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HomeMy WebLinkAbout40828-Z fFGL/r G� Town of Southold 9/27/2017 0 P.O.Box 1179 53095 Main Rd �49A p�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39249 Date: 9/27/2017 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1205 Soundview Ave Ext, Southold SCTM#: 473889 Sec/Block/Lot: 50.-2-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/2/2016 pursuant to which Building Permit No. 40828 dated 7/11/2016 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 DWELLNG INCLUDING FIRST AND SECOND STORY COVERED PORCHES, SECOND STORY SCREENED PORCH,PERGOLA AND OUTDOOR SHOWER,AS APPLIED FOR The certificate is issued to Haratunian, Stephen&Arda of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0021 06-26-2017 ELECTRICAL CERTIFICATE NO. 40828 06-27-2017 PLUMBERS CERTIFICATION DATED 06-27-2017 BrIN Piecuch 0000 Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT y 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#: 40828 Date: 7/11/2016 Permission is hereby granted to: Haratunian, Stephen 21 Middle Dr Manhasset, NY 110301414 To: Demolition of an existing single family dwelling and the construction of a new single family dwelling as applied for per Trustee, ZBA and SCHD approvals, as well as DEC letter of non-jurisdiction. At premises located at: 1205 Soundview Ave Ext, Southold SCTM # 473889 Sec/Block/Lot# 50.-2-13 Pursuant to application dated 6/2/2016 and approved by the Building Inspector. To expire on 1/10/2018. Fees: DEMOLITION $335.20 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,778.40 CERTIFICATE OF OCCUPANCY $50.00 Total: $2,163.60 Building lnspec o Fogy m No.6 TOWN OF SOUTUOCD BUILDING DCPARTMENT TO WN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application tnust 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. S. 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- n 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 mmg 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. C6py of-Certi`irate of Occupancy-T-23-_ =-- 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.0e0 Date. (,� ' "/12 New Construction: a/ Old or Pre-existing Building: (check one) Location of Property: I2��' ��0 ���� i ^ 1 •_,a �ULb< House No. Street Hamlet Owner or Owners of Property: A,21-\A 4' S pftW 1AA(K AU W 1 A&) Suffolk County Tax Map No 1000, Section rj 0 Block (D Lot Subdivision �j Filed Map. Lot: Pernut No. ` fO� fol-21 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ —`�h-- ------- -------- -------------------- - - ---- ---------- - ------ --- - -- - ---—- - --- --- U�v nt Signat*,. pF SO!/r�®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 a� roger.richert(aD-town.southold.ny.us Southold,NY 11971-0959 Q BUII.DING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Haratunian Address: 1205 Soundview Avenue Ext. city.Southold st: New York zip: 11971 Building Permit* 40828 & 40829 Section: 50 Block: 2 Lot. 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum Electric License No: 34091-ME 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 68 Ceiling Fixtures 17 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 1 Wall Fixtures 15 Smoke Detectors Main Panel 2-150A A/C Condenser Single Recpt Recessed Fixtures 85 CO Detectors Sub Panel 1-60A A/C Blower Oven Recpt 50A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect 2-150A Switches 54 Twist Lock Exit Fixtures TVSS Other Equipment: Bp# 40828 - House BP# 40829 - Garage Notes: 3- Exhaust Fans, 1- Range Hood, 4- Paddle Fans. Geothermal Heating System, 11- GFCI Circuit Breakers, 9- ARC Fault Circuit Breakers. Inspector Signature: 2-ate: June 27, 2017 0-Cert Electrical Compliance Form.xls saU�y Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 ' pl�C� fifi '�4 ti1Y�s BLTILDING DEPARTMENT TOWN OF SO THO D nD [EQfl'V[E D JUN 2 7 2017 BUILDING DEPT. CERTIFICATION TOWN OFSOTHOLD Date;- 02-7/17 Building Permit No. Owner:— f4g ral(J'r is n (Please print) Plumber.. Aral PielutA (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. i i (Plumbers Signature) Sworn to before me this day of, , 20j]_ 41A,po -- A, Uw() Notary Public, &)�@ L�—counLy TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2.01g o �� �oF so 7� o� o H O old o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT CN [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING S RAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ LECTRICAL (FINAL) REMARKS: vii �r 1 (�� l wL 6� P� �� DATE INSPECTOR OOF SOUr yo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION-1ST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 4 .e�/ Y D 3 ccs �a94cLe � ,�i�5 R&fV�r V DATE 6 INSPECTOR so Tye TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ KFIRE E SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT AL (FINAL) R MARKS: �r2 � `CG 4- DATE 3 INSPECTOR SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR- QF SoVlyOo qu40 2 ��y�OUMV 0c� TOWN OF SOUTHOLD BUILDING. DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: L� -ow DATE �' ("7 INSPECTOR c � o8y� OF SO(/lyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 _INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: YIA� lM D ol< n - k • DATE ANSPECTO dh M E R Y L K R A M E R a r c h i t e c t 2 1 3 EAST FRONT STREET Southold Town Building Dept. POST OFFICE BOX 683 Southold Town Hall PO Box 1179 G R E E N P O R T, NY 1 1 9 4 4 Southold, NY 11971 6 3 1 4 7 7 - 8 7 3 6 September 2,2016 m k a r c h i t e c t . c o m RE: Haratunian Residence 1250 Soundview Ave. Ext.,Southold Tax Map# 1000-50-02-13 Bldg. Permit#40828 To Whom It May Concern, pr, �� O VI have inspected the foundation construction at the above mentioned [2 D property. SEP - 2 2016 To my knowledge,the foundation walls and footings were installed according to NYS Residential Building Code and according to the Construction Documents submitted to and approved by the Town of Southold. BUMDING DEPT. TONT OF SOUTIiOLD es Regar c � ra A AP 0248 ' COQ Srq7�E OF NES P 1 q0VIIr J.P. HUNTER ENTERPRISES,INC. HUNTER INSULATION ■ � ER HARDWOOD FLOQ.RING 675 It Street,Riverhead,NY 11901 (631)283-4120 fax(631)283-4163 June 9, 2017 RE: Haratunian Residence 1250 Soundview Ext. Southold To Whom It May Concern, The above referenced house was insulated as follows: Flat roof 5 %" closed cell R-38. Pitched roof 10" open cell R-38. Exterior walls 3 %2" closed cell foam R-23. Bedrooms/bathrooms 3 %2" fiberglass for sound control. Between floors 6" fiberglass for sound control. Existing crawl space with 9" R-30 fiberglass in the ceiling and 3" R-21 closed cell foam on exterior walls. New basement ceiling 9" R-30 fiberglass. Low expansion foam at windows and doors. Fire caulk all penetrations as per Code. Insulate stairwell with 3 %" R-15 kraft faced fiberglass insulation. Any questions please do not hesitate to contact me. Sincerely, E9=19FgF1' Kenneth Brauner JUN - 9 2017 TOWN OF SOU THOL D v,'U�'���:- -� r r i C f" M,r _.Q_ , 112UM2 . . pf,WINVIOMMUIM • t: t • STATE . • , IN- WAWT o ;�� 12M.1 W51SNe'i - 'Erg Mani �r �•�.� ori A, r l 1 � n ��J TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying9 TOWN HALL ' • Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20_f5_ Contact: Approved ,20Mail to: Disapproved a/c Phone: Expiration i ,20_A_� pector - OCT 29 2015 A IC TJM, F UILDING PERMIT BLDG DEPT Date 1� 120 TOWN OF SOUTHOLD —NMDW(;D&WRuCTIONS TOWN OF SOUTHOLD a. This application MUST,be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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. hut i I ture of applicant or name,if a corporation) �'� �o�C (v doh, �re�,v►�,�'t, WY 116144 (Mailing 1614 - (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder RCM tTE�l Name of owner of premises STS?t- SK 9V 4ZDyN 4AAP-.^-?U'N -A r� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be one: v YAd V r t House Number ` Street i a?t,- Hamlet County Tax Map No. 1000 Section 5d ,,-if;Block r ,T d 2 Lot Subdivision ''= `Filed Nlap'No: Lot (Name) 2. State existing use and occupancy of premises and intended use •d occupancy of proposed construction: a. Existing use and occupancy G I Yl a l e-.,, 4-&& S IcAe hGH b. Intended use and occupancy '' 3. Nature of work(check which applicable): New Building Addition ✓ Alteration ✓ Repair Removal Demolition Other Work (Description) 4. Estimated Cost 500 1 000 _ Fee (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 I 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use, 7. Dimensions of existing structures, if any: Front �i G 2� Rear 2 O 2 Depth 2 S_• 2 Height Vif JR hajANumber of Stories z �� e4 V it, c;Val4 Dimensions-of same structure with alterations or a itions: Front 4-0 �. 'iJ,; (Rear., 0 2 Depth • Z Height 2 IR-) , n,rjh. Numberrof Stories 2 N�IGAF?k� , � 8. Dimensions of elm-new construction: Front Rear Depth '2, 2 Height Number of Stories 4 =ca 9. Size of lot: Front (7(5 Rear i n . q Depth 2J • �� 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ?-, " 14d 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO /Will excess fill be removed from premises? YES `NO AI;z->5A 6 Sim N 2t Mtt0k--E bR. 1 ie 14. Names of Owner of premises }4P,E-^-rUNt M Address NhANkkl�SEl", NY Rone No.5l6 415 518+ Name of Architect MEKYL. 9P-4159 Addresspo i.�ox &b,:5 GranpnWhoneNo 4�44-9:466 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES -*' NO * 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 being duly sworn, deposes,and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) 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. Sworn to before me this //- - � day of -E)C+� ! 20 i Notary Public CONNIE D.BUNCH Signature of Applicant Notary PuW,State of New York No.01 Bum&%So Qualified In Suffolk County Commission Expires April 14,2 01 IL maggagm i7 M I lit ' 14 U, J m CjF , 'i", -ie �r:JLl IS IPI�, � ,i,; I V RL ilp 0 15 �Iilp 9 N M IMP 5"d�'P DUAKUW&S U�11 TRU SIFE. N tl ,is 16P lvflalj� Mwo 014N P 'fl A-1, JBION09.-15945',1x;1,U7 SKY, I), �i PEP H.W; 14A 61AR iml A V F"�!W In, N, R 11 'H POP 'RT�YA'DDRESS.;}`t1t205 SOUNDaE! !AdVE: X! UJ3WA-1j"I It 4 I q I I IInt � 1+� 11 12 '0 PD, glig 111. Pursuant to y d-` m 11�0111 IF, 'if Vio Own zc 1� I if, 111 1. IM 'I r U FIN Nq IRM11; Rij It i; with e R Mr, M '61falligol Ll r N RCRITR jdS L 1. 34 1 IP-1111i 1, 9 M I 3OU c m 2',i WO-11 rationtoQUI cation 5118NW'i A '"?I - , I bjbcr I c n AN i1rit"N td iumP, MAYMO v. au orizesandpermits the ollolace(roof ff ludiPermi 0 stanty ..n I yii P., I 11101 91-It 1 03 ,11 A U VV and 9 H't,$41 il A nt1# 1kf 9111 ll� 14 'it 11 IHN 1pr gg rill it s� cl;Tli I'll , 'i "I'll", git, a ku 1 :11 oi !" affin lidl construct lu&t U.-,bLUI WIGIUOIA lu slue) ellen p NUM[] CItillL MIA!N'tIMM RI M1.1 U141_111ii kIll ;.. , " R'F W' '10 1"Ail" I I)IIISM61 10�_ 'UN 1p 14 61 911111111P , 1, g I In It v3M S I �iocli& w u (�iiwlll westerly,III' a Pun IM-11[l IOU, M R(11 6 Ar, ]-"I L-"-"ed jjc,,,,.& sqcia� easter9tzly pood stepsttg1la eb U11 A -,Lrpif . e s ly�'Rjls la" 8 TV MW .ffcond,st If4r rNI ](lull UId' ti h en -y rlt1vWN1vHueUY1-constructIIl Lr u tuAllial A exi ,•I q,.jA' JIUMUUM cc 0 ,4 Ubtlot; 1 IS11.1 11,11 C r e K 11 1 Liallip .1 1 4titil 11, U D F4 IC,yl�ll f C TI 9 tj I mlo - I TIPF VIM Nlr%�� �'V L__A�Qle'j!�fjdivvei I l�� r �,mnd:� �610111UMLISII 6 Xd 41 rch U e constru� [ag4 me "tu --fir tlj��lit. ARMLIpwif U� 112s� I acep exis OnSE e ,�UCI,11 Or[XvL ppe garaged 20 from tr oca Ulpa, .1 1AM sanitary 71 JuLAVYU,�v. 113 _�l 63 ral Ut,? I TV A L, Irg I;I_Arll_ L �jf liM rstemm IL aji,#JLUU[)Llurl. installiste I ist e pa vii�11 Irl!64 rs, It (J"m�If if ORU I nL.4LjO(,? roninIn 'imirmop 1� q � d six 6. lu h masonry lawn NQ H I ,�111 M ill it, - t nclosureo,encing;I s a 11.1 j , qPq o Lull L€4re U1, s s ffie"Ad� 1piain" ppr ximatel, q.;gYm .1 1AWL idea offer Y epared. 41 1�1q, NoR J04'""'Al M�b -4"inagivilaxp[Corik a 4Nfuti IFL Tilly landwarwe e lull,. J� , b vWMM u og 0 Wmaryvin, z lap rovediox it] 0�4�p M it V11 Ssi .,,Rny,ziALdo tees cre iC S eal.,tp,L) Vr� MYM el _.0T,1r1q5,ivl in Wou gel a mi QV rA IIHN 0-1 IN4 A, Is O� r 3ati, �ko L orae MA U Am Uor N �,qad5thegEffib�ent.§Ad be subscribed ;M _Nm -1 C ILI L rel R!" ":,q; PH, 05 4 Ski -N-1-SA P4 M N 6 K .Qlapqif % VIS P3ai:t ,6 i Try, 61 A. Min 'Ahivt1l 44•;-4 Michael J. Domino,President ��0f souj�0 Town Hall Annex John M. Bredemeyer III,Vice-President �® l0 54375 Route 25 P.O.Box 1179 Charles J.Sanders Southold,New York 11971 Glenn Goldsmith G ® O Telephone(631) 765-1892 A.Nicholas KrupskiO Fax(631) 765-6641 o D BOARD OF TOWN TRUSTEES SEP 2 5 2011 TOWN OF SOUTHOLD BUMDING G DEPT• CERTIFICATE OF COMPLIANCE TOWN Og SOU THOLD # 1373C Date: August 8, 2017 THIS CERTIFIES that the substantial renovation of existing single-family,two-story dwelling in- place(roof, second floor, and at least part of first floor walls/framing to be removed and replaced over existing foundation walls to remain), and construct a two-story addition and porch on landward side of dwelling(with new foundation walls and unfinished basement below);reconstruct in-place existing westerly and easterly first and second story attached decks and associated easterly wood steps to lawn (westerly steps to be permanently removed),construct 4'x10' outdoor shower over 150sq.ft. first-story deck addition on westerly side of dwelling; construct 130sq.ft. first and second-story deck additions(with screened second-storyporch above)on easterly side of dwelling; construct 4'x4' first and second-story deck addition in-place of existing stairs on easterly side of dwelling; construct 16'x22' one-story detached garage 1001 from bluff crest; remove existing septic system located within 100;bluff setback and install new sanitarysystem more than 100' from bluff, install steppingstone tone pathway in grass and six 6"high masonry lawn steps; relocate pool enclosure fencing; install a drainage system of gutters to leaders to dWyells; and establish and subsequently maintain a 15' wide, approximately 3,090 sq.ft. non-turf buffer along the landward edge of the bluff crest; At 1205 Soundview Avenue Extension, Southold Suffolk County Tax Map#1000-50-2-13 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 19,2016 pursuant to which Trustees Wetland Permit#8745 and Coastal Erosion Permit#8745C Dated March 23, 2016,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the substantial renovation of existing single-family,two- story dwelling in-place (roof, second floor, and at least part of first floor walls/framing to be removed and replaced over existing foundation walls to remain), and construct a two-story addition and porch on landward side of dwelling(with new foundation walls and unfinished basement below); reconstruct in- place existing westerly and easterly first and second story attached decks and associated easterly wood steps to lawn (westerly steps to be permanently removed), construct 4'x10' outdoor shower over 150sq.ft. first-story deck addition on westerly side of dwelling; construct 130sq.ft. first and second-story deck additions (with screened second-storyporch above) on easterly side of dwelling; construct 4'x4' first and second-story deck addition in-place of existing stairs on easterly side of dwelling; construct 16'x22' one- story detached garage 100' from bluff crest; remove existing septic system located within 100; b1L►ff setback and install new sanitary system more than 100' from bluff install stepping stone pathway in grass and six 6"high masonry lawn steps- relocate pool enclosure fencing; install a drainage system of gutters to leaders to drywells; and establish and subsequently maintain a 15' wide approximately 3,090 sq.ft. non-turf buffer along the landward edge of the bluff crest. The certificate is issued to ARDA & STEPHEN HARATUNIAN owners of the aforesaid property. Authorized Signature I NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL`CONSERVATION Division of Environmental Permits,Region 1 SUNY`a Stony Brook,50 Circle Road,Stony Brook,NY 11790 P (631)444-0365 1 F.(631)444-0360 www dec.ny gov LETTER OF NO-JURISDICTION November 9, 2015 Arda and Stephen Haratunian Re: Application ID.1-4738-04431/00001 21 Middle Drive 1205 Soundview Avenue Ext. Manhasset NY 11030-1414 Southold SCTM # 1000-50-2-13 ARNO-DEP - -Dear Applicants: Based on the information your agent submitted, the New York State Department of Environmental Conservation (DEC) has made the following determination. The portion of the referenced property that is located landward of the "TOP LINE OF BLUFF", as shown on the survey prepared by Nathan Taft Corwin III last revised September 2015, is beyond the jurisdiction of Article 25 Tidal Wetlands. Therefore,.in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661), no permit is required for any work occurring at the property that is landward of the jurisdictional boundary indicated above. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the jurisdictional boundary without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within the NYSDEC's jurisdiction which may result from your project: Such precautions may include maintaining an adequate work area (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of\obtaining any necessary permits or approvals from other agencies. 1 Ve ruly y, urs, F I F h A. Wi 'land e uty Per ' .Administrator JAW/m rp CC: _ En-Consultants BOH—TW - File' NEW YORK Department of STATE OF OPPORTUNITY Environmental Conservation John M.Bredemeyer III, President O��®F SOy®� Town Hall Annex Michael J.Domino,Vice-President 4 54375 Route 25 All P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A. Nicholas Krupski ® �p Telephone(631) 765-1892 Charles J.Sanders1� Fax(631) 765-6641 yCOUN 1,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT#8745C Applicant/Agent: En-Consultants Permittee: Arda & Stephen Haratunian SCTM#: 1000-50-2-13 Project Location: 1205 Soundview Avenue Extension, Southold Date of Resolution/Issuance: March 23, 2016 Date of Expiration: March 23, 2018 Reviewed by: Board of Trustees DESCRIPTION OF ACTIVITY: To substantially renovate existing single-family, two-story dwelling in- place(roof, second floor, and at least part of first floor walls/framing to be removed and replaced over existing foundation walls to remain), and construct a two-story addition and porch on landward side of dwelling(with new foundation walls and unfinished basement below); reconstruct in-place existing westerly and easterly first and second story attached decks and associated easterly wood steps to lawn (westerly steps to be permanently removed); construct 4'x10'outdoor shower over 150sq.ft.first-story deck addition on westerly side of dwelling; construct 130sq.ft.first and second-story deck additions(with screened second-story porch above)on easterly side of dwelling; construct 4'x4'first and second-story deck addition in-place of existing stairs on easterly side of dwelling; construct 16'x22' one-story detached garage 100'from bluff crest; remove existing septic system located within 100; bluff setback'and install new sanitary system more than 100'from bluff; install stepping stone pathway in grass and six 6° high masonry lawn steps; relocate pool enclosure fencing; install a drainage system of gutters to leaders to drywells; and establish and subsequently maintain a 15'wide, approximately 3,090 sq.ft. non-turf buffer along the landward edge of the bluff crest and as depicted on the survey prepared by Nathan Taft Corwin III, Land Surveyor last revised on February 16, 2016; and stamped approved on March 23, 2016. INSPECTIONS: Final Inspection SPECIAL CONDITIONS: (apply if marked) In accordance with Chapter 111-15 Erosion Protection Structures: N/A A maintenance agreement is attached hereto and is a necessary special condition of this permit. BY: � John M. Bredemeyer III, President Board of Trustees FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: November 5, 2015 TO: Meryl Kramer(Haratunian) PO Box 683 Greenport,NY 11944 Please take notice that your application dated October 29, 2015: For permit to demolish existing dwelling and construct new single-family dwelling at: Location of property: 1205 Soundview Avenue Extension, Southold,NY County Tax Map No. 1000 - Section 50 Block 2 Lot 13 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 70,459 sq. ft. waterfront lot (29,791 sq. ft. buildable land) in the R-80 District, is not permitted pursuant to Article XXII Section 280-116A(1), which states; "All buildings or structures located on lots adjacent to sounds and upon which there exists a bluff or bank landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff or bank." The survey shows the proposed construction at 34' feet from top of the bluff. NOTE: The survey shows an as-built 12.3'x8.3' shed located 6.9' from the property line. Authorized Signa Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. BOARD MEMBERSSO Southold Town Hall Leslie Kanes Weisman,Chairperson O��o U�y®� 53095 Main Road•P.O.Box 1179 • ti '` ® Southold,NY 11971-0959 0 Eric Dantes is Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Horning �� ® a� 54375 Main Road(at Youngs Avenue) Kenneth Schneider 1'YCQ(fNr(� Southold,NY 11971 http://southoldtown.northfork.net D ������ ZONING BOARD OF APPEALS D TOWN OF SOUTHOL) 16 Tel.(631) 765-1809.Fax(631)765-9064 �� d �� BUILDING DEM FINDINGS,DELIBERATIONS AND DETERMINATION TOWN OF S®SOLD MEETING OF MARCH 3,2016 ZBA FILE: 6911 NAME OF APPLICANT: Stephen and Arda Haratunian SCTM#1000-50-2-13 PROPERTY LOCATION: 1205 Soundview Avenue Extension(adj.to Long Island Sound) Southold,NY. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II 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 December 22, 2015 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 Jan. 14, 2016. 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 INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the UAW. The LWRP Coordinator states the reason: 1. the "deck" proposed to be replaced is located seaward of the Coastal Erosion Hazard Line and does not meet Policy 4. The inconsistency is mitigated by the issuance of a previous review of the LWRP, dated Feb. 7, 2007 recommending the renovation of the "deck" as Consistent with the LWRP and the Coastal Erosion Management Permit 6530C, dated Feb. 14, 2007, which permitted the renovation of the subject "deck". Furthermore, the incidental in-place replacement of the 21 square feet of first and second story decks and associated steps located within the C.E.H.A. is a reasonable and necessary action related to the proposed in-place demolition, renovation and expansion of the existing dwelling. Also the applicant proposes to covenant in perpetuity an existing 15 foot wide, 3,090 square-foot non-turf buffer adjacent to the bluff crest, which will help mitigate potential erosion to the bluff, all making the proposed action CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject property is waterfront to Long Island Sound, located in an R-80 zone district and is non-conforming with 70,459 square feet of which 29,791 square feet is buildable. The property is improved with a two story frame house with attached decks, an in-ground swimming pool and frame shed. It has 130.04 feet and 110.99 feet at the northern property line along the apparent high water mark of Long Island Sound, 439.36 feet and 75 feet along the westerly property lines, 163.55 feet, 219.5 feet and 116.06 feet along the easterly property lines and fronts Sound View Avenue Extension for 100 feet, all as shown on the Survey/Site Plan prepared by Nathan Taft Corwin III, L.S. dated April 9, 2014, last revised January 15, 2016 Revise Prop. Septic System. Page 2 of 3—March 3,2016 ZBA#6911—Haratunian SCTM#1000-50-2-13 BASIS OF APPLICATION: Request for Variance from Article XXII Section 280-116A (1) and the Building Inspector's November 5, 2015 Notice of Disapproval based on an application for building permit to demolish existing dwelling and construct a new single family dwelling, at; 1) less than the code required bluff setback of 100 feet. RELIEF REQUESTED: The applicant requests a variance to demolish an existing dwelling and construct a new single-family dwelling having a 34 foot setback to the top of the bluff as shown on the Survey/Site Plan prepared by Nathan Taft Corwin,L.S. dated April 9, 2014, last revised January 15, 2016—Revise Prop. Septic System and the architectural drawings prepared by Meryl Kramer, R.A., Sheets EX-100, A-100, A-101 and A-200 all dated 10/28/15. ADDITIONAL INFORMATION: A letter from Suffolk County Soil and Water technician Ann Marie Calabro was received by the Board on February 23, 2016. The bluff on the subject property was found to be in"fairly stable condition with dense overgrown vegetative cover." To prevent bluff destabilization, it was recommended that heavy machinery, equipment, and supplies be stored and/or used at a minimum of 25 feet from the bluff top edge. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 4,2016, 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 variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. This community is characterized by dwellings which are located substantially closer to the bluff than 100 feet. Furthermore,the proposed construction effectively results in the in-place replacement of the existing two-story dwelling and attached decks with a landward expansion only on the landward side of the house toward the road and not toward either adjoining properties. 2. Town Law X267-b(30)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing dwelling exists at a non-conforming top of bluff setback and cannot be relocated landward sufficiently enough to warrant complete demolition, removal and relocation of the dwelling and foundation due to the size and configuration of the property, the orientation of the bluff, and the existing location of the in-ground swimming pool and pool patio located immediately south/landward of the existing dwelling. Therefore a proposed reconstruction in-place will require a top of bluff setback variance. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 66%relief from the code. However, the proposed reconstruction will have the same non-conforming top of bluff setback to what presently exists. In addition, the applicant proposes to covenant in perpetuity an existing 15 foot wide, 3,090 square-foot non-turf buffer adjacent to the bluff crest,which will help mitigate potential erosion to the bluff. 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 demolishing an existing dwelling and constructing a new single family dwelling • Page 3 of 3—March 3,2016 ZBA016911—Haratunian SCTM#1000-50-2-13 din=ltace with a landward expansion, 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 Dantes, and duly carried,to GRANT the variance as applied for, and shown on the Survey/Site Plan prepared by Nathan Taft Corwin, L.S. dated April 9, 2014, last revised January 15, 2016 — Revise Prop. Septic System and the architectural drawings prepared by Meryl Kramer, R.A., Sheets EX-100, A-100, A-101 and A-200 all dated 10/28/15. Subject to the following conditions; CONDITIONS: 1. Relocate the existing 8.3'x12.3' frame shed to a code conforming location. 2. The applicant shall formally covenant the maintenance in perpetuity of an existing 15 foot wide, 3,090 square-foot non-turf buffer adjacent to the bluff crest. 3. To prevent bluff destabilization, any heavy machinery, equipment, and supplies must be stored and/or used at a minimum of 25 feet from the bluff top edge. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. 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 andlor 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. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one(1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Dantes, Horning. Member Goehringer abst 1 . This Resolution was duly adopted(4-0-1). Leslie Kanes Weisman, Chairperson Approved for filing 3 / /2016 Jarski, John From: Rachel Terry <rachel@nfwoodworks.com> Sent: Friday, July 28, 2017 8:53 AM To: Jarski, John Subject: Haratunian project Good Morning John, Hope all is well! In regards to the Haratunian project, Southold town permit #40828, Kyle asked if I would send you this picture so you can see the picture of the sticker on the meter for the fire department and CO. If you could please confirm receipt of this email, it would be greatly appreciated. Any further questions, please don't hesitate to reach out to kyle at anytime on his cell: 631-375-4969. Best, Rachel FR t _ Rachel Terry Office Manager North Fork Woodworks, Inc. PO Box 1407, 810 Traveler Street Southold NY 11971 Office Phone: 631-298-7900 1 Scot,=X Russell 0-- ST01KIMMMA\'7C']EIK SUPERVISOR 1 I�M[A\NAG1EM[]EN T SOUTHOLD TOWN HALL-P.O.Box 1179 6 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET .JUN 0 7 2016 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes NO '{ (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more 1 than 5,000 square feet of ground surface. ❑ B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑Ef C. 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' E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ®Ig F. Installation of new or resurfaced impervious surfaces of 1,000 square 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. 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. APPLICANT. (Property Owner,Design Professional.Agent,Contractor,Other) S•C.T.M. �: 1000 Date Dstnct NAME Stacy Paetzel 50 02 13 05/12/2016 Section Block Lot FOR BUILDING DEPARTMENT USE ONLY Contact Information- 631-209-2410 Reviewed By: Date: 6 "oZ —1 G Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — r 1205 Soundview Avenue Ext. ® Approved for processing Building Permit. I Stprmwater Management Control Plan Not Required. i — — — — — — — — — — — — — — — Southold, NY Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 APPLICANT S.C.T.M.#: 1000 s CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) 50 02 13 � Stormwater Management Control Plan CHECK LIST NAMC• Stacy Paetzel Section Block Lot w z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. 111—Prim Q Date- >k The applicant must provide a Complete Explanation and/or Reason fol not providing 631-209-2410 05/12/2016O1Y all Information that has been Required by the following Checklist! b'B"Murc 7rl,ph—;—t- 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YES 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 00 b. Total Site Acreage. 0� c. Existing- Natural & Man Made Features within 500 L.F. StOSION &SEDIMENT CONTROLS of the Site Boundary as required by §236-17(C)(2). Shall include but not be limited to: d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Wate! Awell maint,in e. Limits of Clearing & Area of Proposed Land Disturbance. Wire Rarki-tj Silt Fencing, stabilization R, f. Existing & Proposed Contours of the Site (Minimum z intervais) Seeding of exposed and/orinactive sells. g. Location of all existing& proposed structures, roads, 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 POOL IS EXISTING TO REMAIN. j. Location of proposed Soil Stockpile Area(s). 00 k. Location of proposed Construction Entrance/Staging Area(s). 0� 1. Location of proposed concrete washout area(s). 00 M. Location of all pioposed erosion&sediment control measures. 2. Stoi mwater Management Control Plan must include Calculations showing 's REQUIRED the slot mwater improvements are sized to capture,store,and infiltrate Engineermg at 65-1560 before on-site the tun-off fi om all impervious surfaces generated by a two(2")inch Backfill, OR ProviceEngineer's Certificate on rainfall/storm event. that die drainage has been installs d to Code- 3. Details&Sectional Drawings For stormwater practices at e i equired for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. [� b. Construction Entrance& Site Access. USE OF EXISTING DRIVEWAY FOR CONSTRUCTION ENTRANCE. c. Inlet Drainage Structures (e.g catch basins,trench drains,etc.) d. Leach ing Structures (e g infiltration basins,swales,etc) F-111 11 11 -* * FOR ENGINES DEPA T USE ONLY**** I J Additional Information is Required. Reviewed & ❑ Stormwater Management Control Plan is Not Complete. I = proved By; — — — — — — — — — — — — — — — — — — — — — — ,;i I Stormwater Management Control Plan is Complete. Date: I SMCP has been approved by the Engineering Departmelit. FORM ' SWC Check List -TOS MAY 2014 r r ®1<SOU��� Town Hall Annex 54375 Main Road r0 el.® e 01AIn:S O B AT P.O.Box 1179 G ® a� Soudiold, Y 11971-0959 ��jr/��n�'� J AUG 15 2416 BUILDING DEPARTMENT BUILDING DEPT. TOMM OF SOl[ GLD TOWN OF 50U MOLD APPLICATION FOR ELECTRICAL INSPECTION ' REQUESTED BY: Date: c9,/-Z-/J Company Name: �ir✓�,,, - s-- Cc� �i�cc License No.: 3 yo G I v- Address: SUcv'fty 0 /U, Phone No.: JOSSITE INFORMATION: (*indicates required information) *Name: iq 2� `tycJ l�}�V ESI�E tiCtf `Address: la 176 SouryO lirc Al E 7` *Cross Street: -_�>o&,`?-10 C,L *Phone No.: 26 5 9 Y.Z-i Permit No.: p S 2-$ 4 Tax Map District: 1000 Section: _ Block: Lot: 3 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) 3o oo S Q �f HouSr (Ji Cr c22V eDeT�C(�o 442•¢6 r 6 oo .SGS ' (Please Circle All,That Apply) *Is job ready for inspection: YES! O Rough In Final *Do you need a Temp Certificate: YES NO Temp 9'nformaltlon (if needed) =Service Size: �ase3Phase 100 150 204 300r 350 400 Other *New Service: e-connect Underground Number of Meters , hange of Serve Overhead Additional Information: PAYMENT DUE WITH APPLICATION Ic 82-Request for Inspection Form ���� SOUTH®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q l�c0Uf1lT`I,�� July 13, 2017 BUELDING DEPARTMENT TOWN OF SOUTHOLD Meryl Kramer PO Box 683 Greenport NY 11944 Re: Haratunian, 1205 Soundview Ave Ext, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) WIctrical Underwriters Certificate. 7 A 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 — 40828 — New Dwelling zo,vc SURVEY OF PROPERTY I S Z4'20,54,, SITUATE f -� '�oT T� APPARENT - ,1 j S O U T 1 1 0 L D °/ D TOWN OF SOUTHOLD WATER LINE 30.04' SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-50-02- 13 r'i90 S 77'01 '06„ SCALE 1 "=30' APRIL 9, 2014 JUNE 9, 2015 ADD PROPOSED ADDITIONS col , 1 0.9 , SEPTEMBER, 2015 REVISE NOTES AND SEPTIC SYSTEM AREA = 70,459 sq. ft. 1 .617 ac. _ - - - CER TIFIED TO: 8-- - - - - kP STEPHEN HARATUNIAN 70 - - - - - \ ` ARDA HARATUNIAN 12 - - - - - - 6'0 14 00, 1620- _ - -_____ \ ��\ �\ �� II _ - - - - - - - - - - - -6 OD', 22- - - - - _-_-_-O` \ DRAINAGE SYSTEM CALCULATIONS: 26- _ - - - - - _ ROOF AREA (GARAGE) : 352 sq. ft. 28- - - �� \ \ __ - ` _ - - - - - - 352 sq. ft. X 0.17 = 60 cu. ft. 30 =O_\ \\\\\\\ \\\�� - _= ` \ = ` _ _ - - - - - -8 60 cu. ft. / 42.2 = 1.4 vertical ft. of 8' dia. leaching pool required 3 36_ - - \\ \\ \ \ � - _ - - \ = ` O _ - _ PROVIDE (1) 8' dia. X 2' high STORM DRAIN POOLS 38- - __� \` \\\\ �\ \\ /i- - `_ ` - - _ _ -10 ROOF AREA (EXISTING AND PROPOSED): 1,591 sq. ft. 40- -12 1,591 sq. ft. X 0.17 = 270 cu. ft. 270 cu. ft. / 42.2 = 6.4 vertical ft. of 8' dia. leaching pool required 42\ \ \ \ \ I I \\ \�\ //// _ `\\��\��\ - - _ - -14 PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS \ \ \ I I I \ //� -16 PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 1 -20 -24 2 PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: O -426 23032 - --36-40 38 s �- \� ` -- 42 C -44 0 - - - �RQ R�� // /'/ '�� 74.4 OF 74.2 \��_ \�\\= -4648 s /// /////" _ TEST HOLE DATA IO 42- / // /// 73.9 PROP. 15' WPI E - _ ���� ��5 P CQ N - / // 73.0 - �� - yQT q5T yq2 44- = / ////j///// ////j NON-TURF BUFFER72_6 0 N q( qRQ _ _ / //////j / \�� 44- (-S-0 9-0-sq. fW 4 4 (TEST HOLE DUG BY McDONALD GEOSCIENCE o. S - F/(IN 46 - /////////////%� 7 3.3 _ ON APRIL 10, 2014) / /////// - 4_,9 w 70.7 71.2 6�$ QN aS 48- - ///// /// WN a a 0, Q� Hq YC 50- - ////////////j 7 G:- - a I / FENCE 83 IqR�q�FD COQ " '4 �x 75.9 I I 74.6 7 .3 8 1.1'E. DARK BROWN LOAM OL �yF£T gRFq FRQ,yI 56 /74.4 XISTINr�1St 2nd STORY 1� 21 sI. ft.0 PECK 9 O,r Mqp 664 �i////� J. DE6K5 TO BE REMOVED WITHIN COA ALI EROSION l(� 6 //// AND REPLP/GED�`: AZA D AR A 72.6 72.0 I Q 7068 _ / - �'--- - '--�'-� - --� ' '�� 0 72- 74.3 C F Ss 7 /X75. o '- \' \ O oQ t ' 9 S� PROPOSED EXI5TIN6 HOUSE TO BE - o _ G Q. F / I O PRO, O o - LI PROJECT BROWN CLAYEY SAND WITH 5UE35TANTIALLY RENOVATED 5 1 8 S SILT EENGE GRAVEL IN LAYERS SC IN PLACE (EXIST. 1st & 2nd STORY �_ q r o 74.0" _ 7 T % �5. ���� "'PROP 4'x 4' 1st $ WALLS TO BE REMOVED 8 REPLACED 1 x G oZ�Z rr / ft.1 t�,` ,��� s- FFV������ _ `~ DX STI NC_ TO 2nd ST` RY DOWN TO I5t FLOOR DECK 6 o o P llp yq 1T10 �� � _ STEPS GE FOUNDATION, WHICH ARE TO REMAIN). O off\ `F f PR CKD ft %� - - P ` 47.6 0 L�PROP. R oZ ORY E 40 5 F� t= F��J - DE MAS T' HIGH '--- -- r lz� o�\5T PR0 pSOD/�yNOW�. \�� p.-..�8 1 �� y` x-- - ONRY LAWN STEPS NOTES: G� < U74_D7/ x 175. Q �O AQ � ti �: �0� j I PROP. 10.8'x 12' 1st g ° 59' <�<� <�\ 9 / 7a 4 I ,., DECK ADDITION 2nd STORY 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM �• 5GREENED WITH 2ND STOf2 EXISTING ELEVATIONS ARE SHOWN THUS: 70.0 \ /d 0`f�� A O`� rG \ PORCH Qg0 EXISTING CONTOUR LINES ARE SHOWN THUS:- - - -70 - - - - r /'p�0 �NC� P , TEST OLE PROP. LATTICE �E / 75 7 X t'L�P '' oA 7 2 TOIST. SEPTIC SYSTEM ALL °a BROWN FINE SAND SP 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. ¢P 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP / P ��� \�_ , I \ SEEBNOREMOVED 76.5 `� p 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. P¢p0�65 X \ti y 4.2 / ^_-=73P No. 6 ° a ° 1 POOL; 12' DEEP, 8' dia. / 76 ROP, b" �, c 1= 900 ~'`7 73.9 MA HIGH x 0� F4 r P 16 74 L4WN STEPS 65' (-r•rr PROPOSED EXPANSION POOL F . '` ' \ _3 5x•O' PiROP NO WATER ENCOUNTERED \O� .� \ ��_--" \ GARAGSED f ST PROPOSED LEACHING POOL OGPNG� ��/ 77, g 9 \ �� yry 2p O' PROP o CRY ¢E0O�F 9 F \ -75 MASONRY GRADE PROPOSED SEPTIC TANK pa0��PO C�-� '/ gg/ 'Zc� �� Pyr \ \ a h£. --TILI7y p10 POLE Z O 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD ��� a oG \ '�- po OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. OPS y Za \7 1 5. - 75 75.9 I LE W/RrSER W 5. LOT AREA LESS COASTAL EROSION HAZARD AREA = 29,791 sq. ft. P OF oo O 1 ' r; + PROP G 0 O 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND �O 2� < 111• BIN ARBAGE REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. X00 f6NGE s I -'f 0 ENpoN��N y�c^� ..'I STO� 5,N PPING X N v 7.7 I o GRASS w F / o �N 17 .3 w EXISTING LOT COVERAGE �� �oF 7s''ti °'6F // Q�Q� r w O (TOTAL LOT AREA LESS COASTAL EROSION HAZARD AREA) O�L�eA W O o ll� 69 0J ��O yT( 71 ZQ''r i 2 , 3 d. OCESSPOOL DESCRIPTION AREA % LOT COVERAGE J�� �?�y� F <� �� 0�. a ja<11 `ZS FRAME HOUSE 795 sq. ft. 2.7% WOOD DECK CpNR O �^ o (PORTION NOT IN COASTAL 490 sq. ft. 1.6% '1j � L O x 74.6 a EROSION HAZARD AREA) \ ����' ,S� // .5 /� X O 4�Q N �pSgoC u INGROUND POOL 722 sq. ft. 2.4% \ F`�` ' \ �� I �e � \? 742 FRAME SHED WITH RAMP 133 sq. ft. 0.5% Flo \ ) 7 Q 5.1 I %'/ ' TOTAL EXISTING 2,1 40 sq. ft. 7.2% S 74.7 \ c p O rG 20 x \ 75.2 � PROPOSED LOT COVERAGE -41 o� "\ o (TOTAL LOT AREA LESS COASTAL EROSION HAZARD AREA) \F y / 7�6 x74-4 J Fd i / 73.6 DESCRIPTION AREA % LOT COVERAGE EXIST. FRAME HOUSE 795 sq. ft. 2.7% 092� Fac ";Zlo�� EXIST. WOOD DECK �� o,<, �L 74x I F� (PORTION NOT IN COASTAL 490 sq. ft. 1.6% ��c A 74. / .41 EROSION HAZARD AREA) DQ EXIST. INGROUND POOL 722 sq. ft. 2.4% p /4 V 73.9 e( 0 . G EXIST. FRAME SHED W/ RAMP 133 sq. ft. 0.5% FF r ) i ,0 0 X A PROPOSED ADDITION 538 sq. ft. 1.8% 9L� �0,9�F c o0.8 << PROP. 1st & 2nd STORY DECK cam/1 s oy ti� ADDITION IN PLACE OF STAIRS 16 sq. ft. 0.1% PROP1st & 2nd STORY DECK ADDITION WITH 2nd STORY 1.30 sq. ft. 0.4% PREPARED IN ACCORDANCE WITH THE MINIMUM - PORCH ABOVE x o STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND PROP. WOOD PORCH 120 sq. ft. 0.4% TITLE ASSOCIATION. PROP. WOOD DECK WITH OUTSIDE SHOWER 150 sq. ft. 0.5% PROP. GARAGE 352 sq. ft. 1.2% 2C PROP. PERGOLA 292 sq. ft. 1.1% TOTAL PROPOSED 3,738 sq. ft. 12.7% N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION ADDITION Nathan T of t Corwin TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor WELL COPIES OF TH'S SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Iseksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 34-057B SURVEY Old PROPERTY l S 74-20, �L`�� SITUATE APPARE 54" £ �' 1 SOU�'HOLD NT 'L-/�� � 1 TOWN OF SOUTHOLD WAreR 30.04, JAN '40. 9 2016 SUFFOLK COUNTY, NEW YORK CINE i S.C. TAX No. 1000-50-02- 13 S 77°0 '06„ ZONING I`oO"D OV APPEA SCALE 1 "=30' E APRIL 9, 2014 sem, 0,99 JUNE 9, 2015 ADD PROPOSED ADDITIONS SEPTEMBER, 2015 REVISE NOTES AND SEPTIC SYSTEM NOBEMBER 11, 2015 ADD STREET TIE DISTANCE JANUARY 15, 2016 REVISE PROP. SEPTIC SYSTEM 6- - - - AREA = 70,459 sq. ft. 1 .617 ac. a- - - _ _ _ _ CERTIFIED T0: 10 _ \ \ STEPHEN HARATUNIAN 12 - - - _ - \ \_\ \ \ � 6'° ARDA HARATUNIAN 14 118 - - - - -�- � \- � \ \ \ I� - - - -- 00, 20- - - - _ _ \ J� - - - - -6 22- - - _ _ _-_-_-_ \ \ \ \ - - - _ _ ' DRAINAGE SYSTEM CALCULATIONS: 24- 26- ROOF 4 _ _ _ ROOF AREA (GARAGE) 352 sq. ft. \ \ _ 28 - - -�\ \ \ \ 7 - - - - 352 sq. ft. X 0.17 = 60 cu. ft. 32. - - _-_=` \ \\\\ -8 60 cu. ft. / 42.2 = 1.4 vertical ft. of 8' dia. leaching pool required 3 36 \\44 PROVIDE (1) 8' dia. X 2' high STORM DRAIN POOLS ROOF AREA EXISTING AND PROPOSED 1,591 s ft. 10 1,591 sq( ft. X 0.17 = 270 cu. ft. q 40 -\ \ \\\\\\\\ \ \\ \\o/ �� -12 270 cu. ft. / 42.2 = 6.4 vertical ft. of 8' dia. leaching pool required 42- \\ \ \ \ 1 I I () //j/ _=\ �\\ � \ - - - - -14 PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: _228 \ -3032 -34 -36 -38 z. -42 -44 -46 FRO of -- _� _ _� 0 - -- � / / / /// ii ////// 74.2 -��� ��� \ // 74.4 - \\\ -4a TEST HOLE DATA p cQQN 42- /�/moi/ 759 PROP. 15' WIDE _ \� \��_� ��5 y0 AS Nq - //i //// NON-TURF BUFFER 73.0 BLUFE; ������� zzz TQ 4 4s5a- (TEST HOLE DUG BY McDONALD GEOSCIENCE $6RQ$y0I7VF 48- /////////i ///4 8 7 3.3 -6 66 ON APRIL 10, 2014) S�0 N '14,> S 50- - �i i���ii ��wN IIP 70.7 �i.z D, 83 q D 52- -i// ///j/ x 4 \1 x 75.9 I I 8 1 1NEE DARK BROWN LOAM OL 5'7FFT gRFq F'90 56Da �///%/�/74 4 X15TING I5t 4 2nd >TO E I 74.2 sl. . 0 3 ECK / 7 5 1 9 QF,tjgp 6g24 %////j 011 PECKS TO BE REN'OVG�p WITHI COA AL�EROSION l!0 66- AND KI AZA D ARA 72.6 moi_/// _ L.__.�" 72.0 l 10 68 �// S 77.0_ 2 n�� 772- 74.3 C /5. 74 \ \ l\ 6.5oo`�Ld�1 4( PROPOSE? p EXI5TIN5 HOUSE TO BE 3 \o\ p �O G�,- 9u- Tl / 0 ROJE 50F r' A LIMITING GT BROWN CLAYEY SAND WITH SUBSTANTIALLY RENOVATED 5 < '1, � 6 S 'n SILT FENCE GRAVEL IN LAYERS SC IN PLACE (EXIST. I5t 4 2nd STORY 7 74.0 7 .1 x ry� ���L `' PROP• 4'X 4' 1st 4 WALLS TO BE REMOVED 4 REPLACED co°0 x ,�� s Fv�� DECK ADDITION TO REPLAGEY DOWN TO Ist FLOOR DECK 4 G �n�p \ Ft' F' �� EXISTING s �, p 1�0 � i1�o�i � lv+ � �` -- � srEps FOUNDATION,WHICH ARE TO REMAIN). O tO �o �o�� PR EGK PFD pt\ �� F�PJ ^� 4j-6 DC PROP, o , - K C" HI6H PRYO pSED/R yHOWER\ O 22 ��y` x_ �F MASONRY LAWN STEPS G UTD O o \ . .< I PR NOTES: .� < o ,�75. .0' �0 op O <Z � 74.7/ 0 I f'o' DECK AD DI 11 1 Ist 4 2nd STORY a a 59' 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 70.0 \\ /OJT 0u�� Q ` o O\�. \'" . \ SCREENED PORCH 1 TH 2ND STORY EXISTING CONTOUR LINES ARE SHOWN THUS:- - - -70 - - - - r �J /�p-PP ��C9 P �>io� o TEST OLE PROP. LATTICE ABOVE [� ))) / 75 7 x 7P EXIST. SEPTIC SYSTEM °a BROWN FINE SAND SP 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 41 �P A 7 .2 TO 1 TANK: 8' LONG, 4'-3" WIDE, 6'-7" DEEP $ / Op'�N� 76.5\� 0 1 \ SEEBNOREMOVED 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. �� / P� X76.5 x \ i 4.2 / ( -73 No.No. 6 a c E 1 POOL; 12' DEEP, 8' dia. 76 ,;;. '" oy oo - OP 73.9 MA50NRY LA H PROPOSED EXPANSION POOL 1rO 1,p. \ \\� 3.56'O >� 1 X74 INN STEPS 65' PROP D STO NO WATER ENCOUNTERED ('.,. PROPOSED LEACHING POOL P G� / 77, o \ N PROP RY OGF�N �1 N MiN MA ON G ;% PROPOSED SEPTIC TANK POP`pOO� ;', -75 "ASO' RADS ti 2 «\ �\\ I _. fi\ s T W'TH PFRG BALKCD \ N `11Y POLE A 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD ����P o CO) o \ \ 5 7 POLE 3 � O OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. AFF y o �7 .l o°75. /75. /RISER W C5 5. LOT AREA LESS COASTAL EROSION HAZARD AREA = 29,791 sq. ft. 10V o O' 1 + PROP O DISTURBED AREA (LOT AREA TO SILT FENCE LINE) = 31,330 sq, ft. Q O < o G o �O Z o N. I e BIN ARBAGE Uj 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND X00 NGE lol 0 0 REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. fE�NE F s� I<:I (, w PR 6N ON y� 20 O� L:i.r;i:;..... ST Op STEPp 1121 y 7.7' I x7 .�i;. o o o ONES IN GRASS a ° pJs " W Q, � 7 .3 Lj LL EXISTING LOT COVERAGE (TOTAL LOT AREA LESS COASTAL EROSION HAZARD AREA) y�Ad tv�e � O lT� 69 �s pv �°dvj0! 7 .7QQ Q2 CESSPOOL DESCRIPTION AREA % LOT COVERAGE FRAME HOUSE 795 sq. ft. 2.7% 7s.8 WOOD DECK (PORTION NOT IN COASTAL 490 sq. ft. 1.6% 0�. j �� -� 74.6 EROSION HAZARD AREA) �T �� GO• �S / 75.5 X4. 11 Q &;214 '�y N7?SAo�F �0 0 INGROUND POOL 722 sq. ft. 2.4% cyTyo oFF x P��� e,�3� 9\ 74.2 FRAME SHED WITH RAMP 133 sq. ft. 0.5% <� LSF s� �OQF // \\ � p e\\, o�F �'°so X5.1 a- �\Y�O oQp� OCD TOTAL EXISTING 2,140 sq. ft. 7.2% �s x 6 �` c0 c�0 \ x 74i� \ 75.2(- Q) o PROPOSED LOT COVERAGE (TOTAL LOT AREA LESS COASTAL EROSION HAZARD AREA) \ `�4y ` 7�s x I° ,Fc / 73.6 ( DESCRIPTION AREA % LOT COVERAGE L 's �7Z�� EXIST. FRAME HOUSE 795 s ft. 9 �� FTFF� �O�l� q 2.7% �� � A �0c�, o � < 74.2 EXIST. WOOD DECK o GG 74. x (PORTION NOT IN COASTAL 490 sq. ft. 1.6% �l,� TA - P6 EROSION HAZARD AREA) /z9T 9�F� '<oo a - - _ /r(( s,�` ,�Q) EXIST. INGROUND POOL 722 sq. ft. 2.4% 2S FyT e 7`911- (� °�0) T EXIST. FRAME SHED W/ RAMP 133 sq. ft. 0.5% �T �QO ` `! Mj X o Til PROPOSED ADDITION 538 sq. ft. 1.8% �9'Lj I \��v�GTl� X0;9?F PROP. 1st & 2nd STORY DECK 16 s ft. 0.1% FS c°Lc�o ADDITION IN PLACE OF STAIRS q PROP. 1st & 2nd STORY DECK 130 s ft. 0.4% ADDITION WITH 2nd STORY q' ' PREPARED STANDARDS TITLE SURVEYS WITH S AS ESTABLISHEDIMUM PORCH ABOVE \� BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND PROP. WOOD PORCH 120 sq. ft. 0.4% TITLE ASSOCIATION- PROP. WOOD DECK WITH OUTSIDE SHOWER 150 sq. ft. 0.5% PROP. GARAGE 352 sq. ft. 1.2% PROP. PERGOLA 292 sq. ft. 1.0% , TOTAL PROPOSED 3,738 sq. ft. 12.6% .Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION N a t h/�n a Lam`�;o r w i n i i i TO THIS SURVEY IS A VIOLATION OF ` Q va SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor WELL COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF THE EXISTENCE OF RIGHT WAYS 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 34-057B Low SURVEY OF PROPERTY I S .4e SL� SITUATE 20 S4„ l� S� . . APPARENT E ��j S 0 U T H 0 L D HIGH V TOWN OF SOUTHOLD WATER LINE 130 04' SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-50-02- 13 IQ. S 7701 '0635 E SCALE 1 "=30' APRIL 9, 2014 S 1 10.99 3 JUNE 9, 2015 ADD PROPOSED ADDITIONS SEPTEMBER, 2015 REVISE NOTES AND SEPTIC SYSTEM NOBEMBER 11, 2015 ADD STREET TIE DISTANCE 15, 216FEBRUARY 16, 2016AREVISE PROP. SE SEPTIC I SYSTEMPPER S.IC.DHSS.E NOTICE 02/11/2016 6 - AREA = 70,459 sq. ft. - - 1 .617 ac. _ _ _ _ `�' CER TIFIED TO: 12 ---- __ - - \ \\\ 6'. STEPHEN HARATUNIAN 14 00, ARDA HARATUNIAN 16- O 1 __ ` `\�\\\\�\ � � _ _ - - - '- - - - - - - - -6 0..., 22 24- - ___- - \ \ /I` DRAINAGE SYSTEM CALCULATIONS: 26- - -- - ROOF AREA (GARAGE) 352 sq. ft. 28- _ \ \ \ \ - - - � �_� -__ _ 3p� - \\ \ \ \ - _ - - _ ` -- - - 352 sq. ft. X 0.17 = 60 cu. ft. 32. - __ -- \\\\ \ \ ��\p _ - _ ! = - - - - -8 60 cu. ft. / 42.2 = 1.4 vertical ft. of 8' dia. leaching pool required 3 3B = \\\ \\\ \ \\ - - -- ` _ -__- PROVIDE (1) 8' dia. X 2' high STORM DRAIN POOLS \ \ \\ \ \ ROOF AREA EXISTING AND PROPOSED): 1,591 sq. ft. 38- _ _ _ 1,591 sq. ft. X 0.17 = 270 cu. ft. 40- \ \ \ \\\\\\\\ \ \\ \\ // __ `\\� \� _ - - - -12 270 cu. ft. / 42.2 = 6.4 vertical ft. of 8' dia. leaching pool required 42- \ \ \ \ 1 \ ` '(��//// - =� �\\ '�`� _ - - -14 PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS ems. I ' ` \ / \��\\\ \�\��� - _ - - -16 PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: ~� =2j 24 PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: -4228 •1 _30 _34 32 -36 -38 -40 -42 C0 J r i/ //// - - _ - \ -44 4 sr° / / // ///iii// - - ��ti� `�� \\\ X46 FR \ /// ///////ice 74.4 OF 74.2 -48 OS - / / / /// // /i P CION a2. 739 PROP. 15' U 73.0 =��\������ 5 TEST HOLE DATA h'OT gSjq�g2qRO 44- - �// //////jj///jj j NON-3b9cFsgBU€tF�FER \\� BLUFF. (TEST HOLE DUG BY McDONALD GEOSCIENCE No. SFRpsII/NF 46 - - ///////,////j/� \� 7 4.4 6 ON APRIL 10, 2014) 6_S ON qs 48- 4.s 3.3 70.7 71.2 D• �0S 50' -�/ / / /// / E OF AWN ��? 8 q2 C / / // i=iSG � cn � FENCE 3 qRa q�F // /// j OQ 5.9 x 7S 4 75.9 I 1.VE. DARK BROWN LOAM OL S&, qRo FRO 56�a ////////% t lx- 74.s x 7 .3/ 7�5 q �1 �//////� ,74 44 XISTING Ist S 2nd 5TORY 21 s ft. 0 ECK O 1 9 M 6 i// /// S DECKS TO BE F2EMO ED WITHI COA AL�ERO2 ON LO CF 4p 6�4 /j// AN�RI-PLP AZA D AR A 77 6 72.0 IO 7 68 -i/ 77 0 / '��' � �24� ' 74.3 ,`�6 65 0{ 7 � o°n /J l 4 N t� f EXISTING HOUSE TO BE \ \p\ �AFO d- i, A S�� / / O PROPOSED PRO SAF i A LIMITING SILT FENCE' BROWN CYEY GRAVEL N�LAYERSNSCWITH SUBSTANTIALLY RENOVATED 5 ti 6 74.0 PROP, IN PLACE(EXIST. I5t t 2nd STORY 1 7 .f L 4'X WALLS TO BE REMOVED $ REPLACED ~ oo°G x - 1� s• F �� Q� ADDITIC 3 � G 2Z \ .ft.tit F' ���� 'r, EXISTING TOZREPLAGEY DOWN TO 15t FLOOR DECK 3 n o p X10 1'10 �+ !v 4Z O STEPS FOUNDATION,WHIGH ARE TO REMAIN). CD t� off\ pR D _ P .6' DE PROP. HIGH oj\STOR 05ED�SHOWER �� �� �� �ry w f x_ �� MASONRY LAWN STEPS FF'0 R \ / C) NOTES: O G� <�� �� ���/ x-75. 7 �0' �� .4 �O I DEEP. 10.8'X 12' 1St a 59' 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM "Z+ �� s\ / 69% /g� I 9 � K ADDITION WITH 2nd STORY e EXISTING ELEVATIONS ARE SHOWN THUS: 70.0 - \ /0�0 hA i�ohr I ` �`(% \ SCREENED PORCH 2ND STORY EXISTING CONTOUR LINES ARE SHOWN THUS:- - - -70 - -- - C` y /'�p)P �N(� - �' P 7io Q� ` TEST OLE PROP•LATTICE ABOVE X 7Q h \'; i A I j� - EXIST. LI ° < BROWN FINE SAND SP 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 75. �' 7 2 TO SEPTIC SYSTEM 1 TANK: 8' LONG, 4'-3" WIDE, 6'-7" DEEP �`� / Q'�C� \ - Q O 1 \ - ' SEE�NOTEMNo ED 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 5 ft SIDEWALL AREA. 'Y pC�O 5 x 76.5 \ 4.2 .73 g a 1 POOL; 12' DEEP, 8' dia. �,� 76• rti^r<<`,�'' �y �a� � 73.9 MASON bl'iq H STEPS RY WN 65' PROPOSED EXPANSION POOL 16 �•�a` \ I6.0 � X74 PS NO WATER ENCOUNTERED OCV PROPOSED LEACHING POOL GPG� / �7, a \ \ STO S\ � RY P 0 �*�� 11 °' v ON O Q• 0 Z2/ \ ry 0 -75 kNI�I��NRY`RL DE _ J PROPOSED SEPTIC TANK Q L q I _-0TILITyL PLA Li C,5 POL � J V 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD h���RG�"y ° � 5\ \ hx L_ PROP/BSEOLER 5 3 O OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. AFF yy `� \7 '1 75.1 a z BIN SARSASE 5. LOT AREA LESS COASTAL EROSION HAZARD AREA = 29,791 sq. ft. Of�� o O' - PROP DISTURBED AREA (LOT AREA TO SILT FENCE LINE) = 31,330 sq. ft. �Op <y °! IN I �, I " STONy• 'EPPING 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND •- -- Qom. oE- " 104 e PROPOS IN GRASS REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. L��,, �.. �E��NE F S l..`I 50 BE INSD I'IPINS Water �.i 3(,�`` M Be1 ,may I' IoL;,ti: ,`• STE" S -LED EOR P i Um. (s) UU� 8Inspect ' !if ' �t� nF�F 7 .SI`I'=i. !'i` '• p INSTALL ATOR IE p�E EXP t� y 7.7 I x I i + Ra a�SGo�D N TION. �I EE To BE GRPP N Suffolk County Dept. Of Health S�e�v o !! goo G o G Call 852-5'00, 48 Fllours In Ad-& �a �,�FEN��j ,6 � � x � WITH 30. ED. TO Schedule lnspedon(4 Sz F-1 76.3 •;;� .3 Z CoNG. G�vERJ EXISTING LOT COVERAGE _ U' of '^Ea E• / Q Q O (TOTAL LOT AREA LESS COASTAL EROSION HAZARD AREA) >_r, J C , '~ NnC�&Nl �tTV 6`� �� AN 7474 74.74 i Q2 CESSPOOL DESCRIPTION AREA % LOT COVERAGES 0 Jo� ' ~`o'' Z 7,5 0 O FRAME HOUSE 795 sq. ft. 2.7% �G oho r* 76.8�ooRS� + ,O ` WOOD DECK �° CO Q y %° 3 z EXCAV41` iON INSPE C'('ION V " U)R':D (PORTION NOT IN COASTAL 490 sq. ft. 1.6% �. '1j Q -� 74.6 EROSION HAZARD AREA) �T 4j' �s / 75.5 / 74. �' OTiCi x j �v .Q ° �` '� \ x �, Q n p o o FOR SANITARY rSYSTEM !' �,o� / •• ^� Ss 2f ``" I3Y HEALTH DEPARTMENT INGROUND POOL 722 sq. ft. 2.4% cSrS F� x �F� I �� . �Qv 74.2 FRAME SHED WITH RAMP 133 sq. ft. 0.5% F2 TOTAL EXISTING 2,140 sq. ft. 7.2% �oe �� \\ 75.2 °a \ x->�/ ,'r 4`,' • ? ��� �p�� ,� ice, A/ ...................�....,.,�.....®,.®.......-,_•.<.a..�-.......,•...,.n.�_...•....._..,._...-- ? a 3/ �`" *\ :'UFFG' IC T r} •DrPm,,-,1E:7T OF 1"I�I', I1 a1: :'I .' ' PROPOSED LOT COVERAGE r' a h CC'J.vTY �:.a, (TOTAL LOT AREA LESS COASTAL EROSION HAZARD AREA) \� f x Q yo 73.6 FAPZ 1"IT F _�, n. 07i _ .s DESCRIPTION AREA % LOT COVERAGE ��� :' / " S!",'CLE FAMILY EXIST. FRAME HOUSE 795 sq. ft. 2.7% 'PO f< / EXIST. WOOD DECK A!i cF° 74.2 i �� ih-P 2 Ci�1h c r; -, 1 (PORTION NOT IN COASTAL 490 sq. ft. 1.6% {� clic A 74. x , D'•'1C: ">° '','"':" s''i=:1. �((���(p^ a`•.`..„. EROSION HAZARD AREA) F r.........<N„ �9l 9 �`a / s��� �� �1 P s a EXIST. INGROUND POOL 722 sq. ft. 2.4% � 07 F02 tt•:ii?JC7 EXIST. FRAME SHED W1 RAMP 133 sq. ft. 0.5% (7 AD E�'PIRiES � HREF.YEAR'S' FROM, DAT E OF APP11ROVAL X O A G I ,1;�iT� I PROPOSED ADDITION 538 sq. ft. 1.8% 9�'] \'� �9��n 00��°!tom62.8 d� \�ql�Fa' `' PROP. 1st & 2nd STORY DECK 16 sq. ft. 0.1 ADDITION IN PLACE OF STAIRS PROP1st & 2nd STORY DECK ADDITION WITH 2nd STORY 130 sq, ft. 0.4% PREPARED IN ACCORDANCE WITH THE MINIMUM PORCH ABOVEx STANDARDS FOR TITLE SURVEYS AS ESTABLISHED _ BY THE L.I.A.L.S. AND APPROVED AND ADOPTED + FOR SUCH USE BY THE NEW YORK STATE LAND PROP. WOOD PORCH 120 sq. ft. 0.4% r � . ,».A t.r�+ l''i' ,; rw=^�`v tr Yt s„ q z=,�.a 4-.� A,k TITLE ASSOCIATION. PROP. WOOD DECKy'` OF 150 s ft. 0.5%_ y K w WITH OUTSIDE SHOWER q O� CQr" ' «Y`r a rib r� _a_ � .L C PROP. GARAGE 352 sq. ft. 1.2% 2 PROP. PERGOLA 292 sq. ft. 1.0% y ' TOTAL PROPOSED 3,738 sq. ft. 12.6% N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION ADDITION Nathan T of t Corwin TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE Surveyor,Q`, EDUCATION LAW. Land Surveyor WELL COPIES OF THIS SURVEY MAP NOT BEARING V THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Rood P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 34-05713 N/F SOGOLOFF 100'BLUFF SETBACK i POW p()I IzQ)•),(16I9ro1 j n„ EXISTING WIRE FENC3E - - n! sl UTILITY POLE HARATUNIAN OFF PROPERTY LINE BY±0. WITH RISER NYT 59-3 219.50' RESIDENCE '0400•W Iz5)S1, "°' 1205 Soundview Avenue Ext. (46) hh � I - I /PROPOSED SANITARY + HHI (75.5`) (75.9') / SYSTEM DESIGNED .I ROPOSED 6••HIGH r < /� SOUtIIOId, New York I + + + u X X / S3/Z9 XISTING WIRE FENCE 44) XISTING EDGE MA NRY LAWN STEPS 71 p / \ / \ BY OTHERS E� + + TEST HOLE N U UTILITY POL 40' OFF PROPERTY LINE BY Off + + + OF LAWN 72 p w m ROPOSED ( LP 1 -1- EP-�- (753')X NYT 59-2 w (�) Ilm I I I N U GARBAGE BIN\ / \ / + + / 73 Uy 1 < _i PROPANE ` PROPANE EXISTIN � t + + - -100'-1' 74 W-1 �� Q TANK COVERWELL EMOVE IX.STEPS(36) ;j , + + + ---- - - 1ST+2ND STORY DECK INFILL'2;13°) + + + BS ROPOSED10.4+ 72.7+ 2ND STORY SCREENED PORCH OPOSED STEPPING - /I / OVER PROPOSED DECK PROPOSED PROPOSED + + + TS STONES IN GRASS Iz91 1 I I I 'I ! \ +7�4 22'X 16'1-STORY ' '•. ', PERVIOUS (STING GRAVEL DRIVEWAY '26) III + + \ PROPOSED GARAGE (75.1•) ROPOSED ON-GRADE I GRAVEL TO BE RECONFIGURED \ 1,)124) X(72.0) 6"NIGH MASONRY/ X(75.3') MASONRY WALKWAY DRIVEWAY 1606, + + LAWN STEPS s WITH PERGOLA (75.42')X 1201 X(71.42') ROPOSED BS ROPOSED SANITARY - - - a) (16) 1 i I I j + + - / BS LATTICE WALL 74.4 ! ^ ' SYSTEM DESIGNED DW 2 � . • + -{- + 7+ 75.9 / THERS 3,814 S.F. + + / 3.0 EXISTING BE O XISTING POOL ROPOSED 74.2')X UTILITY POL BY CE ABOANODONED� I / I FENCE TO BE RELOCATION OF ISTING -- ( \ NYT 59- 1 I + + + / RELOCATED - OOL FENCE POOL HEATER 2 (14) I --- -- (74-2)X ---- , mars a poetzel ' I ,' EXISTING BRICK AND POOL CONCRET 1 O + + LANDSCAPE ARCHITECTURE 2)2) t - - / 6 ' FILTER -- WASHOUT AREA O WALKWAY TO BE po) !' + + 70'-10 REMOVED + + + (STING WOOD _ + + RAMP+STEP .� .\ (74.6')X I 1 j I I I + + + / TS _ NORTH FORK HAMPTONS �' 5175 Route 48 PO Box 1397 III + + 4 `v'! l -' ,t. S FRAME ) TOPSOIL 1 , m - ' I I Mattituck,NY 11952 530 Montauk Hwy,#203 / + PROPOSED STOCKPILE I I I I II I I I o + + + / EXISTING Z 1 2-sroRY SHED 1� AREA Amagansett,NY 11930 I + + + I I I I III ' III O + + + EXISTIN 2-STORY ? ADDITION O \ i WOOD FRAME HOUSE {;'- o�PO + + STEPS FFE=77.0 �. ., ;; .. r, / P 1 ) . 77.o hone: 631 209-2410 + + + ' :, S4) EXISTING ,� fax: (631)315-5000 + A 32 0 / ;:. Q`Q� POOL GATE $9� ' so'OF EXISTING DRIVEWAY TO BE email: mail@mplastudio.com EXISTING HOUSE ? EROSION 8i SEDIMENT CONTROLS \ (74.6•)X' BOUNDARY i - - O 2 + EXISTING TO REMAIN 6 j j - • Q�pG 6.5 /� (76.81 INGROUND �F / USED FOR CONSTRUCTION ACCESS E p 4 ` XISTING Shall include but not be limited to: - -,. O POOL ExlsnN SURVEYOR: + + + O (76.56') STONE WALL THREE BOARD / FENCE TO A well maintained Construction Entrance, Nathan Taft Corwin III O X ` TO REMAIN REMAIN (74.7) Wire Backed Silt Fencing,stabilization & OOH I f j ) I = -- / - --- O ISTING CHAIN "6' + + + / I O EXISTING 96 LINK POOL FENCE ` 1586 Main Road / + + + / PROPOSED 4)2 VVV Seeding of exposed and/or inactive soils. PAVER PATIO TO REMAIN y� ` James Oft, NY 11947 + + + PROPOS + SELF-CLOSING TO REMAIN ns) ryp 5'DOUBLE, p I / 110 SF 1ST FLOOR . �1 O 2,514 S.F. g Office: (631) 727-2090 + + j DECK ADDITION 76.5, SELF-LATCHING GATE ` a� i I l + + + / `PROPOSED \ i + + ' + PROPOSE / a'xlo O /' ARCHITECT: OUTDOOR DW-3 RELOCATION OF �( ♦ DRAINAGE Ik 1 " + + + + + / SHOWER Pool FENCE s VVV SPECTIONS ARE REQUIRED Meryl I Kramer + + + 76.4' X / PROPOSED WATER J Contact TOS Engineering at 765-1560 before be o e 213 E Front Street t ) , ' � + + + METER Backfill OR Prov' PO Box 68 Id 3 I � � •I I ! , ' I STEPPING STONES (77.0')X � ``l � Provide Engineer's Certification i + + + j q IN GRASS >6 V + + + yb' v5, / that the drainage has been installed to Code. Greenport, NY 11944 + + + loo'BLUFF SETBACK O Office: (631) 477-8736 + + + + EXISTING EDGE + + + + - -- OF LAWN ` + (76.3') \+ ») I -- + + + + + ROPOSED PROJECT APPROVAL OF STORMWATEP%MANAGEMENT I LIMITING/SILT FENCE \ ns) + + + + + + + + (SEE DETAIL 1) CONTRO P N -T n @ 2e&, 36 `+ + + -+ - - x(26) Date: (� 2 Z «o I + + + - _ (74.0') / Y: + + + X � ARproved b I -XISTING PATH a I j TO BEACH + + + o 18'-0"MAX. C.to C. U I + + Q U- Cie cc o m - -" - + + + j + O Q PRECAST TRAFFIC o _ _ + +/ + RADE BEARING CONCRETE P - + / + N/F OULTON,LEGHART Z O w SDR 35 PVC INLET PIPE SE + + - _ DOME OR SLAB TOP Z _ PLAN FOR PIPE SIZE SITE DATA. E _ - �. � \ •\\ +� ROPOSED 15'WIDE � � .,. ..: � S - / NON-TURF BUFFER )r J �F ak r GRAD (±3,060 Sq.Ft) -� 2'-0"MAX SCTMTOP OF DRYWELL Lot Area: 1000-50-02-13 15) o ea: 70,459 SF ( or 1.617 acres) O I j SEE PLAN FOR \ (69)'7j72jn4) �C�' SDR 35 PVC OVERFLOW ❑ 0 ❑ ELEVATION) / PIPE SEE PLAN FOR PIPE-- ❑ 0 Q ❑ PERSPECTIVE VIEW SIZE I /(54j56f'6pJ / GEOTEXTILE ❑ < BACKFILL 3'-0"MINIMUM TIED TO WIRE FENCING ❑ Q 0 ❑ Q ! (321 / AROUND DRYWELL WITH I WIRE FENCE 2"x4"OPENINGS ❑ D D ❑ 1 1„-1 "'MEDIUM COARSE 48"FENCE POST ❑ D 0 ❑ ❑ SAND/GRAVEL Z ; ""' COASTAL EROSION HAZARD LINE W i) AS SCALED FROM COASTAL EROSION HAZARD EXISTING COMPACTED SOIL $ C ❑ � ❑ ❑ NOTES: AREA MAP PHOTO N0.56-570-83 SHEET 9 OF 10 GRADE 1. Base ma information based on survey Q - / 142) GEOTEXTILE ❑ (] D PRECAST CONCRETE - - - -- Iw, p y TO BE BURIED STORM DRAIN RING prepared by Nathan Taft Corwin III on - (38) IN GROUND, 2-0"MIN HEIGHT AND DIAMETER April 9, 2014. AS SHOWN LOPE GROUNDWATER LINE AS INDICATED ON PLAN 2. This drawing is for the purpose of NON-RATEABLE SOIL NOTES: obtaining permits only. NOT FOR 00 CONSTRUCTION. -- - 2)l n-1T ILII -III-1 NOTE: 6'-0"MIN DRYWELL TO BE INSTALLED 3. Unauthorized alteration of this plan is a v w I I ? MAXIMUM DRAINAGE AREA SAND AND GRAVEL- RATEABLE SOIL AS PER STATE AND LOCAL violation of NYS Education Law. ! I - 142, CLEAN MEDIUM z I I I I 1/2 ACRE / 100 LINEAR FEET COARSE FILL CLEAN MEDIUM COARSE BACKFILL CODES O I SEE PLAN FOR WIDTH AND DEPTH ' .,I REVISIONS I, DATE DESCRIPTION (12( .� SILT FENCE PRECAST CONCRETE DRYWELL I 3� ' 9 (40) Section Not to Scale Section Not to Scale I ( 1 I I I I I I I 132) I I I I Imo) (26) (22)Iza) LEGEND , PROPERTY LINE I ;- n QQ /� 1 11 (1?) S e a / 1122) TEST HOLE DATA TOE OF BLUFF 1 8) (TEST HOLE DUG BY McDONALD GEOSCIENCE ON APRIL 10,2014) 0' TOP OF BLUFF 1; (6' DARK BROWN LOAM OL PROPOSED 15' W. ) i r / \ r` NON-TURF BUFFER-±3,060 S.F. �` CERA LINE TITLE: - 100' BLUFF SETBACK Drainage Calculations and Structure Schedule BROWN CLAYEY SAND WITH STO R M W AT E R Drainage GRAVEL IN LAYERS SC PROJECT LIMITING FENCE Structure Size Elevation Invert In Invert Out X(75.0') EXISTING ELEVATION MANAGEMENT +z5.t8 PROPOSED ELEVATION CONTROL SITE Proposed Garage(352 sf @ 100%) ' 352 SF x 2" rainfall (.167) =58.8 CF/8' Dia. Drywell (42.3)=1.4'depth req'd (s) 6 - EXISTING CONTOUR DW-1 8' Dia x 2'depth PROPOSED CONTOUR PLAN 2'depth provided 59' 0 Existing House(795 sf @ 100%) a DW-1 PROPOSED DRYWELL 795 SF x 2" rainfall (.167) =132.8 CF/8' Dia. Drywell (42.3)=3.1'depth req'd 0 10 20 DW-2 8'Dia x 4'depth a 4'depth provided ° 4 BROWN FINE SAND SP sr PROPOSED SEPTIC TANK Proposed Addition(538 sf @ 100%) Scale 1"=20'-0" 538 SF x 2" rainfall (.167)=89.8 CF/8' Dia. Drywell (42.3)=2.1'depth req'd a _a LP PROPOSED LEACHING POOL DRAWN BY: DW-3 8'Dia x 4'depth DS.ATA 20 L,RL2 L 1 4'depth provided REVISED: 65' EP PROPOSED EXPANSION POOL NO WATER ENCOUNTERED SHEET OF 1 SURVEY OF PROPERTY t 6t-ag S 174' SL�� SITUATE 20'54„ E -� 'S® APPARENT ui T j� S 0 U T H 0 L D V 1J TOWN OF SOUTHOLD INE WATER 130.04' SUFFOLK COUNTY, NEW YORK L S.C. TAX No. 1000-50-02- 13 �L� S 77e01 '06" E SCALE 1 "=30' V11 APRIL 9, 2014 0,99 1 JUNE 9, 2015 ADD PROPOSED ADDITIONS SEPTEMBER, 2015 REVISE NOTES AND SEPTIC SYSTEM NOVEMBER 11, 2015 ADD STREET TIE DISTANCE �y JANUARY 15, 2016 REVISE PROP. SEPTIC SYSTEM FEBRUARY 16, 2016 REVISE PROP. SEPTIC SYSTEM PER S.C.D.H.S. NOTICE 02/11/2016 SEPTEMBER 14, 2016 FOUNDATION LOCATION AREA = 70,459 sq. ff. 1 .617 ac. S CER TIFIED TO: II O STEPHEN HARATUNIAN II 0, ARDA HARATUNIAN JJ o,, F A9Ty �\ -0 6" < I 4 40S104, R of '°ypP. �04sTq NON go, q.BUFFER BLUFF NO FRpD 4/ �� 1p � 10��3 1�h S6`S 0 83 qR OqC Q EDGE OF ',AWN I� FENCE � j SyF�T 90PRO p s i� LO / F 10 __ __ — - -�-- — — — _ � _cl � . )rcl � � \ ( � 2016 NOTES: r�G� ? o"�� \ �o9T�� ��° l (( OCT 1 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM �C� ��s \ ,� 52.0' I / EXISTNG ELEVATIONS ARE SHOWN THUS: ? EXISTNG CONTOUR LINES ARE SHOWN THUS: y 61j \ ° ry66 _ 1 ( EUMDING DEPT. 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. X41 �� /� \ TOWNOESOU'MOLD 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 1 POOL; 12' DEEP, 8' dia. PROPOSED EXPANSION POOL F0�N�AT 0 PROPOSED LEACHING POOLL �q 9 N ( Z PROPOSED SEPTIC TANK / ��/ Zc�O 16p _20.0 PPCF POLE NyT 59-3 � 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD O G o \ /RISER O OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 5. LOT AREA LESS COASTAL EROSION HAZARD AREA = 29,791 sq. ft. 2 p r DISTURBED AREA (LOT AREA TO SILT FENCE LINE) = 31,330 sq. ft. PLANTED� 1 Ft^ F t^ k 1 ISLAND + ! + \19 ! + �° 11 LLI _... O ,a�` oFyO°l r� /2 /(` CESSPOOL F, 0 I Y11 1{ 3 .20 i�, a §) 0 S9?F v � o 0 10 O (pl01 VC, P S �`z) 0) ` e O rte/ PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED,AND-ADOPTED,, FOR SUCH USE BY THE NEW,IYO�K-EICATE PANQ TITLE ASSOCIATION. �«� I%. Cl a� 04 .'57 S. Lic. No. 50467 UNAUTHORIZED ALTERATION ADDITION Nathan T of t Corwin TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE `,Q EDUCATION LAW. Land Surveyor eyor WELL COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED. AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 34-057E SURVEY OF P ISL ROPERTY S 14°20, 1�1D SITUATE 54" £ SOU SOUTHOLD APpAReNT J� T� 10y 1 �/ TOWN OF SOUTHOLD WATER CANE 130.04, SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-50-02- 13 �i9° S 77°01 'Og�� E SCALE 1 "=30' �. APRIL 9, 2014 110.99, JUNE 9, 2015 ADD PROPOSED ADDITIONS 1" �^ SEPTEMBER, E NOVEMBER 20115 1 E 115 REVISE NOTES AND SEPTIC TEM 2015 ADD STREET TDISTANCE c^ Ly ? JANUARY 15, 2016 REVISE PROP. SEPTIC SYSTEM FEBRUARY 16, 2016 REVISE PROP. SEPTIC SYSTEM PER S.C.D.H.S. NOTICE 02/11/2016 SEPTEMBER 14, 2016 FOUNDATION LOCATION to JUNE 5, 2017 FINAL SURVEY (f. L 43 r C AREA = 70,459 sq. ft. �, : Uj ' 1 .617 ac. w zz � � � � � to I " +- `� I , CER TIFIED TO: Q w r Y... �i 1 "y. JJSTEPHEN HARATUNIAN Uj r U)dt ARDA HARATUNIAN > C" FEW << Uj C14 Uj Ll 4- \ o N 0 U_U. ►i \ o C0 ASTg4 F,poS T \\ OF CO qSyq2 NON-TURF BUFDFER BLUFF q� qRQ (3,090 sq. ft.)' BLUFF- 0 No FR0 4� ,D�83 SqR Cq� 0 Q EDGE OF CLEARING IN FENCE D F o yFFT qR q FRpM %FE DD 10 AVEIRLO D (�/�� 9 OF MqA S- PIT \VVI RS T OFD0, ofsT'�°° N JUL — 7 2017 °� y�Ts� 9 'ro o ( TOWN OF SOUTHOLD rNOTES: .� G�� „ 19 y 1. LOT AREA LESS COASTAL EROSION HAZARD AREA = 29,791 sq. ft. C��� s \ //a - - _ 52p DISTURBED AREA (LOT AREA TO SILT FENCE LINE) = 31,330 sq. ft. ° °o ?A, '?pLF ��O UNDERCROUNPA 'E / �y'� TANK CAP SEPTIC SYSTEM TIE MEASUREMENTS GARAGE GARAGE 2D `4 CORNER is,4' A 0 CORNER B ❑ . ( UTILE SEPTIC TANK , , 19 v £ A N� N WITH ME7ERE 41 COVER 9 24 9� sF N B ( Z LEACHING POOL 15.4' -i p COVER 27' 12' COyC ArKDN 2D.a' POLE' %RISER 59-g Q EXPANSION POOL 36' 27' y o COVER 92 0 £ ,�_• LEACHING� 1 O< POOL ( \ ANO N L�N� �� yF Z� P, XIANs oN Po0 �I • `21 O << EOQ , \p= i 1 + ( QJO~ %� o lT� 69 CESSPOOL 6'�OJ�O� w O O U �o �O 5� L.P. 3 COVER 'S O / a �Oli � ` AGF, ��j/ ���c, •'T S9 2E �U Q§0 ('1co42� �P 9'Gj Fo�� 01, AG �O 10 X00 ` A,) 00,9�� F� PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE E"IQ�FY,ORK' TATE LAND TITLE ASSOCIATIOBY �F 2cli ' Ci- N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin l l l TO THIS SURVEY IS VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land a n d S e r v e`, r o r WELL COPIES OF THIS SURVEY MAP NOT BEARING ra THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF THE EXISTENCE OF RIGHT WAYS 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 34-057F ` Generated by REScheck--Web Software r Compliance Certificate Project Haratunian Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 225 deg. from North Conditioned Floor Area: 0 ft2 Glazing Area 25% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1250 Soundview Avenue Ext. Arda and Stephan Haratunian Meryl Kramer Architect Southold, New York 11971 PO Box 683 Greenport, New York 11944 631-477-8736 meryl@mkarchitect.com Compliance: 9.6%Better Than Code Maximum UA: 492 Your UA: 445 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 Floor:All-Wood joist/Truss Over Uncond.Space 1,318 30.0 1.7 0.031 41 Wall:Wood Frame, 16in,o.c. 768 19.0 5.5 0.044 30 Orientation: Front Window:Wood Frame, 2 Pane w/Low-E 57 0.290 17 Orientation: Front Door:Glass 30 0.310 9 Orientation:Front Wall:Wood Frame, 16in.D.C. 735 19.0 5.5 0.044 23 Orientation: Left side Door: Glass 148 0.310 46 Orientation:Left side Window:Wood Frame,2 Pane w/Low-E 16 0.310 5 Orientation: Left side -Window:-Wood-Fra me,-2-Pane-w/-L-ow-E 54 -0:290 16 Orientation: Left side Wall:Wood Frame, 16in.D.C. 775 19.0 5.5 0.044 17 Orientation: Back Door: Glass 320 0.310 99 Orientation: Back Window:Wood Frame,2 Pane w/Low-E 48 0.310 15 Orientation:Back Project Title: Haratunian Residence Report date: 05/19/16 Data filename: Pagel of 7 Gross Area Cavity nt. Assembly or Co 1, U-Factor UA Window:Wood Frame,2 Pane w/Low-E 16 0.290 5 Orientation: Back Wall:Wood Frame, 16in.o.c. 735 19.0 5.5 0.044 30 Orientation: Right side Window:Wood Frame,2 Pane w/Low-E 64 0.300 19 Orientation: Right side Ceiling: Flat or Scissor Truss 644 30.0 14.2 0.023 15 Ceiling:Cathedral 1,600 20.0 7.3 0.036 58 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 5.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Haratunian Residence Report date: 05/19/16 Data filename: Page 2 of 7 REScheck Software Version 5.5.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plens Verified Field Verified # Pre-Inspection/Plan Rciview Complies? Coretmen#s%Assumptions _ &Regafl Valu® Value 103.2 ;Construction drawings and J❑Complies [PR1]1 !documentation sufficiently ,❑Does Not ` ;demonstrates energy code ' ,compliance for the building € {❑Not Observable envelope, f `i❑Not Applicable 103,2, ,Construction drawings and ;❑Complies 403.7 !documentation sufficiently ; 1 E- Does Not ! [PR3]1 ;demonstrates energy code ' ;compliance for lighting and ( ❑Not Observable I mechanical systems.Systems ! "-b J❑Not Applicable ;serving multiple dwelling units a ;must demonstrate compliance !with the commercial code. . I 403.6' :W ,Heating and cooling equipment is; Heating: Heating: ;❑Complies [P,R2]2, .f sized per ACCA Manual S based ! Btu/hr Btu/hr !❑Does Not ! 1 'on loads per ACCA Manual J or Cooling: ; Cooling: ;❑Not Observable other approved methods. ! Btu/hr Btu/hr :❑Not Applicable ; ! Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) 1 2;IMedium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Haratunian Residence Report date: 05/19/16 Data filename: Page 3 of 7 .,Section #" Foundation-Inspection' Coinplies? Comments/Assumptions = & Ria .ID 303.2.1 "Exposed foundation insulation ;❑Complies [FOl1]21,•�;,protection. ;❑Does Not '.' ;❑Not Observable: ❑Not Applicable 403.8 ,Snow melt controls. ;❑Complies [FO12]2 '❑Does Not ❑Not Observable ❑Not Applicable Additionai Comments/Assumptions: i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Haratunian Residence Report date: 05/19/16 Data filename: Page 4 of 7 section plans Verified Field Verified # Oraming/R®ugh-I6 Inspection Value Value Complies?� Comments/Assumptions & 402.4.4 ;Fenestration that is not site built t '❑Complies [FR20]1 !is listed and labeled as meeting �' - ,❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440 9 I for has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code I "J ;❑Not Applicable ;limits. ' r' 402.4:5, 'SIC-rated recessed lighting fixturesa " = " ?❑Complies [FR16]2,' ;sealed at housing/mteriorfinish i❑Does Not V° ?and labeled to indicate&It;= 2.0 ° '' s ? cfm leakage at 75 Pa. (° Z❑Not Observable s ❑Not Applicable 403.2.2 :All joints and seams of air ducts, +❑Complies j [FR13]1 :air handlers,filter boxes,and €' building cavities used as return t ;❑Does Not ;ducts are sealed. s` ,❑Not Observable , i❑Not Applicable 463.2.3 IBuilding cavities are not used as s ", []Complies [FR15]3 .jducts or plenums. i ❑Does Not °J❑Not Observable '❑Not Applicable 403.3' ':`.•,HVAC piping conveying fluids R- R- ;❑Complies [FR17]2�•-',,,}above 105°F or chilled fluids : ;❑Does Not ,(below 55 4F are insulated to R-3. ; a :❑Not Observable , :❑Not Applicable 40.3.4'''=, , jCirculating service hot water R- R- ,❑Complies [FR18]2'', ":,pipes are insulated to R-2. : _ +❑Does Not e ' ,[:]Not Observable ' ;❑Not Applicable 403.5 iAutomatic or gravity dampers are -]Complies [FR [FR ',9]2 linstalled on all outdoor air I #❑Does Not intakes and exhausts. I' �',• i �, '❑Not Observable Y❑Not Applicable Additional Comments/Assumptions; 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Haratunian Residence Report date: 05/19/16 Data filename: Page 5 of 7 f SettlOn_ , #° - Insulation Inspection Complies?- Comments/Assumptions gr R® a®' 303:1,.,; JAII installed insulation labeled or ;❑Complies `installed R-values provided. :[]Does Not J ;❑Not Observable ;❑Not Applicable Additional Comments/Assumptions: I I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: Haratunian Residence Report date: 05/19/16 Data filename: Page 6 of 7 Field _Verified Iffspecti -Provisions,' I' Complies? -Faoh ,- e ts/Asiuniptions-, # ,Value x9rhm n '. Zi Re .ID 402.4.2, Building envelope tightness ACH 50= ACH 50= ;nComplies i 402.4.2.1 !verified by blower door test result! i T]Does Not [FI17]1 !of&lt;7 ACH at 50 Pa.This I gj requirement may instead be met UNot Observable :via visual inspection, in which :[]Not Applicable !case verification may need to ,occur during Insulation !Inspection. 403.2.2 !,Duct tightness via post- cfm cfm X]Complies [F14]1 !construction with maximum ElDoes Not j leakage of 8 cfm to outdoors,or ! I � :12 cfm across systems.For []Not Observable ,rough-in tests,verification may ![]Not Applicable !need to occur during Framing ;Inspection,with maximum :leakage of 6 cfm across systems and 4 cfm without air handler. Programmable thermostats ?' ;- ` °° `.,',;. ❑Complies [lij9J2,, ces. installed on forced air furna 'A",',,10DOes Not `,'�,�-_'f]Not Observable V E] I ' Not Applicable " 403'x1:2 eat pump thermostat installed OC omplies [Fli ]?-,,,,,-Ion heat pumps. E]Does Not 'ONot Observable "JONot Applicable 403Circulating service hot water Elcom plies systems have automatic or "-)EIDoes Not accessible manual controls. 'ONot Observable 0Not Applicable �'[]Complies 40T:3Compliance certificate posted. 'E]Does Not IE]Not Observable �,��,,T]Not Applicable 3033 Manufacturer manuals for "7`13com plies Mi ,';mechanical and water heating I --aE]Does Not equipment have been provided. jg ',k,',',jE1Not Observable UNot Applicable Additional Comments/Assumptions: I I High Impact(Tier 1) 12'1 Medium impact(Tier 2) 3 Low impact(Tier 3) Project Title: Haratunlan Residence Report date: 05119/16 Data filename: Page 7 of 7 2010 New York Energy Conservation Construction Code Energy Certificate Above-Grade Wall 24.50 Below-Grade Wall 0.00 Floor 31.70 Ceiling/ Roof 27.30 Ductwork (unconditioned spaces): D.. Window 0.30 Door 0.31 .. Heating System: Cooling System: Water Heater: Name: Date: Comments DRAWING 657E DUES IgmRRedew 7M1 DEetwwaVIDA 0/2R/18 Bid sei 00 00.0000 12 4 Pennitset 00000000 Construction Sat 00.000000 TFI. REVISION DUES (�0' ° ` - - - ——————————— ————————— —————— Q -------- L,JU,JU,IU.1W WllJJ..,IUJ U U.Jll.il:' 1tJl U UJU-A UJ1,U 11 UU-fU1.4! IU�1�,iJ,L:?1JWU LL-IJI.JWI.L±J1.1L.!lJ_:11..lllJiL'J11.:fL'LL�f,.:ll.1LLiWI:...1JJ.1ll..!lt-1L!,..t L1ULJJ! ——— ———————— O _ 670RYADD I 4 p ❑ ❑ +, _ „t, SCREENS PORCH g - - ECONSTRUCTED DECK 0 - -—— —---————————————————— ——— ———— —————— —— a• —————————————————————————————— — px ❑ ❑ - ❑ � WOOD SLAT WALL � � 0 �, _ � t Dmwing tngona �1 _ nn p 7 WaRTo Re Removed 01 - T I fl� �ir i t 7 i 17'T i+ I wen TO Remain - - _ N-WeR New Fountlatton Wall + I I I I ^ ____________ Unes Below I I I I I " — Gulden- -__________________________- J_-_-_---_-11� ,14______________________________________�J I� -^-.---_ Fence Door iag I I I I I _________--- ______________________7- +- Se Window TaB East Elevation snA- 1 Scale:1/W=1'-0" Q—LD �L�I Dmau reg METAL ROOF Q> DevatlonTeg xCmcJx Imedor Elavdgan Tag rnOSTORYADDnO - - xx n01 p ————— f+^Jd1144 +JdtJW�d f J7�Jf' 4AJ u ----- --------------------————--——————— ; ,dfrk, ,r4N Jf,MGJ �+J24.. ! ——————————————————— 4!,4'!Ld 0 -------- IEEE] -------PORCH ROOF OYERHAN ' � ---- N �--- „--------- ------OUTDOOR ------ ---__ — SHOWER ENCLOSURE - L N R A N E q h i t e c t 17 px 11 El RECONSTRUCTED FIRSTAND SECOND STORY °e z11 LI DECK 1 i p _ 313 E FRONT STREET v lit 0' I rYrl � 0R5 O FRT ENB 11943 --- --- ---- : — -- - ----------------- ---- ,,ter � EENP i + Harstunlan Residence ----------------- �µ .wl —. — --__.-- � 1250 Sountivlew Ave FM - Southold,NY II II II I I 1 1 I I i t I I I I I I I I I I t l I I I I I I I I I I I I I I rltr___________ ______________________rJ L+ rl Lr._________JJ__________________-__- II II East&North West Elevation South Elevation ,I I,--------------------------------------r -----------------1-'SaaTe` 4'''1'aD�--------------------------------------------------------- 1 Scale•1/41=1'- SevAons Scale;/4'-1'-0' All Drawings PdMed on 17x17 Paper Scab Is 50%Scale Above A-200 0 2015 Meryl KramerAlchltect a�xrex-e.e DRAWING ISSUE WDES 0wd FAMe'w 1030.2018 Dha➢PMOVISA 10/29!10 Bid flet 00 OOA000 Petmlt Set 00000000 cmruotlon Set 00.000000 REVISION DATES 3'-1 D' - ON. WODO DECK _ —— • WOOD DECK NEW DECK d. WaIITOBe Removed WeH TA Remain � New We11 i O NawFoundation WaH NEW DECK _ Um Above -- I ❑ ---------------- U—Below (1 REMOVESfAIRS — Gmdannes —— —o �,-0. _ NEW SLAT WALL Doof Tag MASTER BEDROOM _ BEDROOM2 — I 13'X16 1075'X14' - - ❑ WNdew Tag r _N.7; _ 1 i ' , _ _ NEW STAIRS � SeotlonX I ON ARPATROOM i 8!CEILING l `C7 111 CATHEDRAL CEILING II j i Devatlon-1 it P j' BEDROOM 3 j 11'X 11.75' z/\z lmefrot EI—b.n Tag z - ,I - ❑ L� COMMON AREA p - W/I CLOS 5,X775 M E R Y ® A N E N 1I KITCHEN I ° I OFFICE h i t t ' i 8.5'X1375' ____ EL •�^�P MEDIA CABINET - o ® 113 E FRONT STREET �— POST OFFICE BOX 683 •-- —�• F _OUTDOOR= O GftE EN PORT NY 11944 SHOWER= I I I 6 3 1 - 4 7 7 - 8 7 3 6 I I I, ,_ mka rchiee ct cem S'CEILING 1 ,I Iii — UP, - STU ENTRY _ 1 RG LAUNDRY POWDER ROOMON. Hafa4fnian Residence 1250Soundvlew Ave EZL OF BELOW DN Southold,NY I I Z SECOND FLOOR PLAN FIRST FLOOR PLAN Ilne of ovxmangabove Scale:l/4'=1'-O° i Scale:i/4'=i'-0° Floor Plans Scale:1/4°-1'-0' Ail Dmwtno Pdntedon 11r<17 PePerSoa a le 50%Scalo Above A-101 0 2015 Meryl KmmerAmhitect n•iaeea-e , I I LD-N� SURVEY OF PROPERTY APPROVED AS NOTED I S 74-20,54-41 A-7It,�,� SITUATE DATE: , B.P.f�{ � �p SD SOUTHOLD FEE 2 �FNt E t y� NOTIFY BU'LDING DEPAR nRFNT AT DRAWING ISSUE SATES HIGH TOWN OF SOUTHOLD 765-1802 8 A TO 4 P FOR THE wA�R /30.04 SUFFOLK COUNTY, NEW YORK FOLLOWING INSPECTIONS: � LINe 1. FOUNDATION - TWO REQUIRED Construction Progress 00.00.0000 S.C. TAX No. 1000-50-02-13 9/16 77- O6 2. R0U POUREDFRAMIiNIG & PI Uh MB Preliminary Structural EPri i &Permit 5%eer /1/16 �. 01 ' „ SCALE 1 "=30' APRIL 9, 2014 3, INSULATION Construction Set 00.00.0000 ss 110.991 JUNE 9, 2015 ADD PROPOSED ADDITIONS 4. FINAL - CONSTRUCTION h4UST O, SEPTEMBER 2015 REVISE NOTES AND SEPTIC SYSTEM I NOBEMBER 11, 2015 ADD STREET TIE DISTANCE BE COMPLETE FOR C.O. REI�SIION�� JANUARY 15, 2016 REVISE PROP. SEPTIC SYSTEM ALL CONSTRUCTION SHALL MIEET THE FEBRUARY 16, 2016 REVISE PROP. SEPTIC SYSTEM PER S.C.D.H.S. NOTICE 02/11/2016 REQUIREMENTS OF TrIE CODES OF NEW s- - -- - AREA = 70,459 sq. ft. YORK STATE, NOT RESPONSIBLE FOR 1.617 COC. DESIGN OR CONSTRUCTION ERRORS. s 610 -_ --_ - - �'� CERTIFIED T0: d'. STEPHEN HARATUNIAN -° . -+ ;% .1_ ,r _DES OF " 14 - - \ _ ARDA HARATUNIAN - ` '� : ` „,•„-- I �, Seal: 00.. I EV" Y J.�I•� ST,;"I' TOWN CODES ' _ --- � _1`� ---------- -60014 AS REQUMED AND CONDITIONS OF �G\S'TEREpgR _ _ _ - ` _ \ _ _ DRAINAGE SYSTEAf CALCULATIONS: 26_ ` �'` _ _,�- � ROOF AREA (GARAGE) 352 sq. ft. _� _S(X!TPOLD TO'"A�,�I ZCA � ARYL R.k �ti�� 28 -� ___- \ \ �' _ - _ _ ---------- - 352 sq. ft X 0.17_ 60 cu. ft. 60 cu. ft. / 42.2 1.4 vertical ft. of 8' dial leaching pool required 1- 11�_ti\�\\�\\ - --' = =` -_ -6 PROVIDE (1) 8' dia. X 2' high STORM DRAIN POOLS __ - - V _ �1�(lii".Tll�lr TIIS'E'S \\ \ /� --- ,t0 ROOF AREA (EXISTING AND PROPOSED): 1,591 aq. ft. - �� I,, • . •,,,„u ;F �\\\ \\\ \ o�/ - _ - - - 1,591 sq. ft. X 0.17 = 270 cu. ff. ~ 40- ` \ \ \ \ \ \ \,/ % _ ���� --- _ - -12 270 cu. ft. / 42.2 = 6.4 vertical ft. of 8' dia, leaching pool required .._ _ , 11 Y C �^ (P 4 \ \ \ \ \ 1 /j �Z,'� -� _ - -14 PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS 9 C24802 \ \ \ ! \ //" ��'\\� _ -16 PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: �� �GF N O 18 -20 O"CUPANCY OR PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: V -�2 S USE I UNLAWFUL / _�� _-_ -36 WITHOUT CERTIFICATE + I 1 t---// / / ���-' I 11 III/ --♦.�y�.♦••.�:_--� � - - --_- -4o`sS __-_-42 OF OCCUPANC -44 Dmwhg Wall 004 -T)'44 FRO `` / i/ 1111/i - -��� -48 I 1 _ _ `� _ Wall To Be Removed S�0 42-, -.- / //�,�/iii/i// pR01P. 15' W{DE ��.,� Wall To Remain P N / //// /�//� $ to ������ ROTO Ng2AR� 44- -- / /////////i///�/ N N 8�j ER � TEST HOLE DATA L�i�1SER CERTIF/CAr10�"fir No / // `��` (TEST HOLE DUG BY McDONALD GEOSCiENCE ON LEAD CONTENT SEI�'ONS' New Wall �z o' OCCUPAI+ y - Lines Above i (� 4S 6 ON APRIL 10, 2014) I ' Ss. NF 48- // CERTIFICATE OF �.. ------- s�o� ASS so- - ////// ''i E-+ mil 1 cE DARK BROWN LOAM SOLDER USED 11V WA TER "--'----"- lines Below 83 S cA(Fa 5 - 1_/i/iii/moi.' e x 1x 75.9 1 74.6 1.�E I 9 OF 'y 6 // cr. pEGKS T fft R� WITH C --- - - HEFT FRO 5S 7.94.E i5TIN6 Ist t 2nd 5T Y 21 s ft, 0 CK / O D Alfr ER I SU,�PLYSYSTEI�'lC, /►"/SOT - Guidelines 70 s -ice// - � ;. x EXCEED 2!1 D OF Jo'iLir - - - --- Fence 741 _EX15TIN9 HOUSE TO BE \o\ �C"�G�E� � r / Q UMiTI�PRO`�GT 1':.'iy �' BROWN CLAYEY SAND WITH O o PROP Door Tag IN ioLSUE(EXIST. t RENOVATED �y/ 'X � ��� tiy:)g �� p�� �SILT p�E ;:" ✓r' .: GRAVEL IN LAYERS SC PLUMBING 2nd STORYT4.0 ti 4 x 4 Ist 4 2nd 5r �D1T1 ALL PLUMBING WASTE so> WALLS To BE REMOVED 4 REPLACED G ��gyo \ ft 1�t � �0 F�ciSTINs g oN ro ice ;.,''..:': Window Tag Dowty To 1st i=LooR t cic 4 s \ t1o� t� ,�, �v+5 P�o,� 4�.s D K, PROP- 6`H16H TESTING BEFORE COVERINGNES ED FOUNDATION,WHIG"ARE TO REMAIN). O Cn� +Lo K r/°' ft �� Q� o\ �o ? ti F of ,� ::. �a .o�� ? 5 o56fl yNo \ �? 1, ti't :a-:;.: z o x MAS► r L,a,*STS [ NOTES: a <P V, I \� �p 'Fr I PROP. Io6` 59. Section X. I O << c^ / :.:•..'u ;'•? :. r < bEGK At)DITioN tat 4 2nd STORY :'• Sheet A-XXX t 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 69% / I o x • . ' ; • i scREEN>=p P WITH 2wj ST i EXISTING ELEVATIONS ARE SHOWN THUS:J44 0 t'ROP, VE °�'" -MUSS PIACARD�NG REQUIRED I I EXISTING CONTOUR LINES ARE SHOWN THUS:----70 ---- �" y /� ISI ! ;_;; Ill WTTIQ!WALL �.� BROWN FINE SAND SP + t�--1 Detail Ta 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. / X \ qYt SEP71C c `C L g � tn� y ".A �;:•:::;.5♦.. � � � ` TO BE REMOVEDm� . �+ #� I 'iF` SEE NOTE No. S • i TANK; 8' LONG. 4'-3" WIDE, 6'-7" DEEP / \� \ °`, 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SiDEWALL AREA. ��� � x \1�_t 9c �, 73.9 PROP.G6:Hj�D LPTANK i i POOL: 12' DEEP, 8' dia. �G4 MA5ONR1' �. ELE:�T. ICA,L P ' 6/ IV >: 160. X74 STEPS t,.. ,:~sM .�P 5,1" ��..- :: d .rL. I PROPOSED EXPANSION POOL __-6PROp NO WATER ENCOUNTERED ` " r"r Inn PROPOSED LEACHING POOL i STORE. l j j P�,�. 1� ERA W, c� A, .� e �g y \ . �, �\ ,. ;. ry GENERAW, 75 111 I i7 �P,"t "':L'n11"k� 1,14 ®PROPOSED SEPTIC TANK P / 93 \ \ 1\ UT1 POLE '�2Ak ' .�� : i . POLE W NYr 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FiELD F'ROp �R1SER 59'3 Q O E?L �'+II s;.; r •j, j ,;„+ r ri OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. ti� \ +• 1 SIN f'APj%gr* M E R Y L K R A M E R 5. LOT AREA LESS COASTAL EROSION HAZARD AREA = 29,791 sq. ft. ti O' t •' l -PROP DISTURBED AREA (LOT AREA TO SILT FENCE LINE) = 31,330 sq. ft. , ��, Gy IEl I �� •' �' i STO SSTNE!PPI►� \ gII%1 QiI.".�i;'s`!:: ir..: I::-r 1 ;s;r:• :I•'i: " a r c h i t o c t 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN ANDto V i REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. \00 EENNE l.;ri ' �� �\ j S iNsr PIPINS o I I IPtAhITEO 7L?1! A @b c� c^ i ESU4hD t " PROP ' T' AT T Tl EJCp'�Nsf (4`d/q bt�Y r I,q ,,PI, TOSEPTIG ON itx 'RIN6ljl C-Atzi;p 213 E . FRONT STREET y�. olf�'g\ ; _ �WC.C`Ov y POST OFFICE BOX 683 EXISTING LOT COVERAGE Lift 9` ,gE / o I V �; 0 GREENP0RT, NY 1 1944 (TOTAL LOT AREA LESS COASTAL EROSION HAZARD AREA) g .?. £ o CESSPOOL i DESCRIPTION AREA % LOT COVERAGE O' �Oa•• '?�y � ,� �'• r a'7S ;� 6 3 1 - 4 7 7 - 8 7 3 6 b m k a r c h i t e c t c o m FRAME HOUSE 795 sq. ft. 2.7% �-- WOOD DECK 20 �O, (PORTION NOT IN COASTAL 490 sq. ft. 1.6% �. e� Q x�� o EROSION HAZARD AREA) ��o ���h. 1s 0/ � / i t! ' • '� ® Nj 7 �'O kas INGROUND POOL 722 sq. ft. 2.4% x ,�� tti•�; rt ay ? 712 FRAME SHED WITH RAMP 133 sq. ft. 0.5% Qi E TOTAL EXISTING 2,140 sq. ft. 7.2% cF y/ ' \ if '/ "� i �t'r �� fp'� HARATUNIAN {red A Q� 12- � 75.2 ��o \ ;- • Q=a,; RESIDENCE PROPOSED LOT COVERAGE " (TOTAL LOT AREA LESS COASTAL EROSION HAZARD AREA) 3r DESCRIPTION AREA % LOT COVE RAGE 1250 Sou ndview Ave. Ext EXIST. FRAME HOUSE 795 sq. ft. 2.7% �, Q Southold, New York EXIST. WOOD DECK ti� oGoG A /y r!` '+ 74'2 �c'4 11971 (PORTION NOT IN COASTAL 490 sq. ft. 1.6% o� 9 /� ,� _- ' EROSION HAZARD AREA) y ,. Q EXIST. INGROUND POOL 722 sq. ft. 2.4% �y I '4...`;,� e� EXIST. FRAME SHED W/ RAMP 133 sq. ft, 0.5% I ,00 ,y� A� X wo PROPOSED ADDITION 538 sq. ft. 1.8% �9'1'j 1 xtv, Site Plan PROP. 1st & 2nd STORY DECK � � do Schedule ADDITION IN PLACE OF STAIRS 16 sq. ft. 0.1% r PROP. 1 st & 2nd STORY DECK ADDITION WiTH 2nd STORY 130 sq. ft. 0.4% PREPARED IN ACCORDANCE WiTH THE MINIMUM PORCH ABOVE X STANDARDS FOR TiTLE SURVEYS AS ESTABLISHED FORTHE H USE AND E NEW EO AND ADOPTED FDR SUCH USE BY THE NEW YORK STATE LAND I PROP. WOOD PORCH 120 sq. ft. 0.47. TiTLE ASSOCIATION. PROP. WOOD DECK WITH OUTSIDE SHOWER 150 sq. ft. 0.5% O� Date : rJ/ 7/2016 s Printed on 11x17 Drawings PROP. GARAGE 352 sq. ft. 1.2% All�y � $ g I c Paper Scale is 50%Scale Above PROP. PERGOLA 292 sq. ft. 1.0% TOTAL PROPOSED 3,738 sq. ft. 12.6% N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITIONA-0 0 1 TO THIS SURVEY IS A VIOLATION of Nathan Taft Corwin I l l SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor WELL COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. © 2016 Meryl Kramer Architect CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. All RWft Reserved ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF To THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND To THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 DMWING ISSUE DATES CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODE R 301.2.1.1 PRESCRIPTIVE DESIGN WIND LOAD-120 MPH FOR THREE SECOND GUST EXPOSURE ZONE"B" Joint Description Nail Sizes Nail Spacing FRAMING NOTES: Construction Progress 00.00.0000 ROOF FRAMING THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO S�m1 EnKtr►eer 5/9/16 ICE SHIELD UNDERLAYMENT THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. Preliminary Pricing&Permit 5/31/16 GROUND SNOW LOAD WIND SPEED(MPH) SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. REQUIRED FLOOD HAZARDS Rafter to Top Plate(Toe-nailed) 3-8d per rafter Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist WOOD FRAMING Construction Set OO.00.000D Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap 20 120 B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH(N)WITH THE FOLLOWING MINIMUM SPECIFICATIONS: REVISION DATES Collar Tie to Rafter(Face-nailed) 2-8d per tie " "" 4 �r�1'�. " 11FV=95 PSI �r Blocking to Rafter(Toe-nailed) 2-8d each end FB-825 PSI --11 - 'I 'I Rim Board to Rafter(End-nailed) 2-16d each end FC PERP=625 PSI WALL FRAMING E=1,600,000 PSI 3 2 2 3 3 2 3 3 2 3 Top Plate to Top Plate(Face-nailed) 2-16d 1 per foot 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Top Plates at Intersections(Face-nailed) 4-16d joints-each side Stud to Stud(Face-nailed) 2-16d 24"o.c. FB=2,900 PSI Header to Header(Face-nailed) 16d 16"o.c.along edges FV=290 PSI Seal: GIRDER AS SPECIFIED Header PERP=650 PSI I Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud E=2,000,000 PSI BLOCKING PER 2-16d per 2x6 stud • MANUFACTURES SPEC. 2 1 1 2 2 1 2 2 1 2 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: �G1$TERFOq 2-16d per 2x8 stud Q. �Q {1)CS18 METAL STRAP PER 1,2 FB=2,800 PSI YL R. �y JOIST AS SPECIFIED R STUD w/(8)8D COMMON Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking 2-16d per foot METAL HANGER PER NAILS PER 12"END LENGTH FV=290 PSI , MANUFACTURES SPEC. (Face nailed) FC PERP=740 PSI � E=2,100,000 PSI � x FLOOR FRAMING Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d per Joist 4.ALL TREATED LUMBER IS TO BE NO.2 OR BETTER SOUTHERN YELLOW PINE WITH THE FOLLOWING MINIMUM (P f 4 3 2 2 3 4 3 2 3 3 2 3 Bridging to Joist(Toe-nailed) 2-8d each end SPECIFICATIONS: 9� �`48p2 Blocking to Joist(Toe-nailed) 2-8d each end FB=975 PSI OFNEIN YORE Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block FV=175 PSI Typical Joist Hanger Gable Roof Plan:0 to 10 degrees Gable Roof Plan:10 to 45 degrees Ledger Strip to Beam(Face-nailed) 3-16d each Joist FC PERP=565 PSI Not To Scale Joist on Ledger to Beam(Toe-nailed) 3-8d per Joist E=1,600,000 PSI Band Joist to Joist(End-nailed) 3-16d per Joist Band Joist to Sill or Top Plate(Toe-nailed) 2-16d i per foot 5.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTED IN ROOF SHEATHING NAILING SCHEDULE ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. I ROOF SHEATHING R Zone i Zone 2 Zone 3 Zone 4 Structural Panels Sd 4"o.c.perimeter zone other 6.ALL CONNECTORS,rS RAP ETC ON THESE DRAWINGS ARE MADE BY SIIMPSON UNLESS INDICATED OTHERWISE. Drawing Legend: .ALL HATED RAFTER 6"O.C.edges of panel,12" Wall To Be Removed g pa CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. FIELD 3"O.C. 12"O.C. 3"O.C. 4"O.C. O.C.interior of panel f (1)SIMP'SON H6 STRAP PER � Diagonal Board Sheathing Wall To Remain RAFTER w/(8)N10 OR 10D ANCHOR BOLT 7.ALL FLOOR SHEATHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA SPAN RATING 71V PLYWOOD NAILS 4'0.C.(TYPICAL) i"x 6"or 1"x 8" 2-8d per support OF 48/24.FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE FLOOR JOISTS(6"O.C.EDGES AND 12"O.C. - New Wall SILL PLATES 12"FROM CORNERS EDGE 4",O.C. 6"O.C. 3"O.C. 4"O.C. 1"x 10"or wider 3-8d per support FIELD). _--_--__ Lines Above ! STUD WALL ALL 1/2"EXTERIOR PLYWOOD WALL SHEATHING TO BE SECURED WITH 8D COMMON CEILING SHEATHING 8.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED XPOSURE 1 PLYWOOD AND SHALL BE NAILED WITH 10D ------------ Lines Below •" NAILS 2 1/2"'X 10 1/2"GA.,PATTERN AS INDICATED ABOVE COMMON NAILS 6"O.C.EDGES AND 12"O.C.FIELD. Gypsum Wallboard 5d 7"edge/10"field - - - - - Guidelines FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS,FEFER TO"FASTENING 9.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 8'. ---- Fence SCHEDULE FOR STRUCTURAL MEMBERS"-NEW YORK STATE CODE BOOK. WALLSHEATHING 1O.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. Structural Panels 8d (see table 3.9) 101 Door Tag Simplified Roof Sheathing Nailing Schedule Fiberboard Panels 11.BLOCKING ISTO BE INSTALLEDAT ALL POINT LOAD BEARING POINTS. Rafter/Plate/Stud Connection Header & Post Tie Downs p g g " " sd 3 edge/s"field Not To Scale Not To Scale Not To Scale 7/1612.WALLS ARE TO BE FRAMED WITH 2X6 INCH STUDS SPACED 16 INCHES O.C.UNLESS INDICATED OTHERWISE. 101 Window Tag 25/32' 8d 3"edge/6"field FRAMI G 7"edge/10"field 13.ALL JOIST AND BEAM HANGERS AND FASTENERS USED ON THE EXTERIOR ARE TO BE SIMPSON TYPE 304 OR 316 ���'\� Gypsum Wallboard 5d STAINLESS STEEL. 3"No ® Section X, �- 8 SCREWS 12" CLIGHT WOOD FRAME WALL Hardboard 8d (see table 3.Particleboard Panels 8d (see table 3.9) 14.ALL BOLTS NUTS AND WASHERS ARETO BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. Sheet A-XXX 9) . O. . Diagonal Board Sheathing Detail Ta WASHER(TYP.) :STEEL ^ I 1"x6"or1"x8" 2-8d per support ,t�� j g 1"x 10"or wider 3-8d per support 1. ALL STEEL IS TO BE ASTM SPECIFICATION A-36 1/2"PLYWOOD FLOOR SHEATHING 2. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A-325 BOLTS. � G.ass Structural Panels Ll 1'or less 8d 6'edge/12"field 3. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION A500. I (1)CS18 METAL greater than 1" 10d 6"edge/6"field STRAP PER STUD w/ 4, ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1#2'BOLTS OR UNLESS OTHERWISE SHOWN ON THE Board Sheathing Diagonal WALL STUD (8)8D COMMON PLASTIC COATED Dia g PLANS. NAILS PER END PERMANENT WOOD SCREW 1"x 6"or 1'x 8' 2-8d per support 4� GLASS ANCHORS 1"x 10"or wider 3-8d per support 5. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS ANDOVER ALL COLUMN SUPPORTS. M E R Y L K R A M E R Z 1/2"PLYWOOD 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed a 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall 6. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM TO AWS AND AISC a r c h i t e c t FLOOR JOIST FRAMIN sE be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. STANDARDS. AIL ANCHOR BOLTS D A 2 When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted 5.ALL WELD JOINTS ARE TO USE E70XX ELECTRODES. v to be reduced to 1-16d nail per foot. 6.ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. 2 1 3 F . FRONT STREET WASHER(TYP.) PLYWOOD OPENINGS SCTM# 1000-50-02-13 POST OFFICE BOX 683 N WALL STUD , PROTECTION;THICKNESS MASONRY WALL DEPENDS ON WINDOW OPENING FOUN TIQN NOTES: GREENPORT, NY 11944 (1)CS 18 METAL 3"No.8 SCREWS 12"O.C. WIDTH(1) PROPERTY ADDRESS 1250 SOUNDVIEW AVE EXT. THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO STRAP PER STUD DETAIL A-TYPICAL ATTACHMENT OF SOUTHOLD,NY 11971 THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 6 3 I - 4 7 7 - 8 7 3 6 w/(8)8D COMMON PLYWOOD OPENINGS PROTECTION TO NAILS PER END WOOD-FRAME BUILDING NOTE: IN LIEU OF SCREWS,LUGS ZONINGi R40 m k a r c h i t e c t c o n WITH NUTS AND WASHERS MAY 1- ALL CONCRETE 3,500 PSI AFTER 28 DAYS MINIMUM. BE USED BUILDING HEIGHT ALLOWABLE- 35 FEET 2-ALL REBAR ASTM A-615 GRADE 60. ACTUAL-28'-4" Stud Straps Second Floor Box First Floor & Sill Anchors 3-FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE Not To Scale Not To Scale ALTERNATE TO 120 MPH CERTIFIED WINDOW INSTALLATION BUILDING EXCEEDS MIN.REQUIREMENTS INSTALLED A MINIMUM OF 3'BELOW GRADE UNLESS INDICATED OTHERWISE. PLYWOOD PANEL WINDOW AND DOOR PROTECTION FOR WOOD ENERGY CODE SET FORTH BY N.Y.STATE RESIDENTIAL GENERAL NOTES ' FRAMED BUILDINGS 4-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 10" BUILDING CODE-SEE ATTACHED REPORT BELOW THE TOP OF THE FOUNDATION WALL.REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH H A RATU N I A N 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN WINDOWS ARE TO BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. ACCORDANCE WITH THE NEW YORK STATE UNIFORM CARRIAGE BOLTS BUILDING CODE,AND THE NEW YORK STATE ENERGY 5-ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. RESIDENCE CONSERVATION CODE,AND LOCAL AUTHORITIES. 6-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS (2)2X GIRDER 4"Vent Thru Rif ROOF RELATIVE TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. POWDER ROOM KITCHEN 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 7-THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING WOOD POST _ _ VERIFIED BY CONTRACTOR(S)PRIOR TO START OF EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL. 12550 SOU ndview Ave. Ext CONSTRUCTION AND ORDERING OF Southold,MATERIALS. THIS .• •; POST ANCHOR FOUNDATION HAS BEEN DESIGNED FOR SOIL 8-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. Sor N ew York I ' 1/r1 1 1/2 z I BEARING CAPACITY OF TWO(2)TSF AND GRADES 11971 •.•'�;•�' '••'�� 1 1 1 9-INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18'MINIMUM. ° WOOD BEAM -1LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT LAv. SINK DW THESE CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE PIER CONCRETE SLABS TO BE COMPACTED TO 95% 10-FOUNDATION EXCAVATION IS NOTTO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING. 2ND FLOOR RELATIVE DENSITY. 11-BACKFILL ALONG FOUNDATION WALLS IS TO BE CLEAN MATERIAL AND IS TO BE MECHANICALLY COMPACTED IN 6" '• STEEL PLATE r' 3„ 2" LIFTS TO 95%OF MAXIMUM DRY DENSITY. STEEL COLUMN MASTER BATH#2 LAUNDRY BATH#1 3. PROVIDE FLASHING AT ALL ROOF BREAKS, 12-UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WITH NO.5 Deck Railing/Post Anchor BATH "--�� -�--� __2" --r-__ CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS, WINDOWS REBAR DOWELS. T--�--r--�-- , I ,---� Code Sheet Not To Scale 1112-1 1 112" 2"I 2"l 1 1/2"1 1 1/2 2"1 11/2-1 4' 12" 11/2 2"I 1 1/2 AND DECKS ETC.. I 1 ( 1 1 4"MAIN WASTE LINE SUGGESTED UNDERPINNING PROCEDURES: I LAV. LAV. 1 1 LAV. I LAV. SLOPE 1/4"PER.FT. 4. DO NOT SCALE DRAWINGS. W O• A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL. O' SHO ER TUg SHOWER O' SHO�ER ------I F.A.I. 1ST FLOOR 5. DESIGN CONSULTANTS OR RECORD ARCHITECT- ENGINEER ARE NOT RESPONSIBLE FOR THE B)EXCAVATE SMALL EXPLORATORY PIT AT EXTERIOR WALL TO DETERMINE DEPTH AND WIDTH OF EXISTING FOOTING. 1 v2" Z- 2 2" 1112- 2 3" 3" 1 112' 2 3" INFORM ARCHITECT/ENGINEER OF FINDINGS BEFORE PROCEEDING. C.O. INSPECTION,SUPERVISION,OR ADMINISTRATION OF CS18 METAL STRAPS STEEL COLUMN THIS CONSTRUCTION PROJECT. FEDERAL, STATE w/(8)8D COMMON . AND LOCAL ZONING AND BUILDING CODE COMPLIANCE C)UPON RECEIVING APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE ENTIRE LENGTH OF THE NAILS PER 12"END I STEEL PLATE CONNECT TO SHALL BE THE RESPONSIBILITY OF THE AREA TO BE UNDERPINNED ON BOTH SIDES OF THE FOUNDATION WALL.REMOVE INTERIOR CONCRETE FLOOR AS Date : 05/27/2016 LENGTH 'I' APPROVED NECESSARY. HOUSESANITARY SYSTEM CONTRACTOR. • I; All Drawings Printed on 11x17 RAFTER TRAP D)EXCAVATE BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS.E)INSTALL KEYWAY 9 I i CONCRETE PIER BASEMENT 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO BETWEEN SECTIONS,ALLOW 7 DAYS CURING. Paper Scale is 50%Scale Above • ( / I f • ! LLBLOCKING .41 FACILITATE CONSTRUCTION AND SHALL NOT BE 4 CONSTRUED AS A CONTRACT BETWEEN BUILDER AND F)BACK FILL AND REPLACE INTERIOR FLOOR AS NECESSARY. RIDGE BEAM ' ' 4 OWNER. G)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR EXCESSIVE 7. THIS STRUCTURE HAS BEEN DESIGNED IN MOVEMENT AND/OR CRACKS.NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENT AND/OR CRACKS ARE NOTED. ACCORDANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. THREE FEET FROM NEW WALL.13-DOWEL TO EXISTING FOUNDATION WALL WITH N0.5 REBAR. GROUT SOLID ALL CAVITIES IN EXISTING WALL FOR A-002 Rafter Straps Porch Beam/Column Anchor 8. CONTRACTOR SHALL OBTAIN ALL PERMITS Not To Scale Not To Scale VERTICAL RE-BAR IN POURED CONCRETE FOUNDATION AS FOLLOWS: &-O"H.FDTN.WALL- #5 REBAR @ 48"O.C. PLUMBT.S.ING RISER DIAGRAM 9'-0"H.FDTN.WALL-#5 REBAR @48"O.C. 1 -Sc ale: N 10'-0"H.FDTN.WALL-#6 REBAR @ 48"O.C. O 2016 Meryl Kramer Architect . All RWft Reserved DRAWING ISWE DATES Construction Progress 00.00.0000 Structural Engineer 5/9/16 Preliminary Pricing&Permit 5/31/16 Construction Set 00.00.0000 RMSION DATES WINDOW SCHEDULE:= ' MANUFACTURER MODEL NO. TYPE FINISH RO TGLASS &N0. QUANTITY WIDTH RO HEIGHT � Q DIVISIONOVERALL AREA REMARKS 5 26 5 5 5 19'101/4' 14'61,/2' 281.235 1 Seal: A 3 Anderson E-Series GMT 3040 Casement 3101,/2' 4'01,/2' 36.88 EGRESS B 3 Anderson E-Serles PAWN3020 Awning 3101,/2' 2101,/2' 18.63 �G`S"tEREDgRCy C 5 Anderson E-Series PAWN2830 Awning 2'81,/2' 3'01,/2' 41.189 �- ��:1`R D 101 Anderson E-Series CMT3034 Casement 310 W2' 3'41,/2' 102.656 Ti 5 Anderson E-Series TR Fred Glass 810 W4' 2101/2' 81.879 �- Ar �9 X4802 OP { 0R"" S C H E L E Drawtrtg Legend: : = _ _ _ _ _ : Wall To Be Removed NO. MANUFACTURER MODEL N0. NOMINAL SIZE OPENINGS Wall To Remain TYPE T1�Icicrness HARDWARE GLASS DIVISIONS OVERALL AREA REMARKS WIDTH HEIGHT RO Width RO Height - New wall ________ Lines Above 30 30 30 30 1317 1/2" 202'5 1/2" 132'9" 203'0 114" 4'4 1/2" 899 .684 10 ------------ Lines Below 101 Andersen E-Series E Series HPI 30610 With Sidelight HPI 146105 Swing Simple 62 112" 68 1/4" 62 1/2" 6'8 114- 1 314" 34 .444 --------- Guidelines �f - - - - - Fence 102 Andersen E Series GP80610 SR Slider 68 314" 6'8" 510 114" 6'8 314" 1 314" 39 .394 SP-1 PANEL 103101 Door Tag Andersen E-Serles GP80610 SR Slider 5'8 314" 6'8" 5'10 1/4" 6'8 3/4" 1 3/4" 39 .394 SP-1 PANEL 104 Andersen E-Serles GP80610 SR Slider 5'8 3l4" VIT, 5110 1/4" 6'8 314" 1 314" 39 .394 SP-1 PANEL 101 yytWindow Tag k 105 Andersen E-Serles GP80610 SR Sider 68 314" 6'8" 5110 1/4" 6'8 314" 1 3/4" 39 .394 SP-1 PANEL k i Section X, l 106 Tru Stile TS1000 Packet Simple 27 1/2" 68 314" 2'7 1/2" 6'8 314" 1 31N' 17 .684 Sheet A-)= I 6 �� 107 Tru Stile TS1000 Swing Simple 2'7 112" 6'8 314" 27 1/2" 6'8 314" 1 314" 17 .s64 Detail Tag I 2 108 Custom Cased Opening 41 112" 6'8 314- 41 1/2" 6'8 314„ 1 3/4" 27 .758 i i 109 Tru Stile TS1000 Swing Simple 21 1/2" 68 3/4" 2'1 1/2" 68 314" 1 314" 14 .299 C G 110 Tru Stile TS1000 Swing Simple 2'9 1/2" 68 314` 2'9 1/2" 6'8 314" 1 3/4" 1$ .786 111 Tru Stile TS1000 Swing Simple 79 112" 68 314" 79 1/2" 6"8 314" 1 314" 18 .786 �i 112 Tru Stile TS1000 Swing al-part 3'9 112" 68 3/4- 3"9 1/2" 6'8 314" 1 314" 25 .156 M E R Y L K R A M E R 113 Custom - Cased Opening 4'1 1/2" 6'8 314" 4'1 1/2" 6'8 314" 1 314" 27 158 a r c h i t e c t 114 Tru Stile TS1000 Swing Simple 27 112" 68 314" 27 1/2" 68 3/4" 1 3(4" 17 .664 115 Tru Stile TS1000 Swing Simple 27 tri' 68 3/4" 27 1/2' 6'8 314" 1 3/4" 17 •664 2 1 3 E . FRONT STR EE T 116 Tru Stile TS1000 Swing Simple 2"5 112" 6'8 314" 75 1/2" 6'8 314" 1 314"' 16 .543 POST OFFICE BOX 6 8 3 GREENPORT, NY 11944 117 Tru Stile TS1000 Swing Simple 2'7 1/2" 6'8 314" 27 1/2" 6'8 3/4" 1 314" 17 .884 6 3 1 - 4 7 7 - 8 7 3 6 118 Tru Stile TS1000 Swing 8i-part 3'9 1r2" 6110 1/4" 3'9 1/2" 6110 114" 1 314" 25 .625 m k a r c h i t e c t . c o m 119 Tru Stile TS1000 Swing Simple 79 1/2'" 68 3/4" 79 1/2" 6'8 3/4" 1 3/4" 18 .786 120 Tru Stile TS1000 Swing Bi-part 3'9 1/2" 6'10 114" 3'9 1/2" 6110 114" 1 314" 25 .625 200 Anderson E-Series GP80610 SR Slider 8'0 114" 6110 1/2" 8'0 1/4" 6110 1/2" 1 314" 55 .143 SP-1 PANEL WfrR 7-11 314 x 2'-0" 201 Anderson E-Serles GP80610 SR Slider 8'0 114" 6110 112" 8"0 1/4" 6110 1/2" 1 3/4-' 55 .143 SP-1 PANEL WJTR 7-11 314 x 2'-0" H A RATU N I A N 202 Anderson E-Serbs OP80610 SR Slider 8'0 1/4" 6110 1/2" 60 1/4" 6110 1/2" 1 314" 55 .143 SP-1 PANEL W/rR 7-11 314 x 2'-0" RESIDENCE 203 Anderson E-Serbs GP80610 LS Slider 8'0 1/4" 6110 112" 8'0 1/4" 610 1/2" 1 314" 55 .143 SP-1 PANEL W/TR 72-11 314 x 2'-0" - 204 Anderson E-Series GP80610 LS Slider 8'0 114" 6'10 1/2" 8'0 114" 610 1/2" 1 3/4" 55 .143 SP-1 PANEL WJTR 7-11 314 x 2'-0" 205 Anderson E-Series GP60610 SR Slider 60 1/4" 6110 1/2" 6"1 314- 6111 114" 1 3/4" 42 .637 SP-1 PANEL W/TR 7-11 314 x 2'-0" 1250 Soundview Ave. Ext Southold, New York 206 Custom Cased Opening 3'0" 6'8" 3'1 112" 6'8 3/4" 1 3/4" 21 •029 11971 20p7 Tru Stile TS1000 Packet Simple 2'0" 8'8" 71 1/2" 6'8 314" 1 314" 14 .299 208 Tru Stile 751000 Sluing Simple 2"8" 68" 79 112" 68 3/4" 1 314" 18 .786 209 Tru Stile TS1000 Swing -part 4'0" 68" 41 112" 6'8 314" 1 314" 27 .758 Window & Door Schedule Date : 05/27/2016 All Drawings Printed on 11x17 Paper Scale is 50%Scale Above A-043 © 2016 Meryl Kramer Architect All Rights Reserved DRAWING ISSUE DATES Construction Progress 00.00.0000 1 Sbuftral Enidneer 5/9/16 A-3ao - , Preliminary Pricing&Permit 5/31/16 Construction Set 00.00.0000 REVISION DATES I Seal: 40'-0 1/4' G�s•�ERED q,4C -t L R.K y% 28'-0 1/4" 12'-0" r-----LineofDeckAbove ---, r-----, r , r--- r-----, I I I I I I t � I I I I - I I I 1 9 X4802 2xw ac��LusreD -I I----_._ I \1 I I I I I 1 L_ _t_�1 L_____J L_____J L._.—_J L___—_J I L___ _J OP NEW�O o•I 0 @ @! \ �a' II I �\KGs a I a ) 00 00 ¢. \�Q N N o() Drawing Legend: 1 \F� -�- NIIWall I 2xgAC 4E.() -f _________--- - To Be Removed ---------- --------------------------- -------- - - — — - - - - '_ — - - - - - - '- - -_""'i I Wall ToRemain t -- ew a I II r------------------ --- — N W II -�- ---------------- 1 I —- Lines Above L- a 2x8 ACQ DJ @ 16"OC I, , I ,�— — _====- fa ) 14—_-- 2-2x10 ACQ FLUSH GIRDE �yy I• I I 1 I I I I Lines Below J Guidelines ----------- I! Fence zo � m - - I Door Tag I I I I CEJ I o I 'o A-300 EXISTING i i v I CRAWL SPACE ; ODI� C I 1) I I� , I ¢ 0 a Window Tag 00 x II 1 1 1 1 I O Section X, Ii i i `i Sheet A-XXX 4 IL_ '—)�_J ' ; NEW 2"THICK PC"SLAB ON 30 MIL 0 II I 4I I POLY VAPOR BARRIER ON CLEAN iy) 1_ -- --fix@GER-----------,,t� ^ ' COMPACTED SAND,TMP. - (, j Detail Tag „�� LLL; 1 II z r------ ---------------- -• I I' I <I i EXISTING 3-2x10 DROPPED GIRDER M II 1 zo I 1 I N 1, 1 N II I 1' 1 1 1 (0 CSI I t M E R Y L K R A M E R M 2x8 ACQ D �� m a r c h i t e c t J @ 16"OC OQ L- m00 I I ;' ; SECURE NEW FOUNDATION WALL ; ; cn I I �! ; WITH 24"LONG BARS#5 12"OC ; 1 r. 11 I �! VERTICAL DOWEL INTO EXISTING ; ; 2 13 E . FRONT S T R E E T 'I FOUNDATION,SOLID GROUT,(TYP 1 I ' m t - 1 I I POST OFFICE BOX 683 i 8 OF 2). 26-8 1/4" i " i 11'A" 12n PC SO OTUBE ET I '' ' ' ' t GREENP0RT, NY 1 1944 1 BEAM POCKET i- � 8" REINFORCED C.I.P.CONCRETE FOUNDATION 36" INTO GRADE 0 I I ii ; i 1 TYP- � 4 WALL W CONTINUOUS WATERPROOFING 6 3 1 - 4 7 7 - 8 7 3 6 24"X24"X1 "PC FO TING, I� I ' ' ' ' ( N TYP. i) ; ; i ", � N APPLIEDBELOW GRADE ON 8X16X12 C.I.P. m k a r c h i t e c t c o m I I 1 , , FOOTING,MIN.3-0BELOW GRADE(TYP.) 1) 1 1 1 I I , L.-----------------------—z----------- -;2x10 AGQ FLUSH GIRDED ' 3-2x10 DROPPED GIRDER I 1 1 SII I 1 1 1 1 1 QII I i — i Q I I I ' ' � fi � 1 . I NIAN 1 ' ® `' ` RESIDENCE = m 'f' o BASEMENT i i a S I I 2x8 ACQ DJ @ 16"OC---- — b _j in r-----II 4-1TH.P.C.SLABw/6X00 O 10/10 WWM ON 30 o °c ' POLY VAPOR BARRIER M =I N ;! ® i; CLEAN COMPACTED o 1250 Soundview Ave. Ext IN --� UP SAND, TYP. Southold New York I'O' Q J 1 I /" r- V-4 r-----0 1 I . x1_1 I L----------------------------------- -}------------------------------------ --- -------- -� I \ 11971 - ----------------------------- t).,pp E �aE9 --------- --------2x8 tEE)GER---------------------------- Q0 0 0L--- N V' Basement Plan r V ' - I � —• 2;2x10A -FLUSH_GIRDER L___--J Lineof eck Above 8'-0" 32'-0 1/4" Date : 05/27/2016 40'-0 1/4' All Drawings Printed on 11x17 Paper Scale is 50%Scale Above 1 Basement Floor Plan Scale: 1/4" = 1'-0" A- 1 00 O 2016 Meryl Kramer Architect All Rights Reserved DRAWING ISSUE DATES Construction Progress 00.00.0000 1 Structural EnOneer 5/9/16 A-300 Preliminary Pricing&Permit 5/31/16 Construction Set 00.00.0000 39`-5" j REVISION DATES DECK 40'-0 1/4" } IF 28'-0 1/4" Seal: 4'-91/8" 7'-21/2' 3-31/4" 11 8'-01/4" 4'-91/8" 12'-0" ERED,q,QC� DECK Q- �,,YL R. UP l* f A I — — ---------- ...... ACQ-ELUSH_GJRDER. 02 -- ------ ----- --•—•— �p48 '\ NEW YO p p w. \?1p @ COVERED I i DECK o \ U I U i� \y 00 00 Q. N ;�I Dmwtng Legend: C LR Wall To Be Removed ______ _ _ _ _ _ _ _ New Wali a 1 2� x8 ACQ DJ @ 16"OC 2-2x10 AC FLUSH GIRDER 1 Ia " — — — Q— — — — — -------- Lines Above c� I�I ------------ Lines Below of v o - — — — — — Guidelines 102 — — -- — i 6 DRAWING ISSUE DATES Construction Progress 00.00.0000 1 Structural EnOreer 5/9/16 A-300 Preliminary Pricing&Permit 5/31/16 Construction Set 00.00.0000 47'-61/4" , REVISION DATES 39'-3 3/8" DECK 40'-0 1/4' Seal: I 28'-0 1/4" - �G�S�EREDgRCti 7'-6" 4'-91/8" EQ EQ ( 4'-91/8" 12'-0" Q-���(L R. ��ij0-0 10 DECK SCREENED PORCH X4802 '9 �DF NE\VV YOB DECK � Y m w f M Dr wing Legend: 202 203 204 = _ _ _ _ _ _ Wall To Be Removed Wall To Remain New Wali / _— — -- -------- Lines Above ------------ Lines Below Guidelines _ -- — — — - Fence o m SCREENED o o A-300 a Door Tag r a I I I W � U.1so� Window Tag k 3'-91/8" - 8'-2 7/8" `n I cn ----- Section X, Sheet A XXX "?CY) \ I j [ ,w}--) Detail Tag u- LIVING > ROOM l �. � / CATHEDRAL CEILING m200 ----------•— —.—.—. 1—.--- -- t M r� O EXPOSED RO F RAFTERS F- ! bo m / C14I 14 m ! (0 I =-, ifl 19 � ' Co / I w� U I 0_! ; } M E R Y L K R A M E R M ---------------� a r c h i t e c t m � /T I T� Coj _! 00m I I I ``! I L===__ KITCHEN M raLIJ 0) j d 213 E . FRONT STREET co i- -- POST OFFICE BOX 683 CY) 19 GREEN PO RT, NY 1 1944 iI I I I I � 4 F- 6 3 1 - 4 7 7 8 7 3 6 N m k a r c h i t e c t c o m C14 ??FLUSH GIRDER MEDIA --._ o `o CL. N CABINET - — o 9 HARATU N IAN M N RESIDENCE ° 206 1-4 208 N C? m 207 iv STUDY m ajF !1 IF 13'-113/4" 0 3 -9 N 5'-9 3/4" 31 2" 10'-8 3/4" 1250 Sou ndview Ave. Ext ° DN. ;�r POWDER Southold, New York N ROOM - m X' 11971 EL lV UD 'UD 'lX Roof Below `R. 7X' Pergola Below Second Floor Plan Line of Pergola Below 12'-9 3/8" 3'-7 1/4" 8'-01/2" 3'-71/4" 3'-117/8" I Date : 05/27/2016 7'-6" 8'-0" 32'-0 1/4" All Drawings Printed on 11x17 DECK Paper Scale is 50%Scale Above 40'-0 1/41' 1 Second Fioar Pian Scale: 1/4" = 1'-0" 47'-61/4" I A- 1 02 © 2016 Meryl Kramer Architect All RWft Reserved k DRAWING ISSUE DATES f Construction Progress 00.00.0000 Structural EnOneer 5/9/16 Preliminary Pricing&Permit 5/31/16 Construction Set 00.00.0000 REVISION DATES i Seal: �G\SIEREDgRC' S f ••^^ 4 V• 9� X4802 pFNEW YOkkl' I I I Drawing Legend: Wall To Be Removed I j Wall To Remain j - New Wall II I I - —__ Lines Above -- - -- -- ------------ Lines Below j ( --- — Guidelines --- I ------------ Fence I : I I ...-.:__- -�__ Door -__. :._..._. Tag - - Window Tag I I : II -- — - - _ ----- - -- - .. _. —t Section X. Sheet A XXX I - _ --- ___ _ _--_- _ - t }—� Detail Tag ,� II EPDM FLAT M E R Y L K.'. -- -- [ R A M E R ROOF _- _ - ,� I I i 11 I• l � F 1 I - ..__ . .-_. . . __ T - ..— _- a r c h i t e c t i II111 213 E . FRONT STREET --- ----- i1I ( - POST OFFICE BOX 683 it - Il 11 i GREENPORT, NY 11944 6 3 1 4 7 7 - 8 7 3 6 1 I m k a r C hi t e c t c o m I � I I [ I li ;� Ij ;' � 11 i` I I � �"f � :� !� 1 I; II II, i �` •� 1 �� �- �I !. k HARATU N IAN EPDM FLAT RESIDENCE ROOF 1250 Soundview Ave. Ext Southold, New York 11971 Roof Plan r t f F (I Date : 05/27/2016 Roof Plan 1 1 Scaled on 11 x17 e: T = 1'-0" Paperr S aAllIle s 50Pri%Scale Above A- 1 03 f O 2016 Meryl Kramer Architect F All RWits Reserved I� F 1 DRAMnNG ISSUE DATES Construction Progress 00.00.0000 Structural Enidraw 5/9/16 Preliminary Pricing&Permit 5/31/16 Construction Set 00.00.0000 REVISION DATES I. METAL ROOFING Seal: CEDAR SHINGLE SIDING EREoq CEDAR SHIPLAP SIDING 94 ~ O O O O 9 (P 02 LLI OP/VEWY 00 Z CN M COVERED ENTRY PORCH CABLE RAILING W/ TRELLIS TO GARAGE WOOD VERTICALS Dmwing Legend: - — — — — — Wall To Be Removed Wall To Remain New Wall -------- Lines Above ------------ Lines Below 101 Guidelines OUTDOOR SHOWER Fence 101 Door Tag 101 Window Tag Section X, Sheet AX XX —LJ Detail Tag South Elevation W Scale /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 GREEit N P 0 RT, NY 1 1 9 4 4 6 3 1 - 4 7 7 - 8 7 3 6 rn k a r c h i t e c t c o m METAL ROOFING do CEDAR SHINGLE SIDING ------ CEDAR SHIPLAP SIDING HARATUNIAN RESIDENCE 2 201 00 I I "- 3- t ou ndview Ave. Ext Southold, New York 11971 7\— OC Elevations 7— OUTDOOR SHOWER 102 < Date 05/27/2016 All Drawings Printed on 11 x1 7 41 t Paper Scale is 50%Scale Above West�l Ie Elevation n SaIeI/4 =�I_ 0 . A-2 0 0 0 2016 Meryl Kramer Architect All Rights Reserved t DRAVANG ISSUE DATES Construction Progress 00.00.0000 Structural EftOrmw 5/9/16 Preliminary Pricing&Permit 5/31/16 Construction Set 00.00.0000 1 t ! REVISION DATES II II I Seal: TE YL R.,F Csy �m SCREENED PORCH I `2 204 203 202! �FINYORK '. -- ALI - —= =. --- �-- -I - _ --- — — a— - M-- lf _ =- - ....__..__...__....� -_ -- PERGOLA BEYOND - -- --- - Dwtng Legend: Wall To Be Removed Wall To Remain -_ -_ New Wall COVERED PORCH -------- Lines Above IIS � E ------------ Lines Below E 1 104 ° 1 103 — — — — — Guidelines E — — — — - Fence loi Door Tag 101 Window Tag Section Sheet A-XXX k ({Fp Detail Tag 1 North Elevation Scale: 1/4'r = 1'-0" I i M E R Y L K R A M E R a r c h i t e c t 213 E . FRONT STREET i POST OFFICE BOX 683 GREENPORT, NY 1 1944 i I 6 3 1 - 4 7 7 - 8 7 3 6 I I li m k a r c h i t e c t c c m r - HARATU N IAN - RESIDENCE 1 O O SCREENED PORCH 1250 Soundview Ave. Ext ENTRY COVERED PORCH BEYOND - Southold, New York _ —_... _ -•. — 11971 PERGOLA �� j .�....�__........ ~.____.__..___- . _.._. ..... Elevations WOOD SCREEN WALL Ij - 1 _._._...... . ._.__ Date : 05/27/2016 All Drawings Printed on 11x17 Paper Scale is 50%Scale Above 2 East Elevation Scale. 1/4" = T' A-201 f. I © 2016 Meryl Kramer Architect All Rets Reserved DRAWING ISSUE DATES Construction Progress 00.00.0000 ! I II StrtmWral Erudneer 5/9/16 Preliminary Pricing&Permit 5/31/16 Construction Set 00.00.0000 i i REVISION DATES I i Plate Height — --- - ------------ --- ------ — — — — — --- — — — ----- -- ------ — -- — — — — — — T195O.FLAT ROOF " Plate Height — _ 1T "-03/4 -- - - - - - Seal: - - — — - - — - - a`o 0 �G\g7ERFDq ti = ARYL R•k Roti { N W co REEK OPEN MEDIA CABINET LIVING AREA n 60 PORCH 0FNEI�4802 Second Sub Floor N YOB PERGOLA BEYOND z ` i 0 I Drawing Legend: ff COVERED Q =0 BEDROOM#3 MASTERI COVERED = _ _ _ _ _ _ = Wall To Be Removed [ - I', II WOOD SCREEN WALL PORCH z BEDROOM I PORCH Wall To Remain I New Wall _______ Lines Above E` ------------ —_——_— s First Sub Floor - Lines Below - - -- - - - - - -- — _ - - - - -- - - - - - - - --- G uldellnes Fence Grade _ --illiI,Il--lii IIII —��!I---IIII _ ilii il! i - Ili ! - ---IIII I III IIII I IIII- rill -IIII-- � �� -1 8 3/4 log Door Tag EXISTING L CRAWL SPACE Window Tag '� ACCESS PANEL Existing Foundation — -- — ------------- - -- --- - Section X, Sheet A-XXX - New Foundation == _---, -- ___ — _ III Detail Tag 2 Building Section Scale: 1/4" = 1'-0" M E R Y L K R A M E R A-500 A-500 r A-500 a r c h i t e c t I I I I I 213 E . FRONT STREET Plate Height ' - ` •- I � rt- - --�..- - — - - - - - --- --- - - - - - - - - I — 1- I I POST OFFICE BOX 683 GRE EN PO RT, NY 1 1944 1 I I Plate Height 6 3 1 - 4 7 7 - 8 7 3 6 I 17'-31/2" mkarchitectcom 00 c7 12 _ -- ---- -- = A 500 A 00 A 500 f— A-500 o04 � 4 = I I —J----- LIVING AREA KITCHEN; '' HAL oo c7 -I — a I I f-----L—� f — OPEN HARATU N IAN � � I I I I I ' ' RESIDENCE - Second Sub Floor - -- - _ I - — - -- -- ... - — —- -—-— - -------- 9'-21 8"-- — ---- I— I �, 1250 Soundview Ave. Ext -- ---- --J i Southold, New York j m a 11971 I = = ti >- 0 i BEDROOM#3 I HALL ENTRY00 z w 6 v _ 3 _ 1 A-500 , A-500 I I A-500 A-500 i A-500 _ I _ _ ' �I __ I I I First Sub Floor r 1 I — — — — — ... - - - i — - — �— — — — — — Building eCt101� ;'- ---------------- — — —I— __ _ 0 I ^� S r.a F I Grade I ( II III I - III III I_I �I IIII_! I I I I III, IIII , III I I I --- NEW EXISTING I I _j CRAWL SPACE I BASEMENT i ----- - :: . ...,. - ---- -- }— — DUTCH z I _ G ( = Existing Foundation I -_— = I �= --f I Q -..._-_ i SHELF � Q i —I I!� = Date : 05/27/2016 -51-4 1�4„— — — — — -- -- �_ - _! _= IIII=_ — — _ IIII--- IIII z I i � � =�_I _ 7111 p I - 1 - Ia� _ All Drawings Printed on 11x17 LL Paper Scale is 50%Scale Above New Foundation — ,. 1014 -- IL;---- �. -- I' -- I _ - !I I I I - ! I I I I�I - ---- � I-- I III=-- I __:___ -r=�!`�-_=��--- � _-- - =_+I�r =�Tl�-= I I - -- - -- ! _____ I DRAWINQ ISSUE DINES TYP. HIP ROOF CONSTRUCTION: TYPICAL FLAT ROOF CONSTRUCTION- i METAL STANDING SEAM ROOF ON y WHITE EPDM WATERPROOF Construction Progress 00.00.0000 UNDERLAYMENT ON 11/2" INSULATED MEMBRANE OVER PITCH BOARDS ON Structural ErLttrteer 5/9/16 SHEATING ON ROOF RAFTERS W/OPEN11/2"INSULATED SHEATHING ON Preliminary Pricing&Permit 5/31/16 CELL SPRAY FOAM INSULATION -' J RRS(SEE PLAN FOR SIZING) W/CLOSED CELL SPRAY FOAM Construction Set 00.00.0000 INSULATION HALF ROUND GUTTERS, "" ` - REVISION DATES TYP. '' I PlateHeight - - - - - -- - - — - - - - - - - - - - - - - -- — — — - -- — - - - -- - — — — - -—- - -—-—-— — — -- - ------- - - ------ —--—-—- - —-—-—-—-— G 19'-5" PROVIDE FLASHING SOFFIT: 2x6 RAFTER TAILS W/ 1x6 T&G CEILING 1x6 T&G FINISH 1.0 METAL DRIP CAP,SEE SPECS Seal: TYP.WALL CONSTRUCTION: TRANSOM UNIT BY SCHEDULE -- - _ - -- TYP.WALL CONSTRUCTION: WOOD SHINGLES ON VENTILATED __ - 5 1/2"SHIPLAP HORIZONTAL SIDING W/ TEREp UNDERLAYMENT ON 1" INSULATED �_— � _ _ W 1/8"REVEAL ON VENTILATED Gil, q,Qc r SHEATHING ON 2X6 WD.STUDS @ 16" UNDERLAYMENT ON 1" INSULATED Q' �p,YL R. O.C.W/CLOSED CELL SPRAY FOAM SHEATHING ON 2X6 WD.STUDS @ 16" INSULATIONo.c.! "` w/CLOSED CELL SPRAY FOAM n t INSULATION I'u II II 141 � � f DOOR UNIT BY SCHEDULE WINDOW UNIT BY SCHEDULE O'cA/EW YORE i Building Section Detail Building Section Detail Buildin Section Detail I 10 Scale: 3/4" = 1'-0" 7 Scale: 3/4" = 1'-0" 5 Scale: 3/4" = 1_0 Drawing Legend: POST Wall To Be Removed Wall To Remain New Wall TYPICAL RAILING: _____ __ Lines Above " ! 4x4&2X4 INTERMEDIATE POSTS ------------ Lines Below + CLAD W 3/4 WOOD BOARDS W/ 1/4"DIA CABLE RAILING-MIN.10 j,' ---------- Guidelines iROWS, — — — — - Fence 2X6 MAHAGONY RAILING CAP ! SEE SPECS) TYPICAL FLOOR CONSTRUCTION: [ f 'I', ENTRY PORCH FLAT ROOF 101 Door Tag FINISH FLOORING ON 3/4"SUBFLOOR CONSTRUCTION: TYPICAL DECKING SHEATHING ON FLOOR JOISTS(SEE FLOOR j j , WHITE EPDM WATERPROOF CONSTRUCTION: PLANS FOR SIZING)PROVIDE BATT !; MEMBRANE OVER PITCH BOARDS 101 Window Tag ! 5/4 x 4 DECKING ON ACQ DJ (SEE INSULATION ON 3/4"PLYWOOD SHEATHING PLAN FOR SIZING) Ju ON ROOF RAFTERS l l 19. i i l( --� Section X, -Second Sub Floor — — Sheet A Xxx 9'-11/2' - - - - - - - - - - - - - - — - - - - - - -- - --- -- --- - -- - - - - - - - -- - - - --- — - -- — �— — PROVIDE FLASHING - - - - - -- - - - - - - - a - - — x 77 7j T7777=, I N 17 L) Detail Tag 2x8 ACQ DJ@16"Oc; U a _=I= iv o I00 ^ ` 2x6 ACQ RR@16" Q W 4 2x6 ACQ RR016"OC a U I 6X6 ACQ POST CLAD /3/ oC oUE ! CEDAR BOARDS,TYP. j i � GWB ON CEILING 1x4 T&G CEILING M E R Y L K R A M E R 2x2 CEDAR BOARDS a r c h . i t e c t @ 6"O.C. ' Buildin Section Detail 2 Wal! Section 12 Bui{din Section Detail 9 Building Section Detail 4 Scale: 3/4" = 1'-0" SCale: 3/4" = 2'-0" Scale: 3/4" = 1'-Q" Scale: 3/4" = 1'-0" It 213 E . FRONT STREET POST POST OFFICE BOX 683 GREENPORT, NY 1 1944 First Sub Floor - — — -- -- -- — — --- - ----- - --------- — ------- --------- -- — - - - - - - - - - - - - ------ — — - - -- - - 6 3 1 4 7 7 8 7 3 6 - - - — - - - - - - - ---. - - - a" F I- r m k a r c h i t e c t c o m i :2x8 ACQ DJ@16"OC 2x8 ACQ DJ@16"OC- 2x8 ACQ DJ@16"OC =i= - AV - _ - HARATU N IAN 12"DIA SONOTUBE ON - 12 DIA SONOTUBE ON - — RESIDENCE ,- � I-- � IXISTING CMU � 24"X24"X12"PC FOOTING, TVP.24"X12"PC FOOTING, -- _ ROMADN TION WALL TO - TVP, ! — Soundew Ave. DUTCH SHELF _ _ _ TYPICAL FOUNDATION WALLCONSTRUCTION: .'' _ _ = 1250 vi New YorkEXt i-- --- -- -I=-- 8"REINFORCED C.I.P.CONCRETE = ® - _ = 11971 FOUNDATION WALL W/CONTINUOUSWATERPROOFING - - --- - -- - ( GRADE ON 8X16X12 C.I.P.OFOOTING, - Ing Foundation -. li _ -- - - - - !I - I = - - - - - - - - - — - - - - - - - , _ MIN.3'-0"BELOW GRADE —RAD—E(—TVP.—) ------ -- - -- -- ----- - - - — -- I _, ,- .__.•: f 5'-2" --- ' =1 PC NG WALL ON PC FOOTING Wall Sections Y II II � II I ��I III I Buildin Section Detail — — ; _—III =_= 11 _ 8 Buildin Section Detail - — ( - g_ -- I' ' _' 1 Buildin Section Detail Scale: 3/4" - 1'-0" _ - - --- - 3/4" _ ,l Date : 05/27/2016 New Foundation Scale: 3/4 - 1-0 _ _ _ _ SCale: - 1-0 g-0^ -- --.----------------- --- --- ----- -i__ --�...IIII _ - ` -- --- — - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - — - - - PaIIDS arawIngs le s Printed So 11x17 Paper / a Above -;=!W- -+ - A-500—II Buildin Sectioin Detail Buildin Section Detail © 2016 Meryl Kramer Architect 6 Scale: 3/4" = 1'-a" 3 Scale: 3/4" = 1'-0" All RWtsReserved DRAWING ISSUE DATES Construction Progress 00.00.0000 Stuctumll EnOmw 5/9/16 Preliminary Pricing&Permit 5/31/16 Construction Set 00.00.0000 REVISION DATES Electrical Legend Single Pole Switch Seal: Id Single Pole Switch With Dimmer G\.5TEREDq Three Way Switch t3 C, t3d Three Way Switch With Dimmer � Duplex Receptacle Outlet E9� X48 02 i. Quad Receptacle Outlet Ell OP NVEW Y Duplex Receptacle Switched Outlet X Appliance Receptacle Outlet COVERED DECK v 220 V Receptacle Outlet DwIng Lapnd: GFI Duplex Receptacle Outlet Wall To Be Removed _ _ _ _ _ _ _ _ Wall To Remain Weatherproof Duplex Receptacle Outlet New Wall Duplex Receptacle Floor Outlet -——————- Lines Above ------------ Lines Below Waterproof Ceiling Fixture Guidelines TSFLP Fence Recessed Ceiling Fixture BEDROOM COVEREDG Door Tag DECK Surface Mounted Ceiling Fixture � 101 Window Tag Surface Mounted Box for Hanging Pendant Section X, O Cabinet Fixture z MASTER�' � BEDR M ' 1 Sheet A­XXX TV Wall Mounted Fixture t7l\ I Detail Tag K� Waterproof Wall Mounted Fixture S ET K%p RE N CL COVERE 7 -4-1 Telephone Jack DECK 77 <SC TV Jack-CATS cable <S-\c BEDROOM. T5ZL A2 y Computer Network Jack ® ( I 4 C C ;� a r c h i t e c t Thermostat g ` - T, Cable Connection 4 WIC) D 213 F . FRONT STREET \ / MA TEv <� 3 > Smoke/Carbon Monoxide Detector POST OFFICE BOX 683 J G R E E N P 0 R.T. NY 1 1 9 4 4 Alarm Key Pad <SIC BEDROOM rn k a r c h i t e c t c o rn Floor Mounted Up-Light r I BATH #2 <,S,\ Exhaust Fan UL ( c Recessed Step Light c ' J , l CL -C Undercabinet Light T D Central vacuum OUTDOOR F_ --TO BASEMENT SHOWER LIGHTING HARATUNIAN SP Wall Mounted Speaker /up T - RESIDENCE �TO Ar-I/ 1 0 _. I/ I :� WASHER 77;1 2ND FL LIGHTS Ceiling Fan —-------- ENTRY b - - ----- Fl it 1 C F�M F�:M. I / -.! i d -i-1­:� TK]7[ 1250 Soundview Ave. Ext DN 13ATH Southold, New York LAUNDRY # 11971 ti 'LIGI Fixture Schedule: JUNO.LMSW-SK-C-BZ Recessed LED COVEREb--------- Type A- DECK Light DECK I-; PERGOLA First Floor Electrical Electrical Plan Type B. HALO H991CAT-4" Recessed Adjustable downlight,w/RA 406930WH LED retrofit kit(lensed) First Floor Electrical Plan Type 13- HALO H991CAT-4" Recessed Downlight. w/RL 460WH83OPK LED retrofit kit Date 05/27/2016 (lensed) TypeD- RAB SK9RYW-IN CLOSETS MOUNT ON All Drawings Printed on 11 x1 7 WALL ABOVE CLOSET DOOR Paper Scale is 50%Scale Above Fbnwh-Fan light PB 110 L E- 101 © 2016 Meryl Kramer Architect All RWvm Reserved DRAWING ISSUE DATES Construction Progress 00.00.0000 Sbuftral EnOneer . 5/9/16 Preliminary Pricing&Permit 5/31/16 Construction Set 00.00.0000 REMION DUB Electrical Legend Seal: Single Pole Switch Single Pole Switch With Dimmer 'SIERED.4 IdSingleL R. A- C.4 Cyi Three Way Switch t 1 t3d Three Way Switch With Dimmer ... ... 1P 0 48 Duplex Receptacle Outlet . z1 02 OF NC JV Y Quad Receptacle Outlet Duplex Receptacle Switched Outlet DECK Appliance Receptacle Outlet �120 v 220 V Receptacle Outlet Drawing LegmW: EGFI GFI Duplex Receptacle Outlet Wall To Be Removed Wall To Remain ........................ -------------- Weatherproof Duplex Receptacle New Wall Outlet -------- Lines Above ---------- 7:1;71� I Duplex Receptacle Floor Outlet ------------ Lines Below �VB XB Waterproof Ceiling Fixture E Guidelines Fence ui?llp Recessed Ceiling Fixture Door Tag B-- SCREENED / `Surface Mounted Ceiling Fixture PORCH\\ Window Tag 4E / O B B Surface Mounted Box for Hanging FA�T i ! ____.� ._.—. EE Pendant Section X, B--- B Cabinet Fixture Sheet A-XXX Detail Tag Wall Mounted Fixture B B B B Iii Waterproof Wall Mounted Fixture ROOM K%p ---------------- c REF.@ -fA Telephone Jack ------------ 7TV TV Jack-CATS cable -ItB B-' -B- B / I OB L M E R Y L K R A M E R Computer Network Jack \1—-—-------—- c a r c h i t e c t 13EV. .I'i'i I C A 'B I *B -7 B kB 6"B Thermostat B 00 R - KITCHEN IN I B 21 3 E . FRONT STREET O Cable Connection B C E OLIER 0 D POST OFFICE BOX 683 Smoke/Carbon Monoxide Detector .B B \X1 G R E E N P 0 RT, NY 1 1 9 4 4 L 6 3 1 4 7 7 8 7 3 6 Alarm Key Pad Floor Mounted Up-Light c kc c C .......... %B Exhaust Fan d 4-- Recessed Step Light MEDIA OVEN CABINET Undercabinet Light HARATUNIAN (D central vacuum SP Wall Mounted Speaker RESIDENCE -r4 STUDY Ceiling Fan rl c/ 1250 Soundview Ave. Ext TN- C"I.-I POWDER Southold, New York LTJ ROOM!"'D 11971 IL Fixture Schedule: Type A- JUNO4hM3K-C-BZ Recessed LED Step Light Second Floor Electrical Type B- RAW H991CAT-4" Recessed Adjustable Electrical Plan downlight,w/RA 406930WH LED retrofit kit(lensed) Type C- HALO H99IM-41'Recessed Downlight second Floor Electrical Plan w/RL 460WH83OPK LED retrofit kit (lensed) Date 05/27/2016 Type D- RAS SK9RYW-IN CLOSETS MOUNT ON I. WALL ABOVE CLOSET DOOR All Drawings Printed on 11 x1 7 Type E- WATERPROOF RECESSED DOWNLIGHT Paper Scale is 50%Scale Above ftintwh-Fan light P13 110 L E- 1 02 Q 2016 Meryl Kramer Architect All Rights Reserved