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HomeMy WebLinkAbout41365-Z aO�og�fFOir Town of Southold 9/22/2021 �Y y P.O.Box 1179 o _ 53095 Main Rd 'y,�j0 ao�fiSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42369 Date: 9/22/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 54120 CR 48, Greenport SCTM#: 473889 See/Block/Lot: 52.-2-20.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/16/2015 pursuant to which Building Permit No. 41365 dated 2/13/2017 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: single family dwelling with unfinished basement covered porch deck and attached garage as applied for per ZBA #1684,dated 11/2/1972, The certificate is issued to Drouzas Real Estate Dev of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0040 12/19/2018 ELECTRICAL CERTIFICATE NO. 41365 5/25/2018 PLUMBERS CERTIFICATION DATED 5/9/2018 PqbrDrouzas l uth rize ignature TOWN OF SOUTHOLD moo cPay BUILDING DEPARTMENT C TOWN CLERK'S OFFICE • 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#: 41365 Date: 2/13/2017 Permission is hereby granted to: Drouzas Real Estate Dev 36-26 Greenpoint Ave Long Island City, NY 11101 To: Construction of a single family dwelling as applied for per Trustee, ZBA, SCHD, and DEC as applied for with flood permit. Replaces BP# 39529 At premises located at: 54120 CR 48, Greenport SCTM # 473889 Sec/Block/Lot# 52.-2-20.1 Pursuant to application dated 2/13/2017 and approved by the Building Inspector. To expire on 8/15/2018. Fees: PERMIT RENEWAL $1,624.00 Total: $1,624.00 XD7L Building Inspector o�SUFFo�,r�oTOWN OF SOUTHOLD j BUILDING DEPARTMENT y TOWN CLERK'S OFFICE 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#: 39529 Date: 2/9/2015 Permission is hereby granted to: Drouzas Real Estate Dev -- 36-26 Greenpoint Ave Long Island City, NY 11101 To: Construction of a single family dwelling as applied for per Trustee, ZBA, SCHD, and DEC as applied for with flood permit. At premises located at: 54120 CR 48 SCTM # 473889 Sec/Block/Lot# 52.-2-20.1 Pursuant to application dated 1/20/2015 and approved by the Building Inspector. To expire on 8/10/2016. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,247.20 Flood Permit $100.00 CO - D L $50.00 Total: $3,397.20 Building spector Form No.6 TOWN OF SOUTHOLD BUILDING(DEPARTMENT � TOWN BALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topogiaphic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land asses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. L 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 S50.00, Alterations to dwelling$50.00, Swimming pool 550.00; Accessory building S50 00,Additions to accessory building$50.00, Businesses S50.00. 2. Certificate of Occupancy on Pre-existing Building- S100 00 3. Copy of Certificate of Occupancy-S25 4. Updated Certificate of Occupancy - $50.00 5_ Temporary Certificate of Occupancy-Residential $15.00,Commercial S15.00 Date. New Construction: X Old or Pre-existing Building: (check one) Location of Property: 5 4/CO T� � So(pT[ y L House No. Street Bamlet Owner or Owners of Property: �(C-fz_ pFAp p -A s Suffolk County Tax Map No 1000, Section Block Lot -0o. I Subdivision Filed Nlap. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval. Underwriters Approval: Planning Board Approval: Request for Temporary Certificate Final Certificate: (check one) Fee Submitted: $ App icant Signature pF SOUl�,®l Town Hall Annex Telephone(631)765-1802 54375 Main Road N � Fax(631)765-9502 P.O.Box 1179 � �Q roper.richert(a�town.southold.ny.us Southold,NY 11971-0959 l�COUNT N,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Drouzas Real Estate Dev. Address: 54120 CR 48 city,Greenport st: New York zip: 11944 Building Permit-#: 41365 Section: 52 Block: 2 Lot: 20.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: HOME OWNER DBA: License No: 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 X Garage INVENTORY Service 1 ph 300A Heat GAS Duplec Recpt 67 Ceding Fixtures 23 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 16 Wall Fixtures 16 Smoke Detectors Main Panel 2-150 A/C Condenser 2 Single Recpt Recessed Fixtures 34 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 20A Emergency Fixture Time Clocks Disconnect 2-150 Switches 3g Twist Lock Exit Fixtures TVSS Other Equipment: 2- Combination Smoke/ CO Detectors, 1- Range Hood, 5- Bath Fans, 1- Paddle Fan, 4- Electric Wall Heaters. Notes: Inspector Signature: - Date: May 25, 2018 0-Cert Electrical Compliance Form.xIs ®�*Z® SOUTyoI Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Southold,NY 11971-0959 �10OUNK BUILDING DEPARTMENT TOWN OF SOUTHOLD 2PD D MAY 1 1 2018 CERTIFICATION . ,_,M TOWN'OF SOUTHOLD Date: Building Permit No. l 3 Owner:]20_-_Ctr1 " (Pleaseprint) --Plumber:T 12-- . c 1 )(2ZQ-^Z10 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature Sworn to before me this day of 20 Notary Public, St'g, l!c— County JRIE ODDON Notary Pu,Sto of New York No.010D6251238 QUaiiflad in Suffolk County Commission Expires November 14,20-1 o�,c f SOUTyo! hc ZTOWN, /F'SOUTHOLD BUILDING DEPT. 765-1802 SPECTION [ FOUNDATION 1ST- [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ,f DATE INSPECTOR/"' �`!c' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 /FOUNDATION 1NSPECTIONNDATION�1ST [ ] ROUGHPLUMBING [ 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: (CINSPECTOR. ,�DATE �o��OF SOplyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [Vc FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELEC RICAL (FINAL) REMARKS: I mill m v DATE l ZOrI�' INSPECTOR Of SOUly�lo " 4-2 p/'��OUNTI 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 J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: cx�, DATE 21C 1 INSPECTOR ��OF SOUryo h� l0 TOWN OF SOUTHOLD BUILDING DEPT. - 765-1802 �PE TI �N INS C O [ ] FOUNDATION IST [ ] UGH PL13G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [/IRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC L (FINAL) REMARKS:,!j;-rvl✓iw�;or�.j �l�� 'i Ni��.�✓ Yom(' �- .� DATE INSPECTOR low pF SOUT'yo • ao COUM'r 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ��E RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: %rte C.A-IJ! 'w 04 r DATE .3 ld wk INSPECTOR: Soil p, courm,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ /FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [vf FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) i:�mfycREMA DATE 0 l52 INSPECTOR r OF 30(/lyolo # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 766-1802 c� 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) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE /� INSPECTOR;L77 �o��OE SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT. 0ouNr+��'' 765-1802 INSPECTION - FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION ( ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]. ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING PREMARKS: 1- Yl a7✓ IV 9W6(z_66 N� s n �o0rrlS —(ZLo, �WOIA'OAZo'lq) kJkA S*gt"- CPtA%y nqgCA� �S • --6 �s #a . ✓ 1.0 LwAm - mss, . 3 DATE N Ll INSPECTOR OF SOUTyO� * # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 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) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 2 <� INSPECTOR - �Il3fo pF SOUTyO� f * TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKINGOf REMARKS: 0 A nx, �04 fi 0 T • DATE INSPECTOR QVffAin JdA ) / To. Page 2 of 2 2018-03-29 20.19:35(GMT) 12125377254 From: Angelo DeJoy hrouz eel`Es 4 .I vi Iopm, en 3G-26 G,REEI NPOINT-AVEI�TE uc;•.NY IA101 Office (71$)433-4030• March 29,2018 -Town of Southold BuildfrRg'Pepartment _ 5.4375 Route-25-- South old, •Southold,NY 11971 M1 Mr.-John jM' ki; Reference Permits#41365/Drouzas Real`Estate,Development Corp, Address.:54120 County,Rd.48-Southold NY 11971 Dear,Mr: ar-ski, i Please`note-that Drouzas Real•Estate Development Cgrp:`did all-of the plumbing 4nd ele!.tric work on the property: _ Peter Drou�as c <r �. !-tT2 President MAR . 9-,-2018, Swom to_this day.of.Mzirch 201.8• TOWN OF SOUTHOLD. votary Public PAR) DR,QUZAS ..Notary Public; State of New York Quali ied,int-N6�f y. k Counfy; NO:,•O2DR63.4�4487 - Qomrnission.EX01re,s,{u(y5,.20 -Lon - r: r , j r i I s 1 I � � ,,. I*. ' r r a'�"" ,' 'y- •' � � � � CSI Y - Nwz i '�f t�` �•` '� �a��d i''1 T� If ' t I i ,. :�,•, tee, _ r rr t. i" r C' r - h 1 � k z_ ................... ......... tL Ae - t �. clip ' r- �.... 1 � � I -?:%�ts' < .. � - / r, 4 .. oC� ��ri ��_� _� 1 i ,. � __ ', _ .... _ ,� � � j �. —'—� r e (Jif `_tel Y a ( _'_�� ' �/ f 1 r t � �1, ..yy �{ tf',T._�r� ,`t �t . �� � �; ,� �;�+��� �� �, „: ,: •�::. �:� ��� _ r 4 � -- i -- �. ��� __J � .. � - k ���. �► � - �� r • • � R _ 1 r 40 _ 4b i r . .yYt^• - - w Bp* 39 5a9 k. _fit AL Av 4 + HopyJ' IAe a gyp# 3� 5a� !b ., s a•�r' 9e; _ .. ..� �ncs - ,. VAI All - .c Ff ., rr t 5 _ w t z-: r A "NowF T4 i. Imu u I A Ar'` 49 r, r _ a� r► f � fr 4` f s R 3p �� AP- CA I Ole Af AOI x. "R� r i F T. i f 1 S lk AM yr Y Ak r s, T— Allow n .. i ...wE1jP..'. 1a. ........... w z N UA2 J I • • I • r 1 MOO VA STATE • 1: 111 ��� ��I� �' ENERGY • I /I _ _ ZAT WAM UM MWO ,.. - fwf IMPA ' NO E , Ek At gas r TOWN OF SOUTHOLD BUILDIN63,PERMIT'RNLPPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the followin ,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 , 4 sets of Building Plans TEL: (631) 765-1802 �q C' Planning Board approval FAX: (631) 765-9502 I��s` Survey www.northfork.net/Southold/ PERMIT N Check Septic Form 1Y -k__T_ C N.Y.S.D.E C. _01- Trustees Examined ,20 Contact: Approved Mail to: Disapproved a/c Ph Expiration I t JL� 2 �Q6 iAPPLICA B 3 Date , 20 L _ ���,f INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas;and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. - d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shale 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. r _~ E Nam r' D (Signature of applicant or name,if a corporatio ) 11 JAN 16 2015-- , (Maili f9 address f applicant) 1 DG GEPi State whe her appli��r �ts owi lessee a ent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on theta 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 Ian on whiclyproposedwork we'll bdone: House Number Str et Hamlet - ,County Tax Map No. 1000 Section � � Block f wo-6Z_2_ 2pLot k i t Subdivision Filed Map No. Lot (Name) r I .9 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy u � 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 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 6. If business, commercial or mixed occupancy, specifyn atureand extent of each type of use. 7. Dimensions of e fisting structures, if any: Front Rear Depth Height A" Number of Stories N Dimensions �f ame structure with alterations r additions: Front /V ��' Rear AIM- Depth Height Number of tories ® r 8. Dimensions of ent' ?new construction: Front Rear Depth Height r9 Number of Stories �7_ 9. Size of lot: Front 001 Rear � : Depth J 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated � o L 12. Does proposed construction vi olate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address A Phone No. Frame of Architect(,dkarw'►'l.oyn4ILI(� Addresses I / n Phone No `��. 32� 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 QUIRED. 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 OFjK)yrjLS_%LW P(` (' D 0 02C�S being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the nj)4v-L_' (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. Swom to before me this C25�\ day of—rna ch20 1 :) .5)1� Qz2z�:�� N tary Pbis ELAINE BALLINGER Signature of A scant N RY PUBuC State of New York No -)lSA6047267 Qualifiea jr,Nassau County�p Commission Expires Aug 28 Io ii"wvt'V v'i.`, ,' � :'#a°A"f r.. '� tvY 4. •. �"f f , v,='•;x. "�'.`,n fig" r } f 6s x S' ^' ,u i frfr„ _ :e y _Petr• f �:Cq n f u t. 9" r _ I"° t 3i "t� fyA >1U� x r�S y , .� Zvi},. �,"i t•. ,?�-A - =r , 'ti - '<:, e! "° +•g. _ �=: ��+ "a - 'Cela _; ;�:: - -::i:*d::t'.:m-�rcrri•,:,r-_o, � L's�!'�.. - _ ,w+,.._: :'M��"_".was:"-._:�_s,.;_ro.._.,.:rr'�i�:'�2:.,m"_'''�"n'«a'"-,��-3.''�..,^"-'T.�_..'T-,3!�'�.r...^'.v.�..Z"r �.'�"�.:.'.r'nrnm�*7�.sr�xi° " BOARD OF SOUTHOLD TOWN TRUSTEES .•, SOUTHOLD, NEW YORK PERMIT N0. 7891 µ DATE: AUGUST 22, 2012 ' ;'•, 4+ ISSUED TO: DROUZAS REAL ESTATE DEVELOPMENT CORP. •`i � .1 - f • f"A ,• 't �,�4 ter,. ' 'o PROPERTY ADDRESS: 54120 COUNTY ROAD 48, SOUTHOLD r�P 4l • '�` 'f SCTM# 52-2-20.1 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in j fa accordance with the Resolution of the Board of Trustees adopted at the meeting held on August 22,2012,and f,a"• { in consideration of application fee in the sum of$250.00 paid by Drouzas Real Estate Development Coro and, = ;a a subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: , ?_''sem Y a�II ��� �•. Wetland Permit to construct a single-family dwelling; bring in 148.3 cubic yards of fill along the southwest corner of the property; construct a retaining wall, driveway, balcony, terrace; and a 4' wide cleared path to the water; with the conditions of the _ installation of gutters to leaders to drywells, and in accordance with Chapter 236- '•° Stormwater Management of the Town Code; a placement of a line of staked hay bales and silt fencing along the 6' contour line prior to all construction activities and ;,' `? maintained until completion of the construction project; and the entire area seaward of J the 6' contour line is to remain as a Non-Disturbance Buffer area; and as.depicted on the survey prepared by John C. Ehlers Land Surveyor, last dated June25,2012, and stamped approved on August 22,2012. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. 1' 3FFU� �g Bob Ghosio, Jr. — Absent 1 %• ` /� 4�'� �y� SGS - f �• .�d,, John Bredemeyer — Abstained �� �� s�;,a.,," �x..x —- _'--.�:`7_,----- - -_;*rg'-.�r`-„'�.--•r-;�,,-r,;,a _i:.-_ �'.�r�”,�';.3, �.,� ._' 1, r,v"?".^_,. ^�'t��A `is��' Fay: � - •~° G;;/"iiea etF::Dam+x "i;.°��'i ��trir l�r °g"s+re ,ffrr^.< ;} ar.ioA -iso^�`�— +�°eS- v,,.rA �if,�f ��v ^'"..�'n' qr i x�:j'>'� �'%"s °Wyy"." ra. _s° .iy,,�. ._e�,t��'P:�' �3i° ,yr.3,-v.:`.�':.� - nn•e` - '�.°:As_."t�a •;;6.+, G^ S`" h, 1^ h 2 p } .•nry��vad':l'" o+,s.�' _ ,.Iy.'k,7. John M. Bredemeyer III,President \\0f soTown Hall Annex Michael J.Domino,Vice-President h® l0 54375 Main Road P.O.Box 1179 James F.King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee ® ; �Q Telephone(631)765-1892 Charles J.Sanders,Trustee yCOU Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 17, 2014 Mr. Peter Drouzas 36-26 Greenpoint Avenue Long Island City, NY 11101 RE: DROUZAS REAL ESTATE DEVELOPMENT CORP. 54120 COUNTY ROAD 48, SOUTHOLD SCTM# 52-2-20.1 Dear Mr. Drouzas: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, September 17, 2014: RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#7891 to construct a smaller single-family dwelling with portico; and as depicted on the revised site plan prepared by George K. Jeng, Architect, last dated August 27, 2014 and stamped approved-on September 17, 2014. Any other activity within 100' of the wetland boundary requires a permit from"this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, John M. Bredemeyer III President, Board of Trustees JMB:amn - Glenn Goldsmith,President QF S0Town Hall Annex A. Nicholas Krupski,Vice President ,`Oy�lO 54375 Route 25 John M. Bredemeyer IIIP.O. Box 1179 Southold, New York 11971 Michael J. Domino G Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 couffm BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1812C Date: May 7, 2021 THIS,CERTIFIES that the as-built 42'x6b.3'-two-sto1y dwelling with as-built 16.5'x21.5' deck attached to the seaward side of the dwelling; for the relocation of dMyells to"contain roof runoff,to be in accordance with Chapter 236 of the Town Code—Stormwater Runoff, for the as- built 7,342.91sq.ft. gravel driveway; as-built addition of 10 cubic yards of clean fill torg ade drivewayparking area; and for a 4' wide mulch path through the Non-Disturbance area to the water; At 54120 C.R. 48, Greenport Suffolk County Tax Map#1000-52-2-20.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated October 30, 2018 pursuant to which Trustees Wetland Permit#9479 Dated June 19, 2019,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for as- built 42'x60.3' two-story dwelling with as-built 16.5'x21.5' deck attached to the`seaward side of the dwelling; for the,relocation df drywells to contain roof runoff, to be�is accordance with `Chapter 236-of the Towhtode—� tormwater Rurlbftfor thea§-b' iit 7,342:91'sq ft. gniv6l driveway; as-built addition of 10,cubic yards of'cleah fill to grade driveway and parking area; and for a 4' wide mulch path through the Non-Disturbance area to the water. The certificate is issued to Drouzas Real Estate Development Corp. owners of the aforesaid property. v Authorized Signature Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03146 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: DROUZAS REAL ESTATE DEVELOPMENT DROUZAS REAL ESTATE DEVELOPMENT CORP PROPERTY 36-26 GREENPOINT AVE NORTH RDISCTM# 1000-52-2-20.1 LONG ISLAND CITY,NY 11101 SOUTHOLD,NY 11971 (718) 728-4052 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Southold Facility Principal Reference Point: NYTM-E: 717.4 NYTM-N: 4551.9 Latitude: 41°05'21.5" Longitude: 72°24'42.0" Project Location: North Road Authorized Activity: Construct single family dwelling with associated pervious driveway. Install (2) drywells and sanitary system. All work must be in accordance with plans stamped "NYSDEC Approved" on 12/3/13. Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-03146/00002 New Permit Effective Date: 12/3/2013 Expiration Date: 12/2/2018 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regKlatlonandandittons�mcluded as part of this permit. 5 Permit Administrator:JOHN A WIELD, Drmit Administrator Address: NYSDEC RE -ION 1 HS @ SNY BRD NY B OOK,N 1 Authorized Signature: Datey /l Q0 1 Page 1 of 6 l Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION `NW Facility DEC ID 1-4738-03146 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: DROUZAS REAL ESTATE DEVELOPMENT DROUZAS REAL ESTATE DEVELOPMENT CORP PROPERTY 36-26 GREENPOINT AVE NORTH RDJSCTM# 1000-52-2-20.1 LONG ISLAND CITY,NY 11101 SOUTHOLD, NY 11971 (718) 728-4052 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Southold Facility Principal Reference Point: NYTM-E: 717.4 ` NYTM-N: 4551.9 Latitude: 41'05'21.5" Longitude: 72°24'42.0" Project Location: North Road Authorized Activity: Construct single family dwelling with associated pervious driveway. Install (2) drywells and sanitary system. All work must be in accordance with plans stamped "NYSDEC Approved" . on 12/3/13. Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-03146/00002 New Permit Effective Date: 12/3/2013 Expiration Date: 12/2/2018 NYSDEC Approval ` By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and al orrditions`included as part of this permit. `\ n Permit Administrator:JOHN A WIEL�ft, Depu egional Permit Administr' for Address: NYSDEC REq,ION 1 H DQUART'ERS WNY @ S NY BR K150 CIRCLE RD NY B OOK, 11790 -3409 L/ Authorized Signature: Date // Page 1 of 6 D �i AND SECURITY OMB No. 1660-0008 r %RTT,,1 gency Expiration Date: November 30,2018 i c P a tl r: ELEVATION CERTIFICATE JUL 2 7 2018 Important: Follow the instructions on pages 1-9. Copy aliwes of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. ,�,- n}I ". SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: Drouzas Real Estate Development Corp. A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Company NAIC Number: Box No. 36-26 Greenpoint Ave. City ' State ZIP Code Long Island City New York 11101 A3. Property Description (Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) Suffolk County Tax Lot#1000-52-2-20.1 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory, etc.) Residential A5. Latitude/Longitude: Lat.41*05'22" Long.72*24'44" Horizontal Datum: ❑ NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 2B A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 2,403 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b sq in d) Engineered flood openings? ❑Yes ❑ No A9. For a building with an attached garage: a) Square footage of attached garage sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑Yes ❑ No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3. State Town of Southold Suffolk New York B4. Map/Panel B5.Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone AO,use Base Revised Date Flood Depth) 158 of 1026 H 09/25/2009 09/25/2009 AO Depth 2 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139: ❑ FIS Profile ❑x FIRM ❑Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ❑ No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2016 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 36-26 Greenpoint Ave. City State ZIP Code Company NAIC Number Long Island City New York 11101 SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑Building Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,AR/A,ARAE,AR/Al—A30,AR/AH,AR/AO. Complete Items C2.a—h below ag o the ilding diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: Vertical Datum: Indicate elevation da 4 used for the elevations' items a)through h)below. ❑ NGVD 9 ❑x NAVD 1988 ❑ herlSource: Datum used fo u Iding elevations must the same as that used for the BFE. Check the measurement used. a) Top of b ttom flo asement,crawispace,or enclosure floor) 5. 0 x❑ feet ❑ meters b) Top of he next higher floor 14 0 ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) ❑x feet ❑meters d) Attached garage(top of slab) ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 5. 0 ❑x feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 6.4 ❑x feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 10. 0 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including 6. 4 ❑X feet ❑ meters structural support SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? 0 Yes ❑No ❑Check here if attachments. Certifier's Name License Number John C. Ehlers 50202 0E N�`y Title C. Land Surveyor Company Name John C. Ehlers Land Surveyor i Address <� Q 6 East Main Street 0 City State ZIP Code �ysFOtAN3) Riverhead New York 11901 Signature Date Telephone 07/13/2018 (631)369-8288 Copy all page fthis Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company,and(3)building owner. Comments(in luding type of equipment and location, per C2(e), if applicable) Lowest equipment servicing the building is heat air handier on lowest floor of dwelling. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 36-26 Greenpoint Ave. City State ZIP Code Company NAIC Number Long Island City New York 11101 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and"Rear View'; and, if required, 'Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. F .. ,i1lPllllll �ti�ll11111111II ' } t � h ° Photo One Photo One Caption FRONT 6.15.2018 x4 Photo Two Photo Two Caption REAR 6.15.2018 FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 so ,1 J U� _ 7 .� I nwfl 11.111. S�{1u5 A1J1 'i"H T. TERRY I }— P o. nwx 1 17 T 11 'TOWN CLERK �•`. �' th Snullullll VIC1"uta 1 1 REGIS-rRA2 OF VITA.ST'AT1S11C5 !�w I 1. Fax (S I(1► 7(��-I Fi`1 MARRIAOr oFrIcI:R _ bO Tcicrl"Inc l 161 76.5. 1 RECO Rus "AGEMENT OFFICER r�41 A FREEDOM OF INFORMn•nON OFFICER OFFICE OF THE TOWN CLERIC TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOA-RD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under tPe, Flood Damage Prevent regulations of the Code of the Town of Southold: "Floodplain Development. Permit application" (FDP(93)) , and "'Certificate of Compliance fir Development in . / Special Flood Hazard Area (C/C(93)] . 'I J 1 • TOW;4 OF SOUMiOLD /Jdi T. Terr Y Southold Town Clerk August 25, 1993 APPLICATION r PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT Al"PLXCATION to be filled out in duplicate. ECI1 N I: NERAL PROVISIONS APPLICANT to read and si 1. No work may start until a permit is issued. - 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re=issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make caasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE BEST OF MY KNOWLEDGE,TRUE AND ACCURATE. (APPLICANTS SIGNATURE) i ... DATE—Q— /3_ /"i� r SECTfON 2: PROPOSED DEYELOP.L_ NT �c complete d by APPLiCAJirTI NAME ADDRESS TELEPHONE AP P.Lr CANT Da-oL 4 —5Ezat BUILDER ENGINEER PROJECT_OCATION: To avoid delay in processing the appbca6oa, please provide caough information to easily ideatify the project location_ Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A sketch attached to this application showing the project location would be helpful. FDP(93) APPLICATION PAGE 2OFd DESCRIPTION OF WORK (Check all applicable boxes): A STRUCTURAL DEVELOPMENT eCTIVITY STRUCTURE TYPE New Structure ❑ Residential (1-4 Family) ❑\Addition ❑ Residential (More than 4 Family) ❑ Alteration ❑ Noo-residential (Floodproofing? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commer") Cl Demolition' ' P ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park? ❑ Ycs) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: `Fill ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) r) ❑ Roaf, Street or Bridge Construction ❑ SuFzvision (New or Expansion) f ❑ !pffividual Water or Sewer System G Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review- SECTION 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL- ADMINISTRATOR) The proposcd development is located oo FIRM Pancl No. , Dated The Proposed Development: ❑ IsIM located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLUN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Arca. FIRM zone desipa(ion is 100-Year flood cicvation al the silt rs.` Ft. NGVD (MSL) ❑ Uoavailablc ❑ Tbc proposcd dcvclopmcnl is loca(cd to a floodway. FBFM Pancl No. Datcd ❑ Scc Sr_r_uon 4 for additional instructions SIGNED DATE : APPLICATION # PAGE ) OF 4 SECTION 4-ADDITIONAL INFORMATION REQUIRED (To be comnlctcd by LOCALADMINIST-RAT0Rl The applicant must submit the documents checked below before the appGcadon can be processed. ❑ A silt plan showing the location of all cxisLing structures, water bodies, adjaeenl roads, lot dimensions and proposed development. ❑Development plans,drawn to scale, and specificatipris,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor, details of floodproofing of utilities located below the first floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans (If the subdivision or other development exceeds So lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofcng protection level (non-residential only) Ft:NGVD (MSL). For floodproofed structures, %applicant must attach certification from registered engineer or architect. / ❑ Certification from a'registe-red engineer that the proposed acdvit�in a regulatory floodway will not result in any increase in the height of the loo-year flood. A copy of all data and calculations supporting thus finding must also be submitted. ❑ Other- SECTION 5 therSECTIONS PERMIT DETERMINATION (To be completed by LOc�AL ADMINISTRATOR) I have determined that the proposed activity: A_ ❑ Is B. ❑ Is not in conformance with provisions of Local Law if , 19r _. The pe- mi[ is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is chcckcd, the Local Administrator may issue a Development Pcrmit upon payment of designated fee. If BOX B is checked, the Local Admuustrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals • APPLICATION a+ PAGE 4OF4 APPEALS Appealed to Board of Appeals? ❑ Yes O No Hearing date: PPca --- rv+cr;? LTrres—o-ale Conditions SECTION 6• AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificalc of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional cogincer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built)Elevation of the top of the lowest floor, including basement(in Coastal High Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL)- NOT'i: Any work performed prior to submittal/of the above information is at (be risk/0'f the Appl;:cant_ SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based ou inspection of the project to ensure compliance with the community s local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? O YES ❑ NO DATE BY DEFICIENCIES? O YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADNIINISTRAT R Certificate of Compliance issued: DATE BY: I I l I Attachment B BAMP,LE / CERTIFj CATS j�F COMPLIANCE II iI For Development in a Special Flood Hazard Area r a ' a f i I I TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (()"qr ]R MT IST RETATU THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: D NEW BUILDING EXISTING BUILDING 0 VACANT LAND I l THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY_ CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_ SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # 1 DATED SIGNED: DATED: C /C ( 93) TOWN OF SOUTHOLD, NEW YORK DATE N.AY.......Z.,.. 1972 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 1684 Dated October 11, 1972 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Valentine Ruch Appellant Ruch Lane Southold, New York at a meeting of the Zoning Board of Appeals on November 2, 1972 the appeal was considered and the action indicated below was taken on your ( ) Request for variance due to lack of access to property ( ) Request for a special exception under the Zoning Ordinance (� Request for a variance to the Zoning Ordinance 1. SPECIAL EXCEPTION. By resolution of the Board it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article .................... Section .................... Subsection .................... paragraph .................... of"the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because 8:45 P.M. (E.S.T.), upon application of Valentine Ruch, Ruch Lane, Southold, Few York, for a variance in accordance with the Zoning Ordinanee, Article III, Section 301, for permission to set off lot with less than required area left over from filing a minor subdivision with two full size lots. Location of property: west side of Ruch Lane, Southold, bounded north by other land of V. Ruch; east by Private Road Ruch bane); south by Valerie Ruch; west by Mill Creek. Fee paid $15.00. 2. VARIANCE.By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because SEE REVERSE (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property and in the same use district because = REVERSE (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because SEE REVERSE and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector ( ) be confirmed ( ) be reversed. SEE REVERSE U; ZONING BOARD OF APPEALS FORM ZB4I t 6U' _ �l Gf 4% �, ,�I ( �+ fc �{ I , arjorit McDermott, Secretary -- ` - Char Southold Town Board of Appeals Appeals � After investigation and inspection the Board finds- that applicant requests permission to set off lot with less than required area left over from filing a minor subdivision with two full size lots on property located on the west side of Ruch Lane, Southold, New York. The findings of the Board are that the small piece left over from a minor subdivision does not have frontage and area enough for a third lot; that the applicant does not wish to build a house; and that applicant is agreeable to restricting any improvement on this lot. The Board agrees with the reasoning of the applicant. THE BOARD FINDS THAT strict application of the Ordinance would produce practical difficulties or unnecessary hardship; the hardship created is unique and would not be shared by all properties alike in the immediate vicinity of�this property and in the same use district; and the variance will not change the character of the neighborhood, and will observe the spirit of the Ordinance. THEREFORE IT WAS RESOLVED'Valentine Ruch, Ruch Lane, Southold, New York, be GRANTED permission to set off lot with less than required area left over from filing a minor subdivision with two full size lots on property located on the west side of Ruch Lane, Southold, New York, as applied for, subject to the following conditions: That the lot to be set off shall become part of house lot of applicant whose residence is across a private road to the east. That the lot to be set off may not be improved at any future time for the reason that it is undersized. However, it may be conveyed in whole or part to Iiidpaigethe northerly and southerly lots on the westerly side of Ruch Lane. Vote of the Board: Ayes:- Messrs: Gillispie, Bergen, Grigonis, Hulse. reit- ? sk TOWN/VILLAGE OF 0"A- DRESS 53 k' QAC; >�• t'Vii' _° BUILDING DEPARTMENT DATE: SUFFOLK COUNTY DEPT.OF PUBLIC WORKS COMMISSIONER 335 YAPHANK AVENUE YAPHANK,NY 11980 Dear Sir: In accordance with Section 239f of the General Municipal Law of the consolidated Laws of the State of New York, this is to notify the Corn inissioner of Public Works of the County of Suffolk that Name&Address ofApplican 47G G V, 60 rM43 7 has applied to the Town/Village of ':::�Q for the issuance of a permit in reference to property located on the: �f Q N S E W side C.R. !/ O Distance N S E W Village Town As shown on the attached survey or site plan (3 copies needed),dated We shall withhold further action on this application for ten (10) business days for the aforementioned Section 239f. Very Truly Yours, l , Building Inspecto , Building Permits Only Date. 5/2/06 APPROVED /DISAPPROVED/APPROVAL WITHHELD to the Town/Village pursuant to the General Municipal Law subject to the stated conditions: See Attached SUFFOLK COUNTY DEPT.OF PUBLIC WORKS CHARLES J.BARTHA,P.E., COMMISSIONER By: RICHARD J.LAVALLE,P,E. CHIEF ENGINEER SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS HIGHWAY WORK PERMIT PERMIT# �48-218 TYPE NU CR# 6R04� _ ______ _j 1 DATE ISSUED 5/26/2006 TAX MAP#: 1000-52-2-20.1 - REVIEW FEE $200.00 DATE PAID MAINT SEC DATE PAID PROJECT NAME SECURITY L -$3,00000 DATE PAID L31 - i PERMIT FEE _- $150.00 J DATE PAID Q�--s�j BOND# El - CERTIFIED CHECK# LETTER OF CREDIT# C-- - --] PERMITTEE Drouzas Real Estate Development RETURN SECURITY TO THE Corp_ {L FOLLOWING(IF DIFFERENT) ADDRESS 3626 Greenpoint Long Island City,NY 11101 PHONE# (516)204-5713 PURSUANT TO THE PROVISIONS OF SECTION 136,ART.6,OF THE NEW YORK STATE HIGHWAY LAW,PERMISSION IS HEREBY GRANTED TO THE PERMITTEE TO: Construct a 20 ft.wide residential asphalt driveway ramp. All drainage structures impacted by this operation must be cleaned during and after this operation ceases. Restore the county right-of-way. Asphalt can only be installed when ground temperature is above 42 degrees. All work shall be performed with this Department's most recent general,traffic and material specifications and as directed by the County engineer. The contractor must arrange a pre-construction meeting with Ken Dantzig at 852-4788 a minimum of 48 hrs.prior to start of work. On the south side of CR 48,Sound Ave., 136 ft.east of Beverly Rd. in the Town of Southold. IN THE HAMLET/VILLAGE OF: hold IN THE TOWN OF: Southold Sout _ ] AS SET FORTH AND REPRESENTED ON THE ATTACHED PLANS,TYPICAL SECTIONS AND PURSUANT TO THIS DEPARTMENT'S GENERAL SPECIFICATIONS. REVIEWED BY CHARLES J.BARTHA,P.E. DATE SIGNED: PERMITS ENGINEER: COMMISSIONER OF PUBLIC WORKS (Initial) BY: BY: (Permittee) William Hillman,P.E. Chief Engineer UPON COMPLETION OF WORK AUTHORIZED BY THIS PERMIT,PLEASE COMPLETE THE OLLOWING AND RETURN TO THIS DEPARTMENT. WORK AUTHORIZED BY THIS PERMIT HAS BEEN COMPLETED,REFUND OF DEPOSIT/BOND IS REQUESTED. DATE: SIGNATURE OF PERMITTEE/AGENT (DO NOT WRITE BELOW THIS LINE ALL WORK AUTHORIZED BY THIS PERMIT IS: COMPLETED,REFUND DEPOSIT/BOND ❑ SECURITY REQUIRED.AMOUNT: C1 INCOMPLETE.SEND CORRECTION LETTER.DATE SENT: F-1 LJ REINSPECTION.DATE CORRECTED AND COMPLETED: U OTHER DATE: PERMITS INSPECTOR: DATE: ---- ---- - - PERMITS ENGINEER: - ----- --- — --- -------- - -------- -- _ COUNTY OF SUFFOLK Sr Af STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS RICHARD J.LAVALLE,P.E. CHARLES J.BARTHA,P.E. LESLIE A.MITCHEL CHIEF DEPUTY COMMISSIONER COMMISSIONER DEPUTY COMMISSIONER CR#48 Project Name: Drouzas Residence Applicant Name: Drouzas Real Estate Development Corp. Project Location: Southold ''d' `-' �` SCTM# 1000-52-2-20.1 f _ Date: 5/2/06 IPAY, 8 2006 �7 z ❑ APPROVED 1 ❑ DISAPPROVED ® APPROVAL WITHHELD � ..._ J��z,$f�� �.Aixx�S�w=,3`�.��"m>-77ifirro!Y.rrsakvwwr� Pursuant to Section 239f of the New York State General Municipal Law and subject to the stated conditions: Only one access will be permitted to CR 48. Revise driveway to provide onsite turnaround. By: William Hillman,P. E. Chief Engineer SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER (631)852-4010 335 YAPHANK AVENUE ■ YAPHANK,N.Y.11980 ■ FAX(631)8524150 COUNTY OF SUFFOLK 1 STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS RICHARD J.LAVALLE,P.E. CHARLES J.BARTHA,P.E. LESLIE A.MITCHEL CHIEF DEPUTY COMMISSIONER COMMISSIONER DEPUTY COMMISSIONER Date: 5/26/06 Town of Southold P.O.Box 1179 Southold,NY To Whom It May Concern: This is our"subsequent response"to our review of revised plans that an applicant known as Drouzas Real Estate Corporation has submitted to us in response to a previously "Disapproved" or "Approval Withheld" 239f submittal. The original 239f was submitted by your Department to us on 4/28/06 of which we responded to you and the applicant on 5/2/06. CR#48 �, .•-<• -C�1111��vl Project Name: Drouzas Residence �J Applicant Name: Drouzas Real Estate Development Corp. ® Project Location: Southold SCTM# 1000-52-2-20.1 JUN 1 3 2006 ® APPROVED SCJ; ❑ DISAPPROVED -- ---` APPROVAL WITHHELD Pursuant to Section 239f of the New York State General Municipal Law and subject to the stated conditions: A permit from this Department will be required pursuant to Section 136 of the Highway Law for the proposed access and any improvements this Department deems necessary along the County right-of-way. By: William Hillman,P.E. Chief Engineer This response supercedes any previous comments on this application. SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER (631)852-4010 335 YAPHANK AVENUE ■ YAPHANK,N.Y.11980 ■ FAX(631)8524150 -.ott A. RL-Lssell Si7PERVIS�R � JYJ LA--N A G I E AV U E NT F SOUTHOLD TOWN HALL-P.O.Box 7174 � p \ � � � �i ¢ �C� 53095 Main Road-SOUTSOLD,NEW YORK n971 :2 �wn � > �[rl L CIRAYTER 236 - STOP-,IN NA-T E ? tv T VOIRK SHEET ( TO BE COMPLETED BY THE APPLICANT ) JAN-2-4:-2,015. �.DoE "THIS FIRo�C'r Il�YOLV A...NY Off' ` -HE ��0LJ-ow?1�IG (CHECK ALL THAT APPLY Yes 1-No A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square f eet of ground surface. JKE1 B. Excavation or filling involving more than 200 cubic yards of^material t within any parcel or any contiguous area- , s which exceed l(?- feet vertical rise to 100 feet of horizontal distance. 91.l D. Site preparation within 100 feel of'wetlands, beach, bluff or coastal erosion hazard area. NEI. E. Site preparation within the one-hundred-year floodplain as depicted on FIRIVI Map of any watercourse. F. Installation of new or resurf aced impervious surfaces of 1,000 square s feet or more, uo- nless prior approval of a Stmwater Management Control- Plan was received by the Town and the proposal includes in-kind-Leplacement of impervious surfaces. if you answered NO to all of the questions above, STOPS Complete the Applicant,sect on below with your Name, x hiap T)umberl Chapter 23s does not apply to your project Signature, Contact lnformatiozz, Date & County TaI( If you answered SES to one or more of the above, please submit T}yo copies of a Storm-water Management Control Plan and a completed Check List Forza to the-Building Department with }your Building Permit Application. - - . S-C-T_iLrl. �. I000 APPLICINT: tProacriy Ou•ne,Destan Professional,P.gen[,Contractor,Cl cd Diana �0 I5 Nnh,E 1 "{` �� Sccctlon Block Loi � aR�,t <t r'� — Ft. FOR 3uiLl;l1`a DU ,1;�1 IEC iT USE i�NIL`t Contact informallorr 5) /. - 33 3cv— 604 Re;eiped BY: I_—� PrODeNy Address / Loca' Dn — - ----•--- ----- ----- --------__-_... — � i;��rc.Yetl fog Frqccstii:;g 130:3diag Permit. — – �-7�Storrr.0 al?r;'l�tr,rtl tent C�>1tr;.(?lac ti?: Re�wred. it�C`1-trE�- I - 1 � -r APPLICr\NT: - S.C.T.M. t: - 1000 a C��APTER 23 6 tProp:rtl Otinar,Destgn Profet;lonal,Agent,Contractor,Other) —�^n-- a0, if Stormwatel' M:anageinL-nt Control Pl.azx CHECKLIST Section Block. Lot NAME: J�DCt� d��(iT� o � S M C P --Plan Requirements: Provide ONE copy of the Building Nen-nit Apollcalion. _ P �re6ed5���� Date: �r �� = The applicant must provide a Complete Explanation ane(/or Reason fol nor prove iirt, 11:2 Xall Information that has been Required by the following Checklist) I, A Site Plan drawn to scale Not Less that 60' to the Inch MUS FI If You answered No or NA to any Itern, Please Provide Just if teat Ion I YES� NO j(NA1 , show all of the following Items: , if you need additional room for explanations, Please Provide additional Paper a, Location & Description of Property Boundaries - b. "Total Site Acreage, ---- c, Existing � Natural & Man Made Feature's within 500 L.F. EROSION&SEDIMENT CONTROLS of,the Site Boundary as required by §2s6-17(C1t2). but not be limited to- T d, Test Hole Data Indicating Solt Characteristics&Depth to Ground`'Yater. 11HE, & e, Limits of ClearingArea of-Proposed Land Disturbance. A well rnaintained Construction -"-- f. Existing & Pi"oposed Coni,ours oi'_the.Stt� Ninimurn2'intervals) 1 -d Slit —� g. Location of all existing&proposed structures,,roads, --""-- ,driveways, sidewalks, drainage Irtapa`ovcrnetits&utilities. h, Spot Grades & Finish Floor Glevatlons for all existing & proposed structures OWHAGE iNSPECTIONS ARE REQUIRED I Location of proposed Swimming Poql and discharge ring, 560 befefe Z ----- l. Location of proposed Solt Stockpile Area(s), T05 '—"-- k, Location of proposed Construction Entrance/Staging Area(s), ! ac 1 Provide I._ Location of proposed concrete washout area(s), that the drainage has been ffistalled Tutade: m, Location of all proposed erosion&sediment contro measures. j c, Storanwater Management Control Plan must Include Calculations showingthat the stornnvater improvements are sized to capture,store,and Infiltrate on-site the run-orf from all Impervious surfaces generated by a two(21 inch rainfall/storm event 3 Details 8 Seellonal Drawings for stormwater practices are requlred for approval V Iternl requiring details shall Include but not be limited to: a, Erosion & Sediment Controls, 6, Construction Entrance P. Site Access, I __ c, Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) I —--- d, Leaching Structures (e.g, Infiltration baslns,swales,etc.) _............ _.._ — l;i)I',h;[`�GIN( I:: I\r DGPAf N N" USE ONLY"' . _.... 1 .- .... ... • .. ._•-_., ._. _. ,�,.•-•�,.:.,- , . . . ------ .A_dditlonal� Information is Required. Reviewedorrr�water Management Control Plan Is Not Coln ple & I St� i tC Approved By: Storr'water Management Control Plan Is Cornpletc. Date: �7 1 SMCP,' has been approved by the Engineering Depawnenl, '' FORM * 5 CP Check List -TOS MAY 2014 Town Hatt Annex , - T61 �� (63LJ r 80 54375 Maio Road tai �1 1� �s -- cir - �- z P.O.Box 1179 ' O fOUGi.riCfdfft CX tQW17011tf10�C�:nya1S' f i; Southold,NY 1 L971-0959 '��_ MIMI BUILDING DEPART&M-NT # TOWN OF SOUTI-IOLD APPLICATION FOR ELECTRICAL INSPECTIQN REQUESTED BY: Y';Q,'h� JiTO(,�Zr�}S Date: - - ; Company Name: Name: LIGense No,: _ _ Address: '3 f,p .� r en nv�r,r ��� _u�.� 1( 1 C) Phone•No. `JJ I LP- 5.220._ CDa`� = i JOBSITE INFORMATION: (Indicates required information) L = *Name: (bu-?-,A-s --fie a t _6_6 �c �-P-1 c me n�L *Address: _ Z C ti � 11 G�i *Cross Street: [n : Permit No.: Tax Map District: __ 'f000- Sectioti: _rjZ_- Block __ - Lob a�.l *BRIEF DT=SCRiPTION OF WORK(Please Print Clearly) N _ U_V1 &_'-1 raXn(.'_ _SeAJLu_ e C1e_►-�2rGz Lu' (I r\ Cin S fYUC 6Yv_ - - (Please Circle All That Apply) Is job ready for inspection: NO. Rough In Final *bo•you need a Temp Certftate: YES( NO Temp Information (ff needed) ' *Service Size: Ph 3Phase 100 150 200,--'- 300 350 400 Other New Service: Re-connect" Underground Number of Meters Change of SerAce Overhead Additional Information: PAYMENT DUE_WITH APPLICATION 82-Request for lnspedion Form V, i o Town Hall Annex ' � 54375 Main Road raer.ricPiert tci out b : . ;us P.O.Boz 1179 ,;. -� Southold,NY 1197[-0959 l -- ¢�ZQU ,� �( , r BUILDING DEPARTMENT TOWN OF SOUTHOLD i. APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: k4l/ DQ)L-L Z44S Date: /7/90 Company Name: Name: lei V zas License No.: Address: ' JOBSIT'E INFORMATION: (1ndicates required information) - *Name:' b(o *Acfdt;ess: , 1 Z C� r cow 12 i-{� �sbu -h as kJ l 1 ri *'Cross Street: *Phone No.. 1 330 Permit No.: 1 t Tax-Map District: • 1000 Section: Blocic - � Lot:�o.l *BRIEF DESCRIPTION OF WORK(Please Prink Clearly) hle-l� LL YIVn .1pA LCA C-v_i-,ero UU rt n . 1Jtc,J (y awns .+c�h oYy - (Please Circle All That Apply) , Is job ready fnr inspection: NO, Rough In Final *bo-you need a Temp Cerfiftcate: YES! NO Temp Information (if needed) - *Service Size: Ph Whase 100 150 200.,-'" 300 350 400 Other *New Service: Re-connect' Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION . D ul 82-Request for Inspection Form � rig/ lel I ---G-tym --AUG UFS®UTH®LO t to 5 /1nI��.-� saotac� C� tp prop": 5 y i acs l ryl I, r� -(�e U D V FEB 1 0 2017 BUILDING DEW. rot, TOWN OF sOUT3®L1D (2e&l 3 To. Page 1 of 2 2018-03-29 20:19:35(GMT) 12125377254 From. Angelo DeJoy FAX COVER SHEET TO COMPANY FAXNUMBER 16317659502 FROM Angelo DeJoy DATE 2018-03-29 20:13:51 GMT RE Permit 41635 Drouzas Real Estate Deveopment Corp. 54120 County Rd 48 COVER MESSAGE Good Afternoon Mr. Jarski, Attached please find a letter from Owner that electric and plumbing work was done by Drouzas Real Estate'Development Corp. We are,,seeking final C of O. Thank you, Pari Drouzas917-93-4158 nn Fax 202-537-7254 D D MAR 2 9 2018 TOWN OF SOUTHOLD 7 WWW MFTROFAX COM / OF SO!/r�Ql , Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CPR • Q Southold,NY 11971-0959 'Q lyCOUNT`1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD July 2, 2018 Drouzas Real Estate Dev. 36-26 Greenpoint Avenue Long Island City, New York 11101 RE: 54120 CR 48, Greenport TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802) A fee of$50.0 Final Sury with Health Departme t Approval. Plumbers Solder--e Trustees Certificate"of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation'approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 41365-Z New Dwelling DROUZAS RESIDENCE A- ZVI 54120 COUNTY ROAD 48-SOUTHOLD,SUFFOLK COUNTY,NY rc� ZAMBRANo ARCHITECTURAI RFWNFD mavauD E ROIL DESIGN,LLC qqL ,0 R�\ GR 1'• l�- rnr a AID Atlantic AvenUDFreeport,NY 11' MWAmuIwwYA mJIDOif masaiv G�49 ] \36�I p — Tel (516)127-n65]/fav :516)326-1 ROHrIwDXC 150 IDP / I warty ns naw I'�+'ti"---_ em_Enaa 1ssa•os �r W -- - 4 0 0.FARSFT-0AR SP 166.FD•R // _ , -- Drs]DD¢ ]in - lsooss Nnc~Drm�LTn+cc w.Psisa,.l tlDNl-s.3rm]ss 11wY1]53%I j,g6e�, �:� � �' •1� , ' � eMmnGTaoml°FrARu xxxG ss 11LBq -;N,rc- .�' - fl' =v�off. -ai�m+t I -ux ' E m io at,�•, -�`� 'I a x�D rwDD.��u no —— -- 'z ---------- xDILSVRIX4EA vrtmP UNOwavMIATEAWYGi4N )v j v ' .• W�1 ........�-.-. ` �i-0• --- ------------ 'A IL - -' }- __ _-,----- -- - -- i �' � `' �•__- � � .,DI.IDNaN.faN,rD�l,�wla,�ax,r, ' aP� r 6 HEIGHT AND SETBACK �[ e ZONING CALCULATIONS a'� Tx¢EPwsIYYE efEx wEnunnlcmRDAx4 N+w]IIFREwwuu.mDEan¢vr4asrart fDRDxE SOS 9th L TOwEWNGi IIlWME51NLLDEMAR9mN'w WI1X1XQ¢R 1DrAPxOUXALRE01RPfMwli n _ ♦� � __-_ • Y •W M1 1 MGfNF3W 1XE[WMMOTdISNID.FROL•mEALLUNR Mw1FAU1¢EOIIPYFNfPx01NtlDFN[I3SNEf14PR] � �r •R- D)> AnorDPnmuREDrowuDRN AnomYnerfAuvmlx � \ �rf 11A / ••I __-e ��O AFFUGT10.N fOR0MUPxG VEPYrtAImlOLRSSAIEDWOP[IS WRTNEAOMm]RANDINRPIORAIhRAnON YYE-G \ I `-OW a ixELTRF[MCTR ENNLVDNFYAu mAEIdOAG AXDawTne[4Np11pX5.WDREnx[rAMN[DALL q I -pSORrAN0iSM114 N17DRRPNdAroSENiNm W➢RL 1 n� -i -y'•'•} pyYA \ 126' U Dm 5 N1 NEw•wI�On1eYG ANDF�Ar FRWR¢SXVL[EBMSS t]APOlAfflAlf4 =r�"M1"q 6 NLNFW[dD WA1ERPPXG IAw WPTF]111nXGAlIDfI[1WBSrWLOf mVFffDWIIX iRiEPGNT[flPf '_ t1 � -_ ,1, /11�F gyYr4'�I�� IM1a Z2 nW¢T4xRMANUfAfroPFOm OWFMmRMNGORESDNLMNNIMn-Onm[LWA]FRAHO S•WHw r- GER 2 WAYNPD t - ! 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NLRfnrdiE£rAni 6APSSWV.BFAfTMA¢lOwDf]Y PttW.DmP31 _. ��s 1 ®'b ��x yy: coxrALTE P� V' DLDR. �� - 1E[3l cex[xfrEawaeeNmnwnxrmw wmRAr�REr.LTEAsiY G[HIOaWIIMVEANnWUM u1TDwR]E OCI 1B?77 �• 21iA.y�` mMvnEiWES]RwOMa].SmP9ATw0AK ��_� __-- - —+ 4•y. ]"`�•." o1ffTFD ¢ ` SITE PLAN LEGEND DRAW�NG'INOEX WI MOM —T GENERAL NOTES 9 IpV SECTION: 52 ZONE: 1 X40 LESEND BLOGK: 2 LOT: 20.1 '`t':•:;.: PROPOSED GLEARINO ~ ' + LAND D I STURBANGE SITE AREA: 42,45q S.E. (OA-7 AGRE) PROPOSED BUILDING L PO �� PROPOSED SOIL -CSTOGKP I LE AREA 2 0 'd • GON5TRUGTION FENGE G + GATE PROPOSED GONG. WASHOUT AREA el a G22 i, GRADE (VARIES) 17�•• am rjsiy� f. \ �' 8' \ \1 6 -- -- ------------------------- ,' E. % < �fc 'D '" y 5, TO DRYWELL CON 7:7 •�.; .�;„:' ape \ DETAILIT'... � _ ---- ., n 01 CD ro FO O Z r ' -�a1 N �o SILT FENGE °y\o ` °° HAY BALES OQpQ ' o� N° WATER FLOW Is?°� �`' QQpO - 1 N c GRADE (VARIE5) /7`11f. EROSION I$ SED I MEINT CONTROL INE HAY BALES + SILT FENC, / a 0.a� \�” PURI G GON5TRUGTION ° DQQQQQQQ QQQQQQQQQQQQ_pQ _- �o� aQ s; n�6�y / ' `\ I TOWN OF SOUTHOLD GODS SE:GTION 256--7A , ALL LAND-DISTURBING ACTIVITIES... 'SHALL PROVIDE TEMPORARY 0 \ Q 07, ' ��� \\ AVERAGE GRADE GALGULATION: 0'- \ 0 ° ' i ' , \ (I4.o + q.s + q.s + 11.$) / 4 = 11.13 AND PERMANENT GONSTRUGTION GONTROLS AND SHALL BE REQUIRED c e \ I TO CONTAIN A 2" RAINFALL ON SITE coo \ 4 \ ' FLOOD PLANE: AE 10 NO. DATE REMARKS ks,CiQ / \ I � \, as — DRWELL ALGULATION REVISIONS ✓ YG 6 \ p�AOFFRE5HWATER p ROOFED AREA: 2531 S.F. r 1 / o, ` IpND{5 PER `Q ` Q 50UhOUDTRU5N�N51 PAYED AREA: 43qci S.F. GEORGE K. JENG ARCHITECT O \ FIELD GONDU I 4 \ LANDSGAPPED AREA: 3552q S.F. , StR £ Z NV!' 'y1 \ a 9113107 \ 1 I� 28 SCHOOL STREET, PORT WA5HINOTON, NY 11050 o \ \ I 2531 X I X 2 / 12 (715) 45ci-0815 FAX: (718) 45G-6165 s ` Q `\ 1 + 43gq X .85 X 2 / 12 1 J �';, �; _! �.i I (516) 883-1420 E WAIL•6EOR6E®,MAZHITWT.COM TEST HOLE BORING 5� �� \ aQ \ + 3552q X .02 X 2 / 12 OS-30-02 Oq-22-13 q F Q \ I = 421.83 + 623.1ci + 118,43 THESE PLANS ARE AN INSTRUMENT OF , "" • R MIXED 5AND Ga`a� u \\ ' = 1163.45 GU.FT. REOV. SERVICE AND ARE THE PROPERTY AND LOOM 1.5' OF THE ARCHITECT, INFRINGEMENTS �`r��` �c�T:� l ��,AV � MIXED SAND SW O a \ _ — — — 1163.45/68.42=I-7' OF 10'4) DRYWELL REO'D. WILL BE PROSECUTED. AND LOOM �\ polo0 P¢ `\ , ' CONTRACTOR SHALL VERIFY ALL C7 f 41 BROWN G/(F SAN O Q (3) 10 X 6 DEEP DRYWELL , FIELD CONDITIONS AND DIMENSIONS i �'•.. 61 a ,. AND BE RESPONSIBLE FOR FIELD . PALE BROWN TRACE GRAVEL \ o Q - 18' DEEP DRYWELL (1231.56 G. . GAPAGITY) PROPOSED FIT AND QUANTITY OF WORK. TRACE SILT NO ALLOWANCES SHALL BE MADE ; 5P FINE TO MEDIUM 0 Q (1) 8 4) X 2 DEEP DRYWELL EXIST. (84.48 G.F. GAPAGIT'T ) / I IN BEHALF OF THE CONTRALTO . oQ �d1231.56 + 84.48 = 1316.04 G.F. GAF'AGITY PROVIDED FOR ANY ERRORS, OM1SSl SAND i \ a / 06 ,�at�� 1 NOR NEGLECT ON HIS T. J �a�(,e�3 I EROSION & SEDIMENT CONTROLS BROWN SANDY �o Q i ,,�°j���2° Shall include but not be limited to: o o� \2' 1 SILT o \ Qaa000aQ Q / e, e, 3' Rte' PROP05EL7 NEW BUILDING LOCATED AT INV A well maintained Construction Entrance, ayF Wire Backed Silt Fencing, stabilization & 54120 NORTH ROS GRAY G/F SAND o of ex WATER IN TRACE SILT �°h 4 j j METAL�V Seeding posed and/or inactive soils. 5OUTHOLD, NY NIL BROWN SANDY � ,• SUFFOLK COUNTY TAX MAP NO. °X o % T '" AINAGE INSPECTIONS ARE REQUIRED 1000-5K COUNTY SILT SW 1 \ � 13 12 N p N,_. DRYW-UR�� IN Contact TOS Engineering at 765-1560 befor ` 4 a / , S�o� ;; Backfill, OR Provide Engineer's Certification END OF BORING 4 a D 0,/% 2 ' that the drainage has been installed to CodE. WATER IN , SM BROWN SILTY W--T- E / ,22 �a�� 0 _' - APPIR=AL OF STOR WATER MANAGEMENT STORMWATER MOT CONTROL PLAN SAND CONTROL PLAN -To Code a, r 236 Date: Approved by: DATE:: 1-20-15 DRAWING NO. � SCALE: I"=20'-O I�1T�1N ----- n I"=20'-O" KA IN ,fit' Q �1� SP BROWN FINE TO ,' '� 2, L e AV2. FI«FO � �• ' �' ` GROUNDWATER EL+2.2 AS/5-30-02 TEST MOLE MEDIUM SAND t� ,, �� W T� DRAWN: J I J GROUNDWATER EL+0.5 AS/9-22-13 BORING 24' C TVP. DRYWELL DETAIL DONT. NO. moos J4g�i P L P� °� IZ ,�, t \ 60 X 4'DPp Q Q PROP. NEIN HOUSE • ' - - \ \ �'� "^* LEACHING POOL 0o U FIN. 15t FL. EL.+16.67 Ji EL+14.0+/ vJ4. EL+I 0 MEN, 4 14" FT 1 �''�R r^hIIT,Ar,., .� ^ � 1 4"0 @ 1/81,l "0 @ / / doJP� \ O NV.+I 1 .85 INV.+12.0YI:.:A1..i'I� 1;'?rTil° rnc� INV.+1 1.2 G--_____, INV.+9.85 FIN. CELL\R SLOPE S \ �- OFl 4-A 1 � EL+7.5+/- '\ 0 \ \ ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ��� \ Q \ GROUNDWATER EL+2.2 AS/5-30-02 TEST HOLE i , 0� ------------------------------------------------- -------------------------------__------------------------------_-------------------------_--------- i GROUNDWATER EL+0.5 A5/9-22-13 BORING �\po \/� \ s �"G I SANITARY SYSTEM NOTES- 1.I. SANITARY SYSTEM AS PER SUFFOLK COUNTY DEPT OF HEALTH SERVIGES STANDARDS FOR A SIX BEDROOM RESIDENCE WITH ONE 1500 GAL GYLINDRIGAL SEPTIC, TANK, (4) 8'm X 4' DEEP LEAGHING POOLS W/(2) EXPANSION POOLS AS SHOWN 00)( .0 \\ �� \ � / y\t \ \ 2. BOTTOM OF POOL SHALL BE A MIN. OF 3' ABOVE HIGH SEASONAL GROUNDWATER DR PAA \ Z \ \ \I � �� 6' 3. USE 4"0 APPROVED SEWER PIPE THROUGHOUT . -.--- --• -•- -- - )p^^ - \ Ja�� ra! I,.C�s�r���`I�-F ._.Tlr;�:.. ,,,. f ,..:1'� ESE / \ � °�, � 4. THE WASTELINE FROM THE SEPTIC TANK SHOULD ENTER THE DISTRIBUTIONPOOL A5 HIGH AS P05_-IBLE CO VE`N<`Y r(� / \ \ 5. ALL GROSS-OVER PIPES ARE TO BE STRAIGHT 4 'P PVC, SDR 35 WITHOUT PROP-T-5 AND MUST B,_ LEVEL, 1.5 ABOVE THE BOTTOM OF THE E `"- / , - LSTo:re qu V ear kkk \ LEACHING RINGS I� � `=- \ / �\G° \ Q 6. BACKFILL MATERIAL SHALL BE COARSE SNAP AND GRAVEL '1. 5LAB5 SHALL BE 12" MIN. BELOW GRADE i SOLID GONGRETE COVER SHALL BE BETWEEN 6" AND 12" BELOW GRADE JAN 16 2D15 ---0c)q 0 1 \ / / . PUP \' \ \ CD • � .........._.-..... _.... ANG O j.r�'++~�1' i� �,e a0 X 6'DEEP •/= T V -�. \' \\\ \ 1 r t N� �k\66 jj 95 o O €�XXPI ZrS TI-I 1rr,�1l` FRCi'11 f li E f)r�'.r�wi Cil` l zz to N -'' - m DRYNELL NOTE: O O .r �. �g N -i �� �0�o � �W 9�� ALL DRYWELL TO BE LOCATED AT LEAST 10' AWAY FROM WATER SERVIGE LINE 5� \ w� ti N<< - - 7 a° -1 - - \\ W w I 1 0 •b \ \ \ \ _woo TONN OF SOUTHOLD GODS SLGTION 256-16 L 1 ALL LAND-DISTURBING ACTIVITIES... I-I/�.LL Pi?O�'IDE TEMPORARY AND PERMANENT GONSTRUGTION COI�ITROL5 AND SHALL BE REQUIRED � �o`� \ / V ' TO CONTAIN A 2" RAINFALL ON SITE O� Qf/ y I r �' \� Q \ <' DR1'NELL GALCUL.ATION a� 6�. QQ V0 �� \ PAYED AREA: 45CIq 2551 S.F. 1-15-15 WATER SUPPLY INFO / ` �� \\ LAN05GAPPED AREA: 3552Q S.F. I2-Q-14 oo Q / \ � / \ I 2531XIX2 / 12 10-I-14 ° 9 ;� \� �Q� / \ I \\ AVERAGE GRADE GALGULATION: + 43gq X .85 X 2 / 12 NO. DATE REMARKS �� �0�� ° �QQ \ / \\ I (14.0 + q.5 + 9.5 + 11.5) / 4 = 11.13 + 3552ci X .02 X 2 / 12 O 6 � X0, ` 1 FLOOD PLANE: AE 10 = 421.83 + 623.IQ + 118.43 REVISIONS O \ \a / \ = 1163.45 GU.FT. REC�'D. ��c�i GO�� q 1 ARE �ND PER R 1163.45/68.42=17' OF 10'� DRYWELL REQ'D. > OX j \ QQ ` 50It o CONDITION ON ' I GEORGE K. JENG, ARCHITECT 9113107 � \ 1 s a (3) 10'(P X 6' DEEP DRYWELL 28 SCHOOL STREET, FORT WASHINGTON, NY 11050 18' DEEP DRYWELL (1231.56 G.F. GAPAGITY) PROPOSED (-T18) 45a-0815 FAX: t`T18) 4sq-6165 TEST HOLE BORING S�� (1) 8'(P X 2' DEEP DRYWELL EXIST. (84.48 G.F. GAPAGITY) (516) 883-1420 EMAIL:6EORFi XV.-A%NITEcTLOM 05-50-02 Oji-22-13 �� ��s 0 \ Q \\ I 1231.56 + 84.48 = 1316.04 G.F. GAPAGITY PROVIDED MIXED SAND Ga<a°� Q 1 � THESE PLANS ARE AN INSTRUMENT OF a \ SERVICE AND ARE THE PROPERTY a` MIXED SAND SW AND LOOM I.5' 4 \ _ _ /. `�����,• O OF THE ARCHITECT, INFRINGEMENTS / G . a \ WILL BE PROSECUTED. 0 AND LOOM 0\ 4a0oa0.0,0,0\ o \ ' _ �� aA \ i CONTRACTOR SHALL VERIFY ALL BROWN G/F 5AN 0a , '• O a / FIELD CONDITIONS AND DIMENSIONS �� TRACE GRAVEL Q AND BE RESPONSIBLE FOR FIELD PALE BROWN F \ a 1 - °''�;.:.' 5P EINE TO MEDIUM TRACE SILT ��� 01 Qa FIT AND QUANTITY OF WORK. NO ALLOWANCES SHALL BE MADE l ' ����`'• 1 5AND , G' \ Q (N6.� I IN BEHALF OF THE CONTRACT Q / ��\a a��`' , FOR ANY ERRORS, OMISSION , NOR NEGLECT ON HIS PART. e, COI BROWN SANDY 2 � as x AGO\3 I ML �,� ° �'� \� QQ �����22 , 5 T 6 � PROPOSED NEW BUILDING LOCATED AT 3 .8 GRAY G/F 5AND p \ ao 0\\aD, °� --�.. - - WATER IN TRAGE 51LT 3�°. G� ` 4 / a j 54120 I�O RT H ROAD ML BROWN SANDY °� �� \ a / / / 50UTHOLD, NY 51LT 12, °' IV �/' SUFFOLK COUNTY TAX MAP NO. 13' SW N �� \ p , 1000-52-2-20.1 END OF BORING �' 4 �A ,/�2� NOTES: LEGEND WATER IN \ 06/ �i SM BROWN 51LTY W E METAL FENCE EXISTING CONTOUR LINES 5AND A�a�� ��� '''`\c� - - - - - - - - - - - - - - - ��%0 22, a��°��a Q VINYL FENCE FILL IN GONTOUR LINES- - - - - - SITE PLAN `�. o �< o 18 S MONUMENT FOUND ( ' °� a, NEW CONTOUR L I NES CD ,-' 0 STAKE SET BUILDI�IC I�ATE=:8-2-1-14 DRAWING NO. ' ENVELOPE Area = 42,459 5 Ft. - - ' - - - - - - - - - - - - . WATER IN ,AGE° q• SET BACK LINES SGALE:I "=20'-0" SP BROWN FINE TO 0 Area = 0.97 Acres 11 LOT LINE _ _ - - MEDIUM 5AND -lo, A=� 0 GRAPHIC SCALE 1 = 20 ---- - DRAWN: JIJ . EDO E OF BOC ------------ j - - AVERAC E_LON WATER LINE __________ CONT. NO. J 48Of P -- --- ---- ------------------------------------- --------------- ------------------------------ ------------- ----------- -- SURVEY OF PROPERTY � N 51 TUATE: 5OUTHOLD TOWN: 5OUTHOLD W 5UFFOLK COUNTY, NY F SURVEYED 05-25-2015 5UFFOLK COUNTY TAX # S 1000 - 52 - 2 - 20.1 CERTID=TO: F DROUZAS I ® c' 4 s � 136.4 N G 100 o °2 62 ' Qvementi � of t `+ ` r- D W GONIG p. 14N .,! M 0 4-3 9 0 0 17.1' 0 0 d O dP�OVA 20 j L L LL z6 I 6 0 m , T I J FN 9 X00' � lP � o ,'� 'orf• � I 1 Q S O� On 1 MAY 2 9 2015 &Oro? I BLDG DEPT tion° To.,l!N CIF>OUTHOLD 9 • . tion° i 9 '16, t� '� of NEW 0 20o iAL • 0 ��Pg�9E s f p �9 � �Jv LAN SJ 0 aw e° a ma mss"'ma.ay 1 '00 v�elman d..wo•vo+w a d nr I 01w.re�eca.mren��• Q �a 0wecc rdi NOTES: °Well \\tom p\O ^� �/\kPe 0� ,"" ."'off ppo-w�`r��md"e`m Rm \0 MONUMENT FOUND p0o-0� Msb..mr:� 2m �� mbt•P:"�` e Area = 42,45a 50 FT5r�� JOHN C. EHLERS LAND SURVEYOR Area = OA-1 AGRES 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIG 5GALE I"= 50' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.CAUsers\Tohn\Doc=ents\My Dropbox\02\02\02-202E.pro - - -- —--- --- ---- —----- --- ---- -- ----- ------ -- —-- -— ------------—---- --- --- ------ SURREY OF PROPERTY SITUATE: SOUTHOLD TOWN: SOUTHOLD SUFFOLK COUNTY, NY SURVEYED 05-28-2015 FINAL 0-1-15-2015, 0-1-2-7-2015 SUFFOLK GOUNTY TAX # 1000 - 52 - 2 - 20.1 5.G.P.H.5. REF.# RIO-12-40 OERTE J TO: k )P=DRO>UZ �®°aa 0 otth . jj 136.0 co o un o,,�me"t • of N ('gyp�; Gp• GP'1'�p � �� GP iGP Gp•`r' r � o - moo 9 �e•a 2 tAlk 9 0 Vol } _ M� is O + DR q 60.3 � 0 L � + + s0 4 tell m L Om dP�k� ,+�yN 21 r N + N 0 Z 1 ++my-+a_ r0 Q�OQr' +1 4 N OD p��Q,r 70 NO M vtjt�`W5 ozo N pO, �POK�1 0 g r 4p Ew i AWEADAESH +TLNTSPERSOUTHHOLD AUSSTE ++ Q FIELD ESO CONDITION ON Q++ ® 43111 9/13/07 n , OF Nil C. �`,p 3 2p02 * N 3UL 2 7 201 o, 6 0 9 , NG BUILD DF T. Sot e s �, ,��v 2s�o �9p V SAND S �hep 1 'INkutMrized alteratbe or additlan!o a swvey Vim//+W� mop be�vg n Ncereee Ind wve 1 sem Is u a r Nolatbn or e9ctw�*1201,w-aNblon 2,.f the />idt I� New Yo k Stats Edxem Lon! �(yv ' / •GFIy eopbs Iron tha orWlevel of thb survey ted.h .e—1 or Nee krd\td t— _ Q,/�/�A7, >trmgad eam half be corolaerea tc be valop e.e. GOQ Y /�•T/ vO` 'GertNkotbM bdk letl hereon elgnMy thm thb V rxvey rns prepared N occordake w�P the e.- NO��j; W �� / blNq coda a R«tko r«Lad Suvey>oaaptea by the New York Stote A-1.1,n or Prora»loml w (�• Lma Su veyo s ■ - Ode �IA�L / /�� 0 toi lfao thee pers4on,aolalbeblden>guhte mN>IlsR tbdn gheCeep'oc;;6 dS'dicatiMONUMENT FOUND � t:S.qrod h "a.oW O ortn"B kw t0 otltlltbml rollWlbn> Area = 42,45a 5G FT / �d� JOHN C. EHLERS LAND SURVEYOR Area = OA-7 ACRES 6 EAST MAIN STREET N.Y.S.LIC.-0.50202 GRAPHIG 5GALE I"= 50' RIVERHEAD,N.Y. 11901369-8288 Fax 369-8287 REF.C:IUSMVOhnlDropbox102102102-202WAL.pm e,mmm G SAM Mechanical INC. Licensed &Insured 154-1 Remington Blvd Ronkonlcoma, NY, 11779 631-775-7502 Email: sammech&ontonline.net Town of Southold Town Hall Annex 54375 Main Road P.O. BOX 1179 D Southold, NY 11971-0959 D MAR 3 2017 February 24, 2017 BUILDING DE". TOWN OF SOUTHOLD. To Whom It May Concern: Enclosed please find 3 copies of equipment specifications for a 5 Ton air conditioning system for the residence located at: Peter Drouzas 54120 County Road 48 Southold, NY 11971 Please amend permit as necessary. Thank you, y Steven Morroun „�,:,:�� c,Fsr'; f»'Ss,'✓v_ .rst. �`,wR^._ "a`.' 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FAN COILS FXM4X s • 11/2 thru 5 tons "' S ta'' ft � .`. �e� e Available for Environmentally Sound R-41 OA systems • TXV metering device factory installed � > • High Efficiency, 3-speed, Genteq- X-13 Motor ; ' KA (Brushless Permanent Magnet"BPM", Electronically Commutated Motor "ECM") • Copper tube/aluminum fin coil � � 4R,sl, • Sweat connections .'^ µ Primary and secondary drain fittings with brass inserts ' • 3 amp automotive type fuse in wire harness • Multiple electrical entry locations NO, •Time delay relay (TDR) programmed in motor • Field installed heater packages from 5 kW-30 kW available separately • HUD approved for manufactured housing • 208/230-1-60 supply voltage Units tested and certified by manufacturer to achieve a 2% or less leakage rate at 1.0 inch water column • 1 inch thick insulation with R value of 4,2 • Multiposition installation - upflow or horizontal left standard, horizontal right with minor modification (field A amp, An maial convertible to downflow with available accessory kit) (i o US • No Heat (Plug) Kit factory installed Use of the AHV1 Certified TM Mark Indicates • Filter factory supplied a manufacturers participation in the program LISTED For verification of certification for Individual products,go to www.ahridirectory.org WARRANTY* • 5 year No Hassle replacement limited warranty • 5 year parts limited warranty -With timely registration, an additional 5 year parts limited warranty *Applies to original purchaser/horneowner,some limitations may apply. See Warranty certificate for complete details. Model Number Tons Nom. CFM Dimensions H x W x D in. (mm) Filter Size in. (mm) Ship Wt (L/s) lbs. (kg) FXM4X1800A 11/2 600 (283) 495/8 x 175/8 x 22%6 163/8 x 21 Y2 122 (55) (1261 x 448 x 560) (416 x 546) FXM4X2400A 2 800 (378) 495/s x 175/s x 22%6 163/8 x 21 Y2 122 (55) (1261 x 448 x 560) (416 x 546) FXM4X3000A 2'/2 1000 (472) 53%s x 21 A x 22f/6 197a x 21 Y2 146 (66) (1357 x 537 x 560) (505 x 546) FXM4X3600A 3 1200 (566) 495/8 x 21 A x 2V6 19%a x 21 Y2 157 (71) (1261 x 537 x 560) (505 x 546) FXM4X4200A 31/2 1400 (661) 495/8x 21 A x 22%5 1978 x 21 Y2 157 (71) (1261 x 537 x 560) (505 x 546) FXM4X4800A 4 1600 (755) 53%6 x 241%6 x 22%6 235/8 x 21 Y2 185 (84) (1357 x 627 x 560) (592 x 546) FXM4X6000A 5 2000 (944) 593/,6 x 24"/,6 x 22%8 235/+s x 21 Y2 201 (91) (1503 x 627 x 560) (592 x 546) 496 41 5400 00 Jan 2010 P!_ f ,�•i^. K__..��"b2..C,:,,,1ytt.-��_r.',-,.-;i:,:r:dZ:c=`�a::i's,„r �-;''rfiz^`S��.,it:,�. *;ss.''#:'t„..�^2#^tx,<°tsata'3`�,.�:.z.,`�.°.,xtN.F��a`'9.'?r�:,'�.,351z,a�k^A,fi.�. �`-"�'A3 :4,u;`;°.. t vr ; f :kti v " " �xc. :R D1C' SPEC ICATIONS2 -u IX.y !i.-XM, ,M3>+>*•.�,..a.�.X 77 A �i�a��?k...iA'�cv:.a;.wi..,�;rw..#'r_d�M�% a._.�.�a�,^� � _., .�:z:�.u�`k�,f'ba�",•. '��. �m •,._x �: a� T.i ':�t2'.,;-"�:c•'i3e:,,�:Y':«::ti"{daxp t � ”' C Sk%1ND UNIT DIMENStONS.y°K=", C'•,+v s, (OPENING) / F E B A o H 0 G 1*1 (SERVICE C\ '. � p ACCESS) L (OPENING) 38-11-82 - "REQUIRED,CLEARkNQ S�:I MODELS�iricfies`inrtif=vl> y No All Sideg Heaters From Supply Duct 0 With ASI es 0 From First 3 feet of Supply Duct to Combustibles 1 (25) Heaters From Supply Duct to Combustibles after 3 feet 0 F�/M�tfic_hGs 0n #;sir' FXft nit Size A B C D E F G z H 1800 153/4 11 1973/6 15% 22%6 17% 21 1 49% 2400 153/4 11 1913/6 15% 22Yts 17% 2.1 1 495/6 3000 113'/4 11 1913/s 19%6 22'/te 21'A 21 53%is 3600 19%4 11 1913/s 19%8 Mis 21 A 2.1 49% 4200—' --71.974 11 1913/6 19A 22%6 21%e 21 495/8 4800 223/4 11 1913/6 221Ys 22%6 241%s 24 5371s 6000 223/4 11 1913/6 221%6 22Y6 24 Yii6 2;4 593/16 Unit Size A B C D E F G 1800 400 279 503 397 560 448 5$3 1261 2400 400 279 503 397 560 448 5$3 1261 3000 4139 279 503 486 560 537 503 1357 3600 4139 279 503 486 560 537 533 1261 4200 4139 279 503 486 560 537 5�3 1261 4800 578 279 503 576 560 627 610 1357 6000 1 578 1 279 1 503 1 576 1 560 1 627 6101503 2 496 41 5400 00 � 4 a— 718', 1 3/32' 2• DCA K 0 'S FOR HIGH VOLTAGE ,�'0 POWER WIRING Y, 7/8'DIA N 0 1i a4 F 1 7/81 FOR LOW VOLTAGE c...ey CONTROL WIRING 1 1Silc• 1' , TOP VIEW ry' 22 1/16' 'Ffi 10 3116' —11, 718' B ;�mxr�a• 15/16'�C 21/B' 1• OUTLET AIR 3/4' EOR C I RCUI TBRE AKER NOTE ALLOW 21' FROM FRONT LOCATIOx ruR ,ci VICE ,•;��33+': LOWER CONTROL UNIT CONNECTION SIZES 1 7/8' 3E32',2'DIA K 0 'S c.'vs=^9s d ELECTRIC HEATER FOR HIGH VOLTAGE -NOTE, MODULAR �FY SUCTION 18 d 2d - 5/8' f D SWEAT ALTERNATE POWER WIRING UNITS WELL HAVE ACCESS PANEL 30 THRU 36 - 314' 1 D SWEATA TWO-PIECE 7!8'DIA H 0 OPPOSITE SIDE 42 THRU 60 - 718' I D SWEAT FOR LOW VOLTAGE CABINET L[OU1D 3/8' [ D SWEAT CONDENSATE CONDENSATE 3/4' FPT CONTROL HIRING OPTIONAL FIELD CONVERTED RIGHT SIDE RETURN OPENING INLET AIA (SLOPE COIL UNITS ONLY) 3t c s OIL ACCESS A PANEL 1 1/2" 2 518' 4 11/16' IT-TING IOUID LINE CONNECTION - [OUID LINE - E ° IOUID LINE PAo NEL 3 1116• CONNECTION CONNECTION SUCTION LINE CONNECTION 1 3/16­—JI H .tr o '�' MAX FOR ark) 19' MODULAR UNITS ra7aS-;K�i� 10 7/16' N1 n SUCTION LINE �— 10 3/4' CONNECTION 9 1/2' 0 0 e 1 3/4")C _ e ex 5' FILTER ACCESS OPENING sz:.<:.2"1 PANEL "�`+ OPENING ACCESS PANEL CONFIG FOR 1 1/d'--� 19 13/16' ' SLOPE COIL DETAILS 2 1/2' 1 D CONNECTION LOCATIONS SHOWN SLOPE COILS RIGHT SIDE VIEW FOR UPFLOW OR HOft I1 DOWNFLOW OR HORIZ £Y'iY✓,T INLET AIA LEFT APPLICATIONS RIGHT APAPt1DLICATIONS INLET AIR `'"` ;3k> S' FRONT VIEW "A" COILS SHOWN WITH •A' COIL DETAILS CONNECTION DOWNFLOW APPLICATIONSu..,.. e LOCATIONS FOR UPFLOW OR HORIZ APPLICATIONSN�r;! k�l7��A w SD4874-4_1_A Dimensions Inches (English) rTA n� : v 7116' iYP C" AIRFLOW f2 PLACES'. AIRFLOW 2 3116- TYP .n f2 PLACES)• =rn © t- TYP PRIMARY DRAI (2 PLACES)- SECONDARY DAA) F G PRIMARY DRAT PRIMARY DRAIN 1 13/76• TYP TYP • •�,�,y SECONDARY DRAT _ ® PRIMARY DRAT © -.E ® TYP _ Fa ' sH t/z" �Lt t/d•� I1 Ira• L I J TYP --{�---- L .J it 's=i JI 1' TYP 1 1/4' 1/Z' --iF� ki•-.,4-:� TYP . 2 9/16' 12 PLACES)• 14 PLACES)• TYP • 2 116 2 3/16' 3 1/4' 1 13/16' TYP • iYP•. TYP DOWNFLOW rrP . F �,•�;y, . HORIZ LEFT (2 PLACES). UPFLOWTM tox��� (FIELD CONVERTED WITH ACCESSARY KIT) (FIELD CONVERTED WITH ACCESSARY KIT) HORIZ. RIGHT (AS SHIPPED) (FIELD CONVERTED) cX" ORIZON • HTAL MOUNT LOCATIONS - DIMPLES PROVIDED IN TOP PANEL, �t,r4�,:; ANO BACK OF CABINET IN CABINET BOTTOM HOLES PROVIDED 7/16' TYP � 136• DIA HORIZONTAL HANGING HARDWARE TO BE FIELD SUPPLIED AIRFLOW �I4 PLACES) i'itiBx��H4, AIRFLON Z 3/16' TYP t2 PLACES)- © 1' TYP I �T•x Cir.( (2 PLACES) I `,rr, k SECONDARY DRA[ F 4 314' G � Su PRIMARY DRAI 3 I/g• s �} ECONDAAY DRAIN RINAAY DRAIN PRIMARY DRAI 7 13/16' SECONDARY DRAI TYP• �T;P6• SECONDARY DRAIN , O (t O O PRIMARY DRAT 00 © O O O O 3. 1/8 © 1• TYP � (2 'LACES). pN�•r 1 1/2, 1� 112' TYP• 1 1/2' S 718• 5/16' 3 1/16' S 7/8' 213/16' 7/76' TYP, 712°J�I 7/8' 1 3/I6' TYP! 2 3/16' 4 3/4' (4 PLACES)• T 7/8' TIP. 7 1/8' TYP- 1 13/16' TYP • T/8' 'k= (2 PLACE SI• DOWNFLOW TYP TYP ' re.ms p (FIELD CONVERTED WITH ACCESSARY KITI HORIZ. RIGHTi� HORIZ. LEFT UPFLOW (FIELD CONVERTED) °K (FIELD CONVERTED WITH ACCESSARY KIT) (AS SHIPPED) n C ry'$•3'µ;� Dimensions Inches (English) 4:n ;ate' `_;m= 2223. 27 78 50 80 DIA K 0 S '"" FOR HIGH VOLTAGE POWEfl WIRING 422 23 DIA rc 0 47 6 FOR LOW VOLTAGE CONTROL WIRING 49 2 25 4 TOP VIEW {f34 9 560 a '{..- 258 8 279.4 22 2 23 8 �--C Sa 0 25 d _ OUTLET AIR 19 0p —DISCONNECT OR "pyx CIRCUIT BREAKER LOCATION LTERNATE NOTE ALLOW 533 4 FROM FRONT ;':' `T'v; • FOR SERVICE UNIT CONNECTION SIZES ul 22 23, 27 78, 50 80 OIA K 0.'S ;, .�1: _---BLOWER CONTROL, FOR NIGH VOLTAGE _ ,?= A ELECTRIC HEAHR NOTE MODULAR ` SUCTION 18 d 24 - 15 88 [ D SWEAT ALTERNATE POWER WIRING UNITS WILL NAVE ACCESS PANEL 30 THRU 36 - 19 05 1 D SWEAT 42 THRU 60 - 22 23 I D SWEAT K 0 OPPOSITE SIDE A TWO-PIECE OR LVOLTAGE LIQUID 9 FOR LOW V53 [ D SWEAT CONTROL WIRING CABINET ,"r CONDENSATE 19 0 FPT ;„ * OPTIONAL FIELD CONVERTED RIGHT SIDE RETURN OPENING �yd INLET AIR (SLOPE COIL UNITS ONLY) OIL ACCESS A4 PANEL 38 1 rsti,��s 119 1 66 1 -FITTING - -- - - IGUID LINE "' ”, n. IGUID LINE CONNECTION IGUID LINE — k� f„J PANEL 77 8 CONNECTION CONNECTION SUCTION LINE CONNECTION30 2 o �Y MAK H FOR 482.6 ''"'""'� NODULAR UNITS 265 1 SUCTION LINE 27 0 CONNECTION o g 241 3 Q Q44 157.2 o a o0 00 - - - - � x _ o Yo i= 127.0 FILTER ACCESS OPENING OPENING PANEL ACCESS PANEL CONT iG. FOR 31 8---� �— 503 2 SLOPE COIL DETAILS 2s a p SLOPE COILS RIGHT SIDE VIEW 63 5 ��m CONNECTION LOCATIONS SHOWN - F OR UPFIOW OR TORDOWNFLOW OR HORIZ. Fn TORR DOWNFLOW RIGHT APPLICATIONS INLET AIR LEFT APPLICATIONSAND FRONT VIEW_ "A" COILS SHOWN WITH 'A' COIL DETAILS CONNECTION DOWNFLOW APPLICATIONS �•• , LOCATIONS FOR UPFLOW OR HORIZ APPLICATIONS ,(l1h,.. �, Dimensions MM (SI Metric) <X : rn SLOPE COIL " 0 it 1 TYP AIRFLOW 12 PLACE" . AIRFLON 0 55 6 fC (2 PLACES)- _ .0} © �n 25 4 TYP Pfl(NAR11 -FT 12 PL 0.CCS1• 82 6 ZC77; SECONDARYF G PRIMARY DRAI PRIMARY DRAI 46 0-� TYP 8 0 !Us ' iYP � '- SECONDARY ORA] _ PRIMARY DRA[K © 0 73 0© ® TYP �22 1Z TYP7• 31 8 31 8 25 4 TYP J 11 1 TYP ---�� �F� L37 B 12 ��L65 7 (2 PLACCS)• (4 PLACES)- TYP 22 2 2 U�13 0 T55 6 TYP a TYP i`�•=y^<x „,Y- TYP , (2 PLACES)- DOWNFLOWPn)Y.; HORIZ LEFT UPFLOW (FIELD CONVERTED WITH ACCESSARY KIT) (FIELD CONVERTED WITH ACCESSARY KIT) (AS SHIPPED) HORIZ RIGHT :34:=', (FIELD CONVERTED) Xfi x,„M 3f • HORIZONTAL MOUNT LOCATIONS - DIMPLES PROVIDED IN TOP PANEL, AND BACK OF CABINET IN CABINET BOTTOM HOLES PROVIDEDAIRFLOW 11 1 TYP 3 45 DIA HORIZONTAL HANGING HARDWARE TO BE FIELD SUPPLIED (4 PLACES) AIRFLOW 55 6 TYP (2 PLACES). 25 4 TYP © (2 PLACES) � F � � � •�^� SECONDARY DRAI 120 6 G h nn d+;Jwz p PRIMARY DRAIN 79 4 SECONDARY DRAIN PRIMARY DRAIN ''"" PRIMARY DRAI 46 0 0 � SECONDARY DRAI TYP. r 8 0 TYP ECONDARY DRAINa,�;r4" O O O PRIMARY DRAI LO 00 ©© 25 4 TYP. I 79.4 38 1l2 PLACESI� i�.tr3 127 381 80 778 1492 TYPE 149 2 77 4 11 1 TYP, ar,....r TYPE (4 PLACES). 200 0 30 2 12 7 22 2 30 2 55.6 120 6 TYPE 200 0 TYP. a6 0 TYP 22 2 'E� (2 PLACES). DOWNFLOW TYP TYP • �.� .A (FIELD CONVERTED WITH ACCESSARY KIT) HORIZ. RIGHT '4W° HORIZ LEFT UPFLOW (FIELD CONVERTED) ,�..a (FIELD CONVERTED WITH ACCESSARY KIT) (AS SHIPPED) A ; � A C 0 ,,,, or.�. o Dimensions MM (SI Metric) r„' ♦. , :,F,b. �<L.: "I 'R rx'he :.'sa�`sY'ra ":.i3.9 'i-4l"aKC .CYC+ Fid' NMI - "u +` vfv`M:=.1. '< its NMI S - '�.' �+�:,;.A,``a-�fS>i.•af.,'�%+." n'nR SS... *'` -d PRODUCi',SPECIFI;CAi�IOiVSz' res 4 r `<<Fa :trrx: sx « ., rt, ' ,,;;r,r.,:�a �.�;t��,���x�• `-i`'- ,-r. _ V'��- L �.,�a c*T 4� t ,1�.^�a �:^ �;�.�,���'�`'�" ,7i. tria =F. k DhMENSIONg evious"' , ftYl Model Size Dimensions Inches Coil Wei ht (tons) A B C D E F G H J Suct. Liquid Type lbs FXM4X1800A 11/2 495/8 1;75/8 153/4 155/a 153/8 2 3 A 235/q - 17 5/8 3/e Slope 122 FXM4X2400A 2 1 495/8 175/8 153/4 155/8, 153/8 23%8 235/8, - 17 5/e 3/8 Slope 1 122 FXM4X3000A 21/2 53%6 21%s 19A 19A 193/6 2615/6 27%2 - 19 3/4 3/e Slope 146 FXM4X3600A 3 495/8 21%8 191/4 19A 151%6 23716 23% - - 3/4 3/s "A" 157 FXM4X4200A 31/2 495/8 2 1 A 19A 19A 151%6 23716 23%s - - % 3/8 "A" 157 FXM4X4800A 4 53716 2411/,6 223/4 221%6 19%2 2 7 A 2615/6 - - 3ye 3/8 "A" 185 FXM4X6000A 5 593/6 241%6 223/4 221%6 1 25% 3215/6 325/8 — — %s -i> - y+, •4'- ,<.Y. -k?,�`:'.`'^'" *;i"YM,zr�, '.;:'. Yq s<:?"a',zi:;:=,":sa'a" fr a,A - =DIMENSIt3:1Ns- �kDATAa =r= fer`t Adr wi _ ,, ,aA n s ont.= Ireuious a es<1. ; Y, . . "-F:. 8_> 3x: .:s-sx.✓..3 x;axz�, ,.zik_ �a -..< �Q. ga { �., &w,a.l2s>a4;. Size Dimensions MM Coil Ship. ModelWeight (tons) —A 13 C D E F G H J Suet. Liquid Type (kg) FXM4X1800A 11/2 1261 448 400 397 391 587 600 - 432 16 10 Slope 55 FXM4X2400A 2 1261 448 400 397 391 587 600 - 432 16 10 Slope 55 FXM4X3000A 21/2 1357 537 489 486 487 684 699 - 483 19 10 Slope 66 FXM4X3600A 3 1261 537 489 486 399 595 587 - - 19 10 "A" 71 FXM4X4200A 31/2 1261 537 489 486 399 595 587 - - 22 10 "A" 71 FXM4X4800A 4 1357 627 578 576 495 692 684 - - 22 10 "A" 84 FXM4X6000A 5 1503 627 578 576 641 837 829 1 - - 22 10 "A" 91 =Y'�rY .. .s ,:•r:...i,�,'.x..:cr-;2:'Aik` `mt°56°'="vr'r`,s,':s^,<.,��°7�-Y-, �P'HYS10 DATia►"". �<< -.e:- -., "ij2- ..r-<,,;Si'Hca'dir'>.Y^:�;'"c�aY�,=�-�,,.x'�.`•t:..xq�r.'*'a`,-�ed�:,.:-,�gh „ ;= Model Size 1800 2400 3000 3600 4200 4800 6000 - - •,� «r "°,g r: <�-.,.t .,><.»Ho-, ,.h,..;a,P��y.�CM,. 3r nf-�`=`.. 2a. �.."x-_� - »<.r- "ifi/ie��w." TXV::facto' 'ihstal !Y FXM4X 4 ton 3 ton 4 ton ' =.y«, `«,, - -€Y.,.,,^:xA;.y'°�-�,:5>,"'z.;..,:r._A,. .".;`,�."nt;max" '�-..^.'." -•.3^a 0" <:.4"�,, r0'a*9�`ewza`�.-'�r CFM nominal 600 800 1000 1200 1400 1600 2000 Ps) (283) (378) (472) (566) (661) (755) (944) Motor Type Genteq'" X-13 (BPM, ECM) HP 1/3 1/3 1/2 1/2 1/2 3/4 3/4 T' ,a{'. sad=„.'ai A; ,1.:,�f3yx,n;a`"tt�,,.a.j.`r."'-°_'f�"€:`"",',r'rZi.,.,�. .;"$'�� - r•:<r;Ygw.s9;�z+i-'-a.+.,ur4�.;,..s..`+�'�wi`,+i2";^�"-.$'�' F3; i' -x" 3i' iy" r t"_�s.: <4cY•s,rt5 i�j��..,£.e -,No.U`„.J..t.,�.x -.`�x-5.,,"k._'io Filter.Aafa',' �-�,:. ���;. -tr�:�_>_-'�;•� ,,,,.{y� _� �.�a'`�'_<.'�-:�:'-�.:'3?i��h�"a�+:=u",�ii''.r;. `>-,.; - Filter Size in. (mm) 163/8 x 21%2 19%8 x 21%2 235/16 x 21%2 n (416 x 546) (505 546) (592 x 546) =}£. N:.'",, C<oilData'all=aoils'14.12=fjris einch divatan`cetlwtiarealuminur�a -1-RAV-5,rf =--`:µ - Face Area ft� (m�) 2.97 2.97 3.46 4.45 5.93 7.42 (0.28) (0.28) (0.32) (0.41) (0.55) (0.69) +. ,:k�>a-'a`< ,;-i>r-•?�;r. t,c�..j'caro. -.r z.4 ff ,yA'.c:+.i ..,-`g.„�,; . kz%,+'�:, a'`^A;'T h, r3z2 ivy t,er_-,.p';«s,.,e ,k"#, N..,e�.,'fi.,�'•. 1 zy,-.S� ,'z,-'-2.C'`s:'x""”. .Refri era`nt=RLinetConnectionsM,[sweat;��. Y�F�,, �,1By„,,,E��r �K s,;�m• ��,��� ����,m,� ��„ -,�,, �.. .� swS��,{ ��.���.t r ."kms g 4.%�.�x�w�,.�,��3',.^.,� '„, ..,.;<,„%..'xas,F.�„«`�'.`��>s„k.Y; Liquid inch (mm) 3/8 (10) 3/8 (10) 3/8 (10) 3/8 (1 0) 3/8 (10) 3/8 (10) 3/8 (10) Suction inch (mm) 5/8 (16) 5/8 (16) 3/4 (19) 3/4 (1 9) 7/8 (22) 7/8 (22) 7/8 (22) 496 41 5400 00 7 '>�C>- ?vh• '3ma 'ik q5% . -cT'z•"v ,,,, S C:r-P�.'`t�< _ n•-;w..,,.x? - i.f °'t- 9�`xid-' t:a' :=ai ���� y�.=. c.. ��:ar>«..: :a> ua*?is•5�'� _„`3*t� ;x��.x}L� t.xx,..., =�i,�1.=',:,., vi M-_�'.�u h:• U,-. - d ,. P.EtODUCT`SPECIFfC;4T'l=` nx `�� M r w�KR.�« ;. :xF:, .s _x x. , ;u '`F 'r :- _ OIV.S,y h M �. ,� .. = r. k s , b Fan;wCdils.,IFXIUf.4X ^.' to :4^i."jam:- LiL;x'.�-$',�r'w'-�-1<_ d,;±•ti i°�'_ri;:'S'- .i. e�� _ , - _ -wu._z.=a�:5._...,_ ...F.�_ns�^�.-3.�,'.. ,..�a�ur-'".mac-_.r_:x-..z._J3a:L.'Y<'�':.�u,�xx.a.-;z+3€-� 5 ,�'-`'i.��,• `�e�`��µ�,b `''<:�+`�,.-�R",m`•-E ;i. S"�w't;;.�e �aa::Q .a_rx M.x•V a.:ti*aw.u., �xzi.�v�.,,r>"ssaa..�!>:L^x...ti.�„w.'�.,.z•'k:i.# • ,, i r A— t •a� <"F1i^, rr,,y iY,. ,k.l:ai..it#":..�kx5,",•-=i'ar -Ia.,i4Yf 4itiic,.'ef:a.^.y. ..rn,t.^-;Enrcx. „ �ELE ' C= R(SAL=Did► L;fO�L:Y�<WITHOVTE L CTR1�,`HEAT , 208/230V, single phase,X60 Hz Model Motor Full Load Minimum Circuit Maximum Fuse/Ckt Bkr Amps Amps (FLA) Ampacity (MCA) (Max OverCurrent Protection — MOCP) FXM4X1800 2.8 3.5 15 FXM4X2400 2.8 3.5 15 FXM4X3000 4.1 5.1 15 FXM4X3600 4.1 5.1 15 FXM4X4200 4.1 5.1 15 FXM4X4800 6.0 7.5 15 FXM4X6000 6,0 7.5 15 AIRFLOW;PERF Rall �w.y>. _ , ,. z�. ;.. O AIV;CEY=;CF1UIat a >IvenS, eedaiduSatic .�� rip , Model Blower Speed MeasuredStaticPressure, inlet to,outlet (inches water column) 0.10 0.20 0.30 0.40 0.50 0.60 Tap 5745 _ F4696(p 660 609 572 Tap 4 683 a 644 589 548 494 461 FXM4X1800 Tap 3 683 644 589 548 494 461 Tap 2 631 563 500 443 409 361 Tap 625 524 457 417 367 319 Tap 5 891 851 816 780 Tap 4 825 795 757 722 674 634 FXM4X2400 Tap 3 825 795 757 722 674 634 Tap 2 726 695 635 598 543 509 Tap 631 563 500 1 443 409 361 Tap ",f7aTTT,511104 1050 1 1003 959 3x- Tap 4 1041 998 944 886 837 772 FXM4X3000 Tap 3 1041 998 944 886 837 772 Tap 2 924 876 817 752 704 660 Tap 779 693 628 571 526 476 Tap 5 ','1 1332 1294 1253 1207 1157 Tap 4 1237 1206 1160 1121 1070 1 1013 FXM4X3600 Tap 3 1237 1206 1160 1121 1070 1013 Tap 2 1095 1058 1007 951 888 824 Tap 1014 885 773 673 609 549 Tap 5 1519 1490 1454 ;1419 1379 1332 Tap 4 1437 1403 1366 1333 1294 1245 FXM4X4200 Tap 3 1437 1403 1366 1333 1 1294 1245 Tap 2 1257 1226 1191 1141 1090 1033 Tap 1237 1206 1160 1121 1070 1013 Tap 5 1757 1725 1693 1653 1614 1576 Tap 4 1664 1626 1593 1552 1517 1477 FXM4X4800 Tap 3 1664 1626 1593 11552 1517 1477 Tap 2 1459 1420 1379 1336 1298 1259 Tap 1301 1241 1195 1150 1 1102 1039 Tap 5 2030 1995 1961 1927 1 1888 1842 Tap 4 1811 1775 1740 1703 1664 1613 FXM4X6000 Tap 3 1811 1775 1740 1703 1664 1613 Tap 2 1665 1632 1593 1556 1507 1453 Tap 1 1 1462 1 1418 1 1371 1327 1278 1228 NOTES: 1, Airflow based upon dry coil at 230v with factory approved filter and electric heater(2 element heater sizes 18 through 36,3 element heater sizes 42 through 60). 2. Airflow at 208 volts is approximately the same as 230 volts because the X13 motor is a constant torque motor.The torque doesn't drop off at the speeds the motor operates. 3 To avoid potential for condensate blowing out of drain pan prior to making drain trap:Return static pressure must be less than 0.40 in.wc. Horizontal applications of 043—061 sizes must have supply static greater than 0.20 in,wc. 4. Airflow above 400 cfm/ton on 049—061 size could result in condensate blowing off coil or splashing out of drain pan. 9' 5. Shading—'Airflow..out- e:4 © fm v :1 r' r -sx'z ?r - x n''^y r• c z° w ,;e3'.;,,a n b r. . _sid5 g ./ton;a,. 8 496 41 5400 00 w,3: }', .vet• ,. _ °, ..s.. - -`ki.=P .;, .s�w5+a,'°= est S -o, z' t" ..,a,.. F� .PROD;UCT:SPE'CiEI;CATIONSz - .=s�:zF�hCoils�.,FXM4X'r "a M k+�rt -v-+.D.�;fi.i,- ..-f*v� ,. - . ,..'-_wa".- ,,. .,a:•: Mt-:'�.._-r,->..z..,s:�.;u-:sr-,.,..�-�.� ,�-=�'•.a�v�;n: a.s..`-�;.'".ii�xs_.¢�w.,;a: >>�°=_,-,...'sw�.,z»?:.;��i£.'.r; STATIC'�PAESSAJRE`Dt FiOeP'i�=1CR_O`SSrFI;L ,•.`, ` ._ atm;:, ,. TER�,(�incle_'s;��o�{.wafer:ctolxu�rn� Model Size CFM 400 600 800 1000 1200 1400 1600 1800 2000 1800 .020 .044 .075 - - - - - - 2400 - .022 .048 .072 .100 - - - - 3000 - .022 .048 .072 .100 - - - - 3600 - - - .051 .070 .092 .120 .152 - 4200 - - - .051-1-.070 .092 .120 .152 - 4800 - -• - .051 .070 .092 .120 .152 - 6000 - -• - - - - .086 .105 .130 Y` 1.. *-,i'+' $<xee .,Y,•.ef,PFF.z,>rvn.m.a-<ra_y» r, .ix-P.ick,.k).•m-,.at,xv,u>anr Ri (y_a'h x5?,, Lir-77,a S7'f�iTtC;`,P;R=ESS.UR;E C'0 � ,,; . =s' " �`C' l;QfFRO:M:D`IY kw ::. .f �. i�ch�sAof��water.co�mn Airflow performance chart on pages NO TAG-NO TAG was developed using fan coils with DRY coils. When taking a static reading across a WET coil, adjust the static pressure numbers on pages NO TAG-NO TAG by adding the values in this table (ior a given CFM, wet coil will have greater static pressure drop than dry coil). Model Size CFM 500 600 700 800 900 11000 1100 11200 1300 11400 1500 11600 1700 1800 1900 2000 1800 .034 ,049 .063 - - - - - - - - - - - - - 2400 .016 .027 .038 .049 .059 - - - - - - - - - - - 3000 - - - .049 .059 .070 .080 - - - - - - - - - 3600 - - - - - .055 1 ,064 .073 .081 - - - - - - - 4200 - - - - - - - .049 .056 .063 .070 - - I - - - 4800 - - - - - - - - - 038 .043 .049 .054 .059 - - 6000 - - - - - - - - - - - .027 .031 .035 1 .0391 .043 _ ,:a F. ✓2,�`;:... i - - %.a-x...,...- _'�.b-sx, a-�=...ra.c- ' `rte-ax„�,c` i ➢n.. -. --'a•• t _ ; ,Frr,s''_I'2;g-`.•�z.�=iff`:.,tlr,,,.'vi;,y�;2.,={-�,.,:5?.'.>a-,'S.S4'_� : - Description Part Number Use with model size Disconnect Kit EBAC01 DSC use with All Heaters 5 kW thru 10 kW EBAC01 NCB 1800 EBACO2NCB 2400, 3000 Downflow Base Kit EBAC03NCB 3600, 4200, 4800 EBAC04NCB 6000 Downflow Conversion Kit- SIopE: Coil EBAC01 DFS 1800, 2400, 3000 Downflow Conversion Kit- "A" Coil EBACO2DFA 3600, 4200, 4800, 6000 Single Point Wiring Kit EBAC01 SPK only for use with 15 kW &20 kW fused heaters Single Point Wiring Kit- Square DO AMFK20SPA or Only for use with Jumper Bar Assembly Square DO part# EHKI5AKB and EHK20AKB breaker heaters QOU14100JBAF EBAC01 FKM 1800, 2400 Permanent Filter Kit (box of 12) EBAC01 FKL 3000, 3600, 4200 EBAC01 FKX 4800, 6000 No Heat (Plug) Kit (box of 6) EBAC01 PLG Factory Installed PVC Condensate Trap Kit (box of 50) EBAC01 CTK ALL Horizontal Gasket Kit EBAC01 GSK ALL (required for horizontal right and downflow) 496 41 5400 00 9 "5b;0 4t>, y„y'C?t.�:•s-.'.^:s7';Ui,";ja; .s: ti -".,a1s Kaa}_ :ra;Gmr z9:r.M.r' ";s"s;��:`rr^WP'"`.:i- ' sia s, •PR'OD C1FIC4'T ;'. ”a^ H� �x„adrs`�.`���.o�c.t__�.� - ;.'.�"�'�� �'�a.�7;.�a�a�°��x13_;�•;;:i,n._'- •xre�'�., 77 .. ""u,,.a�, Part Number Description Use with Model Sizes EHK05AKN 5 kW, single phase, no internal circuit protection ALL EHK05AKB 5 kW, single phase, with circuit breakers ALL EHK07AKN 8 kW, single phase, no internal circuit protection ALL EHK07AKB 8 kW, single phase, with circuit breakers ALL EHK09AKCN 9 kW, supplied as single phase,field convertible to 3600, 4200, 4800, 6000 3-phase, no internal circuit protection EHK10AKN 10 kW, single phase, no internal circuit protection ALL EHK10AKB 10 kW, single phase, with circuit breakers ALL EHK15AKF 15 kW, single phase, with fuses 2400, 3000, 3600, 4200, 4800, 6000 EHK15AKB 15 kW, single phase, with circuit breakers 2400, 3,000, 3600, 4200, 4800, 6000 EHK15AHN 15 kW, 3-phase, no internal circuit protection 3'600, 4200, 4800, 6000 EHK18AHN 18 kW, 3-phase, no internal circuit protection 4200, 4800, 6000 EHK20AKF 20 kW, single phase, with fuses 3000, 3600, 4200, 4800, 6000 EHK20AKB 20 kW, single phase, with circuit breakers 3000, 3600, 4200, 4800, 6000 EHK25AHCF 24 kW, supplied as 3-phase,field convertible to 4800, 6000 single phase, with fuses EHK30AHCF 30 kW, supplied as 3-phase, field convertible to 4800, 6000 single phase, with fuses STATIC _S,1JR'E�C I' OF, Airflow performance chart on pages NO TAG--NO TAG was developed using fan coils with 10 kW electric heater (2 elements) in the 1800-3600 model sizes, and 15 kW electric heaters (3 elements) in the 4200- 6000 model sizes. When using a different number of heater elements, adjust the static pressure numbers on pages NO TAG-NO TAG by adding or subtracting the values in this table (for a given CFM, more electric heater elements create higher static pressure drop). Heater kW No Heater _3 or 5 8 or 10 9 or 15 20 Number of Heat Elements Model Size 0 1 2 3 4 1800 +0.02 +0.01 0 -0.02 -0.04 2400 +0.02 +0.01 0 -0.02 -0.04 3000 +0.02 _+0.01 0 -0.02 -0.04 3600 +0.02 +0.01 0 -0.02 -0.04 4200 +0.04 - +0.02 0 -0.02 4800 +0.04 - +0.02 0 -0.02 6000 +0.04 - +0.02 0 -0.02 10 496 41 5400 00 TABLE,3=;ELECTRIC HEATELDATACRICAL Branch Circua 208/230V^ O cn Internal Heater Amps 208/230V Max Fuse/Ckt Bkr Am s Heater kW Minimum Circuit Ampacity(MCA)- p .' Heater Model Phase Circuit C3 (Max OverCurrent Protection) CD Protection Single Dual Circuit Single Dual Circuit Single Cir- Dual Circuit cn, 0 230V 208V Circuit L1,L2 L3,L4 Circuit L1,L2 L3,L4 cult L1,L2 L3,L4 EHK05AKN* 5 3.8 1 None 18.1 120.0 - - 26.0/28.4 - - 30/30 - - n EHK05AKN** 5 3.8 1 None 18.1120-0 - - 31.2/33.5 - - 35/35 EHK05AKB* 5 3.8 1 Ckt Bkr 18.1/20.0 - - 26.0128.4 30/30 n EHK05AKB** 5 3.8 1 Ckt Bkr 18.1/20.0 - - 31.2/33.5 EHK07AKN 8 6.0 1 None 28.9/32.0 - - 44.7 148.5 - - 45/50 �* Z; EHK07AKB 8 6.0 1 1 Ckt Bkr 28.9/32.0 - - 44.7/48.5 - - 45/50 A 1 Nene 32.8 1134 6 0 - 49.5153.5 50/60 EHK09AKCNfi 9 6.8 3 None 18.8/20.8 - - 32.0134.5 - - 35135 EHKI0AKN 10 7.5 1 None 36.2/40.0 - - 53.8/58.5 - EHKI 0AKB 10 7.5 1 Ckt Bkr 36.2/40.0 - - 53.8158.5 - - 60/60 EHKI5AKF 15 11.3 1 Fuse 54.2/59.9 362/40.0 18.1/20.0 76.3183.4 53.8/58.5 22.7/25.0 80/90 60/60 25125 r EHK15AK6 15 11.3 1 Ckt Bkr - 36.2/40.0 18.1/20.0 - 53.8/58.5 22.7/25.0 60160 25/25 .43 47.7/51.8 - - 50160 - EHKISAHN 15 11.3 3 None 31.3134.6 - EHK18AHN 18 13.5 3 None 37.6/41.5 - - 55.5/60.4 - - 60/70 EHK20AKF 20 15.0 1 Fuse 72.3179.9 -36.2/40.0 36.2140.0 98.91108.4 53.8!58.5 45.3150.0 100/110 60/60 50/50 U f` <` OAKS 20 15.0 1 Ckt Bkr - 36.2140.0 36.2/40.0 - 53.8/58.5 45.3/50.0 - 60/60 50/50 w M$ 3 Fuse 50.1/55.4 - - 71.2/77.8 80/80 - - EHK25AHCF$ 24 18.0 1 Fuse 86.7/95.5 - - 116.9/127.9 - - 1251150 _ _ - 3 Fuse 62.6/692 86.6/95.0 901100 EHK30AHCF$ 30 22.5 - - 1 Fuse 109/120 - - 144.8/158.5 - - 1501175 - - R= _ Sw' .i'' `3 '>^ ,�-,. .�z`� ;..3�_.w,.•..,<,,- -a;:,a-: _ Y _. TABLE4-FtE - --, LD=MULTIPOIN° IR - 1�W ING�O'R= 4==` _ 2 t)= f�^ SINS :,"_'-:a• „� .-,:....s,..,. GLE=PHA - - ^°e..,,. r..='�,,•,.,z+',.,T:.e^..:<cu.sc-,».`4.,,.;.:--e,_,,:.M: ,.� .;�_-.,e5...,a;t..;<<�i'•>,. ,'-2%., ¢': Minimum Circuit Ampaciity Minimum Wire Size(AWG) Max Fuse/Ckt Bkr Amps Max Wire Length 208/230V f Heater kW H Heater Amps 208/230V 208/230V tr 208/230V$ Min Grid 208/230V (FT)# Heater Model A Wire Size r 230V I 208VE L1,L2 L3,L4 L5,L6 L1,L2 L3,L4 L5,L6 L1,L2 L3,L4 L5,L6 L1,L2 L3,L4 L5,L6 L11 L2 L3,L4 L5,L6 4:tri '=r 3 EHK25AHCF$ 241 18.0 1 28.9132.0 28.9/32.0 28.9132.0 44.7148.5 362/40.0 362/40.0 8/8 818 818 10!10 45/50 40/40 40140 59160 73173 73/73 >ry „ EHK30AHGFT 30 22.5 1 36.2140.0 36.2/40.0 362140.0 53.8/58.5 45. /50.0 45.3/50.0 6/6 8/8 818 10/10 60/60 50/50 50/50 78/80 59159 59159 n Notes: ' * When used with Fan Coil model sizes 2400,3600 E `I ** When used with Fan Coil model sizes 4200,480Q,6000 .'._ . � Includes blower motor amps of largest Fan Coil used with heater t Supplied as single phase,field convertible to 3-phase -„ $ Supplied as 3-phase,field convertible to single phase,single or multiple supply circuits _ # Length shown is as measured one way along wire path between unit and service panel for a voltage drop not to exceed 2% -1 j' T ' . 'a>:.s"^'t ;`^%'"r ;•^'�, ;_;ea�^;�c2v-r„ ••r`;wriszs :, s,..,`:`iz;z• ar"r<-,=4Y` .w xn: > .�i _j ; `{ PR_DUCT`SYPECIF.ICATIOtVSn= :w R..x., ;, >f n' Fars CT OM . FXM4X u_..k:: .;{wFANC0ILM:01 'ELN ' , UMBEFtil 'E`NTl,, I`C-A7I"ON`G'U�1'DE` F = Fan Coil F X M 4 X 1800 A 1 ' X = Gente '" X-13 MOTOR TYPE M = Multiposition INSTALLATION TYPE 4 = Environmental) Sound R-41 OA REFRIGERANT X = TXV METERING DEVICE 1800 = 18,000 BTUH = 1'/2 tons 2400 = 24,000 BTUH = 2 tons 3000 = 30,000 BTUH = 21/2 tons 3500 & 3600 = 36,000 BTUH = 3 tons 4200 = 42,000 BTUH = 3'/2 tons 4800 = 48,000 BTUH = 4 tons 6000 = 60,000 BTUH = 5 tons NOMINAL CAPACITY Sales Code Eng! eerinRevision `ACCE"S `OR1'E ,_ S SKPARTN-U M`BER,'IDENT[EI.CATI` N,�GUID.E O a A EB = Evaporator Blower EB AC 01 NCB AC =Accessory 01 = Product Identifier Number NCB = Non-Combustible Base Kit DFK = Down Flow Kit PLG = Power Plug (no heat kit) SPK = Single Point Wiring Kit FKS = Filter Kit Small FKM = Filter Kit Medium FKL = Filter Kit Large FKX = Filter Kit Extra Large CTK= Condensate Trap Kit PVC pipe) Sales Code ELECTRJ ;_,. C.;HEi4TERµM�O'DELT£NUMB'ERID. �� _ �_���� ENTIFICiSTI'ONS<GU1DE�,`-,.��R�°� :.��- .. 1 EHK = Electric Heater Kit EHK 05 A K N 05 = 5kW 07 = 7kW 09 = 9kW 10 = 10 kW 15 = 15 kW 18 = 18 kW 20 = 20 kW 25 = 25 kW 30 = 30 kW NOMINAL HEAT VALUE Sales Code K = 208/230 single-phase H = 208/230, 3-phase KC = 208/230, supplied as single phase, field convertible to 3-phase HC = 208/230 supplied as 3-phase, field convertible to single phase VOLTAGE (60 Hz Product Identifier Engineerinq Code International Comfort Products, LLC Lewisburg, Tennessee 37091 USA www.GoComfortmaker.com 12 496 41 5400 00 SEGTION: 52 ZONE: R 40 BLOGK: 2 LOT: 20.1 BULK COMPUTATION: REQUIRED: PROVIDED: EXGLUDE UNDERWATER LAND LOT SIZE: 40,000 S.E. 42145q S.E. 3q,166 S.E. LOT NIDTH: 150' 200' �c� LOT DEPTH: 1-75' 316.1 ' OPS FRONT YARD: 50' 56.5' 60 3 SIDE YARD: 15' 1-7.1 ' ��� �• BOTH SIDE YARDS: 35' cfq.14' 0 G • -� REAR YARD: 5ol Iq 7.88' LIVABLE FLOOR AREA: 850 S.F. 4,71-1q.14 S.F. OP LOT GOVERACE: 20% 5.63% 6.10% 42,45cf x .2 2,38q.57 S.F. 8q 1 .8 S.F. SEP 2 1 �O G �• ; , \ = ,4 2.021 o BUILDING HE I C HT: 35 31 .5' Tt,rT,T T3 f:r ;,.- vr collJp�� o NUMBER OF STORIES: 2 1/2 2 1/2 TO,'.t. m DEC TOTAL AREA FOR GRAVEL DRIVEWAY (PERMEABLE) SUFE©LK COUNTY "7,342. 1 I S.F. = 11.2Q% OF LOT AREA DEPARTMENT OF HEALTH SERVICES 2 \ APPROVAL OF CONSTRUCTED WORKS FOR 6,pEEP A 8INGLE FAMILY RESIDENCE IMPORTED FILL NOTE: �r- .,,�':�,..niI ani,!rtr ,fa �� F'; C';'. 3 at this, ;ucn havw been / 20 YARDS TOP SOIL TO BE PLACED AROUND THE FLOWER BEDS AND TREES. n od.,��,'�, '� ' f,D.n went cr c!`,;r z .,. caC found to Iia:3l ^1 9 \ \ �s�zstsxy FE3r./ D.14X1TJI�,�r4 O " •, \� \> 3� 10 YARDS FILL TO BE PLACED I N THE DRIVEWAY AREA TO LEVEL THE DRIVEWAY AS REGU I RED. --- -- BEDROOMS, 10 YARDS MULCH TO BE PLACED ON TOP OF THE FLOWER BEDS AND AROUND TREES. o Cram Knopper, P.E., Chief m \ on o� o \ g O s� // • O 603 \\ \ �Z l0 O /moi 8� N � \ O O i 0 '7t tj-11 �� \ Id6X 6`DEEf\ 11O�� A°° \ /' c O' V v��oc"s z \ / A<�J °k�' \ o;�; o�� ��� 10-30-18 GEN. REVISION S°� p '0 o� �� Cf-11-15 CEN. REVISION L $ / ��^'08-q-18 CEN. REVISION �o�° / v� �G�� v�/ /��tia�„o° \ , / -1-2-7-10 RELOCATE DEGK + ° �? 01 / o DRIVEWAY -7-5-la ' ' \ AVERAGE GRADE CALCULATION: 0O. '01 �� ��N� \ � (14.0 + q.5 + q.5 + 11.5) / 4 = 11.13 2-23-11 GENERAL REVISION xl? o�� \ NO. DATE REMARKS FLOOD PLANE: AE 10 °� REVISIONS °iS 6v S `O .O / r gREA OF FRESHWATER � 1 L�/L \ 1 g�ND A5 PER Z °� 50UTYiHOLDTRU55TEE5' \ GEORGE K. JENG, ARCHITECT 9113/07 NON f 28 SCHOOL STREET, PORT WASHINOTON, NY 11050 (718) 45cl-0815 PAX: (718) 45a-6165 s 1 (516) 683-1420 E MAIL:6E0R6E®.FH6AR6HITEGTL0M THESE PLANS ARE AN INSTRUMENT OF / cp< ` \ \ SERVICE AND ARE THE PROPERTY �.r �� OF THE ARCHITECT, INFRINGEMENTS ©.�Q,G WILL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE RESPONSIBLE FOR FIELD / � FIT AND QUANTITY OF WORK. Q NO ALLOWANCES SHALL BE MADE !:.,; O. 0 ` IN BEHALF OF THE CONTRACTOR FOR ANY ERRORS, OMISSIONS, CIS ' NOR NEGLECT ON HIS PART. \ 1100, V 'GO\3 - _ �6 o\ ' 22 PROP05ED NEW BUILDING LOCATED AT `4 4 Qo ��'\a�o,o�3 54120 NORTH ROAD 3h \ 0 , / SOUTHOLD, NY o / SUFFOLK GOUNTY TAX MAP NO. 1000-52-2-20.1 N •, (/ SITE PLAN l Y S �. ., DATE: I-8-15 DRAWING NO. . v SCALE: I"=20'-O" O � Q DRAWN: J I J T- 102 CONT. NO. J 4.E5 r1 ".l P 62'-3 3/4" 22'-8 1/4" 211_3" 18'-4 1/2" 2'-8" 5'-4 1/2" 2'-10" 7'-4 1/2" 2'-10" -11_ " 2'-62'-2 1/111 5'-6" 2'-7" 2'-6" 2'-8" '-5" 5'-0" '-2 1/2" 5'-O" '-q IA511 to � o vo O m + L — ,— i m EL+12.0 m 22'-6 3/8" i m_ m cy OPEN TO c� BELOW C// r13 O O 0 QD- I 1 I N EL+14.0 GARAGE - r 1 � I I I 37'-q 1/2" N STORAGE MEZZ. O I I I - I N z ly 1 - m DIREGT VENT 6R 1 LIVING � GAS H.W.H. m= 1 1 I � Q� m ,f - -- _-- Q DY \�Ln I N m � O LAUND. m ' 1O'-1 1/2h — :o r - q — O BATH \ 1 N d) - D_ — DINING — — — BEDROOM I ;2-23-17 GENERAL REVISION —1— NO. DATE REMARKS KITCHEN m II u; REVISIONS r II 1 35'-6 7/8" i 18'-5 3/8" 1 GL. II I 5x-11 ' 28 5GHOOL STREET, PORT WASHINGTON, NY 11050 _ —-- (718) 45a-0815 F=AX: (718) 45G-6165 (516) 883-1420 E MAIL:6EORGE@JEN6AR6HITEGT.G011 THESE PLAN5 ARE AN INSTRUMENT OF T F 5ERVIGE AND AIRE THE PROPERTY IL OD G D O O O OF THE ARCHITECT,INFRINGEMENTS CF_ WILL BE PROSECUTED. I;GONTRA Q O O O FIEG LD GONPTION5 51HALL VERIFY 51 AND DIMENON5 .a DEGK AND BE RE5POW51BLE FOR FIELD FIT AND QUANTIIIY OF WORK. NO ALLOWANGE5 SHALL BE MADE I I I IN BEHALF OF THE GONTRAGTO ,, c�,� FOR ANY ERRORS,OMI5510 :: O NOR NEGLECT ON HI5 PA . -1I = 4'-6 5/8" 2'-10" 1 '-8" 5'-O" 2'-10" 5'- " 3'-O" 5'-0" 1'_2 '2'_6" 7'-2 3/8" 2'-6" 2'-II" 5'-O" II1_2" — � PROPOSED NEW BUILDING FOR: 62-3 3/4" 2'-g" DROUZAS RES DENGE LOGATED AT: 54120 K [1 )DLE ROAD SOUTHOLD, NY 5EGTION: 52 BLOCK: LOT: 20.1 r�qM j a'/ 1St FLOOR PLAN 7 II DATE: 1-8-15 DRAWING NO. RST FLOOR FIN. 15t FL. EL+16.6-71/411I O 1 . HARD HIRED INTERCONNECTED COMB 1 NATION SMOKE/CO ALARM TO BE INSTALLED IN EACH SLEEPING ROOM, WITHIN 15' OF THE SLEEPING AREA AND ON EACH ADDITIONAL SCALE: STORY OF THE DWELL I NCC, INCLUDING BASEMENT AND ON ANY STORY CONTAINS A CARBON MONOXIDE SOURCE AS/RB 13.1 AND R515.4 A = 102 2. SLEEP I NC ROOMS TO MEET EMEROENGY ESCAPE AND RESCUE OPENING REG'T AS/R31 O DRAWN: JI J 3. ALL STAIR HANDRAIL TO BE BETWEEN 34" AND 38" HI GH GOMPLI' W/R311.5.6, TYP I GAL 4. ALL GUARDRAIL TO BE 36" HIGH MIN, WITH INTERMEDIATE RAILS WHIGH DO NOT ALLOW PASSAGE OF A SPHARE 4" IN DIAMETER IN GOMPLIANGE W/R312, T-T-P. CONT. NO. _I4g5q 62-3 3/4" 22'-q 3/4" 21'-1 1/2" 18'-4 1/2" 2'_8" 5'-O" 4'-4" 5'-O" 5'-q 3/4" 4'-2" 5-0" 2'-8" 5'-O" 4'-3 112112140 1/211 5'-0" 3'-2" 5-0" 2'-8" O O ESGAFE WI Owl d 27" X 51" (q 516 S.F.) ESCAPE WI DOW 1 SILL E3011 A. I.F. 27" X 51" (q.5)6 S.F.) " SILL 30A. .F. c0 D\ UD Q1) it cv 1 17 I /8 11 � II - -- -- m II s I I r ESGAPE VIINDOI^ FSM I L� UriI I 27" X 51"O 17'-8 I/8" ROO II ('q.56 S.F.) SILL 30" N.F.F.FFN— I I � II DRAIL WINTE VEDIATE d)_ - " APART S/R 11: �� a BEDROOM 2 II 7'-8 7 8" m ~ 11 15'-711 = / r I I II II � 0 II ,n I ?j Ilvl EN O G �n � II � B 1-4 _I TH II BEDROOM 6 cv N O \D 1-7 - — — m= - - - - S m O T_ ® ® 7 " is O -1 d 5 '-4 II II 11 II r - -' O \� BATH= BATH 11 �L. II I --- - cv 11 I I S ®.._ ------ - O � uw w I _O ' ° o II II BATH y cv 17 BATH °0 m — 1 1 13 i3 f II 13 17 O d 0 I O O O 11 �0 I � - GL. v I = 11 d) 17 II � p — BEDROOM 3 BEDROOM 4 BEDROOM 5 p N B TH — — — 11 — — — —1 — — — _3O -23-17 CENERAL RECISION NO. DATE REMARKS :I — O �I _ REVISIONS 17'-2 1/2" 20'-5 1/4" Iq'-10 1/4" 11 GEORGE K. JENG, ARCHITECT a i 28 SGHOOL STREET, PORT WASHINGTON, NY 11050 - µ -- --- ---- (118) 45q-0815 FAX: (118) 45q-6165 (516) 8b3-1420 E MAIL:6E0R6E®.EN6ARGHITEGT.WM THE5E PLAN5 ARE AN IN5TRUMENT OF 5ERVI6E AND ARE THE PROPERTYa,t C4 WILL BE PROSECUTED. OF THE ARGHITEGT,INFRINGEMENTS r, , GONTRAGTOR SHALL VERIFY O O O FIELD GONDITION5 AND DIMEN51ON5 i1 AND BE RESPON51BLE FOR FIELD 1 FIT AND OUANTITY OF WORK. NO ALLOWANGE5 5HALL BEMAQ ---�'IN BEHALF OF THE CONTRA4FOR ANY ERROR5,OM155 , - NOR NEGLECT ON H15 PART. 4; p 6'-O" 2-6" 7'-8" 5'-0" 11 '-3 3/4" 2'-6" 4'-4" 2'-6" 5'-8" PROPOSED NEW BUILDING FOR: 62-3 3/4" DROUZAS RES I DENGF_ LOGATED AT: 54120 M I DDL_E ROAD SOUTHOLD, NY SECTION: 52 BLOCK: 2 LOT: 20.1 2nd FLOOR PLAN SE � ON � F FLAN I/4 I - I OIIDATE: I-8-15 DRAWING NO. - A � 105 DRf�WN: J I J CONT. NO. J 4 g G 22'-q 3/4" 21'-1 1/2" 18'-4 1/2" q'-1 3/4" 2'-10" q'-1 5/4" (q) lvlu 1 1 I ------------------ I 1 I r N I 1 1 1 I KNEE WALL I 1 Ww � p p - pzw I 1 1 - I w >Y } O m w vw � pm d- QC d� c� I Waw1 1 1 >L T \ m N m 1 1 I D D 2-23-17 OENERA L REVISION NO. DATE REMARKS REVISIONS 1 1 I GEORGE K. JENG, ARCHITECT 28 SGHOOL 5TREET, PORT WASHINGTON, NY 11050 (718) 45G-0815 F=AX: (718) 45G-6165 (516) 883-1420 EMAIL:GEORGE®JENGARGHITEGT.COM THESE PLAN5 ARE AN IN5TRUMENT OF _ 5ERVICE AND ARE THE PROPERTY OF THE ARCHITECT,INFRINGEMENTS P WILL BE PROSECUTED. a �k'c CONTRACTOR SHALL VERIFY ALL O m Q FIELD CONDITIONS AND DIMEN51ON5 fn N D BE E51FONTY OF WOR FIELD FIAND NO ALLOWANGE5 SHALL BE MAi IN BEHALF OF THE CONTRA FOR ANY ERROR5,0 5, f. 2'-10" 2q'-8 7/8" NOR NEGLECT ON HIS PART. �' a�'• a'•:���k�` PROPOSED NEW BUILDING FOR: 62-3 3/4" DROUZAS REcJ DENGE LOCATED AT: 54 ) 20 M DDLE ROAD SOUTHOLD, NY SECTION: 52 BLOCK: 2 LOT: 20.1 ATTIC, PLAN T T (f,, FLA\ N DATE: 1-8-15 DRAWING NO. 1/4" SGALE: 1/4"= I'-O" DRAWN: J I J A � DONT. NO. J 4-g q 0 I m 12 6 k• S. FIN. 2d F _ +26,54 n L . d) N ❑ZD 0 0 m N , ����� ��� �ioo°aa 000a❑ FIN. Ist FL. +16.6 7 Ll El 11 [1 El El El E El El 11 El El 11 ji1 AV RAOE GRADE +11 .15 1 1 — — — — — — — — — — — — — — — — — — — — — — — — FLOOD PLANE +10_0 1 - -I- - - i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -�- - - - - - - - - - - - - - - - - - 1 r- - - - - - - - - - - --- - - - - - - - - - - - 7 FIN. GELLAR — - - - - - - --- - - - - - - - - - - - - - -- rJ= -� _ - - - - = - - - _ - - - - - - - - - - _ - - - - -�/ - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - moi F �O I ` I ELE \/ r& T I ON 1/4" _ I O 2-23-17 OENERAL REVISION NO. DATER EMARKS REVISIONS NEW ROOF 4"4> GEORGE K. JENG, ARCHITECT 28 SGFfOOL STREET, PORT WASHINGTON, NY 11050 ATTIC / (516) 883-1420 EMAIL:GEORGE®EN6ARGHITEGT.GOM --- ,-----r----r--- -----r---- --- -----r--- ----T------,---7-----r------r THE5E PLAN5 ARE AN IN5TRUMENT OF I I I I I 5ERVIGE AND ARE THE PROPERTY I I I I I I I I I I I I I I I I FIN. 2nd FL. `• OF THE ARCHITECT,INFRINGEMENTS I - - - - - - - - - - - - - - - WILL BE PRO5EGUTED. 2ND FL. CONTRACTOR SHALL VERIFY ALL FIELD GOWITION5 AND DIMEN51ON5 AND BE RESPONSIBLE FOR FIELD 4"(PG.O. G•O• FIT AND QUANTITY OF WORK. - NEW 4" G.I. NEW 1 1/2Q> NO ALLOWANCES SHALL BE MADE % ; ----r----- ----- -----,-----, WASHER I \ NOR NEGLECT ON HI5 RT. ' _ w� ,, IST FL. F,�, / PROPOSED NEW BUILDING FOR: NEW 4114) G.I. G.O. DROI�ZAs RJ D I �1� LOGf�TED f�T: F.A.I. SOUTHOLD, NY GE ASEGTION: 52 R . .....' .... S .r. l , BLOCK• 2 LOT: 20.1 I :t ELEVATIONS HOUSE TO SANITO Y SYSTEM TRAP i I i I DATE. I-8-15 DRAWING NO. ' F L U M 5 I I `�O R I S D R I A O RA M N.T.5. GELLAR �_ — — — — — —1-- ---f-- --t 1 I n _ SCALE: F- - - - - � L - - - -- - - - - - - - - - - - - - - - - - - - - - - - - I- - - - - - -L- - - - - - - - - - - - - - - - L_ - - - - - A � 201 DRAWN: J I J E ST EA T I O = CONT. N0. ,J g�i /4 I O FIN. 2nd FL. =56" H GUARD, TYP. FIN. ist FL. O 13 EMU aoZZZ ��oo �z ,. .. El Ll LIE] ❑ ❑ .. ..r ..r .• i , v • I 9.: L , FIN G E FLOOD I I r- — — — — — — — — — — — — - LOUVER - - - - - —i- - L -I L - - - - - - - - - � L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - - - - - - - - -I - - - - - -� '_1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - ----- REAR ELEVAT ON I /4 I Ol, I 2-23-I-7 GENERAL REVISION NO. DATE REMARKS ROOF REVISIONS H AG , GEORGE K. JENG ARCHITECT ATTIC '-"� 28 SCHOOL STREET, PORT WASHINGTON, NY 11050 (70) 45q-0815 F=AX: (118) 45G-6165 / (51b) 883-1420 EMAIL:GEORGE®JENGARGHITEGT.GOM THESE PLANS ARE AN INSTRUMENT OF 2ND FL. 5ERVIGE AND ARE THE PROPERTY " OF THE ARCHITECT, INFRINGEMENTS _ - FIN. 2nd�L. — — WILL BE PROSECUTED. j:�,,"' C'-� GONTRAGTOR 5HALL VERIFY ALL FIELD CONPITION5 AND DIMEN51ON5 AND BE RE5PON5113LE FOR FIELD ! e 3/4" DRYER H.W.H- H1( G RANGE i ✓�' " ' ,� FIT AND QUANTITY OF WORK. NO ALLOWANCES SHALL BE MA .`�J IN BEHALF OF THE GONTR 11 15T FL. FOR ANY ERRORS,OM . NOR NEGLECT ON HIS' T. �- �`' PROPOSED NEW BUILDING FOR: GAS 5ERVIGE M I" I 3(��� H. C�UP�RE , TVP. GAS METER DROUZAS RES DENGE LOCATED AT: ' CELLAR FIN. Ist F SEGTION: 52 SOUTHC�LD, NY ..,.... ,.. ........ .. .t. 7}' BLOCK: k.1 T• LO 20.1 . ........ ... . . . . • R AM R I �� D AOR N.T.S. .�Y ELEVATIONS L TI ONS AVER .13 ..ti• A F 100 N FLOOD P . L L - - - - — — — — — - - -- - - - - DATE I- 8 I5 DRAWIN5 NO. C RADE _ (\/ARIES) -- — — --1 SG/-SLE: 1/4"= I'-Oil r 1 T I L — — — — — — - I FIN. CELLAR (VARIES) L - - - - - - -1 I - - - - - � L - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I -� A 2 � -- - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J DRAWN: JIJ ��EST ELEVATICN 1/411 _ IO CONT. NO. -1415 q (92'-3 3/4" 22'-8 1/4" 21 1-511 18'-4 1/2" 2'-ci 1/2" 8'-O" 2'-2 1/ " 8'-O" ii-b 1/411 2'-0" 17'-5 1/2" I'-q 1/2" 4'-0" 3'-10" 4'-O" 5'-10 1/2" I I I Ln I I I O O — po v � m O p D I REGT VENT — i = = GAS FIREPLACE D- GARAGE N - - - - - - - - - - - - - - - - - - Q-D-' OI �U) id'-211 I8'-4 1/2" N = 1L ° N Lu I1 — � o O HEAT PUMP I I I cv GONDENS I NG UNITS cv r 16'-6 I/8" (01-45/411 151-01/411 12'-4" 12'-4 5/8" I I I N N - N m UNFINSHED GELLAR I D = 0 J 2-23-1.7 GENERAL REVISION N -30 Ln NO. DATE REMARKS O 60'-7 3 REVISIONS i v + GEORGE K. JENG, ARCHITECT 2 28 SCHOOL STREET, PORT NA5HINGTON, NY 11050 (718) 459-0815 FAX. (118) 459-6165 I I I (516) 883-1420 E MAIL:6E0R6E@JMA%HITEGT.L0M cv \ O I O C� THE5E PLANS ARE AN IN5TRllMENT OF '. = I I 5ERYIGE AND ARE THE PROPERTY4Cy OF THE ARGHITEGT,INFRINGEMENT5 . WILL BE PR05EGUTED. CONTRACTOR SHALL VERIFY ALL - 4, 1 FIELD GONDITION5 AND DIMLN- IONS u O Bm B (elm B vm B r: Yg O O FIT AND QUANTITYI OF FOR r r X 1 I NO ALLONANGE5 51ALL BE MADE IIN BEHALF OF THE O I N IOR ANY ERRORS,OMINTRAGTOR% 26� 0 !_ (v NOR NE6LEGT ON HIS P 4x (J) 6'-4 3/4" 2'-2" q'-8" 2'-21" '-3 1/2' 3'-O" 1 '-8" 8'-O" 5'-8" 2'-2" 10'-5" 2'-2" 5'-6 1/2" 1I PROPOSED NEW BUILDING FOR: DROUZAS RES I PFENC r- LOCATED AT: a 54120 M I DDLE ROAD SOUTHOLD, NY O 1 I 5EGTION: 52 BLOCK: 2 1 LOT: 20.1 L- - - - - - - - - -- - - - - -- -- - - - - - - J CELLAR PLAN LJQA/��5 E L L A � P L-A N -1/411IOI1 DATE: 1-8-15 DRAWING NO. - D � �� CELLAR SLAB TO SLOPE I/4" PER FOOT TOWARD SOUTH DD SCALE: I/4"=I'-O" INSTALL FLOOD LOUVERS AS REOU I RED JUN 2 7 2017 A- 101 DRAM: J I J BUILDING DEBT. GOVT. N0. J 4 g�f TOWN OF SOUTHOLD SECTION: 52 ZONE: R 40 BLOGK: 2 LOT: 20.1 BULK GOMPUTATION: REQUIRED: PROVIDED: LOT SIZE: 40,000 S.F. 42,45q S.F. LOT WI DTH: 150 200' LOT DEPTH: 1-75' FRONT YARD: 50' -�3 SIDE YARD: 15' 15' o BOTH SIDE YARDS: 55' G • , REAR )"ARD: 50 LIVABLE FLOOR AREA: 850 S.F. 4,884.55 S.F. LOT GOVERAGE: 20% 5.q6% 4245q x .2 2550.67 S.F. �O �• ,--'`� ,-% , — _ -/ , I = 48q 1 .8 S.F. G • / .--' /\; ` — - — / \ o �1 I o BUILDING HEIGHT: 55' 51 .5 v�JP� \_ — I, ° NUMBER OF STORIES: 2 1/2 2 I/2 \ — \ \ i PLANTING O 00 \\ ASA , 1 0 2Qa \00 00X DEEP '/Z \ oe. / ---- - ----------- 4 ,�'- � �` O X y,DEEP � / } \\ I 1 LL � 6 N 1, iO� - NCREtE NtING ' y�cu� EA I` \ \ / 0 1 G� La (D V, `\ it_ N OGP� 22, e N� I " p 7 - I e�0e�• 11 k�G ` STONE CURB e00 �ywee 1 9y _ ✓1 911 OV O N \ 10-0 --40 IDE I D s h NI \i z° r \ ppo - 1 6� TON OF SOUTHOLD CODE SE/^.�TI ON 256-1A ALL LAND-DISTURBINO AGTIVITIES... 51iALL PROVIDE TEMPORARY � 00 0 I AND PERMANENT GONSTRUGTION CONTROLS AND SHALL BE REG2UIRED — \ , ,, \\ I\NE TO CONTAIN A 2" RAINFALL' ON SITE INE HAY BALES + T FEND �o I�URI 0 GONSTRUGTIO - o-`� J '000QQW, OOOOOQOOOOQO - ;,w A � Z<, DRYWELL CALCULATION o 4� / — i ROOFED AREA: 2562 S.F. (s), \ \ o� PAVED AREA: -1558 S.F. \w / �� \ ' AVERAGE GRADE GALGULATION: LAND5GAPED AREA: 3253q S.F. v, �° / \ � (14.0 + q.5 + q.5 + 11.5) / 4 = 11.13 2-25-1-7 GENERAL REVISION 2562 X I X 2 112 oc� \\ I 1 FLOOD PLANE: AE 10 + -7558 X .55 X 2 / 12 NO. DATE REMARKS + 5235GIX .02X2 / 12 o \0`\ 42-1 + 1070.72 + 107.80 REVISIONS �\ 1605.52 GU.FT. REG2'D. 6 .s -0-s\s ` X03 9 61 N / 1 I 1605.52/68.42 = 24' OF 10'(P DRYHELL REG2'D. \ AREA OF FRESHWATER 1 I WTAND A5 PER .a 50UELH�O�pRoNONS \ GEORGE K. JENG, ARCHITECT (4) IO'(P X 6' DEEP DRYWELL 3107 911 I \ 1 = 24' DEEP DRYWELL (1642.08 C.F. GAPAGITY) PROPOSED 28 SGHOOIL STREET, PORT WASHINGTON, NY 11050 \ , (1) 8'(P X 2' DEEP DRYWELL EXISV,54.48 G.F. GAPAGITY) (718) 45a-0815 FAX: (718) 45a-6165 TE_�T HOLE EOI;II I �\���'^� ' � / \\ I 1 1642.08 + 84.48 = 1 26.56 G.F. G�'PAGITY PROVIDED (516) 883-11420 EMAIL:GEORGE@,RCARGHITEGT.GOM = - THESE PLANS ARE AN INSTRUMENT OF o \� ` _ Gata�S \ :\ 1 SERVICE AND ARE 'THE"PROPERTY \ WILL BE PROSECUTED ANINFRINGEMENTS m4� � Sl l C 001 1 L ' 111'EC) _. 140 \ I of rr or. CONTRACTOR SHALL VERIFY ALL 'V FIELD CONDITIONS AND DIMENSIONS41 �q�,., '�' • tf.� P � TR4•CE GPA\iE_L- �'� � \ `\ / I 1 FIT DAND QUANTITY BOF WORKLE FOR . p ,f,,• ALE E' .(,'bdi'� TRA��-L� `SIL-1 / \ \ � 1 FINISHED GRADE FINE TO I''1EDIUI'� \ / IN ALLOWANCES SHALL BE MADE e- / I / T//, : n y �//. IN BEHALF OF THE CONTRACT :e , SAID 7. \ \ / ��aa � I 1 NOR NEGLECFOR ANY TONHIS ISSI . .;� ��\�\ I I METAL PLATE LOVER T - F ONI )AND! \\\ `t /���✓a��Gn0�3 .5LAB I 1-1 L - 9\h o \ /��� 2 L I 1 RELATIVE INET \J�•' J I O� G �%ILT 6 \ dh o d,� �,4�,„,,. 1 ° ELEVATION n 1 PROPOSED NEN BUILDING LOCATED AT n_ ��All' t\ _ . -l7 /, G \ \ `L� v �� 12'MI DRYWELL RING I 'MIN. (�•er �ama n 7R�l l 115 c3 '1,!, G/F AND �` oh \ / a� ��,- ENVELOPE 1 • 5,4120 I NORTH ROAD TRACE SILT \ G / 1 �� AU- 1 rl 50UTHOLD, NY Wr.TER IN I'1L BFC)',/,!N: SAPID i _, 0 \ b � � nrx� SUFFOLK GOUNTY TAX MAP NO. LLT o 0411) UJ-LA .-ADO GjDY�.000-52-2-20.1 I,-Ui.TE' III Irl %�� \ �k�i,/ �2. ° ° ° E) I LII Ef _'L .II•l ` Il_TT � - T�- I ♦ a� ovv c �,22 N�,�a \ ` ° o F E 2 7 20117 SITE PLAN ® ° ,(� FILTER FABRIC,WRAP T D��• DATE: 1-0-15 DRAWING NO. GROUNDWATER EL+2.2 A5/5-30-02 TEST HOLE RLTI;��T'i GROUNDWATER EL+0.5 A5/9-22-13 BORING -vNj or, SGTJTIIO"D DRYWELL DETAIL SCALE: 11''=20' -O" TrI , N/%dA � ,% 0 E'i"'.Ol� ,l F-IIIE TO I IEDIur'1 SAIID ' O Y-IIJO CodlOYII, DRAWN: JIJ DONT. NO. --14gq P 22'-8 1/4" 21'-3" 18'-4 1/2" 2'-q 1/2" 8'-O" 2'-2 1/ 8'-O" II-b 1/411 2'-O" 17'-5 1/2" 1'-q 1/2" E511 4'-0" 3'-10" 4'-O" 5'-10 1/2" I - - - - - -- - - - - —,.() r W r M1 1! O ® O .° .sv R. • ° °' W v m I i I O O O N O DIRECT VENT — rn Ln OAS FIREPLACE 1 CL �IT 4) 1 GARAGE 1Q'� Hl -I - - - - - - - - - - - - - - - - - - CL r/ N 1 �'� I '-2" 18'-4 1/2" I JLnJl- -T —1—I— _ aD L() N - LL N \ 1-LI m n a ° - O — N . d HEAT PUMP GONDEN51 NO UN I T5 N r . , I • 16'46 I/8" 61-4 3/4" 13'-0 1/4" 12'-4" 12'-4 5/8" I I I t\V N d d) N m UNE I LASHED CELLAR D N O 2-25-17 GENERAL REVISION N u; NO. DATE REMARKS 52-5 ,> B T - REVISIONS O 1 I 1 W GEORGE K. JENG ARCHITECT � C ITECT O (118) 45q 0815 28 SCHOOL STREET, PORT WASHINGTON, NY 11050 - ,. .. ..... ._...... . ... . . ... . . ... . . . . .... .. I I r - X: (70) 45ci-6165 ORGE JENGARGHITEGTGOM ° ;• .. FA (516) 883-1420 E MAIL:GE ® -1 I N \ O O THESE PLANS ARE AN INSTRUMENT OF O 5ERVIGE AND ARE;THE PROPERTYOF "='� HILLHBE PRO5EGUTED�RINGEMENTS W CONTRACTOR 5HALL VERIFY ALL Q � 1 FIELD CONDITION5 AND DIMENSIONS Q O ff� ( �j p (n m O m O AND BE RESPONSIBLE FOR FIELD —/ FIT AND QUANTITY OF WORK. X1 1 NO ALLOWACE5 5HALL BE MADE O N I FOR OIN BEHALF OF THE ANY ERRORS, 5510 fb, . NOR NEGLECT ON H15 PART. r :x P«• O N 6'-4 3/4" 2'-2" q'-8" 2'_21" '-5 1/2' 5'-O" 1 '-8" 8'-O" 5'-8" 2'-2" 10'_5" 2'-2" 5'-6 1/2" d) PROPOSED NEW BUILDING FOR: 1 I 62-3 3/4" DROUZAS RESIDENCE I LOGATED AT: p O a 54 120 M I DDS ROAD SOUTHOLD, NY I I 5EGTION: 52 BLOCK: 2 LOT: 20.1 L-' — — — — — — — — — — — — — — — — — — — — — — — — — J CELLAR PLAN �� FLAN DATE: I-B-IS DRAWING NO. I/4" = 1 '-0" CELLAR SLAB TO SLOPE I/4" PER FOOT TOWARD SOUTH SCALE: INSTALL FLOOD LOUVERS AS REQUIRED DRAYJN: -11-i CONT. NO. J-F g q PAD N .`r .S . BU 1LD I NO BODE NOTES SEGTI ON 8301.2.1.1 DESIGN CRITERIA FEr - FROFOSEE�) ND� f5U I LE�) I NO GONSTRUGTION SHALL BE DESIGNED IN AGGORDANGE WITH ONE OF THE FOLLOWING NOTIFY FU !-D:, r AT 76:7-1K2 r:F,, 10 r�tl t,�,-; TH17 . AMERICAN FOREST AND PAPER ASSOCIATION (AF� PA) WOOD FRAME CONSTRUCTION MANUAL FOR I- AND 2-FAMILY DHELLINGS (WFGM); 3. MIN. DESIGN LOADS FOR BU I LD I NGS AND OTHER !1TRUGTURE5 (ASGE -7); OR 2. t,0'_'d i FP1, 4. AMERICAN IRON + STEEL INSTITUTE (AI51) STANDARD FOR GOLD-FORMED A,. ri;,!rL MJCTFUCToN STEEL FRAMING-PRESGRIPTIVE METHOD FOR I- Ar�D 2-FAMILY DWELLINGS P.l._I_ Cal!S RU7,11 ;`,L.L. i.T"c.r 711L CLIMATIC, AND GEOGRAPHIC DESIGN CRITERIA (i=I -�IRE R301.20)) -AT ._ WIND: 120 MPH (FIGURE R301.2(4)) DESIGN SOF, t.", F,; <TIC) : .:"'.t_ t=S,j GROUND SNOW: 20 PSF (FIGURE 8301.2(5)) ®LSI�xN or, CON,",,"r�;crl�1ry t_r,c arti . TERMITE INFESTATION PROBABILITY: MODERATE TO HEAVY (FIGURE R301.2(6) DECAY PROBABILITY: SLIGHT TO MODERATE N DA, `,J, ..; = t "1 Gu U 7 s FROST LINE DEPTH: 5611 AS RE-:QUIFIElc101'iS OF WINTER DESIGN TEMP.: 13 �� i ---- , LOGATED AT ( ) LIVE LOAD: TABLE 8301.5 DECKS: 40 PSF _.✓,_ p., GARAGE: 50 PSF DG r,n, gOCEED WITH - - ATTIC W/STORAGE. 20 PSF ;.��TILSURVEY ROOMS OTHER THAN 5LEEPIN05 ROOMS: 40 PSI= C,.. ::. `;. .. . i"IONLOCATIO"a SLEEPING ROOMS: 30 PSF HAS SEEN AFPROVED. STAIRS: 40 PSF GUARDRAILS AND HANDRAILS: 200 PSF ESAtN STORPti�1NATER RU236�� N"%r ROOF LIVE LOAD: (TABLE 8301.6) PLUMBER CERTIFICATION SOUTMOL� PURSUANT TO CHAPS FLAT OR RISE LESS THAN 4 PER FOOT: OF THE To%% �OpE. ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY O TO 200: 20 PSF 201 TO (600: 16 PSF BOLDER USED IN WATER OVER 600: 12 PSF SUPPLYSYSTEP11 CANiVOT EXCEED P/10 4,�_-1%, LEAD. RISE 4" PER FOOT TO LESS THAN 12" PER FOOT: 0 TO 200: 16 PSF 201 To 600: 14 PSF PLUMBING OVER 600: 12 PSF ALL PLUMBING WAST('�� �� & MATER LI=MPS I-W�E.".l D RISE 12 PER FOOT AND GREATER: TESTIx IG vE o;;2 CovERING O TO 200: 12 PSF OENERAL MOTES DRA1✓ ' INC) L I ST ZON I N(5 BODE NOTES 201 TO 600: 12 PSF -- OVER 600: 12 PSF OCCUPANCY OR A T-101 TITLE SHEET SECTION: 52 ZONE: R 40 ALLOWABLE DEFLECTION: (TABLE R301.-T) USE IS UNLAWFUL I. ALL NOTES HEREIN MENTIOitED, WITH T-102 SITE PLAN BLOCK: 2 RAFTER, SLOPES GREATER THAN 3/12 W/NO Gl-_G, 1- TAGHED: L/180 WITHOUT CERTIFICATE THOSE ON THE: VARIOUS DRAWINGS, SHALL APPLY TO ALL OF AND FORM PART A-101 CELLAR FLAN LOT: 20.1 INTERIOR PARTITION: H/180 OF O ;(;(•,�P/� CY OF THE CONTRACT A- !02 FIRST �i_.COR PLAN FLOORS AND PLASTERED GLOS.: L/360 � .. A-103 SEGGi ;°� =-�-OOR PLAN"•, BULK COMPUTATION: ALL OTHER STUGTURAL MEMBERS: L/240 _ 2. EACH CONTRACTOR WILL BE HELD STRICTLY _ REQUIRED: PROVIDED: EXTERIOR WALLS W/STUGGO FINISH: H/360 T'J RESPONSIBLE FOR HI5 WORK. ANY A-104 ATTIC, , l_.''sN A-105 8C0I ':.�:!.l LOT SIZE: 40,000 S.F. 42,45q S.F. EXTERIOR WALLS - WIND LOADS W/BRITTLE FI`i1'1. : %240 11_- DISGREPANGIL.S IN THE PLANS OR DETAILS LOT WIDTH: 150' 200' I I 1 SHALL BE GALLED TO THE ATTENTION OF A-201 LL Vf`-T!'"h!5 EMERGENGY ESCAPE AND RESCUE OPENINGS: (SECT):)� , 8510) J U JAN 13 2015 THE ARCHITECT• A-202 ELr_`x'. "��� LOT DEPTH: 1-75 a 316.1 �� ^ �{ ^ ' FRONT YARD: 50' 62.1 ' BASEMENTS W/HABITABLE SPAGE AND EVERY 51- r ROOM SHALL HAVE J 5. ALL DIMENSIONS ARE TO BE VERIFIED A-301 SEG`TI;06 SIDE YARD: 15' 15' AT LEAST ONE OPENABLE EMERGENGT ESCAPE A? 1r:"' �'.E`�,GUE OPENING. PRIOR TO THE GOMMENGEMENT OF WORK BY ^ti--3o2 SECTION`S BOTH SIDE YARDS: 3583.66' MAX. SILL HT.: 44" ------ THE RE5PEGTIVE GONTRAGTOR5. A=303 SECTIONS REAR YARD: 50' 18(5.13' R310.I.1 MIN. OPENING AREA: 53 S.F. A-401 SGP D' LES LIVABLE FLOOR AREA: 850 S.F. 4884.55 S.F. 4. WRITTEN DIMENSIONS ON THESE DRAWINGS GRADE FLOOR: 5 S.F. SHALL HAVE PREGEDENGE OVER 5GALED 5-101 FOUNE,) `\TION/Ist FL. FRAMING PLAN LOT GOVERAGE: 20% 5.q6% 8310.1.2 MIN. OPENING HT.: 24" DIMENSIONS, AND DETAIL DRAWINGS OVER5-102 2nd FL. FRAMING PLAN 4245q x .2 2530.67 S.F. 8310.1.3 MIN. OPENING WIDTH: 20" SMALLER SCALE DRAWINGS. 5-103 ATTIC FRAMING PLAN = 4881.8 S.F. 8310.1.4 EMERGENGY ESCAPE AND RESCUE OF65. SHALL BE OPERATIONAL 5. CONTRACTOR SHALL VERIFY AND BE 5-104 ROOF FRAM I NG PLAN BUILDING HEIGHT: 35' 31.5' FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. RESPONSIBLE FOR ALL DIMENSIONS AND NUMBER OF STORIES: 2 I/2 2 I/2 CONDITIONS ON THE JOB. ARCHITECT'S E-101 NOTES � WINDOWS TO COMPLY W/8308 SKYLIGHTS TO COMPLY W/R308.6 No. DATE REMARKS OFFICE MUST BE NOTIFIED OF ANY E-102 CELLAR ELEGTRIGAL PLAN SOIL TEST TO COMPLY W/8401.4 VARIATIONS FROM THE DIMENSIONS AND E-103 Ist FL. ELEGTRIGAL PLAN REVISIONS CONDITIONS SHOWN ON THESE DRAWIN65. E-104 2nd F.L. ELEGTRIGAL PLAN HARD WIRED INTERGONNEGTED COMBINATION ALARM TO BE 6. GONSTRUGTION SHALL COMPLY WITH ALL E-105 ATTIC, ELEGTRIGAL PLAN INSTALLED IN EACH SLEEPING ROOM, WITHIN 15' (F THE SLEEPING AREA AND FEDERAL, STATE AND LOCAL GODE5, EN-101 ENERG51` CODE ON EACH ADDITIONAL STORY OF THE DWELLING lNGLUDING BASEMENT AND GEORGE K. JENG ARCHITECT ORD I NANGES, RULES AND REGULATIONS ON ANY STORY CONTAINS A GARBON MONOX I DE SOURGE AS/R313.1 AND � PERTAINING 7*0 LABOR AND MATERIALS. 8313.4 28 SCHOOL STREE=T, PORT HA5HINOTON, NY 11050 7. ALL MATERIALS AND GON5TRUGTION TO BE (118) 45a-0815 FAX: 00) 45G-6165 I NGORPORATED IN THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST LE(5EM�) 516 883-1420 EMAIL:6E0R6E®.E1J6ARGHITL-GT.G0M THESE PLAN5 ARE:AN INSTRUMENT OF PROPERTY REG'D _ t EDITION OF THE A.S.T.M. SPEGIFIGATIONS ----�--•-- SERYIGEAND ARE THE PROPERTY APPLICABLE AND SHALL CONFORM TO THE LINE FRON-r YARD OF THE ARGHITEGT,INFRINGEMENT5 STANDARDS AND RECOMMENDATIONS OF THE HILL BE PRo5EGUTED. : VARIOUS TRADE INSTITUTES (A.G.I., A.I.S.G., ETG...) GONTRAGTORSHALLVERIFY ALL R HHERE APDLICABLE• NEIN i! FERIOR WALL GONSTRUGTION FIELD CONDITIONS AND DIMEN510N5 ` AND BE RE51RON515LE FOR FIELD 8. ALL MATERIALS INCORPORATED INTO THE ='/ '=%YP. BD. EACH SIDE OF STUDS m FIT AND QUANTITY OF HORK. r F 1AX. BUILDING HIGH _ NO ALLOHANGE5 SHALL BE MADE WORK SHALL BE NEW, EXCEPT AS NOTED. I F �i ERTHE RORS,GoAMN1oNs� PROP. ROOF OIN RN q. GONTR.AGTOR.S SHALL BE RESPONSIBLE FOR _ NEW EXT. WALL GONSTRUGTION _ NOR NE6LEGT ON HI5 PART. "* : ADEQUATELY BRAG I NG AND PROTEGTI NG ALLT 4" F1�'.:•E BRICK WORK DURING CONSTRUCTION AGAINST N DAMAGE, BREAKAGE, GOLLAP5E, H/(--:ALV. STD. WT. TIES @ 16" E.W. - - PROPOSED NEW BUILDING LOCATED AT DISTORTIONS AND M 1 S-ALIGNMENT I A,I R SPAGE 66'-o 5/5" O I - 541 :20 NpRTH R p Aja AGGORD I NG TO APPL I GABLE CODES, TYVEI: BUILDING WRAP STANDARDS AND GOOD PRAGTIGE. 3/4" [..XT. PLYWOOD SHEATHING m d) SOUTHOLD, NY 2X1 C; I(b11 OIG ' SUFFOLK COUNTY TAX MAP NO. 10. ALL MASONRY WALLS ARE TO BE CARRIED W/SPRAY FOAM INSULATION 62'-0 5/8" m 1000-52-2-20.1 UP AND SEGURED TIGHT TO GONSTRUGTION 6 MIL \/APER BARRIER N !� ABOVE. 518" GYP. BD. 50' .m -T N Q 11. ALL NEW GONE)TRUGTION TO BE AS PER - N.Y.S. BUILDING CODE. �v HARD WIRED GOMBINATIOIN TITLE SHEET 12. ALL ELEGTRIC:AL WORK TO CONFORM TO O SMOKE + GO DETECTOR, ALL AVERAGE GRADE +11.13 _ - NATIONAL ELEGTRIGAL GODE. DETECTORS TO BE INTERGONNEGTED FLOOD PLANE +l- C -j -_ _ DATE: I-8-15 DRAWING NO. 15. ALL GONSTRUGTION TO GONFORM TO N.Y.S. ENERGY GODS. SCALE: - 14. GENERAL GONTRAGTOR IS TO PROVIDE HE10HT SETf5 � T- 101 H.V.A.G. + ELEGTRIGAL + PLUMBING DRAWN: JIJ DESIGN AND DRAWINGS, SIGNED + SEALED BY A N.Y. STATE L I GENSED PROFESSIONAL. CONT. NO. J 48 ci bill'M':Y'M.,NR';,r,.]IM'•.glYlK 11,'YIdL-R� 1 SEGTION: 52 ZONE: R 40 BLOCK: 2 LOT: 20.1 BULK COMPUTATION: .REQUIRED: PROVIDED: LOT SIZE: 40,000 S.E. 42,45ci S.E. LOT WIDTH: 150' 200' LOT DEPTH: 175' E316.1 ' �oP` 60 FRONT YARD: 50' 62.1 ' A6 \6 1� o SIDE YARD: 15' 15' BOTH SIDE YARDS: 55' \"` G • REAR YARD• 50 188. Q \ LIVABLE FLOOR AREA: 850 S.E. 41884.55 S.E. �oP LOT GOVERAGE: 20% 5.q6 4245ci x .2 2530.6-1 S.F. �o G �• - - - _ = 48ci 1 .8 S.F. \ 0 BUILDING HEIGHT: 35' 31 .5' NUMBEROFOF STORIES: 2 1/2 0 2 1/2 0 PX\ `d o\\� GO VE`NAY ,• t \ \ \ t � � 51 pup DEEP — '�: — �� \ ; \ \ 1 `nco DRrnEu _ — Ov SON I0 \N OGP 6 6� \ N 22 F\�` — '1 r►0 Q o CD I00 01o, 0 — \ lJ �91 $ QQQ-- ioN01 \ o ���' \ ,,� ;,= `\ QQ� \ w N TOWN OF SOUTHOLD GODS SEG--1,0N 236--7A �� A ' - ALL LAND-DISTURB 1 NG AGTI V I TI ES... SHALL PROVIDE TEMPORARY ����� \ p QQ� \ AND PERMANENT GONSTRUGTION GONTR.OL.5 AND SHALL BE REQUIRED INE HAY BALES + SILT FENG �a���a� �� A� -�° /J TO CONTAIN A 2" RAINFALL ON SITE \ 5URI 0 GONSTRUGTION Q o d o. °� \s�� OOOQQQ\Q. QQQQQQQ�QQQ�"Q `'„ o�, �\o $, DR`1'WELL GALGULA 71 ON tiQ \ Q \<a9� , \� \ ROOFED AREA: 2531 S.F. 4 �° `\ PAYED AREA: 43gq S.F. \ Qa w v2 , oma \ ' AVERAGE GRADE GALGULATION: LANDSGAPPED AREA: 3552q S.F. 0 " / \ (14.0 + q.5 + q.5 + 11.5) / 4 = 11.13 c \\ e \ 2531 XIX2 / 12 0\ ' \ \� ' FLOOD PLANE: AE 10 + 43ciq X .85 X 2 / 12 NO. DATE REMARKS + 3552clX .02X2 / 12 Q \ ► = 421.83 + 623.IG + 10.43 REVISIONS QQ \ \ = 1163.45 CU.FT. REG2'D. \� ° `1 aQ / `O ► 1163.45/68.42=IT OF 10'(P DRYWELL REO'D. OF ND A5 PEK R , � '\ Qa 5000H LDTRU55TEE5' ° '�1 \ GEORGE K. JENG, ARCHITECT � FIELD CONDITION ON I \ (3) I OX 6' DEEP DRYWELL as \ gj13107 18' DEEP DRYWELL PROV'D. 28 SCHOOL STREET, PORT WASHINGTON, NY 11050 a � \ \ 0 \ \ / \\ (`718) 45ci•-0815 FAX: (118) 45q-6165 TEST HOLE BORING S5 Q \ ► (516) 583�-1420 EKAIL:6E0R.6B"ARGHITEGT.GOM 05-50-02 Oji-22-13aQ \\ \ MIXED SAND SERVICE AND ARE THE PROPERTY THESE PLANS ARIE AN INSTRUMENT OF h' AND LOOM OF THE ARCHITECT, INFRINGEMENTS MIXED 5AND SW I.5 O _ \ o WILL BE PROSECUTED. Pogo. ` ' CONTRACTOR SHALL VERIFY ALL f AND LOOM �\ go, a \ i a ' ' \ as AINDDBEOREDITIONS PONSIBLEDFOR FIELD r `! BROWN G/F SAN � a � / PALE BROWN TRAGE GRA1/EL \ q / ► FINISHED GRADE FIT AND QUANTITY OF WORK. a SP FINE TO MEDIUM TRACE SILT \ : , NO ALLOWANCES SHALL BE MADE ; a IN BEHALF OF THE CONTRACTOR'' a �d > FOR ANY ERRORS, OMISSIONS, ' SAND SW15� \ a / yye,'v�\�at�� 1 NOR NEGLECT ON' HIS PART. Q4 / ��a•° \ METAL PLATE cwez Sae ML BROWN 5ANDY �G \ °a /eOS VC�0�3 SILT l^6°� ` aq /°k�d�\`L2 ' ' ',';_ RELATIVE r�r PROPOSED NEW BUILDING LOCATED AT w oaoaao-a Q / I✓ e, g 54120 /.(�. {.A{}��J\ .5 O� a 12' IN DRYhFLL RING 1 12 ONORTH O I `iI 8 GRAY G/F 5AND o \ aQ a���a ° STOW WATER IN TRAGE 51LT \ / �� 50UTHOLD, NY / - „- > SUFFOLK COUNTY TAX MAP NO. ML BROWN 5ANDY C?',SILT 12, b ; , 13' SW N p � _' :; � I000-52-2-20.I END OF BORING WATER IN \ �' BROWN SILTYW--7T ' 5M E ��/r SAND °°;/ 2 ,,'��aw ` ` :�, n SITE PLAN FILTER FA9RIG MAP GROUNDWATER EL+2.2 A5/5-30-02 TEST HOLE DATE: 1-8-15 DRAW I NC5 NO. GROUNDWATER EL+0.5 A5/9-22-13 BORING TYP. DRYWELL DETA I L SCALE: I"=20'-O" WATER IN �'� 5P BROWN FINE TO '� T- 102 MEDIUM 5AND ' ,,- Q DRAWN: JIJ 24' (^� CONT. NO. _J 4 g q �"J 22'-10" 20'-O" IQ'-2" 41-211 21-011 16'-0" 21-011 21--7 it 51-011 4 1_0ll 51-011 21--711 O I I I I i N I O D O I I I r . I I I I GARAGE ABOVE 18' 1/2" Iq'-2" J " I - ------------------------------------------- � I f I - - - ' I - -- m m 16'-2 3/8" 6W-4 3/4" 13'-0 1/4" 12'-4" 12'-4 5/8" \\y/ _ O _I d- N D m UNF I NSHED GELLAR I] NO. DATE REMARKS -50 N REVISIONS GEORGE K. JENG, ARCHITECT N 28 SCHOOL STREET, PORT HA5HINGTON, NY 11050 (718) 45Q-0815 FAX: 00) 45q-6165 I (516) 883-1420 E MAIL:6E0R6E®.EN6ARGHITEGTG0M N (D i I k THESE PLAN5 ARE AN IN5TRAIENT OF 6 5ERVIGE AND ARE THE PROPERTY OF THE AR(HITEGT, INFRINGEMENTS HILL BE PR05ECVTED. GONTRAGTOR 514ALIL VERIFY ALL FIELD GONDITION5 AND DIMEN51ON5 O O O O O O AND BE RE5170%IBILE FOR FIELD �`�, ' FIT AND QUANTITY OF WORK. � , �:�9,. ;d NO ALLOWANGE5 5HIALL BE MADE m , 1 IN BEHALF OF THE C,ONTRAGTOR ,+ O �- t 11 1 fn V FOR ANY ERROR5,OM15510N5, NOR NE6LEGT ON H1151ART. PROP05ED NEW BUILDING FOR: 5'-0" I'-4" 5'-0" '-4 ' 5'-0" 1'-8 ' 8'-0" '-0' " " " 51-011 8'-O" 1 '-8 5'-0 I'-4 ' 5'-0 I '-4 ' 2'-8" riROU1ZAS RFS I DENOE LOGATED AT: 62'-0" 54120 M 11%F. ROAD SOUTHOLD, NY SEGTION: 52 BLOCK: 2 LOT: 20.1 GELLAR PLAN R FLAN �� _ I_ 'I DATE: 1-5-15 DRAWING NO. 1/4 - I O L — GELLAR SLAB TO SLOPE 1/4" PER FOOT TOWARD SOUTH SGALE: 1/4"=I'-O" INSTALL FLOOD LOUVERS AS REQUIRED — 101 DRAWN: J I J GOVT. NO. .J48cf 62'-O" 22'-10" 20'-0" 1q'-2" 2'-10" 21-all 16'-0" _71-VI 2 -6lq 1-011 61_011 11-0 1121-611 31_61 1_111 5 1_0 ll 4._0.. 5 1_0 ll 21-111 O O � m gym , vm O m J W i— I I I EL+12.0 O � � �� Fill, i20 -01/2 I O I - m N I I — II L N /�\ ID � O O N I I � >1 A X m // \ / \\ // \ / \\ EL+14.0 lit Ci OARAOE d) Q31 37'46 We5ll /Z LIVINO if 9 Q CK , / _ , 1 D W — —— —— —— —— — -- Q / LP�UND./M GH. 1^IIG. cf cl BATH D O ' D I N T NO BEDROOM I O NO. DATE REMARKS REVISIONS I I � O � � X� � KITCHEN g II O GL. GEORGE K. JENG, ARCHITECT I- / \\ 16�_6�� ( 18'-11 1/2" II 11 28 5CHO0L STREET, PORT WASHINGTON, NY 11050 018) 45ci-0815 FAX: (`718) 45G-6165 a� _- __ (516) 883-1420 EMAIL:6EOR6E®.lEN6ARLHITEGT.GOM 0 N - I - 1 p \ / I I THESE PLAN5 ARE AN INSTRUMENT OF 5ERVIGE AND ARE THE PROPERTY OF THE ARCHITECT,INFRINC-EN1ENT5 i>1 \_ HILL 13E PRO5EG')TED. GONTRAGTOR 5H 4 O ALL VERIFY ALL � � �••_ , e FIELD CONDITIONS AND DIMEN5ION5 AND BE RE5PONSIBLE FOR FIELD " FIT AND QUANTITY OF HORK. NO ALLOWANCES SHALL BE MADE , IN BEHALF OF THE CANTRAGTOR \ LQ FOR ANY ERRORS,OM15510N5, _` NOR NE6LEGT ON H15 PART. \n )> /'`� PROPOSED NEW BUILDING FOR: 5'-O" 14 -6511 5'_0" 14'_6" 5'-O" q'-O" Di�O'UZAS Rr-51 )r-NCiE LOGATED AT: 54120 MIDDLE ROAD 21'-6" 62'-O" SOUTHOLD, NY 1 2 SEGTION• 52 BLOGK: 2 LOT: 20.1 hat FLOOR PLAN RST FLOOR FLAN FIN. hat FL. EL+16.671/411 _ l DATE: I-8-15 DRAWING NO. I O 1. HARD W 1 RED I NTERGONNEGTED COMBINATION SMOKE/GO ALARM TO BE INSTALLED IN EACH SLEEP I NC ROOM, W 1 TH I N 15' OF THE SLEEP I NCC AREA AND ON EACH ADDITIONAL SCALE: 1/4"= 11-011 STORY OF THE D�IELL I NC, I NGLUD I NC BASEMENT AND ON ANY STORY GONTA I NS A CARBON MONOXIDE SOURGE AS/R313.1 AND R313.4 A- 102 IF. 2. SLEEP I NCC ROOMS TO MEET EMEROENGY ESCAPE AND RESGUE OPEN I NC REO'T AS/R310 DRAWN: J I J 3. ALL STAIR HANDRAIL TO BE BETWEEN 34" AND 38" HIGH GOMPLY W/R311.5.6, TYP I GAL GOVT. NO. _J-48q 4. ALL GUARDRAIL TO BE 36" H 1 GH MIN, WITH INTERMEDIATE RAILS WH I GH DO NOT ALLOW PASSAGE OF A SPHARE 4" IN DIAMETER IN GOMPL I ANGE W/R312, TYP. 22'-10" 20�_Q�� IQl_211 � ._mOQ.. �_Q� O qamO_ Q�� O ._Q.. -Oil 11 11 1 -711 5O 5 51-611 2 _65 _62 _1 5 4 5 _Q2 _ E5G PE WIN ON 27" 51 " (q. ESCAPE WI DOW _SILL 50" A.F.F. _ 27" X 51„ ( .56 S.F.) I ��\ /,c� SILL 50 A.F.F. - O K O O — 16'-0 /4" II -� X .c >1 I - I ESCAPE INDO FAMILY _I 27 X 51 .56 S.F.) N 17'-7 I/4" Room SILL 50" .F.F. — � � LO O = 15 , m = 56" H. GUARDRAIL /INTERMEDI TE 111 1 / 4 RAILS @ 4" APART 5/R512 _ m - O r BEDROOM 2 12�_p 11 i 8 -q /4" - II OPEN II O N 11-1 � BEL II - I S II O I II I d I � / N � II Nm II 11 BEDROOM 6 N = 13 11 m = GL. I O m 17 I 0 I I / 1 I 16R 11 O O O R 3 II `U I / 11 -I \I N - LL - - O ILI, ATTIC AGGESS II LADDER O 13® 0 17 _ I o O O 1 - i y N 17 N O � = 14 I1 O dJ I I — � _ D _ p NO. DATE REMARKS R r-- N REVISIONS m - - - I I m O GEORGE K. JENG, ARCHITECT 18' 3/4" I 18'- /4" I II 20'-1 1 I " 28 50HOOL STREET, W PORT ASHINGTON, NY 11050 11 (718) 459-0815 FAX: hl8) 459-6165 12I I 12 (516) 883-1420 E MAIL:6EOR6E®.EN6ARGHITEGTL0M 12 1`HE5E RLAN5 ARE AN IN5TRUMENT OF 5ERVIGE AND ARE THE PROPERTY OF THE ARGHITECT,INFRINGEMENTS WILL 13E PRO5EGUTED. /S O O GONTRAGTOR SHALL VERIFY ALLFIELD GONDITIOW-5 AND 13E RE5R0 BLE FOR F ELD IN FIT AND GUANTITY OF HORK. ' ,l NO ALLOWANGE5 SHALL E3E MADE m OIN BEHALF OF THE CONTRACTOR 4u m FOR ANY ERROR5,OMI5510N5 . M `. 3 NOR NEGLECT ON H15 PARE �7 h PROP05ED NEW BUILDING FOR: 14'-6" 5'-O" 14'-6" 5'-O" q'-O" DROUZAS RES I DENGr- L}OOG(ATEID AT: 8'-OI' 7'-O" 12'_6" 7'-0" 12'-611 7'-0" 8'-0" ✓ 1(�1 20 1 1 1 DDi.Lr- ROAD SOUTH'IOLD, NY 62'-0" SECTION: 52 BLOCK: 2 LOT: 20.1 2nd FLOOR PLAN SEG 0 � I D FLOOR FLAN I1 - IIDATB: I-8-I5 DRAWING NO. I � I/4 - I O SCALE: 1/411=11-011 DRAWN: -.111i GOVT. NO. _148cf 221-10" 20'-0" IC['-2" 2 1-611 I I I O I I I I O N I I I O 1 �n KNEE WALL wW � N QO w z O Q / \ O L } / 1 O � 11Q) ca < ATTIC, ACCESS I ( 1 ! !� LADDER 'i I I I 0 1 N D D NO. DATE REMARKS RECISIONS I I I GEORGE K. JENG, ARCHITECT 28 SCHOOL STREET, PORT WASHINGTON, NY 11050 (`118) 459-0515 F=AX: (718) 459-6165 (516) 883-11420 E MAIL:6E0RffAXWARGHITEGTL0M THE5E PLANS ARE:AN IN5TRUMENT OF 5ERVIGE AND ARE THE PROPERTY ; OF THE ARGHITEG7,INFRINGEMENTS HILL BE PR05EGVTEP. WNTRAGTOR 5HALL VERIFY ALL ` FIELD GONDITIONSi AND DIMEN5ION5 AND BE RE5PON5I BLE FOR FIELD It FIT AND QUANTITY OF HORK. P NO ALLOHANGE5 SHALL BEM O O IN BEHALF OF THE:GONTRAG ?` FOR ANY ERRORS,,OMI5510N5, NOR NE6LEGT ON H15 PART. PROPOSED NEN BUIILDINC FOR: 2q I-cI'I 2'-6" 2"I I-q" i//ROUZ `'/ REV C ENCF- LOCATED AT: 54120 M I DDL F. ROAD SOUTHOLD, NY 62'-O'I SEGTION: 52 BLOCK: 2 LOT: 20.1 ATTI G PLAN ATT I � � � � 4�I - �- �� DATA: I-8-15 DRAWING NO. I/ I O SGALE: 1/411=1'-O'I DRAWN: J I J A- 10.4 CONT. NO. J 48 c1 62'-O" 22'-10" 20'-O" Iq'-2" � m LQm vm I I I O - _ — ------ — _ -- --- -_--_ ---- ==i - I _I I I I �_ � _ - T T T T L1--T T _ -_:-T_r- ;�- _ - rI , -U1 r-- '-�- ITT��-T1 T 11-1 T� ITTTI ��T�- TTI- f T 1� i TIT- o i- TTS i�1 7771Rl T1T_T 1 T-T rT - - 1 - - T T TT Ir -- - _ - - - - -J F-7-TP, - - I -- 1 - 'I 4 7 TT >T I-T�_T_ T �� -T-Tf , 17- 1117 1 - - -- - , 1 -- - , �� --- — 1TTi TT1 r 1 I � I t-- �T� T-1 � --_ I, I I I I I-- I - - -- T MTI rTn TT T� T - - T �� T �I T IT - I-_- - .- ,_- -__fir �__ ��-� - __ - _- _ _ - -- _ _ _---__ -_ _r� f - _ _ �T - � _ r�r _ 1 T T 1 �T1TT CI T T T -- t --� T r 1 T I - -_ 1 T T 1 i11� rT� , ;T — _ — — __ — --- __— r 7 1 l 11 l �T=--i -- -- - _ _ �- _ T _I j_ i, r� 1 -11 l 111 I _�_-_ - I � 1 r I �T � ��� l _-- -- T T��1 r� rF I _ - I O x - _ -- ---- - - -- - =-- rte- - - r T 1 r1 1, C I� T� �1 �� 4 �I T� 1 I --, r i �l ! -- -- rTIT ITTT T� TTTTT �1 i-C � CTT �I l l _- - 1 T 1 1_ -1 -i_ ���- '� PT 11- T T f — -- — -- T— I -- L - - ------ -- _ -- --I; - - - - - -- - �- -- - - -117 - TI - _ 1 - -- --- - -- ? -- �-- �,�it i --_. -' �' I� TTS I i I� -� �l�� I 11 I � 1-1 T T �r 1 - r I� r• i-- --- - -- - -- -� --- -- 1 1 F TT TT - ----- --- ---- -- - -- )- -- ----- J- -, -,fir. - -- r-� - -- - - - -� �� I TI J -- T1 �T �� � �`= _-- -- - - TI - -� �� r, �T�I � 111 --- 1r T1 T-1 T-� C - o -- _ -- T 1T T �r -- - �---:--- --- ---�---�----�r I =1- � � _� 1� r_�� II ! r r I Ifl --- - --- 36 H. GUARDRAIL WINTERMEDIATE --- --� - -- - TT-- _ --- RAILS � 4 APART AS/R312 I I I I I I I I _� ,_ -I-:-_J_-L_-.L _"�--L..1--.I. - -- - -- -I T -- - - -- ------ ------- -_ --- _ _ I � - �— -- - - -- - x -� �1 -4 -1-11 Ll U-1LILU LI _ _ - -J 1 -I T h ----- -- - - TT_a - -�_! -l_I1_�--.�1 11_777 _UT_�1T L I l J11-1--- - _I I 11-1- _ - ll- E, -- _ l- - -CT- D NO. DATE REMARKS — � I II I I j ILI -- I Lf-11 LLL] ;- 1- J- REFI I S I ONS -- _ ---�- I I l-YJ 1-1-� l- -1-111]L -I =- - - 1-1 -L_ i_!_i_I-T- 1-1-1-L - - ---- T I -- __ -- - LL-� -1TT---' >��_ _L T- l—=1 - -- ___ GEORGE K. JENG ARCHITECT --__ - _y--- _ --� �- 1 UL � , -- _ ' _-- I _-- -- _-- _ __-� __ 28 SCHOOL STREET PORT WA H L-1- - I ��}�,_ �T -�-L- 11 �, ! --�!- 11---1.1 �1 5 INGTON, NY 11050 --� —A-11—J,l -- —= -- — _ — — a I— —— I. --- I I I --I -- --- __ _ --- - - -- - -� --U-1 _- ---4 - — T-- —�i= ---L__J __��_- I -- -_- -1- -- - -- � -- -.- - _ _ _ - - ---T-- �— - - ---I -- - - - 111_ L_�l �j� ' — - 118) 459-0815 FAX: 0718) 45�i-6165 I (516) 883-1420 EMAIL:6EOR6E®.EN6ARGHITEGT.GOM . Ii [111-IL] -- ��_ ---�- --- 11-11 i ! I I -- — ) THESE PLAN5 ARE AN IN5TR M NT OF -- - __-- - _- - I -- ___�.-- �— __-� 5ERVIGE AND AR.E THE PROPERTY 1 I�_ l__!. - 1-— ----f r ( - - -- -- - - -! - - - -- -1- - -_- OF THE ARCHITECT,II�RIN6EMENTS _ �� I_ - _ 1 _.-__•--__� - --_- - WILL BE PR05EGWTED. GONTRAGTOR 5HALL VERIFY ALL FIELD GONDITION5 AND DIMEN51ON5 AND BE RE5PON51BLE FOR FIELD FIT AND QUANTITY OF WORK. NO ALLOWANGE5 5HALL BE MADE O O O IN BEHALF OF THE GONT FOR ANY ERROIZ�,OMI55RAGT NOR NE6LEGT ON H15 PART. '\ t�,o�''•, ." .. . PROPOSED NEW BU I LD I N& FOR: DROUZAS RES I DEMI E LOGATED AT: 54 120 M I DDLE ROAD SOUTHOLD, NY 62'-O" SEGTION: 52 BLOCK: 2 LOT: 20.1 ROOF PLAN ROOF FLAN II _ �_ I� DATA: I-8-15 DRAWING NO. 1/4 - I O SCALE: 1/4"=1'-O" DRAWN: J I J GOVT. NO. J4e3c4 r JJI ]1 r-F �7r I�I �- II �i � I II I � j r- i a !l 1�� , - 1_11. Ili -1 Lili Lfl_fid 11A 1-t-ILD-fl 11_111]---I ul]-111--1' __j 1JL-JIL L�1 ---Lu H.-Jiu- 7 UJI-1-11L L]IL-1 L_1 i A-1i L-LIJ-L 11LIJ I rT1I LIU L __JL_ :: 11 � 1 1 1 L7 4= I J �­- __IE-E I �j I _I.�l l�lU�11J IU�ll�_l1-_7 a= --LfL_1-1-1 Lil_fl__jTJ_L1_L1L__L I'l-1 LIL 1_1 L-LILL, _11-1-1 L-Lil! U-ILI I L 11JI jJIL-111-11 t J_L]JI-11-I _1 LILUJI__ 111 fl 11.11 ]1_[JI_1�L 1-1-1-1] 1 IJ ]i Lill I Ad I J �i 11 J1 11 11--[,'J LL, Il-T-E Lt I ,-[1 111 -1-_L_Ji_ I! 1JJJ It LL11-11 J I L,J I Ji-ILILLIL-111-11-1 h _!U L j F__T - 11 'I Ili, 1 11[ 11 L 1.1 _T i -A =E L t ,T 7,-T- -'T-`T i _E� I- E -F I --j-T--'- T __T _T__L L_ - T_ T_ -7- __­_ _qt�� Tom - T_ L T_ Fp LT _T_ _T_ 7- 7_� T _T___F _F_ _4t7 T-1 _T 1_�T j-L T_L-7- H. OUARDRAIL WINTERMEDIATf I-T T_' RAILS (9 4 APART AS/R3 12 77 L=i-Ei =__ _j J-1 J_� I - I -1 -1 T_-1 L T_ 17 A L: Ll �F_" �L- --I- FIN. 2nd FL. = ,7-T, -T L-T-i---1 :T _j_ _L J -LL _:1 _T_ T_ _T_L-1 I [__-1 l 1 11 1 L � , L L 77--1 _T_ =7-- J__ T__ 7 1 - Imo_- ,T �_7 1 7 L L� 1 7 L L_,. Z. r T , ------- - ,- L_ _=J � �f �_.-I-- t� .__ TLS "Z__ r 7 _T __T_ _T J- -1 _7 L L[ I j T j J__1_1 _a T T_ 11 TL 7. T-L -i F L #1 1_L 1-7- L L IJ 7 1_'_L_ _T_ 71 - � 1 L_ _ - L ---�� �t I-L' �- � L r L J � --I— J '.1 ---' �r�T-C�_ - _ - - T f J -,__-_ 7-] f- --r L r -7-r��--r-I-j- L--ST -1 1 L_�-- 7_1� r.T. '_T _T 5ro" H. OUARD, T*rP. _T I T- -i I T -1 1- T I- ISI -T T-l-L j I- J L I -17 1 7 T1 I L-T I j T_ _T T T_ L__1 J 7 __T 7 T__ i L-- _JL - I-- JL I X0000 z�-�-LT- _ __ � - �-- T�-r ooaoL= aoaa - _ -T T _ 000a �-�S I L IL _T LL .- T _J_ ii1T- _Hilkaoao _L__j T Tr. T_ j T z- r r r 1 z Ll _T_ I T .1 - FLOOD -FLOOD _ LOUDER /-'sl K I=r-)l - - -- a000 FIN. GEL_-�__�� _T El=== T LOUVE L - - - - - - - - - - - 7 _ r - - - --L - - - - - - - - -- L -- -- -- -- -- -- -- - - -- -- -- -- -- ---- - - -- - - - - - - -- -- - - - - -- - - -- -- - - - - - - - - -i �_- -I_ _j -- REAR 1` LED/AT10N 1/4 1 _011 1r ��=�I i � - � _ -! � 11_ C I� I �1 II' I III X11 II U_TLLI _1 LLLIJ i-TIL]iII II L-IJI LJLIJI�J U L L11-1 fli�L�i_H__I L-1-11i ji-lul u jD: -1 i A _LJ I _J 111 LJ 1 i j 1 '11- J 1 _u L LL j I- 1 1 l, 1 -i Lj Lil n'L IJ LJ I LLLJ I_J L 11 d L'I-L-ULLILU J 1ILLA-11 1-1-LI-1 I Ljlltl!� IL _--li' J�_ 1� T'�-'11L LI, i�L-1,11 C Lfly LI LLLLI Lffl_l ML-liflJt-l-L-UL[I I I_—IBJ L 11-111 i-1] JLL-I I _LL Ll 11__]i1_U LIlLd L-J I JILL L--_U"_!_1111 iLL111- J A-1-fl- i! 1�1-1� — u I.1i J_ 11 11 i t I i I L_1! 1-111ALI-1-LE U I _L�L]L L-1 J -l'! llil _-B—LI 11 J 11 L I ULOA-1i LI I LILI 1_1 luL111 -1 L-1-1 1-ULI-LL 1 L h NO. Roor DATE_j REMARKS ji It J _11.1- Jlliitl A1_111 7 _J1_L__U J-1111_11LILL-L J-1-d",---1i h! _[.Ll 1_1 I_11-AlLit L A-11-1 ILLI.1-11-LI 111-11-L_L -1 J I J I Jill 11 fill I REVISIONS WA_ -7-E"-1- T_ - E_IT�_' 7 H AGT� _-P T -T ATTIC, -T-'T- T_JTS' Ti -,j _L L _L_ L L---]= 7 2& SCHOOL 5TREET, PORT HA5HINOTON, NY 11050 =T _E� T (5 6) &55-11420 F E MAIL:6E0R6E@JEN6ARGHITE6TL0H -I- L T_fE --T H. OUARD, TYF. T T_J_ :__T I Lr _T_ L J THE5E PLAN15 AI;ZE: _T_ TS LT r J '- J --_I-=L7- J_ 5ERVICE AND THE PROPERTY _T_T OF THE ARCHI rErT,INFRIN16EI"IENT5 FIN. 2nd FL. =T 2ND FL. T-L-A I- I .,/>.; A .� ': 1 -1-7 ------- H BE Pl`W, 7-T L L -1-E _j__] -_L -1-7_L I_# ___T_L_I, L_ - I _r T_' T i J= 4=5 14211 1/2" 14211 1 E' L_ _T� -Ts� zs� I s _1-- _ L'-c1 FIELD CONDITIONS'AND DIMENSIONS J''! AY E7 i _T -T T _L T__ TI L I- I 4=11 _L _LT- T Ht T R. H.W. C, N&E 5/4 DRYER Pq T-L, FIT AND GUANTIT'( OF NORK. L _j 7 NO ALLOWANCES SHALL H MADE 2 L _j __ L -7- - IST FL. �:T IN BEHALF OF THE GONTRAuovr�' _T FOR ANY ERROR5,,OMISSIONS, L L_ L -L.-A L TT L I T 1�� 11 1f T t _:_T L-T-1--i L NOR NE6LEGT ON H15 PART. T_ , =-­ -d'- , I±�--!=� 11 :---711-- L_ T, ZlI -f L T, I _T__j --T �E_ _T r 6A5 SERVICE PROP05ED NEW BUILDING FOR: L L L OA5 METER T _r F_ DROUZAS RESIDENCE _Ej T -7LOCATED AT: TF CELLAR 7- T-L-7-L-7- __L F FIN. 1st FL. r--T- T ROAD 54120 MIDDLE SOUTHOLD, W( -r� -T- 7 SECTION: 52 -L ITL L T T _T T 1 - T- L: 1- BLOCK: 2 _L_ T__ L -T 7 L LOT: 20.1 7 =Trr IF T I t [A_�_:j I rl T_ T -_ . 11 - 71 F_ CCAS RISER DIAORAM N.T.S. E-T-i- -T- - L i_vL -1 T_ � ��_j_ __� - - 17 _T ELEVATIONS AVERA6�1' i F, L 7 FLOOD PLANE +10.0 -T- 74�777TT t —— — — —— —— ———— ———— - -- - - - - --- ------ -8-15 DRANING7 NO. DATE: I GRADE NARIES) L T_ _T_ -i- - - - - --- FIN. CELLAR NARIES) SGALE: I//4"=I'-O" L -- -- I -- - - - -11-,1� L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ __ _ _ _ _ _ _ _ _ __ __ _ _ __ __ _ _ __ -L- _, A-202 'I-,- - - - - - - - - -- - - - - -- - - -- - - -- - - - - - - -- -- - - - - -- -- -- -- -- - DRAWN: Jli I/IIIIIIIIIIIII�EST E LEVATION 1/411 GOVT. NO. -J-41e>q .r ROOF GONSTRUGTION: 12 30-YEAR TYPE ASPHALT 5H I NC LES ON 15# FELT ON 5 3/4" EXTERIOR PLYWOOD SHEATHING ON 2X100 1611 OIG q.5" OPEN JOIST @ 16" OIG W/R-38 BATT INSULATION 3/4" PLYWOO GLUE + NAIL BOTH 51 DE O LOAD POINT, TYP. VENTED SOFFIT FLOOR/GEILING GONSTRUGTION: HARDWOOD FLOOR ON 3/4" PLYWOOD SUBFLOOR ON 12" OPEN J015T @ 16" 0/G EXTERIOR WALL GONSTRUGTION: W/R-30 BATT INSULATION 4" FAGS BRICK 5/8" TYPE 'X' GYP. BD. GLC. W/QALY. STD. WT. BRIGK TIES @ 16" OIG E.W. " AIR SPACE TYVEK HOUSE WRAP 3 I/2" X 18" POWER BEAM 3/4" EXTERIOR PLYWOOD SHEATHING 2X4@ 16 11O/G W/SPARY FOAM IN5LATION 3 I/2" X 14" POWER BEAM 5/8" TYPE 'X' GYPSUM BOARD L 6X4X5/16 LEG BOLTED TO O SOLID BLOGKI NC POWER BEAM @ 24" OIG @ 4' MAX., TYP. 4" (4,000 P.5.1.) GONG. W/6"X6", NIA, W1.4 W.W.M. RE I NF. ON 1 1/2" H . CALV. 20 CCA. B DECK (INV.) ON W 12 X 16 BEAMS -15' X Q.5" POWER BEAM 1/4" PER FOOT SLOPE — — — — — — 4" (4,000 P.5.1.) GONG. W/6"X6", KA 1.4 W.W.M. RE I NF. ON 6 MIL VAPOR RETARDER ON 6" GRAVEL BASE \\; Ir, rQVEfR Y '" /=7 -!s<_r�til.-l_' %;,. �!�•j� IT 2" FOOTING :s Y fi 7 `x.11,�_✓#.- r'f r , ri;: W/(5) #5 BARS GOVT. FOUNDATION DRAIN 24"X12" FOOTING ;: `- < r. 4" PERFORATED '' ` " W/(3) #5 BARS CONT. _, . 9- %-�-r'-X.r'-J is.- _�s-' l��-.3?� 36"X12" FOOTING SEC--.,., Tl0N A W/(5) #5 BARS CONT. I. ALL SILL PLATE GONTAGT WITH GONGRETE FOUNDATION TO BE PRESSURE TREATED OR EASTERN RED CEDAR AS/R320 2. INSTALL TERMITE BAITING SYSTEM ALONG BUILDING PERIMETER AND MAINTAINED AGGORD I NC TO THE LABLE AS/R320.1 -F NO. DATE REMARKS REVISIONS Li GEORGE K. JENG, ARCHITECT 56" H. GUARD 28 SCHOOL STREET, PORT WASHINGTON, NY 11050 W,/INTERMEDIATE RAILS (71a) 45ci-oa15 FAX: (715) 45G-6165 @ 4" OIC, A5/R312 36" H. GUARD (516) 8e3-1420 EMAIL:6E0R6E®.laJ6ARGHITE6T.G0M 71HE5E PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARGHIITEGT,INFRN6EAM5 " HILL BE PROSECUTED. •` ', GONTRACTOR SHALL VERIFY ALL 5.5" X 14" POWER BEAM Arra BERSPONSSIIBLEFOR FIELD FIT AND GUANITITY OF WORK. L 6X4X5/16 LEC BO TED TO NO ALLOHANGE5 SHALL 13E MADE ; POWER BEAM @ 24" OIG IN BEHALF OF:THE CONTRACT FOR ANY ERRDR5,OM155 NOR NE6LEGT'ON HI5 PART. O I PROPOSED NEW BUILDING FOR: DROUZAS RF-51 r F)FNC E LOGATBD AT: 54120 M I DDLt= ROAD S0 T D, NY -1.5" X q.5" POWER BEAM SEGTION: 52 L 6X4X3 8 LEO BOLTED TO BLOCK: 2 ` POWER BEAM @ 24" OIG LOT: 20.1 SEGTIONS 4" (4,000 P.5.I J GONG. W/6"X6", NIA, NIA W.W.M. RE.I NF. ON 6 MIL VAPOR RETARDER ON DATE . DRAWI I-8-15 NG NO. 6" GRAVEL BASE 1/4" PER FOOT SLOPE %\/�\,//ice\\�%:%� ,• SCALE: 1/411_11—O" t s -+Ix .i-g, f-'fd r;+ ,-a a s r •r St,; .";; ' DRAWN.. J I J . `Oc SEC,710N 5 _ CONT. NO.. J 48ci REFER TO SEGTION A-A FOR PARTS NOT LABELLED VENTED SOFFIT I I FIN. hat FL. OPEN JOINT WEEPS 24" OIG HORIZ. 2 GOURSE5 ALTERNATE FOUNDATION CONSTRUCTION m B I TUM I NOUS DAMP PROOF I NO % 10" GONG. FOUNDATION W/#4 ca 16" OIG E.hl. E.F. r- 2" MTL_. STUDS @ 16" O/G W/2" FIGID INSULATION FIN. CELLAR rp 5 E T 10 N C _ C 1/411 _ 1 I-OII REFER TO SEGTION A-A FOR PARTS NOT LABELLED NO. DATE REMARKS REVISIONS i. GEORGE K. JENG, ARCHITECT 28 5GHOOL STREET, PORT WASHINGTON, NY 11050 ('70) 45cf-0815 FAX: (`118) 45G-6165 (516) 8863-1420 E MAIL:6E0R6I5@ 1%ARGHITEGT.GOM THE5E PLANS.ARE AN INS TRllN1ENT OF SERVICE AND ARE THE PROPERTY �. �..• OF THE ARGHIITEGT INFRINGEMENTS HILL BE PR05)EGUfE9. a.• M 4 GONTRAGTOR SHALL VERIFY ALL r i� FIELD GONDITION5 AND DIMEN5ION5 ' AND BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF HORK. NO ALLOHANGE5 SHALL BE MADE IN BEHALF OF THE CONTRACT FOR ANY ERRORS,OM1551 — NOR NE61-EGT ON HI5 PfC12T. I CS PROP05ED NEW BUILDING FOR: DROUZAS RES I DENGt= LOGATED AT: 54120 M I DDL= ROAD SOUTHOLD, NY 5EGTION: 52 BLOCK: 2 LOT: 20.1 SEGTIONS DATE: I-8-15 DRAWING NO. SGA E: _ - / L - - - 1 4 / - O 1 1 �. T, x A-502 DRAWN: J I J SEGTION D I/4 11 IO_ I_ 11 CONT. NO.. J4g�i - REFER TO SEGTION A-A FOR PARTS NOT LABELLED TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS NUMBER AND TYPE OF DESCRIPTION OF BUILDING ELEMENTS FASTENERa•h•O SPACING OF FASTENERS 3/4" EXT. PLYWOOD SHEATHING Joist to sill or girder,toenail 3-8d(21/2"x 0.113") - ` 1"x 6"subfloor or less to each joist,face nail 2-8d(2'/2"x 0.113") - 4" =AGE BRICK 2staples, l3/4' - 2 X 4 @ 16" OIG-- 2"subfloor to joist or girder,blind and face nal 2-16d(31/2"x 0.135") - ea,p,mme io.m Sole plate to joist or blockir:g,face nail 16d(3'/2"x 0.135") 16"D.C. W/SPRAY FOAM INSULATION M�'Y' °°° Top or sole plate to stud,end nail 2-16d(3 /2"x 0.135") GALS/. STD. WT. BRICK TIES :9�'°°"m 1 2-16d(3 /2"x 0.135") 5/8" GYP. BD. ® 16 O G E. Stud to sole plate,toe nal 3-8d(�1/�"x 0.113")or - A34 LTP4 ! Double studs,face nal � lOd(3"x 0.128"} 24"D.C. Double top plates,face nal 10d(3"x 0.128") 24"D.C. 2 X 4 _SILL PLATE Sole plate to joist or blocking at braced wall panels 3-16d(31/2"x 0.135") 16"o.c. Double top plates,minimum 24-inch offset of end joints, 8-16d(31/2"x 0.135") (PRESSURE TREATED OR _ face nail in lapped area EASTERN RED GEDAR) 1" AIR PAGE "•u�� Blocking between joists or rafters to top plate,toe nail 3-8d(2'/2" x 0.113") - LTP4 1 Rim joist to top plate,toe nail 8d(21/2"x 0.113 ) 6"o.c. HARDWOOD FINISHED FLOOR - Top plates,laps at corners and intersections,face nail 2-1Od(3"x 0.128") TYVEK 140USE WRAP ,N Built-up header,two pieces with 1/2"spacer 16d(3112"x 0.135") 16"D.C.along each edge 3/4" P-YWOOD SUBFLOOR--\ Continued header,two pieces 16d(3'/2"x 0.135") 16"o.c.along each edge Ceiling joists to plate,toe nail 3-8d(21/2"x 0.113 Continuous header to stud,toe nail 4-Sd(21/2"x 0.113 l _ ") - 5/&"(P ANCHOR Ceiling joist,laps overartitions,face nail TYi= . RAFTER/R 1 M CONN. N.T.S.N•T•S• Ceiling joist to parallel rafters,face nail 3-1Od(3"x 0.128")12 ' OPEN JOIST / Rafter to plate,toe nail 2-16d(31/2"x 0.135") - W/R38 INSULATION 1"brace to each stud and plate,face nal 2-8d(21/2"x 0.113") - 2 staples, 13/4" -y 2-8d(2'/2.'x 0.113") � %/ 1.5"X�.S'I fi�OWER BEAM 1"x 6"sheathing to each bearing,face nail 2 staples, 13/4° 5/&" OYP. BD. ' T ' ' // 2-8d(21/2"x 0.113") 1"x 8"sheathing to each bearing,face nail 3 staples, 13/a MOTAR MET - - " FLA5H I N(� l;'I l Wider than 1"x 8"sheathin„to each bearing,face nail 3-8d(21/2"x 0.113 4staples, 13/4,, ` Built-up corner studs 10d(3"x 0.128") 24"o.c. 1 Nail each layer as follows: 32" D.C. at top " "h l girders and beams, Built-up 2-inch layers 10d(3x 0.128 ) and bottom and staggered. Two gg nails at ends and at each splice. Y��%� 2"planks 2-16d(31/2"x 0.135") At each bearing � ji Roof rafters to ridge,valley or hip rafters: toe nail 4-16d(31/2'x 0.135") - ° face nal 3-16d(31/2'x 0.135 Rafter ties to rafters,face nail 3-8d(21/2")<0.113") Collar tie to rafter,face nail,or 11/4"x 20 gage ridge strap 3-10d(3" ��\ \ - I 1 Wood structural panels,subfloor,roof and wall sheathing to framing,and particleboard wall sheathing to framing common ° j 5/16 1/2 6d 8d common`(21/21l3")nail(subfloor,x 0.131")nal(roof)f wall) 6 129 a4 /32"- 1 8d common nail(21/2"x 0.131") 6 129 P•'r 11/8„_ 1'/4" l Od common(3"x 0.148")nal or 8d(21/2"x 0.131")deformed nail 6 12 e•b,• •o 4 Other wall sheathingh 2" R.I OI D INSULATION A �,/ Gam( }� I /� /� /� /� ��- 1/2" structural cellulosic fiberboard sheathin 11/2"galvanized roofing nail 8d common T I F• SHEAR FA EL © l./ARAOE DOOR 25 g (21/2"x 0.131")nal;staple 16 ga., 11/2"Ion- Q /32"structural cellulosic fiberboard sheathin 13/4: galvanized roofing nail 8d common g (21/2"x 0.131")nail;staple 16 ga., 13/4"long 3 6 a N.T.S. 1 d 11/2"galvanized roofing nail; /2"gypsum sheathing 6d common(2"x 0.131")nal;staple galvanized 4 8 11/2"long; 11/4"screws,Type W or S 5 d 1 /4"galvanized roofing nail; /g gypsum sheathing 8d common(21/2"x 0.131")nail;staple 4 8 galvanized 15/g"long; 15/g"screws,Type W or S Wood structural panels,combination subfloor unierlayment to framing 3/4"and less 6d deformed(2"x 0.I2)")nail or o 8d common(21/2"x 0.131")nail 6 12 i ° 7/ 1 8d common(21/ "x 0.131")nail or $ 8d deformed(23/2"x 0.120")nail 6 12 / .01 11/8.. 11/4, 1O common(3"x 0.148")nail or ABU" a . 8d deformed(21/2">,0.120")nail 6 12 r r- lksi For SI: 1 inch=25.4 mm,1 foot=304.8 mm,1 mile per hour=0.447 m/s; =6.895 MP= OPEN JOINT 1^!�CPS a. All nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing and sheathing connections shall have minimum / (924" OIG HOR I Z. ,•�„ ;?° average bending yield strengths as shown:80 ksi for shank diameter of 0.192 inch(20d common nail),90 ksi for shank diameters larger than 0.142 inch but 4" (3,000 P.5.1.) GONG. W/6"X6",, 2 COURSES ALTERNATE not larger than 0.177 inch,and 100 ksi for shank diameters of 0.142 inch or less. � TE • ,� b. Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width. a W1.4, W1.4 W.W.M. REINS. ON �,I _ c. Nails shall be spaced at not more than 6 inches on center at all supports where sans are 48 inches or greater. p g 6 MIL VAPOR RETARDER TY F. D E G K F 0 5 T G O N N. N•� S I d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). a f. For regions having basic wind speed of 110 mph or greater,8d deformed(21/2"x 0.120)rails shall be used for attaching plywood and wood structural panel GRADE roof sheathing to framing with:m minimum 48-inch distance from gable end walls,if mean roof height is more than 25 feet,up to 35 feet maximum. \���/� \ •�.� g. For regions having basic wind speed of 100 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 I� II inches on center.When basic windspeed is greater than 100 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on C o - /10 GONG. FOUN P gP g PP 6 ORA VEL BAC v_ o v / / center for minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. d \ h. Gypsum sheathing shall conform to ASTM C 79 and shall be installed in accordance with GA 253.Fiberboard sheathing shall conform to ASTM C 208. B I TUI'I I NOUS DAMP PROOF I NCC oO 0 oO o oO �/ / / / //X// i. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at all floor perimeters /�� /�` /�� /�� only.Spacing of fasteners on roof sheathing panel edges applies to panel edges supported b framing members and required blocking.Blocking of roof or I, \ \ Y• P e g P g PP P g PP Y e 9 4 16 OIG E.N. E•F F. \ floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code.Floorperimeter oO o o� p> oO j �� �� �� �� \� �� / shall be supported by framing members or solid blocking. \4 PERFORATED FOUNDATION DRAIN \ NO. DATE REMARKS 0 oO o 0 oO 6 v v_ oO oO > o \ \ \, 0 o OEOTEXTILE FABRIC REVISIONS Go NCO-)- o \ �\ COVER. ° d d \/°- ° o ` oo EDGES OF GEORGE K. JENG ARCHITECT BRACED EDGES OF r.O a ` O O vO WALL PANELS BRACED WALL ALIGN. I I PANELS HOLD DOWNS USE (a)WHEN. 28 SCHOOL STREET PORT WASHINGTON NY 11050 I I EDGE NAIL I , , ALIGN. L 1 SHEATHING USE(a)WHERE THEY ALIGN. TO BRACED _ (718) 45q-0815 F=AX: (718) 4501-6165 WALL PANEL END POST 1.2 " M IN. DWITH OWN,OLD BRACED WALL (516) 8b3-1420 EMAIL:6E0R6E@EN6ARGHITEGTGOM I� TYPICAL. •I SINGLE STORY PANEL� 1 `.':>': I - HOLD DOWN I• '' l'I THESE PLANS ARE AN IN5TRUMENT OF FORCE TOP STORY I I I SINGLE STORY 5ERVIGE AND ARE THE PROPERTY r: HOLD DOWN OF THE ARCHITECT,INFRINGEMENT5 11 BOTH HOLD I FORCE-TOP WILL BE PR05EGUIED. ` BRACED WALL I' .::';: DOWNS ON STORY PANEL I i:i:: SAME POST I CONTRACTOR 5HALL VERIFY ALL 1• BRACED WALL OR STUD I PANEL FIELD 0ONDITION5 AND DIMENSIONS •'...-... TOP AND BOTTOM I AND BE RE51PON51BLE FOR FIELD CUMULATIVE _ SINGLE STORY FIT AND QUAkNTITY OF HORY. a s HOLD DOWN I I I HOLD DOWNNO ALLOWAh1G�,51IAI L BEM DETA I L I - - FORCE r MIDDLE STORY I I I MIDDLE STORY IN BEHALF OF THE GONTRAGT FOR ANY ERRORS,OMISSIONS, w, �,� '. . � ;•' , NOR NE&LEGT ON HI5 PART. lu Ii OII I I•..... BRACED WALL I 1 PANEL BRACED.WALL .;•..,, . I• I PANEL CUMULATIVE '` I I I SINGLE STORY HOLD DOWN , 4.. 4 , HOLD DOWN PROPOSED NEW BUILDING OFOR: BOTTOM STORY (a) (b) RTTOM STORY DRO( I Z A G R�C�I D TEN G� (a)Braced wall panels stacked(aligned story to story).Use cumulative hold down force. LOCATED AT: J (b)Braced wall panels not stacked.Use single story hold down force. 54120 4I2O M I ��L 1__ RO FIGURE R703.7(1) HOLD DOWNS AT EXTERIOR AND INTERIOR BRACED WALL PANELS WHEN USING STONE OR MASONRY VENEER SOUTHOLD, NY SEGTION: 52 BLOGK: 2 LOT: 20.1 DETAIL DATE: I-8-15 DRAW I NO NO. SGALE: I1411=1'-OI' DRAWN(: JIJ x--505 CONT. NO. J 4,5q 211-25/411 22'-10" 20'-O" IQ'-211 2'-O" 3'-611 6'-6" 10'-O" 1'-2 3/4" 2'-8" 161_0" 41_2" 2'-O" 161_0" 2'-0" 2'--7" 5'-0" 4'-0" 5'-O" 2'-7'1 O O 1 r - - - - - - --- - - - - - - - - -- -- - - - - - J L- - - - - - - - - -- -- --- - - J 0 - OQ I -- -- - - - - - -- -- - - - - - - - - - - - - - I O �J4 i i -- -- - I i i# I I - - X X 9 1 1/2' H. GAL\/. 20 OA. B DEGK (IN\/.) I Im N 1 � v _ _ L2 L2 1r < 1 � � W 12 X Ia - - I - ---- - - - - - -- -- - - - -- - - - - 1 X X X I ALT.: 7" X II 8" POWER BEAM L 1 1 1 N N I N - I I -- -- - -- -- -- - -- -- -- - - - � I O II N 1 I 11 X � I x 1 I i I 1 I I lb -6 -1 811 1 q1-2 11 1 L I I 1 j l I N I N 11 I 221-1 1/2" 1 I O _ 1 I IIf I I LL - - - _ N tx �{(i = I I r- + + J II �� N I i i F- - -I �- I H 18 1 0 1 I W 12 X 14 I - -, i - -- 1� \��j1 -- -� I I d N W 12 X 30 1 1 W 12 X 30 1 I Ln N - I O ---�— - - -+- - - + - - - 1 . 1 X I I O I I _ ALT.: 5.5X-7.J25 I O I � I I I _ PWER BEAK- 2 X @16" OIG EAD2X8@16" O/G m 2 8 16" O/C I I 16 -2 3/8 11 61-4 3/4 13 -o I/4 12 -4 0 121-4 5/011j N O E _ - 1 -- -- - - -- -- - - - - - - - NO. DATE REMARKS - X - - - - - _ - - - # - - - - 1 I D I � , .r _1 N �— — I -g5>7 N I m i I -3O REV I SIGNS ALL DEGK POST PR SSURE TREATED 4X41 m I I _ X d) 60'_4 ' m ALL DEGK BOARD RESSURE TREATED IX6 _ I = ►- , ; GEORGE K. JENG ARCHITECT —j I L(� I I I I - I I 1 28 SCHOOL STREET, PORT WA5HINOTON, NY 11050 cr N I XIt I I - -- - -- -- X �-- -- - - - -- -- -- - - -- _- - - -- - - -- -- -J I 018) 45a-0815 FAX: (`718) 45q-6>16>5`p 1 5.5" X q.5" POWER BEAM 5.5" q.5" POWER BEA I (516) 883-1420 EMAIL;6EOR6E@JI36AR.GHITEGT.GOM T4E5E PLANS ARE AN INSTRUMENT OF L L6X4X5/16X6'-4" L 6X4X3/BXcf'-4" 5ERVIGE AND ARE THE PROPERTY' - -- J OF THE ARCHITECT,INFRIN6EMENT5 HILL BE PR05EGUTED. j GONTRAGTOR SHALL VERIFY ALL FIELD GONDITIONS AND DIMENSIONS L 2 L 2 L 2 L 3 L 3 L 2 L 2 L 2 AND BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF HOW. l R, NO ALLOHANGES SHALL BE MADE/ /. O IN BEHALF OF THE CONTRA `._ CID m Im FOR ANY ERRORS,OM15510N5,NOR NE6LEGT ON H15 PART. PROPOSED NEW BU I LD I N& FOR: 101_011 101_011 1'-2 3/411 21_81 51_011 I '-4" 51_011 11_41 51_011 11_81 21-01 1 51_011 1-4 ' 5'-011 1_4 51_011 21_811 21_011 PROUZAS RES(DENC f= LOGATED AT: 211-25/411 62'-011 54120 MIDDLE ROAD SOUTHOLD, NY SEGTION: 52 BLOGK: 2 LOT: 20.1 FOUNDATICN/FIRST FLOOF� A I FLAN /411 I1_O_ „ FOUND./1st FL. FRAMING PLAN BOTTOM OF FOOTING 3'-O" BELOW ADJAGENT FINISHED GRADE MIN., TYPICAL DATE: I-8-15 DRAWING NO. ALL GONGRETE TO BE 4,000 P.S.I. PERIMETER FOOTING TO BE 5' X I' W/(5) #5 REBARS CONTINUOUS SCALE: 1/4"-1'-0" 4" SLAB ON GRADE W/6" X 611, W1.4, W1.4 W.W.M. REINFORGING, TYPICAL 5- 101 ALL SLABS TO SLOPE @ 1/4" PER FOOT TOWARD EXTERIOR, TYPICAL ALL FRAMING LUMBERS TO BE DOUGLAS FUR, NO. 2 AND BETTER, TYPICAL U.O.N. DRAWN: J I J ALL SILL PLATES TO BE PRESSURE TREATED LUMBER OR EASTERN RED CEDAR ALL ENGINEERED TRUSSES TO BE OPEN J01 ST BY UNIVERSAL FOREST PRODUGTS, INC. CONT. NO. -J 48 ci ALL ENGINEERED GIRDERS TO BE POWER BEAM BY ANTHONY FOREST PRODUGTS GO. ALL DEGK FRAMING LUMBERS TO BE PRESSURE TREATED, TYP I GAL 62'-O" 22'-10" 201_0" Iq'-211 21-0" 2'-Q ,, 16'-O" -1,_ 1 21_/,1 „ /,_O„ 1,_ „2,_/11 3,_/11 ,_-�„ 51_0„ 41_011 51_011 21_-i„ � m CQm vm O m w r I I I d- L6X44" /G ,1 ,1 LT. 14 X 2 - N p „ L I /PLA E -7"X5/I LZI \ _ I 3 I/2 X 18 POWER BEAM TOP + � O �t 3 1/2" X 14" POWER BEAM OTTOM J I 11 X J L 6X4X5/16 LEG BOLTED TO POW R BEAM @ 24 OIG L 6X4X /16X1 4 -1 - - ALT.: W 16 X 26 /PLATE X5/16 # (NN cv 0 N N I I m N Xlz - m N d I r I L 2 I L 2 d- � 1 m — EL+14.0 N 1 7" X 1 I -1/ " POWER BEAM I - - - � N `p X d) It I Ln v � _ r I OPE TO EL W = _I — W N `01 N I 0 1 # r I 3 1/2" X 11 7/8" X I ( 0 = Ln POWER BEAM 11 11 X m Q - 1/2 X 11 -1/8 PO RBE dJ N IY •� _ — � 1 � _ j 2 Q 1 � I m d) # D NO. DATE REMARKS -30 - - X�- - - - X - - - X1 REVISIONS X — 1 - - GEORGE K. JENG, ARCHITECT 28 SCHOOL STREET, PORT PgA5HINOTON, NY 11050 I ("118) 45q-0815 FAX: (`118) 45q-6165 d) (516) 883-1420 E MAIL:6E0R6E®.E%ARGHITEGTL0M I THESE PLAN5 ARE AN INSTRUMENT OF 5ERVIGE AND ARE THE PROPERTY OF THE ARCHITECT,INFRINGEWNT5 WILL 13E PRO5ECUTED. f, GONTRAGTOR SHALL VERIFY ALL FIELD GONDITIONS AND DIMEN51045 L2 L 2 L2 AND BE RE5PONSIBLE FOR FIELD' FIT AND QUANTITY OF WORK. NO ALLOWANGE5 5HALL EIE MADE w r. a' IN BEHALF OF THE GONTRAGWIkFOR ANY v ERT NOR NE6LEGONSH15 PART. 1 1 1 PROPOSED NEW BU I LD I NO FOR: q 1-011 51-011 141_611 51_0" 141_611 51-011 q 1-01' DROUZAS RES 1 DIENGE LOGATED AT: 54120 MIDDLE ROAD SOUTHOLD, NY 21- " SEGTION: 52 BLOGK: 2 LOT: 20.1 2nd FL. FRAMING PLAN FLOOR FfRA � I NO FLAN 11115E (f__-/ 0ND DATA: I-B-IS DRAWING NO. I/4 - I O 5t FL. EL+16.67 SCALE: DRAWN: J I J 5- 102 GOVT. NO. J 4 g ci 62'-O" 22'-10" 20'-0" Iq'-2" 21-811 5'-011 4'-011 5'-011 51-011 21-611 11 31_611 21-611 8'-011 21-611 3'-611 2 _111 5'-011 4'-011 51_011 21--ill LI LI I I I O L2 L2 LI v �t I pI I I L 6X4X5/16X6'-4" v I v # I OI II 01 N N - - m © p L2 L2 NII I OI N N -7 X q 4" P HER BEAM - lyrNILT7 X 18 O lf� N Qn � x XI _ II XI OI OI d- `p # O N OI � OI mll � is X = p m # I N i I m `o - _1 # N # w XI dX XI II d p O I _ — N X N v dx X L-A N N —� m Im I� �w _ \Z- 11 _ Li � I NII �I N m X X d- — N J x O O m X _ _ � _OI lz SII _OI II O N N # Q N D IY N DY N �_ D NO. DATE REMARK5 N I _ 11 # REV'151ON5 GEORGE K. JENG, ARCHITECT 28 5GHOOL STREET, PORT wA51-1INOTON, NY 11050 (718) -45ci-0815 FAX: (7180 45q-6165 (51 h) 1883-1420 E MAIL:6E0R6E®.1EN6AR6HITEGTGOM T/ - - - I THESE PLNS AARE AN IN5TRMENT OF 5ERVIGE AND ARE THE PROPERTY OF THE ARGHITEGT,INFRIN6EMENT5 HILL BE PR05EGUTED. O GONTRAGTOR SHALL VERIFY ALL O L 2 L 2 L 2 FIELD GONIDITIO%AND DIMEN51oN5 -' a AND BE RE5PON51BLE FOR FIELD i" ' ' FIT AND allAKITY OF HORK. NO ALLOW ANDES SHALL BE MADE ,ori iy n ON IN BEHALF OF THE CONTRACT f; FOR ANY ERRORS,OM1551 (n to NOR NE6LEGT ON HI5 PART. PROPOSED NEW BUILDING FOR: 5 _011 14'-6" 5_011 14'-6" 5'-0" q'_O•' DROUZA5 RE51 C)EN F- LOGATED AT: 23'-0" 16'-O" 23'-0" 54120 M I DDLrz ROAD SOUTHOLD, NY 62'-O" SEGTION: 52 BLOGK: 2 LOT: 20.1 ATTIC FRAMING PLAN ATTI (f--./ F IN5 F1/411 - DATA: I-B-IS DRAWING NO. - 11-011 DRANN: J I J S_ 10� CONT. NO. _J-48q 621-0'1 221_1011 201_0" Iq'-211 81_�f II 21_611 5 1_ci1l LI I I X 10 © I&- I cv +/p X N I I I I O I +110 I �Q 0 I C) v � O 2X10 16 OIG `9 CD3 N X N II II _ X 10 ©_1611 O/G _ I I - 0 I _I D \0 D NO. DATE REMARKS p REVISI ON5 ° GEORGE K. JENG, ARCHITECT X I 2 X 10 © 1611 0/G I 2 X 10 @ 16'1 0/G I 2& 50HOOL STREET, PORT 1^IA5HINOTON, NY 11050 (718) 45G-0815 FAX: (T I b) 45G-6165 (516) 883-1420 E MAIL:6E0R6EI JE%ARGHITEGT.GUM THESE PLAN5,ARE AN INSTRUMENT OF 5ERVIGE AND ARE THE PROPERTY OF THE ARCHITECT,INFRIN6EMENT5 A`t HILL BE PROSECUTED. GONTRAGTOR SHALL VERIFY ALL L I FIELD GONDITION5 AND DIMEN51ON5 AND BE RE5PON5I5LE FOR FIELD FIT AND QUANTITY OF HORK. O O O NO ALLOWANCE5 5HALL BE N <` f IN BEHALF OF THE CONTRACTOR L ;'w•`. "?� rye ' 1 NOR NE6LEG5T ON H SFOR ANY , MPART�` ' �` �� :. "• �" PROPOSEDNEN BUIIILDINO FOR: 2ci1_ci11 21_611 2r}1_cl11 DRVVceV REV I DE V CE LOGATED AT: 54120 MIDDLE ROAD SOUTHOLD, NY 621-011 SEGTION: 52 BLOGK: 2 LOT: 20.1 ROOF FRAM I NC PLAN R OOF M I I FLAN 11 _ 11 DATE: 1-b-15 DRAW I NC NO. /4 — I O SGALE: DRAWN: JIJ CONT. NOS. J48q LEOEND ELF_�TR 1 SAL DOTES DUPLEX OUTLET REGEPTAGLE OUTLETS +18 A.F.F. E5001.2.1 GENERAL PURPOSE REGEPTAGLE DISTRIBUTION 5PAG I NC U.O.N. N EVERY K I TGHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUN ROOM, BEDROOM, OR REGREAT I ON ROOM, REGEPTAGLE:5 SHALL BE INSTALLED SO THAT NO POINT MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE 15 DEDICATED DUPLEX OUTLET 6' FROM A REGEPTAGLE OUTLET. +36 A.F.F. MORE THAN E380I.3 SMALL_ APPL I ANGE REGEPTAGLES U.O.N. N THE K I TGHEN, PANTRY, BREAKFAST ROOM, DINING ROOM OR SIMILAR AREA OF A DWELLING UNIT, THE TWO OR MORE 20-AMP SMALL-APPL I ANGE BRANCH G I RGU I TS REQUIRED BY E3603.2 SHALL SERVE ALL GENERAL USE AND QUAD OUTLET GODUNTERTOP REGEPTAGLES AND THOSE PROV'D FOR REFRIGERATION APPLIANCES. 4 +18" A.F.F. U.O.N. E3801.4.1 WALL GOUNTERTOP 5PAGE A REGEPTAGLE OUTLET SHALL BE INSTALLED AT EACH WALL GOUNTERTOP SPACE 12" OR HIDER. REGEPTAGLE p LOW VOLTAGE OUTLETS SHALL BE INSTALLED SO THAT NO POINT ALONG THE WALL LINE 15 MORE THAN 24" HORIZONTALLY FROM COMMUN I GATI ON OUTLET A REGEPTAGLE OUTLET IN THAT 5PAGE. +24" A.F.F. E3801.4.2 ISLAND GOUNTERTOP SPACES AT LEAST ONE REGEPTAGLE OUTLET SHALL BE INSTALLED AT EACH ISLAND GOUNTERTOP SPACE WITH A LONG U.O.N. DIMENSION OF 24" OR GREATER AND A SHORT DIMENSION OF 12" OR GREATER. $ SWITCH E380I.4.3 PENINSULAR GOUNTERTOP 5PAGE AT LEAST ONE REGEPTAGLE OUTLET SHALL BE INSTALLED AT EACH PENINSULAR COUNTERTOP SPAGE WITH A LONGS 3-WAY SW I TGH DIMENSION OF 24" OR GREATER AND A SHORT DIMENSION OF 12" OR GREATER. 2 X 2 PARABOLIC, 64 WATTS E3801.5 APPL I ANGE REGEPTAGLE OUTLETS APPL I ANGE REGEPTAGLE OUTLETS INSTALLED FOR SPEC I F I G APPL I ANGES, SUGH AS LAUNDRY EQUIPMENT, SHALL BE INSTALLED FLUORESCENT GRID MOUNT 1 TH I N 6' OF THE INTENDED LOCATION OF THE APPL I ANGE. TROFFER FIXTURE W E5&OI b BATHROOM A PENDANT FIXTURE AT LEAST I WALL REGEPTAGLE OUTLET SHALL BE INSTALLED IN BATHROOMS, WITHIN 36" OF THE OUTS 1 DE EDGE OF EACH LAVATORY BASIN, ON A WALL OR PARTITION THAT 15 ADJAGENT TO THE LAVATORY BASIN LOCATION, OR INSTALLED ON THE SIDE OR FACE OF C �-� GOVE LIGHT THE BASE GABINET NOT MORE THAN 12 BELOW THE COUNTERTOP. N/4' 25 WATTS T5 STRIP E3801.7 OUTDOOR OUTLETS AT LEAST ONE REGEPTAGLE OUTLET THAT 15 AGGE55I BLE WHILE STANDING AT GRADE LEVEL AND LOCATED NOT MORE THAN 6 -6 ABOVE GRADE, SHALL BE INSTALLED OUTDOORS AT THE FRONT AND BACK OF EACH DWELLING RECESSED GE I L I NG MOUNT �� LED FIXTURE UNIT HAVING D I REGT AGGESS TO GRADE. BALLON I E5, DECKS AND PROGHE5 THAT ARE AGGESS I BLE FROM INSIDE AND THAT HAVE A USABLE AREA OF 20 S.F. OR GREATER SHALL HAVE AT LEAST ONE REGEPTAGLE OUTLET C:D--C 4' FLUORESCENT SHOP LIGHT WITHIN THE PERIMETER LOCATED NOT MORE THAN 6-6" ABOVE THE BALCONY, DEGK OR PORCH SURFAGE. W/(2) 32 WATTS T,5 BULBS E3801.8 LAUNDRY AREAS EXTERIOR WALL LIGHT AT LEAST I REGEPTAGLE OUTLET SHALL BE INSTALLED TO SERVE LAUNDRY APPL I ANGES. 26 WATTS LED FIXTURE E3801.q BASEMENTS AND GARAGES AT LEAST I REGEPTAGLE OUTLET, IN ADDITION TO ANY PROV'D FOR SPEG I F I G EQUIPMENT, SHALL BE INSTALLED IN EACH BASEMENT 0 JUNGTI ON BOX AND IN EAGH ATTACHED GARAGE. E3801.10 HALLWAYS THERMOSTATO HALLWAYS OF IO' OR MORE IN LENGTH SHALL HAVE AT LEAST ONE REGEPTAGLE OUTLET. +54„ A.F.F. OGOMBINATION SMOKE + C/O DETEGTOR GROUND-FAULT AND ARG-FAULT G I RGU I T-I NTERRUPTER PROTEGTI ON HARD HIRED + I NTERGONNEGT E5b02.1 BATHROOM REGEPTAGLES ALL 125-V, SINGLE-PHASE, 15- AND 20-AMP REGEPTAGLES INSTALLED IN BATHROOMS SHALL HAVE r\-71 PANASONIC, VARIOUS SPEED GROUND-FAULT GI RGU I T-INTERRUPTER PROTEGTI ON FOR PERSONNEL. L y 50-150 CFM EXHAUST FAN E3b02.2 GARAGE AND AGGESSORY BUILDING REGEPTAGLES /LIGHT ALL 125-V, SINGLE-PHASE, 15- OR 20-AMP REGEPTAGLES INSTALLED IN GARAGES AND GRADE-LEVEL PORTIONS OF UNFINISHED AGGESSORY BU I LD I NGS USED FOR STORAGE OR WORK AREAS SHALL HAVE GROUND-FAULT G I RGU I T-II NTERRUPTER PROTEGTI ON FOR PERSONNEL. E3802.3 OUTDOOR REGEPTAGLES ALL 125-V, SINGLE-PHASE, 15- AND 20-AMP REGEPTAGLES INSTALLED OUTDOORS SHALL HAVE GROUND-FAULT G I RGU I T-I NTERRUPTER PROTEGTI ON FOR PERSONNEL. E5a02.6 KITGHEN REGEPTAGLES ALL 125-V, SINGLE-PHASE, 15- AND 20-AMP REGEPTAGLES THAT SERVE GOUNTERTOP SURFACES SHALL HAVE GROUND-FAULT GIRGUIT-INTERRUPTER PROTECTION FOR PERSONNEL. E3a02.7 LAUNDRY, UTILITY, AND BAR SINK REGEPTAGLES ALL 125-V, SINGLE-PHASE, 15- AND 20-AMP REGEPTAGLES LOCATED WITHIN 6' OF THE OUTSIDE EDGE OF A LAUNDRY, UTILITY OR NET BAR SINK SHALL HAVE HAVE GROUND-FAULT G I RGU I T-I NTERRUPTER PROTEGTI ON FOR PERSONNEL. E3802.11 ARG-FAULT GIRGUIT-INTERRUPTER PROTECTION ALL BRANCH G I RGU I T5 THAT SUPPLY 120-V, S I NGLE-PHASE, 15- AND 20-AMP OUTLETS INSTALLED IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, 5UNROOMS, REGREATI ON ROOMS, CLOSETS, HALL WAYS AND SIMILAR ROOMS OR AREAS SHALL BE PROTEGTED BY A COMBINATION TYPE ARG-FAULT G I RGU I T NO. DATE REMARKS NTERRUPTEF' INSTALLED TO PROVIDE PROTECTION OF THE BRANCH G I RGU I T. REVISIONS LIGHTING OUTLETS E3&03.2 HABITABLE ROOMS GEORGE K. JENG, ARCHITECT AT LEAST I WALL SWI TGH-CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. 28 SCHOOL STREET, PORT WASHINGTON, NY 11050 E3803.3 ADDITIONAL LOCATIONS (11a) 455-0515 F=AX: (118) 45q-6165 AT LEAST I WALL SWI TGH-GONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN HALLWAYS, STAIRWAYS, a ATTAGHED (516) 585-1420 EMAIL:6E0R6E®.EN6ARGHITEGTf4M _ GARAGES. AT LEAST ONE WALL-SWI TGH-GONTROLLED LIGHTING OUTLET SHALL BE INSTALLED TO PROVIDE ILLUMINATION THE5E PLAN5 ARE AN ON THE EXT. SIDE OF EAGH OUTDOOR EGRESS DOOR HAVING GRADE LEVEL AGGESS. WHERE ONE OR MORE LIGHTING OUTLETS 5ERYIGE AND TARE THE PRo�TY� ARE INSTALLED FOR INTERIOR STAIRWAYS THERE SHALL BE A WALL SWITGH AT EAGH FL. ELEVEL AND LANDING LEVEL THAT of THE ARGHITfEGT,INFRINGEMENTS HILL BE PR05EGUTED. •s ; i NGLUDE5 AN. ENTRYWAY TO GONTROLL THE LIGHTING OUTLETS WHERE THE STAIRWAY BETWEEN FLOOR LEVELS HAS 6 OR MORE GONTRAGTOR 5HALL VERIFY ALL FIELD GONDITICJNS AND DIMEN5ION5 RISERS. AND BE RE5PON51BLE FOR FIELD FIT AND QUANTITY OF HORK. NO ALLOHANGE5 5HALL BE M IN BEHALF OF THE �;,<u. • ... FOR ANY ERROR5, ON5, NOR NE6LEGT ON HI5 PART. PROPOSED NEW BUILDING FOR: DROUZAS REE( DENCE LOCATED AT: 54120 MIDDLE ROAD SOUTHOLD, NY SECTION: 52 BLOCK: 2 LOT: 20.1 ELEGTRIGAL NOTES + LEGEND DATE:: 1-0-15 DRAWING NO. SCALE: 1/4” = I'-O" DRAWN: J I J CONT. NO. __148q 62'-O'1 22'-10" 201_0" 21-all I 1_O 11 41_211 21_011 161-011 21-011 21-111 51_011 41-0 it 51-011 21-111 m CID v m �j- O I I I I d- n I O I N � II I II � II I i II I II J � II L r I u E- -D- I-1 � ISI I I I I O II II -I C ARAOE ABOVE I I 18' 1/2° I Cl 1_211 19 II II A I � II D- C) -O O -' ---- ------- II I C)-------------------------------- - I II U p- LL LU � II Id II _ _ U II m I'D I� n= I I 19 II II 16'-2 3/8" &W-4 3/4" 131-0 11411 121-411 121-45/511 I 1 \ / y - II II ISI m UNE I NSHED GELLAR I I� N NO. DATE REMARKS D _ J II D ISI N 11 -30 REVISIONS 601-41 I '\ ,/ ► I , I GEORGE K. JENG, ARCHITECT 28 5GHOOL STREET, PORT WA5HINOTON, NY 11050 1 U (`718) 45a-0815 FAX: ('718) 45Q-6165 u -- ---- -- - -- -- - -------- -- '::EE ---- -- - -- -- -- - — (516) 885-1420 EMAIL:6EOR6E@.EN6ARGHITEGTL0M C— �--- B -- $ - - ----� - - - -- -�— � _ E- 3- -- - -- -� -- - -- -- - -- -�— a N THESE PLANS ARE AN IN5TRUMENT OF 5ERVIGE AND ARE THE PROPERTY OF THE ARGHITEGT,INFRINGEMENTS ,y �� ,y �� ,y �� ,y �� ,y �� ,y �� HILL 13EPRG%-GUTED. GONTRAGTOR 5HALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS T AND BE RE5P0N51BLE FOR FIELD f;+ FIT AND QUANTITY OF HORK. NO ALLOWANIGES SHALL BE MADE � `a IN BEHALF OF THE GONTRAGT_ !i CIDfn v FOR ANY ERRORS,OM15510N� `a NOR NE6LEGT ON HIS PART. PROPOSED NEW BUILDING FOR: 21_811 51_011 1-4 51_011 1_41 1_011 11_81 81_011 1_01 81_01 11_811 1_011 '_4 51-0" 11-41 51-0" 2'-811 DROUZAS RESIDENCE LOCATED AT: 621-011 54120 M I DDLF- ROAD SOUTHOLD, NY SECTION: 52 BLOCK: 2 LOT: 20.1 CELLAR ELEGTRIGAL PLAN CELLAR ELE (f--,., TR1 (f,.., AL FLAN 11 _ DATE: I-8-I5 DRf�WINC NO. /4 - 11-011 SCALE: I/4" = I'-O" E -201 DRAWN: J I J CONT. NO. 22'-10" 20'-O" IQ'-2" '-0" (01-011 1 "2x_61 31-611 --711 51_0 ll 41_0 ll 5 1_O ll 21-111 .gym (�1m vm O m � J W 3 Q d- �t- EL+12.0 20'-0 1/2 1 11 I m - n I I N - d) @ u 1 I /�\ /�\ 1 /X\ /x\14 4 EL+14.0 cv OARAOE 1 n �� I I I O d) I H =I ' W 1 O — n I II u N U I LIVINO - - - - - - - - - - J_ J-1_-i O Q DEGK N ° w W. O O N < r LAND./M H. 1 V y N I 10'�� 3/4" + �" jn= 4 o � E_-� ___ __ _�_ _ __�-_ : r O G ATH f(1 t _ - O J \\ 1 1 1 1 I y (Z Illy cv = A D O DINING I I I I BEDROOM I Q 4 NO. DATE REMARKS — — -� — — A — --�— — — — — — --r-+- — — —— — -3o REV II S I ONS loo III II o n X, 1 1® KITCHEN 11 0 11 = GEORGE K. JENG, ARCHITECT IT \\ 1 16'-611 I 01-11 1/211 I I 1 I I O I q'—O" ( GL i i 28 56 HOOL STREET, PORT WA5HINOTON, NY 11050 A III 1 (TI&) '45a-0815 PAX, (`T18) 45q-6165 ® ® �-� — — — —2 (516) aeO-1420 E MAIL:6E0R6E@.EN6AZHITEGTfv11 I — — — —— — —— — — — —— N - THE5E PLAN5 ARE AN IN5T M4ENT OF 5ERVIGE MV ARE THE PROPERTY OF THE APZHITEGT,INFRINGEMENTS y `< HILL BE PR05EGUTED. e p`r CONTRACTOR SHALL VERIFY ALL ! FIELD MUTION5 AND DIMENSIONS " a AND BE RE5PON51BLE FOR FIELD IN FIT AND QUANTITY OF HORK. NO ALLOHANGE5 SHALL BE MADE a. IN BEHALF OF THE GONTRAGTO m m FOR ANY ERRORS,OM15510N5, 1 NOR NE6LEGT ON H15 PART. PROPOSED NEW BUILDING FOR: aI_oil 5I_011 14'-6" 51-Oil 14�_6�� ��_oil ��_O�� DROUZAS RF_51 Dr-NGF_ LOGATED AT: 54120 MIDDLE ROAD SOUTHOLD, NY 21'-6" 62'-O" 2'- SECTION: 52 BLOGK: 2 LOT: 20.1 15t FL. ELEGTRIGAL PLAN �� I � � FLA �, I _ DATE: I-B-IS DRI-WINO NO. FIQST OOR ELE � LI 1/411 _ 11-011 SCALE: I/4" = I'-O" F -202 DRANN: JIJ CONT. NO. _J401:--f 62'-O" 22'-10" 20'-O" 21_811 5,_pil 5I_oll 51_oll I_Ol 21_61111 11 31_6ll 21_611 8I_p,l 21_611 31_6ll 21_711 51_pll 41_pll 51_oll 21_71 m CID v m ESC, PE WIN OW ' 27" 51" (ci. 6 S.F.) E5GAPE��Al DOW I —SILL 30" A.F.F. 27 X 51 ( .5(b S.F.) SILL 30" A.F.F. �r --- -- -- -- _j — O4 II I II -- ESCAPE NINDOVI FAMILY I 27" X 51" P.565 S.F.) c_v 17'-7 I/4" ROOM — II SILL 30" F.F. I " H. GUARDRAIL /INTERMEDI .TE ��� /X� �X\ /X� I 'o) ° I L5 (9 4" APART 5/R312 II m m O t- BEDROOM 211 18'—q -' 12 _p II �>1 � O 4 II OPEN4 GL. I I� BEL j j N Ilvl 0 II /x� I S II N I I t_v -7711 m - - - -- --- -- — 3 II II BEDROOM 6 N I = m 1 I DN GL. I I `I d) O II O 0 I R=7.63"m II _')''�Iz �� I/ 111 m S � N - IL�I_I + �� o � _ � _ _ � r 481 ATTIC AGGESS S I c ° I I c LADDER 5 o. ° _ m +4 -p il V y >' cv 1 +4 n —$u - -- -- — - - ' GI c I N, 110 - - - - - -- -- _ ,y N = � N 1 1 _ _ 11 D I D NO. DATE REMARKS -� _��I-�t�nnt..r -4 , ITT — -3o I I I N I -30 REVISIONS — � II ► I _ m I I II m I O GEORGE K. JENG, ARCHITECT �1 @ 18 3/4" I O HO 18�— /4�� I Q 11 O 20' " 1 28 SCHOOL STREET, PORT WASHINGTON, NY 11050 4 I I 4 II 4 1 hl8) 45i-0815 PAX: (tl8) 45q-6165 LJ Qy y U 0 Q (516) 883-1420 E ML:6EOR6E@X%#RGHITEGTf M �y THE5E PLANS ARE AN IN5TRUMENT OF 5ERVICE AND ARE THE PROPERTY OF THE ARCHITECT,INFRINGEMENTS HILL BE PR05EGVTED. CONTRAGTOR 9-IALL VERIFY ALL O O FIELD COWITION5 AAND IMEN510N5 I I AND BE RE5PON51BLE FOR FIELD FIT AND QUANTITY OF HORK. A NO ALLOHWE5 SHALL BE MADE o �O IN BEHALF of THE CONTRACTOR/"' CD 4V FOR ANY ERRORS OMI5510N5' .; 9's;' r• V , v' NOR NEGLECT ON H15 PART. PROPOSED NEW BUILDING FOR: q,_pi, 5 _011 14'-6" 5'-O" "14'-6" 5'-ODROUZAS RES Dr-NGE LOCATED AT: 8'-O" 7'-O" 12'-6" 7'-O" 12'_6" 7'-O" 8'-O" J' 4( 20 M I DDL.E ROAD SOUTHOLD, NY 62'-O" 5EGTION: 52 BLOGK: 2 LOT: 20.1 2nd FL. ELEGTRIGAL PLAN p I FLOOR E FLAN �I = IDATE: 1-8>-15 DRAWING NO. I/4 I O SCALE: I/4" = I'-O" E -205 PRAWN: J I J CONT. N01. _148�i 62'-O" 22'-10" 20'-O" 1cf'-2" , I I I O O N I I I Lu w Q N Q C�-C Lu O < E- O QT- lz I LLv I I p d`o O p < LU Q ATTIC, AGGESS LADDER I I I O N D NO. DATE REMARKS REVISIONS GEORGE K. JENG, ARCHITECT 28 50-HOOL STREET, PORT WASHINGTON, NY 11050 (`718) 454-0815 FAX: (718) 45G-6165 (516) 883-1420 E MAIL:6E0R6E®.E WflITEGTGOM THESE PLAN5 ARE AN IN5TRUMENT OF 5ERVIGE AND ARE THE PROPERTY OF THE ARCHITECT,INFRINGEMENTS HILL BE PR05EGUTED. GONTRAGTOR 5HALL VERIFY ALL FIELD GONDITION5 AND DIMENSIONS (" AND BE RE5PON516LE FOR FIELD FIT AND QUANTITY OF HORK. t r, NO ALLOWANCES SHALL ESE MAV O O IN BEHALF of THE CONTRACTO ." F.•; w fn m v to FOR NOR ANY ERTOORN5H515,OM1IONS,NE6F"A ;..•..' PROP05ED NEW BUILDING FOR: 2ql--a 21-611 2cil-Cill DROUZAS RrSIDENCE LOCATED AT: 54120 MIDDLE ROAD SOUTHOLD, NY 62'-O" SEGTI ON: 52 BLOCK: 2 LOT: 20.1 ATTIC ELEGTRIGAL PLAN ATTIC/ ELEC-./ TRIC� AL F1/411 _ DATE: I-8-15 DRAWING NO. - I O SCALE:: I/4"=I'-O" DRAM: J I J E -204 GOVT. NO. `148cf I I 01" RESchic Software Version 4.6.0 �' REScheck Software Version 4.6.0 ' ENEFR0Y EFF 1 G 1 E1�GY <OX C®nlplianc(? Certificate Inspection Checklist - � x GLIMATE ZONE: 4 (TABLE NI101.4) I Energy Code: 2010 New York Energy Conservation Construction Code 1 Requirements: 40.0% were addressed directly in the REScheck software . DEFAULT GLAZED FENESTRATION U-FAGTORS (TABLE N1101.60)) ; Project Drouzas Residence ' Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each j requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception FRAME TYPE: NONMETAL .7R METAL GLAD 'I is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. DOUBLE PANE: 0.55 Energy Code: 2010 New York Energy Conservation I Location: Suffolk County, New York ia7n ', ;.:: Plans II I;r 1f].I I SKYLIGHT (G�OUBLE): 1.05e�t ,+, re Ins'ectrrTn/frl�in Revrevr ( Value:`` Freld Vlerrfred11" /Assuanptioro5' Construction Type: Single-family P h { Value Compare 1„Comments DEFAULT DOOR U-FAGTOR5 (TABLE N1101.6(2)) Project Type: New Construction r Peq�� l h Conditioned Floor Area: 4,885 ft2 103.2 Construction drawing and 1 I ❑Complies Requirement will be met. WOOD: 0.50 1 [PR11 'documentation sufficient) 11 Glazing Area 22% 1 1 Y ❑Does Not 0 , � ;demonstrates energy code ` ° ' 1 ❑Not Observable ; INSULATED, NONMETAL EDGE, MAX. 45/o GLAZING, ANY GLAZING DOUBLE PANE: 0.:�5 Climate Zone: 4 (5750 HDD) icomplianceforthebuilding 3 1IT DEFAULT GLAZED FENESTR��TION SHGG (TABLE NI101.6(3)) Permit Date: !envelope. 14tIllili TV � 11 ❑Not Applicable Permit Number: 103.2, Construction drawings and 1. ,ll { ,'❑Complies ; 403.7 (documentation sufficiently ❑ ; CLEAR DOUBLE GLAZED: O.� [PR3p !demonstrates energy code �,i_,>. s:?:.' I:; :: �<1,;:.t!'g.i;F'att:.;i:: 1:;1: Does Not Construction Site: Owner/Agent: Des igner/Contrac:tor: 14" (com compliance for lighting and ;;:,;;;1::.;::; :; ;:,;.;'❑Not Observable , INSULATION AND FENESTRATION REQ'T5 BY COMPONENT (TABLE NI 102.1) 54120 Middle Road Peter Drouzas George Jeng (mechanical systems.Systems i, 'I1it III ❑Not Applicable j Southold, NY 11971 36-26 Greenpoint Ave Jeng Architect serving multiple dwelling units [, I' i FENESTRATION U-FACTOR: 0.35 Long Island City, NY 11101 28 School Street must demonstrate complianceIL 1. '- r 7187284052 Port Washington, NY 11050 with the commercial code. `1111 1' ' I ' SKYLIGHT U-FAGTOR: 0.60 1 georgeCalpdgeneralcontracting.com 7184590815 403 6 Y I,11;i Heating and cooling equipment is Heating. Heating: ❑Complies CEILING R-VALUE: 38 georye@jengarch'litect.c°m [PR2j?1!,1.1;;I!sized per ACCA Manual S based I Btu/hr I Btu/hr ❑Does Not ' WOOD FRAME WALL R-V,ALUE: 13 y4;f p J Cooling: , Cooling:on loads per ACCA Manual or FLOOR O R- A they pp oved methods. Btu/ Btu/ able L OR R V LUE I ClCI Not Applicable 9 g: I Not Observable -' ;o approved ' e ! mr 3a'i m' c,„r,...-_ ti .:a- _T. ,#nAv .., :. . -: _ fI ,. 1 I i 1 I �r A c »ai� :'.... - - _ ys ,.,, r BASEMENT WALL R-VALUE: 10/15 Compliance: 25.7% Better Than Code Maximum UA: 672 Your UA: 499 I N1102.2.1 II The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. Additional Comments/Assumptions: I V 1 102.2.1 WHEN SEDT. NI 102.1 WOULD REQUIRE R-38 IN THE GE I L I NG, R-30 SHALL BE DEEMED It COES NOT provide an estimate of energy use or cost relative to a minimum-code home, TO SATISFY THE REQ'T FOF' R-38 WHEREVER THE FULL HEIGHT OF UNGOMPRESSED R-30 Envelope Assemblies INSULATION EXTENDS OVER THE WALL TOP PLATE AT THE EAVES. - 2010'Net�r'll , w . Ir _, ,' , "!,„ TSS,S5 ,.,,. . s 1 I ;t �M . ._ ,. 11. i s3.. ,a ... _ :: 1' .i+ �. ., _ d., �' .r}.1 .uwl.. .R.- ,.,i,.!,., .,.., :], ... :,'...-..... .... _. .., jI Fr, ...._ ,�. .1 ,.if �1,,. �. a. .�M�,-.... , rl .r ...... ., ..-,,., -7 )' -'.-.r. ...York, ...f . . ........ ..... ... ,.. `. ,c,. mss: ,_ . .�_ ,:" ... ,., :, ': ,. . . , ... .,. 't�",.., d ,� � !. . �_„ I.., . .. .,.. �. I Foundatran:llrrs ectron�y:..� z. h, x _ ...... ,., �,� rl . , ... i 'k". ,.rrn�r:, 1�-���.,�, I„ .,,. xf ,.. •:. ,. ,. .... �:0� Ile5.._,._ -,.:.,.. ::'';.: : :.:I .-.�OmmE'Rt- A55uril ti073's ' : •.-,.� 1. . � . l,� .._ ., t .,_.. .h 51,,,',`9,caf n ,7 .1 ., ,., ,. .. 13..... .......... -.. _ / �'q ..11 . ..1., ]. . :� .. .I. :. ....... .. ..� 'f 1I lli I102.4.I THE BUI DIN THERr A ENVE ... ,L G L OPE HA , .. � i =,. _ ,. . .+ ,,... . . �, .., . IL S LL BE DL RAB SEA ED TO 1 . , . . su ,LY L LIMIT , � : � } , � a . a . . ... . . .. . . . .. . „ „ ,,� , .. .{ „„yy , . Ener _. ., . .. _ ... .............:... �. :.;::,..:-.. .Y ...9 I.S ! _w:, t 1 .. ,� ,, t i }qa� , 1'-:i i. , i, �,�'{`' ::,I It. .-, i ,111 5. J A k,..l .. ., .I t f .! _ >: JS ... ......... .. .I.-.!.i I f It, ..1 ..d tI i '.tl ., ,/ , ,I if ... t, E 1 }( t, .,. T, ,..�, ,t. S- i � E <� rl 1„ � I .1>.-1 -Ll r t I ., C - _.._L] . 1i l d. I,ftA,, $ 1, . ,Mi :� � .�I�taS>a�., I;,�„:,..,,� ] , s 03 2.1 :,,. xINFILTRATION. rHE FOLLOWING SHALL BE CAULKED, GA.�KETED, WEATHERSTRIPPED OR +� �- '' ��-�' �_� ��•�� �::=�: t�l>i ,��`:i�.,i.�t,,,y�,l,��.. -_�,.Y�It.�;d:�,,�,- .� :� ��;s,' 1 1� ,�'i��;:;,#, 3 , E posed foundation Insulation ;❑Complies ,Requirement will be met. OTHERWISE SEALED W/AN �;IR BARRIER MATERIAL, SUI-f'ABLE FILM OR SOLID MATEizIAL: Ceiling 1: Flat Ceiling or5cissorTruss z,531 3s.o 4.8 0.026 s6 [11oI,1l'a�';'Li::7i it_; protection. ;❑Does Not k,) 1;,111 ❑Not Observable Wall 1: Wood Frame, 16" o.c. 3,357 24.5 4.8 0.041 107 ❑Not Applicable L.:'':" ',!'L I. ALL JOINTS, SEAMS ANG' PENETRATION Window 1:Wood Frame:Double Pane with Low-E 358 0.260 93 403.8!, ;;1; (Snow melt controls. ❑Complies 3. OPEN I NGS 15ETHEEN WINDOW AND DOOR ASSEMBLIES AND THEIR RESPEGTI VE Door 1: Glass 387 0.250 97 (F012]? f" ❑Does Not ' JAMBS AND FRAM IN G i f_:1;,rl :I: :N ' i Basement Wall 1: Solid Concrete or Masonry 1,333 12.5 3.6 0.060 80 i `I 1 1 II,'. ❑Not Observable 4. UTILITY PENETRATIONS Wall height: 7.5' 1 i,,r,l l;'l,I1`1:,:`,I ❑Not Applicable Cepth below grade: 3.0' j Additional Comments/Assumptions: 5. DROPPED GE I L I NGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE Insulation depth: 7.5' f 8. BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS Floor 1:All-Wood J oist/Tru ss:Over unconditioned Space 2,451 38.0 4,9 0.023 56 10. ATTI G AGGESS OPEN I N1SS Compliance Statement: The proposed building design described here is consistent with the bul!ing plans, specifications, and other 11. RIM JOIST JUNGTIONS calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy •.. Sectroro " „ . . Conservation Construction Code requirements in REScheck Version 4.6.0 and to ly with th_e iandato requirements listed in , l �� 'y q �f FraiTiih:g/:fitaro h=lnlrns"ectron= i.I'Ians Verrfred Field Verrfled ;.'. ,. . 12. SILL PLATES AND HEADERS the REScheck Inspection Checklist. p Complre5 Comments/A siampttons , Geor e K. Jen '�.�t & Req.�D 1 "Y4 i!! value Ttr1II 13. OTHER SOURCES OF INFILTRATION ; - g g. R•A• �.�--_ 1 /10/15 , Name-Title - 402.4.4 I Fenestration that is not site built .' ' d ' r Date 1 ;. ,ltT] : i " 1 ❑Complies ;Requirement will be met. NI 102.4.5 REGESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL [FRzo] lis listed and labeled as meetingiI4l ❑Does Not J AAMA/WDMA/CSA 101/LS.2/A440 `? I, i�l ' ❑Not Observable BE SEALED TO LIMIT AIR LE=AKAGE BETWEEN GONDITIONED AND UNGONDITIONED SWAGES. or has infiltration rates per NFRC Tii 400 that do not exceed code 1 ❑Not Applicable ; ALL REGESSEG> LUMINAIRES SHALL BE IG-RATED. ;limits. „02 4 5 IC-rated recessed lighting fixtures.?; ❑Complies :Requirement will be met. 4 ­­­ HVAC, SYSTEM TO COMPLY ^l/N1103. - _ [FR16]? (sealed at housing/interior finish s T i. ❑Does Nat la ,,and labeled to indicate &It;= 2.0 ,; ,ilill]` „ ,1,' ` ❑Not Observable ' Project Title: Drouzas Residence Report date: 01/10/15 '°�'_' ` I, I.. cfm leakage at 75 Pa. Data filename: C:\Documents and Settings\GKJ\My Documents\REScheck\J489.rck Page 1 of 6 II ,::'i, I{ , ,t '' 1{ ' ❑Not Applicable 1 403.2.2 All joints and seams of air ducts, ; €' „ ❑Complies [FR13]1 hair handlers,filter boxes, andli' ::i❑Does Nat I't =g, Ibuilding cavities used as return [: " .1 t;1, ,' :ducts are sealed. '[:]Not Observable �I I II \I !1: "II _ I `� R��/ GOD = GA�Gt�#�A� 1 O1 `�� ❑Not Applicable 403 2 3.' ,':Building cavities are not used as ❑Complies [FR1 I I ducts or plenums. IlTl ­11 ­1111 " ❑Does Not ROOF/GEILING GONSTRUGTION r GONSTRUGTION N '' ❑Not observable EXT. WAL- i ''''' trl ❑Not Applicable OUTSIDE AIR 0.17 AIR FILM OUTSIDE: 0,1-7 4033 I HVAC piping conveying fluids ''R R f❑Complies ASPHALT SHINGLE 0.44 4" FADE �RIGK 0,44 ' ![FR17]z ,above 105 9F or chilled fluids I 1 :❑Does Not Ill IJ, ] ;I below 55 9F are insulated to R-3. AIR �j{�A( :' ❑Not Observable :, ❑Not Applicable FELT 0.06 �E O.�fG �� �� 3/4 SHEATHIN�� 2.06 HOUSE hIRAi= 0.06 �, ' '4103:4'1'"`1'1 Circulating service hot water ; R- ; R- ❑Complies 0.q6 3/4 SHEATHING 2.00 - �� . �� � i,v- z i{i p p 1 ❑Does Not AIR SPADE I �" � '�' [FR' i es are insulated to R-2. 12" BATT INSULATION 38.0 Si�RAY INSULATION 24. 0 �� %,p katiti- G� - ;;;:,:',:,:I i<:, { ❑Not Observable 1° ; ❑Not Applicable 1:11;miv W 1It ,3 ] 5/811 GYP' BD. 0.3c1 5,,"i GYP. E3D. O.B�I i �p� E s US `' '1 1 0 U 4"03 5 f Automatic or gravity dampers are : I ❑Complies ;Requirement will be met. FR19 2 1: installed on all outdoor air I1. 1❑ AIR FILM INSIDE [. ] Does Not 1 INDOOR AIR 0.68 0.68 i � l intakes and exhausts. ffi . i C ❑Not Observable TOTAL R-VALUE: 42. 6 TOTAL R VALUE: 2�f.26 i ❑Not A licable I a Additional ... °ia" Comments/Assumptions: SLAB: _ � 1 L � i CELLAR WALL CONSTRUCTION .i , -71F In =J I "'i'" %`", P1 s V t.i.a':.�$ :1ti1.�, ,0:,4;>7' _:'J_ ,: Via, tt;x� 4y' ,,t :a_ :.c,. INDOOR AIR O. f2 OUTSIDE AIR 0.1-r ._,'..,,> „°"� - . _w; .. E.:a.:s,:r:Lc.. , 1" ", '-'_::P=- "sa«:�.r:i..:+Ace {c.s,. rat"s�,i_i t.:, ;a:,:l:rli'�= i ',c., ''ii,7",:.1;:;.�i•�:�t;-;?'"..''r Above-Grade Wall 29.26 2010 New NO. DATE REMARKS TILE 0.04 FELT 0.06 _ , ;i a 12 GONG. FDN. 1.32 Below-Grade Wall is.os I It r E��qe.r� lnsu esu co�nrnentsfpsscr►vi tions 4" GONG. O. �4 lotion lnsprc#wro Complr �� J (,:,:. .,ll p 1303 1 All installed insulation labeled or ❑Com Iles :Requirement will be met. REVISIONS 2" RIGID (NSU. 12'� a 2" RIGID (NSU• 12.5 i Fioor 42.94 [iN13]? �i'{,(,,installed R-values provided. p R TOTAL R-VALUE: 13,r�0 AIR SPACE O.q6 ( Ceiling / Roof 42.76 �,, l I i, ,I I p ;❑Does Not 5/8" GYP. E3D. O•�ci ;I Ductwork (unconditioned spaces): i t.-TT- V _ _ I__._ Applicable❑Not Observable:i INDOOR ;..: - _- � ., :. _ ❑Not cable DOOR AIR QQ�� fi- l..ta a7: r g3 z'1:i ri:t � - � „.. _ . •" »j O.6 C/ r; -= .;a�a 'te­rrrr -a:.:._.�•it�]i: ,,� p-,.:.i:,..:;: .1 I ...�>>m ��a :1 _ £ „r., ___ l: =- -gin GEORGE K. JENG :, ,: 3 ]- ARCHITECT FLOOR GON.�TRUGTION a:�.,.., ,�- . � Additional p �i ....,�, .: a'�'' rst;i i��, I Comments/Assum tions: AIR FILM I Nc2)DE O.68 TOTAL R-VALUE: I(0.0,� Window 0.26 28 5GHOOL 5TREET, PORT WASHINGTON, NY 11050 I Door 0.25 (718 45a-0815 FAX: -718, 45a-6165 B/4" HARDNOOD 0.68 i II = :s - '^ren•.r::i•.a:_ p'..-"-, ,iti+ n,:; _ ':r";rq'�' 'k�11,,,.:J,,, _.;�Y 16� - 3/4 SHEATHING 2.06 are : :`r ::;;.: ; `: ; ., -:�,n-,t;-,,. I:,, ,,:,L.. C5 Ervil_6EOR6L�Ell6 . -mkt},•.'' s;Y, a F . ^r,;.._S:, 1'::i _ i^.,, a��ea^ ':r` ��. ,I s 883 1420 ea " . HITEGTGOM ___. il _ _ I,.. .r �._-_,-_ IVI _. �..,._ .«,s::.:•»..:>aA�...:i,c«,:-:' W:r�.":'_a4..i.:s«,..K.'.'iw�'i'.:n'" _.. »:::,,,:c:.s..'F;.Aa].ilx:.e,seu;:�a".,-i,. .a..�.:�..«...�-,.F _ _ l. _ Seciron: , , Field Veri#led F:, R Si�AGE O.�i6 Heating System: i P :t, ' Plans Verified Value';' ,. !: -. p l :f Value �' nr trash` THESE PLANS ARE AN IN5TRUMENT OF R-B8 BATT INSULATION 88.00 #,,, ;1 Final Mnspctrorr Fralvrsrans Com fres CommerrtslAssu rJ/C/11 GYi�. E3I7. O.S�f Cooling System: 0.4.2�R:Building envelope tightness ACH 50 - ACH 50 =_ p q q ❑Com Gies Re uirement will bei 5ERVIGE AND ARE THE PROPERTY . .`' , Water Heater: 402.4.2.1 verified by blower door test result ❑Does Not met. OF THE ARGHIHILL 13E DNFRINGEMENTS ,f'r - .., AIR FILM OUTSIDE 0.68 [FI17]1 of&It;7 ACH at 50 Pa.This I a;,.w;.-,-.a ' ,..,,s...,,.::aL,F.,,,,.'. -:::a. :i:_:aLT':.-`" =» ` :.i::i:a.:..,_i:Y,ii`, - ' Not Observable _1 iz; "`' ,Ila, ;requirement may instead be met GONTRAGTOR SHALL VERIFY ALL / - . !�' George K, Jen P.A. 1 1 0 via visual inspection, in which j❑Not Applicable Name: g g r Date: / /1 5 P FIELD GONDITION5 AND DIMEN51i : TOTAL R VP•,LUE: 48.43 case verification may need to ; AND BE RE5PION5IBLE FOR FIEF ,t)V. ' A, Comments :occur during Insulation i T ; i FIT AND QUANTITY OF WORK. r 1•. •' !Inspection. I I NO ALLOWANGE5 SHALL BE MADE � '` � f r i e,. . 403.2.2 Duct tightness via post- cfm ; cfm ❑Complies IN BEHALF OF THE GONTRAGTO , ) �ry, �' [FI411 !construction with maximum I ❑Does Not i FOR ANY ERROR5,OM15510 �� /^�, , 1.)I ,. !leakage of 8 cfm to outdoors, or NOR NE6LEGT ON HIS PART. s ; Irl 112 cfm across systems. For i i❑Not Observable ALL WINDOWS TO BE FELLA PROLINE, LOW E W/ARGON INSULATED OR EQUAL roc h-in tests,verification may ;❑Not Applicable N11N, U= 0.26 SI BGG: 0.26 ;need to occur during Framing y PROPOSED NEN BUILDING FOR: `leakag ion, with maximum ; , I D OVLA� C7I � �� ALL EXTERIOR DOORS TO BE: FELLA DESIGNER SERIES INSWING WOOD FRAME INSULATED PATIO DOORS OR EQUAL (leakage of 6 cfm across systems 1 MIN. U= 0.25 SI BGG: 0.15 land 4 cfm without air handler. I 403,E 11 ;Programmable thermostats l; 1111 ❑Compiles LOGTE® AT: ,?1• 'a ; _ [�19]?Ill l�„I,I installed on forced air furnaces I ; ; + 11 rl ❑Does Not ��12C� ( ����� OAl./ 1,, i4jii�illill 1,,;: ,Ijj�j 111 ❑Not Observable { i, I 1 :{ a ❑Not Applicable ,1 l '1 ` { li, ❑Com lies 50UTHOLD, Nle 403 L 2i 1'(Heat um thermostat installed ii,.', „I , ,1111,; P I Lia) p p .''Il: ! ', ,( '1.41 7,11,,,1 + SECTION: 52 [FI10] III ''icon heat pumps. , , Does il`I 1 'I I In '! 11- ' 11, i'1 'f�' --!,', ,all i + 'i itj1 i ''' I i I❑Not Observable rl BLOCK: 2 all , l"II11{il' I:f I'- I3 }" 1. l' 1i' ' �� �'I', ',, ,131 Ili,;T' i, :,� , I ❑Not Applicable LOT: 20.1 ;403 �} 1' I;;Circulating service hot water III! ;; ,I p I ❑Com lies ❑ ENERGY ANALYSIS [FI11]l' 1 systems have automatic or liijt`iI 1 E .. Does Not j I i if 1 l`'{"accessible manual controls. n' °'II 1 ''Y!` 1i111��E,i! li'i , 3'- ,'I ,, ,, -' Iarf1,} _ '1,!„ 11❑Not Observable : 1 .I 1 f I ti❑Not A Ilcable !,1 I 1i I,, 1 , 1' pp 401 341:,I:, i'!Compliance certificate posted I � ❑Complies Requirement will be met. , [F►7]Z11 : 11,11, I1. ❑Does Not DATE: I-8-I5 D�,AWING NO. II :i i j l l 11 ° 1' " ' it , 11,,I , 11 ❑Not Observable i I- 111 ` ' ' ❑Not Applicable SCALE: .i I, 1 '.'.1,1. ,f jl ,-1„f II �i , ,, ; 1/411=II-011 303 31. ,i:;Manufacturer manuals for yi i 1 y , Ifr ElComplies (FI18]3 s mechanical and water heating ' I ;,I,l ' (,III{ ;' 11'1 ❑Does Not F-N- 101 Ilequipment have been rovided la` '' 1i i1 ;, P IaIF,si ❑Not Observable ti T I DRAWN: JIJ I:,`H,1';11, `I, ❑Not Applicable I Additional Comments/Assumptions: I CONT. NO. J 4,E5 q