 5, . °.' - : A��tins OCTOBER 6, 2010 JANUARY 4, 2012 ADDED TOPOGRAPHICAL SURVEY 'Q APRIL 25, 2012 ADDED PROPOSED HOUSE 400. �\p 00' ? -� -,�. .. G�� SEPTEMBER 26, 2013 REVISED PROPOSED HOUSE &� qF CDNCF) N.UND x NOVEMBER 21, 2013 REVISED SITE PLAN AREA = 20,905 sq. ft. �0 2oNF k�617� ( 0.480 a c. TO BULKHEAD & „ �. ♦` O'er F0. . �•.. S� NOTES: HIGH WATER MARK) °q 'pin 1. DEED REFERENCES ARE TO DEED LIBER 12606 PAGE 377. - Water Line .ST BeIctod B The O P .` \ c, � Line(-,.) .�Uns��c � � \� � 1, �+, e �• 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM Suf o!'c County Dept. Of Health Services. O�`'�,'� _ •'� :�'� TO I-r R WATER LINE � � a •, EXISTING ELEVATIONS ARE SHOWN THUS:Ju Call 852-5-00, 43 Hours In AdVancr, ( '�' P / �' �"� \ \ ZONE AE (EL. 6) EXISTING CONTOUR LINES ARE SHOWN THUS: - - -s- - - ' Qi J; \ ! * ! F.rL - FIRST FLOOR To Schedule Inspection(s) ry�,�� o . ��3 , r� ___�- r. ZONE x T.S. - GARAGE FLOOR I C T.B. - TOP OF BULKHEAD td I •� B.B. - BOTTOM OF BIRICHEAD i-, per;,, Imo.✓ s- .r w..�a ^ �I �•, '- .: f / �P_ •YJ' y��. m C- � � \W` �43 3. FLOOD ZONE INFORMATION TAKEN FROM: ¢ J i-�\\j •' . ' FLOOD INSURANCE RATE MAP No. 36103CO176H �\ \ •' a ate.+ ZONE AE: BASE FLOOD ELEVATIONS DETERMINED cfi'P � a /�--\ \� \•a° `^i ZONE X': AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL y`�%• .1� • °'AILI a r CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT I r. O OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; fi �, �G� /� \' / • \s.•• 7 "� �; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. HOLE • • a" 4. MINIMUM SEPTIC TANK CAPACITIES FOR A 6 BEDROOM HOUSE IS 1,500 GALLONS. •/ ( ;�0oW, :/ x\ ; r' a '. ;• 1 TANK; 10' DIA. 3' DEEP / 5. MINIMUM LEACHING SYSTEM FOR A 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. TEST HOLE DATA /`S OP 4\ .x 4- :' p 8 GALLEYS, (4.75'x 8.5) 2' DEEP a'9• (TEST HOLE DUG BY McDONALD GEOSCIENCE ON NOVEMBER 15, 2011) pVV'G �� COs• �' 8. h ry / �' // - as: I � PROPOSED EXPANSION GALLEY •' EL 7.4' 0. r�('� Q"• \�C� 4�1.. �' / .O c0 :::::�.: °. •.' /.. e' a y . Q DARK BROWN LOAM OL B. Sr T ,y -' ' •• a. .x PROPOSED LEACHING GALLEY e i BROWN CLAYEY SAND SC , r • 4'" T, >__ _ 3' �� ,P -- :;:.qo''•:. 0000'ca'Pf' /T� O / O >-* PROPOSED SEPTIC TANK �Pv ,• QQQiV -- - :r,;oA.C,�� r' / ` J -' a :"''•� BROWN FINE TO COARSE SAND SW �G x - O.O _`'::• •.. "��S /� ,S, �� lof' 14, 1 1�m W --� :a 6. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OQU• -1 nj c.• OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. !� ' (.�y�p �_�� :•: ,y•. /O'P� 7 c�` QQ a•4� x / O 7. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND EL 0.4' ` �, .A\CF ilk;_Q / l .. •. REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. �\ -- cG" '� Ps�q Y / u 8. NO ADDITIONAL FILL SHALL BE NEEDED. \A 00 seF PRO _DI5TURJNGE ARE � l FXrrTTnrr RrrTr.nTJ�t rnpF,�?4r� nrjFu �Yrrmj�rr_ _pErrr_nrar rnr z�A�n n �Fn - 12,832 5 ft. / q ; 47- O _. _ C J_�.0 I.�.. x �yFo a' - 0 �i3y / / PO<t, l TOWN BUILDABLE LAND NYSDEC ADJACENT AREA TO COAIN RSE SAND SNE �� -y \V x� \'��,�/X F� I // / '� (UPLAND LOT AREA = 20,703 sq. ft.) (UPLAND LOT AREA = 20,703 sq. ft.) APPR IMATE ATK)N OF \ Y ( / A tk ' �► j.� SEPTI BY OTHERS 1 / l* I DESCRIPTION AREA X LOT COVERAGE DESCRIPTION AREA X LOT COVERAGE 0 BE REMOVED �, N 1 .y/ (SEE NOTE No. 7) I0NE /,� 7 HOUSE 1,956 sq. ft. 9.5% HOUSE 1,956 sq. ft. 9.5% 17' �f�'6) ` ?N i Z SHED 89 sq. ft. 0.4% SHED 89 sq. ft. 0.4% CONCRETE DRIVEWA 515 s ��, TOTAL EXISTING 2,045 sq. ft. 9.9% & WALKS 1 q• ft. 7.3Y. r 4' TOTAL EXISTING 3,560 sq. ft. 17.2% zs PROPOSED BUILDING COVERAGE OVER NG0,, x G PTOWN BUILDABLE LAND PROPOSED BUILDING COVERAGE OVER eY s�,I.V ..../ . - \�0Fyr� ♦ \ \ \G y\ 9y�,`�g (UPLAND LOT AREA = 20,703 sq. ft.) NYSDEC ADJACENT AREA mos J x �0x � p� 0�'pl��l�'1�,9 DESCRIPTION AREA X LOT COVERAGE (UPLAND LOT AREA = 20,703 sq. ft.) F,5 $� P 4•� DESCRIPTION AREA X LOT COVERAGE 04& eG � coHc?ow \ \ xU � �� ` J� �9� HOUSE 2,630 sq. ft. 12.7% ro�o H�2 �y �,c �� HOUSE 2,630 sq. ft. 12.7%. ^/ _ � �ooak°�� 6 Fac ` s �� PORCH OVERHANGS 281 sq. ft. 1.4% 2 3 000' FSG A s� is, PORCH OVERHANGS 281 sq. ft. 1.4% W/p f x o "'�SFo �` DECK 430 sq. ft. 2.1% 9 2 �0 IGH NATE coNs ?6�fR ANON T s DECK 430 sq. ft. 2.1% R�0 x U DS �` .�UF'FOLK COUIN' l Ido.PAR HENT'G. N,EALTH SZPZ IPUTSIDE SHOWER 25 sq. ft. O.1 X MARK LT ED RF 1 <v c r r x i , T: 2. 4.4 `` OUTSIDE SHOWER 25 s ft. 0.1% L _ RAMP'D/DA$ p 3 \ 5 ��y`� �• y� � Fo�� v` PER MIT �`OR Ap,,,:�OlTAL Cil CONS T DUCTION FO :SHED 89 sq. ft. 0.4% q 77.3 4 f eU ' '1 "" '��^ D rr r: ON Y SHED 89 sq. ft. 0.4X �'O0, N 724 s WOOD wq \ \ i sO .�SIt ::: �. 9 Yia> iS dIL 'L.1.� 18.469 8,4s 5 w DEEP _ S �KN��Nc � \ �ys� �� TOTAL P OPOSED 3,455 sq. ft. 16.7% �Pp`� �04) a A , TOTAL PROPOSED 3,455 sq. ft. 16.7% GROINS _ c� t1A Y 0 6 ��_ _ J gw0• P to--1�" 00-7 PREPARED IN ACCORDANCE WITH THE MINIMUM 6�S8 T x \s ®ATL i f -"• _ STANDARDS FOR TITLE SURVEYS AS ESTABLISHED eBY THE Y EAI�DE�.4/YDs J/ �`r�BRO�fED�C�C I � �tU� FOR SUCH I USE BYNTHE NEW YORKNSTATE LAND.. III(,` eY Ely,UNp,Wi TITLE ASSOCIATION. 0 H WA7-Lc'R T Nc gU F02 MAXl;1UPi Or SLDr:O01r1.�i `ST9T �[ ARK PE o9 EXPIRES THREE YEARS FROM DATE OF APPROVAL � "` ON H IIS ij Ab jndonment Of existing sanitary system must be in N�� roR R DEED cc`_' --mce with_depa�c,t requirement Submit HOUSE x �� ' HOUSE casn ' °f'arm W '�f- �' E - PROPOSED SEPTIC SYSTEM DETAIL v �S proof. -4 - FINISH GRADE RAMP (NOT TO SCALE) ELEV. 7.0' 1 FINISHED GRADE r� �"'N.Y:S. Ld. No. 50467 ELEV. 8.8' V TOP EL. 7.8' 1' MIN. TOP EL. 5_1'-_%' f1' MIN. 8" MIN. 4" DIA L 6" ,�•'' � SEPTIC T 3' CLEAN THE EXISTENCE OF RIGHTS OF WAY Nathan Taft. Cotrvvin III APPROVED PIPE CAST IRON PIPE LEACHING OF6 Ak- INV. EL. min. PITCH 1 4' 1' TANK min. PITCH 1/8-/1' GALLEY LEACHING SAND AND/OR EASEMENTS OF RECORD, IF wOpD Dock 6.9' / / B• EL �'_ INV. EL 5.1 GALLEY COLLAR ANY, NOT SHOWN ARE NOT GUARANTEED. , INV. EL Land Surveyor DRAINAGE SYSTEM CALCULATIONS: 10' ;N s.1' 8, B, W y UNAUTHORIZED ALTERATION OR ADDITION i �1 Imo';e �� Z _ TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE ROOF AREA: 2,945 sq. ft. EDUCATION LAW. 2,945 sq. ft. X 0.17 = 500.7 cu. ft. - Successor To: Stanley J. Isaksen, Jr. L.S. BOT. EL. 2 4' COPIES OF THIS SURVEY MAP NOT BEARING y 500.7 cu. ft. / 42.2 = 11.9 vertical ft. of 8' dia. leaching pool required BOT. EL. 3.4' GROUND WATER Joseph A. In e SEPTIC TANK ('I� THE LAND SURVEYOR'S INKED SEAL OR p g gno L.S. PROVIDE (4) 8' dia. X 3' high STORM DRAIN POOLS / ELEV. 0.4' EMBOSSED SEAL SHALL NOT BE CONSIDERED t. MINIMUM SEPTIC TANK CAPACITIES FORA 6 BEDROOM HOUSE IS 1,500 GALLONs. LEACHING GALLEYS W TO BE A VALID TRUE COPY. Title Surveys - Subdivisions - Site Pians - Construction Layout 1 TANK; 10' DIA, 4' DEEP PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 2• CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 1.8INN,IIMUMYS(CHI x SYSTEM YS 2 DEEPA 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. CERTIFICATIONS INDICATED HEREON SHALL RUN PHONE (631)727-2090 Fox (631)727-1727 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6 AND A BOTTOM THICKNESS OF 4'. ONLY TO THE PERSON FOR WHOM THE SURVEY ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) IS PREPARED, AND ON HIS BEHALF TO THE OFFICES LOCATED AT MAILING ADDRESS 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. TITLE COMPANY, GOVERNMENTAL AGENCY AND 5. THE SEPTIC TAN.j SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF f1/4") 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). LENDING INSTITUTION LISTED HEREON, AND 1586 Moin Road P.O. Box 16 ON A MINIMUM 3 THICK BED OF COMPACTED SAND OR PEA GRAVEL. 5. AN 8' min. DISTANCE 13ETWEEN' min. DISTANCE BETWEEN LEACHING ILCH OOLS POOLS WATER LINE SHALL AND SEPTIC TANK SBHALL IN MAINTAINED. TO THE ASSIGNEES OF THE LENDING INSTI- Jamesport, New York 11947 Jamesport, New York 11947 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. TUTION. CERTIFICATIONS ARE NOT TRANSFEI.ABLE. -=1 SURVEY OF PROPERTY SITUATE GREENPORT SANDY TOWN OF SOUTHOLD A C11. RSUFFOLK COUNTY, NEW YORK uA S.C. TAX No. 1000-43-03- 10 j ° ° d SCALE 1 " —ZO � ►— �� pasr¢ a` ' OCTOBER 6, 2010 . C� %4 frNcf 18• S�aT o a ° JANUARY 4, 2012 ADDED TOPOGRAPHICAL SURVEY ON Ecf T?P.-14 °' APRIL 25, 2012 ADDED PROPOSED HOUSE E' $\O 400.00' N NTIGMtTe SEPTEMBER 26, 2013 REVISED PROPOSED HOUSE 2 1a" TREEO�F ~`"� ° NOVEMBER 21, 2013 REVISED SITE PLAN C+;$ APRIL 8, 2014 LOCATE EXISTING TREES o qF CONC. MON.'(1114 [� MARCH 21, 2016 FINAL SURVEY ZOHF20, 2016�y os�ce R�� '6� TREE Foa" n ° OCTOBERAUST 4,G2016 CORRECTUPDATE SEPTIC SYST MA LINES `�♦ 3 ° O TRF OSA pk,G'` ,'�� ° AREA = 20,905 sq. ft. yy AE (EL 6) (TO BULKHEAD & 0.480 CIC. �O 22" TREE ZONE__ HIGH WATER MARK) � ` ————— � ZONE X* NOTES: .ip� ^ . d 8 ♦ <d 1. DEED REFERENCES ARE TO DEED LIBER 12606 PAGE 377. ti �� 16" TREE ° ° 2. FLOOD ZONE INFORMATION TAKEN FROM: ° ° ° A x ` ° e FLOOD INSURANCE RATE MAP No. 36103CO176H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED • °OQ� P5e5 •n °s>. ® C9(J! 20, G°'- 4, ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL ��. °2F u ll�l�oy CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT � o�, :.° ® e® otic ` J'��F e OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; � �� P�� G•�JY ° �� AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. F• �� ?s, ° 9} 2 ® �� yos < ZONE X: AREAS p ERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. d ° e Q s e a.. OCT 1 1 "lrl� 4' ® ,O ° a . SV,FOLK COUNTY G_'-Pt_RT1Mt'T Cr-HULTH rr'7"'-'–"- y�GyS, \l, 1 ° �P E(P�60G\NG �sA• 4- 3\ APRR0VAL OAF CL.�p"�'^?� " �"• .'3 F:�" +( 1I O / 0 A��,�17i.G�F. in.��, fT►C�►n, `F' '� �'��• r1FAT STONE DRIVEWAY - ��+ {{,,�, ;."s. 'i'n 1d E� E .° L,,,.c� f: .lt' .!l:s I / O !F� s .' e MpGVNG �"jR 12" Al 0. � t oO� a �n:e,tf.epwwc z'1.j4f Thee 0&1511;1 '1u.-.M.t.., +.....nur prnaw,t'-: r.lon�. cw 0 ° C9p 405WtCm FOR A!,4X1fb1jTA C-7 'o. wooc4-4- 0& °° T ° ° °GtioZLn °. � o 0 / `'' '^W .. � C`tC C�:V�.:' :•:?tC�}'�lR35�tta�:"i Q. F 38.4• � m c° t REP= RYSTF _ZE_MEASUREMEN1S N11 V HOUSE HOUSE m CORNER ❑A CORNER❑B 2S F TFo `O. SEPT, O IR TANK COVE30' 38' LEACHING GALLEY 42.5' 40' >>' r COVER 1 /°p,� / l O o�`oo y:o° �G� �` '�� 1 LEACHING GALLEY COVER 2 46' 36' IONf � G 1 LEACHING GALLEY AF (Ft !�` / �s- e�° Z/o COVER 3 53' 27' G� E) !� / ^��r'7 LEACHING GALLEY COVER 4 62' 21' LEACHING GALLEY COVER 5 48.5' 44' LEACHING GALLEY COVER 6 52' 40' A/0' /oCOVERLEACHING GALLEY 59. 33' :off.._ . �/ `~� / IO��1�9 LEACHING GALLEY �°"Vo , Aq'TSRrq s coN�Row: / �9 P 4' COVER 8 67' 28 N 04t10 4/41, TF G yF90 �FNcF \ 6+ 207°�� q?°[. P 3 ",, 9° , w000�N�ye9a C4a FSG 6DFN{yCO? n j eU W/Df VON • 7 3' Gli MWATER SU ?UN\ �'?8pq ff0 r1JRF "r S ARy �Cf ` WOOD RAMP 9oFVN �5\ N 77° ° /?0j3��0 18-469 4 25 w ` 100 � DEVED,2 4S,��" WooO 8U�KHEADRK ACONC GROINS _` `61- °G�pO / �NIIMUM\ V J PREPARED IN ACCORDANC ADgL STANDARDS FOR TITLEAURVEY$'-AS-MTABLISHED OELINET�LANOS �� / BY THE L.I.A.L.S. AN APFRO tD:'AND"�DO�Trypy FOR SUCH USE BY HE £W EYORK STATE-b4N 'L 1 �T H W C NSU T ALONG TITLE ASSOCIATION ` V/ O g) EN�U WA AN l 3 R MA RK ON I%9 0 AS OF AS pE /2or3 , "'ORA- R DEED l� . . ; °MP ., s 37 e*,1r, S. Lic. No. 50467 THE EXISTENCE OF RIGHTS OF WAY Nathan Taft Corwin iii oOo I DEASEMENTS RECORD, ock ANY, NOTSHOWN ARE NOT GUARANTEED. UNAUTHORIZED ALTERATION OR ADDITION Land Surveyor TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Successor To: Stanley J. Isaksen, Jr. L.S. THE LAND SURVEYOR'S INKED SEAL OR Joseph A. Ingegno L.S. EMBOSSED SEAL SHALL NOT BE CONSIDERED Title Surveys TO BE A VALID TRUE COPY. — Subdivisions — Site Plans — Construction Layout CERTIFICATIONS INDICATED HEREON SHALL RUN PHONE (631)727-2090 Fax (631)727-1727 ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE OFFICES LOCATED AT MAILING ADDRESS TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND 1586 Main Road P.O. Box 16 TO THE ASSIGNEES OF THE LENDING INSTI- Jamesport, New York 11947 Jamesport, New York 11947 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 30-210F PROD ECT DATA DRAWING ISSUE DATES 4"Vent Thru Root 4"Vent Thru Root SING ROOF J VTF 05.08.2014 DISAPPR 12.22013 .,., CWAIUCI 3"No.8 SCREWSI2'O.C. LIGHTWOOD+WMEWALL SCTM# 1000.43-03-10Permit�OVAL 05.28.2034 Construction SetOO.00.0000 (TYP.j BATH 3 �, __ 2" MASTER BATH PROPERTY ADDRESS 1 200 SANDY BEACH ROAD N N �.��y...�..,u........x•�:.__.�...m; GREENPORT,NY,11944 REVISION DATES -- •.,. 1 2"I 12" 12" _ 1 '�.-tn'PLYWOOD i 12"1 1 I 1 111/2" 111/2"' 1112" OWNER SOUNAKOOLIK GWAI LAV. LAV. LAV. 1 I W.C. I W.C. I I I 4"Vent Thru Rosi I r UB PLASTIC-COATED PERMANENT WOOD ZON;NG R40 ROOF/2ND FLOOR HHOW R HeW_ SCREW ANCHORS 3" 1112* 2" 2" 2"' 3" 1 12" 2" c�aSS BUILDING HEIGHT ALLOWABLE- 35 FEET 3^ nrP PLYWOOD ACTUAL-31'-1" NN KITCHEN SNA Drawing List: BATH 1 BATH _._.- —�"'~ LAUNDRY DETAIL ENERQYCODE BUILDING EXCEEDS MIN. REQUIREMENTS SET FORTH NO. SHEET NAME DATE —, — I = "- BY N.Y.STATE RESIDENTIAL E —�� ~rz"I 2" 11112" — `"t "`-----, I I �) " "' 7 , , BUILDING CODE SEE 1 1 12"1 1 " I 1 I l i 12" 1 i2"I 1 t2"1 I x„M ^, .� 4"MAIN WASTE LINE ATTACHED REPORT oo r 05,28.2014 SLOPE 1/4"PER.FT. WASHER(T1'P.) Window and Door LAV. LAV. SINK SINK 1 LAV. PLYWOOD OPENINGS PROTECTION; 05,28,2014 W.C. DW •� 1 W.C. THICKNESS DEPENDS ON WINDOW A-100 Msoment Plan 05,213-20114 1ST FLOOR HCwE ---------�I F.A.I. OPENING WIDTH(1) _ 05,28, 14 s'No.s scREws 12'o.c. DETAIL A-TYPICAL ATTACH KENT OF C.O. 2" 1 1/2 N N I PLYWOOD OPENINGS PROTECTION TO A-103 Roof Plan 05,90,2014 WOOD-FRAME BUILDING CONNECT TO SANTARYSYSTEM Alternate to 120 MPH Certified ROVED NOTE: INLIENOFASHERSMAYB u a I flan 1 WITH NUTS AND WASHERS MAYBE i USED ons Window Installation HOUSE Plywood Panel Window and Door a �I►dl Sections 05.28.2014 TRAP A- ah a s 05.28,2014 BASEMENT Protection for Wood Framed $11 Notes and Specifications 05,28.2014 Buildin S 2 Foundation PI$3 First Floor 5.28.2oi4 N.T.S. FramIna 05,28,2014 S4 Second Floor Framina D52SM14- S5 Roof Framina28. 14 S6 11ructural Details 04LUMBING RISER DIAGRAMStructural Deta a e: \SIfRED ARC R.K y��co r� 024802 OF NEW gyp ' APPROVED AS DOTED DATE: B.P.#1 :2ba ';,?�,' PLUMBER CERTIFICATION FEE: _ BY: ��— ON LEAD CO IT.. ENT EI FORE NOTIFY BUILDING DEPARTMENT AT CERTIFICATE OF OCCUPIA &rCy 765-1802 8 AM TO 4 PM FOR THE SOLDER USED'IIN KA TER FOLLOWING INSPECTIONS: SUPPLYSy8m.'C��'%IoT 1. FOUNDATION - TWO REQUIRED �, E`ED nx✓r©0^'r LEIi!� FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. PLUMBING ALL CONSTRUCTION SHALL MEET THE ALL PLUMBING WASTE REQUIREMENTS OF THE CODES OF NEW &WATER LINES NEED YORK STATE. NOT RESPONSIBLE FOR TESTING BEFORE COVERING DESIGN OR CONSTRUCTION ERRORS. RETAIN STORM WATER RUNOFF COMPLY WITH ALL CODES OF PURSUANT TO CHAPTER 236 NEW YORK STATE & TOWN CODES OF THE TOWN CODE. AS REQUIRED AND CONDITIONS OF 2 2� SOUTHOLDTOYt'NZBA DO NOT PROCEED V.IITH Kooiik Residence FRA%11ING UNTIL SURVEY S OF FOUNDATION LOCATION12 JI Sandy Beach Road SOUTHOLDTON/NTRUSTEES HAS BEEh N APPROVED. Greenport,NYh N.Y.S.DEC .tea M: USE IS UN AriFU ::. . * .."► DRAINAGE INSPECTIONS ARE RFQVk R:D WITHOUT CERTIFIGI { Contact TO` Engineering at 765-1560 before OF UCCUPA1lG%' Backfill, OR Provide Engineer's Cert ific anon Cover Sheet that the drainage has been installed to Code. a' Scale:1/dM» i-0" All Drawings Printed on 1ixi7 Paper Scale Is 50%Scale Above NS AY ` C0 A n N Y UP` A-000 0 2014 Meryl Kramer Architect Al$I&!&Ammeod i , DRAWING ISSUE DATES VTr 05.08.2014 DISAPPROVAL 12.2.2013 Permit Set 0528.2014 Construction Set 00,00.0000 WINDOW SCHEDULE REVISION DATES NO. MANUFACTURER MODEL NO. TYPE FINISH UNIT DIM. (W x H) ROUGH OPENING UVALUE PERFORMANCE SOLAR HEAT HARDWARE GLASS&DIVISIONS REMARKS NO. RATING(DP) GAIN COEFF. AN'_ 1 , CLEAR ANODIZED ALUMINUM I A DERSON(E-SERIES) DH030 Double Hung PRIMED 3'-O"X 6'-0" 3'-012"x V-01/2" 0.33 DID 30 0.32 TBD HP Low-E Tempered Provide Screen A 8 AN6ik'S'ON(E-SERIESjPAWN3020" Push-Out Awn ng PRIMED CLEAR ANODIZED ALUMINUM 3'.Ow X 2'-b" T-O 112"X Z-0 1/2" 0.33 DP 30 0.32 TBD HP Low-15 Provide Screen ' - CLEAR ANODIZED ALUMINUM I C WN 2020 Push-Out Awning 2'-0"x 2'-0" Z`-0112"x Z-O 1/2" 0.33 OP 30 0,32 TBD HP Low-E Provide Screen C PRIMED D ANDERSON(S-SERIES) PRIMED Fixed Awning CLEAR ANODIZED ALUMINUM I 4'-O"x 2'4r 4-012»x 2!-0 1/2" 0.33 DID 30 0.32 TBD HP Low-E Provide Screen D CLEAR ANODIZED ALUMINUM Auxiliary Tempered E ANDERSON(E�S-SERIES) A PRIMED 3-4*x&4r Tao 0.33 OP 30 o.32 TBD HP Low-E Tern E EREDA,,y CLEAR F ANDERSON(E-SERIES) PAWN3 40 Fixed Awning PRIMEDANODIZED ALUMINUM 3'.4"x 3!43'-4112"" x T-41/2" 0.33 DID 30 0.32 TBD HP Low-E F 1L,R. C, 'A G NOT USED G 70 H Push-Out Awn E-S RI S CLEAR ANODIZED ALUMINUM ON ANDERS 6 E 3-4"x T4" 3'•412"x T-4 1/2" 0.33 DP 30 0.32 TBD HP Low-E Provide Screen H Ing PRIMED CLEAR ANODIZED ALUMINUM J ANDERSON.(E-SERI ES]','� PAW!4 203 Push-Out Awning PRIMED 2-6"x 2'-0" 7-612«x Z-O 11r 0,33 DP 30 0,32 TBD HP Low-E Provide Screen 802 CLEAR ANODIZED ALUMINUM/ OP q Fixed Awning 0.32 TBD HP Low-E K K PAWN3418' 31-4*x V-8" T-4 1/2"x 11.8 1/2" 0.33 DP 30 PRIMED L ANDERSON ERSON(E,SERIES)`:`- PAWN3io Push-OutAwnIng CLEAR ANODIZED ALUMINUM 3'-O"X 2!-0" T-0112"X 2'-01/2" 0.33 DP 30 0.32 TBD HP Low-E Tempered Provide Screen L PRIMED 2'-Ow x 2'-0" 2'-0112"x Z-O 1/2" 0.33 DP 30 0.32 TBD HP Low-E Tempered Provide Screen M Push-Glut Awning PRIMED Pus CLEAR ANODIZED ALUMINUM M ANDERS61S!(EAERIES�jW PAWN2020 Drawing Legend: • Wall To Be Removed Wall To Remain New Wall New Foundation Wall Lines Above DOOR SCHEDULE ------------- Lines Below Guidelines NO. MANUFACTURER MODEL NO. TYPE FINISH UNIT DIM. (W x H) ROUGH OPENING U VALUE PERFORMANCE SOLAR HEAT DOOR SWING HARDWARE GLASS&DIVISIONS REMARKS NO. Fence RATING(DP) GAIN COEFF. ioi Door Tag Single Inswing 00801 ANDERSON HPI 3068 AIR Hinged Palo PAINT 31-0 1/2"x 6!-8" 31-1"x 6'-8112" 0.33 DP 30 0.32 ASSHOWN TBD ASSHOWN Supply w/Screen 001 No. N1,14 NUFACTURER MODEL NO, TYPE FINISH UNIT DIM. (W x H) ROUGH OPENING U VALUE PERFORMANCE SOLAR HERATING(DP) GAIN COEFFAT DOOR SWING HARDWARE GLASS&DIVISIONS REMARKS NO, Window Tag . Double Inswing CLEAR ANODIZEDAnxx Section X 101 A,N6F-RS6N"(t�-SERIE6)"�',�,,.','�"--'{ HP16480APLR 6'-4"X V-(r 6-412"X&.0 1/2" 0.33 DID 30 0.32 ASSHOWN TBD ASSHOWN Supply wl Screen-SPI 101 Sheet A-XXX Hinged Patio ALLUMINUM1PRIMED Single Inswing CLEARANODIZEDDetail Tag m ANDERSEN(8,�SERIES) HPI 3080 AIR 3'-01/2"x 8-Cr T-1"x W-0 10 0.33 DP 30 0.32 ASSHOWN TBD AS Supply wl Screen-SPI 102 Hinged Patio ALLUMINUM1PRIMED /WX I IJ CLEARANODIZED 71-113/4"x 8'-0" 8'-0 1/4"x 81-0 1/2" 0.33 DP 30 0.32 ASSHOWN TBD ASSHOWN Supply w/Screen-SP3 103 103A At4Dtr, N E GP8080 Gliding Patio ALLUMINUM1PRIMED Elevation Tag Gliding Patio CLEAR ANODIZED0.32 103B ANDERSEN(It-SERIES' GP4080S 4*-2"x 8'-0" 4'-2112"x 8 0 '-0 1/2" 0.33 DID 30 AS TBD AS Supply wl Screen-SP3 103 Fixed ALLUMINUM/PRIMED CLEAR ANODIZED 104 AER!63t ',�E-SERIES)" �" ALLUMINUM1PRIMED, 4PGP16080 Gliding Patio 161-10 1/4"x fr-(r IT-10 314" mx 8-01/2" 0.33 OP 30 0.32 ASSHOWN TBD ASSHOWN Supply w/Screen-SP3 104 X<�x Interior Elevation Tag ? Single inswing CLEAR ANODIZED 13080 AIR AS TBD Supply wt Screen-SPI 105 ANr,1iR--5F-!N(E-SERIF-S) HP Hinged Patio ALLUMINUM/PRIMED 3'-0 M"x V-0" 3'-I"x W-0 lt2" 0.33 DID 30 0.32 FROSTED 105 x So AS FROSTED FIRE RATED 106 106 lid Core Flush Door Swing Simple WOOD 3-(r x 7'-0" TBD 1107 Solid Core Flush Door Swing BI-part WOOD 4'-0"x 7'-0" ASSHOWN TBD ASSHOWN 107 Solid -4* -0" TBD ASSHOWN 108 108 lid Core Flush Door Swing Simple WOOD 2' x 7' AS AS TBD AS 109 3-W x 7'-0* 09 Solid Core Flush Door Swing Simple WOOD Flush Door 110 Solid CoPocket Simple WOOD Core 21-8"x 7'-0" ASSHOWN TBD ASSHOWN Wood Clad To Match Wall 110 M E R Y L K R A M E R a r c h I t e c t Solid Core Flush Door Pocket Simple WOOD 21-8"x 71-0" ASSHOWN TBD ASSHOWN Wood Clad To Match Wall Ill BD:",,-;:�'-",,",'��,r,,,-"Ic'�,-,,,- 2'-T x 7'-0" ASSHOWN TBD ASSHOWN 112 2 Solid Core Flush Door Swing Simple WOOD 113 D Solid Core Flush Door Swing Simple WOOD 3'-O"x 7'-0" AS TBD AS 113 2 3 1, FRONT STREET POST OFFICE BOX 683 114 Solid Core Flush Door Swing Simple WOOD 2'-O"x 71-0" OVER HEAD TBD AS 114 GREENFORT, NY 1 1944 115 Flush Door Swing Simple WOOD 2'-8m x 7'-0" ASSHOWN TBD AS$HOWN 115 - 4 7 7 8 7 3 6 6 3 1 Solid Core 6 00 Swing 81-part WOOD lie Solid Core Flush Door 51-0"x 7'-0" ASSHOWN TBD ASSHOWN 116 ir k a r c h I t e c t c o m 117 Solid Core Flush Door Swing Simple WOOD 21-8"x 7'-0" ASSHOWN TBD ASSHOWN 117 118 D,: Solid Core Flush Door Swing Simple WOOD 2-W x 7'-0" ASSHOWN Tel) ASSHOWN 118 0 119 Salad Core Flush Door Swing Simple WOOD 2-4"x 7'-Ow ASSHOWN TBD ASSHOWN 119 120 ";; `"a `IBDSolid Core Flush Door Swing Simple WOOD 21-0"x 71-0" ASSHOWN TBD ASSHOWN 120 ,3 AS TBD FROSTED 121 L Koolik Residence 121 AVANTE Overhead ALUMINUM 6'-0"x 8�-O" Solid Core Flush Access 122 Swing Simple WOOD 3'.0"x TBD AS TBD AS 2-2- Sandy Beach Road Panel Greenport,NY 123SolId Core Door Swing Simple WOOD 21-6"x 7'-0* ASSHOWN TBD ASSHOWN 123 NO. MANUFACTURER MODEL NO. TYPE FINISH UNIT DIM. (W x H) ROUGH OPENING U VALUE PERFORMANCE SOLAR HEAT DOOR SWING HARDWARE GLASS& DIVISIONS REMARKS NO. RATING(DP) GAIN COEFF. 21-6"x 7'-0" ASSHOWN TBD AS SHOWN 201 201 Flush Door Swing Simple WOOD Solid Core 202 Solid Core Flush Door Swing SImple WOOD 2'-6"x7`-0" AS SHOWN TBI) ASSHOWN 202 203 Solid Core Flush Door Swing BI-part WOOD 41.0"x 7*-0" ASSHOWN TBD ASSHOWN 203 Window & Door Schedules Scale: Noted WOOD 21.0"x 71-0" ASSHOWN TBD ASSHOWN 204 204 Solid Core Flush Door Swing Simple 205 Salad Core Flush Door Swing Simple WOOD 2�-O"x 71-0" AS TBD AS 205 All Drawings Printed on 11xI7 Paper Scale Is 50%Scala Above 206 Sol Core re Flush Door Swing Simple WOOD 2*-8"x 7'-0* ASSHOWN TSD AS SHOWN 206 Solid Core 207 Flush Door Swing BI-part WOOD 4'-0"x7'-0" AS SHOWN TEID ASSHOWN 207 MD TBD, TBD AS SHOWN 208 208 Solid Core Flush Door Swing Simple WOOD 21-8"x 71-0" AS AmOO^ Solid Core Flush Door WOOD 209 Swing BI-part 41-0"x 71-0" ASSHOWN TBD ASSHOWN 209 0 2014 Meryl Kramer Architect AO nos O"emd 2011 DRAWING ISSUE DATES VTF 05.08.2014 DISAPPROVAL 12.22013 Permit Set 05.28.2014 Construction Set 00.00.0000 2 -300 -300 REVISION DATES 2X12 STAIR STRINGERS 0 24"O.C. One of deck above — — — — — — — — — — — — — — — — — — — — — — �i NEW(3)2x8 AQQ DROPPED GIRDER NEW(3)2x8 ACO HEADER siERED,4d L R. 24'41/2' 802 NEW(3)2x8 ACQ DROPPED GIRDER OPN 'q z POST POST ABOVE — — — — — — — — — — — - - 8# � iL -1 NEW CRAWL EXISTING Drawing Legend: I 7 7�' d L FOUNDATION WALL Wall To Be Removed z NEW 2x8 ACQ LEDGER Wall To Remain New Wall • OUTELINE REPLACE EXISTING BASEMENT New Foundation Wall WINDOWS,TYP. -——————- Lines Above ------------- Lines Below Guidelines I Cd Fence Tag UP Co zGDoor LU Window Tag Z W W � Cj Cj Section X, NEW 9/12l 230 TJI FJ 016" W O.C. — •-- -. — .- - D7X Slieet A-XXX f x A.- z Detall Tag EXIST. 3-2X8 FLUSH GIRDER 1 F �O r Elevation Tag -'rF x<xxx>x Interior Elevation Tag AREA TO BE x EXCAVATED I'! -- I I I POST ABOVE L REMOVE EXISTING z z r .rWOOD STAIRS EXISTING SLAB 80 4- OIL TAN KTOIBE ACCESS TO CRAWL SPACE REMOVED P M E R Y L KRAM ER 11 RELOCATE ELECTRICAL a r c hl t e c t W PANELa0l W 11 XUP M NEW CRAWL 0 &4" P.C.SLAB NEW 9 1/2"230 TJI FJ 0 • NEW 9 1/24 230 TA FJ 0 NEW AREAWAY 2 13 E, FRONT STREET 16"O.C. I 1 r — — — — — — —Z C4 Tq— — — — — — — — — — —-- - - - - - - - - -— — - - - WATER I POST OFFICE BOX 683 G R E EN PORT. N Y 1I 9 44 Cq —NEW E-\ (T): 9 ACQ-HEADER- - - I ALIGN6 3 1 - 4 7 7 - 8 7 3 6 8P i4'-Op 201.8* L88' +/-3.4' %\ 1 -, 18., cv 301.k' rn k a r c h i t e c t c o rn IN (3)2x8 ACQ FLUSH GIRDER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r L- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - I J L J -11'-, NEW FOUNDATION WALLKoolik Residence TYP-------------J 2X12 STAIR STRINGERS 0 24"O.C. Sandy Beach Road Greenport, NY C 14 U. I �P I S I I N U. NEW P.C.SLAB7 I I A Foundation Plan Scale:3w/ All Drawings Printed on J.1x17 Paper Scale Is 50%Scale Above Basement Pian r,4 — 1 1. of 0.011 1 1 % Scale: 1I4 = 1 L — — — — — — — - L - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - 24-4 1/2' 14'-0' 22'-0" EXIST. 41-01 A- 1 00 VIF 0 2014 Meryl Kromer Architect A$M&s Anorved EXIST.+/-64-41/2' DRAWING ISSUE DATES 24'-41/2" VIF EXIST.+/-4(.0- 3`-9" VTF 05.08.2014 oo SHOWER DISAPPROVAL 12.2.2013 36'-10' SHOWER VIF R Perm it Set 05.28.2014 41 DECK Construction Set 00.00.0000 161•4" 12'-0" 8'-6" REVISION DATES STEPS 1 2 UP •30a •3Qo �................_.. ,....... .......,.......,w......,. m.•..... ...._,......,,....... _, •.•..........:,.......,......_,,.-._.,..__.......,............_:,.�.:.•..m,.,,...._,,:,....,,.....,,_.,........_....,,,,... �.......,,_..�........ „ _.._......,_.._.,.....:.,T...._... .T....,....,..,...M....-..... _.....,.,.....,.r._ ,.,_...,._-_.. p._. ._„__...w�...:_.,._,.,F....,....._.,._:_........,....,,....._.._.._.T...-.,-...., ...M.,.w..,__.._:,, ...,.,.,...:,..m..,,.,....,., ._,_T.....,�.....,_.._,_.,....,_ ._,,.,.,....,,_....�...,m.........................,...,.....,......,.. ; _._.._.,_-._._._.___. __.,_,_w__.._._.a_._.._._..._. . ._.._,.,_.._,.,___ ..._._.._-_ __. _ . _.... 1Q'fi 1/2 3-51/2' 10-51,/2 _ .,.,:, ,-,p..,_m,,.,- .,.,_-,..11 10 3/4 :,,.,.,.,,,.,,.,,,._�.,_,,,,,,,,,,;,,,,,,,,, , ,..._._..•. 8-01/4 .15'-101/2” 01 ..............,._ ...,....._...,.. ........ _..... , R.O.b00R R.O.DOOR .. .. .. . GAS Q- P R. k i r F r ` NEW DECK AND STEPS..._.._....-__,............,- � . _.............._ ...._ . .. . . ... .... . ..... -. . _..,.'_.'.:....�.: .__...,,_.,............................m... .. , I'RtLI%PREP.............. .mT... _ DECK......... W N. W N. ... ... . � , , c� -50 I I _.,....._.:...,._,:,..,........._.......,...._...,.._....._.....,._... ,. .. , .. „ ... .,. ,,. , .. ..... ... . .:..: ....,_:,.,.�:,,....,....,._,..,__....,...,..,..-• to cS -, . ........... ,_.....•....._.n,.b..... w.. ........ V 1802 ..................,.,..._,.,_,..,. ....,.._..:...._..._....,....,._.__,...._....................._..,.-_.... ,._.,.,.,.._.,.. ...._...,.......,.,.,.....-.... I.: , � I . I, '.I - - -- ..... ... ..... . . ... . -- - - .__ ........_.-Ilneot(verhangAbav .,. .,,..,..,.......,..,,.,....,,,:,......:.,,,..w,,.,.:::,....,.::.�,.,,.,,.,..:,., I I e ......:...................,,.....,.,......,,....,..,....., ,,..,,......,:,....,.,....,.......�.,•....,,.,..,.,,.. w,.,,..w.,-:,.. w,-.,,.....:.,,w....,-..........,.....,.��,......,,....i.,..w,•,.,.w•�-,,..•..,.,,....,.,m.....,-,,...w+..,..w,.,w..w.,.:,.....:.,,,...w•,-:,...•..w,,,.•.w,-:::....•.,.,,•...,. .,.,:.......,.....,.., ... , U. i _ -1 _ 1 _.. ... ... - _ N Drawing n S �-1 D in Legend: d: �0 g g ,•.,.,,,•...,-.,,,_ ..:.,,:_,,.,.,..,,..,:.,.....:.. ......-„.•..,._,.,.m.,.,.,:,,. ., .r w. .• .,,•.,.,,,,.,.,,,,,..,,.:.•� ,.:. � Wall To Be Removed ,., Q 01 'I To Rema n „ -- ---- - --- r r ak New Wall ' o New Foundation Wall — — L 5 8'-11%2” 31/2" 15'-01/2" 51%2" 4/A•401 39'-6" M =--—_——= Lines Above Iq � � . :J,;w �5 2 } I � rLines Below $ I — — — --- Guidelines MASTER BEDROOM ACCESS pp ao • °o• oo • —.-- -- — - 6 NEW OUTDOOR SHOWER K x rc Fence PANEL c r s'w ER TH MAST .:� cra I ra I co I UTD R .�dryry♦♦ ' S a ER DcorTag " —.—. N -WO OD FLOORIN 12 :._ . l0 Window Ta �4 12 11 ``; 1 © g .=.: m. I LMN�AREA DtNtf9G AREA K H M , _-:1 KIT EN IN \ ! "x23'RIDGE I #'r , ` N Axxx Section X, •��. •��•��•��••—�•�s—s�•�-•�srsa�•r•� �•♦nio ---u♦ �••,s 9r 6 Sheet A-XXX r. 4'10� 31J2 I•- I 3-9 x Detail Tag gi ' '�b m ;I =,; x I I I ;.'I'wF. �i � \ � �•, '�: .,,,:,•4,•,: Elevation Tag ro W- 1/2' 3 �2" X.893'-11" 3112 3'-1"_31/2 2 —•-- C N z 31/2" g OP I ! 8. x xxx x Interior Elevation Tag - -o W A I .� WALK I CLOS. \ , TILE FLOORING 2/A-40 I I x DN. rn \ INSCREEN WALL PANEL MATCH TO iq N .`-{ I� line of Ceiling Height Change I 11 li-- 111 EXTERIOR V — - - - - — 9UILTMSHELVES - - - - - - N _ — ;:: N UTILITY ui r -- r a EXTEND TOP OF I EXISTING FOUNDATION 11 8' etltngHeight ; CLOSET 10 1 I �� ..:.I ? UP TO 3'-0'ABOVE " GRADE ; U. - - — — -{� line of exist first floor walls tYp__ _ __—— ._ —-.. — — ..r I W� I ; M M E R Y L K RA M E R a V Ceiling Height — 4 c� L6 i r I e� s a r c h i t e c t "� MUD ROAM LAUNDRY �-- -;---r PANTRY U. + GEST R00 I ENTRY FOYER I , 'w. �o S U,) 31/21--31/2" STUDY " 101 5'-81/2" I I 1/2.",.:: 8'-1 t 1 " " z 14-0 .1• , 3 2' 4 6 51/2 - - B oQ U. a 2 r k — > OOD FLOORIN� U. ( `` `� I ' r NEW AREAWAY P O s T OFFICE Box 683 __... , ,'• �'•'' �. E ._. _..: :_::�...::_ ..� . ��• �� E or exist.rust r>oa'warL,, G R E E N PORT. N Y 1 1 aoOWDER :: . : 101 ao line DN. .,- B 6 3 1 4 7 7 8 7 3 6 " : LVE- .- . .w E ,� _ , -30 61/2" 5'•1" 51 y m m. +...• m k a r c h i t e c t c o m U. _..�+ =v:'.::w ENTRY DECK77, � 1 til '•• .,.r.771;�tl .. fir} .} r •� .,:line M Overhang Abode�",;, - 10 �? w � EJ df ti NEW DECK AND N W N. W N. WI STEPS UP NEW GARAGE 8'-8 3/4" 3"-51/2" 3'-51/2" 8'-8 3/4" 2" 3'-4" 3 2" 6'-41/2' 3 2" 3'-�4" 2" Koolik Residence - R.O. R.O. GARAGE Road i I Z U Greenporrt Beach > N 1 Ra ALL STRUCTURAL HEADERS AND 21 S + GIRDERS SHALL BE FLUSH FRAMED W C7 ' First Floor Plan — &ale:1/40- 1'-0" All Drawings Printed on 11x17 PaperScale is 50%Scale Above s LINE OF FOUNDATION �t WALL -._ ti RAINSCREEN SIDING W N. 3, A- 101 First Floor Pian 24'•41/2" 14'-0" 22'•0" EXIST. *0' Scale: 114" 1!a -011 EXIST.+/- 64'-41./2" VIF 0 2014 Meryl Kramer Architect AlVIF 1. nes ammed DRAWING ISSUE DATES VTF 05.08.2014 DISAPPROVAL 12.2.2013 Permit Set 05.28.2014 Oonstruction Set 00.00.0000 REVISION DATES 1 2 -30 300 G\S•�E,'FtED AIyCy/� Q. �(L 241-41/2" EXIST.+/-40'-0" R. Q. KRq CA VIF p 10'-51/2" 3'-51/2" 10'-51/2" 2'-3" 4'-0" 4'-0' 4'-0" 4'-0" 4'-0' 4'-0" 4'-0" 4'-0" EXIST,+/-5'-9" 'F VIFO07. NEW � — - - - - - - - - - - - - - - Wd. - - - -W - - - - - - - - - - - - - - I A A , I WL WTN. WIN. WTN. WTN. WIN. WL WIN. WTN. ( " 11-7 11 7 I i I I I - ( _.,- < I If LAT RRbOF-BELOW —.^. -50 POST TO --ti _ `J Drawing Legend: I _ C <,�RIDGE - I I 1 I �r -'- �KC — — — — — - — �'-�-'-— — — — — — — — Wall To Be Removed I I K ��-- T K ! Wall To Remain Z _ _ gEC7RObM 1 BEDROOM 21 ---� New Wall I I I I I I I I I I I 1H 4 New Foundation Wall Lines Above A:� 10 11 II II I ------------ I Lines Below Guidelines POST YO Fence RIDGEo M 1=a I I I I I I I I I W O \ �, C� aoa N " �� Door Tag I i q Ila— RAFTERS BY VTF,TYP. --: Q ---� I I I I I I I ( WlndowTa� -- iv RIDGE BY VTF SeCtion x, I o z0 ---.........OATH00M .�.�.� � .r .�. ..�.�. 1...1 SheetAXXX Z �.�.�.�. �.�. ,._._. 60 I N x Detail rag " s 1/211F� 7 x Elevation Tai r.: I rl� I II II II II o I Z o Q Y. W' x xxx x Interior Elevation Tag —.—. I II 11 I II M- I B THROO 0 STAIR HALL I x I II II II II I POST TO RIDGE..;;: I ` m I I I I I I I I I I � � IN II II II II I -- I '31'•u' cn I � 11.7 Z M E R Y L KR A M E R 113EDBoOM 3 BEDROOM 4 I I I I I I I I I I I I architect � LINE OP 1 � SR I i i 213 E. FRONT STREET BRREA E K ' * ne¢fBuilding lowI I I I I I I POST OFFICE a O x 6 8 3 GREENPORT. NY 11994 I II i I I 6 3 1 . 4 7 7 . 8 7 3 6 "';kA-304' I POST TO I r I I I I I — ^ — I 1 RIDGE' I I i s w I I I I FLAT ROFBLOW i mkarchItect . com LL m I I I + = ^_. I I I I I I I I I I I L _ - - - _ _ _ _ _ _ _ - - - - Q - - - - - - - - - - - - - -- — — — — I I I I I I I I WIN. WIN. W N. W N. W N. W N. W N. W N. W N. W N. 3'-51/2" 10'-51./2" 2'-3' 4'-0" 4'-0" 41-0" 4'-0" 41-0" 4'-0' 4'-0" 41-0" EXIST.+/-5'-9" Koolik Residence op VIF Sandy Beach Road Greenport, NY 24'-41,/2' EXIST.+/.40'-0" IlkSEE ROOF PLAN FOR DRAINAGE LAYOUT Second Floor Plan Scale,1/40 a 1.'-0" All Drawings Printed on i1xi7 Paper Scale Is 50%Scale Above (D__Second Floor Plan Scale; �'•p" ......_......... A- 1 0e. 0 2014 Meryl Kramer Architect DRAWING ISSUE DATES VTF 05.08.2014 DISAPPROVAL 12.2.2013 Perm It Set 05.28.2014 Construction Set 00.00.0000 REVISION DATES ,IEREDAi� R. K C'.A �3 802 0 Oc NE\0 F N E\N FLAT ROOF BELOW ....... WHITE EPDM WATERPROOF MEMBRANE OVER PITCHED +2. INSULATION BOARD ffYP.) Drawing Legend: Mil To Be Removed 7� BuWall To Re i tie of Bu n Selo main NewWall New Found ation Wall Lines Above -------- Lines Wow Guidelines Fence DoorTag VAndowTag S e ction X, Sheet A-XXX x Detail Tag Elevation Tag Interior Elevation Tag x �'T x '11 of BuIlding o� ne +3R +3 +34 a r c h I t e c t F1 AT ROOFBE W +3" 2 1 3 E. FRONT STREET ..... +3 +31, +3* POST OFFICE BOX 683 line of Building EZ GREENPORT. NY 1 1944 +30 +3* m k a r c h I t e c t c o m ROOF DRAIN W/LEAF 140 LEADERS CONNECTED TO APPROVED DRMELLS,TYP. GUARD,TYP. CY +30 +3R GUTTER +3" Koolik Residence APPROVED DRYWELLS,TYP. Sandy Beach Road Greenport,NY WHITE EPDM WATERPROOF MEMBRANE OVER PITCHED INSULATION BOARD UYP.) +31W +3* NDIL Roof Plan PROVIDE 1/4'PER FOOT SLOPE,,7YP. Scale: 1/4" = 11-0" All Drawings Printed on 1:1x17 PaperScale Is 50%ScaleAbove (D Roof- Scale.�VaV-- V-0- +3 A 0 A 3 0 2014Meryt Kramer Architect ow R gKS M".r*d - _ 1111": :":;_..:",::It 1:;:11:1 ... ;``, ;., .,.11:::11 ... 1. DRAWING ISSUE DATES , 1111. ,', ,., ,�11-., ::.1111 .:".; .. 1_:111 1:11: . "<;. ..1111 ..1;111 DISAPPROVAL ,r. - ; 1111..,. I 11 ,. , Permitt a 2s 2a14 -, ;, : % . 11� Construction ,..:' set 00.00.0000 ,> , - .. . :1:: 1.11: '1:111: _, . 111.:1 1. ;;< `111::;':1 REVISION DATES 1111 1111. .. ,1111, ,, 1111. 1111,.. 1111. . :.: ,. ... 11- 1111 :. ,, , :..".I "', \1111, <.- , . , ii,,. .,, , .. 1;111. ' , . 1111 '.. "... '.,..r", , - ,: it, r,a r .:: r " " "f ti: Ir J i'�r,i I ._t- �i, I: -C; ;�:l i :.t" "�:� �. :�,f":+ V, eti I �'' B B B r� M ]' M T B B B '�' L.M. K, � 1111. .!11 If � ' t �_ L `Il11 #rlI1" '! l aR ?� , 4 r �, , , '1f l -4}; J' I } C t ' I T . ' I I %.l�i ;' l „ I S. 11 I 1 ( (� I �ji�r i ,. 1 i� " .,,,' I" c i ' f ( " f 7k 1 1 1 .�}' 11" } t ft! {- 1 (- �. ... �. �' i s, 1J }I 1. !]" 1_ .: .I . (' }.::,�} j,t ! � k ' a ' J •�-#•, �. -t ] - l f;'T,j' "'�' •, y �-, } r-t•+i ] . , l. } (' I ( , i { 7 , ri �,y X4802 # :1. j vw I i z (' `i I ;.. l., y r „ �pF N alp . II 4I } f , y f { . , I i ,, t i { y'<+ i 1�." �. I ": 1 I '. 1 ��1 - ..f ! 4 . . It ti _]: c i. ,1,. 1 I- '{, �, �. � . > I I - .. i, �7 1 I "I i.l,, ( �'' I, r ,rl� I I , 1111 :.,', ., :, I I I 1 . I �t i I,i. I� � 'j T r I r i T 1 Y t b' s'+„ y t .:r ! �: �,.,. }{ f ��, '3,,a. •r r d3 J L L L C B 8 i B D D D Ell , a 'Ni: . --)� ,F,` 11 11 i - :.r, i 'i -a3.� r T r «s. 1111 ,, .. ,,. .� 11:11. ] i, f. i e 'l ''.." 1' { I f , I i. - _ 1 ft-T r ' t' i1.11Drawing Legend: J f t l i I �r11 r I.. Z ] ] I,' t 1- •� i , i I. I ( i I i � } V, �� r Wall To Be Removed wT I 1 1'. � . 'J^ 1 - I I , , t . : _1111 t ) 'j ;'; ', ,,' I II in i �" Wall T m 1 f i- a e t i 1. . . - .( #, I � i .. I ._ . �j J. , I�.. ._. . . , ( _ r w I.._ , , 3 f.. r..1 ,11,_ � I ., `� .}. �! i. r �' � I� ll � I 1, i ( - t t } 1.1''l,.. � New Wall .I_. J f f �. ;� { , i* 1 ,_<.u. ._..„, _1111.__.. _11:1_1._.�...._...�_.. ,-,1.�,-.:.,._.,. . ,I ' I i �' I• L , 1 I � _- r '1 _._.1:111-,_1111 .,_ ..v.. _.--, ' _ New Foundation Wall m...,,. .,n. __.. _ Ir �I� .I' �'�I I. ,:. :,' "9 :I ',:,,' ,::; ,. ..', t } � I. f T w�, 'i 1 :I -- -- 'it Lln s A i' a hove , 4 �, �t C '} ( I l i �S l` '' .l 1 f '1 i tj,l� (, f 7. �'' .''I;u..I`a u:.l, J,., ,. r r7r r r 't r ,I , I , . _----------- nes ow .1:1 i __.- --to:-'-------- r _-- __11:_;_11 - - ,. .. . . .. . . . . .. . . r. , . r. Li Bel . r . . r .,- _ . L-.- ...._,�L- - - - -- - � - � - -- - rte-- - - - - - - -- - - -- - - - - - - - Guidelines I I I I -•--•--•---- Fence I I I I lag Door Tag - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L - - � loi Wdndow Tag 40- xxx --1 Section X, G) Sheet A-XXX East Elevation � x --J9 . Detail Tag I... x x Elevation Tag 4>x interior Elevetion Tag x `p . I °J, ' . 'I ;1.: '''' r . r !: �Y:: i 12 b ji I: i t, L, . M E R Y L K R A M E R H I ai. ,I` a r c h il c '1 1 d i. t L t r i' I I.! w ' t; 1111 :..� �''' .�,� �.' .;, ,:�;.::;� 11:11 .I.`! ; 11 � tI Y" . I. I. ". �ji .+ .. ., I.. .. .. <,., :�..,. .. Jti'.' ail.' i..' t..f ''rcl::: c' ,";,"„:': 3 tC ,,, � ,, �� 1111 l. " �S'.v„ 'Jl ri '+" ... ��.. ..r, ,. .' ,' olo � ;� ,i,,. �-• n�• ,,,�,.,11'11. ,,^,.L, }'1:,;1i,; '7'I,'�;s I, I r:, 1 I, r. „rl, I .t. .r .. _ , :7 i�t , 11 Ii t I �.. ��' .� ...r.��. �,. .. �,. 1111 �.. � 1111; .� :i . � .':7?, I , i` t +' j:' !':'ASI k .I'. < : r'i ,� 1111, :,, �;:: r .. 1111 .,, o:,l ..< ':5.,,.� 1111 >; �.:.,,..; .r'}' ''a'r ti 3 .f 1 i .i_ .t .t. _i f%` >i r I ?ig �a r u lel ;;';' 'i.i��'; 'Ir,' ;'p'E I E' l J, {' :}• { '"';1111 v' '4'� '1' I ,. rr r„- 1111`,, , + Second Floor Ceiling Height 9 9 Ir''::" - 1 �:I .__ 1111. ..._ ._ „<... f...,.' ..,. . , .., 1111 + I \: I '":,`. I - t , 1111, , ,;; I; C� :j, r .I i, 1 ,.. ,. ... , , ':: ,f 1111 r', ;'i" ,: ,,. ! ii', 2 3 E FRONT STREET T� R 5 REE 41 I 19' �- 1, I: 1, :t.: , � I t . 1111: ( 7 I I { 1 { r 3 �{ ::'I 1. I 11 li i f 151, �' I � I] ,. + 1111. 11 1 r� : , ...� ..: 1111; ...•, r .. 1111 :: ..;�' �..:'� ,:1•• I. +jj I "Y'v , i 4 } ` , , i .. :, � .. ,� 1111 .�..�... .. .`......,, �,�. ;•l' .1 l .I`� Ittt � I.'k P ,1 It I i P ST Ft a of E so�" _ T� c x s ":". - � ,.. � .� ,; 1111. �p:" +11 ;i,:1 "G,d� ..,;,I�.t. P %:3i�., l 1111,,Iif I. r r- , � k I a,.. Ir111,1 'I. 1111, ,. . 1111." I' •I' Ill' 4 t' r, f 1�+r�, ( � .. -7 � �' 3 I :., � ,�; '.. .' 1;111 '... 'S I':I::"' I:t'�i I,;;,. I' Ik', 1 . r:'S I I' iI I;';r,:; , G R E E N f'O T N •a' 'r. R Y 9 4 4 `G" I I I r I. �f"' �I'• I"l. I�� , r ih II. r. 1111 +, � �t.Y 1 Pi He t Second oo ate + F ., Seco 1 ! a '�i: ia. "'t i I s c .{ � IP I I .-..?. :• •..,.;.,..... L;, 11;;1'`1` .;,`nl;„ ';;; It: " - .:. � - ,, 11 ;',�,, '"I I„r ,;111'1.; "L':Lr :','1r' ,`,;' 11'11 :''. .1 :':' '!�. ... .» ,; f. i r r ,:. : '.,r.;'"', ,,;,-�Yr ,I,. I,.,,..I ..I r 1111. rl t,. I{, "i' LI• II i' 3 1 4 7 8 7 6 7 3 6 • - ... '.,,'•i, �r•r 1111 :. i .,i �I. :�'is �i ;: ii,'.'. �"I`';�,.i ' 1 �r4 � I 1. �I 1111 I r. r,; r ,;,.,r, .r• ,,, . 1111 '.,, ,.. ,,: �a;,: ' :."" d'u I �" I ISI, I� I r;. I ^ l'I � 't.,� ,1, 1. r 1111,, «; �� r �, ,;, � �� , � � � 1111 � .r �' .. ��t �fl. r � � ,: � 1111 4i';:I:.�.I .i'q:', I i r :, � �:m•;,,,,L,�:��; �^,.',r x,. ;� �,t"i; ,C'� i'I 'y rn: � r• ;i,,,��y;:;,� i°"i':,:',;�; � "r;,, •,,� '{,, A A 9. Ir. :I'f,�„.r�l .Ifni r � r r „� � . .0 �� G � I � � � �, .� ,., .. ... � �. r., .� '.I ,I. .'I'. Ir .I .I ,I I +r ! I .l I I "I. l I I I .� n I :rm: I. :IL' r,. ;I I nl '� J � �, �' II :,�, '.rs .,�'�. _;.,,n„ �� - �i� , � ,� ' un, I,w,,. .,,.r•�.:,�� ,;��:,61'„ .�., •.l L.I-�, "I,.�� 1111 ,,«.;,. ...I r�,<.a� .:,:.,.'..,e)„� �, '�,I.I '..�r,!,:S"' �.. � ,fit,�I.n' �,:,��.I � � ,,' �.> 'I?:; '7:',' ,;t',«�1:,\',. �'';p°:.. d 1. 1" :U'� I'�I: �I f t h I rI I ,, .,. � �, ::' .:.'�._ ..I .7., .�1 r'.:j it l". I r r .r',',:,' u'". .. 'i '' ,...I: .,.� �� rd L,.; ,,; ,y ,,,' t 1 d '' I, 1 1 ..1 b i h I I m k a r c i e c o w ('r�' t t c rTt �j:;I I i I;'. I" I T.'I I. t.,. 'G II 1" '"I I ;'r P' h .6 i.I I P' ,tI �I� I 4r .I.� t ''I r,Ir ,.t' S , r �.-.. ..,i... '', ,�, �, � �� i :��' '�,:'' ��. .I..'. 1111 'I ..� , l: � ,.� '� '"I � � ',`. �„+•� ): �t:, .•,. .. ,. � ' �:.. ' �. .:' I I.� ,1:',�� ,:1 It:,,, 1111 ,,,r;,. �„� � �� , ... I:, ;,,r' ,;� •, 1111,. 1..1 . . .e ....� 1.., L I. I, r n.. ,i. 9 1111, a rp, r ,.� -� �, .. 1111: 1111 �.�. ,.� ... � I ,_ :, n;, ;.\ " „ 1111,,: I �.::..... .. :..:,�,. :rad L,,, ;1111, ,.. ,I�+:.,.� .. y,.�i �"' :.. r I :+. %I -- ,. .,., 1111. , •: , ., ;,I„ ':r.:; 'r l 12 t. I : • 1111 ;. ;' ' :.:' - ,.r,..,. ,,, ._. ,!, ,,, 1111 :. .I r. 'I'' ''1 «...a '. „1111,.r ., ,: r' '" 1111 I,;,;, ,. ', �I „ ., . I: r. 1„ 1111 r I 1: ,I,. l I '"11 III t.: I. :I d' J. 1. 11 .4 `.`.I; 1. i '1 1 r• a fl! 1 ,. I' I'., ,: .. � :.:; ,,.;.,a.; ; I ,\; ;. ,.L;'(";„ 1111 { ,.. � ,�.. ::. '. ,,.�,�.. . . ',. �"t, 1111;,,;��,:,,I ,. � .. � � .. ,., svia I � q +:.v.'..i.. L } � „ � �•.+:v .� rl.,� :. 1111� 1111:. ,..i' ,. '.� II"'� L,l„ ta.:;�sf• 11'11�,.:.,�. 1111,,I'�,:+ '1111: `.,,I" «1;111'; I. I } a" C � 1. 1 � 11"� I � t. IY{�" I C f C : 11;11. ,, - - 1111 , . I ..,. •. ,, ', ., ;. ,rn„. LL 7r r T r'4i ,, .. + .�:' ,, ;1111 ;,. :�' �',,,, :' 1`'I,,: < , , I '. r_„ I {s iii;„ `G,;,.';,.1 s;':';i; �. " fi , r,, '' I L' 1111 '''r .�!; O ,jy 1 >~ 1 sl ..i.1 1.'I��• ''.,. 111 ,4 I :�_ ;'111;1 S. 'Y:, '�I'� 'jell,:.•,i 'I': �. 'i.7 `swt,' I I �:��;� ';.`t•,'�, a l' � L., ] ��'��' ; � '''.,, `ii Pi. ;'l•�!' I'I', S,`� qui' 0 1 ?. �1 h - ;''r Q e I ar: 1..1' I' >�r i- i . .�' 11`11 I',3'. ;.,; I. i . 1111 . <.. ., . .. % . :I' -. ;;: I I" I ,} {. _ 1 1 I, I I - ,' I �' I I r r , r I,; I; I i h 1. Second Floor Fins Fir ri K K 1=1� K__ K K tiw_ � � � ..' °aI111 fY- Illi 'I' I.it4u :.aw.r..! l..:Gf++r.,l".l�.a;,'L;.V:irsiL::iw:i,.�.r�,a.,.,i.J [J:�:t+:s�i. b.....tV..l.. Il f 14-d i ,1 i�"' I' r I' L.. ,II I 'J' J '�a' e"y., . ., i r � � 1111 I ., . rl �WA 3 I i �;,�', jj ' 1 � , � , �;O .. I I, . (I i I I I 11-i I I I I . � .i� _�.-___.._.�.,�.., �..�..-_.-___ ..-....�, 1____1___11.. �. _ Koolik Residence l L �.. _. 1. - l" I +T-9" r n - i ] 1 �11': ,. ,:r.+ ,(� .: ;-+ ..,+ .. "'�:,. .it'S. -d '-tr` .y d Gars a Plate Height I :,�;�, 9 9 I i :?. , 4 y�� Sand Beach Road i� 7 .h`*11"11""'. ;,'�...'" :ir�;1111 ' y.;, v. 9Y' r,.f-' �`�tr ,.p'a:a a .i.- N :, .}.: ' Greenport,ort Y Qj? pOji' 'C �t h i'•,rt' ! FI .Y > i• T'f �' 7rA �A ",A Ia'lr , ;.� .. � � 1111 ., ,rcti� ,�xa'q ` I i t < 7 i': 1., a a .. t.,.4. ; .+ t. ,+,. , ..,.� .%{•11'11 ,.tt ,r. 1111,-, .; T p s. a !, n I I. i rl I 1. e k. 1111:. "�.;>:,::,: ,k yi��,Y ,'.'�'.� .u, 111;1 ;;' .. 1111 , , r •,r:>a.,. r" „ +'11.1;1 , , 1111, =r'� , �. ,,. .. I ,- „s , : _ 1111 __,. _ -.. , ",t. ., - r 1 a. r�;�. 11 II _ «. i 1111 , r, , i .., n✓,- .., (. ', .u. .irk, :r»•,i. ..,' ., ,. . ,�.. Y. ., .. n. .. 6 .. .r � r � � I ..Ir ,r i 1111 n ,.h. I r. .< ,- 1111. .. ..1. � ., .. � ... r 1. �,� 'tti'r 'f''sit:• i• 5 i,:7 .gid;,.. r^. -t ,,ti•^ � 101 � 4 i, ..':i.. .'N/ I I P 1.1 1 I .I,. 'I, ".?�+. .,�',H 'n�•. ,,,,4'°{f``I .I "I! I- .7 I . F L. f:, I 1 +.1. #. 1 I i �II F... r.uS�, '"I''. 7. �,. q'; .4`% '? I III '�':� k�': tri i N- r t't t w r ' •' . •'Y}'.=�,i h�1•.".,v .l ». - i Ott':.A a , IllI � '�.,. t.,r,. ��. ,.a 1111. .._ 1111_. ,.. 1111. ,. � ,. .,, �� .. :;z. A K� ,9,n,.i>!.{„s .�. ,,. 1111 •-h`„ y;. + 1 .3'`. . , a i " t 1111,: -„- r ,,• p -a<./} i4 s .. , ., .�.ly. - - - 'ti. A� 'r%Ten f wT .iF I 1 4 1 (i, 3.� , 1111 .,. .t ... , 1 I �' 3 , . I 1111 ♦ j 3I ' , 1111 . , }[ 1. t t. .L' i� .1' �� l v. 1111._" , 1111 ,� 1111;. , I ,., I ':„;.;, � I,., I I r .I' ,I :I' � 1111 111;1 I r I. lliNI , ' i r,. T , 1111 4 I ;., Flat Floor Fin sh Ff. 1#, r r r I r,,. - - - -- - - -- - ---- -- -- - - V .:.'I .w I _ _ _ i 1 l :L. J. St r .-._.- _.___ _ -.-,_.,_.. 2 ,i Nr Q l til L. o o o o o ' �y r °°r North Ea r }, ! V E n eat s . II I 0 _ -- _ T.O.oo nil tion Wail -- - - +/- 1'-11" Scale: i/4" 1'-0.. `„ :il I All DrawingsPrinted an 11x17 I' I I I I I' I I i t I I I I; ti `I I PaperScale I8�u0`16 Scale Above I 11 L - _ J L _ _ J L - _ J LT i, s1 /� N I I G i ' :: 1 I I; ............ ;i l I r1X�7 _._.r �IL � A-200 L - - J L _ - J 2 North Elevation SCaie: 1,/4" 1'-0" (0 2014 Meryl Kramer Architect n Rows Pda"("d DRAWING ISSUE DALES ". ": :::: :,. "" ,= ,. - . . >.' - -_. "" ,,,. „".: t " <...- "" _. . " ,: ". . _. .. .. , DISAPPRC'VA 12.2 24131 :.;,: - , , - , „: , DRAWING ISSUE .. ... .. G S E DATES 11,11 „ , .. a a aria ,. I 'll 122.2013 L ., , .. 11", "" " .. ', IliSTANDING SEAM METAL ROOF ": .1 emelt t 0528 x034 ,:':,, ,:, , ,,,, .. . ,. :. .,.- ,.,,_.^1.. „ - '.11ConstructionSet 00 00 0000 ... „ , '' REVISIONDATES ,,. ., <. ,, '1,.` , %' 11.. ,I.: ,. .,. `,A. :.r .. �� "'�,.: .. , u.1„°q., 1,�� F•,.. tills' lu I'^oJ. ,;';!'d: "i;• „r e,�,.1'- „rj 1. .� ,(, r �,n.. .I I... r 1 '1'I IN!{, {u,,nihl; is eg1'u��l: a,:.II, ;, .,r,Jll .. Jr d,. u' :I. rrl h, 'a sal', '§ b I:, y, u„� d. �, f,;"';a.' ,v,, � .!!�� ,I':b,? ^)', Ile I?-I "'lit`'.,' '.. a11', P NI,. I. .,� ...� -,. 'gal:,l %.11� ":;, IS,�,n ,«1 .\,�,i.;l i^, '1 I 11' y' I .., u,. � , ,. ,..,.a ..•i i,� , ..'. ll^,". ,y1''Y,: ;I�;1:' .f'� `rLG '�I.�,..�'ll� �°G�:I,.;t 1:, .. 1111`�';r'I,,' ;,;b,l�,,:r.� ..,�.1�..,1 ,.k , 1 I NF' ly!; .,�:i., .�;:,i 1+111!' ,.. ,,. •i, .,.. a Yip � .. i ii'",:,:i" ',I' - " �: ;,f;' If !Ir'I 1'111: ��+?., L,. 1 r %�!„fid. .';i'. i. t'' I 4 x EXPOSED TIMBER RIDGE AND RAFTERS BY , VTF ... :. ,. ------ ,,•. ,...., ,i' „':,;., ,,..;., 1111,: SIP R OF PAN BY VTF - 1. 0 ELS , ,.. ,. ,. .. ,.:,; r r l a . '. 1I :: Ii'; I.1i it i,; 1 ,-;`,l _r I:� Ij, 1111 h , . .[311-i p. 'jt,: 1 '11: I - r 1 FRED iT yl�: t i.. L R. `, -_ ,, f 1.�,}.al k I Q' �R� K� i�l0 i i., fll il I , I i : : or a 1; ( DAR SHINGLE . 1 -,11 fig -' ” ��1-11' "j;'-0 t ,. 1' 'T 1 i_.1j -- , -- •►1�? IT q7}1 , SIDING W � � 50 �` .11 11,11' I I All 111-11! SI ;' i�'.,(I'�� +12`2” - _ r . ! 1 -_ ;';; li I I;i! Great Room Plate Height . I r; '`'i `1 . w I X4802 X00 ,'� ; I - I I I "�, OO �� F o :' I I.. 1 �j a r t t 1 71 , �, I ^.1+1...,1_. .'�.`Ay j ; t�.lt tii-_4 i3r ' �I,1.�1._. I.±.-l�.lI,]_,.,li 4 '1�� 11 �I. ,,, t.�.i l; lj ---- ---- - --- z=_ ;i• r ;- -- - --- *„ . : iti,i i - --- ; ,I�,-I ,,3• I!,'III - r_r -- - ---- - --- - -- - -- Door Head Height 1,<, it $' r� tiJ 1t I s k;' W e Z 1 I” I I t' ,�„ 1 = W ;. F- Drawin Legend: L MN COU ',I r I. I� 1 I L: }. rl: ,.� d rr. i I i 1 • - r = - - - - Wall To Be Removed WOAD SCREEN WALL, # _ + I (,, :'� Wall To Remain 11 f,. 11, I i I r 'a' ;r,, New Wall ,t:,. 1 -- �' ,;�. ' -500 New Foundation Wall !, IL,,"� ,I 1, _ I 1 �; ''i'iiuf 'i�.c'!!:�+f r r - -- -- - --- .. { "J �'^'1. -y,. - .... - +1-0.4Q -------- Llnes Above _ .; ' L; � I Above New 5ubftoor ------------- Lines Mow +; ,I sa �. t'` �; % .:I "1 I i -.-.-.-.-• Guidelines >r: `N - - - - - Fence ;•;;'. , t- ?+ m.-.Ili- F-'141- *``” lu�IN=I c-dl;.-=1 ==I 1. sl L.� 1® L - _ _ _1 I 11 . ) 1�III1�I-I IIII, ,- s=II = I _IIID-_I III .I I= II II sIIIhIIV�I-.luh 1. _ _ __ _ L. = _. 11 , _ _ 111 III==I -I I;= '= I =IIII �. =H= I I. , IIII i IIII- I = :�=1111=m II �I I-= I, i - I -611 I i =Irl.-l =-I ==I =- -= m= _ - '_.. - .- �� v X11 X11 L >� ,1 Ill 181 �1 1� J1l L Ji11 �L _ .,, = 1111 X11 s 11-11 _ 11 �f II Il -- X1 1 _ SLI JJI L l� I. L -III 11� ISL L1 I Jl 1111 L 1� 11[ 1� I ISI m11 :_� — � i � -- rte: = _ - _I �= _ ,-T I -- -- l0i D r T ,111 !III IIII II,I INI IIII IIII IIN VI INI IIII III IIII IIII IIN IIII IIII IIII IIII IIII IIII IIII II IIII IIII- 11ll....III-- -III III II 1 = � � �:, a.-= ag w-„ .- - ,� ,, „� - - a - „� _ IRI -_I I ,III III 1111 IIII Lrl IRI LII-'IIII IIIIIIII IIII IIII IIII IIII IIII IIII IIII Ipl. „IIII IIII IIII IIII. I I I-,'!- -II- II= -III- I-I I-IIII-I •» III-IIII®III- II-II .>••-I -III-NII®II-IIII®I - -- -- - -� I� ='- _ '-_ _: :-_!'_ G ,R !'_: I_� II. ! .� �. - ..r Il .0 _ =��1s �1��I��II®11��-Ill� �l:�I'1-1J,1=111��I,- H==IIII-I!1=1 -11 I INS I !1 III II I!�I�HI��q�l�il_ Lis pJL�NI! !:, -111- - - -! !- - - -I I-1I_I-II- I-111_ as III-III-I=IIII-I I-- _ _ _ - - - - - . = _- a.._ - _^II_ Ilfl „1111 IIII-- IIII II IIII Ifll I IIII III II Ilil III I I III II IIII III IIL_-IIII_-IIII Ii,l IIII IIII .1111---IIII. IIII INI-1111 IJI -.1111. -.1111.-.IIII-NII-IIII-IIII--IIII-1111- -IIII-IIII--IIII-1111-=1111==1111=IIII_-IIII. •1111 ._ wa _-III,� m ® _ a _� 3 ,i, ._ zm:ll a'=e 1 AWr .�� ,_- __ -. ._ _ ._ _ _ 1111 .Illi 1 I 1111 ,1111 IHI _III IIII I( TI 1111 1111 II J IIII II 1111 III IIII,,T III I =lf(I�IIII-IIN:11 117=Tflrasl ®IIII-=11=1T III® 1.111®IIS I� - -I'. - - =�1. _ .t4 _ _ _ _ _ 111 - II I - I rl -Illf I INI IIII '1111-Il11=1NIIIi-I!II�°Nil. .I I!� 'NN 11(1 Irll ! 'IIN=_:Hil--1111 1111` •.,i IIL INL,:INI==1111`1111' }y. !N!_IIID NII .!i1-IIII-!111 :- - �1 = _ SII_ I= -_ ._. ` -.:_: - _ ,_ ,=:m - - - .- ... I_ NEW LALLY COLUMN&_ _ __ _� __ _ -_ -- -- _ -- _ -- -- lfi ,ISI T�I_laT IIII 1 �� I_l I III 1111 ��, IRI-I IIII III lRl IIII NN IIII IIII IIT IIN IIII IIITII� =IIII Il �1�� I;II IN -. 3A1 - - - - = - - - - - - =II_=11!!=1-IIII=1111 -III Tr-II =�=�1-,III=f1=11j IIII=I =III= -rff( 1-if11-1111= =VII-IfT-11-C-I --I!=1 -=''I_ 1MndowTa _- Igllil"l!11�111 II 111:=11I�illl-IIII�I II "'+ =111! II IIII!=111-IIII I® -� i- - � TF DRAWING ISSUE DATES VTF 05.08.2014 DISAPPROVAL 12.2.241.3 Permit Set 05.28.2014 Construction Set 00.00.0000 REVISION DATES RIDGE BEAM BYVTF SEE DETAIL.BY VTF ATTIC 12 11 +19-4" ---- ---- - --- - - --- --- - Second Floor Ceiling Height G\SiEREDgRCy L R.K, INTERNAL ROOF DRAIN - ---- - ---- ---- - - -- ---- - - .� - - +16-41/4" I W 2'F� �`�� LEAFGUARDt TYP. -- - - - --- - ---- �. - T �Ir I � Second Floor Plate Height � ��' � °�• TAPERED INSULATION ROOF BOARD BEDROOM 4 BEDROOM 3 c) to n, VTF SIP (p 01:14802 VTF GIRDER Lo ° 4 OF NEWOO c C4 +10-4" 1/4"per foot - - - -- - - ---- -- Second Floor Finish FL ,ria- ____T 1/4"per foot `� -- :-t Garage Plate Height ; NEW FLOOR FRAMING Drawing Legend: +T-g" - ,�o_ID z = : : _ _ __ : Wail To Be Removed l Wall To Remain ` — New WAIT New Foundation Wall GARAGE iGUEST GUEST&STUDY ROOM c NEIN FLOOR FRAMING, BATHROOM -------- Lines Above op 91/2"TA 230 16" fi [� ------------• Lines Below O.C. NEW(3)13/4"X 117/8" - - - - - Guidelines +1 OfI - GIRDER .- --- - - --- - - +2" - -..- .- Fence - _ First Floor Finish FI. ioi Door Tag New Subfloor ARADE AWAY-- s u ;ti CRAWL SPACE 10 w' t •I IIII=I-II I._�I I=II I�I�III_H1I-I ImII -Ia III�I-I -INI L�,c.Io-I J I,��.1_=I.I_�I..__I 1_.1.I.��IIII�-�I-1-I I -i I1�:-m I III"�__-�1--I III 1_-II1=IINI_ll-II-II'I,II-II-�-I,) -�-•IIN I-�..I.-''1-I-�oII�I'1.__III•II-=iIIiI:I.-.�..Iffi_,II�iI,. --III:I I.-_I.II._-,IIII-I-II.II=IIII-II-IIaINI r1_61 �IIII �NII _III-I-I I-II IN�=I-I _IIII II—II I-I_I1III—III IdIIl=II I �.�,'��.� •II1it1 II--N--II_IILI_III=f II IINIII-,_II II-III'II�=II.IIIIIIII_---I I-_lf_iIIITI'lI1--II I=I 1III I-_-I I-_IIIiI lI 1=I g._1II_I.-.I�..{�1....•.'.,I'II(I I-_�I=lii IIII II=II 1-L-I.Ii-II-I'lII=L.III_II_I 1_-I I 1-I_IIINllI-_wI-II I-.II_I,II_�1I-I 1-IIIII_SI-=II-.I I 1II1II LI II IIN_II III I I�II :I.-LIhI I J_II.I—_.I.II-I INI I_�II I-i II_�_I-1.=NI INI_�•-L—II 1--III',IIII._1=:L -II 1I_ 1- Wnd wTa gT.O.Foundation Walt JI _ I IIiII - IIII I IIII--III 1111 IIII;sIIIL :IIIII IIII- III=- III II .IIN� EXISTING CMU FOUNDATION ® —I - - - II= -I- R I® a �.•" I I nI II III II IN II -I,II®II-11=11�11�11 II III II II III I I II I I IIII III I II - ®I III III II it I III IN II III III 11= =IIII- = 1= = = -I v,' = 1=11= 1=1 I® �.•IIN I I I I I I I I I INI I I II I I I I I II I NI 1 = 1= _ � q as -I . I -� I== I I III III I III III I I IN I N III I III II I II III IN :II IIII® I I I III III II I II NII I N fl 1_ I N 1 - x actlon X I I I._ II:_=-�®II I I_-��—_I.._llI-.I_1__�I.,I.I.I:1>—.Y.�I-.,I��-..•..--,-,_—.I_.,._ri,I,_�®+III__�._�I�IIIt-_—r-�INII_III-^T_1-a Li II�ll.II_II1-_1�IIINILII_-_sTL-I II II II-II ll_IIIII_I1I-II-.=�II iI-1 II-II-T__I-II I-�----IIII--II_-III_-I_I_-L�-IIIIlIl-1II-I III.I�---IIII III_-III-I cIINII-III-_—I--l_i�i�-I II INI'�—I.I-N.�---II II I'.--I lII-I-I---NII II-II_-_N I-I--II I,I-I-•II I�_=�,Y:I II_I II i-u-N.I I--_:=Ii='II III III-I�c-I1INII1II1I-I-I I I�I1II1IIII I1I T--II N�-l—.-II.I II_IIII_�I'—NII lI fI x�-iII=I1it 1II1I—IIII iIII--�J III1II1I-I1—IIIIIIII--IIIII-iII II I II I. IIII I -II iIi-I II- --IIIIl-IIiIIi—III-IIIII-Ii-11--11--IIIIIIIIIIII.-I-I-I II_NII II-III T-II I_IIII'III-T_I II--III IILI-II_II..I.1.IIIIIIIIIII.I__•I N,I =I.I IIII I YcII I II III-I. -III I_I III II-II—_IIIl II rIII III I II(II—T_IIII1 I II-NII II®_III I�IIII I-iII II--If—TIINII I11i I IIIIII-II—l:IIf_Il_TIIII T-!I INII—_IIiTIlil II.IIIII LIITaL_I—IIIII III—T_I iIiI=III_IIIII_I 1�I-tII1I—IIINII_II.III.-I IIII'I.II�IIII II�II II I1.II II-II II-II—1_II III II--II.-II_--II-IiI I—IIL�IIlf®—_II IIIII_II-II II-II—_—®IIIIII IIII T-II IIII=—_Ii_I II�--II�IIII I--Ii IIt II I1IIIII�=—_II IIIN_II TflIII lI=r—II_IIII III�-IIII-I II a�—cII INI III 1-Ii, ---IIII I1 II IIIII-II 1—II1I1I1�1IIII1I1II.-_I_I—1II>IIJIIIII 7 1I1111 .---- I- .-I. I-_ I I1I{ t_ NNI TTI _ _,'.IIIIII =aI�1II1IN1I .3l l-r_NIINIIIIlI=L_ Ii-I.1II J1II1I1I I _ IIiII WALL TO REMAIN --- -X X X -31 - IIII _ I I I �I I -1111E _I I_II I—IN 1 III it I—IIiIII I I II IIII iTt IT—IfNTII I ISheet A II II Ill-IIII- iIII1 L �- -�I _IIII IIII-= III - __sJI xI1I a l=IIIII I1L I _ I- L�-: IIiI1i1-.�—II _- II-_ I_I _- - -H�"-- Detail Tag-�- -I I- II- - I x� Ill I Iill"l lll IIII IIIINI II IIII IIII IIII INIILII INI EXISTING G$LAQMAIN-- IIII Ii _ I I III. I .1111 IIII IN I II II I II o ,-- _ I I I III I I IT I I I I I it ITI I III I I I IIII III Ili I I I I III II 11 II I I I I II 111 I I III I I III I I I i I — i— I I I NH IG I N N N I II II I IIII III _il.•� _ = I . I II i TI II =I = I I I —II it II III - ! !I II ll I I= ,� i I III I III II I I II T II II� III I it I I I I I IT I II I I I T II I I N I I IN i q I I III T I I I I I IIT I I I I II:._ r, �s x- r=_I I{-.I,- .I III IIII 1111 III Il—II III III II II Tlf- TIT II TI ii I, ll# I II ITN I � T- I T � II N II NI N II I 171 II IN I N N I I III(.=1111- i t HII Iiu III IIN Il I I N I 1 I I_ I I - - - -. - __ _— I ., --I I II. III I II. II TI IV II III I I V LI I I it II III III I I I__ I II I I I I IIII IIII IIII ILI INI I III I TNI IIII I I I II IIII I III III it INI I II 111 II I I I III IIII IIJ INI II IIII INI III IIIL--IIII IIL IIII-1111 611_ INI -.III TIII--1111 III-IIII ISI III lAI IIII IIJ-IIII II�III IIII III IIII 161 ISI III, IIII III,-IIS 161 111-111 IIII NIIII IIII IN IIII IIII ILI I I III IIII IIII IIII IIII IIN ISI IIII III III II IIII- ILI II IIII IIII TIII IIII- ._ _ __ _ _ _ _ __ __, I i - - E a on Tag u_ - _ _ _-- _ I- - _I _ _ _I _ -- _ _ _ _ _ _ _ - - -I - - -I - - - -If-ILI_ - -11T= =11 _I,- IL, 1111 II J 111T 111T II I 1T - _ - _I, - - - -I -- I- - 1-II -II- it I i-11T - - I I I - - -I:- - I I -1�- - i-I I(- - - I 1111 - I I I I I II-IIII- I I I -III- 11T TIT I I I TIl I T ,H I I .I I I TII Tilt T I I>--IIT TiTI T Tf I - 1'f I I I T T TIII 11 T I T t T Til � T�f -f � � _ � 1 11 _ � � � L LT II _ II 171 � 1� TT fTlrl � � .__ _ _ _. L� _ __ _ _1 1� _ L� IT� __ � LSI_ __ _ -_ hI_ . - �I __ - � - -I � . _ LT 1-- I�III I�I II I�111=IIII—III I--I II I_I II I—IIII—IIII—III I—IIII—IIII—III I—IIII—IIII—IIII—III I—I II�—IIII---IIII—III I—IA I—I II I—I I!I—IIII—I II�—IIII—IIII—IIII—I II I—IIII—IIII—I6I—III I—IIII—IIII--IIf i—IIII—III I—IIII—II,I—IUI—I II I-1111—INI-1111—IIII—IIII—U'I--IIII—I:I I—IIII—III I—IIII—IIII—IIII—III I—IIII-1111—IIII—III I—I II I—IIII—IIII—II�,I—IqI—III I—IIII—IAI—IIII—IIII—IIII—IIII—IMI—I II I—II II—INI—I II I—IIII—IIII—III I—I NI—I II I—II II—IIII—III I-1111—IIII—III I—IIII—III I—IIII—III I—IMI—I!I(—IIII—III I-101—I I 4>x interior Elevation Tag 1 BU' d! . Secfiion x Scale: 1/4" M E R Y L K R A M E R a r c h I t e c t 213 E. FRONT STREET POST OFFICE BOX 683 GREENPORTI NY 11944 6 3 1 4 7 7 - 8 7 3 6 m k a r c h I t e c t c o m Koolik Residence Sandy Beach Road Greenport, NY Sections Scale: 1/41 1'-V" All Drawings Printed on 11x17 Paper Scale Is 505 Scale Above A"30 tai 2014 Meryl Kramer Architect AN Filrowan" t DRAWING ISSUE DATES VTF 05.08.2014 DISAPPROVAL 12.2.2013 Permit Set 05.28.2014 Construction Set 00.00.0000 REVISION DATES fu Hitill,14#11"Ifli t vii flA-4 -44:111 11444- "X 23'RIDGE BYVTF ��` R. "" �y X4802 �OP EVY 4 —6x8 ROOF RAFTERS BY VTF mi 4till 1; STANDING METAL „,,'; •',; SEAM ROOF Drawing Legend: ON 1/2" PLYWOOD, Wall Section @ Great Room Ride 2X4 PURLINS ON SIP - - - - - - - • Wall To Be Removed Cale: 1 1/2" — PANELS(TYP.) Wall To Remain New Wall SIP, BY VTF(TYP.) New Foundation Wall 1X6 RAFTER TAILS a I6"O.C; -------- Lines Above 1X6 BLOCKING,IM ON 1X8 ------- ------ Lines Below CEDAR FASCIA,RIPPED IX WOOD TRIM TO MATCH R00 ;yh'i'glll CEDAR SOFFIT — — — — — Guidelines RAFTERS Fence TYPICAL 1/4"REVEAL TIMBER RAFTER BY VTF,TYP. dol Door Tag 5/4X PAINTED WOOD TRIM a Window Tag A�xx '—� Section X, "heat A-XXX x i WHITE EPDM TRANSOM WINDOW UNIT WHITE EPDM Detail Tag WATERPROOF WATERPROOF MEMBRANE V,'ER MEMBRANE OVER PITCHED INSULATION PITCHED INSULATION x Elevation Tag BOARD,TYP. BOARD,TYP. PARAPET WALL AS ANDERSEN E SERIES x,�oa x Interior Elevation Tag REQUIRED WINDOWS,TYP. `✓ PARAPET WALL AS x ' REQUIRED HIGH DENSITY SPRAY {{ FOAM INSULATION I Ilii Itlili'4'�i'I 2X6 WD STUDS,16"OC W/3.5" IIl,i ll,l ,SII II 1 . , (OPEN CELL)a ALL ; I,II;I,I,i�i'i'i'i;' MEDIUM DENSITY SPRAY FOAM Illlil ISI hll ' EXTERIOR WALLS CLOSED CELL INSULATION(R-24) - (TYP.) iili'�i i'ii'ii'i'i' AT ALL EXTERIOR WALLS. I I t� III II I II I f RAINSCREEN FASCIA I,�I��I�I�Iljl�Il�lj �I��IjI�Itjlljil'I'lll i I'll'll I'll'li'I'll'I � • '+l�'�.� I�I,� i�li'li Ijllll I'llllj I''I''i'li'I LVLHEADER-SEE STRUCTURAL li4'h li'lill'I'llll d 1X4 CLEAR CEDAR hill I I,'I I IIII Illt'I I�I,I,il,ll,l I,IIIII Ilt,II I'llll \, ' I I,I, I 11 I,I I IIII Ili III IIII I I I I I I M RAINSCREEN W13/8" a,�ll ,;Illt I,�I�I zz " I�II�I I�II1I'illll�l ,,IIII, I,�IIII 1111111 PACING ON 1X PAINTED i;�i;ii �i'i'I'�I'i' SHEATHING I'i''''''�''i' i'�il� { 5/8' PTD GWB 0 ALL WALLS ;�i;�i;i;�i;�i i'�'' ''I M E R Y 1 K R A M t R BLACK BATTENS ON 1/2" iii��ii ilii�i�i iii ~ '- "" TYP. j�l'll'j'I'llj I'll'll a r c h I t s c t T-111 OVER 1/2" i��ii�i iii�iii ilii; -- 1/2 DENS 1,11111 I,II,II GLASS BACKER 4,il,i ;III�,I,II,II, PLYWOOD SHEATHING ——— — FOR CEMENT f { .) a PLASTER FINISH " , C 2 l 3 E. FRONT STREETTYP. 1!4SOFFIT PLASTER CAULK JOINT POST OFFICE BOX 683 SWING DOOR UNIT SLIDER DOOR UNIT G R E E N P O R T, N Y I i 9 4 4 ' 6 3 1 - 4 7 7 . 8 7 3 6 WalISection @ Entry Awningi m k a r c h I t e c t c o m Cale: 1/2" - s Wall Section @ Great Room Awning I Cae: 11 = 1 - I 5/4 x 41PE DECKING FASTENED WITH CONCEALED CLIPS ON TREATED DECK FRAMING, Koolik Residence TYP. Sandy Beach Road ' Greenport, N1( I I t i 111/4" i 4" 1/4. 1/4. :d� •'y: :v 'Lt yjyl'�a•+l+ •:b �ai:t4.R•.: %ti 31,/2"t31/2" 31,/2« ;'4.,'i,.�''?•�,,t,e�a'�'a„'il.h' :'�',J; �'�il;it,,,'af��yq�4.l�4.�':'�'�` '�,"I Wall Section Details - • ,,Ni•, ',;' , Scale. 11/2 1-0 ' CY All Drawings Printed on 11x17 Al, i'';'. ., ;; EXISTING 8"CMU FOUNDATION w h,• Paper Scale is 6p9'o Scale Above N WALL. SEE STRUCTURAL ' a"' DRAWINGS FOR NEW FOUNDATION DETAILS ^lit��, ai,�Id h� � �,� Y":a r�:!G :� •• . . ,� , ,� . A-500 Wall Section @ Garage 4 Wall Section @ EntSwinDoor Wall Section @ SlidingDoor ecton @ !�talrCaseT Cale: — Cale: i = Cale: 1 1/2, � Sae (O 2014 Meryl Kramer Architect At lets Ramrod