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HomeMy WebLinkAbout29560-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29981 Date: 01/29/04 THIS CERTIFIES that the building ADDITIONS AND ALTERATION Location of Property: 3025 STARS RD EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 22 Block 2 Lot 20.1 Subdivision Filed Map No. Lot No. - conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 9, 2003 pursuant to which Building Permit No. 29560-Z dated JULY 11, 2003 was issued, and conforms to all of the requirements of the applicable E provisions of the law. The occupancy for which this certificate is issued is ADDITIONS AND DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING AS i APPLIED FOR. The certificate is issued to MARTEM MANAGEMENT INC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 80511C 01/29/04 PLUMBERS CERTIFICATION DATED 28/04 VIN BORDASH Authorized -'/nature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29560 Z Date JULY 11, 2003 Permission is hereby granted to : MANAGEMENT INC MARTEM 664 85TH ST BROOKLYN,NY 11228 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 3025 STARS RD EAST MARION County Tax Map No. 473889 Section 022 Block 0002 Lot No. 020 . 001 pursuant to application dated JULY 9, 2003 and approved by the Building Inspector to expire on JANUARY 11, 2005 . Fee $ 265 . 20 v Ah i ignature ORIGINAL Rev. 5/8/02 Y Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the.fdllowing: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00,Alterations to dwelling$25.00, Swinuning pool$25.00,Accessory building$25.00,Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. l, _ aP, O`4 New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: 9 S �n,_� a KZ �o s( /,.A y,2 C°6h House No. Street Hamlet Owner or Owners of Property: ,/✓v Suffolk County Tax Map No 1000, Section 0 Z Block t�,o 2, Lot ,2,aC9 Q Subdivision Filed Map, Lot: Permit No. a.c/ �E� Date of Permit. `)— Ll — <Z,'3 Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: vl (check one) Fee Submitted: $ i C pplicant Signature o�gUFF04,08 o� y� w Town Hall,53095 Main Road �y � Fax(631)765-9502 P.O. Box 1179 Gy • �'F Telephone(631)765-1502 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: d r Building Permit No. f Owner: (Please print) Plumber: 3 ® .Z (Please print) I certify that the solder used in the water supply system contains less th 2/10 of 1% lead. Plumbers Sl ature Sworn to before me this chi day of n M I)} ' 20 D —(, n ��- l n Notary Public, �County 'pg P"tft. Stew of P+M Yorh *o. 4713540 - 5utto(K county fxWu Wrch-14 Jan 29 04 10: 30a Electrical Inspection SVC 16312866683 p: l `V• n dY� 1�f ~Q R v y,O,fr 'N ' } .ri"'t oVti'a�,,y L ids r{' •'yk rt ` 1.tN tg `' n` Y t f; '"{vim It' r a{ 4. 1 r el r f.' —Y. ..r.: .. -b, •�:.. '_... ,M VI IN T11 k r■ r1', - W ws of n E �_. "_..:.+....F.,'_µ„ ' / .. Wt( d r>ti .. ; ._+its_, r,�, +. Jy' , Electrical Inspection Carte irate 1= Issue Date Electrical Inspection Service, Inc. Application t ` 1/29/04 375 Dunton Avenue 80511 C i East Patchogue,New York. 11772 - (631);286-6642 f Issued To: Michael Marinakis Street: 3025 Stars Road " ViGage: East Marion Zip: 11957 Town: Southold Section: Block: Lot: < Contractor. Dynatron V.Bordash Lic. # 2581-E Was examined and found to be in compliance with the National Electrical Code fi J Commercial NV Defects !X? Pool .'L 1st Floor IX; Indoor, 117Basement _! Hot Tub 7171714 q. `X Residential Det.Garage _J Attic X: 2nd Floor a Outdoor X! Addition Survey _ Switches Receptacles Fixtures GR Heaters A/C Fans. f 20 30 24 4 4 Dishwasher Washer/Amps Dryer/Amps Oven Range(Amps Microwaves .o. ` ! Furnace Oil Gas Circulators Smoke Detector Bell Transformer 7 :; 4 -- ; i Meter Amps Phase UG10H Jacuzzi Television CO Detector / 2 Bldg. Permit: 29560 4 F fy v9` l c j Other Equipment ars v o ! 1 60Amp Sub Panel 1-Prophane Heater 31-20A GFI Breaker Hugo S. Surdi i1-20A Spec Rec President �1-20A Time Clock 6 Rough Inspection: 09/23/2003 Inspector: Eddie Rodriguez I -� Final Inspection: 01/20/2004 Inspector: Sean P.Hightower This certificate must not be altered in any manner. Inspectors may be identified by they credentials. s i „A�Ns� .4, e'•;d.� , �.• �.�,•�:�,6..}tv.w�r•r r:x�pY:' .vfi9.LnYR. �y i�;�•r .;;va^, „ � 7! •.•I it •y^ •t ..Art S).�'!'..r 1•'r.• :o••..,w.�i' („ .tlr:..J.n.ti�',J.: i. . 'vim •� . ..•v � i". . i XVS ('F'C;5R TO -KAP OF STARS MANOR' THC SQ17'1-fXx MUNTY CLERIC'S L$lICG T9, 1963 ISS 1'1L8 PIU. 3864. LOT 23 SURVEY OF PROPERTY EeoAo N AT EAST MARION rr Ts�36'39' E rc o N 4) TO yY.N OF SO UTHOLD ..1-a'H I. Ste. rrM =,. a S SUFFOLK Q =1 LK C`D UNTY NEW W Ft !9 9a t Ns ! E YORK •v al m pa9' H r n rr�� rF.SK.a t N� S r R S .000-22-V2-20 cw, 1 SGpR. sb. 1000-22-04--28 SCALE: 1'=30' 4UYI12'a.�, iUf i8 3' { _ JAN 28, 2002 PIEB _ 0 } U4 Dfl G*� am 112' U n In -22— w LpZ ZZq, g < 3a8 o In {4 d ? * fA \_ "t1O.65".! � �y IFLIADI a s? a 79 9.pp%,W �DuaT -1 ,UNOPE p4��Gg f ? $ tEldr7i; m ;p scan N 81'34:td, f,/ S oRD�clsEo Y 1000-22' n 40,65, z 384.28 .L F� mtA O COR w m r g 79'29`00 a NEIV Y LOT ! . .. s3 �t�MlrZrER ILL z SIM',.DATA ILLfl �D1t.1 jL 22-A2-20 AREA=21,937 S,F. ■-MQwuta�ur j8fl1� �i� •/ r_ 4. S. ;r � 49618 22-04-28 AREA=20,068 S.F. P1 CONIC WED AREA=32.005 S1F, Aur ALACRAISOY RR 499111M III MIS SMVCY a A V1aLArl:v C630 765 SDZ L 631) 765 1797 N NOW 7269 M YA'r NEW YAP" sight M."Itm AAV. txcrrr AS ft�sEC 10+ ryas-sLrsnrvrsmn z att cwrn-lrarluvs P. Cf BOX 909 WRCLIY ASS V�tla!'jN 1HI3 MAP A4L O9^1rS 1MRCa"am I.It sara rsw a$ WRas KA¢IV IK-Ksuv sm a m stshtra4 1030 TRAVEIER STREET � � Q O.� WiG MAIM AR%ARS HCRraV SOUTHOL0f N.Y. 11971 _ J ..... ..... ....... TOWN OR SOUTHOLD PROPERTY RECORD CARD OWNER STREET 0 p VILLAGE DIST. SUB. LOT FORMER OWNER N E AC 715 X11 ollY S S W TYPE OF BUILDING � TA. .v RES, o SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS r .e.. . j G ?d 0 5 Lw v evn d lar ,x60 CrZ? Ora O �l � t� 3 d�+ ) c µ ! s� 0 r g ars � B L IIYG CONDITIN / a -� / ' � � n s�r� f � � . I d�a�a �r pyo. /loo lHca IDS �o . 5 ,.qo ao :�,-- Oomhined Z �cfr� Cels /zz-z2o zz-y-ZScqw, FARM Acre Value Per Value 7-0 / © QZ-� Tillable 1 Tillable 2 Tillable 3 Noodland Swampland FRONTAGE ON WATER ROAD O FRONTAGE R 3rushland 'louse Plot DEPTH ci[r` 4- .i!, —,.-E 44 BULKHEAD Total DOCK ro n ,9�t�1 66}1x! fr ba m�Y ■■■ MMOMEN ■ ■■■.■.■ ■■■■.■■■■■■■■■■■■■■e MESS■ ■■.■..■■■■■■■■■■■■.■.� ■■■D..■■■■■■■■■■■..� C®■■■�■ ■.... ■■■■■■■■■■... .... ■. ...■...■■■■■■■■■■.■. ■■■■. .■an.■■■■■■■■■■■■... ..... . ■■■■■.m■■■■■■■■...■. ■■■.I�.■ It■■■..■■■■■■■■■■■... ..■ ■. MEMO..■■■■■■■■■■...■ ■■■.■Q. ■■N.®.■■■■■■■■■.e.■■ ■■■■M■■ ME .■■■■■■■■■ NS ..■..■ ■..■iiMOEN ■■■■.0■..■ s , s • - 11 .a s ,fla r a '':fat ,-:v:a'• .r-v''..yra.;xye '�Sd'1,��'c .S r ..-..9. „y ,� r.,tM,e'' ! + .y '+ x Ll TOWN OF -SOUTHOLD pm ( «O _ OWNER ST':EET f I ILVtGE 111 JIM m1gliffi: 1:ORION lZi1 -- _ 5I 'b FORMER OWNERy V K nC,f.ell WTYPE OF BUILDING/1 1 § f L RES. SEAS. VL. FARM COMM. CB. MICS, Mkt. Value 69 z LAND IMP. TOTAL DATE REMARKS f y Xr � ®'g (,w,d�..,,.•J � *"° (ate Z-71- Tillable -7 Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD Total BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: / I( /03 APPLICANT: 1 "aar, DATE SUBMITTED: /Q /03 SCTM#DISTRICT: 1,000, SECTION: BLOCK: 2- , LOT: SO SUBDIVISION:-jjWc, dAAAb0f ADDRESS:,2cA- CITY: ZONING DISTRICT: bj� CONFORMING? BUILDING PERMITS 42p()N/E'XPIRED CO: Y OR �P e BP S -Z/C/0 Z- INFO /BP 6a -Z/C/0 Z- INFO BP i 0qD( -Z/ C/0 Z- jq&j l INF /BP4Z2_7.-Z/C/0 Z- ISI g , INFO k-c -per SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any tlme after 7/1/83 REQ. LOT SIZE:_lQ- ACT. LOT SIZE: 3Z,6s2-REQ. LOT COV. Zo?® ACT. LOT COV. !S- 2 REQ. FRONT 1% PROP. FRONT y REQ SIDE )5 1i' ACT. SIDE REQ.REAR Tb DROP. REAR / REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: " oks a- A+ AATW R -rz ESTIMATED PROJECT COST - HIT /ENGINEERT�z rrF,L�c%,t�t4: c WATER FRONT? KtC DESCRIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES oED #): _DTE: /_/ PERMIT#: TOWN SEPTIC RECEIPT: Y 010 01� NEW YORK STATE DEC: PRE-DEc 9/in5 YES 00) DTE: _/_/_ PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or DTE: /,/ PERMIT#: TOWN ZONING BOARD APPROVAL: YES or DT ^/ / PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or DTE: PERMIT#: TOWN HISTORICAL PRE (SPLIA):' YES o NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2 : S or O NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: 6�( 9- SF SECOND FLOOR: t `3 SF OTHER: SF INIT OTHER TOTAL TOTAL: FEE FEE FEE FEE 620 1. (-f Z Sq SF)- ( '9°a� SF)=ASF X $eJ� _$ �J +$ ('5b +$ -s J 2. ( SF)- ( SF)= SFX$ _$ +$ +$ _$ 3. (-SF)- ( SF)- SF X $ -$ +$ +$ _$ FINAL TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 ✓ Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth:36"V Termite:M-H Decay:S-M Design Temp: 11--r—/ Ice Shield Underlay:YES Flood Hazards: ij USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: 00m FeI a DESIGN CRITERIA: ENGINEERED/ PSE 1a1 FULL FRAMING DESIGN ELEMENTS& hEADERS:Y/N WALL STUDS:Y/N GIRDERS: YIN CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE:YIN DESIGN LOAD CALCULATIONS: /N LIVE:Y/N DEAD:Y/N SNOW:YIN SEISMIC:Y/N WIND: YIN WINDOW AND DOOR SCHEDULE: MISSLE TEST UIREMENTS:G N EGRESS 5.7 N LIGHT 8°/ VENT 4% Y NAILING/CONSTRUCTION SCHEDULE& MEANS OF EGRESt/N PLUMBING RISER DIAGRAMO/N LOCATION OF FIRE PROTECTION EQUIPMENT N TRUSS DESIGN: yi CERTIFICATION: Y ENERGY CALCS�jfyN TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) MAGE RESPONSIVE DESIGN ARCHITECTS "i r - t a __.. t�ryy LONG ISLAND NEW YORK ila, i �% M3 .t t�_ June 19,2003 Town of Southold Building Department 53095 Main Road Southold,NY 11971 Dear Damon: I am submitting the following information, at your request,concerning existing and proposed lot area coverage for 3025 Star Road in East Marion,NY. The existing lot area is 32,005 sf with a maximum allowable coverage of 20%, or 6,401 sf. The existing built structure breakdown is as follows: House 1,581sf Garage 625sf Covered Platform 100sf Wood Deck 578sf Hot Tub 64sf Gazebo 121sf Pool 772sf Pool Deck 240sf Total 4,081sf Proposed Addition 618sf Plus New 2°d Fl. Deck 210sf New Total 4,720sf Less Deck Area To be removed to Accommodate New Addition 206sf Final Total 4,514sf These calculations are intended to show the proposed lot area coverage of 4,514sf is less than the maximum allowable coverage of 6,401 sf, and,that no additional structures other than the portion of the existing wood deck(now attached to the house)need to be removed for compliance. If you have any additional questions regarding zoning issues,please contact me at 631.874.2142. Thank you for your assistance. Sincerely, FD \�. JSE LSCNi �Y Linda A. s LAB/ib - 0 02 t Enc. NF AO COMMERCIAL RESIDENTIAL ARCHITECTURE PLANNING 9 Bernstein Boulevard Center Moriches NY 11934 Tele/Fax. 631.874.2142 IMAGE RESPONSIVE DESIGN ARCHITECTS i r LONG ISLAND , NEW YORK July 7,2003 Town of Southold Building Department 53095 Main Road Southold,NY 11971 Dear Damon: Please accept the attached three(3) sets of revised Plans in reference to the Building Department's recent comments of June 30,2003. Please note on Sht. A—2.2 the addition of the note requiring ice shield underlayment for the new roof. Also, on Sht. A-9 please note the calculations for 8%glazing and 4%ventilation of the new habitable areas. The General Notes as well as the Reflected Ceiling Plans show the locations of the smoke detectors,both in and outside of the new sleeping areas. Finally, on Sht. A—4 I have corrected the error concerning room identification. The old original plans had called out a Bedroom off the existing Kitchen, and I had neglected to change it to its current use as a computer room, or, basically, a Home Office for family use. Our intention has always been to maintain four(4) Bedrooms in the house, inclusive of the New Addition. If you have any other concerns, please don't hesitate to contact me at 631.874.2142. Thank you again for your help in expediting our request for a permit. Sincerely, /Li�nda A. Beutelschies,AIA LAB/lb Enc. COMMERCIAL RESIDENTIAL ARCHITECTURE PLANNING 9 Bernstein Boulevard Center Moriches NY 11934 Tele/Fax. 631.874.2142 { CERTIFICATE OF ABANDONMENT Martem Management, Inc. doing business at 664 85' Street, Brooklyn, New York, is the owner of certain land shown as a road end on a filedmap, "Map of Stars Manor", filed in the Office of the Suffolk County Clerk on September 19, 1963 as file number 3864 and the undersigned owns the adjoining parcels to the north, south and west of the subject property. WHEREAS, Pursuant to New York Real Property Law, section 335, the undersigned hereby abandons and cancels an"unopened'.' road shown on the subdivision map of Stars Manor, said unopened and unnamed road is located 1268.36 north of the intersection of Stars Road and Willow Drive, East Marion, Town of Southold, County of Suffolk, State of New York; 1`. At least twenty years have elapsed since the filing of a map known as "Map of Stars Manor", filed in the Office of the Suffolk County Clerk on September 19, 1963 as file number 3864; 2. The undersigned is the owner of said road end, the property to be abandoned is neither opened, nor a public highway,nor used by the public, nor necessary for the use of owners, occupants or any other persons having an interest in any part of the subdivision; NOW THEREFORE, Martem Management, Inc., the owner of said tract of land described on Schedule "A" annexed hereto, unnamed and unopened road-end off of Stars Road IS HEREBY ABANDONED AND CANCELLED; and , effective with the approval and endorsement of the Assessors of the Town of Southold, and the recording hereof, SHALL NO LONGER EXIST; HEREIN ATTACHED IS THE ENDORSEMENT AND APPROVAL by each such assessor and/or board of assessors on the original of this certificate presented to the county clerk for recording together with an abstract of title to the property to be abandoned covering a period of at least twenty years last past and a certificate of the county treasurer of Suffolk county to the effect that there are no Title Number: PAC-3297 SCHEDULE "A" DESCRIPTION ALL that certain plot, piece or parcel of land, situate, lying and being at East Marion, Town of Southold, County of Suffolk and State of New York, more particularly bounded and described as follows: BEGINNING at a point on the westerly side of Stars Road the following (2) courses and distances to land known as "Road" unopened and about to be described: 1) South 11 degrees 23 minutes 30 seconds East 28.58 feet; 2) South 53 degrees 15 minutes 50 seconds East 100.00 feet to the true point or place of beginning; THENCE South 53 degrees 15 minutes-50-seconds East 52.37 feet; THENCE South 10 degrees 31minutes 00 seconds East 50.00 feet; THENCE South 79 degrees 29 minutes 00 seconds West 184.28 feet; THENCE North 10 degrees 58 minutes 30 seconds West 36.81 feet; THENCE North 81 degrees 34 minutes 10 seconds West 40.65 feet; THENCE the following (2) courses and distances: 1) North 79 degrees 29 minutes 00 seconds East 170.65 feet; 2) Along an.arc of a curve bearing to the left,having a radius of 22.91 feet, a distance along said curve of 53.08 feet to the westerly side of Stars Road and the true point or place of BEGINNING. unpaid tax liens against such property, must be submitted to the county clerk and be approved by him at the time the certificate of abandonment and cancellation is offered for recording Martem Management, Inc. By: Artemios Marinakis, President STATE OF NEW YORK ) ss.: COUNTY OF i S ) On the day of March, 2002, before me, the undersigned, a notary public in and for said State, personally appeared Artemios Marinakis, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. Notary Public .J"40E1� c�EniE Of GJYLfV R�OLR _Z/Y0. OIX-46oi5655 Quatifi.d in N1n93 eount9 u7"mmi33ion ExP ft ES --NaoLm6L% 02, 200 I ENDORSEMENT OF APPROVAL We, the assessors of the Town of Southold, Suffolk County, New York do hereby approve of the foregoing certificate of abandoning t. Dated: 3 Z .6f4,CH/X1,24,2- Scott'Russell Dated: ,3 i/ jG v Darline Duffy. Dated: ?'� '/C 2 wkzt Yr CL I�g B Scott «I.D_ JUN 19 '03 18: 13 No .00fi P.01 Martem Management;Inc. 884 Be Street £ Brooklyn, NY 11228 Jvne'191 2003 Southold Town Assessor's Office P.O. Box 1179 Southold, NY 11971 RE: 2935 Stars Road, East Marlon, NY SGTM #1000-22-02-20 and 1000-22-04-28 Dear Sir or Madam: Please merge the above tax map numbers together to form one tax lot, Thank you. If you have any questions or require anything further,please do not hesitate to contact me. Veryours. Martem Management, Inc. By:Artemlos Marinakis, President PATRICIA C. MOORE .f Attorney at Law 51020 Main Road Southold, New York 11971 - Tel: (631)765-4330 Fax: (631)765-4643 June 20, 2003 Via Hand Delivered Southold Town Assessor' s Office P.O. Box 1179 Southold, NY 11971 RE : Artemios Marinakis Dear Sir or Madam: Enclosed please find a letter from my client requesting merger of his two parcels having SCTM #1000-22-2-20 and 1000-22- 4-28 . If you have any questions or require anything further, please do not hesitate to contact me. Very truly yours, Patricia C. Moore PCM/mm Enclosure / cc : Southold Town Building Departments Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release Is Data filename:Untitled.rck TITLE:Marinakis Residence COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached I or 2 Family HEATING TYPE:Non-Electric DATE: 06/16/03 DATE OF PLANS: 14 June,2003 PROJECT INFORMATION: New Two-Story Addition East Marion,New York COMPANY INFORMATION: Image Responsive Design Architects 9 Bernstein Boulevard Center Moriches,New York 11934 Linda A.Beutelschies, AIA COMPLIANCE:Passes Maximum UA=260 Your Home UA=251 3.5%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 2:FIat Ceiling or Scissor Truss 311 30.0 0.0 11 Ceiling l: Cathedral Ceiling(no attic) 307 19.0 0.0 16 Wall 1:Wood Frame, 16"o.c. 1527 19.0 0.0 78 Window 1:Wood Frame:Double Pane with Low-E 56 0.300 17 Window 2:Wood Frame:Double Pane with Low-E 178 0.290 52 Floor 1:All-Wood Joist/Tmss:Over Unconditioned Space 618 30.0 0.0 20 Crawl 1: Solid Concrete or Masonry 186 0.0 0.0 57 Wall height: 5.0' Depth below grade:4.0' Insulation depth: 2.2' COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet tl New York State Energy Conservation Construction Code requirements. When a Registered Desi Professional has stain F� Design ped an signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment, such plans or specifications are in compliance with this Code. Builder/Designer �_-�/ N�r�c« Date l4- Jy N c s-v o I I i i ` q IIdAGE RESPONSIVE DESIGN ARCHITECTS 1 ,'11 i r ti`d 0 `7G3 LONG ISLAND , NEW YORK 0 C June 19,2003 Town of Southold Building Department 53095 Main Road Southold,NY 11971 Dear Damon: I am submitting the following information, at your request, concerning existing and proposed lot area coverage for 3025 Star Road in East Marion,NY. The existing lot area is 32,005 sf with a maximum allowable coverage of 201/o, or 6,401 sf. The existing built structure breakdown is as follows: House 1,581sf Garage 625sf Covered Platform 100sf Wood Deck 578sf Hot Tub 64sf Gazebo 121sf Pool 772sf Pool Deck 240sf Total 4,081sf Proposed Addition 61 8s Plus New?d Fl.Deck 210sf New Total 4,720sf Less Deck Area To be removed to Accommodate New Addition 206sf Final Total 4,514sf i These calculations are intended to show the proposed lot area coverage of 4,514sf is less than the maximum allowable coverage of 6,401sf, and,that no additional structures other than the portion of the existing wood deck(now attached to the house)need to be removed for compliance. If you have any additional questions regarding zoning issues,please contact me at 631.874.2142. Thank you for your assistance. Sincerely, �ERED Al, Linda utelschiek, LAB/lb , a Enc. qT o scz o^c i COMMERCIAL RESIDENTIAL ARCHITECTURE PLANNING 9 Bernstein Boulevard Center Moriches NY 11934 Tele/Fax. 631.874.2142 v' 7W-1802 BUILDING DEPT. [ / INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE INSPECTO ,� qs6 o M-1802 BUILDING DEPT. INSPECTION /[ FOUNDATION 1ST [ ] ROUGH PLBG. UNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY RE ARKS: C� L r DATE INSPECT 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FODATIOON 2ND P [ ] INSULATION - �' [ l FINAL [ ] FIREPLACE & NEY REMARKS: 41 DATE INSPECT 765-1802 BUILDING DEPT. NSPECTI® [ ] FOUNDATION IST [ OUGH PLBG. [ ZINATION [ ] INSULATION 2ND G [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE 3 - INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ]:NSULATION GH PLBG. [ ] FOUNDATION 2ND [ [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: sva Aa { oto �- T z DATE , INSPECTO E� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING FINAL [ ] FIREPLACE & CHIMNEY REMARKS: . ZL 2L DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [ FINAL [ ] FIREPLACE A CHIMNEY REMARKS: DATE a INSPEC FIELA INSPECTION REPORT A CONIN TS s74loll N FOUNDATION ) # -------_._____�__��_:__._ FOUNDATION(2ND) z 0 a ROUGH FRAMING& eZF y k'LUMBING _A INSULATION PER N.Y. "3 STATE ENERGY CODE i c FINAL i I ADDITIONAL COMMENTS p Z. m i I O z a TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying TOWN HALL Board of Health SOUTHOLD,NY 11,071 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey PERMIT NO. J ks �/ Check Septic Form N.Y.S.D.E.C. Trustees Examined20 Contact: Approved 20� Mail to: Disapproved a c Phone: r-. Expiration 20 a .' ` iS ____ — -; Build' g pector w - _ 9 2001. 3 i APPLICATION FOR BUILDING PERMIT ' Date M y F? 20e3 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. DPLICATION 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. (Signature o applicant or name,if a corporation) 02 5- 5 (Mailing address of applicant) State whether applicant is owner, r DWnl-raf / Name of owner of premises OAF--1'Em "A0A&T&Mc0-P- l A� NAAF?it-jAr-t!i�) (As on the tax roll orlatest deed) rf ap t is a corporation signature of duly authorized officer lJJ P (Name an title of corporate officer) Builders License No. (to V=c LLow> _ Plumbers License No, Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 3o'Z 5 -- -5 Utz s lay . a s; Nt asz o House Number Street Hamlet County Tax Yap No. 1000 Section— °L 2 Block G Lot 20 Subdivision Q X11 Vu5 hn _ Filed Map No. Lot 2. State existing us6 and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 0 w;- - APA i L I b vis?L!-i Aa &- :P2 KA e N—i A i Aj b. Intended use and occupancy ` i 3. Nature of work(check which applicable):New Building Addition__X' _Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $10 , 0 U 0_ C 0 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units I Number of dwelling units on each floor---L— If oor1If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. i 7. Dimensions of existing structures,if any: Front Rear Depth Height :�-74 ��, = Number of Stories t- i Dimensions of same structure with alteratio s or additions: Front SA✓L1 �E Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front its r- Rear Depth ® FT- Height T- Height i Number of Stories 2.- f 9. Size of lot: Front g Rear Depth 1 E4 - -2- 10. ate of Purchase �� Name of Former Owner /f1N SC s OLJ tJ I 11. Zone or use district in which premises are situated R - 40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_No_ 13. Will lot be re-graded?YES`NO_rWill excess fill be removed from premises?YES NO 14.Names of Owner of premises ' �'EM t � Address ®Z�j S �D hone1No.� Name of`ArchitectUv4wx A ISEu-reLscsi;ES Address915ea'i5TP-4.j isl'V c.'frI one No 0) .$74. >a42 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO_ IF YES,SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO r IF YES, D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF q) � AjZ r G M oS N OARI U A KIS being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the C5 V-/N12)e— W�unhartnr A ' orporate Officer, of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application, that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 2-7 day of &i-1 L-- 2003 Notary Public p Signature of Applicant �EOZJCE u`µ11 ct 55/3H.41ry� 4"VOE@CiJ %P {4[E OF GZEW Mo moo. lni`��bo �b55 '?ua�i�'aGq £n �1ry',nfs epounttJ ,gs+ .,i Ot: r%�[CE4 JDVEli29EZ D2y ��'%� 4 0mciF YORK "Ta TE 0.TOWN CUBES NF1 REQUIRED SAND CONDITIONS OF NE kvm_01.0�648� ROOD --- .rr- �OUTHOLDTOVJF1pL4NNVtVDIAAD COMPLY WITH CHAPTER "46" _ FLDOD DAMAGE PREVENTION SOUTf7dLDTOWN T USTEd SOUTHOLD TOWN CODE. m— kyi DEB APPkdVED AS NOTED • • DAt1, I 3 B.P.N Z9 S.7 FEE:.. BY: NOTIF BUILDING DEPARTMENT AT S � 785.1802 DAM TO 4 PM FOR THB e FOLLOWING, INSPECTIONS: The Marinakis 1 FOUNDATION TWO REOUIREtl FOR POURED CONCRETE R. ROUGH • FRAMING 6 PLUMBING B.OEATIRGA S. INSULATION �i�r JPANCAY 01� AECUTAED 4: FINAL - CONSTRUCTION MUST �., IS UNLAWFUL RE COMPLETE_FOR C.O. ALL CONSTRUCTION SHALL �1EET 7HE AtOUIREMENTS OF THE CODES OF NEW 3025 STARS ROAD E . MARION , L . 1 . , NY & =P A CYFICAT 9 57 nFMIGNORECONSTRUCTIONS ERRORS, PLUMBING ALL CONSTRUCTION SHALL ALLPLUMBINGWASTE CERTIFICATION OF MEET THE REQUIREMENTS OF THE 8 WATER LINES NEED NAILING & CONNECTIONS CODES OF NEW YORK STAT" TESTING BEFORE COVERING REQUIRED. NEW 2111111111111111STORY ADDITION ONpTpFibmnWITH PLUMBER CERTIFICATION FGRAMING UNTIL S 11.ri�N ON LEAD CONTENT BEFORE OF FOUNDAT10i�c0 GERT 4&4TE 9F GG IDAAIC y HAS BEEN APPRD)VfaD+ SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF I%LEAD. ABBREVIATIONS KEY P LAN ]DRAAWINCI INDEX PORTION OF EXISTING /2° 3r-o° SHT. NO. DESCRIPTION A.GT ACOUSTIC CEILING TILE MANUF. MANUFACTURER OVERHANG TO BE _ ADJ. ADJACENT/ADJUSTABLE MAX MAXIMUM REMOVED A.F.F. ABOVE FINISHED FLOOR MECH MECHANICAL A-1 TITLE SHEET BILK. BLOCK MIN. MINIMUM LINE OF NEW BLK'G. BLOCKING MTD. MOUNTED HATCHED AREA T �� —{ GABLE ROOF A-2 GEN'L. NOTES, PLOT PLAN, PLMBG. RISER DIAGRAM CENTER LINE MTL METAL INDICATES LIMIT OF NEW 2-STORYLINE . SITE PLAN and ZONING CALC COG. CEILING I.C.UNOT T CONTRACT ADIDITION (approx. 618 SF) ,� H .iD ROOF OF EXIST A-2.1 S. COL. COLUMN N.T.S. NOT TO SCALE ��/ � CONSTR. CONSTRUCTION cc ON CENTER ; CONT. CONTINUOUS OPP OPPOSITEJ./;� A-2.2 BUILDING PLANNING and DETAILS C.T. CERAMIC TILE PL. LAM PLASTIC LAMINATE c - c / �CXISTING 2 STY. DIA. DIAMETER PLYWD. PLYWOOD JA 3 EXISTING FOUNDATION PLAN DIM. DIMENSION PTD. PAINTED / WD. FR DW LLING ELECT. ELECTRIC R.R ROOF RAFTERS ti A-4 EXISTING FIRST FLOOR PLAN ELEV. ELEVATION REINF. REINFORCING EQ EQUAL REQ•D REQUIRED X90A-5 EXISTING SECOND FLOOR PLAN EQUIP EQUIPMENT S.D. SOLID CORE ° WNDOOWS TO A-g SECTIONS and DETAILS FIN. FINISH SIM. SIMILAR r�0 \ UND15T�URBED FL FLOOR STL STEEL FR FRAME SU5P SUSPENDED INDR INDICATES MIT OF A-7 ELEVATIONS FR. FIRE RATED TIAK. THICKNESS NEW 2nd STY, WD. GA. FIRER T.O.P. TOP OF PLATE DECK (approx. 120 SF) yT- A-8 ELEVATIONS SILAGE S F GL. GLA55 T O.S TOP Cr SILL -Iis S„ GYP, BD. GYPSUM WALL BOARD TYP. TYPICAL A-9 r WINDOW and DOOR SCHEDULESIDETAILS G.W B. GYPSUM WALL B°AR° UO.N. UNLESS OTHERWISE NOTED NOTE: O A-10 REFLECTED CEILING/ ELECT. PLAN H.M. HOLLOW METAL VERT, VERTICAL G.C. SHALL VERIFY EXIST_ 5:12 HORIZ HORIZONTAL V.I.F. VERIFY IN FIELD ROOF PITCH PRIOR TO COMMENCE NT HVAC HEATING/VENTILATING/AIR CONDITIONING WD. WOOD OF NEW WORK - NEW ROOF TO MATC STARS ROAD C O NS -L-J1LITANTS C� ENERAE NOTES ES ]CNFORMATION DISTRICT : TOWN or SOUTHOLD I. DO NOT scale Drawings. Written dimensions supersede TOWN EAST MARION scaled dimensions. SECTION 22 BLOCK 02 LOT 20 e,. per\, ER ARS ZONED RES. R-40 2. ALL conditions and dimensions to be verified in Field bg G.C. poi o' OCCUPANCY CLASSIFICATION a,m s-� •° w prior to construction and prior to ordering materials. Any dis- R-3 crepancies shall be brought to the Immediate attention of the TYPE OF CONSTRUCTION 55 WD. FR- Architect. EXISTING USE ONE-FAMILY DWELLING PROPOSED USE ONE-FAMILY DWELLING 3. ALL construction shall be In strict accordance With the EXISTING Ist PL. AREA: 1,578 SF NEW Ist FL. AREA: 618 SF NEW 2nd FL. AREA. 618 \ sF or- New York State Bwiding Code and all local codes and LOT AREA : 32.o05 sF X14-03 4"' authorities having jurisdiction over Same. MAX. COV'G. 20% // ZEA APPROVAL OF 32% MAX. COVERAGE, FEB. 26, 2003, APPL. USISS, 5230 AS AMMENDED 4. NO Work shall commence until all required approvals and permits ALLOWABLE COV'G. : 32% OR 10,242 SF PROPOSED COV'G. : 32% OR 10,073 SF have been obtained by the Department of Buildings, and all other agencies, as may be applicable. SETBACKS : eRes. B) S. These Plans have been prepared In Strict conformance With the FRONT REAR SIDE 2002 RESIDENTIAL CODE OF NEW YORK STATE, and EXIST. 37.1 FT. ss FT. 10.3 FT. These Plans have been prepared In strict conformance with the PROPOSED SAME SAME SAME NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE, Play 2002, FOR: Suffolk Countq, Zone 1113, 5,150 degree days. REQUIRED 40 FT. 50 FT. 35 IS FT. MIN. MAGG. See Attached Worksheet. T _ M _ # 1 000-22- 02 -20 ISSUES FOR PERMIT = JUNE 14, 2003 Al � �/1L � C � � � � � � N � � �T � � � S-'--- SIGN ASC HI °-1� � CC TS REVISION NO. DATE C,.� NER � � NOTES . ° o I. ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH THE RULES and REGULATIONS OF THE TOWN MICROLLAM/PARALLAM/TJI NOTES (as they may apply)OF SOUTHOLD, AND THE NEW YORK STATE RESIDENTIAL BUILDING CODE, and WCFM High Wind Edition. , 2. THE G.C. SHALL BE RESPONSIBLE FOR ALL GOVERNMENTAL and BUILDING DEPARTMENT INSPECTIONS and CERTIFICATIONS. I. ALL SPECIFIED 'TRUS-JOIST MacMILLAN' PRODUCTS SHALL BE INSTALLED / THE G.C. SHALL OBTAIN CERT-OF OCCUPANCY AT THE CONCLUSION OF THE WORK. PERMIT and APPLICABLE FEES by OWNER. AS PER MANUFACTURER'S SPECIFICATIONS. 3. THE G.C. SHALL CARRY INSURANCE IN THE AMOUNTS and FORM REQUIRED BY THE MUNICIPAL AUTHORITY ISSUING THE BUILDING PERMIT. 2. MINIMUM BEARING SHALL BE 2" AT ENDS, TYPICALLY, and SHALL BE 9. THE OWNER IS RESPONSIBLE FOR ANY AND ALL FUTURE PERMIT RENEWAL(S), AS APPLICABLE, IN THE EVENT ACROSS FULL WIDTH OF ANY BEAM/MEMBER. ds"/ f,l� ° OF EXPIRATION. 3. PROVIDE CROSS-BRIDGING AT MIDPOINT OF SPAN, TYPICAL, AT ALL V�"Y- ° -., - -_ 5 ALL DAY DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT THE EXPENSE OF THE DEMOLITION FLOOR JOISTS; 8'-O"o c. , MAX. CONTRACTOR. 9. 3/9" PLYWOOD SUB FLOOR SHALL BE GLUE-NAILED ON 'TJI JOISTS' 6. ALL MATERIALS SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. I 1. PROVIDE ALUM. DRIP FLASHING AT ALL OPENINGS, MATERIAL JOINTS, ETC., AS NECESSARY. AS PER MANUFACTURER'S /, RECOMMENDATIONS. /, 7041 THESEDRAWING6 .nLSPECIFICATIONS AS ISTRm,ENTSOESERVICE 5. PROVIDE SOLID LUMBER (1T DOUBLE LE HEADERS AND TRIMMERS' AT ALL I REEF,N THE PROPERTY I, IMAGE RESPONSIVE DE51GH ARCHITECTS 8. CONTRACTOR SHALL PROVIDE CAULKING AND SEALANT AT ALL EXTERIOR JOINTS AND OPENINGS, BETWEEN WALLS/ 1 NAUTHORI'ED NEE. CHANGES, o, PEE CATION IE STRICTLY PROHIDITED. FOUNDATION/SLAB, AND SHALL WEATHERSTRIP AS REQUIRED. SKYLIGHT WELLS, OPENINGS, TYPICAL AS SHOWN ON PLAN 1 ' I FF NNLEEE EXTREEELY APPROVE. Dy IMAGE RESPONSIVE OE51GN ARCHITECTS 12' �,N • I, 11 - InrRINGEMENTE SHALL 9E PROSE' TED 9. PROVIDE 'CCA' PRESSURE TREATED WOOD IN CONTACT WITH EARTH AND/OR CONCRETE FOUNDATIONS, SILLS, L ALL MTL. CONNECTORS, HURRICANE TIES, ETC. by 'SIMPSON' STRONG-TIE I rl��' =ONTRACTOR E, VERmY ALL MELD CONDITION5 end DIMENSIONS PLATES, ETC. FOR ALL STRUCTURAL CONNECTIONS (FOR 120mph WIND LOAD). I 14 Fo n 'OLLT BE ESAHn"sI eE MAOE`Io atFiAFOFi E' oxTRacrOR 1 O. NO BACKFILL SHALL BE DONE NEAR FOUNDATIONS UNTIL ADEQUATE BRACING HAS BEEN PROVIDED. I. v W-o. OR ANY ERROR SH NEGLECT ON HIS PAR' 11. SOIL SHALL BE CHECKED FOR OLD EXISTING ROOTS, ETC. TO BE REMOVED IN PREPARATION OF NEW FOUNDATION -ra -- WORK. yA I SEAL 2. ALL EXISTING SHRUBS AND PLANTINGS SHALL BE REMOVED WHEN IN CONFLICT WITH NEW WORK. G.C. SI-IALL COORDINATE I� T1 ✓ 2 WITH OWNER REPLANTING OF SAME �„� a• SpA 13. FOR ROOF SLOPES LESS THAN 3:12, PROVIDE DOUBLE UNDERLAYMENT AT STRIP ASPHALT SHINGLES (WIND RESISTANT WITH d y`V��- D A)C FACTORY APPLIED ADHESIVE), AND CEMENTED SAVE FLASHING. I ITL. FASTENERS/CONNECTORS (aS the ma apply �2" w"a = 19. PROVIDE 1/2' THICK MOISTURE-RESISTANT GYP.BD. AND 1/2" THICK 'CDX' PLYWOOD, AS APPLICABLE, IN ALL AREAS f: SUBJECT TO MOISTURE (U.O.N.). REFER TO SHT A-22 FOR WIND BORNE DEBRIS DATA and 'SIMPSON I5. PROVIDE ALUMINUM FLASHING AT ALL OPENINGS, JOINTS BETWEEN MATERIALS, BREAKS IN BUILDING ENVELOPE, AND STRONG-TIE' SPECIFICATIONS. CHANGES IN IN ROOF PITCH, ETC., ACCORDING TO ACCEPTED PRACTICE pe4, r2o �Ur- I,I�.M 16. GC. SI-IALL CONNECT TO EXISTING ALL NEW PLUMBING, ELECTRICAL, HEATING and AIR CONDITIONING EQUIPMENT AS TI-IEY MAY APPLY, UNLESS OTHERWISE NOTED. 11. ANY AND ALL APPLIANCES, FIXTURES, AND/OR SPECIALTY ITEMS NOT SPECIFIED ON DRAWINGS, SHALL BE SELECTED 1 I BY OWNER, APPROVED BY ARCHITECT, and INSTALLED BY G.C. FOR A COMPLETE JOB. I3,� 1 ��W Isy �L PROJECT TITLE I8. ALL NEW CODES. PA.WORK/DISTRIBUTION SYSTEMS SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE AND ALL g -- � 19. G.C. SHALL FIRE NEW PROVIDE INTERCONNECTING RE DETECTING and SMOKE ALARM SYSTEM AS PER NEW YORK STATE ��„II GNL yp,�fi 2 -STORY BUILDING CODE; AT OR NEAR THE CEILING, IN ADDITION TO CARBON MONOXIDE DETECTION DEVICE. U3C14 I C� 20. ALL LIGHT FIXTURES SHALL BE SELECTED AND PURCHASED BY OWNER, INSTALLED BY G.C. ��, I � ADDITION 21. ALL NEW PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS REQUIRED BY NY5 CODE. CAST IRON PIPE SHALL CONFORM WITH LOCAL CODE REQUIREMENTS, and SHALL HAVE APPROVED JOINTS, PIPE SUPPORTS AND GLEANQUTS. T.S. YPLU � BIND RISER' DIAGRAM N. p 22. ALL NEW FINISH MATERIALS SHALL BE SELECTED BY OWNER, APPROVED BY ARCHITECT, AND INSTALLED 8Y GO. (U-O.N.). a� �111� 23. G.C. SHALL INSTALL ALL LOC LOCK HARDWARE, SHELVING, ETC. FOR A COMPLETE JOB ALL NEW PLUMBING SHALL BE IN STRICT ACCORDANCE WITH THE NATIONAL PLUMBING CODE, MAf�I NAKIS 29. G.C. SHALL PROVIDE NEW ALUMINUMMINUM GUTTERS AND LEADERS AS REQ'D. (FINISH COLOR TO 8E SELECTED). NEW YORK STATE RESIDENTIAL BUILDING CODE and ALL LOCAL CODES, 25. ALL NEW WORK SHALL CONFORM TO THE 2002 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. and SHALL COMPLY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH RESIDENCE 26 THE ARCHITECT 15 NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, AND/OR SEQUENCES. StiFFOI K cDOfNf7Y CLERK'S DF-FrcF ` 3025 STARS ROAD 96:, AS Fl;.r. ^,f7 3e64 E. MARION, L.I . , NEW YORK FOUNDATION and CONCRETE LOT 2312000 SURVEY OF PROPERTY ' N AT EAST MARION LOCATION MAP/KEY PLAN I. ALL CONCRETE FOOTINGS TO BEAR ON UNDISTURBED SOIL WITH A MINIMUM BEARING VALUE OF 2 TONS/SQ.FT. (V.LF.) I N 7B•36'30' E roN PIER m w TOWN OF SOUTHOLD 2. BOTTOM OF EXTERIOR CONCRETE FOOTINGS SHALL BE 3'-0" MIN. BELOW AVERAGE FINISHED GRADE, (U.O.N) SHE rC p.0 °? o SUFFOLK COUNTY NEW YORK 3. CONCRETE STRENGTH SHALL BE AS FOLLOWS: nE'N ""� '1 B,,,ES' ' _ 'r vol M 1000-22-02-20 a.) FOOTINGS, PIERS, FOUNDATION WALLS: re sHED a "II ..... -_ r ° J' srr. x 5 s 1000-22-04-28 Cc = 3,000 psi stone cont. /` o � C0"E N FR, GAR. v,s o iER SCALE: 1 =30 b.) SLAB ON GRADE: ii H0� - , s _ fc = 3,000 psi stone conerC ° JAN. 28. 2002 A.) SUPERSTRUCTURE SLAB: _�' , ' V N a CONI / fc = 3,000 psi stone con c. OI E'To N , 9. ALL REINFORCING BARS TO BE LAPPED A MINIMUM OF 90 DIA. AT SPLICES AND CORNERS. f Z oa = „� x ",�, r000 OPIER S ALL REINFORCING BARS SHALL BE A60 GRADE 60 BILLET NEW STEEL, DEFORMED AS PER A.S.T.M A-60 t N A° ora sr� Pa. ee' r o 40 6. MINIMUM PROTECTION FOR MAIN REINFORCEMENT SHALL BE THREE (3") INCHES FOR CONCRETE POURED AGAINST wC ° " e EARTH: ALL OTHERS SHALL BE TWO (2') INCHES. '` Q ?s, ob a H`rE� Uma. PIER 2' 7. WIRE FABRIC SHALL BE ELECTRICALLY WELDED AND SHALL HAVE AN ULTIMATE TENSILE STRENGTH OF 10,000 psi (A-82). o t vEE� Be. R 8. CONTRACTOR SHALL PROVIDE PROPER SLEEVES IN FOUNDATION AND SLABS TO ACCOMMODATE ANY PIPES PASSING THROUGH. TI ..--•�� 1ypp0 EE i 4ATe�epAge, �S S l I2'E 1 , O° } -:114 f��,{ � '`' �?�j- 9. FOR 9" THK. P. CONC. SLAB ON GRADE - PROVIDE 6"x6' 10/10 W.W.M. OVER 6 MIL POLYETHYLENE VAPOR BARRIER OVER 'r c� -54 - _ _CV6�.7" -4r_ VyR 1 C OF WELL COMPACTED CRUSHED STONE OVER GRADE. rn :_ -GXtyT•-- ;-! - 0 -yJ�FIZ.:diL pi-filvN �2 's�� min�xeseort�venBylcut 10. ALL CONCRETE HAUNCH FOOTINGS SHALL BE PROVIDED WITH TWO fD 45 RE-BARS, TYP. � -22-02 (J4FPRdX. Cn185 =g o9/- �- .ARCIUMCT_S_ LOT 220 e" b STRUCTURAL o �P a : !as•°` , � T'I -{ OCfi 4' rG r VI N 5 11 :" O: o a w Gqz o �v p�o� n» E io,bs' o w LUNG ISLAND NEW YOR1< I. USE DOUGLAS FIR No. 2, E = I.S; _ REPETITIVE MEMBER USE Fb = 1006 psi Oo' W R CENTER MOR1cHES NY 11834 SINGLE MEMBER USE: Fb = 815 psi ? a S 79 29 C Nis COURT /„ o 'IuNI3PEN04D•as rn BERNSTEIN BOULEVARD 2. GRADE MARKED LUMBER FOR STRUCTURAL USE SHALL BEAR GRADE MARK AS DELIVERED TO SITE. N 81'3 i pRORos `� 10(1)(3-22Tal/Fox: ES1, 874. 2142 .o ''' 40, 0' W �� 1G- ' Email: atisctrINposomcom 3. WOOD SILLS SHALL BE (2) 2" x 6" 'CCA' with 1/2" DIA. ANCHOR BOLTS AT C-0"o.c. MAX., 12" FROM ENDS/CORNERS. m 9. ALL WD. HEADERS SHALL BE SUPPORTED BY 9" x 9" WD. POSTS, MIN-, TYP. (U.O.N.1 p o 0 1.(? _ (84.28' DRAWING TITLE S. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND z =Tt`� -U� RJcl tMu m W 1 J PARTITIONS RUNNING PARALLEL TO SAME. m E'�EMo �p "5 29,p0. W `, PLOT PLAN GENAL. NOTES �, W 6. CROSS BRIDGING SHALL BE EITHER SOLID I" x 3" WOOD OR 18ga. METAL BRIDGING AT 8'-0" o.c. MAX., TYP. (U.O.NU. je q Z)1-p �i S 7 0a 21 ° E,�� NEW y09y 1. ALL HEADERS SHALL BE (2) 2"x8" MIN. (U.O.N.). tAl �ti� LOT pti ,.METS R PLMBG. RISER 4c B. THE TOP AND BOTTOM EDGES OF JOISTS MAY BE NOTCHED NOT TO EXCEED 2". I;i m 9. JOIST HANGERS, HURRICANE TIES, ETC., SHALL BE 'SIMPSON STRONG-TIE' OR APPROVED EQUAL FOR ALL FLUSH iTE DATA i -�'LpW. SCALE A5 NOTED STRUCTURAL CONNECTIONS. 1-20 AREA=21,937 S.F. ■ =MONUMEnI,' ROAD (yPIL 1J HS 66t' 4961P 10. ALL STRUCTURAL WOOD SHALL BE KEPT 2" MIN. BACK FROM MASONRY CHIMNEYS AND/OR FLUES A-% PERPCCfJrdlC p - DRAWN by : LAB DATE : 14 JUNE 2003 NYS BLDG. CODE. i-28 AREA=10,068 S.F. AN, ALrERAnoN mR Aoini mN ro Iws SNRer IS A vlm.AnaN (631) 765 - 50' L +6.31" 765 1797 AREA=32,005 S.F. ar SEUIaN 'Pol or THC ME, ,ERI SI.Tc rwCAnmN AV P BOY 909 CHECKED by :_ DATE ; I I /� ,ICCs As PER SECTION 20c-SDDDILISHIN 2 ALL CERTIrICATNn'6 Ali/ ELECT. HEREON ARE VALID FOR 1HI5 NAP AND COPIES TNCREOr OIL Ir 1230 TRA VL( ER EFREET HVAC/V SAID CAP OR COPIES REAP 'HE IHPRFSSED SIG, ar INC SORVSWAD 0 / /,T O L,Hmsr SIGNATURE AP=EAPS HERmu SOUTH01.,D, A11 d Y 97; 7 VV COMM. NO : 03-0301 I. HVAC CONTRACTOR SHALL VERIFY EXISTING HEATING AND COOLING LOADS AND CAPACITY OF EXIISTING SYSTEM TO ACCOMMODATE NEW 2-STORY ADDITION. 2. G.C. SHALL EXTEND, AS NECESSARY. EXISTING PLUMBING/HEATING/ELECT. SY5TEM(S) FOR NEW ADDITION. - __ DRAWING No, 3. CONTRACTOR SHALL PROVIDE ALL NEW HOT WATER BASEBOARD by 'SLANT-FIN' AT NEW ADDITION. TMU 1000-22-02-20 R-90 ZBA$r 4958 9, ELECT. CONTRACTOR SHALL PROVIDE NEW ELECT. SUB-PANEL BOX AT NEW ADDITION FOR NEW WOFRK. F +_ O T F 7� v/� �I 5. G.C. SHALL CO-ORDINATE WITH OWNER LOCATION(S) OF NEW A/C SLEEVES. 6. G.C. SHALL PROVIDE A NEW HW/BOILER FOR NEW ADDITION. ale. I" = 30'-0" REFER TO SITE SKETCH, A20r12 SIFT. A-2.1, FOR BLDG. SURVEY SHALL BE PROVIDED by OWNER OF SUBJECT PARCEL. and ZONING CALC'S. ALL INFORMATION SHOWN ABOVE 15 FOR DIAGRAMMATIC PURPOSES ONLY, AND I5 TAKEN FROM AN ACTUAL SURVEY PREPARED Ing PECONIC SURVEYORS, SOUTHOLD, NY DATED JAN. 28, 2002. REVISION NO. DATE o � o 0 0 0 0 0 0 o e o e THESE DRAWINGS PV SPECIFICATIONS.AS INSTRUMENTS OF SERVICE. REMAIN THE PROPERTY of IMAGE RESPONSIVE DESIGN ARCHITECTS. UNAUTHORIZED USE. CHANGES, u PUBLICATION IS STRICTLY PROHIBITED UNLESS EXPRESSLY APPROVED b, IMAGE RESPONSIVE DEWA ARCHITECTS INFRINGEMENTS SHALL BE PROSECUTED CONIRACTOR SHALL VERIFY ALL FIELD CONDITIONS end DIMENSIONS. end SHALL BE RESPONSIBLE FOR FIELD FIT and QUANTITY or WORK NO ALLOWANCES SHALL BE MADE ON BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART SEAL ,(\TR�E-O A 1 I�J}LLeL � H UCP YUEC�U1 1 Z ,rl.=nil I 01 a I1 Oprle�i� 13 � PROJECT TITLE 1 NEW pl'K. *14) %Q sc,1 2 -STORY ADDITION at the M ARI N AKI S n. R 01 --_- I 11 . \ � n G^ riC01/"'1I X17 / 3025 STARS KOAD E. MARION, L. I ., NEW YORK r[ Ci 1 _.�} Itil IG.o. � UM1I" c°x LOCATION MAP/KEY PLAN -I'© LxiF� KEt✓1C"N�G' Oar � 4;,���z'• � talFP anX. CF���1r) l,( w xTTY-4 vilor- r _ = SIN(S 4117,. __.—_ i 6 � 1 W ¢ 0 C. uoI,umnesu40Nsrva>o=lar S ARCHITECTS Bay Q Z9' ao 1 11' LONG ISLAND NEW YORK 9 CFf1B3 fvCRMES NY 11934 BERNSTEIN BOLJLEVARO Tel/Fox: 631 074, 2142 Emoll: orkilect@ix.nelcomcom I DRAWING TITLE 4o PLOT PLAN rX IST I�cp LOT Agp"o. . 3,z,005 ZONING CALC'S Arril .oveb MA>r• 6.O'NI,RAc'0e' : 32� �� Ia,242h� SCALE Z15A -15150', 523Q AM4?,W P [� ' _ �� y A ___ —P l..l fs LIG'—_--- �'C"?. IkEL �•?I'� - �A.�,.' '�-,.. j 1 '� � DRAWN ey Lt+,p, DATE 1$ MA"( '�o03 CHECKED by , DATE COMM. No. IIlo3-mmol r'XII &,W� W����,�1•d�4�'s1T �� i=> .+ . � f Ni .: 'R Ac,-r �1J i�-'�'eY DRAWING NO. I c SLC �lII� FLl1c�Lr?, h-I°I 'I Zcn:�, '2� C Ab�l�loh� Lo l6 �i� rep �'w wp Of 112 roTaL- Io,C1T3hF < Io,2AGhF • ■ REVISION NO DATE n , LEDGER ATTA(HMFNT 0 TlmberStranA' HaehlnU Julsts,.lnd o / AS PER THE NEW YORK STATE RESIDENTIAL BUILDING CODE, CHAPTER 3, Buildrn P51-rim board decklfg Planning, THESE PLANS HAVE 0 BEEN PREPARED IN STRICT ACCORDANCE WITH BCNYS Section 1609.2 and REFERENCED STANDARDS IN RCNYS, Section R301.2,11 FOR THOSE STRUCTURES 1) LOCATED IN AREAS WHERE THE BASIC WIND SPEED IS IlOmph OR GREATER, and, 2) IS LOCATED AT A DISTANCE WITHIN (1) ONE MILE INLAND FROM THE MEAN HIGH WATER LINE. THE FOLLOWING REFERENCE STANDARD HAS BEEN UTILIZED IN THE. DESIGN OF THIS ARCHITECTURAL PROJECT: —z"— et<lar' THESEDRAWINGS and SPECIFICATIONS. AS INSTRIIMENlS Or SERVICE, REMAIN THE PROPERTY or IMAGE RESPONSIVE DESIGN ARCHITECTS American Forest aper Association (AF9PA) 1995 WOOD FRAME CONSTRUCTION MANUAL for ONE and TWO FAMILY REMAIN THE F DBE. CHANGER ". PuaLICATION IS STRICTLY PROInIBITED DWELLINGS/ HIGH WIND Edition, CHAPTER 3, PRESCRIPTIVE DESIGN. UNAn"act±ITEc15ENF`aYINOEI`IE�Ts sliAu"ae PRO E°C"�TE� DESIGN Ledger Connections-60 PSF Live Load • foi deck joist spans III to I',mlaih ledge.➢s sj,U1vn Ihove ,ah CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS end DIMENSIONS. s.d Ve" lad I o dI 13"u r I'HO norl and SHALL BE RESPONSIBLE FOR FIELD FIT end ONANTITY IT WORK, NO ALLOWANCES SHALL FE MADE ON BEHALF OF THE CONTRACTOR • 101 dllois)spans fluor 2'lit H',all,, l wldvl as ehumn.,Lova FOR ANT ERROR OR NEGLECT ON HIS PART Prdssice-1d'eaCeA / with 2 anvs of 1k`ll,,bolls err Ib", NA I L I i}��j G SCHEDULE Palydbm• P5Lbeams� olsCs suppo ed h I Ager he III spam form H'lit Ib',adaJr lodge. ,s sllu,en _ and coimnne above Ivlih 2 rows of%" nN bobs .I I T.u,; — n.., ... ..,,.o.... m... SEAL n„• ,' ee rpa r 2'manlnlon� __ , - e lei,Drsuplo” Nnn.Ill Ndla NOS' g t,n"' ,gx I bears cantilever L, }N, RDDH". .• helghL 'a� I c C id N P IpAAMWdI' IxN'I nbICJ3M Perm >3"T -'a,, �✓�' � I' ',. I Embedded_ heiNht ii' bnvwx�� BEAM TO COLUMN CONNECTION ��COLUMN BASE CONNECTION I /� � orf(rte 2 Ra RsrwTnp Bbl Tsofile<q kNTnbe33A) Re d �'� Column / t ��L � n Celiolorsl wTo FEW (Lernlr,p per owr Cellir gloisl Ln c L t,InP 2I� (..:•xp.".+ "='�I +1^t.p'� 1 nLlxevun. olSLensGlover lae 1 Ihle i i) ) cona'ebe footer clip Joint o Pool lel Rn Orr lPn.o- Ivor . - %' 6 Px over l'rvt e, . 11' ,r IInO Istr l,hle l]I I Cnl Erl'iew Rolle, THS IWJMI 4n'l'nh1e 191 0 x2 r x ace,at ezell eolwnn ___ pane I�- I �„". „rCf r. 'C:••rc, w•L+L - eona.etc foane. err slabParauam'"Ps- ` nL:.o2 a column \T^�_,,. l Dlucking¢,RR 11 II U 2-911 ever d.d r I ('2`"'�'r I\ simper" \ � f � ' Rnn DnmAlnR II lF 1-, I II 21661 -_ raL enU Column 5v on PTIc bbnpsu, _ \s O l/ 'f i " - s IOm �avr ISTA9 etre j i:'"1 SI tnU I1, CSO / A � F D!/ Nk I'WALLPRAMR9D"''a'n>+, N° N c� F ,.oh nm Sex '' p" TaprmmmT poor o -i lou xI(d prr rani �, =r (ul elnlnr) i" -Parallam° PSL Top PNI It meMisol IPnco-nadon 4 1(.I Im,6 endl side Go rune L.lulp au beam SmdroSlUd Face-noflnD 2-16d El IlNdsrwlla:WerlFnuc.nniir.n IST If"Uc.nlnug Mga 11 PC posh cap -"-'—Parallanrw PSL ` PROJECT TITLE I op or limon PN o,So.I Lod-nnd"D 2-I fid Fur 2,4 eod (OI'Snl a!) column LIST pp 20lluol 4.i Gd per 2o;sl I INI Plum ill nooljo ei Relotoot,I II Il u ,rRIotIo g 11 o, iled) 2 1 rd• per low T //� T NEW Y • 1f .lfAbh3 lirr +* b 'r RLdOR F7SAA7INO ., }a'I;. v DE AI �','�' I�F:m�✓ :w i_ 'u Y .� .,rd 1a�.;L. C7 o?l:� a'LV'I' _'� I 1 lovdU.Srq fpPll (IMr i'InLr,lled) ORI perJmv ] i 1 1 Dndghngwlole (I<, ,Udcd) 2-Rd Neb esu L�I Brtf t°:^�slA. e.t� tr`+'Lr '' 'i ,.L' rlr'- s`-1 01 a•"' 1.1 AU:14 iI,L•r=r•'i''',) 9lnekii loixl(1'ncmilcTl,. 2-Pd each end _ __ - _ --__—___. ___. --- —_ --- ADDITION 1 ION liNekit,m 3ilinr'I'apl`Ilnr line..nllnb a-Ifid endr Flock LdRxrSlnp In until Wil"TlcdnU J-ISd clebljoilf 1nixl on ill I'll al"Uolo In.11edl 1-ftd Per Jola at the IN o LMJ w luta :.dell 3 d p,r.ioia I=hdJ wRllI UI'lap Ylnir t iso nntlydr 2-IST' per mal '" , , (pt,) ,a . HODR6H6dTHING�I�('.• I;d.ve..li,rl .1114;, .� L.I,R,t:,i,,;..)I,a, MARI NAKIS grotto of plod, Rd ("i,Tnbie 19) Dioganol Load Shcorhing "xlll''r 1"xµ" 2-Rd ' peroiltim RESIDENCE r da 3-Rd sapport °A, ,�/ • • ''.Ce1LIN05t10.1TNWO�Iu .• t �_ rq 'd.e� A' iid Bti,W',� =I�4f . Oypsmn WdPoonN SJ coolers T'ed,/NYfield s�t Lil,l WAW.SNPATDINO fiat 4 SN.;,'Yx 0' +J d'.yam(.eY.FE`s•Ya'"i 3025 STARS ROAD Aparna" Pnnels RJ Hiss Table).9) E. MARION, L. I . , NEW YORK Pihc,hnnnl Ponds 2516" SJ 3"edgc/("field 25/12" µ,l "dlge/fi"field Dyponu 111 511 L,nacm 7"edge nR"lids LOCATION MAP/KEY PLAN Distill Rd (,,. rnhie 1.9) Pnrtolehan'd PMRR Rd M.Tnbie l 9) Di'vnUl Dol Slmnlinng I"x("or I".R" 2-8d let.mppori 'c I"xIU"orwider 1-Rd per support - tYia,Fd`b'y7erNniTFLODR SHDAT,H1Ntl '�..jgP,Mgj(. sWcruml Pnneia "arlexo Rd ("edge/12"field Bremer if l" Illd ("rdgc l(,LI,m Dioganol 9aWd Sheclhing I"xfi"lir l"x R" 2.Rd per sappoN "xln"nnvidrr 1-RJ prtolp,ol ' Nnilin6 re9nlrenrel.11 lire bl'ol N..it I nbenibuig endnl(.',Uoumos m pre pnncl nlge.II'well ebeutl.in0 I13 oo tenwrlir III Nlpe w.binin Ngbersirenrcnpndliol nmlh'g minmmne,ns li,r.arnnurnhnnnhem.,boll M1e JonM1led.err nVemme mm�Nlnm.a¢M1n d.nw pima, xholl be nadl o'"l the mill pnib Wl ' is.,will d,enrllinp is nmbnllana mor en tomtal n,el.Ihm..r1¢IMI umber ofnaii.AmD be penninnl to be rcdnced to 1-161 per Told ALL EXTERIOR GLAZED OPENINGS NOT PROVIDED WITH IMPACT GLASS SHALL BE PROTECTED WITH PRE-CUT OPENING PROTECTIVES (1/2" THK. 'CDX' PLYWOOD PANELS) DETAIL I DETAIL AS PER RCNYS R301.2.1.2 AND SHALL COMPLY WITH THE FOLLOWING: Ib1AQE REEPOMEIVE DE9ttiN W I N D-BORNE DEBRIS PROTECTION FASTENING SCHEDULE ARCHITECTS for WOOD STRUCTURAL PANELS IAS THEY MAY APPLY) G —lu FASTENER TYPE 7=,45TENER SPA CIN Cs Tel/Fox. 4 FOOT 6 FOOT PANEL SPAN ( PANEL SPAN ( PANEL SPAN LONG ISLAND NEW YORK ( 4 FOOT ( 6 FOOT ( 8 FOOT 2 1/2" 34 M091CHES NY 11934 WOOD SCREWS I6" 12" q" BERNSTEIN BOULEVARD Ct 8 2142 2 I/2" ile Emil`Emil` arkilectmlx netoelcmmcom WOOD SCREWS 16.1 I6" 12" N 120mpp DRAWING TITLE THIS TABLE 15 b. FASTENERS SHALL BE OSTALLEDWIND AT OPP05INGand ENDS3OFTTHE WOODOSTRUC URAL PANEL. PLOT PLAN, GEN'L. NOTES , C. NAILS SHALL BE IOd COMMON Or 2d BOX NAILS. MEAN PLMBG. RISER d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/ STUCCO, THEY SHALL 13E ATTACHED UTIL490 POUN DATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY e. IMPACT GLASS FOR ALL APPLICABLE WINDOW/DOOR UNITS SHALL BE 'ANDERSEN' CASEMENT (White) VINYL CLAD WOOD and SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 and of ASTM E 1886. SCALE AS NOTED CLIMATIC and GEOGRAPHIC DESIGN CRITERIA DRAWN by : LAB DATE JUNE 14. 20_03 GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER Ice Shield FLOOD CHECKED by : DATE SNOW DE51GN DESIGN Under- HAZARDS LOAD CATEGORY TEMP layment M. NO. 03-0301 SPEED Weathering Frost Termite Decay Required (MPH) me Depth 45 120 C SEVERE Mod/ SI-Med. II YES f 3' y Caere by Case DRAWING NO REVISED AS PER BLDG DEPT D F— T ,411-- DETAIL COMMENTS OF JUNE 30, 2003 . -. "'--- - ) • ' ) OF �/ /1 i/ 1 EL f. G.C. SHALL PROVIDE ICE SHIELD, AS REQUIRED, UNDER NEW ASPHALT SHINGLES AS PER NYSR:BC Section R905.2.1 NYSRBC SECTION R905.2.1, RSIC .1.1 and R905.2.1.2. REVISION NO. DATE o Z e 0 o / NEW ADDITION EXISTING e \�l 1, �K\\ I9'-5 1/2" (VJ /�Iry NEW ADDITION EXISTING THESE DRAWINGS and sPEOIICATIONEs, AS INSTRUMENTS OF 5PRVICr, o RAIN THE PROPERTY v WAGE SPON9IVE DESIGN ARCHITECTS N \ JNAUTHORIZED USE C4IANLE9,m PUBLICATION 19 STRICTLY PROHIC'TED, O / UNLC-55 E%PRE59LY APPROVED hg IRAGE RESPONSIVE DESIGN ARCHITECTS O A�\ �V \ 3 -p 4" EXISTING GONG' INFRINGEMENT5 SHALL BE PROSECUTED ryry �O /K\ ye KEY-IN STEPS TO GRADE coFTRAETOR SHALL VERIFY ALL FIRLD CONDITIONS nne DIMENSION' pl EXIST. , TYP. - - _- end S TALL BE RESPONSIBLE FOR FIELD FIT Intl QUANTITY a WORK NO ALLOWANCES SHALL BE rADE ON BEHALF OF THE CONTRACTOR - FOR ANY ERROR OR NEGLECT ON HIS PART ALUM. VENT OT — Jr— _— SEAL U, d P� EXIST. 4" DIA NEW C LUL SPACE ° � I AEHa wasTE O PIPE 2" THK. CEMENT SCREED ��"� I � 1 O ,^7 EXIST. 2"z 0" FJ's OVER 2" THK. IN U I\m XUI' CRUSHED STON O�Q ' / W `9 ABat IOVEBASEc., TYP_ ` I rv3- p )I MAINTAIN ACCESS mwez 2 AS REO'D. r. - T Op IJ (L c O, s,?, a 5 _ I F F,_3n x L MIN. DEPTH a�l� 9 i / ' EXIST. 2"x 10" FJ's EXIST. 3" DIA T -I PROJECT TITLE BELOW GRADE a ` / / t I6 o.c., TYP. 3 L. CO.O ^� O + STL COL. and o P. CONC FOOTING / STL OL " p; L Dc �O„ / ABOVE P CONIC FTG. TYPICAL \ y' �� fi l = y„ TYP. O1' + �' T x, O TYPICAL IL _ _ _I DEEP xl / /' J N L V V , \ P. EP 5 �\ \" O FOOTING, TYP ti - EXISTING CELLLAR z p 6.�,�U / \ (CONC. SLAB) ° N_ 2 -5TO RY X w ALUM. VENT / i�+ � r r - -I m ADDITION U GC. SHALL PROVIDE E \ L _ _ JI _ _ JI NEW LEDGER AT EXIST. - a t the FRAME WALL- x0 13/4"x 7 1/4" WOLM. PARALLAM PSL' 6y Trus-Dols[ Mac - \ GRED 1/2" Dc MARINAKIS ,POCKET, P. LAG-BOLTS at 2"o. TY/ EXISTING 12" THK. P.CONC. L" RE51 D E N C E NEW 12" THK. P.CONC. / FOUNDATION WALL, TYPICAL FOUNDATION WALL, TYPICAL \ \ / EXISTING \ � 3025 STARS ROAD with MAT H P EXISTING, FTG. ' E. MARION, L.I . , NEW YORK TO MATCH EXISTING, KEY-IN, TYP. �Fr� `'o, / (UNEXCAVAT ) ) TO EXISTING FOUND_ WALL yJO�O, \� / / (CONC. SLAB ABOVE) ( EXIST. ELECT. rx0 \ / / \ UNIT FIRED LOCATION MAP/KEY PLAN / 46 HW PROVIDE NEW — R iT WATER KEY-IN O STORAGE A ER GE TTANK \ NEW FOUND. WALL �_L _1T FOR NEW - ti�c� / \ \TO EXISTING. TYP. ADDITION / / — / UP — mom S O i Tic y \ _ ARCHITECTS _' LONG 15LAND New YORK YH\ EXISTING \ - Y BERNSTEINICHES NY BOULEVARD L E G E N D / Tel/FoxTel/Foxi E331874, 2142 EmoiP, orkilectftnelcom.com 5YIBOL DESCRIPTION O �U 0�h�� DRAWING TITLE EXISTING 12" w. PCONE. FOUNDATION WALL and /le POURED CONCRETE FOOTING EXISTING NEW 12" THK P.CONC FOUNDATION WALL wI[M1 - - / FOUNDATION PLAN 24"x IP' THK. P. CONC. FOOTING TO MATCH LEVEL WITH EXISTING) EXISTING WALL CONSTRUCTION TO REMAIN SCALE A5 NOTED - - - EXISTING WALL CONSTRUCTION TO BE REMOVED. DRAWN by LAB DATE : MAY I9, 2003 CHECKED by : DATE : NEW WALL CONSTRUCTION AS FOLLOWS: AT INTERIOR 2"x 4" WD. STUDS AT 16" o c., TYP COMM. NO. 03-0301 with 1/2" THK. GYP. BD. EA. SIDE AT EXTERIOR: 2"x 6" WD. STUDS AT 16" D.c. TYP wrth R-19 BATT INSUL. and 1/2" THK. DRAWING NO. 'CDX' PLYWOOD SHEATHING EXISTING FOUNDATION PL ,4N SICALE: I/4"= I'-0" NOTE: G.C. SHALL VERIFY IN FIELD EXISTING CONC. FOUNDATION WALL and FOOTING AT 4'-O" E.G., and MATCH NEW TO SAME. A30F12 ■ REVISION NO. DATE I REVISED AS PER BLDG. DEPT. R COMMENTS OF JUNE 30, 2003 0 0 Iry 9'-5 /2" (V.LF.) THEse DRAWINGS "I SPECPICRIONs. AS INSTEuIFITS OF S.RVICE. ryry 2, Po\ NEW ADDITION 3 '-O" REfIAIN THE PROPERTY cr ITAGE PEEPOusIRE DESIGN ARCHITECTS \' VO + 6 O ���� E V I S TI N/ urvauTHO RIZED USG. CHANGES. ar PUBLICATOx Is STRICTLY PROHIBITED. x, L o C A ) 2'-O' 4' 2'-4" _6_'-O" EXISTING IV L:{ uxLEss ExPRE55LY APPROVED IF IMAGE RESPONE E DESIGN ARCHIT2CTs A C 8 \ R.O. C — O INFRINLC-ry ENTS SHALL BE PROSECUTED \` �,O _ (2) <x D" C _ EXIST DN. coNTRACroR sHau. SETS I au FIELD coeoITlorvs "e DmervslOxs. \}A✓9 and SHALL gF. RESPONSIBLC- FOR FIELD FIT and OUANTITT eI WORK / " i CO ells NO ALLOWANCES 5HALL BE ITAOE ON SRHALf OF THE CONTRACTOR / O \ / - - - -' - POR ANY ERROR OR NEGLECT ON HIS PART. CLO - 2"x 10"s HDR U0000 NEW ) _ SEAL .- / \° n FOWD R O EXISTING EXISTINCs p T �1/ �2� R b DINING ROOM KITCHEN �STtiCE �9cv� y, /01� A LINE OF 2nd FL. WD. / / NARBLeI I ) mDECK ABOVE ' / / NELI.f THaesFl L �� EXIST. SLIDING DOOR P� nTO BE REMOVED and REF1N�° FAMILY ROOMit - RELOCATED (3/4" THK. TdG OAK FINFL ) - --- <' 4 \ NJ bel N C` s (p . 0, (\/ I - \FN _ ITP, / v� y�N EXIST 2"x 10" FJ's -_ NEW S 1/4"x S I/4" / y'D \� �' v I,JK _at 12" o_c_., T_ YP T, ABOVE - WOLM. Paraham PSI / 0 0 \\ ; cl 'O.. 0. J FxvTy�Ti' POST, TYP , with 0 @ DE TH 36" MIN '/ PROJECT TITLE DEPTH B G. b \ s / S ' ^J %p \ / / bU \�/G�\p -} P.GONC. FTG.. ,. ' _�_ NEW TYPICAL (2) /980 s C`,V 8.. :.( F NEW, WBEDROOM ,4oP 2 -5TORY �.. z.. EXIST 6"x 6" HA LT'BATH X ADDITION s; (3/4" THK. TIC, Q y +; ( WD. POST HALL p, OAK FIN. FL_) \p ' / \ OS \ W ry \ 6 1 ry `R1.� � // -ye 3:0 � ry R\i�(, �\ \O� d at the MAKI NAKIS ry �' EXISTING RESIDENCE ° > HOME OFFICE/STUDY NEW A/C NEIL) ' X m � �./`-.____��' ......__.�- ti� O. SLEEVE — \ W.I. CLOS EXISTING w" ` t� E MARION, L RONEW YORK LIVING Roots "O, \ \ CLOSETR D 6� LOCATION MAP/KEY PLAN /p^ and SHELF FOYER �. Y \y� EXISTING WINDOWS and FRAMES DN 3� \\ TO BE REMOVED - RE-FRAMEO to Cellar TO MATCH EXISTING with 2"x 6" WD STUDS at 16" ..E., TYP and I — 1\" /2" THK. GYP_ BD- EA. SIDE UP / \K z Y +iS\\p \ ITY �fA(ExH�0ti9IVBDH9fIN �/� \k/ ARCHITECTS LUNG ISLAND NEW YORK I CC / CC \ \ry/ CENTER CIN B�LILEVIAR� - - - L G t..F C N D - - \ Tel/Foxe 691, E4. 2142 sYnaoL oescrzlPnoN \\ / C l orklteott ix.natonmcom EXISTING 12" w. P.CONC FOUNDATION WALL and �` [DRAWING TITLE P. CDN . FOOTING 0/ DCISTING FIRST T NEW 12" THK. PCONC. FOUNDATION WALL wM1h IT FLOOR PLAN 29"x 12" THK. P CONC. FOOTING �� EXISTING WALL CONSTRUCTION TO REMAIN. \\,, SCALE : AS NOTED - - - EXISTING WALL CONSTRUCTION TO 8E REMOVED. DRAWN by : LAB DATE : JUNE 14,20. 03 NEW WALL CONSTRUCTION AS FOLLOWS: CHECKED 6y DATE : AT INTERIOR: 2"x 4" WD. STUDS AT 16" a.c_ TYP. COMM. NO. : 03-0301 with 1/2" THK GYP_ BD EA. SIDE _ AT EXTERIOR 2"x 6" WD, STUDS AT 16" o.c., TYP. with R-19 BATT INSUL. and 1/2" THK. 'CDX' PLYWOOD SHEATHING EXISTING FIRST FLOOR PLAN DRAWING NO. SCALE: A40F12 REVISION NO, DATE 0 0 a 0 y,\\ �\ NEW ADDITION — EXISTING HOUSE 0 0 1 2 (V.LF 2'-0 1/2" ) ° \try .� 3'-9 3/4" 3'-1" G NEW 2"x6' CCA' THESE DRAWINGS and 2C 11 CATIONS. AS INSTRUMENTS OF SERVICE. RAILING AT 3'-0" REMAIN THE PROPERTY Nf RIAGE RESPONSIVE F,5,B ARCHITECTS \gyp Q q\I \O \I \ ABOVE DECK - IINAOTHORI2Ep USE, CHANGES ar POBLICATION IS SI RICTLT PROHIBITED \ N NE A/C V IN LE53 EXPRESSLY APPROVED hII IMAGE RESPONSIVE DESIGN ARCHITECTS OD SLE VE- �, O / IN FRINOEMBNl5 SHALL BE PROSECUTED CONTRACTOR SHALL VALL FIELD CONDITIONS �"d O%ENSIONS. O SHALL BE RESPON5iERI`RIFY FOR FIELD FIT m1 OOANTITT of FORK NOALLOWANCES $HALL BE MAOE ON BEHALF OF THE CONTRACTOR P FOR ANY ERROR OR NEGLECT ON HI5 PART New CCA' ID. ',DECK /EXISTNEW — — _--_- 0v1 s/•a°x 41, 'ccA• �DMSTR. BA H - � �L -_ ' BATH C1 SEAL =\ \y ,V6 DECKING � NEW � C.T. ^ III . PORTION OF EXIST. v � I I � WALL TO 8E REMOVED ¢ o n A NEW DEN/ OFFICE EXIST. ; \ e gip, / \ \ "T, BEDROOM 43G t (Formerly Mstr. Bedroom) \.,�T 01JGPn oe, i EXIST. 2"x ",x 10" CJ's I,YIz tVTYP , yUo, ABc PROJECT TITLE td2 �Ib 01 l ' NEWNEW MASTS & DROOM /� �` �`;o„ �Cc elocated) I� 'V�\ / n oF� / Q�� ' P/ 0z' NEW EXIST. 2 —STORY ��(G 6�0.. --TRDE VALLEY d°% : drF�/G '�(G.a,.. 0e`'/ `\ C "/�° �r., CL HALL BATH O �"�_ �.. S-I-� /p A O "C d- . 4e i ti 'a ADDITION \�IUO 6 oL�\+8s..� y�� - — — — — /O Fr .� -i- at the, q?o , \ ���U / \ I PROVIDE NEW FLOORING THK M ARI N AKI S j" — TO OAK FLOORING � TO MATCH EXISTING R-19 ' O/ � , F I �� ' ,y'/tiP,j. AT NEW CORRIDOR and DEN EXIST. RES I D E N C E NOTE: � BEDROOM 1*2 Ex1sT- HIGH 3025 STARS ROAD GC_ SHALL PROVIDE 2"x 4" CT's —� b , \`�A' a/4, WALL ABOVE AT EVERY ROOF RAFTER, I6" o.c. �d`� 20 NEW A/C d -I-\b/J `\ E. MARION, L. I . , NEW YORK GABLE TYPICAL—at UPPER THIRD, EACH 5, �0 SLEEVE -- / 09 �0 \� EXIST. \ OO,A / �Y ge+iST BRIDGE /o� 0\ \ LOCATION MAP/KEY PLAN \+'O.. OPEN OPEN TO BELOWTO '90 LIVING ROOM BELOW o EXISTING WINDOWS and FRAMES O TO BE REMOVED - RE-FRAME - TO MATCH EXISTING with 2"x 6" STUDS at I6" o.c., TYP and 1/2 DO I/2" THK. GYP B . EA. SIDE i \ C 4s R&®RESPONSMDESIEN ARCHITECTS 7F LDNG 151-ANO NEW YORI: 9 C CENTER MORICHES NY 11934 SERNST :N BOLLEVAHO C D To1/Fox: 031. 074. 21412 srneoc oescRlF'noN Emoil: orkdeclmlx,natcomcom — — EXISTING P.CONC. FOUNDATION WALL and PCONC. DRAWING TITLE FOOTING - - - EXISTING SECOND NEW 12" THK CONC. FOUNDATION WALL withFLOOR PLAN N24NEW IP' THK P.. CONC. FOOTING EXISTING WALL CONSTRUCTION TO REMAIN. '- SCALE AS NOTED — — — EXISTING WALL CONSTRUCTION TO BE REMOVED. DRAWN 6y LAB DATE : JUNE_14,200_3__ .� NEW WALL CONSTRUCTION AS FOLLOWS, CHECKED hy ; DATE : AT INTERIOR: 2"x 4" WD. STUDS AT 16" o.c., TYP. COMM. NO. 03-0301 BD _ with 1/2" THK. GYP, . EA. SIDE AT EXTERIOR: 2"x 6" WD. STUDS AT 16" o.c., TYP. with R-19 BATT INSUL. and 1/2" THK. 'CDX' PLYWOOD SHEATHING DRAWING NO. EXISTING SECOND FLOOR FLJ 4N A5 OF 12 RIDGE VENT 3 I/2"x II 1/8" REVISION NO. DATE MlcroHam LVL BEARING RIDGE - ROOF POST SOLID AT ENDS o o _ NEW 2404 ARCHITECTURAL DIMENSIONAL ROOFING / 2"x4" COLLAR TIES SHINGLES TO BE SELECTED OVER IS4 BLDG. AT EVERY RAFTER, 16"Qc., PAPER OVER I/2" THK. 'CDX' PLYWOOD / TYPICAL— PROVIDE HURRICANE OVER 2"x 8" RR's ° 16" — -- SHEATHING o.c . TYP TIES at EACH RAFTER/STUD w/R-19 BATT INSUL. zf 0 0 FLOOR \2 - ��-� INTERSECTING --- EXT. WALL 3/4" PLYWOOD FLOORING I 5vl P � ,.a��� `"'� veil 5 �- GABLE BEYOND e 0 OVER 2"x10" FJ's 1. � _ NEW 5/4"x 6" at IC a.c , TYP. - _ FLITTER.- CCA' HANDRAIL PROVIDE SOLID at 3'-0" ABOVE WD. BLOCKING at TYP `+ _ - DECK SURFACE - PANEL EDGES PERP- TO - FRAMING MEMBERS /� 2%1' PL., TYP0 at 4'-OC" o.c., MAX. c°Nr / _ ---- F AT FIRST (2) BAYS VENTED- FIRST N THE SE DRAWINGS tl SPECIFICATIONS g51N5TRIIMENTE OF SE-RVICE, OF FRAMING AT SOFFIT REMAIN THE PROPERTY or IMAGE RESPONEIVE OEEIGN ARCHITECTS - - GABLE ENDS) Awn X EX S"L. 5 oENaLL UNAUTHORIZED NSP. AHANLEE, o, PNBLICATION IS STRICT.Y PROHIENTE0 SHED ROOF \LASHING O - - w IMLESS EXPRESSLY APPROVED by IFIAGE RESPONSIVE OE51L4 ARCHITECTS _ INFRINGEMENTS SHALL BE PROSECNTEO NEW MASTER BEDROOM q -� = U CONTRACTOR SHALL VERIFY ALL FIELO CONDITIONS And OIryEN510N5, V O \ \ F Intl SHALL BE RESPONSIBLE FOR FIELD FIT n QUANTITY ar WORKI1� -1 wr NO ALLOWANCES SHALL BE MADE ON BEHALF OF THE CONTRACTOR O \�\ 1/2" THK. GYP. BD., — a ry FOR ANY ERRQR OR NEGLECT Cl HIE PART TAPED and PTD., TYP. \, 5/4"x 6" 'CCA' - EXIST. / - O - - -- \ VAULTED CEILING- _ - - - - - - - - SEAL - TPI-%� DECKING with WALL a, % r3i r.la.e-�41/8" NAIL SPACE, 1O' 4 REFS TO DETAIL :i4cD A TJ - - TYP. OVER NEW VERTICAL CEDAR Fn THIS SHEET, 2"z 8" DJ's at TPG SIDING TO MATCH c" Pt, TYP L_ FOR EW 2nd FL. 'PC66' WOLM% Parale OVIGER cz TYP D. STUDS \ O O L DEC SECTION EXISTING OVER ISm BLDG._ 11 at PAPER OVER 1/2" THK. J �— CDX' PLYWD SHEATHING POST CAP �� �� I` EXIST. LIVING RM. NEW BEDROOM O 7 m .auz T 2"xO 'CCA' am with R-19 BATT I— e \ y LEDGER LAG-BOLTED �_ PSL GIRDER 6y m a �nF N - INTO NEW FRAMING INSULATION �' \ ha ` R WITH 112" DIA. BOLTS, 5'-O" I'-O" 'Trus-Joest MacMillan' TAPED and PTD BID.,__,TT z - (2) at 12" D.C., TYP. LL EXIST. TILE ON - -- - _ -- - - _._-_ - _ SLAB on GRADE-1 z.,do'. - - - - ECT TITLE \ - - - GRADE SPACE E- N 9 SulOx NEW CRAWL SP � Asn cAP R O r _ / NEW II WOLM. 'Parallam ... .�,� ,.�, .u.. . .. ;": ..� . e. - I PSL' POST III-1111 IIIIIIII IIII_ 1 EXIST. END- WALL- �2" THK RI 2 EA.WAYS Y�/ IIII_IIII111111 O m 2 -STORY LX ADDITION w 3/4" Tl TIIG 29' __--- (9 #S RE-EARS, TQB, TYP at the PLATFORM LVL' OU R 3/1" THK. 20_0 STRL COL TYP. 'FarIlanPSL' with "I FOUNDATION MARI NAKIS NEW CCA' } STEPS TO GRADE OV FLOORING NEIL with 3'-0" DEEP PLY HK. P. THK FOUNDATION WALL RES I D E N C E - -- -- 9"x 12" THK. P. UNC FOOTING- BEYOND LAG-BOLTE1 with OVER 2"xIO' FJ's NEW ADDITION PROVIDE BITUMINOUS DAMPROOFING and CEMENTITIOUS STUCCO FIN. --- --- I/2" dla. BOLTS, - with 16-19 TAP ABOVE GRADE, TYP. at 12" oc_ TYIP- with LAT BATT EXIST. GRADE 3025 STARS ROAD 'PB44' INSULATION MTLCONNECTOR -- EXIST. LIVING RM. SECTION /4 - 4 ' E. MARION, L.I . , NEW YORK 'I p ICACICAC . SCALE I/4"= 1'-0" LOCATION MAP/KEY PLAN FOOTING 36"G 36" EXIST CONC. NE CRAWL SPACE MIN. B.G. SLAB - -� a 2" THK. -1 PERIMETER R.I. fY .:,' .w 2" THK. CONC. I6" SLAB OVER 2" THK. MIN ---�--- - IF CRUSHED STONE BASE 2" OVER COMPACTED EXIST. EARTH SECTION at NEUJ USD . DECK TYP . DET ' L� UNat LEDGER S31 , SCALE: 1/2"= I'-O" SCALE 374"= I'-0" NOTE: REFER TO SHT. A-9 FOR 'Trus-JOI5t MacMillan' DECK DETAILS IWAGBRBSOMMDEEGN ARCHITECTS uIr LONG ISLAND New YORK 9 CENTER MORICHEE NY 11934 BFRNSTEIN BOULEVARD 3 I/2" O DIA. Tel/Fox 631. 874. 2142 2" THK. CEMENT - STL. COL.. with Errol l orhxictrix.cetcancem SCREED OVER STI 12"x BSE THK. 2" THK MIN. STL BASE PL. CRUSHED STONIE l4)- 5/8" DIA. HOLES DRAWING TITLE t A DIA. x 12" Y ANCHOR BOLTS,,ANC TYPICAL !Y - - SECTIONS and Details 45 RE-BARS, EA. WAY, TYP. SCALE : AS NOTED DRAWN 6y : LAB DATE : JUNE14, 2003 21' _ - CHECKED 6g : DATE : COMM. NO. : 03-0301 TYP _ DETAIL at STL _ COL , DRAWING NO, (AT CRAWL SPACE) SCALE 3/4"= I'-0" SCALE: 1/4"= I'-0" A6 OF 12 REVISION NO. DATE o o a o 0 0 o e Y V - ---------------------- o 0 THESE BRAWINGfi TR fiP 6CIFICATI@ ONS. AS INSTRUMENTS OF SERVICE. REMAIN THE PROPERTY M II'IAGC RESPONSIVE DESIGN ARCHITECTS UNAUTHORIZED USE. CHANGES,x PUBLICATION IS STRICTLY PROHIBITED, __ \\ UNLESS EXPRESSLY APPROVED L IMAGE RESPONSIVE DESIGN ARCHITECTS INFRINGEMENTS SHALL BE PROSECUTED CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS nnN DIMENSIONS, and SHALL BE RESPONSIBLE FOR FIELD FIT en' QUANTITY d WORK I r_ NO ALLOWANCES SHALL BE MADE ON BEHALF OF THE CONTRACTOR — ����� � I � ����=� � FOR ANT ERROR OR NEGLEQT ON HIS PART —{- I _ ' I, I. SEAL ILII ' i��n I Ili I ��II A J I p L GIVAJL- �'IG'1,i a .k- 1 1 III F I NE I � j i t 71 II III I I I T ; ' I I .I PROJECT GT TITLE I I � I L NEW 1 I 2-STORY I I Y , _ - - - - �1r I I owgr� L"GV6l. ADDITION a �'- - - r at the MAKI NAKIS I I I I ' ,� - RESIDENCE - -- - - -I 3025 STARS ROAD E. MARION, L. I . , NEW YORK LOCATION MAP/KEY PLAN EXISTING SOUTHE4ST ELEVATION SCALE: 1/4"= 1'-0" j - _ -_-.- ---- - --- - -----I--------- �-- -�� SII -- - �_I II ---- _I ---- - I a�xcxi�c�rs pmZrI4 4vu_I'L --— — _ ^ I ' ir y9 II LONG ISLNE� NFW YORK CENTER MORE ES NY 11934 O _ BERNSTEIN BOLILEV?ATJ Tel/Fox', 631. 874. 2142 1' Emoll: orkilecl@ix.netcomcom DRAWING TITLE fYISTING ELEVATIONS - - - - - - E SCALE AS NOTD --- DRAWN 6y LAB DATE : ,,,f T N(C'14,2003 �, I 1 - verG-t' i I 'p CHECKED by : DATE : COMM. NO. 03-0301 1 DRAWING NO EXISTING SOUTH ELEVATION A7Or 12 SCALE: 1/4"= 1'-0" a REVISION NO. DATE o e e o 0 e a o e 0 0 THESE DRAWN. and SPECIFICATIONS. AS INSTRUMENTS OF SERHCE. REMAIN THE PROPERTY or IMAGE RESPONSIVE DE51GN ARCHITECTS UNAUTHORIZED USE. CHANGES, or PUBLICATION 15 STRICTLY PROHIBITED UNLESS EXPRESSLY APPROVED 6y MAGE RESPONSIVE DESIGN ARCHITECTS. INFRINGEMENTS SHALL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL FlELD CONDITIONS and DIMENSIONS. end SHALL ISE RESPONSIBLE FOR FIELD PIT and QUANTITY or WORK. NO ALLOWANCES SHALL BE MADE ON BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON H13 PART. Frill � r.� v SEAL _ IAl OF N0' 1 1 1 ' 1 _ VI IY� r --- ---- PROJECT TITLE ..t [Nj 'i Illi III {� w111raawr .. ASU /a ,l�. N E W 11 � �- �1 • - - - ml I ; I / J I 1 , iiT ICY 1{ V !E I crl. - xsc G�'a - - ON . . at the 1�1 MAKI NAKI5 RE51 D E N C E 3025 STARS ROAD 3 6iMEl� 1<Q U C C1 ( E. MARION, L.I ., NEW YORK -. '"� -'•"-"----'�"-'— ____ +- _— _— ____-_- _. ..__. - . _.._, . _ LOCATION MAP/KEY PLAN i T T ARCHITECTS IV LONG ISLAND , 'EN YORK s [ENTER MORO-ES NY 11994 BERNSTEIN BOULEVARD Tel/Fax; 631. 874. 2142 Erroll: orkltecl(llx.netcom.com DRAWING TITLE SCALE : y4'Im �I DRAWN by :- DATE ; IY'-. UI`I l a-)-a CHECKED bg : DATE COMM. NO. Oil oI DRAWING NO. ``L � OF , E � F7-- REVISION NO.. DATE Continuous r r - rv'" r;� 3_�ap Y "- Tf .a"., LUIND0UJ SCHF- DULF- m Gable Endwall Truss Bracing Girder/Irnss lo -.,-.- -- _ LABEL LOCATION MANUS TYPE MODEL NO. R.O. HEADER HGT- REMARKS page 26 Ino!shown here) Wall Praminy /`- - ,.�""`�.� page l Payr. 9 ° i UJIND 0UJ DE- TAILS ° ----- ------- - v Truss/Raller , `q I A BEDROOM ANDERSEN Narrollne 6,_O„ W (3)2"x 10"s 6'-8" WHITE to Top Plate \ --- 1 25�GD6068 �R { I 'I `q THESE DRAWINGS and SPECIFICATIONS AS INSTROMENTS OF SEkVICE. f/-x{')^If IZI/I. CSMT. W (/Y��`J' 't ` '•�'1" 1. O� �' "a �' -� REMAIN THE PROPERTY of IMAGE RE5PON5IVE DESIGN ARCHITECTS page dll` B t j w e 4 II v! !iK f a ! - UNAUTHORIZED USE. CHANGES r PUBLICATION Is STRICTLY PROHIBITED AT NEW FIRST FLOOR: LIGHT VENTILATION C EL" °3C. GGW it ? l„l � ruJ �3� �Ilx l „7K � vWk'. UNLESSARCHITcrsE5LYNAPPR sDu�mAGEI BE p SPON EODESIGN STP System `Stdd t0 r r 5,qp / II ,! CONTRACTOR SHALL VERIFY ALL FIELD CONDITIOI43 ntl DIMENSIONS, page Band Joist 1L �I}F/ �"W , 11 /� % q'� /i/ Uk• \ `�'�n M T '11 and SHALL EE RESPONRCLE FOR FIELD FIT and QUANTITY of WORK a ¢ 21 D ' r” ' G G NO ALLOWANCES SHALL BE MADE ON BEHALF OF THE CONTRACTOR Paye 15NEW FAMILY ROOM REQ'D: I6 5F 8 SF \ FOR ANY ERROR OR NEGLECT ON H15 PARI, 44 SF 28 SF 204 SF SUPPLIED: g tL - __ t I SEAL NEW BEDROOM n4 REQ'D: 22 SF II SF r' to - sFrT A,? t' ' u,.q 2F3 SF 5UPPLIED: 54 5F 38 SF HL T 8% 4% J�\ mEEoz O L AT NEW SECOND FLOOR: LIGHT VENTILATION — — -- FN t Header � ---- - "� �-�3 Strong-Wall Br Anchorage '- , AMSTR. BR. ANDERSEN �Narmhune 13)2"x IO"s 6'-8" WHITE Strong-Brace page 20 NEW MSTR. BEDROOM REQ'D: r - 25TGD6068L__ _ — Wall 418 SF SUPPLIED: !f B 'uii! - CSMT. G✓•/ 2t Al '411A 1Or.. u a � ' Ma Cr dk;Nb'r "r Ly '-,7�G `k 44'v " PROJECT TITLE r ' F-h _ — r� C A-', ,� (v;,"s L"x 1xv, �I+F NEW DRESSING RM. REQ'D: ( M' 'I _ -------- /N/� EWT Y 488 SF REQ'D: 39 SF 20 SF OO —E „t;;:7 . — LA:IA GNi 0 3� ."�IIJ`i9'w"n!, F 1 n IG I'� L �5 1 O R 1 U ('i ; UL TO SF Mki z,d He downs 1 �, (",!) S", ,a" x N 1✓' r page 26 - ;'n;•' 1I iC SUPPLIED: 82 SF 38 5F z ADDITION • I. f�n OU 1,4:,,,1, �I:,,,H_• 1. �I b',,;,'i e'-�'rri .:1 (4,)..,v',Sa,IW l�ay��"tt I�I'�, o �"I;•; 6-IL° f" ' ;Y I at the Stud to Sill Plate to MALI NAKI5 Sill Plate Foundation '� AREA C A L C J L A T I O N S ` ' Paye 17 Page 17 GLAZING and VENTILATION RE51 DEN CE . - - -- -- ' � h ��_, 3025 STARS ROAD t- 0 - _ a�,�, NOTES: E. MARION , L, I . , NEW YORK p e Al I. ALL NEW WINDOWS SHALL BE 'ANDERSEN' VINYL CLAD WD. CASEMENT Urnts - with LOW 'E'/ ARGON IMPACT GLASS �'�! '`>1C�4 N+'Ga<•,- - t i'.r-! = Ii:'% (WHITE), TYPICAL. LOCATION MAP/KEY PLAN ! 2 ANY and ALL UNITS NOT AVAILABLE NO IMPACT-RE5ISTANT GLASS SHALL RECEIVE OPENING PROTECTIVES AS PER IAPA) WCFM High Wind Edition MANUAL 1995. I^IO a�� I� `fi✓r' -�%!I^r�'�s �"• �:','.tl'.� .;�fv'.;S�I ' : 'S=�� "'J, rr-:a/ir^S'- 1%,<'-�°�I..I si<:.,rl I:e+l".7 Is"s. :A,-'� � :i:;,.'ella. �"c'I,':,, �. ova" E`�"�°'�%'!s':I,:.:,o l�'=-' ° a ��lr "( I4, ------------------------- '�Ps'I r.'.a.. ,�" l �.rr, .•,:•t !<r. L ^ �rf9. ar-" ,.� L�<�I I` W I N D-BORNE DEBRIS PROTECTION FASTENING SCHEDULE r :� f ✓ r� UGC 1 ? \ b mm — -- for WOOD STRUCTURAL PANELS rr,' �^,�a I ���'�� FASTENER TYPE FAS TENE2 SPACING: �T Y'., 1-Q .' j''ur-T" vP„ il:; , o' �'r Mrr, C;Y��NA'Ir7.G 4 FOOT 6 FOOT F PANEL SPAN ( PANEL SPAN f PANEL SPAN 4 FOOT ( 6 FOOT ( 8 FOOT 9" LC?.UM' ^' 't' ' �'L ?"�' :v © �` 1-, n (.'/-G.^•/r WOOD SCREWS 16„ S' rLjr;A 2 1/2" US161, 12" WOOD SCREWS 14" inEsm C0 �aia-'�'� A-RCMAGIBRE�oNsrvTS ARCHITECCTS SECTION DETAILS - TRANSONSDOOR S C H E D U L EAV ('962'_,�r14,-sU,°.:,Tfr- SCALE: 1-1 --- NUMBER TYPE SI2E MATERIAL FINISH NOTES LONE; ISLAND NEW YORK - ..r — CENTER MDRICHES NY 11994 BERNSTEIN BOULEVARD 2 Tel/Pox', 631074. 2142 C''rr IJ�E I'"C.11'iP Emoil: orkINEI'Fix,natcom,com 3 a DRAWING TITLE r WINDOW/ DOOR 6 5CHEDULE5 SCALE 23 MAY 2003 8 DRAWN 6y LAB DATE JUNE 14 2003 9 CHECKED 6y : DATE . 10 COMM. NO. 02-1201 I I 12 DRAWING NO, 13 4 SECTION DE y I /�A II L S — NOTE. DOORS SHALL BE SELECTED BY OWNER, INSTALLED BY D.C. SCALE: 1=1 Ar111111119 OF 12 ELECT. NOTES ELECTRICAL LEGEND REVISION NO DATE I_ ALL NEW ELECTRICAL WORK SHALL SE IN STRICT ACCORDANCE SYMBOL DESCRIPTION u n WITH THE NATIONAL ELECTRICAL CODE, the NEW YORK STATE S\ SINGLE POLE SWITCH RESIDENTIAL BUILDING CODE and ALL LOCAL CODES 2 ALL ELECTRIC SHOWN 15 MINIMUM. G.C. SHALL CO-ORDINATE 3 - WAY SWITCH a WITH OWNER ALL SPECIALTY LIGHT FIXTURES and/or EQUIPMENT/ ._)3 a e APPLIANCE(S) NOT SHOWN ON PLANS. SPECIALTY FIXTURES PROVIDED by OWNER, INSTALLED by G.C. SD DIMMER SWITCH 3 G C. SHALL INSTALL INTERCONNECTING FRE and SMOKE ALARM DUPLEX RECEPTACLE SYSTEM AS PER NY5 BUILDING CODE AT ALL SLEEPING AREAS. u u End STAIRWELL_ —� QUAD RECEPTACLE o _ _ 4. ANY and ALL MECH. EXHAUST VENTS SHALL BE VENTED TO - -- OUTSIDE AIR. -_� DEDICATED OUTLET 5. G.0 SHALL COORDINATE ALARM/ SECURITY SYSTEM —® gp SPECIAL PURPOSE OUTLET WITH OWNER REQUIREMENTS THESE 1-d_ RETAIN THEWPROPERTY I MAGE RESPONSIVE DESIGNCATIONS ASS AOF FERVIDE. RCHITECTS GROUND FAULT INTERCEPTOR NNAUTHOR¢EB NBE CHA,6EE, o, PUELKATI0M IE STRICTLY PROHIBITED �GFI I1NLC-55 F%PRESSLY APPROVSD Ey II'IAGE RESPON5IVE DESIGN ARCHITECTS N FRINGEMENTS SHALL BE ER65ECNTSD. OOa Ns RACTOR SHALL VERIFY ALL FIELD CONDITIONS tl DIMENSIONE FLOOR DUPLEX OUTLET ., HALL BE Rm ESPON5IBLE FOR FIELD FIT .na OunrvTTY ar LOAD NO ALLOWANCES SHALL BE MADE ON BEFALF OF THE CONTRACTOR JUNCTION BOX FOR ANY ERROR OR NEGLECT ON HIS PART 1 R 1 RECESSED INCANDESCENT DOWNLIGHT SEAL V� SURFACE MOUNTED LIGHT FIXTURE _U A OSMOKE DETECTOR CEILING FAN/LIGHT SOn MECH- EXHAUST FAN <'F I -qA TEL TELEPHONE f 9"03 CATV CABLE TV CONNECT PROJECT TITLE THERMOSTAT N E W NEW ADDITION EXISTING HOUSE ISI UNDER CAB'T TASK LIGHTING 2 STO RY I/2' (V,I. _ ADDITION / \ (V.LF") G C. SHALL PROVIDE y' ELECT. SUB-PANEL BOX at the % A FOR NEW ADDITION 19'-5 1,2" MAR N AKI S ;N 4 RELOCATED RES 1 D E N C E ° �/ ° LIN All 3025 STARS ROAD �� NEW �D'NEw a �A/ La -XIS �ry % ^%° E. MARION, L.I . , NEW YORK ti 00 MSTR. BA H BATH ti P \ W.LCLOS. / NE R EXISTING DINING ROOM POWD R RM_ r LOCATION MAP/KEY PLAN NIW DENT/ OFFICE j \1 (Fur( erly Motor Bedroom) j/ R #J R 3 O B 1 If N W / R N y ,/ FAMILY ROOM � � IR RNEWBEDRO R y �0 1*EW M T R B.E:DROOM 5 �Y 1 0 J6 � e" J.0 R 0� S IMA(RRH6POEMESI ARCHITT ECTSS YR —iu CLO ' o R � \ � LONG ISLANO NEW YORK v Q '/ CENTER MDHICI-EF NY 11934 10 ,� �0 `�O. c NEW ,' EXIST'ING �\ BERNSTEIN BOULEVARD o��Tio \� CLOS. '/ LIVINGS ROOM Tel/Fox: 621 874. 2142 �. / Errol: QSitectftnetcomcom OPEN TO �, LIVING ROOM BELOW \, DRAWING TITLE -,7/ REFLECTED ,F F CEILING PLANS �SCy SCALE AS NOTED \OGS. DRAWN bg LAB GATE : JUNE I9. 2003 Teti CHECKED by ; DATE C yoG / COMM. NO 03-0301 S� DRAWING NO 2d FLOOR REFLECTED FILING / ELECT . FL ,4N Ist FLOOR REFLECTED CEILING / ELECT . FL ,4N SCALE: 1/9"= L-O" SCAG, I/9"= 1'-0" OF A1012 I