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HomeMy WebLinkAbout38457-Z c ®. �I'rCQGy Town of Southold 5/9/2016 di P.O.Box 1179 53095 Main Rd ` Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38303 Date: 5/9/2016 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 640 W Shore Dr, Southold SCTM#: 473889 Sec/Block/Lot: 80.-1-47.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/28/2013 pursuant to which Building Permit No. 38457 dated 10/28/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with side deck as applied for per ZBA#6658, dated 6/30/2013 and ZBA#6830, dated 2/19/2015. The certificate is issued to David&Natalie Turner of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0037 4/25/2016 ELECTRICAL CERTIFICATE NO. 38457 12/23/2013, 2/16/20 PLUMBERS CERTIFICATION DATED 5/3/2016 George J. Berry, Jr. Aut ' d S'u atur�- ,off uFFadq Town of Southold 5/9/2016 cf, P.O.Box 1179 53095 Main Rd 4401 )o�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38304 Date: 5/9/2016 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 640 W Shore Dr, Southold SCTM#: 473889 Sec/Block/Lot: 80.-1-47.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/12/2013 pursuant to which Building Permit No. 38458 dated 10/28/2013 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: accessory two car garage as applied for per ZBA#6658, dated 6/20/2013 The certificate is issued to Kolyer,Robert of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38457 2/16/2016 PLUMBERS CERTIFICATION DATED /241Audio 'ied ign re �,• 6;46 :- ;* TOWN OF SOUTHOLD BUILDING DEPARTMENT ig TOWN CLERK'S OFFICE ;oyfiol * �ao�` SOUTHOLD, NY .,.r, 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#: 38457 Date: 10/28/2013 Permission is hereby granted to: Kolyer, Robert PO BOX 885 Southold, NY 11971 To: demolish an existing dwelling & construct a new single family dwelling per ZBA#6658 & Trustees as applied for At premises located at: 640 W Shore Dr SCTM # 473889 Sec/Block/Lot# 80.-1-47.1 Pursuant to application dated 10/28/2013 and approved by the Building Inspector. To expire on 4/29/2015. Fees: DEMOLITION $694.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,564.80 CO -NEW DWELLING $50.00 Total: $2,308.80 /7&_e_4:4Lej Building Inspector ,,os�¢Fo�.1,co TOWN OF SOUTHOLD � y BUILDING DEPARTMENT TOWN CLERK'S OFFICE •og SOUTHOLD, NY - ale 1 a ..)0,, 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#: 38458 Date: 10/28/2013 Permission is hereby granted to: Kolyer, Robert PO BOX 885 Southold, NY 11971 To: construct a ;detached accessory garage per ZBA#6658 & Trustees as applied for At premises located at: 640 W Shore Dr, Southold • SCTM # 473889 Sec/Block/Lot# 80.-1-47.1 Pursuant to application dated 9/12/2013 and approved by the Building Inspector. To expire on 4/29/2015. Fees: ACCESSORY $328.00 CO -ACCESSORY BUILDING $50.00 Total: $378.00 4i(—ZiL . Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: . A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of'electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. • 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit'Planning Board Approval-of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)'non-conforming uses,or buildings and"pre-existing"land uses: I. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector-shall state the reasons therefor in writing to the applicant. • C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00, Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100-00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00 Date. l ® 2 ao I e27 New Construction: 1" Old or Pre-existing Building: (check one) Location of Property: a 4 T Gj H ®1 fij1z lv E 4o j `e b House No. Street Hamlet Owner or Owners of Property: t--)A4 4 p A"7 A.L I L Ti'd� Suffolk County Tax Map No 1000,Section S ' Block - Lot * / • 1 Subdivision .R�fl,3 �(—I o 1e.5 Filed Map. Co ) ( • Lot: 4,, 7 4 tAS1 tt e 6( Permit No. 1-Tv/5%." __ Date of Permit. /t~2F 1 3 Applicant: EDtiN e p Health Dept.Approval: Underwriters Approval: Planning Board-Approval: • Request for: Temporary Certificate Final Certificate: o® (check one) de Fee Submitted:$ Applicant Signature ,,iii „.�„_ s II 1II�/®�®a®v ®Uf®C `1 Town Hall Annex 11 `� ® : Telephone(631)765-1802 54375 Main Road C % Fax(631)765-9502 P.O.Box 1179 k ? Southold,NY11971 0959 ; ::: I,��, ilii ,goSOUjyoloTown Hall Annex 1 . Telephone(631)765-1802 54375 Main Road ; Allig * ; Fax(631)765-9502 P.O.Box 1179 %Southold,NY 11971-0959 1 .0,�1Aroger.richert(a�town.southold.ny.us =. NT`I, i —. .0 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: David Turner Address: 640 West Shore Drive City: Southold St: New York Zip: 11971 Building Permit#* 38457 Section: 80 Block: 1 Lot: 47.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: EECO Electric Corp. License No: 2816-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey 3r8 Floor X Garage X INVENTORY Service 1 ph 400A Heat Duplec Recpt 55 Ceiling Fixtures 20 HID Fixtures Service 3 ph Hot Water ELEC GFCI Recpt 9 Wall Fixtures 10 Smoke Detectors 7 Main Panel 2-400A NC Condenser 2 Single Recpt Recessed Fixtures 46 CO Detectors Sub Panel A/C Blower 8 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 1-30/ Emergency Fixtures Time Clocks Disconnect 2-400A Switches 43 Twist Lock Exit Fixtures TVSS Other Equipment: 3- Combination Smoke/Co Detectors, 1- 6A Steam Unit, 2- Exhaust Fans, 3-Electric Ovens, 1-Electnc Cook Top, 10 ARC Fault Circuit Breakers,4 GFCI Circuit Breakers,2-Heat Pumps. Notes: 'SeqInspector Signature: ZZ ________ Date: February 16, 2016 Electrical 81 Compliance Form.xls Town Hall,53095 Main Road Fax }I:s:•••:_. -, • '' ,' Alt ►' Fax(631)765-9502 P.O.Box 1179 :;'. -s'.it"60 • Telephone(631)765-1802 Southold,New York 11971-0959 ---• R.! •-?,1 ,i' BUILDING DEPARTMENT D { ( [ I]Y TOWN OF SOUTH a IIID D MAY - 4 2036 CERTIFICATION BUILDING DEPT. TOWN OFSOUTHOLD Date: 57317 le Building Permit No. .3 eLf 5 7 3c< '/,5-g Owner: DE.) t4. i4,,r-v1 ec!— (please print) Plumber: 6 eo rq z' G erc rj?.Wrti - I;r S (please print I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. AL..._ (P ,, s hers S' e Sworn to before me this 3 day of y_______, 20/t, SC/iCx-.. oc&i., Notary Public, A))bounty VICKI L BERRY Notary Public- State of New York No. 016E6070081 Qualified in Suffolk Cou ty ?id Commission Expires 0-1 `ij—I �pF SObTyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION" [FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 0-07/51. INSPECTOR hO�pF SOUV, . 0.(7cr73 co 'F 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 [ I FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 4 . cr� nc--7 DATE / / INSPECTOR E G #, of SOO 3 s„,,ece,4-\ TOWN 'OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC7ION /4, [ ] FOUNDATION 1ST [ UGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIO TION , 1 [ ] CAULKING REMARKS: I i( w A s 6. 5,01‘.,-;14 .L., TA: r- GO • DATE . ' INSPECTOR ' �� ( 01 ,,,'WSOUl�! G TOWN OF SOUTHOLD BUILDING DEPT. ' . 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] UNDATION , _ [ ] INSULATION [ FRAMIN - STRAPPING ' [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI [ ] CAULKING REMARKS: G „-cra i -1 7 -.7. .9-e--,./04-.-. . . ...-.. , L.e./...,%."..a.... ._. z-e---esa., • DATE INSPECTOR �' 3-8 %�OFSOpT�ol_ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N [ ] FOUNDATION 1ST VROUGH PLUMBING [ ] F DATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL • [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: (74-11-7/4 C� 1 C� DATE INSPECTOR 4/7 1451 % f SOUTyo o # #,; : ,ne \O, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] I9JUGH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] 5ECTRICAL (FINAL) [ ] CODE VIOLA • N [ CAULKING REMARKS: tr !° . 0*-e-eS4 DATE 4��/7:5-- _ INSPECTOR ;� lo; 4%-k4/1 �'y00UMV,N,,•� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [' ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) k] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE /t/6//(:' INSPECTORS r, . { _ 38f$8 ��„,,otE38 -45-7 --(Iv \ 43.00 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION, [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: dtt. (*-3 7 ,4 Li/ /29 4 DATE / INSPECTOR 1-4 DAVID TURNER ARCHITECT, P. C . 4-21-14 D E C E HED APR 2 4 7nin Michael J. Verity DEPT Chief Building Inspector TOWNLDG OF SOUTHOLD Department of Buildings Town of Southold, New York 11971 Re: 640 West Shore Drive, Reydon Shores By Fax (631) 765-9502 Originals in mail FOUNDATION WATERPROOFING Dear Mr. Verity Attached please find photos of the new portion foundation at the cellar that has been waterproofing and backfilled. If you need additional information, please feel free to'call me at (212) 594-0840. My cell is (917) 916-9451. Sincerel `G avid Turner RA 16162 450 SEVENTH AVENUE, SUITE 1907 • NEW YORK, N.Y. • 10123 PHONE: (212) 594-0840 • FAX: (212) 594-1530 • 111Pill!.111/41011"1W' t ..} • 1%1111.44 .... 0 - .. _ " `, s°�► . • • > ._. _ _ L R 1y te. ' " 1 'a` s— / _ter .40.1r.--I:" IIi sin ,r- i . s olor.... 4 30106 4' AY "�♦- -may a1 ,• 'Jc t b4.41:0-‘10 .1.1111 .. • . 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Verity D -- [ Vi E Chief Building Inspector Department of Buildings OCT 1 7 2014 Town Hall Annex Building 54375 Route 25 BLDG DEPT PO Box 1179 TOWN OF SOUTHOLD Southold, New York 11971 Re: 640 West Shore Drive, Reydon Shores STRAPPING INSPECTION A). Foundation bolting. As per attached photographs the appropriate washers have now been installed. In those instances where the larger washer could not be installed we installed a new bolt with the correct washer. The building is open for re-inspection if required. B). Uplift Strapping The joist spacing was changed to 16" on center from 24" on center and the framer used a smaller connector which is sufficient for the uplift and lateral loads. Please be advised that the strapping is in compliance with the New York State Building Code. If you need additional information, please feel free to call me at (212) 594-0840. My cell is (917) 916-9451. Si erely, o''���th �' `~A • P • d Turner 51) RA f/ 450 SEVENTH AVENUE, SUITE 1907 • NEW YORK, N.Y. • 10123 PHONE: (212) 594-0840 • FAX: (212) 594-1530 i 1 , . y ° , -1,Y 7y 11 • FP Amillt-,- ..- ' . r IF r F • 1 ' J III 1\1 1. 4 ihr . ..• , _ Y _ $ f ~I . - ' ,.,..., .. .,.t. . V '.....: ,A•,‘g , V ) .... ,. I a'-.• i I i • \ .''4 ''. 11, Apti;- • \ i: .. e .., ......, ... " , .., .-- oF: .... . • , .•., ''`OYA.*: fi I .epttl,4714.-. '''' .'' • '. 1, • • .• 0 I, , \ i 1. \ ..• •,..,,,,,;.,:-, i ..:;i?..21.,.... 4 ,-.,p-r•-••'. ...-: - •— ; ' • :—.....'. .. •A ,•Z' / -1';. - , • , -. --•44 -,K '4. , . N 4.• NI, '. •i p . • zipc 4 ....st. -1.1'..'•.4., "I 4f, . ;:t`• . . „. _. ...._ ., i - _ - 4...v .. fr>. im..• , , ' • - t -, •• ._4. -..:•.- • ....• • , .."-',,, , . • • dr A • ' --t E• \ -. .... , • . .. , . 1. . • IS I , t' • , - ..._ -1,7 • IN ire vir-,00.,t , ,.. 10.t o. Pi , . .... •••. l 1._ • Ilk DAVID TURNER ARCHITECT, P. C . 5-29-15 FD) E Ii Michael J. Verity I1� IL)? Chief Building InspectorJUN - i 2015 , Department of Buildings Town Hall Annex Building oL; ,E 54375 Route 25 ro:"�. C'P SOUTHOLD PO Box 1179 Southold, New York 11971 Re: 640 West Shore Drive, Reydon Shores INSULATION INSPECTION A). Icynene LD-C-50 Open cell spray foam the wall between the roof joist and on the exterior walls. B). Icynene MD-C -200 Closed cell spray foam that was used at the eves and joist ends. If you need additional information, please feel free to call me at (212) 594-0840. My cell is (917) 916-9451. Db/e; Sincerely L , 1 ,1 . .d Turner 16162 450 SEVENTH AVENUE, SUITE 1907 • NEW YORK, N.Y. • 10123 PHONE: (212) 594-0840 • FAX: (212) 594-1530 L._ b L 'RP Tel: Campobello Rd., Mississauga, Ontario, L5N 2L7, Canada Tel: 905.363.4040 Toll Free: 800.758.7325 Fax:905.363.0102 ICYNENE MATERIAL-SAFETY DATA SHEET Product Name: ICYNENE MD-C-2OOTM Section 1: Chemical, Product and Company Information Product Name: ICYNENE MD-C-200Tm ICYNENE MD-C-200 is a trademark of Icynene Inc. 7,,9,? ' Product Use: SPRAY-ON CELLULAR PLASTIC INSULATIONt3.17,A Product Code: Not Applicable ; Revision Date: November 28,2010 $ ' kro` Section 2: Ingredient Information Ingredients(%w/v, unless otherwise noted) Cas No: Wt.%: (BASE SEAL'), Component A CAS#009016-87-9 50 %by volume (ICYNENE MD-C-200'M), Resin Component B 50 %by volume Section 3: PHYSICAL DATA Appearance: ,Semi-rigid polyurethane foam Solubility In Water: Insoluble. Density: 2.0 lbs./cubic foot Odour: None Emissions: Safe for occupancy after 24 hrs, no emissions detectable after 30 days. I Section 4: FIRE& EXPLOSION HAZARD DATA Flammability: Combustion occurs at 400°F (material will not sustain combustion on its own) Flame Spread: Less than 25 Smoke Developed: Less than 450 Method Used: ASTM E84 Melting: Does not melt Flammable Limits: LFL: - not determined UFL: -not determined Extinguishing Media: Water, carbon dioxide, dry chemical or foam. Fire& Explosion Hazards: Prevent breathing of combustion fumes (smoke) Fire Fighting Equipment: Firefighters must wear a self-contained breathing apparatus to avoid breathing smoke generated by combustion. Page 1 of 2 (F) Spray ICYNENE MD-C-200TH MATERIAL SAFETY DATA SHEET - Product Name: ICYNENE MD-C-2OOTM I Section 5: REACTIVITY DATA Stability: , ' _ Stable,under all normal conditions' • , - ' ` , Incompatibility: ' - Compatible with-all products ' ' • • I Section 6: ENVIRONMENTAL&DISPOSAL INFORMATION 1 . - - - Disposal Method: Follow all federal, provincial, state and local regulations. �� I sectior�;7: HEALTH HAZARD DATA ''' f o r, - is,' ' D'etectablerEmissions: No detectable emissions 1 =` vstemic°&`O•ther Effects: Not available • t:, " -R,%,Ingestion: 1, -,��, The consequences of ingestion of large amounts are unknown , ..,... Ddsf Inl3alation: May cause mechanical irritation to the respiratory system Eve Protection: Use glasses when cutting foam Skin Protection: Dust from foam cutting may cause irritation [Section 8: FIRST AID I Ingestion: Medical advice should be obtained Inhalation: Remove to fresh air, consult a physician - Eve Contact: - - - Flush with water to remove particles ' Skin Contact: - ' '', .No:special precautions required , • • I Section 9: - ADDITIONAL INFORMATION THE INFORMATION HEREIN IS GIVEN IN GOOD FAITH, BUT NO WARRANTY EXPRESS OR IMPLIED, IS MADE. CONTACT ICYNENE INC. FOR FURTHER INFORMATION. • Page 2 of 2 (F) Spray ICYNENE MD-C-200Tm . rit==. 1.__, _-. E. 1_,__, „.„.:1,:k7„....r,..}.„ c..., ,L,s,oktea _,,,,, * \tr, 4,,,,g! .,z4:• ,, 1\ 07/1/ ))ICYNENE- /&IIIDIHQ�GAIIM[R nmrn. ICYNENE LD-C-50 , �:., � > * 11:9<c,/ Application Scope ICYNENE LD-C-50R is a healthy open cell insulation foam for wa 2i-f�o.,s The foam is obtained by mixing up two components in equal quantities with a Description pump/reactor connected to a spray gun. The expansion of the foam is 100%water based without any blowing agent(the water contained in the resin participates to the foam expansion when it is mixed with MDI in the gun chamber). Physical & Mechanical Properties Tests Test Method&Units- 'Conditions Values Thermal Conductivity measured according to EN 12667 the BBA,Agrement N°08/4598 EN ISO 10456 0 039 W/m.K ---- - -- —- -- - -- - - - - Density Range NF EN1602 7 5-8.3 kg/m3 Compressive Strength NF KPa826 For a 10%deformation z 6,7 I ' Water Absorption NF EN 1609 under partial immersion 0,3 I kg/m Vapor Permability Nk9Em s Pah 1.13 x10.9 NF EN 12086 Resistance to vapor diffusion p 3,3 Air Permeability , NF EN 29053J _ - ' 7,6 x10-9 ' m3/m.s.Pa .l Dynamic Stiffness NF EN 29052-1 4,3-8,4 MN/m' Fire rating according to ATE n°08/0018 EN 13501-1 Behind a 12mm gypsum B sl dO board Complies to timber frame collective buildings in Great ' Acoustic Performance EN 1350/1-1.1997 Britain.BPC(Building Performance Centre)test N° P/4950009 i 1 _1 4 Other Tests .�l {. Detection of VOC's(Volatile Organic Compound) s• ,,tip Aldehydes ' t_ According to ISO 16000-9 • ;, After 1 day After 3 days After 28 days .'WI.' Carbonyl Compounds pg/m3 pg/m3.h pg/m3 pg/m3.h pg/m3 pg/m3.h Formaldehyde <1.9 <0.7 <3.8 <1.4 <0.5 <0.2 Acetaldehyde <2.6 <0.8 <2 <0.7 <0.5 <0.2 Acetone 0.3 0.1 ND - ND - Not Detected: detection limit(0.11pg/m3) < LOQ *Extract from the report N° 10/229 of CERTECH (Centre of Technological Resources in Chemistry Belgium). Smoke Toxicity Measurement from Combustion ICYNENE LD-C-50R* Acid Oxides of Temperature Formaldehyde Sulfur Dioxide S02 HCL Nitrogen Hydrogen Cyanide Carbon Monoxide HCHIn ppm Hydrochloric NOX n pp CO CN of Test°C In ppmm In ppm In ppm En ppm En ppm 550°C** 4 0.0 0.0 0.5 10 100 %of critical concentration . 20% 0% 0% 5% 25% 7% threshold , CGCi **Results obtained by introducing 0.1 cm3 of foam in a closed system with a volume of 3000 cm3. ' *Extract from report N°8511201395 of'Israel Standard Institute' Laboratory of Materials of Construction. ' Up Values Examples Insulation Between Trusses Batten Values calculated for AU MIIIIII�•.I s-�� Distance between studs 600 mm mimi/� --��on A i.= owowl r batten s a0 ,� �'�mo alv I.�a� Density of lines 3/m Iii. �'� �� �. i i i Wood panel y "-I•l "�• ae't"•di '���-•- Lambda LDC-50=0.039 W/(m.K) Platt 'eatftal " d' truss , Lambda of plaster cladding=-0.25 W/(m K) c.- ter 4-06.,7 0;�,l�,oic DU=0.06 W/(m2.K)default value defined in the rules %'�{''4f {''�'` "��{'r'�t"'�` TH U booklet 4 �IM -��II B/.!/e�'li�i/ f9�E`y._t1 Han er 4 ' �,e /,4�'"'pot'•''/;i7 rf,�"''� E g with insulation thickness=250 mm 990,5.e� •. {. 4.�rBG,:-�,��.lirat.,...-..._•-y MIMM- __Fur Up Value=0.21 ---.Vapor,Fur 111N1 Insulated Timber Frame Wall Extenor Siding Rain Bamer Icynene Foam Exterior panel Values calculated for AU Distance between studs 600 mm I [xi- L4 I ' ' Lambda LDC-50=0.039 W/(m.K) �, - Thermal resistance of Foil Membrane=0.25 W/(m.K) ;, ?' ;, `, f„ - Thermal resistance of the air gap 0.65(m2K)/W =- a k ., Plaster cladding lambda=0.25 W/-(m.K)• i ,,, -f F ;a �` '14.-.--;:: :2'.' + '} = pU=0.06 W/(mz.K)default value defined in TH U (';1,1",;;:-:; ,`,'• i> f ,,• -: 9999__ booklet 4 = • 'lki - with insulation thickness145 mm 1.., -., .. :.,�... i Up Value=0.27 Foil reflector non-ventilated air gap interior siding ICYNENE Inc,6747 Campobello Road,MISSISSAUGA ONTARIO L5N2L7 CANADA www.icynene.co.uk ICYNENE MD-C-2007m-USA PRODUCT SPECIFICATION 4.TECHNICAL DATA (Based on Core Samples) Water Absorption Properties 1. PRODUCT NAME Thermal Performance ICYNENE MDC200TM meets Icynene MD-C-2OOTM FEMA criteria for resisting water Aged Thermal Resistance, absorption. ICYNENE MD-C-200TH is a 1"aged 90 days @ 140°F,R/in: Fungi Resistance trademark for medium density, ASTM C518:R-6.7(hr.ft2-°F)/BTU ASTM C1338 closed cell polyurethane spray foam insulation.ICYNENE MD-C-200TH No Fungus growth 3 ICYNENE MD-C-200TH provides is a 2.0 lb/ft density insulation and air barrier material. improved performance over Burn Characteristics traditional air permeable insulations 2.MANUFACTURER at equivalent R-values.ICYNENE ICYNENE MD-C-200Th is a MD-C-2001H is not subject to loss combustible product and is ICYNENE MDC200TM is made on of R-value due to windy conditions, therefore,consumed by flame,but site from liquid components settling,convection or air will not sustain flame upon removal supplied by Icynene Inc.Installation infiltration;nor is it prone to of the flame source.It leaves a and on-site manufacturing are traditional moisture intrusion via charcoal residue.It will not melt or supplied by independent Icynene convective air flow or diffusion. drip. It should be applied in Licensed Dealers. accordance with applicable building Air Permeance/Air Barrier/Air codes. 3.PRODUCT DESCRIPTION Seal Icynene MD-C-200TH fills any Passed NFPA 285 and ASTM E119 ICYNENE MDC200TM is a 2.0 shaped cavity,and adheres to most 60 minute rated wall assembly construction materials,creating testing: lb/ft3,closed cell insulation and air barrier material. It insulates and air assemblies with very low air seals at the same time.Convective permeance.Additional interior or ICYNENE MDC200TM is code air movement inside cavities is exterior air infiltration protection compliant for IBC construction virtually eliminated,providing more within the building is subject to types I,II,III IV&V and IRC uniform temperatures throughout the applicable codes. construction. building. Air permeability of core foam: Surface Burning Characteristics @ The result is superior quality 4"-ASTM E84*: construction,with higher comfort ASTM E283 data levels and lower heating and cooling <0.02 L/S-m2 @ 75 Pa for 1 in Flame Spread <25 costs. Energy savings vary thickness. Smoke Development <450 depending on building design, *Flame spread rating not intended to reflect hazards location,etc. In all buildings insulated and air under actual fire conditions sealed with Icynene MD-C-200TH, ICYNENE MDC:2ooTM expands to adequate mechanical ventilation/air ,.,r NFPA 286: t fill cavities within the building supply should be provided for envelope. It doesn't have to be cut optimum IAQ(Indoor Air Quality). MD-C-200Th can be applied in wall or fitted into the space. See ASHRAE Guidelines. and ceiling cavities with thicknesses up to 11 1/4 in.It must be covered ICYNENE MD-C-200TH is applied Water Vapor Permeance with 1/2" of gypsum board or DC- by spraying the foam into an open 315 intumescent paint coating @ 22 wall,crawl space,ceiling surface or ICYNENE MD-C-200TH is a Class wet mils. cathedral ceiling cavities. There it II vapor retarder which reduces the expands in a matter of seconds to amount of moisture that can diffuse Vented Attic: provide a foam blanket of millions through the insulation. MDC2OOTM can be applied in the of tiny closed cells,filling building floor of the attic with thicknesses up cavities and sealing cracks and Water vapor transmission properties: to 12 inches and it can be left crevices in the process. ASTM E96(Desiccant Method): uncovered. 0.9 Perms @ 1.5" Dec.2,2010 ICYNENE MD-C-200TH-US Product Specification Sheet le ICYNENE MD-C-2007m-USA SPECIFICATIONS AS OUTLINED 11.PACKAGING AND Unvented Attic: IN THIS PRODUCT STORAGE MD-C-200TH can be applied to the SPECIFICATION SHEET. SAVE underside of the roof deck in AND EXCEPT ANY Packaging thicknesses up to 12 inches and it EXCLUSIONS REFERENCED IN can be left bare. THE WARRANTY. Package-55 US gallon,closed top steel drums MD-C-200TH can be applied on 8.TECHNICAL walls in thicknesses up to 12 inches Component'A'—520 lb.net weight and it can be left bare. Icynene Licensed Dealers and per drum. Polyisocyanate MDI Icynene Inc.provide support on both Environmental/Health/Safety technical and regulatory issues. Component'B'—480 lb.net weight per drum Icynene MD-C-200TH contains no 9.REGULATORY ICYNENE MDC200TM-Resin PBDE's. ICYNENE MDC200TM has been Storage Not to be installed within(3")of tested as per the requirements of the heat emitting devices,where the International Code Council— ICYNENE MD-C-200TH temperature is in excess of 180°F,in Evaluation Service's AC 377 (Component A)and(Component B) accordance with applicable codes. Acceptance Criteria. ideally should be stored between 60 °F and 85°F. 5.INSTALLATIONS For regulatory issues concerning ICYNENE MD-C-200TH,contact Component A should be protected ICYNENE MD-C-200TH is installed Icynene at 800.758.7325. from freezing. by a network of independent Icynene Licensed Dealers. 10.9.RELATED REFERENCES 1212.INSTALLATION Formulations are available for all SPECIFICATIONS climate zones and altitudes. All physical properties were determined through testing by Refer to the ICYNENE MD-C- 6.AVAILABILITY accredited third party agencies. 200TM Technical Data Sheet. Icynene Inc.reserves the right to Check regional Yellow PagesTM or change specifications in its effort of contact Icynene Inc.at 800-758- continuous improvement. Please 7325 or visit our website at confirm that technical data literature www.Icynene.com. is current. 7.WARRANTY WHEN INSTALLED PROPERLY IN ACCORDANCE WITH INSTRUCTIONS,THE COMPANY WARRANTS THAT THE PROPERTIES OF THE PRODUCT MEET PRODUCT ICYNENEry NelLTMIeP.QYIeTHii,tlONH BNCHOT eeFle1leT' Telephone: 905.363.4040 Toll Free: 800.758.7325 Facsimile: 905.363.0102 Website: www.lcvnene.com E-mail: inquiry@icynene.com Dec.2,2010 ICYNENE MD-C-2007"'-US Product Specification Sheet DAVID TURNER ARCHITECT, P. C . 3-6-16 • Michael J. Verity { ©[ E}Y1 Chief Building Inspector D Department of Buildings VAR 1 0 2010 Town Hall Annex Building 54375 Route 25 BUILDING DEPT. PO Box 1179 TOWN OF SOUTUOLD Southold, New York 11971 Re: 640 West Shore Drive, Reydon Shores INSULATION CERTIFICATION This building complies with New York State Building Code requirement for Insulation and Building Thermal Envelope A). Icynene LD-C-50 Open cell spray foam the wall between the roof joist and on the exterior walls. B). Icynene MD-C -200 Closed cell spray foam that was used at the eves and joist ends. C). Silicone Caulk (continuous) at the sill plate connection to the foundation wall. D). Garage is an accessory structure unattached to the residence. E). Fireplace walls include an air barrier. If you need additional information, please feel free to call me at (212) 594-0840. My cell is (917) 916-9451. avid Turner * 15 RA 16162 450 SEVENTH AVENUE, SUITE 1907 • NEW YORK, N.Y. • 10123 PHONE: (212) 594-0840 • FAX: (212) 594-1530 DAVID TURNER ARCHITECT, P. C . 3-15-16 Michael J. Verity Chief Building Inspector Department of Buildings Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold, New York 11971 Re: 640 West Shore Drive, Reydon Shores Storm Water Drainage The premises has three drywells. Two of which receive roof runoff and are grated at the top to prevent run-off from passing from the higher elevations inland thru the property to the bay. About 12' in from the seawall is a French Drain that ties into a third drywell to further protect the indigenous vegetation and the bay from storm runoff. If you need additional information, please feel free to call me at (212) 594-0840. ►f.vid Turner \I RA 16162 �r..,,�°'p� `A re,4,4y 4 ,c 4 '�te.'►�A �o 3CEIV2 r�TE ofN MAR 222016 BUILDING DEPT. TOWN OF SOUTHOLD 450 SEVENTH AVENUE, SUITE 1907 • NEW YORK, N.Y. • 10123 PHONE: (212) 594-0840 • FAX: (212) 594-1530 DAVID TURNER ARCHITECT, P. C . 4-18-16 Michael J. Verity Chief Building Inspector ECEINEDepartment of Buildings 0 Town Hall Annex Building 54375 Route 25 APR 2 1 2016 PO Box 1179 Southold, New York 11971 BUILDING DEPT. TOWN OF SOUTHOLD Re: 640 West Shore Drive, Reydon Shores CO inspection objections 1). The open riser stairs had more than 4" gap between the bottom of the tread and top of the tread below at the rise. This has now been corrected and I certify that there is no more than a 4" opening at the stairs. 2). At the exterior deck stairs the handrail was greater than 6" in diameter. This has been corrected with the addition of a 1 1/2" diameter handrail at both sections of the exterior stair. I certify that we are now fully compliant with Photos are attached for both objections. If you need additional information, please feel free to call me at (212) 594-0840. Sin .vid Turner /,1 ' t' � 161621 - f - i ` ' 450 SEVENTH AVENUE, SUITE 1907 • NEW YORK, N.Y. • 10123 PHONE: (212) 594-0840 • FAX: (212) 594-1530 5 it tet= 1 . >''w• `'. f., • meg, X.,4 Alit• 4,. IlleallMIIIIWW . • a _ • Ali falba... A. b 4 - , , , / • • ..i/1,;, , I , 1 / , • • IIIIII .,111i1 ./ ' : 1 / . ..i,}/', '•''''', ::........ 1 • ,i.rifirr, - , ,,. ....,,, Y,, i illilk •".,„:11/ .i 1 • 1...- .,. ' .1111,0k./,,..,,4,7, ‘, • I ,.:. , i . /4, , 7. ,_____ • .. , ,. . •1 . , . .11111111111..,, I • . NM . '•-• , . . . .. . . -.. • Illil. . • \ ---------.......-. 1.111.161, ' ,, - •'. • . 3.'ow-e,, , - t 4 / . - ,NN.,.._ :, 7• - \ / - „....., ------ -------- ---- N. nil ,..,.... iik.H....v.•. ',.-_'.i,,, ..".• 1, Alak . •44,..1‘.1‘ 1 -, 41 1 1 i 1 I 1 -- i ,, ....... 1 imilkif ft . c 1 I ? 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C.i 4,4 FINAL J, 4,-;-72//:‹47C/4dnffc4rA"Is ' - 02d .4 � ,edo• •`mss �Lrr 7.. , tql,y)_., /N__ r, q J4, ( , ,i_ ,,1) iLli Gre4: &2-fie— ' . / _ '8-.1). it 120 c' -t- "--01- 6- /M IA% K.z. Leh I9 Le-V(CQ,rya , ADDITIONAL COMMENTS �ji r c- (-I X ati ) © 1`� 1 i V UNG.0 ' 5s , D ' ' cAir,..,4o- ve lld Z � m zp..11 .( `f'' l rnA.-1Q :` •• r Hik A. r,.4.,,-At - 0A/ 6-021,(14,5-6-.,/ �� 4 6-•,/ , 1r1, .Qu.�, • lei Gz-t,c ,I1/2...... ../... it . f° . L 'Pr- • . LiIDl1t foci be_) (;-- /0//7. /V 4-6.e..ze4,-;,P"Olt,„,„,.6P .c-c-.. i ; ..; -: . 6.1 g d •irli'icY14 )9 pz/ , , z I fit-- ' - I- / / i 0~ , ,.--/ . -e 0 • 2 C �r 0 - _ - _ . c t . - '. 4 011,6z4„-V.,,,,,,. ..#-._ al,I.e-e....76;1-itly, - '� i_ r • • ', TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION-CHECKLIST `/BWILDiNG DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 8 7 Check 3 - L( iJ Septic Form N.Y.S.D.E.C. . Trustees Flood Permit Examined 20 /) Storm-Water Assessment Form Contact: Approved /7/.2 20/3 Mail to: 74V I D L-YRI--4 E'er Disapproved a/c 450 7- A /.. 6.1.--1) Wit It 113 _ Phone: N C . 0 Z 3 Expiration ,20% (7'__, '� Cl...I Z.7) 5 9 4- —08 4O �n Building Inspector v EI • PPLICATION FOR BUILDING PERMIT ------(_. 4 I C\L.\-- A�= ' 1 3 Date ` ,20 13� INSTRUCTIONS is appliicatltin MU' be c•mpletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 se of plans,lthtif r' .)'.1. , . .-. -.Fee according to schedule. —b..Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all a. •lica.le laws,ordinances,building code,housing cod gulations,and to admit • authorize• •1 .- -(3:11. •1d.ptims and in b king for necessary inspections. 1d30 9x18 E101 Z ` c138 (S• ature of applicant or name,if a corporation)(1 'N A 3 3 3 45e5 7-ta-/ NE CS,-51-rLt lqb- (Mailing address of applicant) State w. - o, . is owner,lessee, agent,architect, engineer,general rcontractor,electrician,plumber or builder iNit2- •-••1-4 rr a c--r ,6,.e,La\--I-TM Name of owner of premises ET/ TE ' r e.:=.I LE IZ 1 (C c Lam'E: (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. _ Plumbers License No. Electricians License No. Other Trade's License No. A, C.(-41-1 1 e-G— . 4 ( (. t CD 2- e4 1. Location of land on which plipose4qrk will be done: 6 4 0 w E6 1--1 c .t 41--)12 I , `RE- c 1v I-i cEE S House Number Street Ifamlet County Tax Map No. 1000 Section SC)-1-4'7• I Block Lot Co,., 'Q�g Subdivision ga1'fl o 14 GJ i-1 0 tZ.ESQ t HG iled Map No. (3 I Lot Co 1 la rA rt 7 a P . 1*�, 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 2 STo fiz.-' S 1 H LE. Fads f-.�r i t,.�•( /SGCLSSart1\ b. Intended use and occupancy 2 S To 1.—r 'S i i—I 4 LE -PAsb}N,ti A.k.a.4 e 3. Nature of work(check which applicable):New Building v Addition Alteration Repair Removal Demolition Other Work O r� o h- (Description) 4. Estimated'Cost 2 O Fee 4-5 ® Z d H 11-4 4 c 1 J is c-rl o fy) (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor If 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 �D. S Rear � ll • S Depth +a• ) Height 2 o Number of Stories Dimensions of same structure with alterations or additions: Front '2 Rear S Depth 'ef Height 2. Z Number of Stories 2. � � r 8. Dimensions of entire new construction:Front 'ZI • S Rear 2 3 Depth Z 3 Height 12 Number of Stories 1 9. Size of lot: Front CPO - 9' Rear Co D • 1 S Depth 1 e 7 ' v1 / 10. Date of Purchase C'H?h-ac-g Name of Former Owner E S--TA.7 i e 1 e j CRE n'I `0 LY&1 11.Zone or use district in which premises are situated I"' d 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES>( NO 14.Names of Owner of premises Address Phone No. Name of Architect 9-.7,A t go 7:)SRH tz Address +56 1 A•41.1 Phone No C'Li z7 Sq¢-o9 4 ° Name of Contractor Address H C. 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 NAY BEREQUIRED. 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. Ta) 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? *YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) • - COUNTY O ) being duly sworn,deposes and says that(s)he is the applicant (Nam individual signing contract)above named, (S)He is the )1z G IA II u.c'T 4 -r (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to 'efore me this c d. of rI l 20 I,? - Notary is Signature of Applicant A b tt. A-r 7A c►—r t� E.�--�-7 NOTARY PUBLIC,State of New Yorlt: No.01CA6210774 _ Qualified in Westchester County Commission Expires Aug.31,2013 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined _ 20 Single&Separate L/ Storm-Water Assessment Form 5- Contact: Ap. . ,20 Mail to:C A"V I i Tu F- H Ela. r isapproved a/c a 7 4 / E. Licio-l) Y., I-V:- 1. 1017-3 Expiration ,20 (..Z i—2-' ) SI 41" —02, 4-13 E C \ V E / _____ _,sp:ctor I _. 0\ ri— 14 PLICATION : :,DIED 1 • _ PERMIT C 0 1 20 4 c ,� � �t Date L 0 4t-- BLDG DEPT `' "' INSTRUCTIONS TOWN 01 SOUTHOLD ` —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 shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the ' property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and reg ilatio o s,and to admit authorized inspectors on premises and in building for necessary inspections. C/ (Signat . - o' f applicant or name,if a corporation) 'QA' -r 1 o —CL) 'SIF--I E. r- 4 Sa. 7 ,4--,Lt.: c I`Ta1) „► .Y. , .—r- ( ® I Z,3 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder d ---..."--/ a 2 Az' tz G I-i 1 T f= c,-7-/ C 2 H —f f / c To 72 Name of owner of premises 1D,4 -e i Y7 4 A -1 A L 1 / r-sy, t-/ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 12- (to i-/ "-i-1 o fZL S> 1. Location of land on which proposed work will be done: Cc, 4-6 \,/ Gi T I-)O V- `per I ,,E '-i-c., V-7'i--1 c,V.. �o Li 1H d (---1=> House Number Street Hamlet County Tax Map No. 1000 Section 65 86- 49 ° Block Ci 1- o Lot C> 4 7 " cc) I Subdivision L `�� I-+ . " Filed Map No. Co 1 Lot �i 4 (o n r_ a 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy t H.C, L- e- r i4 (t L-- -3/ b. Intended use and occupancy �-�1 i-4, 6 L(L -r7-,,"k1C.1 L -y 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work -�>-G V- - 0 (Description) 4. Estimated Cost �� c' 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, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11- ek CD 11. Zone or use district in which premises are situated — 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO 1St k' k �A L I L —r,.., 1-4,--.k...tz 14.Names of Owner of remises Address 3 4 3 1/t/ Z2 6 7,Phone No.��r 2) 1 -o 9 4 o Name of Architect Pis.-1 ,r,`- v 1P--H E f z.. Address 4; O 7 A•-i L Phone No C-z-i--1-7 C,,t 4"-a actj a Name of Contractor QA I I'D -17)12.1-t>'k. Address 4S 6 -7 4`-/ LS Phone No. 6- I'z0 S'9 "0 E3 4-0 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO '>( * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? *YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) OU D ...t r--- 1= being duly sworn,deposes and says that(s)he is the applicant (Name of individuning contract)above named, (S)61.)1s the 0 -1-, 4---1 h..) t?---C►�11-T c7 a 1-1 i (2r-- c.-!6 (-z_ (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this /r / / - a A---- day of this 6Qf 20 / y �f- eF s asp- �* 3� z � * �'` ___ ANADINE FU;°QD �/ (04 Notary Pub i4 Notary Public-State of New York -Signature of Applicant '11NO. 01FL6202698 - ' - Qualified in Kings Co tt/.47 1 :. - 4) my Comm 3slon Expires / r �� s \� i' _ „"):--4-., �'.'1'F,= 4;—''.':1'):"-;' 4') 4: E k-' -) i 4I BOARD OF SOUTHOLD TOWN TRUSTEES ,},y. SOUTHOLD,NEW YORKr• ;'' ^f'., PERMIT NO.8244 DATE: JULY 17,2013 ( ' .-- r - ISSUED TO: DAVID TURNER 1 1 .r 1, PROPERTY ADDRESS: 640 WEST SHORE DRIVE,SOUTHOLD ir) '` SCTM##80-1-47.1 �` I 1 4 .<..� AUTHORIZATION ?�> r z,.. ,,,,, i Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in ' accordance with the Resolution of the Board of Trustees adopted at the meeting held on July 17,2013,and in consideration of application fee in the sum of$250.00 paid by David Turner Architect, P.C.and subject to the - Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: j' '"Y, 4li `'•, Wetland Permit to replace the existing 60' long by 6' high bulkhead in-place using vinyl ; ` sheathing; two(2)side returns to remain in-place; replace existing 3'wide stairs with handrails ''-' to bulkhead;add 24 cubic feet of clean sand fill at bulkhead; a 10'wide non-turf buffer to be installed and subsequently maintained along the landward edge of the bulkhead; one tree to be , .. I l removed; install approximately 300sq.ft.on-grade patio using loose laid tiles; demolish existing P -` residence down to foundation; repair existing foundation and construct an approximately 2,800 '_ L 4! 1 square foot dwelling; demolish existing garage and construct a 26'x24' garage; three(3) ? •.;,,1 drywells to be installed for roof rain water;construct new crushed stone driveway; replace ‘'1-/::” 4 i I existing septic system landward of residence; and demolish existing shed;and as depicted on I, 1 the site plan prepared by David Turner Architect,P.C.,last dated June 11,2013 and stamped[ approved on July 17,2013. \.i1,,]. .Z.f 1 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. ' v �yyOc�c ., NIA. i ..., /IE. 1 = 'tom/ V —. — V — \\ — ' 1, c James F.King,President �1o�*OF S®(f�10 - Town Hall Annex � 54375 Main Road Bob Ghosio,Jr.,Vice-President ' a Q P.O.Box 1179 Dave Bergen Southold, New York 11971-0959 John Bredemeyer G h, `,4Q �` ::• �® ? Telephone(631),765-1892 Michael J. Domino L O "` 4 � Fax(631) 765-6641 I1reOUNTI: Ili° •"' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 16, 2013 Mr. David Turner 450 7th Avenue, Suite 1907 New York, NY 10123 RE: DAVID TURNER 640 WEST SHORE DRIVE, SOUTHOLD SCTM# 80-1-47.1 • Dear Mr. Turner: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, October 16, 2013: RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#8244 to construct a 9'x6' non-treated wood deck adjacent to the bulkhead; a proposed ships ladder to beach; bulkhead whaler and capping to be +/-18" wide; relocate to along the top of bluff and expand proposed on- grade loose-laid patio to 30'x16' with a stone & gravel French Drain with a 4" diameter perforated pipe that will drain into a drywell to prevent storm water run-off; a proposed 3' wide loose-laid tile walkway along east side of dwelling with a 6'x12' loose-laid tile patio at side entry; install a dry swale along west side of dwelling to contain storm water run- off; and as depicted on the revised site plan prepared by David Turner Architect, P.C., last dated September 25, 2013 and stamped approved on October 16, 2013. 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, , v James F. King President, Board of Trustees 3 s®ts John M.Bredemeyer III,President ��e 4 -S0044;- ' Town Hall Annex 54375 Main Road Michael J.Domino,Vice-President � ; P.O.Box 1179 James F. King,Trustee ; Southold, New York 11971-0959 Dave Bergen, Trustee `\ �O���, Charles J.Sanders,Trustee ® i� Telephone (631) 765 1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES March 18, 2015 TOWN OF SOUTHOLD ' Mr. David Turner 450 7th Avenue, Suite 1907 New York, NY 10123 • 46 4,00, RE: DAVID TURNER 640 WEST SHORE DRIVE, SOUTHOLD SCTM# 80-1-47.1 Dear Mr. Turner: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, March 18, 2015: RESOLVED, that the Southold Town Board of Trustees APPROVES the Administrative Amendment to Wetland Permit#8244 to construct a 10'x14' wood deck attached to the west side of the dwelling; and as depicted on the revised site plan prepared by David Turner Architect, P.C., last dated February 9, 2015 and stamped approved on March 18, 2015. 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 [11 �� �� s L iU CE T JMB:amn r l [1 ,_1 APR - 3 -2015 6C.UG BLIT L____ TOM OF SOUl;1050 ��Q� Town Hall Annex John M.Bredemeyer III,President Jo 54375 Route 25 Michael J.Domino,Vice-President ,,r, ,,;" y ; P.O.Box 1179 Glenn Goldsmith t ,a,4 ; Southold,New York 11971 A.Nicholas Krupski • � . p R. =A. c �O �1 Telephone(631)765-1892 Fax(631) 765-6641 Charles J.Sanders BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD . CERTIFICATE OF COMPLIANCE # 1209C Date: March 31,2016 THIS CERTIFIES that the replacement of the existing 60' long by 6'high bulkhead in-place using vinyl sheathing; two(2)side returns to remain in-place;replace existing 3'wide stairs with handrails to bulkhead;add 24 cubic feet of clean sand fill at bulkhead;construct a 9'x6' non-treated wood deck adjacent to the bulkhead;a proposed ships ladder to beach;bulkhead whaler and capping to be+/- 18"wide; one tree to be removed;relocate to along the top of bluff and install approximately 30'xl 6' on- grade patio using loose laid tiles with a stone&gravel French Drain with a 4"diameter perforated pipe that will drain into a drywell to prevent storm water run-off; a proposed 3' wide loose-laid tile walkway along east side of dwelling with a 6'x12' loose-laid the patio at side entry; demolish existing residence down to foundation;r pair existing foundation and construct new dwelling with new foundation to be no closer to the existing bulkhead than 58.4' at the northwest corner and no closer than 57.1'at the northeast corner;demolish existing garage and construct a 26'x24' garage;and demolish existing shed;three(3) drywells fo be installed for roof rain water;construct new cruslied stone driveway;replace existing septic system landward of residence; install a dry swale along_west side of dwelling to contain storm water run- off; construct a 10'x14' wood deck attached to the west side of dwelling;a 10'wide non turf buffer to be installed and subsequently maintained along the landward edge of the bulkhead; At 640 West Shore Drive, Southold Suffolk County Tax Map#1000-80-1-47.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 11,2013,pursuant to which Trustees Wetland Permit#8244 Dated July 17, 2013,was issued and Amended on October 16,2013,and Amended again on March 19, 2014, and also Amended again on March 18,2015 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the replacement of the existing 60' long by 6' high bulkhead in-place using vinyl sheathing; two C2)side returns to remain in-place; replace existing 3' wide stairs with handrails to bulkhead; add 24 cubic feet of clean sand fill at bulkhead; construct a 9'x6' non-treated wood deck adjacent to the bulkhead; a proposed ships-ladder to beach;bulkhead whaler and capping to be+/-18"wide; one tree to be removed; relocate to along the top of bluff and install approximately 30'x16' on-grade patio using loose laid tiles with a stone&gravel French Drain with a 4" diameter perforated pipe that will drain into a drywell to prevent storm water run-off; a proposed 3' wide loose-laid tile walkway along east side of dwelling with a 6'x12' loose-laid tile patio at side entry; demolish existing residence down to foundation; repair existing foundation and construct new dwelling with new foundation to be no closer to the existing bulkhead than 58.4'at the northwest corner and no closer than 57.1' at the northeast corner; demolish existing garage and construct a 26'x24' garage; and demolish existing shed;three(3)drywells to be installed for roof rain water;construct new crushed stone driveway;replace existing septic system landward of residence; install a dry swale along west side of dwelling to contain storm water run-off;construct a 10'x14'wood deck attached to the west side of dwelling;a 10'wide non turf buffer to be installed and subsequently maintained along the landward edge of the bulkhead. The certificate is issued to DAVID TURNER owner of the aforesaid property. (5)A... Am 450.01111111"°- Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04261 PERMIT Under the Environmental Conservation Law (ECL) Permittee and Facility Information Permit Issued To: Facility: DAVID H TURNER TURNER PROPERTY 450 7TH AVE STE 1907 640 W SHORE DR1SCTM 1000-80-1-47.1 NEW YORK,NY 10123 SOUTHOLD,NY 11971 (212) 594-0840 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Southold Facility Principal Reference Point: NYTM-E: NYTM-N: • Latitude:, Longitude: Project Location: 640 West Shore Drive - Watercourse- Southold Bay Authorized Activity: In-place replacement of 60 linear feet of existing storm damaged bulkhead and backfill. Replacement of existing or the construction of new bulkhead returns. Remove existing steps and replace with new steps. Plant a 10 foot wide buffer of native plant species landward of the bulkhead. All authorized activities must be in strict conformance with the attached plans stamped "NYSDEC Approved" on July 9,2013. NOTE: Work landward of the "top of slope" as shown on the survey by Robert H. Fox dated February 14, 2013 is not within NYSDEC jurisdiction. Tidal Wetland permits are not required to do work in the area landward of this line. Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-04261/00001 New Permit Effective Date: 7/9/2013 Expiration Date: 7/8/2018 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 all conditions included as part of this permit. Permit Administrator: SUSAN ACKERMAN,Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY B OOK,NY 11790 -3409 Authorized Signature: Date /P /1015 Page 1 of 6 Ohne NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL.CONSERVATION Now Facility DEC ID 1-4738-04261 Distribution List Habitat- TW SUSAN ACKERMAN Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Regulated Activities Authorized By This Permit This permit ONLY authorizes those regulated activities/structures identified under the section titled "SAP Authorized Activity". The Department does not issue after-the-fact or as-built permits. This permit does not,authorize activities, or legitimize the existence of structures,which would have required a permit but for which no permit or other authorization has been granted by the Department. 2. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by David H. Turner 6-11-13 (sheets 1-3). 3. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 4. Excavation for Bulkhead/Structure Prior to any construction or removal of bulkheads and other shoreline stabilization structures all backfill shall be excavated landward of the structure and retained so as not to enter the waterway,tidal wetland or protected buffer area. 5. Replacement Bulkhead Maximum Height The top elevation of the replacement bulkhead shall be no more than 18 inches higher than the existing bulkhead. 6. No Seaward Extension of Bulkhead The new bulkhead shall be constructed in place of the existing bulkhead with no seaward extension of the outermost bulkhead face. 7. Jet-in Bulkhead Bulkheads constructed directly adjacent to vegetated tidal wetlands shall be hand driven or jetted in with no disturbance to the tidal wetland. Trenching is strictly prohibited. Page 2 of 6 r New York State Department of Environmental Conservation Division of Environmental Permits, Region One SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0357 Fax: (631).444-0360 _ Website: www.dec.ny.gov Joe Martens Commissioner July 9, 2013 Mr. David H. Turner 450 Seventh Ave., Suite 1907 New York, NY 10123 Re: Permit No.: 1-4738-04261/00001 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather. Si cerely, Susan Ackerman Permit Administrator SVA/Is dome NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04261 8. Backfilling The installation of the approved replacement bulkhead shall be completed prior to the placement of any fill material behind the structure. 9., Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash,broken concrete or demolition debris). to. No Beach Excavation For Fill No excavation of the beach is authorized for the purpose of obtaining fill or stone materials. 11. No Dredging or Excavation No dredging, excavating or other alteration of shoreline or underwater areas is authorized by this permit,nor shall issuance of this permit be construed to suggest that the Department will issue a permit for such activities in the future. 12. No Runoff Over or Through Bulkhead or into Wetland Upon completion of the bulkhead replacement authorized herein,there shall be no discharge of runoff or other effluent over or through the structure or into any tidal wetland or protected buffer area. 13. Use of Treated Wood 'The use of wood treated with creosote,,pentachlorophenol or other wood treatment not specifically approved by the department for use in wetlands and/or marine waters, is strictly prohibited in the construction of structures that will be in contact with tidal waters. 14. Parallel Capping Boardwalk The width of the parallel capping boardwalk shall not exceed six(6) feet. No portion of the boardwalk shall extend seaward'of the most seaward face of the bulkhead sheathing. 15. No Structures on Reconstructed Bulkhead or Pilings No structures, other than structures specifically authorized by this permit, shall be constructed on the reconstructed bulkhead or pilings without further authorization from the Department(new permit,modified permit). 16. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined to the upland area landward of the bulkhead or on a barge. 17. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 18. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacentarea(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 19. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. ' 20. Temporary Mulch, Final Seeding If seeding is impracticable due to the time of year, a temporary mulch shall be applied and final seeding shall be performed at the earliest opportunity when weather conditions favor germination and growth but not more than six months after project completion. Page3of6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION N Facility,DEC ID 1-4738-04261 21. No Interference With Navigation There shall be no unreasonable interference with navigation by the work herein authorized. 22. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 23. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit,the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. - 24. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate,or any other environmentally deleterious materials associated with the project. 25. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may - lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. Page 4 of 6 Ilk llama NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION mow Facility DEC ID I-4738-04261 A copy of this permit, including all referenced maps, drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of, the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator - NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOKI50 CIRCLE RD STONY BROOK,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department • reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the,permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related,to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5 of 6 ' t • Mb/ NEW'VORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Now , Facility DEC ID 1-4738-04261 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS • 'Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state,or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") forall claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee: Item C: Permittee Responsible for Obtaining Other-Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real'or personal property held or vested in a person not a party to the permit. • Page6of6 o// - �14T ofd DEPARTMENT OF THE ARMY .• 4n NEW YORK DISTRICT,CORPS OF ENGINEERS as -TA Ti JACOB K.JAVITS FEDERAL BUILDING o ,„,i���i ?, M NEW YORK,N.Y.10278-0090 v, a rfO SrATGS--1, 'a d REPLY TO ATTENTION OF J U L 2 6 2013 Regulatory Branch Subject: Application File Number NAN-2013-00724-EOF By David Turner < David Turner 450 7th Avenue, Apt 1907 New York, New York 10123 . Dear Mr. Turner: < On May 31, 2013, the New York District of the U.S. Army Corps of Engineers received a request for Department of the Army authorization for the replacement of 60.15 linear feet of bulkhead. The site is located in the Southold Bay, Town of Southold, Suffolk County, New York. - Based on the information submitted to this office, [and accomplishment of notification in accordance with the applicable federal requirements], our review of the prgject indicates that an individual permit is not required. It appears that the activities within the jurisdiction of this office could be accomplished under Department of the Army Nationwide General Permit Number 3. The nationwide permits are prescribed as a Reissuance of Nationwide Permits in the Federal Register dated February 21, 2012 (77 FR 10184). The work may be performed without further authorization from this office provided the activity complies with the permit conditions listed in Section B, Number 3; Section C; any applicable New York District regional conditions; the following special conditions and any applicable regional conditions added by the State of New York, copies enclosed. Special Conditions (A) The permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. JUL 262013 This determination covers only the work described in the submitted material. Any major changes in the project may require additional authorizations from the New York District. . Care should be taken so that construction materials, including debris, do not enter any waterway to become drift or pollution hazards. You are to contact the appropriate state and local government officials to ensure that the subject work is performed in compliance with their requirements. Please note that this nationwide permit (NWP) verification is based on a preliminary jurisdictional determination (JD). A preliminary JD is not appealable. If you wish, prior to commencement of the authorized work you may request an approved JD, which may be appealed, by contacting the New York District, U.S. Army Corps of Engineers for further instruction. To assist you in this decision and address any questions you may have on the differences between preliminary and approved jurisdictional determinations, please review U.S. Army Corps of Engineers Regulatory Guidance Letter No. 08-02, which can be found at: http://www.usace.army.mil/Portals/2/docs/civilworks/RGLS/rg108-02.pdf This verification is valid until March 18, 2017, unless the nationwide permit is modified, reissued, or revoked; and provided the activity complies with the terms of any subsequent modifications of the nationwide permit authorization. If the nationwide permits are suspended, revoked, or modified in such a way that the activity would no longer comply with the terms and conditions of a nationwide permit, and the proposed activity has commenced, or is under contract to commence, the permittee shall have 12 months from the date of such action to complete the activity. Within 30 days of the completion of the activity authorized by this permit and any mitigation required by this permit, you are to sign and submit the attached compliance certification form to this office. R In order for us to better serve you, please complete our Customer Service Survey located at: http://per2.nwp.usace.army.mil/survey.html A copy is being furnished to NYSDEC Region 1; and NYSDOS. Any inquires should be directed to our Regulator-of-the-Day at 917-790-8511. Please be sure to have the above eighteen-character file number readily available when you call. Sincerely, f,Step an A. Ryba '6 19 Chief, Eastern Section ti�T 9F DEPARTMENT OF THE ARMY NEW YORK DISTRICT,CORPS OF ENGINEERS JACOB K.JAVITS FEDERAL BUILDING NEW YORK,N.Y.10278-0090 S)ATF5 REPLY TO ATTENTION OF Regulatory Branch - Eastern Section NATIONWIDE PERMIT COMPLIANCE CERTIFICATION AND REPORT FORM Permittee: Turner, David Permit No. NAN-2013-00724 Date Permit Issued: JUL 2 6 2013 Location: Town of Southold, Suffolk County, New York Within 30 days of the completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to. the address at the bottom of this form. Please note that your permitted activity is subject to a compliance inspection by a U.S. Army Corps of Engineers representative. ' If you fail to comply with this permit you are subject to permit suspension, modification or revocation. I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and conditions of said permit, and required mitigation was completed in accordance with the permit conditions. Signature of Permittee Date FOLD THIS FORM INTO THIRDS,WITH THE BOTTOM THIRD FACING OUTWARD. TAPE IT TOGETHER AND MAIL TO THE ADDRESS BELOW OR FAX TO(212)264-4260. • PLACE STAMP HERE DEPARTMENT OF THE ARMY NEW YORK DISTRICT CORPS OF ENGINEERS' JACOB K. JAVITS FEDERAL BUILDING ATTN: CENAN-OP-RE NEW YORK, NEW YORK 10278-0090 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: December 5, 2014 TO: David Turner 450 7th Avenue, Suite 1907 New York, NY 10123 Please take notice that your application dated December 1, 2014 For permit to construct additions and alterations to an existing single family dwelling at Location of property: 640 West Shore Drive, Southold, NY County Tax Map No. 1000 - Section 80 Block 1 Lot 47.1 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 12,632 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring less than 20,000 square feet in total size, the minimum single side yard setback is 10 feet and the minimum combined side yard setback is 25 feet. Following the proposed construction, the dwelling will have a single side yard setback of 5 feet and a total side yard setback of 16 feet. h•• red Signa u Cc: File, ZBA ° BOARD MEMBERS �pf'' _ Southold Town Hall g ®� SOO- 53095 Main Road•P.O.Box 1179 Leslie Kanes Weisman,Chairperson • 4� �0 - Southold,NY 11971-0959 ,Eric Dantes �� 4 '� �� iNg 2 Office Location: Gerard P.Goehringer ; C,, Town Annex/First Floor,Capital One Bank George Horning • 0 AC? �� 54375 Main Road(at Youngs Avenue) Ken Schneider lif'COU \\tSouthold,NY 11971 http://southoldtown.northfork.net \.—n ZONING BOARD OF APPEALS C E TOWN OF SOUTHOLD l J� Tel.(631)765-1809•Fax(631)765-9064 . JUN252013 BLDG DEPT TOWN OF SOUTHOLD FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JUNE 20,2013 ZBA FILE 6658 NAME OF APPLICANT: David Turner PROPERTY LOCATION: 640 West Shore Drive, (adj.to Southold Bay) Southold,NY(S.C.T.M. 1000-80-1-47.1) SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated May 15, 2013 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated May 23, 2013. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The property is located on West Shore Drive in Southold. The property is a non-conforming 11,820 foot parcel located in an R-40 District. It is improved with a frame dwelling and accessory garage and shed. The property has 60.15 feet of water frontage on Southold Bay, 195 feet along the eastern property line, 60.04 feet on West Shore Drive, and 197.00 feet along the western property line. as shown on the survey by Robert H.Fox LLS dated February 14, 2013. BASIS OF APPLICATION: Request for Variance(s) from Sections 280 -116(B) and Article III, Section 280-15F the Building inspector's April 29, 2013 Notice of Disapproval based on an application for building permit to demolish existing single family dwelling, construct new single family dwelling and accessory garage at; 1) proposed construction at less than code required bulkhead setback of 75 feet. 2) Accessory garage proposed in Ii location other than code required rear yard or in case of waterfront property may be located in front yard provided it meets the principle setback. RELIEF REQUESTED: The applicant requests variances to demolish an existing single-family dwelling, accessory garage and shed and construct a new dwelling at 52 feet from bulkhead where the code requires a 75-foot Page 2 of 3—June 20,2013 ZBA#6658—Turner SCTM#1000-80-1-47 1 minimum setback from the bulkhead. Additionally the applicant is proposing to build an accessory garage which will be partially located in a side yard where the code requires either a rear yard location, or in the case of waterfront properties a front yard location meeting the principle front yard setback of 35 feet on the subject property. AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant, on June 13, 2013, submitted a revised site plan increasing the bulkhead setback to 58.4 feet 4 s and moving the proposed accessory garage 5 feet towards West Shore Road so that it is no longer in the side yard, and thereby eliminating a variance and bringing the plan into more conformity with the codes. ADDITIONAL INFORMATION: The neighbor to the East of the property spoke at the public hearing and in his opinion granting this variance will allow the owner to improve his property by demolishing the existing structures and building a new home and accessory garage, fixing the existing bulkhead and bringing the home into conformance with other similar houses to the west and east of his in keeping with the character of the neighborhood. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 6, 2013 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood,and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law§267-b(3)(b)(1). Grant of amended relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Several of the neighboring properties-have non-conforming - bulkhead setbacks and accessory garages in the front yard similar to what the applicant proposes. The applicant also proposes to demolish a deteriorated dwelling, garage and shed and improve his property with a new dwelling and accessory garage which is more in keeping with others that are similarly improved in the neighborhood. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance for the proposed accessory garage. The applicant can place his accessory garage in a conforming front yard location, as applied for in the amended site plan, thereby making it code conforming. Granting alternative relief for the bulkhead setback cannot be achieved without a variance because the applicant proposes to use a portion of the existing foundation which has a non-conforming bulkhead setback. However, the amended bulkhead setback is more conforming to the code and similar to others in the neighborhood 3. Town Law §267-b(3)(b)(3). The variance granted herein for the bulkhead setback is mathematically substantial, representing 23% relief from the code. However the alternative relief increased the bulkhead setback by over 6 feet and a landscaped buffer will control run off from the slope of the bank. 4. Town Law 267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The grant of alternative relief has addressed the concerns and has eliminated one variance. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and install drywells, leader and gutters, and re- build the existing bulkhead. 5. Town Law 267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. Page 3 of 3—June 20,2013 7 ZBA#6658—Turner SCTM#1000-80-1-47 1 6. Town Law §267-b. Grant of the alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new dwelling with an accessory garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Eric Dantes, seconded by Member Goehringer, and duly carried,to DENY the application as applied for, and GRANT ALTERNATIVE RELIEF as requested in the amended site plan showing drywells, the septic system and the proposed accessory garage in a conforming front yard with conforming setback of 36 feet from West Shore Road, and a bulkhead setback of 58.4 feet, which was prepared by David Turner Architect, P.C. labeled S- 100.00 and dated June 11, 2013 and architectural plans labeled A- 103 and A-104 dated April 9, 2013 prepared by David Turner Architect,P.C. subject to the following conditions; CONDITIONS: 1.) The house and accessory garage shall be fitted with leaders and gutters to manage storm water runoff and drywells as shown on site plan. 2.)The applicant shall install a 10 foot wide landscape buffer along the top of the bank/"top of slope." That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Goehringer, Schneider, Horning, Dantes. This Resolution was duly adopted(5-0). .r /. `. e i 46 Leslie Kanes Weisman, Cha' erson - Approved for filing 6 !01 /2013 I BOARD MEMBERS 1*pf $0i��' Southold Town Hall Leslie Kanes Weisman,Chairperson (/pi� 53095 Main Road•P.O.Box 1179 ��� ,. � 4 Southold,NY 11971-0959 Eric Dantes 3 �, ; Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Horning • .i r 54375 Main Road(at Youngs,Avenue) ij' o�� Southold,NY 11971 Ken Schneider CSU d %�... ai http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 October 24,2013 David Turner Architect, P.C. 450 Seventh Avenue, Suite 1907 New York,NY 10123 RE: ZBA#6658, de minimus request Dear Mr. Turner: I have reviewed your letter dated October 17,2013, and the proposed building plans that you submitted with your request for a de minimus determination. Since you do not propose any changes to the setbacks granted in decision#6658,and you are not proposing any new nonconformity, I have determined that your requested modification is de minimus in nature.Please also note that you must comply with Chapter 236 of the Town's drainage code and the conditions imposed in the decision. I will instruct the office to send a copy of this letter and your request,and a stamped approved copy of the revised building plans dated October 4,2013 and labeled sheet A-7 and the plan dated 08- 27-13 revised 09-30-13 and labeled sheet A-8,to the Building Department so that you can apply for a building permit. If you have any questions,please call the office. Sincerely, 411[4,10/, <4,1/ Leslie Kanes Weisman Chairperson/Dept. Head I/CC: Michael Verity, Chief Building Inspector • • � BOARD MEMBERS i"' 8002,--1, Southold Town Hal] Leslie Kanes Weisman,Chairperson ,•i �� O! ` 53095 Main Road •P.O.Box 1179 �� ~ Southold,NY 11971-0959 Erie DantesWr 110 Office LQ_CAls. Gerard P.Goehringer �� G Town Annex/First Moor,Capital One Bank George Horning; d�� AA:40 t 54375 Main Road(at Youngs Avenue) Kenneth Schneider C0(1 ,,•• Southold,NY 11971 http://southoldtown.nortltfork.ne t ZONING BOARD OF APPEALS - TOWN OF SOUTHOLD E C E L \ ". Tel.(631)765-1809•Fax(631)765-9064 [11)11MAR —4 2014 'L.:19 BLDG DEPT February 25,2014 TOWN OF SOUTFIOLD David Turner,Architect P.C. 450 Seventh Avenue Suite 1907 New York,NY 10123 Re: de Minimus request Dear Mr,Turner: Yesterday our office received a second letter from you dated 2-24-14 with sheet A-1 dated 2-24-14 showing the location of your foundation,with a bulkhead setback of 58.4 ft.on the NW corner and 57.1 ft from the NE corner,and a detailed explanation as to bow this location relates to and differs from the bulkhead setback of58.4 ft.granted in ZBA decision#6658. Your previous correspondence,dated 2-19-14,requesting approval for a de minimus change of 56.6 feet' between the foundation and bulkhead,was added to the Board of Appeals Special Meeting agenda for discussion on February 20,2014, At that meeting the Board determined that the proposed change was not de minimus in nature and therefore voted by unanimous resolution to deny your request. 1 had drafted a letter which was to be mailed to you today informing you that you could choose to either conform to the variance as granted in decision#6658 dated June 20,2013 or make a request in writing to the Board asking to re-open your hearing so that you could present your reasons for being unable to conform to the Board's original decision and why additional bulkhead setback relief should be considerd. Based upon the information contained in your more recent letter of 2-24-14,and the drawing labeled Water Front Setback Detail,1 am prepared to approve your proposal to set back the foundation wall 8 inches further away from the existing bulkhead,matching the 58.4 foot bulkhead setback at the NW corner as granted by the Board of Appeals,and going no closer than 57.1 ft.to the bulkhead at the NE corner. However,please note that any additional changes that deviate from the drawings approved by the 7BA, will require full review by the Board of Appeals. If our i ,ce can be of assistance,please do not hesitate to contact us. Sin-e 'S I ;� si6 \ l ' i' , l Le lie Kanes Weisman Chairperson/Department Head CC: Michael Verity,Building Department , BOARD MEMBERS �,ii�e` C' ; Southold Town Hall , Leslie Kanes Weisman,Chairperson 1/',1 4% go 53095 Main Road•P.O.Box 1179 �, Southold,NY 11971-0959 Eric Dantes ii' Z Office Location: Gerard P.Goehringer % co Q ,` Town Annex/First Floor,Capital One Bank %George Horning �`O _ ��a0��� 54375 Main Road(at Youngs Avenue) Kenneth Schneider =l�CouN. O ,001� Southold,NY 11971 ....a,,, t - http://southoldtown.northfork.net in,L I� ZONING BOARD OF APPEALS') [ TOWN OF SOUTHOLD � kPR 1 2015 \\----\\)\-\ _J I Tel.(631)765-1809•Fax(631)765-9064 ` k,: 113_.1 A F GS,DELIBERATIONS AND DETERMINATION a:,' MEETING OF FEBRUARY ,. =�Y ___._ 19,2015 • 2:A.FILE,683AP'.,i,�='_i,1JOLD , , N 7 a - , '-PLICANT: David Turner S.C.T.M. 1000-80-1-47.1 PROPERTY LOCATION: 640 West Shore Drive, (adj.to Southold Bay) Southold,NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative'Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 29, 2014 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. ` LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated January 23, 2015. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us,it is our recommendation thatTe proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The property is located on West Shore Drive in Southold. The property is a non-conforming 11,820 foot parcel located in an R-40 District. It is improved with a single family dwelling and accessory garage. The property has 60.15 feet of water frontage on Southold Bay, 195.00 feet along the eastern property line,,60.04 feet on West Shore Drive, and 197.00 feet along the western property line, as shown on the planlabeled proposed wood deck sheet nuniber A-100.00 dated 11-25-14 prepared by David H. Turner,Architect. BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and the Building Inspector's December 5, 2014 Notice of Disapproval based on an application for building permit for additions and alterations toexisting single family dwelling, at; 1) less than the code required minimum single side yard setback of 10 feet,2)less than the code required minimum combined side yard setback of 25 feet. RELIEF REQUESTED: The applicant requests variances to construct a deck addition to the west side of the dwelling with a single side yard setback of 5 feet and combined side yards of 16 feet where the code requires a minimum of 10 feet and combined total of 25 feet. S AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant on February 12, 2015 submitted a plan increasing the proposed East side yard setback to a conforming 10 feet, thereby eliminating one variance, and the combined side yard setback to 21 feet thereby bringing the plan into more conformity with the codes. , Page 2 of 3—February 19,2015 ZBA#6830-Turner SCTM#1000-80-1-47.1 1 ADDITIONAL INFORMATION: The applicant received prior variance relief under ZBA#6658,to demolish and construct anew dwelling with accessory garage.Applicant received'alternative relief. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 5,2015 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board fords the following facts to be true and relevant and makes the following findings: 1. Town Law $267-b(3)(b)(1). Grant of the relief as amended will not produce an undesirablie change in the character of'the neighborhood or a detriment to nearby-properties. Applicant proposes to reduce the size of the deck to`eliminate,`the single side yard variance,` bringing the home into conformance with other similar houses to the West andtast:of his inkeeping with the character of the neighborhood. 2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue,other than an area variance. The applicant can reduce the size of the deck and eliminate the single side yard variance and increase the combined side yards by an addition of 5 feet for a total of 21 feet which is more conforming to the code. 3. Town Law 4267-b(3)(b)(3). The variance granted herein for the combined side yard setback is mathematically substantial, representing 16% relief from the code. However,the lot is a small lot and other parcels, including the applicant's Western neighbor have non-conforming side yard setbacks. 4. Town Law $267-b(3)(b)(4) No evidence has been submitted to suggest that a.variance in this residential community will have an,adverse impact,on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6.Town Law 4267-b. Grant of the relief as amended is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a deck addition while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTIONOF THE BOARD: In considering all of the above factors and applying the balancing test under New:York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Weisman, (Chairperson), and duly carried,to` DENY the application as applied for, and GRANT, the relief as amended; the single side yard on the west shall be no less than a code conforming 10 feet and the combined side yards shall be no less than 21 feet. As shown on the architectural drawings dated 11-25-14, revised 2-9-15 prepared by David H. Turner, RA .as pages A-100.00 & A-101.00. Subject to the following condition; CONDITION: 1. The deck shall remain open to the sky. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Page 3 of 3—February 19,2015 ZBA#6830-Turner SCTM#1000-80-1-47.1 Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three •(3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson), Schneider,Dantes. (Absent was:Members Horning and Goehringer) This Resolution was duly adopted(3-0). fr Leslie Kanes Weisman,Chairperson Approved for filing a /Q, L /2015 ,17 i dilffi - SCOTT A. RUSSELL £ fit e4�` , , ' e4, JAMES A. RICHTER, R.A. ri SUPERVISOR —,,,:,--4,:-.Itz _� MICHAEL Ni. COLLINS, P.E. li rasa :._ ._ 'r .= , TOWN HALL - 53095 MAIN ROAD a 0y ;. z t114i TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 :. , '�. i Fax. (631)-765—9015 MTCHAET..COLI1NSLWTOWN.SOUTHOLD.NY.US `R fel sp it4 �'1► i_M1F..RICHTERrir:TOWN.SOVTHOt.D.Nl'US r "'"wwnrwf� j_i_____lii OFFICE OF THE ENGINEER ,‘ TOWN OF SOUTHOLD ; 11\ OCT - S X013 's nr DEPT. D STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SFT • (To be completed by the applicant) TO: Engineering Department _ -_ _ ____ __ FROM: Buildin t De•-rtment -' - , CI AFtO ` etOrplattidAppti to r#fat , BOIldl1 r1 ' DATE: 1c' Z3 o I - ;3;_ __ ❑ A cornpletelarrfBuitdklg=Plans APPLICANT: ADQ%4 i , - t-t l2. - Co 0 A+ orx pleted'Ctlapter�236 Btarnwater PERMIT#: 46 'RRviewVheclifist S.C.T.M#: S 6 - I - 4:7. BRIEF PROJECT DESCRIPTION: IZe'PLbc.L, 1 L (-- - 1-4 tA42 ts-4 :4--i Tz MC l 0 EA-1 c to v S t t-t 4 C x i 11-1-I t4( -Fa V t..t t,* ?I 1411, -t .‘.N S L T i < Tia-1-t I=-5 L it 443-i i i-G '1 17 s 'D RY t . u AirNf-00,:o) drag_ -FAQ.A ft-fi'l I' 4-1L-T, 5Thee- 1.4i, , - _ 4 44-11:23) • [O109 sr xs ' '2..t.,-/=;_ �2 [,� A� -h ^M `ek --7-::-.V—.• i' rx"' ' a s F ,� 1sj �"�n? 8 ' �Ga73� . �J�'�s �.�y � � S x . fVp u � i ' ksr . , % , ' ' i ix 1,e, ma , ea } , 'fsA . t �`t t nr r- +au . . 13?..11C# ! Q ".bl sF.e.x . ,Lx Y,�A� '' 3 �J + © s ,fill',--. 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E tjr.41''.S :-. ky. , „ -,- ,„,-=.,,„,4 :. g y ,, ''• a -A' k �' - . ty"fit .'/-"t-4 1414?,,.•x 7/22/2013 ��N����� CHAPTER 236 DATE: � It o (-aa ( 3 �u , APPLICANT: IDA i k J-m.1-4S P- - St®rm�nrater Review Checklist S.C.T.M.#: 6® - r-- 4- I PHYSICAL ADDRESS: 6, 4 C) \/s4 S'W 0 kV_ • StOrmvvater Management Control Plan Requirements Yes No NA If No or NA,Please Provide Additional Information 1: Plan drawn to scale of not less than 60 feet to the inch showing: ✓� location and description of property boundaries ✓' b.".total:site.acrea a c:existmgt an zi mural waazl'man-made features on and within 500=feet ✓ �.ir,A _ '' ;?.�f.ol;'4LL I r'r";3'"`t'-i•;::ir " "s.�' C�k:.=w:i, ,r,',- :r„ �s,_ _ w. a site;botxniiary:asa,regiii=ed m?,_§2341(e)(2\ :�` �;: n"'"� J,�;,_ L c a`ia,y'�;-t., .,.s. v{L"sa• J .r:•;I b,`� •' - ay,..o-:^Y,Y^.:.,✓:.asp.-.+-r';R,:.' �,E�;.` i; ; �;�''ii:afe's`trlol'e�;data nd�catu�g�s®it='ch�acter-,�stics��nd`th"p..� � th.to•water f ....s°' ` ,., 2_ - - . `'<`'`°• o .ised'�lim3i x .r•,, t M. - . eY- r is of clew n.Z:a119' ',, area oforb oed-'audf; ✓ firy. :�? �P .r ;. tlie�total:�"� 1� .tV . .E"�•� 'f �.�g,�; w, x,.,rfi, ..,�����,r.. sturban "5 z; ' p>.. `ie':i,1�§ n �:� #,.� ::crK. �f'h- � ,:de{++l`L,x:" I- i, �( + Jt�WN..`•�':� »L�y, _ i'11•r:' :.<.`,::1»`Y„g,�n vi-0': .u, ..t�y�Sr..:'�. .,4,�,w Ja'1' ���'' ,�� P ,..y.Uc.. tM r,,,,. w, - .�l:+i�,.*_" .,s;�`v�•r;. ., -. ting and proposed cgi5taursgofthe siteM(muuniium 2'iritervzrX) V r mq ^_ t'rr'`.g location�of all exis end ro oseclystriictures ,�rc�a4ds;ilriVeways, ?�`•' ``";� �s<';�Slde y �ra�,x:s s��i.x;; r�.r aw,�,�,b::,nz ���A,r44"rt�,.:...,-��;v-`' _ f:i:, vi%alks;drainage`iin roYexrients°air .utilities.,'" ?fi,yt•Ys,}« -��,':�'�1:; Qi. id3�earas,ri,,.clAR� t tisp..;d,e.tWd1fr, :++o.?�.s'kl'�V,t`a_" ow ._,f e',xis11- � , u :gand proposed • tri locat'ion,*of tl CIAxv mmingpogl4ischarge ring cs LE; 5Y>Srwc'r r�:. u l....,a- .., fµ £ •;: ,;j hlocaf bn of pro os d,$soil;stockpile area(s) oftbe-proposed construction entrance/staging•.- areas - 1. location of the proposed concrete washout area 'L4 m. location of all proposed:erosion and sediment control measures //' ® �c, 2. Plan includes calculations showing that the stormwater improvements are sized to capture,store and infiltrate on-site the runoff from all s✓ impervious surfaces generated by a two=inch rainfall 3. Detail drawings(required for plan approval)provided for: a. erosion and sediment controls b. construction entrance ✓ c. inlet structures(e.g. catch basins,trench drains,etc.) v oE d. leaching structures(e.g. infiltration basins,swales,etc.) REVISED 7/24/2013 '' i ... ,,,,,,„.....„ r,,%cif wry- Do Town H 4 allAnnex t - * Telephone(631)765-1802 ' 54375 Main Road _ % g Q2 r P.O.Box 1 79 co Q �� roger richer( 4a`ll so it1101(i.nv.us Southold,NY 11971-0959 `�e / -k _ y�/���H�g,��� BUILDING DEPARTMENT - TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION - : REQUESTED BY: Ann 5.110 ! S Date: I v1 I-i f I`l Company Name: - eeCO el ec - e Co r p. - - Name: C I;-PA ro( CO r r,e,I / . • License No.: 22 Ito --rr Address: Phone No.: �5 �uaA koct�Q . Deco n;L , n 1 IyS$ _ (03 1 - 1 -55 lite JOBSITE INFORMATION: (*Indicates required information) • *Name: • a V i A I wrr,e-r *Address: (04:i 0 1A/PS-l- 5 he,re. n'tie , %.tMko 14 , 11( 114'1 I Cross Street - *phone No.: ------7_72-- jQj --O?4O - Permit No.: -58q5---) - Tax-Map District: - 1000 . Section: go- Block: I Lot '-t`I—I *BRIEF DESCRIPTION OF WORK(Please Print Clearly) - We t-!z arta( Zervi c-e... - . (Please Circle All That Apply) *Is job ready for inspection: YES/ 0 Rough In Final *Do.you need a Temp Certificate: 41 NO - Temp information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other i *New Service: Re-connect ndergroun• Number •eters Change of Service Overhead - ID Additional Information: PAYME I UE WITH APPLICATION • -16 824Request for Inspection Form 6 . U - °-C! - 22‹D� DAVID TURNER ARCHITECT, P. C . 5-26-13 Vicki Toth Zoning Board �1 Town of Southold fie® • SEp 7BA # 6658 2 �0 640 West Shore Drive (Reydon Shores) 80i1k0 ®F 13 pPz.�C� BY FAX (631) 765-9064 Dear Ms.Toth Patricia Conklin of the Building Department asked for conl3rmation that the attached plan is in conformance with the zoning approval. A cross section shows the gutter encroaching on the 5' building setback by a foot and the front wall of the garage is approximately 12'in height. Turner, 16162 450 SEVENTH AVENUE, SUITE 1907 • NEW YORK, N.Y. • 10123 PHONE: (212) 594-0840 • FAX: (212) 594-1530 DAVID TURNER ARCHITECT, P. C . 10-29-13 Patricia Conklin Plans Examiner Department of Buildings Town of Southold, New York Re: 640 West Shore Drive, Reydon Shores Dear Ms. Conklin Attached are two checks: C"O $2,308.80 for the house demo and reconstruction $378 for the garage, ' s-1/4/_ I understand that you will also need the LIPA disconnect letter which I understand will be issued shortly and I will fax to your office upon receipt. S.► avid Turner RA 16162 450 SEVENTH AVENUE, SUITE 1907 • NEW YORK, N.Y. • 10123 PHONE: (212) 594-0840 • FAX: (212) 594-1530 t onO- -po wme aup�ortb LIPA 175 E.Old Country Road Hicksville,NY 11801 November 12, 2013 David Turner 640 W Shore Dr Southold, NY 11971 ELECTRIC DISCONNECT--T101544189 ADDRESS: 640 W Shore Drive, Southold Dear Mr. Turner; This letter is to advise you that the ELECTRIC services to the above referenced premise have been disconnected &installed on an H-frame for construction purposes. In accordance with the New York State General Business Law Chapter 818, Industrial Code Rule 53, please inform the demolition contractor to notify the • Utility One Call Center at 1-800-272-4480, 2 to 10 days prior to starting work. If you have any questions regarding the electric service. please call our Customer Order Fulfillment Office at(518)545-4082. Very truly you � Ibmi Carolyn Mackin. Manager Customer Order Fulfillment CM/nww DAVID TURNER ARCHITECT, P. C . 2-17-14 Michael J. Verity Chief Building Inspector Department of Buildings RE— CEP4E Town of Southold, New York 11971 FEB 2014 \d J i Re: 640 West Shore Drive, Rcydon Shores BLDG DEPT TOWN OF FOOTHOLD By E-mail& Fax (631) 765-9502 REQUEST FOR INITIAL FOUNDATION INSPECTION Dear Mr. Verity The foundation for the residence has been poured and is ready for inspection. Attached please find the current foundation survey. After this inspection we will waterproof only the portion of the new foundation that forms the north portion of the cellar (facing Southold Bay). The other new foundation is for slab on grade construction and will not need to be water proofed. After waterproofing the foundation (where required) 1 will call for another inspection. Only after the waterproofing inspection can I install the drywell between the garage and house, backfill the foundation at the house and then finally excavate and pour the garage foundation. All of this requires an additional inspection for the garage. I d.o not know if this will be an issue with the City or if there is an additional fee. If you need additional information, please feel free to call me at (212) 594-0840. My cell is (917) 916-9451. agog Li— • `PO (A-t4d)' int l Cc6 gl !i avid Turner 450 SEVENTH AVENUE, SUITE 1907 • NEW YORK, N.X. • 10123 PHONE: (212) 594-0840 • FAX: (212) 594-1530 pfS0(/Ty® Town Hall AnnexA Telephone(631)765-1802 54375 Main Road C Fax(631)765-9502 P.O.Box 1179 ®l iQ��t Southold,NY 11971-0959 COUMO; l° .. BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: David & Natalie Turner 343 W. 22nd Street, Apt. #1 New York, New York 10011 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 640 W. Shore Drive, Southold TAX MAP NUMBER: 1000-80-1-47.1 Pursuant to Section 144-13 (3) of the Town of Southold, New York, you are hereby notified to immediately suspend all work and building activities until this order has been rescinded. BASIS OF STOP WORK ORDER: Foundation location survey not approved. Foundation does not meet required setbacks. Building Permit#38457. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When the Zoning Board of Appeals has granted approval for the foundation. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE, IMPRISONMENT OR BOTH. DATE: February 20, 2014 Gary J. Fish Building Inspector IT SHALL BE UNLAWFUL TO REMOVE THIS NOTICE WITHOUT WRITTEN CONSENT OF THE ISSUING AGENCY. ° I DAVID TURNER ARCHITECT P. C . 2-24-14 Leslie Weisman Zoning Board Town of Southold ZBA # 6658 640 West Shore Drive (Reydon Shores) Dear Ms. Weisman I have not yet received in the mail the answer from the zoning office to my earlier letter (that I spoke to someone about on Friday), but since I understand that the zoning board was not positive about my request and in the interest of expeditiously resolving the issue of the setback of the house from the bulkhead I would like to modify the foundation to comply with the existing zoning approval rather than go through a lengthy amendment or appeal process with an uncertain outcome. I am willing to set back the foundation wall 8" further away from the existing bulkhead matching the 58'-4" (or the 54.4') in the approved site plan. Although NW corner would comply as shown in the approved plan, the NE corner would sit 57.3' away from the existing bulkhead, about 1.1' into the setback. Only a thin triangular sliver would protrude as per the attached drawing. Although it will be very costly for this modification I can live with the loss of 8" to the main room in the house, I believe that I should not have to bring both corners within the 58.4' setback for the following reasons: 1). The approved plan only shows the dimension on the NW corner and not on both corners. 2). The existing bulkhead both is heavily deteriorated & is neither parallel to the house nor square to any of the property lines which is apparent in the surveys. This was never discussed. 3). The existing bulkhead is not straight but weaves in and out as per the attached photo. This was never discussed. Continued on the following page 450 SEVENTH AVENUE, SUITE 1907 • NEW YORK, N.Y. • 10123 PHONE: (212) 594-0840 • FAX: (212) 594-1530 1 —2— February 24,2014 4). The new bulkhead will be straight and the lot will probably gain 6 to 9 inches. 5). As per my earlier letter I was under the impression that I had zoning approval to construct the new house over the existing footprint as long as I did not protrude any closer to the bulkhead. I limited the extension to the street side of the existing structure. At the hearing there was an aerial photo projected on a screen and there was a discussion of the proximity of the existinghouse to the water and the fact that within 3 properties to each side of P P the subject property some of the houses sat as close or closer to the bulkhead. 6). Further at the hearing I explained how the existing two story house (with cellar) was being replaced by a one story structure (with cellar) and the bulkier 2 story extension (slab on grade with no cellar) was being constructed on the street side. 7). In all of my submissions I always showed demolition of the house down to its foundation which would remain and be a part of the new house foundation (it is easily distinguished from the newly poured concrete). The waterside 10' of the house sat on a frame support and we poured a new foundation wall there. 8). If I had been aware that the setback dimension (which I understood as just an arbitrary number) would have such an overriding impact I would have investigated the conditions between the house and the bulkhead more precisely. Following up if there is any other remedial course of action that I can take rather then modify the already construed foundation wall I would like to consider it. igar D avid Turner RA 16162 DAVID TURNER ARCHITECT, P. C . - 4-8-14 Michael J. Verity Chief Building I,nspector D Department of Buildings Town of Southold, New York 11971 APR 9 2014 Re: 640 West Shore D1ivc, Reydon Shores BLDG DEPT TOWN OF SOUTHOLD By E-mail & Fax (631) 765-9502 REQUEST FOR FOUNDATION INSPECTION Dear Mr. Verity The foundation for both the residence and unattached garage has been poured and is ready for. inspection. Attached please Find the current foundation survey. We modified the portion of the foundation facing the water to bring it: back in 8" as per Zoning Board and Board of Trustees approval. If you need additional information, please feel free to call me at (212) 594-0840. My cell is (917) 916-9451. / /avid Turner RA 16162 450 SEVENTH AVENUE, SUITE 1907 • NEW YORK, N.Y. • 10123 PHONE: (212) 594-0840 • PAX: (212) 594-1530 DAVID TURNER ARCHITECT, P. C . 3-3-14 Michael J. VerityECE VED Chief Building Inspector Department of Buildings JU g MAR 4 2014 Town of Southold, New York 11971 BLDG DEPT Re: 640 West Shore Drive, Reydon Shores TOWN OF SOUTHOLD By E-mail & Fax (631) 765-9502 Dear Mr. Verity I will be modifying the foundation wall facing the bulkhead by moving it 8" landward as per. Zoning Board approval once the Board of Trustees amends the waterfront permit on 3-19-14. This is the only section of, foundation that will be waterproofed In order to proceed with the garage foundation I would need to install the easterly dry-well and backfill the already poured foundation. Could I possibly have that portion of the foundation that will not be modified inspected so that I can backfill next week when the weather starts to warm,up. If you need additional information, please feel free to call me at (212) 594-0840. My cell is (917) 916-9451. air avid Turner RA 16162 450 SEVENTH AVENUE, SUITE 1907 • NEW YORE, N.Y. • 10123 PHONE: (212) 594-0840 • FAX (212) 594-1530 III I .`®f S®U1: 'le Town Hall Annex tl ~® l0 : Telephone(631)765-1802 54375 Main Road ` * * z Fax(631)765-9502 P.O.Box 1179 : G1 Southold,NY 11971-0959 ® l�COUNT1 \\V-I/ ���.. *'I April 26, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD David Turner 343 W 22nd St Apt 1 New York NY 10011 Re: 640 West Shore Dr,Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. Af-- � Final Health Department Appro . 1 Ree___Of Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 38457/38458 — New Dwelling and Garage , 2015WATER LINE W8 YVALL I aG BULKHEAD NEW BULKHEAD ALL 60.15' SOLDIER PILE SOLDIER PILE TO BE 60.15' REMOVED _ I. - I THE INITIAL IO' AT THE I ''s•=-.„..,.......„,:-------„......_ _ '�_- - �`�----- TOP OF THE EMBANKMENT = ------ - �,���" --- - _ r-y SHALL BE PL NTED WITH �� � ' =ii ;moil///Ti//////i �'�```,- v ; INDIGENOUS PLANTS IN �/ '�� '''''-:`,.\ J �� /� 24 CUBIC YARD OF �`� { GOORDINATIO WITH THE - �'��� Ii / CLEAN SAND F LLr , I TOWN OF SOU HOLD CO 1` /�I I \\e \\I-........y ; 60 6P2 0 I101 .... U iNEIN WOOD STEPS A IP --- EXISTING \--„_,------ ._, RAILING I I , ....„-- SACK STAIRS JUN 1 8 2013 _ TO BE I 9 r---- 1`.„.....----- DE. 'SHED B%h -0 IVW f I-IL's" mm........ -.-r, el I J _ ` ti f l': I% DEMOLISH Z, EXISTAMEING I '1-1 _ I 1 FRSIDEEXISTING ENTRANG RESIDENCE W STAIRS TO from ZBA I _ RECONSTRUCT 4 I i DOWN TO , 6, BE Bldg Dept copy ents L, ENLARGE FOUNDATION 4' DEMOLISHED Final reviewed doc NEW EXISTING ONE I I 1 ZBA File# 3 DRYWELL I FAMILY I ! I Date: , / /.� - RESIDENCE I �' ✓ II' NEV I I II I , ' DRYWELL O �;--7-77------- _----_. _---- -----.2= OI EXISTING — — 14' O r .% � , GARAGE TO B I li _11 c__-__ _, le g in �� DEMOLISHED o DAVID TURNER ARCHITECT, P.C. ' ' ` I _o- 450 SEVENTH AVENUE, SUITE 1907, NEW YORK, N.Y. 10123 '1_1 I } (212)594-0840 FAX(212)594-1530 m (;) _ r — EXISTING y SHED TO BE I PROJECT Oo°o°o°o°o°o°Q V ' 6 ' I DEMOLISHED 0°0°0°0°0°0°0 0 GARAGE , 640 WEST SHORE DRIVE I .40 o°o°000°0000000 00000°000000° 0 `.V. I 0000000000000ozi. ,- I . Z-. I SOUTHOLD, N.Y. I o°0°0°0°06 I ' °°°°°°°°0 ° 7 °°°°°°°° 8 CR; `':_;. f SHEET - 000x°00000 0I Oc °0000bo°gg.0°°�°' I SITE PLAN I ocKTANKI , BULKHEAD AND RESIDENCE Oci .' II i E.TREE o00 •-_ 5577EPTIG TO BE 0 0 °o°o° felDEMOLISH 011 °°o°o°� SEAL AND Si .A__•,_:-- .'E 00000- :o °°° %;,:. -... i y-� DATE 0611-13 0000000 .. Ir v'�4 �ir PROJECT No. °00°0°00 �• -/.- /�,� /.t� � �'�fr�./R., I o000000� ... bi ®W \\ DRAWING BY 0°0°0 I I X41, ���*� �i M.A.I. I go °0000000a i / j ,b.e -c CHK BY. o ° o 0 ar ° —�-- — I I I "_ — _ I I; 1 �� . DWG No 60.04 — _ l '1'-, LEACHING FOOLS 60.04' i'- '. ''y. S 1 0 0 , 00 0 O �; NEST SHORE DRIVE kNEST SHORE DRIVE �, 15' 25' �q� ��• 1C96�-lC'�` f/ %////// //%//////////l ®_F l�I - CAD FILE No' I 1 OF 3 PROPOSED SITE PLAN - EXISTING SITE PLAN 2015 HIGH WATER 111,EEX^STING BULKHEAD -`� NEW BULKHEAD WALL L WALL t • .__ - 60.15• SOLDIER PILE 6015' SOREM IOVED TO BE , ________ FINAL MAP- ......__b i _— ---- '_ix �� __-__..a..._a_..o_..._o ...__..n._...a - a_I E�EVIED BY ZDA --- - ---- _R:-..._- _ _---__- -, -,; : _ ---------- -, SEE DECISIONS�65�` ` G/i% ---- ` - -- "s, _--- !- DATED 6 )a o / lb 10'AT THE I -"\„ -_ Er ���+�-ice' `1��.._- ._ -_-f�J ""`r.• E•'IBANKMENT c-^ �/ \ --_ I =� 'CANTED WITH ..,4,:f5.•zi;//!/i >PLANTS IN - /� i TION WITH THE ; .7 7 \ 24 us*YARN OF I cT-______ ` .', � _� OUTHO� �� ,/� GLEAN SAND F LL ..1 i I itlf, i _ NEW ,k S I , _! ilei RECEIVED - - RAILINEV s I 1I' :7 _ ; - T"EIA'GK 9TMRs JUN 1 3 2013 .ti TO BE 1 sr�D ' � - , BOARD OFApputS I , II� . :. 11 I 4 > 1 1 r/'::SHf II I XISTING I EXISTING _ • I �- F,IDEN WIDEAIR4 TO ..�' RESIGENGE RECONSTRUCT! 1 I •_a' DOWN TD BE NEW I L EXISTING ONE ENLARGE •�� I I FOUNDATION Le: DEMOLISHED DRYY'ELL 1 FAMILY i IM, / J -- RESIDENCE 1 I _i O , % 'DRYWELL RR 4 i ' I n � I GARAGE TO 15 , I 1 . I N °I I °LI ° I o DAVID TURNER ARCHITECT r ' I L J ,ff 450 SEVENTH AVENUE,SUITE 1907,NEW YORK,N.Y.1 212)594-0840 FAX(212)594-1530 y V y V V m r l EXISTING I ,� SHED TO BE I PROJECT �o�°o°o"'oo'o� 'V'GARAGE (f '�5-O I 4 DEMOLISHED 1 g�g egego eg• 0M 0;000000 �L-- 640 WEST SHORE DRIVE I aoao I I 1 oo>°ogogo In :,-.1----;;I\ SOUTHOLD, N.Y. I x00000008 ' GI - ( a ) 1 os°0000SgI "v.;J SHEET i °0:°64'-' ; ' I SITE PLAN :P.. ' I I n BULKHEAD AND RESIDENC I oo ' I �' I E TREE I TO BE , � le DEMOLISH I I ( I /� SEAL AND • • t RE'\ �`. DATE. thf.og:::!!: o% 1 . , I (.., 4��,, \PROJECT No: I 8000g%� �, I I 1 �`?'� • HTUR/v\ln I fig::g°: I y NV DRAWING BY: 0000 x - 1 U . ". _. 7 CHxBY 0 00o°e0 1 f ��..a-c._`y_ ' I I I I 11111,;• *. DWG No 6004' _ -_-�--- --` `•• [ -� Le�cw,u POOLS 60.04' 4` r j1 .'I C,4 ^ w O 0■ WEST SHORE DRIVE WEST SHORE DRIVE r y/ J I I 5' 15' 25' ..:'4j-A. 04 PROPOSED SITE PLAN 7���i1111 ��� OF t" GAD FILE No. t�iiiiaiiaii� EXISTING SITE PLAN I' 4'---� :< rr,- NI g INSTALLATION OF OlSt1ZAS _.5._ J GUTTERTO IN NI? 4'-'0 / PROPERTY LINE r/ T .... ..\\i�\ �•,',,k/>//\_,,V•\%/\,,\A \j\//)\• \`j/\\j/\`/ /\jf\j/ /\�j�0.�/ j\`j(j` -• 6RAJOE ••' /•���.s\>\\/\\/\\\/i\%\\/i\\%\\%i\\%\\\%\\%�\"\,. \\%\\`.,<&\\,.i� f ,.i /O`!/\\'7/i`/\/*,E.L) EV. O.C�O 3.4..,..\/\.,( \SZI:1'1,.0 \<4::''' \ ,y t;\ '�,�;,A' /RECEI v . �,.=. ''�4� a,_�.`N \,P RPOSEn S1=c+_1P z 6ON A-A SE ,,.•;,r (4%;.... ...y?',; ;7 SGAL:E: 9/(6°.ILO" - X ., 313 ' '". ;L .fs=�, �►L ' BOARD n, pr i: ;if,,,,01). .1c kip ,App ALS 71P,x 4, ����2.�0 ' �� - OF N ` - .ii F200 4 -t . ( . ..1- I. ' 1. .- j 1 7 ' 1 r j ?. \ 11 1-2' i / i _ , --,/ cARAcE 9 io J 7 ,..„,„„...„4„.„,./ /., ;, / , � 4,..,...4k.‘,400,,&:" .� i/ . /. /7 " _�EL.EV. I.OD GRADir i I ,-.. ,-,/,<, y4 .>.0,„-\� i� \ y\}��,\z /• /r` �,i /\\ '�', . 0.00 . � /\ *. SECTIONSQ°�"13 I� AFFROY SECTION .r:, Noma I 5GALtI $/16")I'-o" PIRGSGT 640 WEST SHORE DRIVE o• MA, moo SOUTHOLD,N.Y. r"-E DAVID 11111N1111 A1 .C1uIrrECT, P.C. 450 SEVENTH AVENUE,SUITE 1907,NEW YORK,NY 10123 (212)694.6340 i SOUTHOLD BAY 60.15' fj r f '-'7 ' ,?.// ;%':WM;// /0" ';/,/%,''''zf''', /,';;;729;0,' .0,,Ogff.< t �I — YfJlam,► /II --- EXISTING BULKHEAD o 1 i FI IAL MAP I REVIEWED BY ZBA ..,--------- SEE f ECIS ON # �i/ r I �: DATEfl I in I �- -, - . cis 1 I 1 1 3I.a^-------------- ------------ 10.11 >,;; r� ��� 'i 1nTOFPX 1 l __ -.-.-.--^ �_.--..------- �'' _Ji,v�-q�c:r.•l•;��i�f',%�':���`''C!.:''�:%�!��,''.;:` '� �r,'{.r�s.':7 f;:......v ..0 1 I r--I^ 1 1 I I PORTION OF WALL THAT !'[ILL BE j 1 12" i I EXTENDED BEYOND THE SETBACK LINE III f I 1 1211 ` j I t 1 i j l 1 _ i 1 1 , 4.2l. ..;St=7 % 1 1 i f E`Ei _1 �{���. .� � 1 it � ! 6.;/:' .,,,_ ..,,- 4) I 1 fig,44 - 1- r______r4-._._ .�� LJ l�; BAR 20141-1 L_________ _____j _. i 1,. . .,.,_. ' KO )EPT ��'-� - TOWN1OF 'UTHOLD i zwre SHEET IttirI l) TURNER. AR 1 H IT 1! T, P. o nw. YTER FRONT SETBACK. DETAIL15Gm os. 2a-14 644 WEST SHORE DRIVE =450 SEVENTH AVENUE, SUITE 1907__ NEIN OT YORK, NY 10123 (212) 594-0840 . NTO WALE SOUTHOLD,N.Y. V 1 • 1 _ 2O HMI Y A7ER LINE I i • i I —- `' L. V-1 -- ZONE R-40 DISTRICT w......... wnnnwunwnumnnunnwwi TAX MAP 1000-050.00-01.00-04 1.001 \J ��.1�.—�J, w �VllJ�l�lwiuiuu i �� PLOTS 6,'T 4 THE EASTERLY 10' OF PLOT S IN .- I I rix = BLOCK 5, ENTITLED "MAP OF REYDON SHORES, [ir I INC., BAYVIEW, L.I., N.Y., IN THE TOWN OF I SOUTHOLD, SUFFOLK COUNTY, N.Y." AS MAP 651 in r- n (,--.1, IL. • `' I I ...,.._ 411- ,, \il t���`� I !RECEIVED 4,7 lI I "'7, 1 FEB 12 2015 I RECONSTRUCT 4 I I 111'111 10' I, ENLARGE EXISTING "' ZONING BOARD OF APPEALS ONE FAMILY ' I RESIDENCE 10-0 OGLE FAMILY , - 8 � L x AREA OF WORK I I , �I 1 i minium - Bldg Deeptpt copy from ZBA I Final reviewgd$l0 m nts ZBA File# (Did Date: `-/! / ._. _-.__..t7 14' _ III —I 1 DAVID TURNER ARCHITECT P.C. � .z-r- ' /� I 7 450 SEVENTH AVENUE, SUITE 1907, NEW YORK,N.Y 10123 �v-�-L� / I HVAC "�" (212)594 0840 FAX(212)594-1530 ` I I /UNITS < < t 1741 t i ,, I trJ PROJECT < °"GTE'' = 640 WEST SHORE DRIVE > PAVING _ /, Y�ST SHORE DRIVE �_r iSOUTHOLD, N.Y. i - I 1 I SHEET 1 j' GARAGE 5, PROPOSED WOOD DECK I NEW CRUSHED =.1_01 I SEAL AND^.G_NA RE DATE r;7< �- 11-25-14(REV.2-9-15) STONE DRIVEWAY !� r, \ PROJECT No. KEY FLAN �•"� -,;:,t-I:: 2; ' '�=\ DRAWING BY: - - �—��l _ /,u,":-`.\, .y --1'`2,, . M.A.I. v `�� N NOT TO SCALE ; ':;J , 4'{ , CHK BY: ' • `,I • ti `,,,N=„1 ',i` } 1. DWG No: •[ ) 1 I �/ . 1NOOI7 D�GKLN Lr 'L r A- 1 00 . 00 / SCALE 3/32" = I'-O" �•''pr 1rN- - �` CAD FILE No: \p 1 OF 2 I- 7 47' ELEV. + 55.5' pin ril ,... „ , 1],,_ - I -i ., „°. \ / \ / \ / \ / 2nd FL. \ ELEV. + 215 \\ SIDING FINISH - / ( SID NG FINISH / / \ I / dig&ept copy from ZBA 1st FL. ;r/ FIf18i r vievye .documents - ELEV. +-21:5 = _ ---- - ---- - - - -- -- - ZBA a#(oa,SC ,' . y \ �� adtC,.-P / rid-vr5 iNi \i Na � \ / -F \ / . _�^ I - -- 1st FL. - - ELEV. + 11.5 . 14EST ELEVATION SCALE 5/16" = I'-O" I DAVID TURNER ARCHITECT, P.C. 1 I I 450 SEVENTH AVENUE, SUITE 1907, NEW YORK,N.Y. 10123 _______ T. (212)594-0840 FAX(212)594-1530 I"WOOD DECK P N PROJECT x BASE 'IM m o ' } J 640 WEST SHORE DRIVE METAL F • INS ------ -------- ------ SOUTHOLD, N.Y. r 1.1 2°x6"JOI-T®24"O.G. 1I' -t - fn - I NEW 3"xb" BOLTED ' SHEET 2-2"xIO" .74- -r-I' I 4°POST I I SIDE ELEVATION & TO WALL WITH 1/2" DIA. = 1— BOLTS @ 24" O.G. 12"SONO WITH CONCRETE I FRAMING P LAN (5,500 PSI) I / T-"'� SEAL AND SIGNATURE r i\/\/\/\/\/\/ \ \ \ \ \ �_,_>-• DATE 11-25-14 / rrrrr, -�r / / / / � �j 1 "` -r, - .,,, PROJECT No: in I ��) _ DRAWING BY. \'\\ \\ \\ \ \\ \\ \\ \\ \\ 1 �5 ‘'. (e)-1!.;,:4,, ' M.A.I. \/�j\ \� \ \ \\/ \/ I (P' ,II",,,-/ �/ z `� /� CHK BY /\11.4 \ \ \//� ci ! ' II II / /�/ ,r,? I DWG No SGT I ON ���\\/�\\��\\ ' ,�- j //�� - 0 0 NOT TO SCALE FRAMING FLAN �t R'O 1�2 �t-•f I-i 1 ® 1 . SCALE 5/16" = I'-0" re -�0g.gF =,` � A}�11'ri/ CAD FILE No: I 2 OF 2 -Survey of Lots " 6, 7 and part of lot 8 we -Map of Reydon Shores, Inc. s Map # 631 Filed July 2, 1931 `SOC/ SCT# 1000-80-1-47.1 /'�\- fj i\ • Town: Southold / o;;;,p/,�, 0/41 Suffolk County, NY / 6�� '6 o Datum: NAVD'88 S% 4 Surveyed: 02-14-13 tea,: ED / mor: y �� tkrommemeemmi \ / ' /' .meq ;`;; • / / //' , .� A -_-` - i / ` eS/°e // ' p Oci / / ' • / / / �� /1 / / ,, 30#. / // / /R 4 9� / , ,.,... / .0 '// // 9 k�„ a // , A , ....„..., ..,,. .. - /&°, /1 '. „„ / / , _, .., , , , ,, ,, .,__ / .�� / , ./. / ; icy / 5?� /� / % ___ / o% / �, ( / /�'7 / / / � / g ; / / / 0 ��, A....-z-,,,,,,r,. . , / /a, , / . �/ / / / �_ oca / / / / Cs ..c n 7 / cru `` / // OD / 4/4 / '- fir` -44 }Q o/ ra / \� / kdiv -,',•l /4 f "�. •Q,.� Fac �cu� / /'u :" ��� 7. f'i`r \ �/ ' 4 der-..I 4 i � , 'Unauthorized alteration or addition to a surveyG/ • C fl\,�; �r , �, o a .. ,,. map bearing a licensed land surveyor's seal Is a Q Ftiry , _ violation oF section 1209,sub-division 2,oF the C� = . f - c New York State Education Law" - "Only copies From the original of this survey morked with an original of the land surveyor's stamped seal shall be considered to be valid true copies" "Certifications Indicated hereon signify that this ROBERT H. FOX survey was prepared in accordance with the ex- isting code of Practice For Land Surveys adopted NYS PLS#50197 by the New York State Association oF Professional P ® ®oX#366 Land Surveyors. Said certifications shall run only to the person for whom the survey is prepared, and on his behalf to the title company,governmen- tal agency and lending institution listed hereon,and Aquebogue to the assignees of the lending Institution. Certifica- tions are not transferable to additional institutions Survey of Lots 6, 7 and part of lot 8 W -E Map of Reydon Shores, Inc. S s Map # 631 Filed July 2, 1931 o SCT# 1000-80-1-47.1 �O q ci t�7 Town: Southold %%Li �qr/ „C: Suffolk County, NY /Surveyed: 02-14-13 S'0-, / � 6 �' Amended: 11-30-13 e/ / Q/6.,410: �y 02-14-14, 02-19-14 / \;.• 04-08-14 / / , 7`c; 30' / c / ',, , /qg `: / a i /4,/. / / qq / / • /� Oca'', s/o p / /. , 7 ' / $.C' pe % 1)// / 01 / •t6�, cry a, , / l , e,Q Etc-c-- 10 / ry o _�"U _ / `no / / / ��t O4.6 / Y C h / sA. // / X1�r a Ro trete' q 4' // _o / cD // �� S4, gatipn • j / • /�y'' ,�N / // / / // �� F7•_�` / 4 / - / 5 / 4. r SIE D �' / / / cCIa /3 / I / �' ,co o c /� " // / �e' ryfir ° / // APR 9 2014 ,/ `/ (Cr / oca// e`/ S?, ° / BLDG DEPT. TOWN OF SOUTHOLD 1 / NT N ;/ `� 40 / 60(9)/° ;oma / t // a `eNEW ,., fi/ e.St / ''rl �4; ". 'I:: r ..i' �.Shote �i-0 lJJf,, oma ®� ��'Unauthorized alteration or addition to a survey �/ YCmap bearing a licensed land surveyor's seal is a (�'violation of section 1209,sub-division 2,of the \`'�u % �� New York State Education Law" " S, "Only copies From the original of this survey marked with an original of the land surveyor's stamped _ seal shall be considered to be valid true copies" "Certifications indicated hereon signify that this ROBERT H. FOX survey was prepared in accordance with the ex- isting Code of Practice For Land Surveys adopted NYS PLS#50197 ' by the New York State Association of Professional Land Surveyors Said certifications shall run only to the person For whom the survey Is prepared, P 0 Box#366 and on his behalf to the title company,governmen- tal agency and lending institution listed hereon,and Aquebogue to the assignees of the lending institution. Certifica- tions are not transferable to additional institutions 1 — - -L -- N SURVEY SUFFOLK COUNTY DEPARTMENT OF HATH SERVICES if Lots # 6, 7 & p/O 8 "'PR®VAL®F CONSTRUCTED WORKP®R vv --•— E A SINGLE G�ANIILY RESIDENCE I� Map of Reydon Shores, Inc. Date APR 2 5 2018 i;.S.Ref.No 1)a-13_0°5-7 g Filed July 2, 1931 as # 631 - SCT# 1000-80-1-47.1 The sewage disposal and water supply facilities at this location have been Town: Southold Inspected and/or certified by this Department or other agencies and found to Suffolk County, NY be satisfactory FORA MAXINIU`.' ,e�F if . BEDROOMS. Final Survey: 03-12-16 t�'o - _ Amended: 04-12-16 Walter J.Hilbert,P. ., i lei, Office of Wastewater Management20' Septic Measurements SCDHS R-10-13-0037 6�/,� 80 A B e9a S� o h ST 13' 23' �$�� ' 0 /` tity, ®Ze LP 1 21 ' 15' � tv��/kh 'ec,' L� LP2 27' 32' / \c,,,c, 7 ' / ,&.,,,,*- -,.., ' / / / / S�eas' . q0,/ k $ :4zI .4.T/'• er/ / , S4 04a / / / �•4P 11 01••• •••• •� F° a. / )•jif•••••i ,, / / f/ �•� ! ,�� ��, �• / �� 4 /-., ' ;,),... ,SCr: 46 3 ' / / Q6• /:�/• //'° , qtrAmtanw / og, .,..If / ® is / d / "S /. /` 3$ li / / ICI ii 'LIP / At la / 9. >.s, / m /4 0 qh •Q, -.I, ii, / lit / o.cu / Ag.s v / / / / u 11 * 7�'7 � ® / / ' , / V ^�`^R) 11 / 1 iWP CO� / s.,5) /IV . / / � / / / 6°J 047 S?'/3' / , , Q / / ` co• Y/ C / � /V1 V. / °a / � os /°F O. k / ST Sef° a ' k ° / ti A / / / ` /, * 3, / / /o n, • / / kp i'' v / ® � oma / p� v �St. /3 , / 0/-0 b 1% °r' . NOTE k Fcsa Setbacks shown to foundation b ��C II - "Unauthorized alteration or addition to a survey s4`��+ rF ^� �" map bearing a licensed land surveyor's seal Is a � ® (pq / r violation of section-1209,sub-division 2,of the p a 'i �� l�i New York State Education Law" P Cyd �; "Only copies from the original of this survey marked1,/a"!„ with an original of the land surveyor's stamped F''l ( l ?, seal shall be considered to be valid true copies' if i tii' ' '�� � � "Certifications indicated hereon signify that this ,w 1• o survey was red in accordance with the ex- ROBERT H. FOX ., E c 4,., az Isting Code ofPractice for Land Surveys adopted 1 ��® a�� �F►�•� �•• y by the New York State Association of Professional NYS PLS#50197 's V:V# ° �° Ce r,°^�d L�O�d� R�JpC Land Surveyors Sold certifications shall run only 'i 'a g � � ^;�#�8� rh^ n X74 dt EE Eto the person for whom the survey is prepared® [ tea�aU+4 ��•- 9 K'^� pnpq and on his behalf to the title compan governmen P 0 Box#366 ��p��° �� p._w. &e BEd"J�yl P;� d �° tai agency and lending institution listed hereon,and Aquebogue. N Y 11931 , , CAN to the assignees of the lending Institution GertlFica- •�. =3� tions are not transferable to additional Institutions AC - TURD001 OP ID:AG CERTIFICATE OF LIABILITY INSURANCE DATE(MMIbnr1YYY) 10/1612013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS No RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the pol)cy(Ies)must be endorsed, If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Phone:212-227-5444 CONTACT KINGSBROOK BROKERAGE SVC. Nnlwe: 32 BROADWAY,SUITE 214 Fax:212-233.3950-(NC N_E EA; – FAX NEW YORK,NY 10004 E-MAA - L,Neh KIngsbrook Brokerage Svc.Inc. ADDRESS_ - -• _ INSURER(S)AFFORDING COVERAGE _ NAIC A INSURER A I E99ex Insurance Co, INSURED -David Turner - - - - _ 450 Seventh Avenue,Suite 1907 INSURER B New York,NY 10123 INSURER C I INSURER D: _ INSURER E: _ INSURER F, ----- COVERAGES COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IL R TYPB OF INSURANCE A661.-3'UER POLICY NUMBER (MM DiV IMMIq lYYYYI 1 LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY 3DF3060 1011612013 10/1612014 PREMIE-73-REESfflo CCurrence) S 100,000 •�OLAIM8-MADE OCCUR MGD EXP(any one Decay!) A 5,000 1,000,000 PERSONAL&AIN INJURY $ GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ EXCLUDED POLICY j 5coq X LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE UMI I) (ER accident) _$ — ANY AUTO BODILY INJURY(Per Demon/ $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Par acddant) HIRED AUTOS N�OSWNED PROPER 15AMANON-O (21E (Per etcldtml) _... A UMBRELLA LIAB H OCCUR EACH OCCURRENCE, \, $ EXCESS L—IAI3 C�MS,M�F AGGREGATE $ MDI RETENTION$ — $ •- WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y l N TH- CRY�j TAU•S 0ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L,EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N!A __ (Mendetery In NH) F.,I.,DISEASE•EA EMPLOYEE $ If yyeese,,describe',Mar DESCRI s ION OF OPERATI•NS baldw EL.DISEASE•POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,AddIllonnl Remgrke Schedule,If more opera la roqulrad) REGARDING RENOVATION OF 1 FAMILY HONE LOCATED AT 640 WEST SHORE DRIVE. SOUTHOLD pry 11971 CERTIFICATE HOLDER CANCELLATION TOWNOFS SHOULD ANY OF THE ABOVE DESCRIRBD POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN TOWN OF SOUTHOLD ACCORDANCE WH TH I? E POLICY PROVISIONS, SOUTHOLb,NY 11971 - AUTHORIZED REPNB$NNTATIVE alk —.—i---______ – .P ®1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD I I �� 1 2019 H16X HATER LINE 6 vSL-6 7 • 1I 1 L.(' �—� � ``—�-- ZONE R-40 DISTRICT \.�-,�\ - ' .mounlmlminlminlnlmllnmllmmmllnllmmlminmmnllmnnnlnllnnm Ilan, TAX MAP 1000-060.00-01.00-04'1.001 NMI I PLOTS 6,1 8 THE EASTERLY 10' OF PLOT 8 IN I I I BLOCK B, ENTITLED "MAP OF REYDON SHORES, leau l INC., BAYYIEW, L.I., N.Y., IN THE TOWN OF I SOUTHOLD, SUFFOLK COUNTY, N.Y." AS MAP 631 LA, r i1-s.1 • Ill 10 I Iu� cry / rWI,jAci ib0-'1.4 i.,„'' t, e' . % l,l�`j ' ;'- No_..„p �€ti ''j:=,,,' = • if. I ,1111:7 \I _ - -� I I RECONSTRUCT 8 I I F-7.-,----,- —; __ I • I �, [ 10 1 ENLARGE EXISTING .Mr I ` \_; �,�r`_ \\,, ONE FAMILY �10-0 OGLE FAMIL $ I -,`�5r I`\L":.) I RES I RESIDENCE \\\ ;',I APR - 3 2015 11, AREA OF WORK I l'''. i 1--------7-7—; ,, pr ' \ 141 _ III I DAVID TURNER ARCHITECT, P.C. I ^V. L h HVAC I • 450 SEVENTH 12)94-840 SUITE FAX1907, NEW(212)594-1530YORK,N.Y. 10123 <� •, I JJ /UNITS i % I -fl I - — PROJECT 0.04 ‘11. < °"c' = 640 WEST SHORE DRIVE PAVING = NEST SHORE 1,.,�� 0I� SOUTHOLD, N.Y. I I SHEET GARAGE 5' PROPOSED WOOD DECK ' I NEW CRUSHED I SEAL AND SIGNATURE DATE. 11-25-14(REV.2-9-15) ]STONE DRIVEWAY O _ ' a „ PROJECT No. KEY FLAN7.,5-- ��. = � C--1,/--) – V ' `--- ki ,--.,-;_-,x," ,� DRAWING BY r y `^\ ,sf, ',.: ri- � � � M.A. . <- N NOT TO SCALE z.(., , , BY: 1 i ` �. ' __,,' ,TWG No VI, r, /,j WOOD DECK FLAN � I A- 100 . 00 cc_SCALE 5/52" = I'—O” pi D. A►o.'ke‘ ! / ,c' -, F 00*E<>l/ CAD FILE No: 1 OF 2 Q ELEV. + 55.5' Irl / •\ 717 ._ , ---,- ____ __ _ _ a.,r,n-- U. ' :N I \ / \ / \" / \ / tt I \ — — d FL. \ ELEV.2n + 27 .5 — SIDING FINISH — —] 517NG FIN 5Fi I - / / P 1 1st FL. T_ .1m..... - — .......0 h.. — -...__L T� 1 V V \ '/ 111111 1 I +1st FL. ' \ - ELEV. + 1/.5 ___, P / \ WEST ELEVATION SCALE 5/16" = I'-O" I 1 DAVID TURNER ARCHITECT, P.C. 1 I _ t0 450 SEVENTH(212)AVENUE5940840,SUITEFAX 1907(212), NEW594 YORK1530 , N.Y. 10123 Tz? I°WOOD DECK _ z iiI PROJECT x BASE IM -' t iv 1 640 WEST SHORE DRIVE METAL FL•• INS -------- — — SOUTHOLD, N.Y. r- ;I 2"x6°JOI-T®24°O.G. 1 E- —int 2-2°x10° Ih - - - - I 71 NEw 3"x6"BOLTED ' 4°POST I tSHEET , SIDE ELEVATION & TO WALL WITH I/2"DIA. - (— BOLTS® 24" O.G. 12"SONO WITH CONCRETE I FRAMING P LAN (3,500 PSI) � /\/\\jj\\/\\,, °a /\\j\\j\\j\\j\\/< MAIM71'. ! /// ry . 4=0111111MM SEAL AICD Stai�JATIRE DATE: 11-25-14 ‘.L. j\j\\ \\ i I �:-: ;-*- r�6 "k.-:-:-'---,, PROJECT No r \\\\\\\\\\\\\ \\\\\\\\\\\\\\\2 r\ DRAWING BY. °a F, r C' M.A.I. \\� \ )/viS \ \\ \\ \\ \ Li,r r 3= ,.;'c ',*'\ CHK BY.\ I �\�\�\ Q'-58 tiI I I I / // //�// ::: �_` DWG No SECTION \\\\\/�\��\\� �, A- 1 0 1 NOT TO SCALE FRAMING PLAN A > • 00 SCALE 5/16" = 1'-0" I �� CAD FILE No: 20F2 S0 UTHOLD BAY; NEW BULKHEAD WALL ! 2013 HIGH WATER LINE :.;, - -= ________ - - i - -- -- -- 1 „,„ & SOLDIER PILES i %1= r, a \ I6` 18 ICO.I ® • ,�. ���. � \,,, ��' / ,I 6 — =rye „-,,,,,,,_ 0 ,_j Ma " --1__ SHIPS LADDER -I Pr ___--" v '` I /1 I / ; I Vii;; A , I IELEV. 7:71 ��,it i 1-1 - - -ECFV. 'f.'i' ` i � ,� zl� -id %��%/te /�/������i//�1//y� �,/// 5001-011.1___11P11. ////, =,. �� 1 Lir,-,---1_,, 500 -0 0 EDGE OF -- 10 s=_.. f--�=_ j , _.EMANKMENT - :, �I .._ NEW WOOD DECK \,,. ---�121_�II I , 01-:, w. '�,� %fL- •/ - t - I 11,1h -Y I6 •ss EDGE OF %1 /\ ---- - ---- I 12 -- --__ . 14 \ EMBANKMENT \�' `'• 1,„ ( NEST SHORE DRIVE THE INITIAL 10' AT THE / -' ;r�r;? y4. .:;�;c�_.yam• �F=�- ,:;vi - NEW WOOD STEPS /1 ` ,,1 -I1 �� WEST SHORE DRIVE TOP OF THE EMBANKMENL TPj ,9y :A.�i� •... Ct/i,y.. � RAILING �/� -%1 �� . - L�'it ru �+'' .�+;•:;4s,�i.......,,,, ....:0::•.1-:-,:.z.:-.;.• / 16 - , '.� W.r' SHALL BE PLANTED WITH "14 /' av i� -I\ Mr��� a ./ IS r .�� ' T1'T r x;14 INDIGENOUS PLANTS IN I - 0 0 -� ' 0 rri- COORDINATION WITH THE I ; - I Q' -- -Y _ ``k TOWN OF SOUTHOLD i �- o .` .. 0 , ' ' � �� :_i_ 141 LI0°411 /j I 30'• =yIr �� 4" DRAIN PIPE , , I ^v �� -�1 SW 6 .40,, 0 0 0 I9 NEWT • 1 Z -I1 ,` ,II' �:,ryi. s,6 q --,.'"- �\\.‘i,� DRYWELL ; ::e. =or I1 =y,lll ; 106---41: rn n c......... ,0 0 ,,,I, - I,* II; or 0 N..14 d 0 0 IoM 0 i i ' ; 'rte ---,, I— I , I \ °O. 0 -.`' ��� L -%,l I , � =11". ' LOOSE LAID TILE WITH s C\ -J I6 OPEN JOINTS FOR `` I,` `-,1 r,�/- ----------- ------__ PERMEABILITY �\- J, ® ='..''- air l. r" r— '1 ry�lr�i2 ' pM / <� 1 %1 ==/ II Cii O .1, Citi 0 I ,12 ' ! • I 1 �Ir Air '�' 00 1 , 4 ' e g 11 .,,, 1, 0 CELLAR EL +11.2 I a �� -10/r :�' sly: ip :=S„ ---'' ,. ,c---v, 1st FL NORTH EL +20.1d: , \/. .,, 1/1 =.;, r . 1111 0 "^N - 0 -o th 0 0 r �� 4-1,-' 1st 1st FL SOUTH EL + 17.5 1 'dry, , I I\ 1 I H- \ --or A.,y),, l .0 11111111, ' LOOSE LAID TILE WITH -1'�• , ,,' I : ' 1 RECONSTRUCT $ I OPEN JOINTS FOR -�� ' PERMEABILITY 10011 IA ENLARGE EXISTING I \' f41\N" j ;I6 ONE FAMILY �� -73 0 0 :0: O I ' I ' ; ; RESIDENCE 7r y 0�� I ' ; Al* �o /s0 ,\' /� �� • NEW I ; 1 Air I1 m0 0 c. 0 DRYWELL "''" (SEE DETAIL A-4) I I �I% ; I 1 I.' ® i I, _•�'` -/1' I1r , t tix �� I , rte. +e,il� 0I ii'\ / I : : : 00 o , 11 • O EXISTING BULKHEAD 1 HVAC-----. � �!< ^ _T R21- ; I �� WALL $ SOLDIER PILES , /UNITS TO BE REMOVED -� E���'. � I ,, _ rte• _ re! J 1 + I i .:...::.:.......:,..L''';:-.-,..:,. NEW � 0 �„(� �> i CONCRETE - UNITS L �� 60.15' '� 0,,,,,,N. �� <`If� �) PAVING - _ STORM WTR FLAN (SEE DETAIL A-4) SCALE I" = 60' l,1 _� 1 O 1 NOT® R �,,� ' ( � i 1 i .141 RIOT • .- I�.-.;....-... .,gym+..._"".•.. \ �.-�. `- --__ -- -,_ _J,. REMOTION OF EXISTING STORM RATER r' - I ` SITE IS OUTSIDE OF ALL FLOOD ZONES AS GARAGE l; �\ --� Ns./C.:7'7-'----Z= RUNOFF BY PROVISION OF 4 NEW DRYWELLS, 1 ,14' _ PER FEMA FIRM MAP 00 DRY SHALE AND FRENCH DRAIN AT THE PANEL 16'7 OF 1026 SUFFIX H ' ' �� — PATIO. `11)�' i ` ,� NEW CRUSHED ��\ ��\ r, /� _ MAP # 36103G0I6�H / `J I STONE DRIVEWAY ] ° `` �� ,J� STORM RATER GALCUL,4TION r' ; s EXISTING `I�L��It '-'4 e-:::2': 1 BACK STAIRS , `' I -I I � lr , z TO BE DEMOLISHED I " RAIN =O.0 2 Gal/S Ft. TEST HOLE DATA : • s ��' 2" RAIN 1 .24 Gal/St. �� \J L,A\ _. , r I ; j ' INEW BULKHEAD WALL 4 _ SOLDIER PILES — — _60.15' _ 0 _ '_—__ SHIPS LADDER LOOSE LAID TILE WITH OPEN - _ 20'-0" GRAVEL JOINTS FOR PERMEABILITY ! — _--- EDGE OF --- ---__ EMBANKMENT ' ELEV. 14' �°g$ ° NemNomki , \9,5;k\s‘ f,q,q,q,IY , IIII II111 6, --- op�,° n°.00 °$ �� \ \' II. SII; SHEATHING ELEV. 12' \ \oeP °. \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \\ \\ `\ WALER C / / // / � // // // // // // // // // // // // // // // // // // \/ I ' BACKBOARD /\/ / / / / / /\� / / / / / / / / / / / / / / / / / /\\ FILL / / / / / / / / / / / / / / / / / / \/i// / til, SOLDIER PILE /\/\/ / / / / / / / / / / / / / / /\\� ELEV. -7.7' 'colli j .��11 /\ \ \\,, ,s, � / / / / / /\\�` 4� PIPE I , MI -a 1 1 i 1//\//\/\ FILTER CLOTH/ / --------- -- - - - - - -------------------------------------- ----- --- -------- -------` \` i/ / /' SOLDIER PILES 1 I \ \ \ BOLT i / iTIERO,D\\ / \/ FROFO✓ED FLAN NEW WOODSTEPS $ RAILING\ / /\ \ / NOT TO SCALE WOOD D ECKI A // / \ '7 1 /> I�I„II - 11,i,� Ill � ' SHEATHING // \\\\,\\,\\,\\ \\//\//\//\//\/ �ALWMAIW�WAVI IIA�iA���iM� ' l i',! \ \�\\�\\�\\/\�/� WALER Ili /\/\\ ANGH%\% //\ liff NORMAL HIGH WATER \ \ \ \ \ \ \ \ FILTER CLOTH \ \ ! I \/ / / /\/\/\/\ I ANCHOR PILE / / / / / / / / / / TIE—RODS F----------------------------------------------------------------------------------------------------------------------------------------- Ny ////�% \ % \ BACKBOARD L------------------ •------------------J I BLKD \ \ \ \ j \\ \\/\\�\ 1111+ 6' E EXISTING BULKHEAD WALL 4 NORMAL LOW WATER /\/ / / / \/\/\/\/\/\/\/ .2.1):_g____ - \ \ \ \ \ \ \ / — -- — 60.15' SOLDIER PILE TO BE REMOVED \/ /\, / / / / / / /\ FLAN DETAIL 0 — ---- _ / / ,, NOT TO SCALE a \ / \ 40;u \ I 211-11" a / / / / / / / / / / / / / / / / / / T/B ET ON , A SC \- <41t 1.1 SCALE 1/4" = 1'—O" ! 11111, ✓L <FLA — 1� T A S 1.0' E I \\\ / ; EXIST I NO FLAN NOT TO SCALE WATER QUALITY BOTTOM WIDTH r 3-0 OPEN JOIN TILE 1 / # IN L r 1 /\/i/i\/\• ///\//A.4W`� ;`iiy ;i>� i15r/. SLOPE OR FLA I I tK ,00 ty>�j��y>y�yp;�•4 4", / - fid$ FILTER FABRIC j;�o;,o;�;`;�3¢`�>4 � ;,P° 6' GLEAN GRAVEL 0��0��tte,41x,; co PERMEABLE SOIL o �° 0 °° °a FILL. /��iPy✓�j/�,y/r " tt.: .�..a.�a..�:.�. 8° FILTER CLOTH 6" GRAVEL 4" UNDERDRAIN PERFORATED PIPE _ —RsNG— DE TA I L /' I NOT TO SCALE MAX. POST SPACING DRY WELL INLET PIPE DR I�/ SAALE 4ALE SEC,TI ON V 6'-2" NOT TO SCALE 0 -1MAX. (ON CENTERS) FINISHED GRADELOCKING CASTING TO GRADE (_ skv rj" SPLASH BLOCK 6 FILL If ,r -Tr\4 , 4 4 •4• -•!0. 0 4 J1g/ 1 0 ' ORIGINAL GRADE FINISHED GRADC///\\\��\\/\\\ \\, //,v,/,-/\/�\\/�\\' O �' ° ROOF LEADER GAP WITH LOCK \\\\\ \\ -� I MIN - 2' MAX CH 0 Q \/ I' MIN - 2' MAX 0 Q CHIMNEY (X 0 j20' -I 6" CONCRETE 1: f 1L F- BUILDING WALL CONCRETE COVER----7._:__. �fc ff x-20" INLET �l/ �, TOP J— \ \\%�\%��" IN LOCATE DROP "T UNDER = 0 (() 6"FILL MIN. 4" DIA. APPROVED \\\ ❑ n mo° INLET - f�= _ ACCESS OPENING FOR W / I _`— PIPE PITCHED I/8"/I' / / 0=== ; oo 1 , - MAINTENANCE l� j ORIGINAL GRADE \ - ,o° ° \\\ _ 0 - Z ° — / \/ ° °° . IN /= MIN. 4" DIA. APPROVED ' `; OULET Ii\�i\\�\ ' I'MIN-2 M ':NCRETe covER '\ �o• /�(V X z MIN. 4" DIA. APPROVED X ^—�^— ^���20• 6•CONCR � °o°o°�;' Q j j Q PIPE PITGF+ED I/4' PER FT. �l - _ - 0 ° i � �� \O�' \/•_ x FLOW BAFFLE PIPE PITCHED I/8" PER FT. Q --� i❑❑OO BACK FILL MATERIAL TO 17 \ MIN. IN. \\ s =° BE GLEAN SAND AND N/ \/ / ° O \`� PERFORATED DRAIN PIPE GRAVEL z.,, p / ' " y `t \/ FROM SWALE DRAIN \\ V.O' /\/ i 2 —I . MIN. .: \/ �/ °0 1' IN Y°:\\/ 8-6 • BACK FILL MATERIAL TO \/ \\j /L��Avsw.. _-_-,-�°�AVAV�.'�--------��o.V\ BE GLEAN SAND AND ,\ . [ 8.0' IN X /\ A t '-',,�,� GRAVEL \\,••, r.f,�s ' I � V/ //i//i//i// //i//i///�//�////4 A V/A4 " • .., * • /, WATER LINE TYF I SAL i�ETANOU�.Ai� SEFTI G TANK RA 11� NO DETA I l� oif ;�,'�,0 - .,; i A//,//i/A////i//,//,//,//,/A//ice . V/i: 6' MIN. PENETRATION INTO A .J WATER LINE VIRGIN STRATA OF SAND # /1;-,'%-s-.'%)' 1;-;._°-•=J 6'MIN.PENETRATION INTO A GRAVEL NOT TO SCALE NOT TO SCALE g I y a VIRGIN STRATA OF SANDE GRAVEL :::( �` 47, DRYtAIELL DETAIL° TY I GAJ.® L®AG— I NO FOOL �,,�,�.€ Lr/ NOT TO SCALE NOT TO SCALE �; e),_6„„ ■ 1 SHEET DATE SHEET I. ' v SCALE SITE DETAILS 09 26-13 v 1 114ii !� AS NOTED 1 PROJECT BY S= -�- I C S'ST= 1\/1ETA , S iA L 1 640 WEST SHORE DRIVE M.A.I. SOUTHOLD, N.Y. FILE TY I GS L REGTANOULAR SEPT G TANK T w . NOT TO SCALE �. r ; r� 1 '') I)tT II) latil nt . . h 't .; 50 EVENT ' E 1E 190 ),1 11 1-OR 'Y 10123 2 2 ' 9 -"s .40" wEsT 640) S ........._ 0 3 - M HO-Jr' .....) IIVE . SGOFE OF WORK GENERAL NOTES DRAV\IING NI=) =, X • I. REPLACE BULKHEAD SEAWALL AND ADD FILL AND LANDSCAPING I. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW 2 FDOUNDATIONEMO I WITH IEXTENSIONFAMILY HOUSE AND REBUILD ON EXISTING YORK STATE AND LOCAL BUILDING CODE, FIRE DEPARTMENT ARI-1 I ��GTURAI� REGULATIONS, THE NEW YORK STATE BUILDING CONSTRUCTION MANUAL AND LOCAL BUILDING CODES, UTILITY COMPANY 3. DEMO EXISTING GARAGE AND SHED AND CONSTRUCTION OF NEW REQUIREMENTS, AND THE BEST TRADE PRACTICES. INCLUDING NYS A-I TITLE SHEET GARAGE ENERGY CONSERVATION AND CONSTRUCTION CODES. THE MOST A-2 RES CHECK GOMPL I ANGE STRINGENT SHALL APPLY. 4. INSTALL NEW SEPTIC SYSTEM AND DRYWALLS A-S STORM WATER $ SITE PLANS 2. BEFORE COMMENCING WORK THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE DEPARTMENT OF A-4 SITE DETAILS BUILDINGS, OBTAIN ALL REQUIRED PERMITS AND PAY ALL FEES A-5 FLOOR PLANS }� I \ / I REQUIRED BY GOVERNING LOCAL AND NEW YORK STATE AGENCIES.AGE AGARAGE ROOF PLANS �GY u Ir^I 3. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN A-1 ELEVATIONS THE FIELD PRIOR TO COMMENCING WORK AND SHALL REPORT ANY A-8 SECTIONS $ DETAILS I. TOWN OF SOUTHOLD DISCREPENCIES BETWEEN DRAWINGS ANF FIELD CONDITIONS TO THE ARCHITECT. A-1f SECTIONS $ DETAILS A. ZONING-ZEA FILE 6655 A-10 WINDOWS AND DOORS B. BOARD OF TRUSTEES-PERMIT NO. 8244 4. FURNISH ALL LABOR, MATERIALS, APPURTENANCES, EQUIPMENT AND SERVICES NECESSARY AND REQUIRED TO COMPLETE ALL WORK C. DEPARTMENT OF BUILDINGS IN THIS SECTION AS INDICATED ON THE DRAWINGS AND / OR SPECIFIED HEREIN. 2. SUFFOLK COUNTY-PERMIT HEALTH SERVICES NO. RIO-0031 5. EXAMINE THE CONDITIONS AND PREPARATIONS MADE FOR THE STRUG�URA�. PLUMBING 3. NEW YORK STATE DEC- PERMIT NO. I-438-04261/00001 PERFORMANCE OF THIS SECTION OF WORK AND NOTIFY ARCHITECT ALL PLU^,1F,°JG�h+,�,STE OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY &V', T'..ri LINES N":'✓a COMPLETION OF THE WORK. DO NOT PROCEED WITH THIS WORK .�-I FOUNDATION PLAN DETAILS TESTi;J a :Ef %iFi .OV i ;' G 4. ARMY CORP OF ENGINEERS— PERMIT NO. NAN-2013-00724 UNTIL ALL CONDITIONS ARE MADE SATISFACTORY FOR SUCH 5-2 STEEL TUBE FRAMING PERFORMANCE OF WORK. S-S FLOOR AND ROOF FRAMING PLUMBER CERTIFICAT(O,'V 6. ORDER ALL SPECIFIED MATERIALS AND FABRICATED ITEMS WITH 5-4 STRAPPING $ FASTENER DETAILS ON LEADCONTENTBEFCRE SUFFICIENT LEAD TIME SO AS NOT TO DELAY WORK IN ANY MANNER. CERTIFICATE OF OCCUPANCY /. DETAILS NOT UALLY SHON OR SPECIFIED, SOLDER USED IN WATER NECESOSARY R FOR PROPER CONSTR CTII ON OF ANY PARTEUT OF THE FLUME I NG SUPPLY SYSTEM CANNOT WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE EXCEED 2/10 OF 1% LEAD. DRAWINGS. P-I PLUMBING PLAN $ RISER 8. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES AND BUILDING :.'' €: , MANAGEMENT. M E T-T A N I /` -,, , , ;.,;,.• . SOUTHOLP BAY I �l l� M—I FLOOR PLANS a. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES ;IY_' WITH THE REQUIREMENTS OF LOCAL AUTHORITIES AND BUILDING __TMANAGEMENT. SI — 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION it OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED APPROVED P.'" �_ •� CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND TR I /641,,,„ , o y INSTALL ADEQUATE SHORING AND BRACING AFOR ALL STRUCTURAL I DATE-4_ B , #�_..,m.._.,. OR REMOVAL TASKS. THE CONTRACTOR SHALL HAVE SOLE -04:-.0a n,r� RESPONSIBLITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR E-I FLOOR PLANS -"?--2�s J. L �,Y �__.___ DURING THE EXECUTION OF THE WORK. • PJOT!FY BUIL DIN D:Pt.F;Tf f=";T ,"T 7Ga-1ra2 S AM TO 4 FM FOR HE II. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL FC I_LO\AII!JG INS CTIONS: PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES (PLUMBING, 1. FOUNDATION -TWO REQUIRED (Cad POUf'Et7 CONICfa:_,II ELECTRICAL, ETC.) 2, ROUGH l♦•Ff',I;fu1ih.;,PI_;°,":'i`!a. °g STRAPPING, ELL-CTM;CAL &CAULKIN3 �, 12. PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY 3, INSULATION PERSONS LICENSED IN THEIR PROFESSIONS, WHO SHALL ARRANGE4, FINAL•CON T RI'CTION �, ELECTRICAL FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS. PJIUST L?E COf'�'t "E"''u, ,)w • ALLCONSTRUCTIOt K E-r. : '.T 7f!EAN it • 13. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING REQUIREMENTSOF1N:cC� N"'u^JY AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE r �I- YORK STATE. NOT RES:C., ' t� .I "nR DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO q NST p7._____:`\ RVE DESIGN ORCONSTRUCTIv'� .f;; L;,S. 4 a COMPLETE THE JOB. F;�AMING nTiON H h .::),,..:1,,,, ,:,,c,1,7e-:::v,,,-),/::,,;_,4„2„,,\ OF FOU�`��, T ' :`�'e'°� RFTA!N STORM WATER RUNOFF i-- PURSUANT T ��` P i FR 236 OF Tti ,TO N CGDE, 611P (---Th___ ________ cl . J-). r ,..._....z,......,:., ro_772_12114 /1� I 1 2 013 \ �.:-. . *'!„,�` A SEP 2 ' '� `�..t;�� _. --,—,PG NCC 4 , ___-- T(`� n`5` I'f''GLn t�'j�d Na1F0r��p. <ENr FLAN ZONE R-40 D I STRI GT NO SCALE: TAX MAP 1000-080.00-01.00-041.001 SHEET DATE SHEET • 09-10-13 PLOTS 6, 1 $ THE EASTERLY 10' OF PLOT 8 IN BLOCK B, TITLE SHEET- , . `-.-: SCALE ENTITLED "MAP OF REYDON SHORES, INC., BAYVI EN, L.I., j AS NOTED S MAP 631IN THE TOY�4N OF SOUTHOLD, SUFFOLK COUNTY, N.Y.” PROJECT 640 WEST SHORE DRIVE BY SOUTHOLD, N.Y. FILE I ,e )AVID t11tW E l , AR(ilh' 1 VI' 450 SEVENTH W E 111E, S ITE 1907,, EW ORK 1 10123 212459, -0840 _ E REScheck Software Version 4.4.4 2010 New ' 2010 New York Foundation Inspection Complies? Comments/Assumptions York 'Insulation Inspection Complies? Comments/Assumptions Energy ____ Energy (144\/162010 New York C o m p I i a n ee Certificate 303.2! Exposed foundation insulation protection. ❑Complies Requirement will be met 303.1 All installed insulation labeled or installed R- ❑Complies Requirement will be met.- _ - [F011]2 ❑Does Not Comply [IN13]2 values provided. ❑Does Not Comply ,, ❑Not Observable Location on plans/spec:A-8 �� ❑Not Observable❑Not Applicable Energy Conservation ❑Not Applicable p p 403.8 Snow melt controls. ❑Complies Exception:Requirement is not applicable. Additional Comments/Assumptions: Project Title: 640 West Shore Drive tFa12]2 ❑Does Not Comply ii ❑Not Observable Construction Code :Not Applicable Energy E ff ci Energy Code: 2010 New York Energy Conservation Location: Suffolk County,New York Additional Comments/Assumptions: e n cy Construction Type: Singe-family Project Type: New Construction Certificate • Orientation: Bldg.faces 45 deg.from North Conditioned Floor Area: 3,100 ft2 lnsu ation Ra ng - 'a ue Glazing Area Percentage: 36% Heating Degree Days: 5750 Wall 13.00 Climate Zone: 4 Floor 13.00 Permit Date: Ceiling I Roof 30.00 Construction Site: Owner/Agent: Designer/Contractor: Ductwork(unconditioned spaces): 640 West Shore Drive David Turner David Turner Glass$DO ing1- actor ' Reydon Shores David Turner Architect,PC David TumerArchitect,PC Southold,NY 11971 450 7th Avenue 450 7th Avenue Window 0.55 0.40 Suite 1907 Suite 450 New York,NY 10123 New York,NY 11971 Door 0.50 0.40 (212)594-0840 (212)594-0840 davidturner@verizon.net davicIturner@verizon.net Skylight 0.60 0.40 -11* `tAi iitlt t' : s_ ." .. . ' :��,a ' , ,'. . . ' ,' sr:l -, '• WAir Source7.7 HSP 13 e: ng ' o ting o merit• f c enc, 3 F, Water Heater: . Name: Date: Envelope Assemblies Comments: _ . .ea or -- ,e Gr Dobr av t C Perrfinete R�'111'ri�e Value :Facto • Ceiling 1:Flat Ceiling or Scissor Truss 2,500 30.0 0.0 87 Skylight 1:Metal Frame with Thermal Break:Double Pane with Low-E 12 0.600 7 Wall 1:Wood Frame, 16"o.c. 3,100 13.0 0.0 161 Orientation:Unspecified Window 1:Metal Frame with Thermal Break:Double Pane with Low-E 1,100 0.550 605 Orientation:Unspecified • Door 1:Glass 21 0.550 12 Orientation:Unspecified Door 2:Solid 21 0.500 11 Orientation:Unspecified Basement Wall 1:Solid Concrete or Masonry 2,500 0.0 13.0 138 Orientation:Unspecified Wall height:4.0' Depth below grade:4.0' Insulation depth:4.0' Floor 1:Slab-On-Grade:Unheated 2.300 19.0 2397 Insulation depth:0.0' lmpa � _- �J I 1 j High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 ' Low Impact(Tier 3) I 1 High Impact(Tier 1} 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 640 West Shore Drive Report date: 09/03/13 Project Title: 640 West Shore Drive Report date: 09/03/13 Project Title: 640 West Shore Drive Report date: 09/03/13 Data filename: C:\Users\David\Documents\REScheck\Rescheck 640 West Shore Drive.rck Page 1 of 7 Data filename: C:\Users\David\Documents\REScheck\Rescheck 640 West Shore Drive.rck Page 4 of 7 Data filename: C:1Users\David\Documents\REScheck\Rescheck 640 West Shore Drive.rck Page 6 of 7 2010 New Plans Verified Field Verified REScheck Software Version 4. York Framing!Rough-In Inspection Complies? Comments/Assumptions 2010 New Plans Verified Field Verified Value Value York Final Inspection Provisions Energy Energy Value Value Complies? CommentslAssumptions 11, 0 Inspection Checklist 402.4.4 Fenestration that is not site built is ❑Complies _ Requirement will be met 402.42. Building envelope tightness verified AC 50= ACH 50= ❑Complies Requirement will be met. [FR20] listed and tion ratesled as meeting ❑Does Not Comply 402.4.2.1 by blower door test result of 81t;7 ACH ❑Does Not Com ii AAMANVDMA/CSA 101/l.S.2/A440 or ❑Not Observable [FI17]' at 50 Pa.This requirement may Ply has infiltration per NFRC 400 ❑Not Applicable d,e instead be met via visual inspection, ❑Not Observable that do not exceed code limits. in which case verification may need to ❑Not Applicable Requirements: 100.0% were addressed directly in the REScheck software 402.4.5 IC-rated recessed lighting fixtures ❑Complies Requirement will be met. occur during Insulation Inspection. [FR16)2 sealed at housing/interior finish and ❑Does Not Comply ------ _._._-._- ._. Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each requirement,the „ labeled to indicate&Ii;=2.0 cfm 402.4.3 Wood burning fireplaces have user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance leakage at 75 Pa" ❑Not Observable Location on plans/spec:E 1 2 ❑Complies Requirement will be met. [f=18] gasketed doors and outdoor ❑Does Not Comply ❑Not Applicable �, combustion air, ❑Not Observable Location on plans/spec:A-1 is itemized in a separate table,a reference to that table is provided. 403.2.1 Supply ducts in attics are insulated to R- R- ❑Complies Exception:Ducts located 2010 New �_ Verified Field Verified - _ __ J FR12 1 R-8. All of other ducts the building unconditioned ODoes Not Comply completely inside the buildinggpost-construction ❑Not Applicable York Pre-Inspection/Plan Review Plans p [ ) envelope are insulated to R-6.Not R R- ❑Not Applicable P y p y 403.2.2[Fi4] outdoors, p y F rs,or 12 vialm across systems. efm cfm ��❑Does Not Comply handlers located with Com ties? Comments/Assumptions applicable if all systems are ductless. envelope. ❑Not Observableconditioned space" air P Value Value !t Ener Not Observable Pe• ' maximum leakage of 8 cim to n Complies Exception: ducts an �t Y Location on plans/spec:103.2 Construction drawings and ❑Complies Requirement will be met. _.___ ... _.. ___- .. For rough-in tests,verification may ❑Not Applicable 103.2 documentation sufficiently ❑Does Not Comply 403.2.2 All joints and seams of air ducts,air ❑Complies Requirement will be met- need to occur during Framing p p M-1 Location on plans/spec:A-8 (FR13) handlers,filter boxes,and building ❑Does Not Comply Inspection,with maximum leakage of demonstrates energy code ❑Not Observable p P to compliance for the building envelope.. ❑Nat Applicable �r cavities used as return ducts are ❑Not Observable Location on plans/spec:M-1 or t- � __.. e_.-- __. . ..- - sealed. sand 4 cfm 6 cfm across system DNot Applicable without air handler, Complies Requirement will be met. _______.._.._..._.___.___._.__... - - ------ _.,.._-_-----___�-______,�_ __._ .___ . 103.2, Construction drawings and 403.1.1 Programmable thermostats installed e 403.7 documentation sufficiently ❑Does Not Comply403.2.3 Building cavities are not used as ducts ❑Complies Requirement will be met. F19 g ❑Com ties FR15 orplenums. 2 P Exception:ppRequirement is not IPR3]' demonstrates energy code ❑Not Observable 1 ] ❑Does Not Comply ( ] on forced air furnaces. ❑Does Not Comply applicable. v compliance for lighting and ❑Not Applicable v ❑Not Observable Location on plans/spec:M-1 +fi. ❑Not Observable mechanical systems"Systems serving a....___.-._._-.. . _ ._...-____,-_.-----------._... .________ _---____--❑Not Applicable _._._--_-- ❑Not Applicable 40312 Heat pumpthermostat - . _.. -Requirement . re _ _ w multiple dwelling units must 403.3 HVAC piping conveying fluids above R- R- ❑Complies Exception:Requirement is not2 installed an DComplies Requirement will be met. demonstrate compliance with the [FR17]2 105 105°F or chilled fluids below 55°F ODoes Not Comply applicable. [F110] heat pumps. commercial code. - .--- are insulated to R-3. p Y PP toDoes Not Comply 403.6 Heating and cooling equipment is Heating: Heating: ❑Complies Requirement will be met. ❑Not Observable ar/ ❑Not Observable Location on plans/spec:M-1 _ ❑Not Applicable :Not Applic_able [PR2]2 sized per ACCA Manual S based on Btulhr Btulhr ❑Does Not Comply 403.4 Circulatingservice hot water pipes are R R- ----- ❑Com hes Exception:Requirement is not 403.4 Circulating service hot water systems ._� loads per ACCA Manual J or other Cooling: Coolin :Not Observable Location on plans/spec:M-1 P Pe _____ P p 2 ❑Complies Exception:Requirement is not g g [FR18]2 insulated to R-2. ❑Does Not Comply applicable. [Ft14] have automatic or accessible manual approved methods. Btulhr Btuihr ❑Not Applicable P y PP Does Not Comply applicable. y ['Not Observable 4_,) controls. ❑Not Observable --._.._.... ___ ❑Not Applicable _ ❑Not Applicable - 403.5 Automatic or gravitydampers are ❑Com Ties Requirement will be met. 403.9.1 Readily accessible switch on heaters ❑Complies P Exception:Requirement is not 1 FR19 on alloutdoor airintakes and Not installed ODoesComply [F112] for swimming pools. ❑Does Not Comply applicable. Additional Comments/Assumptions: v/ exhausts. ❑Not Observable Location on plans/spec:M-1 lq ❑Not Observable ❑Not Applicable ❑Nat Applicable 403.92 Timer switches onof heaters and p° ❑Com lies Exception:Re uirement is not Additional Comments/Assumptions: (F119)3 pumps are present. ODoes Not Comply applicable. q k2, ❑Not Observable ONot Applicable 403.9.3 Heated swimming pools have a cover. ❑Complies Exception:Requirement is not [FII20]3 Covers on pools heated over 90°F ❑Does Not Comply applicable. to are insulated to R-12. ❑Not Observable _-_ . -_.. .._______ ., ❑Not Applicable P posted._. _._... 011.3 Compliance certificate ❑Complies Requirement will be met. [F17]2 ,r:::"; ❑Does Not Comply Not Observable q f,> , ,fin< Uki. -?'`, ❑Com lies Requirement will be me o Applicable 303.3 Manufacturer manuals for mechanical met. /,", r [FII18]3 and water heating equipment have ❑Does Not Comply - , Z 4A 4 i` been provided. ❑Not Observable ° w l 1 ❑Not Applicable it ,h J Additional Comments/Assumptions: i ,.'.� eV, \C ' r SHEET DATE SHEET _ RESCHECK H ECK 08-22-13 LE t High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact{Tier 3)_ 41 High Impact(Tier 1) Medium impact(Tier 2) _ 3 1 Low Impact(Tier 3) 1 High Impact(Tier 1) ©Medium Impact(Tier 2) T3 Low Impact{Tier 3) AS NOTED Project Title: 640 West Share Drive _.... 2 Report date: 09/03/13 Project Title: 640 West Shore Drive Report date: 09/03/13 _ i PROJECT Err Page Data filename: C:1Users\David\Documents\REScheck\Rescheck 640 West Shore Drive.rck p Pae 5 of 7 Project Title: 640 West Shore Drive 640 WEST SHORE DRIVE Data filename: C:\UserslDavidlDocumentslRESchecklRescheck 640 West Shore Drive.rck Pa e 3 of 7 Report date: 09!03!13 N.Y. M.A.I. ._,_...- 9 Datta filename: CAUsers\David\Documents\REScheck\Rescheck 640 West Shore Drive.rck Page 7 of 7 SOUTHOLD, NYFILE r � � tiff• 1)AVII) ' lints i I. I is. 1U IITE 1•=.- UC E S TE 907 EIN` ORCS/10° 1 94-0841 , 450RSEVENT ;ASE � . r 23 2 2 # SOUTHOLD BAY otoA. -- _-=---0-"-- -------='� _ ___-__F__-_-_-- -- NEW BULKHEAD WALL ! 2013 HIGH MATER LINE " /; '`0 aa: SOLDIER PILES I6` 151 -,t a,,r_i_' . � SAF ' 1 0 -0----e--,. Jo 11111 '- „,,...„ _______ -----I_ SHIPS LADDER -V- --or 14 I I,'> it I ;� i I I , r„a• 1 i * 1 ti-/, 4,1 , , ELEV. —t.7' j '-----_____ -- I ---------- Il � �'' — , /%® //♦ i i i r...o. • O ELEV. 1:7' I �/� r� ��' I� ��� i n • Wile 0. 300 -0 . . .. / r✓�i////ce//// ///�%%%%%%%%%/,///,:TAM%/' "i E--=-__-=====_-_ _,/„ ® V001-0101111 , L�� -- ��I : ,i, / ... EDGE OF I Io --=-- -r • =a --�'• - 0 _ - kik EMBANKMENT __ I - , t___ I MN .-=-_-.=_".--_-f;_ NEW WOODDEGK Y -__� N - -- / >A 4r- I • I SNy WEST SHORE DRIVE j --`, / EDGE OF /1' _ ---- \ -....4 ,' IM ,\ �� ,,'EMBANKMENT Y„ =/,1� \, `A 0 0 \ ----- WEST SHORE DRIVE _;� ;V .v ,. 1d a:5? ...".•:.1-1:1,,..1._,-° NEW WOOD STEPS 8 '� -Y'is �� 16 • • • THE INITIAL 10' AT THE - .�...:;y, :rur:.::.'k; TOP OF THE EMBANKMEN `‘ ---- `::"• ,y�:.;:,,4r.. r:::ry;�r°,: `...tAfr`,`7"ce \� yytow%, RAILING 18, ra SHALL BE PLANTED WITH ;14 / _\'� /,1 - 40 INDIGENOUS PLANTS IN I 1 ` ;,,y �a;,_ COORDINATION WITH THE I '1 IO' , 0 ti: a,, TOWN OF 50UTHOLD I - - °^' ,, ,, ) I 11 $3 ')'r'. /'' 0 W „ , ,o ® \.-2 �1'''r .I6 , �o i I SAP o -P 4” DRAIN PIPE I ; ; , I 1 I! v . <; c =/,1� AT,„ ip 'b 0 0 B � =a. ., 'Ii ' NEW ;> • irill. 0 '�1 W. * \�- Yd -/,1 %�� -rte 'CS .0 DRYWELI\II ,r _,/ d 0 0 \-\\ , :.-.,...',...,I,;;I:. 0 0 ::!:-. it L I ` J m _�:;_ „. v 0 1it. .1 10 iv ,. 10, 0 _,, a 1 I i • i I LOOSE LAID TILE WITH �,c---1I OPEN JOINTS FOR -�'`. � 0 d I , �V ) 16 � PERMEABILITY /\ /� ® _1 - 12 • I 010 0 w 0 ,, Oil, ,L =/,1 - . . ; ; CELLAR EL +11.2 6' 33 -$11% -r- , ,.y^�'�� 1st FL NORTH EL +20.7 _11111 i�.'_, 0' 1st FL SOUTH EL + 1-1.5 ru �� n 00 I ; i' ; i UP 1 It 0 ; ; 1\q_1, f, ' 0 0 CILOOSE LAID TILE WITH - \ 0 0 1 RECONSTRUCT $ A OPEN JOINTS FOR \p 1 ; I ENLARGE EXISTING PERMEABILITY 0 c filkly- 'a>� .,., _ : 1 16 ONE FAMILY y �' ',® ; I ; RESIDENCE ; 03 ./,` a z yam-- , I ' — ; rciik 11-- , . . : 101%-"Ar Cil, e ,/� Q 5a d al'. P0! 0 NEW , II ' /\- � IDRYWELL 1 1I;1 ; _ _!u t _'(SEE ETAIL A-4) '-‘or' ,o 4 '_ 1, 114' - I O ' ; 1 O v . r EXISTING BULKHEAD ,� iv � II : HVAC WALL SOLDIER PILES 4.' ^� I I /UNITS TO BE REMOVED t NEW _ _ STORv ^ATER F AN `> I CONCRETE DRYWELL �-�_� 60.15' `` ^ I `i PAVING 0 - (SEE DETAIL A-4) - _ SCALE I” = 60' L,4`.- 'r: - NOTE :T ' ' � - o �OT� ° I i i ■��M 1 - ■■ ■1 141 ° ������ '�■■■■■ 16 _ ,I_--__` ---_ �- REDUCTION OF EXISTING STORM W,brTER SITE IS OUTSIDE OF ALL FLOOD ZONES S 1 Ai GARAGE - NN�`� -_ RUNOFF SY PROVISION OF S NEW DRYWELLS, PER FEMA FIRM MAF II I� I ���---__ , 100 DRY SHALE AND FRENCH DRAIN AT THE PANEL 161 OF 1026 SUFFIX H - T PATIO. MAF # 36IOSGOI6�7H I NEW CRUSHED LJ i/ ,-::--) r T i _`; I I STONE DRIVEWAY - I I STORM WATER CALCULATION 11-f __2_____7.-_____ ` T r,, .__ I ' I 9 �1 ��/ -v, EXISTING I,i 4 }'I � 1 (V r ' TO BE DEMOLISHED I 11 - '1 - �t � • s, OC1' 1u2013 _� RAIN -0.12 Gal/S °Ft. TEST ���� DATA : 1-71 • 2" RAIN 1 .24 Gal/Sc�.l=t. .^ T. OL DARK BROWN LOAM I, „J I T T' \`r r-..//, �� "lr A , I Cu.Ft =1.4 Gai . I i l) ) `�J\ , \5 3 DEMOLISH EXISTINGsflj. s' ML PALE BROWN SILT EXISTING 16 0 FRAME RESIDENCE r///� 3' SIDE ENTRANCE !(� �' I DOWN TO FOUNDATION W STAIRS TO BE MAIN HOUSE ROOF 14 ___ _ _ _ DEMOLISHED 2,220 SF.x 1 .24 x O.�B = 2,625 Gal . TOP SOIL ` SEPTIC i ( ) ( ) a ter/ SC BROWN CLAYEY SAND STOGKPILE� `�/ 1\ TANK - ` v 1\ �-'.�'2<... ` _ 8 TEST HOLD i TTT GARAGE ROOF ,/,',;,-:75:1\---1 f I \ i / 1 • 1 IOPA 6 12 S.F.(I .24)x(O.cfS) = Tc12 Gal . SP BROWN FINE SAND 1^~a�',° / ..'';,��'-`�''�^ \ �/ 1 ' J = OI NOTE: EXISTING PATIO( OPEN JOIN TILE) 10.11 / QT ' , • -• \ .r , I A` ; O -• CLEARING LIMITS NOT 1-- Tr GARAGE TO BE SP WATER IN BROWN FINE SAND I Imo' I , h\ / r � •, . ,. , SHOW ONLY ONE TREE DEMOLISHED 480 S.F.x(I .24)x(O.cf B)= 411 Gal . I ' <. .+�_„ ., - _ •I I --} \ / 1 TO BE REMOVED ,,,di-, 0 �'�„'?, 1 SC WATER IN BROWN CLAYEY SAND , ti 4 o i I `�J \ --_/ 1 CO V• ' 1 Ni DRIVEWAY 12 tsT e.a,'��' `�C. m N1_1„; —/ \ I t �', / r \------y- / SEED ITo BE °o.� 1,020 S.F. x(I .24)x(O.015)= SS5 GaL. • �'�finF���� \ / ��'� `� DEMOLISHED I _. s ,� - /\ �,� L LEACHING POOLS Li- TOTAL VOLUME FROM IMPERVIOUS COVER SW WATER I N BROWN FINE TO COURSE SAND \\ I � ,,,? �� 2,123 Gal+-1c'f2 GaI .+416 Gal . + SS5 GaL.= 4,-118 Gal . , / \ isi �, <_� I S j \\IFO.04' }- - -----r: -- > _ �'� 1 FOOT PRINT OF 5" DIA DRYWELL 0 ' NOTE THAT WATER ENCOUNTERED 10.-7' BELOW SURFACE / `v', r,,' 30°24 S.F. EXISTING / \ _ ' ,�;'�' E. TREE VOL OF DRYWELL 4' DEEP = 200°�6 Cu°Ft> W TER SERVICE / \ \ o 200.�i6 x -1.48= I SOS Gal . SHEET DATE SHEET TO REMAIN / \ \ _� I .tsi DEMOLISH / TEMPORARY\ \ -W • s, ISTORM WATER & SITE PLANS SCALE 10-04-13 / CONSTRUCTION \\ Y `11 _S I SHORE DRI \ E �r TOTAL DRYWELLS = 3 ENTRANCE \ , Sx 1,505 03 = 4512 Ga I I . PROJECT BY AS NOTED A 5 640 WEST SHORE DRIVE M.A.I. 060.04' SOUTHOLD N.Y. "-E 1 TAX MAP 1000-080.00-OI.00-04-1.001 ' ST SHORE DRIVE S,0 i . TAX MAP 1000-080.00-01 .00-04 .001 N PROPOSED S I —E PLAN EXIST NO SITE AN PLOTS 6,-1 THE EASTERLY 10' OF PLOT 8 IN BLOCK B, ENTITLED r r^ r 11 LI) �l ,l .1 , it 1. at SCALE 3/32" = I'-0" "MAP OF REYDON SHORES, I NG., BAYVI EW, L.I., N.Y., IN THE TOWN OF : - NOT TO SCALE 0 23` '2 2 ^ 9,-4 SOUTHOLD, SUFFOLK GOUNTY, N.Y." AS MAP 651 ' 50 EVENTH AVENUE SIITE ITE 907 E O. " D ' i ® NEBULKHEAD ALL 4 SOLDIER PILES W W "'__ '--- 60.15' 11111 — — __ _ _ — __________ -----__ _ SHIPS LADDER LOOSE LAID TILE WITH OPEN ____-___ ' " JOINTS FOR PERMEABILITY ______ 20 -O GRAVEL EDGE OF I , EMBANKMENT R; I 4111h VIII 6 ' ELEV. 14 ( 0 III11 0 Ilial 4 ,fig/ / / / / / / /(......m7 Flom mium/f / / / / / / / / / / / p!f SHEATHING ELEV. 12' \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ `INALER \/ BACKBOARD //\/ // // // // / / / / / / / / / / / / // // // // ///.// I / /\ \/ / / / / / / / / / /\\�\�\ \\/\\�\ FILL / / / / / / / / / / / / / / / / / / \//// � SOLDIER PILE /\/\/ / / / / / / / / / / / / / /\/\\� I I \ / / iiiiiiiiii ' /\ \/\\/\\/\\/\/\/\/\/\/\/\/� 4 PIPE q 4 ELEV. 7.7' . —� \\/ \//\FILTER CLOT7.H\/\/\/\/\\/\\/ /\ \ /\/\\/\\/\\/\\/\\/\\/\\/\\/\ SOLDIER PILES r..11------ .--------------------------------------------------------------------- ----- --------------------- ---- ----- BOLTS = I �TIE-RODS// // // // /�\// PROPOSED FLAN NEW WOOD STEPS 6 _� \\///\//\\// // // //\/ ------------------------- --- RAILING WOOD DECK € v — — NOT TO SCALE I.X / / / / /�� ! 410 �IIII i11 �I�I�III� IIIIIII SHEATHING , .,\\/\\/\\/\\ WALER /\//\ ANCHOR PILE/ , /\/\/\ \�I\���� /\ Villir i FILTER CLOTH ' /1\ ANCHOR\/\/\/\/\/\/\/\� I ANCHOR PILE NORMAL HIGH WATER /\/\/\/ � /\//\//\//\//\//\//\//\ � NTIE-RODS I �-------------------------------------------------------------------------------------- \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ BACKBOARD ' • ' BLKD /\/\/\/\/\, / \ "''ll' EXISTING BULKHEAD WALL NORMAL LOW WATER /\/ / / / / / \/\/\/\/\/\/\/\ E — _______1_111111 SOLDIER PILE TO BE REMOVED / / / / / / — — 60.15 \/ /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\4. v \/\/\/\/ / / NOT TO SCALE \/ / / / / / / / / / / / / / /\/\/ / \\\ \\ N\ \\ \\ -\-\\ - --\-\ \\ - -\\ \\ -\\ \\ -\\ \\ -\\ -\\ -\\ \\X\ 1. 1111111011=1 \� 111111 � � i I SEGTION , ''� , ' P 7.7 A SCALE 1/4" = I'-0" I !P1111 3 <HEA TAS 0' -_-- __ 0 r----------..... - --____ EXISTING FLAN NOT TO SCALE WATER QUALITY BOTTOM WIDTH V-0" { �u� OPEN JOIN TILE ;>,/, MN.N._ r , ___., ,.., \' i!\ 4It# I \/ `\'\\/,�\/�\\/�\\ `\ $ ° o.$'fig. \/\\//'. `N`i��`iii\ir"ir�`i�"i��`i�"i��\ii,1••/ ` /\ SLOPE OR FLATTER .'as•:o �\�,p``p\�p`\rr`�p\\p`�p`�p``p`j/ - -• FILTER FABRIC • fry/�S,o'yro;;o','�\y'�o?o°o \ } CLEAN GRAVEL \��`` yr\t:t 0�����OGO�4 (O PERMEABLE SOIL o '1`t o 00 °likii?...::‘ FILL. .\.\...�......... < FILTER CLOTH ,4,1fi 6" GRAVEL 4" UNDERDRAIN PERFORATED PIPE F RE NG IJ I D E TA I L NOT TO SCALE MAX. POST SPACING 6'-2" DRY WELL INLET PIPE DRY SIAIALE SEDT I ON _ NOT TO SCALE ILJ MAX. (ON CENTERS) FINISHED GRADE LOCKING CASTING TO GRADE (L S" —1--(\ SPLASH BLOCK 4„)1.,- ORIGINAL GRADE / '�`\\\/\i<\' ..---,6" FILL '/`\�\/ /� //‘\// /%\/' X O » : ' - •FINISHED GRADE I MIN - 2 MAX - M ROOF LEADER CAP WITH LOCK �� r r r / • * � O Q- \\�\/\\\\/<\� I' MINI 2' MAX O, Q CHIMNEY V O /i CONCRETE COVER 20"(' 6" CONCRETE f WALLI O BUILDINGI : -':. S =✓ �\l/\�/\ 20"-sw. LACCESS OPENING FOROCATE DROP "T" ER l� ~ m II INLET // 111❑❑❑I-1 t \" TOP -L— �.' — _ _ MAINTENANCE _ O MIN. 4 DIA. APPROVED \ \ INLET �, la Z I O Flu. PIPE PITCHED 1/8"/I' �/ ❑❑❑❑ O O o:, \ „ ; O l `i OULET —d---.------. `� oRIbINAL GRADE l \/ �°�. o°°o /- MIN. 4 DIA. APPROVED - . \ \ 2o" \/MIN-2' coNGRErE `�R rk e° /\N X PIPE PITCHED I/4" PER FT. iz - MIN. 4" DIA. APPROVED X v t 4 . oo°e o j,_I Q — 0 PIPE PITCHED I/8 PER FT. Q w so ' �3 \/— FLOW BAFFLE Q » ``-- \( ❑❑DO ®, ....•y < 5: Q BACK FILL MATERIAL TO \� MIN. �11N. \\ ❑❑OO �/ BE CLEAN SAND AND \/ j\ ✓� 2'-I" �`- 4,,,,. � s:rk• O \, PERFORATED DRAIN FIFE GRAVEL /,,,, - b \� FROM SHALE DRAIN \ 8.0' �c11 z o \ 8-6 MIN. �.:�;< o0 1 0° / �\\' \\�j/ \\ :414 8'0'0 O,O? ,g1:44° \\\ BACK FILL MATERIAL TO \� �sva�V.b7r� .KVAVAVA ---�'1VA + � BE GLEAN SAND AND i 8.0 x GRAVEL \\�;:� �w -:417‹ \/ V/i//////,//\//i//-V/r.//r//////.//i//i A \//r,: .<` i''/ /•Z'". - ------- WATER LINE TYfi I GAL RECTANGULAR SEPT G TANK - o� iikv.,,,<N)i/il/ li/�/�\/1/ /i/v/' / 6' MIN. PENETRATION INTO AVIRGIN STRATA OF SAND d NOT TO SCALEWATER LINENOT TO SCALE 'VI MIN.PENETRATION INTO A GRAVEL ' X ', y VIRBIN STRATA OF SAND t k l 11), Ain.S'rAO' ICS DRYY'iELL DETAIL TYF I GAL L G I NG FOOL e),...6„ NOT TO SCALE NOT TO SCALE a 8'-6" MIi ■ SHEET DATE SHEET - :11 ., SITE DETAILS SALE 09-26-13 f• - •► , 111 AS NOTED PROJECT 640 WEST SHORE DRIVE FI M.A.I. SEFT4 S 'SE' "'' DETA S SOUTHOLD, N.Y. FILE TYF I CAL fig'EGTANGULAR SEFT I G TANK ... .,.M, J NOT TO SCALE )1 ' r 1) It `L i s 6 II 'Eel • 1 ) (1.1 ' 50 SEVENTH.AVE E, S ITE 1907, E OR' 1' ' 0 23 2.' 2), 94-084 / / A �\ A-5 A-5 - 34'-I Ig" - - I4-381 7'-g11 13' - IS'-4411 - 3'-6511 13, 8 - 6 12 6,._,_ 6' - 12 Si -� '�- 67,0_,_ f /////////////////////////// f' ✓ i I //////////////////////1////////////////////// I 0 CLOSET -1- 0 1 i -N- O 0 BEDROOM #I t j :I- S,. t 31. O i t AREA = 165.53 S.F. / 3 I / 13'-3- - / LIGHT = 48.0 S.F > 8% / - 15'-0411 2,- I 6" 8 6"- - VENT. = 24.0 S.F > 4% -IN � -/II 411 y y 611 ////////////////////////////////////// --- -- _ _ _ _ _ _ _ _ C/ _ / ��-- _ G i'/t 1 ' /////////////////////pi ///// _ _ _ _ _ _ _ _ G i i i / co A-6 } / , , 1 A-6 - % I j -1N I I j �� / I % CO O I A MASTER BEDROOM - / / , / IN o I 0 \�`��'�/ / VENT. 40.0 S.F > 4% 1 � 3 0 % -IdJ 1 l(1 1 I 11\ j r 0 j BEDROOM #3 _6 j FOYER ' C0 28 \ j AREA = 156.48 S.F. I `./ LIGHT = 41.32 5.F > 8% / AREA = 60.1 I S.F iaiii/../4,/z;ziioiiiiaiii �.rior VENT. = 21.32 S.F > 4% iiii/ / , „,_ / LIGHT = 53.28 S.}� > 8% � / ° � jVENT. = 6.66 S.F I> 4% AUNDRY W M i O I `�� -, i q0 Ili //, i P?'L7 lJ a 24 • CLOSET / ,,r -1<t pr/.7�.r.9 //// /J / i a ///� ,� a �' SEE FOUNDATION U�I� PLAY ROOM I , % dJ I PLAN T AREA = 303.22 S.F. /%f///%///%//�, j/ ///////%/////l� 28zo I /4/„/„// ,,,,,>, /j� -CI LIGHT = 60.0 S.F > 8% 0 N 0 6'-6 / f VENT. = 28.0 5.F > 4% 1 lnl�" ; • I _3_7,>__ O m I O 26 /� ' q 1 -1c0 BEDROOM #2 / I DN , ., I UP DN / III l /. I 41L I / / 26 �/ VENT. 12.0 5.F > 4% ® 26 11111 Hi- • L • a •Z� 1 BATHER. ,� -� - J • ky -- ---- .3 I / / 11/\V �\ \ I I am- �\', (Cr- 0j, i �_• • • SHELF ' „� / / a 0 / ` / % SH. • %• I�■ .�• i / w I . / �A Iv CLOSET • c �//��� „//..Au���� ....�- rz A. J#0"4 �// / .. -_ FM ..M....M." UF' r,47�A�� ,ri ei„ „„//���;r,, __ _ _____O/y_�_, .41r.r AI' "A.7...eirr7 /� %�i.:%/u///i //0.0 //////e///���..�v �i/��i0/�/�/1 EXISTING REF FOUNDATION WALL = I \Tryffir.- 1 // TO BE DEMOLISHED I , / EXIST. WINDOW N KITCHEN / TO BE REPLACED i ii L \\ / b, IiiiD 1 / �i p�j- O I BOOK CASE N N\ // EXIST. WINDOW = TO BE REPLACED EXISTING ---- �, \\ OPEN // FOUNDATION WALL DVS. II 3' I, \N TO EELOW / OPEN CELLAR 4 - - - - - - - - - - - - - - - - - - - \ \ // AREA = 861.38 S.F. LIGHT = 197.28 S.F > 8% \\ //VENT. = 103.96 S.F > 4% F-71;11-577-- 1 /� / \\ ,� • N \ / kn LIVING ROOM : D c�t� ■ O N\ ////// AREA = 880.63 S.F. 4` f` \ // II LIGHT = 525.69 5.F > 8% + t i3 \N/ G/ VENT. = 163.68 S.F > 4% f i/ q f EXISTING IMO I, 110 ' //\\FOUNDATION WALL it � 1 1 J /// \\ TO BE DEMOLISHED , F EPLAGE TO HAVE MI� / \\ -_ 1311 G+SKETED DOORS $ .....___1.7_4_,, / I\ ____-- - r 4 // COMBUSTION AIR INTAKE // 1 \\ ----------------- __- -------- -------------- I: UP - - - - - _ _ _ _ _ _ _ _ - - - - - - - - - - - - - 6! / - - - - _ - - _ \ _ _ _ - - - - - - - - � N 11 / - -� 311 i� ---------- - --- II --- Si. /- - - - - - - _- i _ -NI \ 4 �Jr,�j, , \ I / CSI 1 .. / Ni \\ / iiic INU / 1 \\ / \\ // ill i___- / ■ ill 4" i -�■�i sommomMINNEIM 1..In _ I ■■ 11 -�11 311 10'-Ig11 �_ ■ 31'-8811 ' ■ --- - 10 -Is io _ g -�811 A 31A A..,:z),„oAGO\ L AOR \B A E3 , n, -�` v,,,,,, , , = IRST ,OOR P AV 4A-s ' A-S 1 < A-s A-6� ��._ , SCALE: I/4 . I -O , � � AR A\ f" r ti 1 ;1,---,, i, c;t�../e (7 SCALE: I/4": 11-0" ' ` ;,r; ' ks), , A, SCALE: I/4 : I -O fl, Q-'!-/ A -AB_ ROOM C/OD,� G0 \ ,� 1 �' s6OF NO �_ �_ ROOM NAME FLOOR NATURAL NATURAL 2nd MEANS OF L S \ AREA LIGHT VENT. EGRESS REQ. 5.-1sf. '} illtil- AREO. S%0REQ. 4% CLEAR OPENING I EXISTING CONCRETE FOUNDATION WALL MIN. HEIGHT 24" / MIN. WIDTH 20" C11111 REMOVALS AND DEMOLITIONS CELLAR 861.38 s.f. Ic1-7.2S s.f. 103.86 s.f. N/A 1 11" tPA FOYER 60.11 5.f. 55.28 s.f. 6.66 s.f. N/A ri////////A NEW EXTERIOR FRAME PARTITIONS PLAYROOM 303.22 s.f. 60.0 s.f. 25.0 s.f. 2.66' x 4.0' II LIVING AREA 880.63 s.f. 525.6(4 s.f. 163.68 s.f. DOOR 3.0' x -1.o' SHEET CELLAR, FIRST AND SECOND DATE 10-04-13 SHEET ii//iliiia/� NEW INTERIOR PARTITIONS- 3 5/8 METAL STUDS BEDROOM #I 16" 0.0 WITH 5/5" WALLBOARD EACH SIDE 165.53 s.f. 45.0 s.f. 24.0 s.f. 2.66' x 4.0' FLOOR PLANS SCALE BATHROOM #I 54.26 5.f. 4.0 s.f. 4.0 5.f. 2.0' x 2.0' AS NOTED MASTER BEDROOM 155.53 s.f. 84.0 s.f. 40.0 s.f. 2.66' x 4.0' PR.OJEGT 640 WEST SHORE DRIVE BY M.A.I. O SMOKE / CARBON MONOXIDE DETECTOR - - MASTER BATHROOM 65.04 s.f. 4.0 s.f. 4.0 s.f. 2.0' x 2.0' SOUTHOLD, N.Y. FILE - 5 ® MECHANICAL VENTILATION BEDROOM #2 12I.'i�i s.f. 24.0 s.f. 12.0 s.f. 2.66 x 4.0' __. _ _ rir ti FR / te I BEDROOM 3 156.45 s.f. 41 .32 s.f. 21.32 s.f. 2.66' x 4.0' Dilir 11) ' BATHROOM #2 48.68 5.f. 4.0 s.f. N/A SKYLIGHT 2.0' x 2.0' _ 45CVS E TH A EN E,!-UITE 1907,; E OR „CS,I10123 2 2 . 94-08 0` I r \_-= OR = \ ISH SCHE LE ROOM NAME FLOOR EASE /'IALLS 1 L I NG REMARKS < �E A-5 NI TI- I 0 --I tu J tu -, tu W Q 1- p v Dv Q 1 Er0 Lu 0 ill , 2 i I I 0 I v ci N -- I' —L v Q z Q z Q W z Q U I z z z z K N v 0 0 IIII II . 1 r* GARAGE • • • • • N I LIVING AREA • • • • r —=—=—=—= = iI r K I TGHEN AREA • • • . • mPLAYROOM • • • MASTER BEDROOM • • • • 21— 1 I MASTER BATHROOM •• •• • • 1 I IIII 1111 UPPER CORRIDOR • • • • 1 I 1111 LOWER GORRI DOR • • • • IR I IIII BATHROOM #2 • • • to �111 H I"I BATHROOM #3 • • • • 1111 i i H 11111 BEDROOM #2 • • • • I I 11111 III BEDROOM #5 • • • • 1111111 BEDROOM #4 • • • • III ---'--7.---------a-.- ---- I CELLAR • 1111 1 1 1111 1 1l 'ir I 11 IIP A [7_—__—_—_—__-= ===1 i hr 1'-6" 141 A 1 II 1 � I rtIIIIIZ12L1 — I 1 1 '_ I 1 I I i III I � I I I O�- " I I 21'-58 i i 1;:.?1 I— —1iI i I II 11 II — II II I � I II I II I - -_I L _1 I r I 1 I , I I i 1 I ROLL DOWN DOORS (r\ ir* � I 1 I N GARAGE _ II 1 11 ROOF III 1 II 11I 1 ri II 1t. II IP SII 6 III , III ii III 1 rl III III 0i III ii i'-6.. 0 _ ISI SII I — II I'-6" I ; ti S _____ - _ LJ II __ _—_�-__________ � _ _ --_ — _ �_____ --- -- � �_ GA -- RAGE LOOR FLA\ SCALE: I/4": I'-O" I GARAGE ROO' F_AN 1 SCALE: I/4": I '-O" :A ',4::' 76/:; � A-5 c .I.- '' fi ROO- FLAN -� 4 SCALE: I/4": 1 1-0" 7 Ato.40E -�'`� 'vOFNO SHEET DATE 08-27-13 SHEET REVISED: 09-30-13 4-4.11,11 GARAGE & ROOF PLANS SCALE AS NOTED PROJECT 640 WEST SHORE DRIVE sY M.A.I. SOUTHOLD, N.Y. FILE A 6 )A TII) 'I'I (NEll I IGII1TECT,` I .€. 450 SEVENTH AVE ' E,.S ' ITE 907,4 EW .OR ` 0; 23' 212 ;594-0840 I- I -- 1' - 24' - I' ELEV. + 35.5' x/03\ SIDING FINISH - 11_ I I I I I I I I 1 I T t I _ OS _ 10 i 02\ i 02\ \ / \ / I I ___V6-2\i__ 16 :4- 2nd FL. ELEV. + 27.5 �- SIDING FINISH � ' SI IPING: ' IV SH SIDING FINISH A /2K\ • ` V 01 ' - GARAGE � i /±(031A. ' ELEV. + 17.0' 1st FL. — _t____ - - - J GRADE ELEV. + 20.7 f ELEV. + 16.0' 16 10 jI 10' I -6 \ / . \ / oa Ina 16 �A ASE f--RQ\T LLLVAT O\ - ,, ,' 1 l I i \ Qir1st FL. //(1-5)\\ - - - ELEV. + 17.5 SCALE: 1/4": 11-p" AES- ELEVATION SCALE: 1/4": 11-0" II ,4" 2'- 2' 2' m..--- W ELEV. + 34.5' SIDING FINISH - 04 05 = 05 i '03 / m \ — / 16 \ - N INSTALL GUTTER 2nd FL. / \ 0 - SIDING FINISH - TO EXTEND TO YVITHIN ELEV. + 20.7' / \ - - - - - - - - /______(-6) \ 4' OF PROPERTY LINE is- 05 C5 SID NG FINIS-I -- - '' iv, , dol) _ _ r GARAGE / \ _ /1�\ _ _ _ 1st FL. I '� ELEV. + 11.0' ji GRADE / \ / \ ELEV. + 20.7' " ELEV. + 16.0' - - - \--___ ® U 0A ASE 511:71- 1 _EVATIO\ 5 � A i _ SCALE: 3/16": 11_p11 1 15 ` , - J AST ELEVATION ON. SCALE: 1/4": I '-011 /I Lei i LL X21 05 - - ELEV ____. + 35.5' �I I1 _1 ELEV. + 35.5' 09 09 ( Oq 0 09 0 1-.00 — I' -2'- ' 13 �� 02�� 04 6' 116 \ = T 0,1/(1:2/ OS 06 G OS 08 08 1 ' 1 F ti `� . 5 DING FINISH 0 2nd FL. , ,,, rte • SIDING FINISH - ELEV. + 27.5 aA' V �4A 4'. ,„ 7 \ 04 l6.1fis C 01 0 �* ,r 01 ... . -- . , . , 01 01 01 ,y G5 3 R, -� _ - 1st FL. ELEV. + 20.1' ❑ \ 0„-1 Oq 21Oq ,, �q oq /> SHEET DATE 10-04-13 SHEET ,/ \\ / ELEVATIONS SCALE ,...., .r„ .., .r„K., .., i .r„(„ - / \ � — i \� — . AS NOTED / 037 PROJECT 640 WEST SHORE DRIVE EY , , \ , \ , \ / - - - - 1st FL. M.A.I. ELEV. + 175' SOUTHOLD, N.Y. FILE SOUT- LcVATlO1\ isit T1Ti) r 'it itt T 7 di r i 1 . SCALE: I/4": 11-01' SCALE: 411 11-0" � .' 4i50-SE ,ENTH t 'E k E, 907 . EW` ,OR 437° 0 -2 2 ' 94-1840 4" E 2' 20' 10'-108" ELEV. +20.0 _ — _ — — 2nd FL. CEILING ELEV. + 20.0 4'--- 2' 0 2nd FL. mO ELEV. + 11.50 Cr 1st FL. - i� ELEV. +5.50 / 1 tr — < V.+ I.5 .' \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ GRADE / / // //\// -IN • \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\�\\ ®ELEV. 0.00 /' /\/\/\/\/\/ NEW 8 .• , , , , i /\/\\//\//\�//��//�/\% FOUNDATION WALL \\/\\ \/\� /\//< \\ /s / OVER 20"x24" • \ \\ \ CELLAR FL. jj\�� GONG. FOOTING OPEN CELLAR - \\/�\�� //1\c7:7::\_k <ELEV. -4.00 \\ \< <, \\\s<, . ',\,�\ \\ ,\\\ .,\\ \\ \\.\ \\ \\.\\!<\.\\ .\\ \\<, .\\ \\ .\ \,.<\ \\<\ \ \ \\ \\� ��\� .\��\.\\:\\;\ \\\\\\�//'//'//'//'// //'//'//'//'// //'// //////'//'// //'/) \ ")\\�; \\,\< : SE -I 0 \ A=A SCALE: I/4": 1 '-O" A ROOF 1 1 I 1 1 1 1 l I I 1 1--•.2, I ' _ .4.i - I ._ z J - J SiINSTALLATION OF - S' TO WIT INN OFTOXTEND PROPERTY I LINE Lu — z II GARAGE I n GARAGE GARAGE I- o />//v <,-• j;j:j••"/ /\,/ /\,<:„„>\,) �/<j�j.� j\/\�� " ®ELEV. + 1.00 GRADE /\//\ \ \//�! , `\, •\, : ` ;° • • • / ./ \ \ \ \ \ \ \ \ \• \ \\ \•' \\' \`' \\/>,•" \`' �' `"\`P . J GRADE ✓\\/\\/\\ r\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/� /\\j\\j�j\\j\\j\\j\\j\\j\ LEV. 0.00 \/\, r //\//\//\//\//\//\//\//\//\//\//\// !-. .. i i i i / r ,� .�,t � /, //\//�� /\//\//.\//,\//,\//.\//. //,\//,\//. //,\//.\//. /. //,\//.\//,\//.\//.�//,\//.�//,�// //• ' // // // // // // // // // // /r \/ ° ` /\/��i\/\�i\/\�i\/\/\�i\/\�i\/\�/\�i\�/\\/\\/\\/\\/\ \\\ \/ c\\/ / / /\/\\ ELEV. 0.00 "://,,,>---- � h �7 r ///�°• •. \ i\/\• •. j\/\/_/ /\///\/\/X/, /\/\. /\< • /�\ \/\ i\//\//\\//,\//\\//\\,.\\//\\//.\\/j f+,' � !*`a� ‘i at rT >4.. ...'t\ , / < i • \ \ i •- ,' ',,,,, ) 4y \/\/\/\/\ (C) fin. 0C yC /\\ \\\\\\/ •\/////,//,/i,/ `//,//,//,//,/ : ?T�.OF ��\ SHEET DATE 08-27-13 SHEET SEGTI 0 \ 6_5 GARAGE SECT 0\ A /�\ REVISED: 09-30-13 SCALE: I/4": I '-O" SGAL,E: I/4": 1 '-O" SECTIONS SCALE AS NOTED PROJEGT 640 WEST SHORE DRIVE >s,- — a M.A.I. SOUTHOLD, N.Y. FILE DA 1 ) r III i"*‘' it i Itt4 1 113(111 '') ' ' ' ; - ' E ii I S ITE 90 • - 594-08, TORCH DOWN ROOFING R-50 BATT INSUL. 5/8 PLYWOOD SHEATHING 2"x10"10" ROOF RAFTERS @ 24" O.G. ' TORCH DOWN ROOFING �� 5/8" PLYWOOD SHEATHING 6 11 �\ ril‘tillft,__%,__Irtuu„,_ STRAP ANCHORS EVERY RAFTER 2"x10" ROOF RAFTERS � �':._- @ 24" O.G. . I, g4444 � --� �� R-Iq BATT INSUL. I� -"IF— 6 MIL VAPOR BARRIER /1 `��"' �ii :1::::. GUTTER 1. 5/8" SHEETROGK 4IOIItillo'llglltlrilljrllvI WOOD FAGIA 2 O /� . .4 i METAL SIDING li 5/5" WOOD SOFFIT _ I, .� W/ BIRD SCREEN 0 BUILDING WRAP 0/ 5/5" " -�" f EXT. GYP. BD. SHEATHING 2" x 6" PLATE 1105/8" OAK FINISH FLOORING LL--- ( , I 5/4 PLYWOOD SUB FLOOR 411101 i i METAL SIDING W./ BUILDING FELT . '10 .....,.......................................,........... ..,.....,..'.•....................,................,............I...,.,.......... -,2 EXTER I OR Y `{,ALL 5/8" PLYWOOD SHEATHING " NOT TO SCALE ' T I A-q 'h` i 1 1 ` r' 1 WI WNW gLaillinill ,PP.- . 11 43� i 4 41 -1 1 �• .. .J.. i 11P 2" x6" @ 16" O.G. i 114) O � I ��4 2-2" x 6" PLATE TILE FLOORING CONTINUOUS k.11 �—2x4 WD STUDS 16" O.G. METAL FLASHING k�•I Il 1 AI 41 ` � 4" CONCRETE SLAB 5/8" GYP. BD. 5" CONC. BLOCK 46;111,1P11 # I .................... . . .. ." W/ 10 WM FILL SOLD W/ CONC. �ii . . p ‘1; p p iir So '� �j�� (��. I In . l ln�. n�. ' V .V npV np �iV�� � -. II i II — IIII — IV — ili IrAi. ..[. .,..1 i 1111=11111 IIII I 1111 111 IIII 11 hIII]I = IIIA IIIA — Vii= °°� I I - 1111 -III I- II — — _ -� o _ p 111111 =`co 0CII a ' p INTERIOR FARTITIONS — — •, 5" GRAVEL IIIO,, - ' NOT TO SCALE 11111=1 : I111 • _ RIGID INSULATION ,_„ 1_ a = I1 —'4 '�=11 p. O = iii - IHIIPIH1 1"ii ...� _ . 111111 •. iio II ` IHH_ 1LIM �� WATERPROOFING ,i a :::: 1I�1111,CIIMIIIIIIII�.� 11111=111111 k .,IIII-111111=III IIII a _0 lit ao v '''I'' PLACE (12" X 24") �" CONCRETE FOOTING (5,500 PSI) - Q ON UNDISTURBED SOIL o a ' : °v a . 'v .. v $ IIII, 1 I l I' . -.."1"---2x6 WD STUDS @ 16" O.G. _ ' :v NLep In' in iiiii T it Illi ' 1111 =—.11111= 11111 =11I — VIII VIII (IIII VIII VIII VIII 11=IIII = III = IIII == II / 21-011 / METAL SIDING # 4 0 CONTINUOUS REBARS 21-0" / d -, ti,` ,` , s`;, BUILDING WRAP 0/ 5/5" ' )..-:eI ,`, v,, V1A L L SECT I ON EXT. GYP. BD. SHEATHING ; •. ,\ SCALE: i 14 t; il',--h-r-i,‘,---\`' I SHEET DATE SHEET GARAGE I^BALL 09-10-13 NOT TO SCALE SECTION & DETAILS SCALE AS NOTED A ...,...... ci PROECT 640 WEST SHORE DRIVE BY JM.A.I. SOUTHOLD, N.Y. FILE l r]nl) r 'U'ltib TT Holt l1 L( I i ,StA , 450'SEVE T E 1E, ITE 1907': EOR , , 0 '3. 2,. 2 � 94-08 4 0 I ► OR �� �� , \ 1 \ 10 //'‘ SC/-1---- ,,,,L--7 HDW. 0 iOTY SIZE TYFZ FINISH SF=G F AT I ON REMARKS BOO S AM= m REMARKS W. x H. EXTERIOR ( ) d SET SIZE MAT'L FINISH MATERIAL FINISH THR. - I 10 5'-0 3/16" x 2'-0 3/8" AWING ALUM-GLAD AWNING HURD i WIDTH HEIGHT THICK _i2 3 4'-0 3/16" x 1'-4 3/16" AWING ALUM-GLAD AWNING HURD k, , 4' I A 2'-6" 6'-5" 1-3/4" WOOD FAINT H.M. FAINT 3 5 2f-0 3/16" x 2'-0 3/16" AWING ALUM-GLAD AWNING HURD -\\_.,\\ \A B -1 2'-6" '-O" 1-3/4" 1"100D PAINT H.M. PAINT BATHROOMS DOOR 4 3 21-0 3/16 x 61-0 3/8 FIXED ALUM GLAD AWNING WITH FIXED PICTURE HURD �—I 1 _.y _ G 5'-0" 6'-5" 1-3/4" WOOD FAINT H.M. FAINT CLOSET DOOR 5 or 4'-0 3/16" x 6'-0 3/8" FIXED ALUM-GLAD AWNING WITH FIXED PICTURE HURD (SEE NOTE I) �.N D 2'-6" 6'-8" 1-3/4" WOOD FAINT H.M. FAINT CLOSET DOOR 6 DELETED E 10'-0" 1'-0" ALUMN. FAINT H.M. FAINT GARAGE DOOR (GLOPAY) 7 DELETED _ F 5'-O" 8'-O" I-3/4" H.M. PAINT H.M. PAINT 8 8 5'-0 3/16" x 6'-4 3/16" FIXED ALUM-GLAD CUSTOM PICTURE HURD _ (3 G 3'-0" 1'-O" NA ALUM-GL HURD ALUM-GLAD - KITCHEN 'cl 14 5'-0 3/16" x 4'-0 3/8" FIXED ALUM-GLAD AWNING WITH FIXED PICTURE HURD m H 3'-0" 8'-0" I-3/4" ALUMN. PAINT H.M. STAIN SOLID WOOD DOOR WITH GLASS - ENTRANCE 10 2 3'-4 3/16" x 6'-4 3/16" FIXED ALUM-CLAD CUSTOM PICTURE HURD I II 2 3'-4 3/16" x 2'-O 3/16" AWING ALUM-GLAD AWNING HURD LI 12 2 3'-4 3/16" x 4'-0 3/8" AWING ALUM-GLAD AWNING WITH FIXED PICTURE HURD i^ i► .,�`+100 TY ,� \\ 13 2 3'-4 3/16" x 6'-0 3/16" FIXED ALUM-GLAD CUSTOM PICTURE HURD 0. 7'' 14 I 3 4 3/I 6 x 4 O 3/8 AWING ALUM-CLAD AWNING WITH FIXED PICTURE HURD I / IS 2 2'-8 3/16" x 2'-8 3/16" AWING ALUM-GLAD AWNING HURD 5' IO' I 5' I 3' I 16 10 4'-0 3/16" x 2'-0 3/16" AWING ALUM-GLAD AWNING HURD 2 _g" 21_S' 2�_6)" 2I-6"j 21_5 11 h21-6" 12'-6"� 3' I - r I H r 1 r 1 & ai NOTES: in II - - '- — �/ i I. WINDOW OPERATION SASH = 2'-8 3/16" / 2. \ \\A\\\\\\\\ o4 I � = O '' = O O _ / / - —% a. VI-a- - - El \ Al N�O/� TYF` W �► _ — — _ _ — — v On = 1 XE VAIN OV'S AAN N Vv I NI:701AIS m 4 9/16' i �n dun i iii JAMB DEPTH 5 -016 I k -416 I -416 I I 4 -016 I il _,._. O. 10 1 ml�r U I 7 ^7 reh�F-fr 4 = mid (nP C(1 i..sNr. O .1141.41._ 11\ _ lesj ,lc�al 1 _ I 4'-0i," I dJ \fr_r I = mIU / \ m 111 O // \\ i 16 `\ / N AV`lN I N V\I NE70AS in c, • 1}1- In I 7., 6 ' 6 �1- 16" ' 6 " ///(1-1)4 "■ r , 1 5 -41 2 -O IS'-4z 6 , I I I 11 I I O r — 0.06° - Ol 04 \ 6-41 j mO� pq m� 6.163 2 i `\\O O N 1 - ti11(0 I cn o 1 1 O O / 1 1 d / f — �0 �0 / \ - - - / \ / \ ^� r -.N '� / \ / \ � \ .-., / \ / \ // \N / \ 2'-0 6 / \ / \ 7 \ / \ / \ / \ // \\ / \ / \ // Ob \\ \ - 3 _43.I \ I3 _41 16 I I6 i 14 s ml� 13 I 16I ct = U 2 -016 5,4? - T I Mil 1 "O I — = „ ,.. -- r\� I I ".- f--6" 10'-0- 10'-O 8" 10_ 8'-4 8 1 I1 II � 0 I I � zo HI, 3' l II' . t L I II i ? �'�` 10'-1 7/8" Inv _..ik riiiiiiiS/ii� tel_ I /f��) kl c._.';. 1:; :ci-- 0 N 1 IENT Ater 1 r:1 ":7- vitl , ',.f,t 1N i ill'•s — r4W I ' Pr =41' tip, riVir —11- = � '. C} N kr-N rJf r� �4•,.. . �y�/ �l �� ,�% ,-1.�.,'�` r. ill�' V , ,.Oil AW /i Itj f_. � ��' L r �I III/,iI I � 4�I 1�( � ! I,��II1� X111 �, .; j r .�- i t ��Ilr it I r —"/1 SHEET DATE SHEET 10-04-13 I WINDOWS AND DOORS SCALE a a C a ° r� a a e a d AS NOTED a as a d a 4" 5'-0 3/16" 5'-0 3/16" PROJECT 640 WEST SHORE DRIVE BY M.A.I. a a ° c a a c ° e e ° a UTH LD, N.Y.Y FILE S—�TIO1 ce ° a a a aS_G_ 0\ (2° o e SCALE: N.T.S. A-� ' aa a d c aI'U 0 ° —q C. T 1) . h l� la , 1 SCALE: N.T.S. III , OSE . �.l . v ` .aE, . .-X19' . 1 En '�O-K 0123 212) 9, -1840 A ' . d' 1, , - / / O O • lE , I ll I — ,I CATV I GAN CATV CONDENSER w _.--— $ / CATV f- , $�- i \ -e 0 \ se k i ! OI O \ / IE O - }- - ,-_cn 9 \. ThD / \\ i 7 ,OI I. _ ) I Cl N-,__.S0 i db / m1, i 1 O ,- - -�--b \ / 0 1.1 - / P 4111 -1111 I CATV — i<i i., 1 I A Jk, ti SUMP PUMP ��1II.� 1 / . _ 1 / \ I : ----y .;3\ ._ ____I \ ./ :- • pi • Am ' v 011111111101111 , -_ _� -- -_____ __.-- s 1p 111 1 - ------ „rot I 11 111__ 6 ��I16f G-1 1 �\.._____/' ,, .\ / \ 1 _________ 4,2 -/. ,..-.. ....: +42" le \ It.. a AIR HANDLER ' / _ 'Ii" --- ,.k _ \. FGI�. - ---- - , / (K I */. (k. Tar A , . \ toil ; i , \ . .\ , , i , o ! i ( ! \IJ 0 ! ,/ IIS i \� / IIS \ I / / - Iir� '\ % \_ TirJ CAN '� - C7 •\. 4- ------ --- z----------- �,--- Ird _ i i R. 7-4 I. I. Ns i / �:.I EN1 1- i , /' \ 111 iil 41 • 111 v♦� 1�1 4 • ii ...--------------i'---------- ■ *EL LAR FLAN SECOND FLOOR FLAN SCALE: I/4": I '-0" "-72RS- -L=OOR FLA\ SCALE: I/4": I '-O" SCALE: I/4": I'-O" LEGEND 7:7„-EC/TR CA, NOTES mai ELECTRIC PANEL -e- DUPLEX OUTLET I) THE ENTIRE ELEGTRI GAL INSTALLATION SHALL FULLY MEET ALL 5) WI R NG INSTALLED BELOW GRADE OR SLAB SHALL BE I N THE REQUIREMENTS OF THE NATIONAL ELEGTRI GAL CODE THE N.F.F.A SCHEDULE 40 FVG GONDU I T WITH A MIN. COVER OF IS FVC RUNS<>_. �..�:� SURFACE MOUNTED FIXTURE THE NEW YORK STATE 5U1 LDNG NG GORE THE SAFETY GODS, AND ALL SHALL BE INSTALLED W 1 TH A GREEN INSULATED GROUND CONDUCTOR '�` � © PENDANT FIXTURE OTHER APDL I GABLE CODES AND ORD I NANGES. CONNECTED AT EACH END OF THE RUN AS SPED I F I ED IN N.E.0 ,!?''' � � y I �� , TABLES 250-14 AND 250-15. la lt,f '= .M�.' �:qh 7h' 2 2) THE EXACT LOCATION OF ALL GONDU I TS, PANELS, FIXTURES. ETC, rfiA F<> WALL MOUNTED FIXTURE S 2-WAY SWITCH SHALL BE DETERMINED IN THE FIELD, UNLESS OTHERWISE NOTED. 6) ALL ELEGTRI GAL EQUIPMENT SHALL BE GROUNDED IN FULL �'� . '` t�,�2 C4 ACCORDANCE WITH N.E.G. AND L I LGO REQUIREMENTS. AND BE UL ":``%. �e'i Nu F>0 THE MOUNTING HEIGHT OF RECEPTACLE SHALL BE I '-S" AFF. LIGHT LISTED. _-- --QGFCI GFGI DUPLEX OUTLET - 42" A.F.F. TYP. S SWITCH SWITCHES SHALL BE MOUNTED 4'-0" AFF. AN ALL PANELS SHALL BE 6'-0" AFF. TO TOP OF PANEL UNLESS OTHERWISE NOTED. 1) PHONE SERVICE INSTALLATION TO BE BY OWNER SHEET DATE SHEET rrn- JUNCTION BOX ( WALL MOUNTED) 1_(>_ WALL MOUNTED FIXTURE ELECTRICAL PLANS 08-23-13 __ SCALE 0 JUNCTION BOX ( CEILING MOUNTED) 4)ALL POWER WIRING SHALL BE COPPER 12 AWG MINIMUM SIZE AS NOTED SOLID OR STRANDED SMALLER THAN 13 AWG AND STRANDED ONLY PROJECT 640 WEST SHORE DRIVE BY - - RC CANE— GABLE TV JUNCTION BOX ( CEILING MOUNTED) q3 AND LARGER ALL WIRING TO HAVE INSULATION WITH A MINIMUM TEMPERATURE RATING OF 15 DEGREES G. SOUTHOLD, N.Y. FILE 1)i V l) 'l'Ulti T ilt I HILITECT p c 450S V T AME '907 ', En . is - , 1 0 '23 (2 94-08, 0 O CAPACITY # OF UNITS I. TYPE MANUFACTURER MODEL NUMBER TONS OR BTU A A/C UNIT CELLAR PMFY-F12NBMU-ER5 36,000 3 CLO• SET B AIR HANDLER LIVING ROOM/ KITCHEN PVFY-F54-E0OB 54,000 I G AIR HANDLER PLAY ROOM PMFY-P12NBMU-ERS 12,000I BEDROOM D CONDENSER CCI - CG2 FUMY-P6ONKMU 60,000 EACH ,2 I, ,I 7 I 1 1 E AIR HANDLER FOYER FFFY-F06NRMU-E 6,000 I '-, ri / i OMASTER BEDROOM F AIR HANDLER BEDROOM (1st FL.) FMFY-P12NBMU-ERS 12,000 I V v G AIR HANDLER BEDROOM #I (2nd FL.) PMFY-FI2NBMU-ER5 8,000 1 / \ BEDROOM #I �� - // �... PLAY ROOM \ / _ H AIR HANDLER BEDROOM #2 (2nd FL.) PMFY-PI2NBMU-ERS 8,000 I FOYER ® ` ( ) vs I AIR HANDLER MASTER BEDROOM PMFY-F12NBMU-ER5 12,000 I 1 (E) 1[ , 1 O ' ' LAUNDRYI I • CLOSET I --►�— (�) —±- _ 1 1 4 1 6" DIA. BEDROOM #2 _UNT � -� TRANSFER I DN FAN Up DN BATHRM. . DUCT WITH FAN —011 � BATHRM. • /CL. �Iu)J BATH, 0 1 1 R F_-- ; L J 1 i 1 1 1 II I �i I L__ _ ithig - 1 � \ 1--- SHELF IL___ y 5H. 5H. • 1.11 1[1101 ■ CLOSET •• o v _ UF UP ''se -4- I Li DW-j IA I I / „ I I \ OPEN CELLAR PLENUM N AIR I / KITCHEN 380 in2 FREE AREA I i / �� REQUIRED FOR I I \ \ // IIRETURN —4-11.- I N / 37"xI I" RETURNtor TR K I I\\\\\ \\\\\\\\\\\\\ \\ / \\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\(\\\\\\\\\\\\\\\\\\\\\\\(\\\\\\\\\\\\\\\\\\\\1\\\\\\\\\\\\\ 111/ L__, �\ // � OPEN / \ II— \� TO BELOW // -- iiii, i ad' Ilall . NNN (E3) UP il LIVING ROOM (TYP. FOR EACH BRANCH) // i A I . 1It CORD OPERATED DAMPER / N // i. o L r .. / N .. / \ 4111-6 SII 14"x3" SUPPLY GRILLE ��_ / \I !F51,10(ToyFFRIEZALARFOEAR ci4 •• /17) / N III —�— // N 6 6 a -. F3: SII �-- I. ///// / N N\ A. In al IIS r t' r dia. TAP WITH —'�' / Ilk ' ___ .___________ .-----__=-_- ------- - SII GoD (TYP. 5) / \\ \ __„____„____ __ __ tl 11 11 Ii i 1 dia. TAP WITH CELLAR PAN RS E �l LQOR PLA � ��I ���R � GoD (TYP. 3) SCALE: 1/4": 11-0" SCALE: I/4": I '-O" SCALE: I/4": 11-0" g.. COTES I. ALL RECTANGULAR DUCTS AND ALL SUPPLY/ RETURN PLENUMS +� ' 0 ARE TO BE INTERNALLY INSULATED WITH " L I NACOUST I G RG BY . '- '' =;"`, - , 0 JOHNS MANVILLE. 2 ",.":..D i ' � ' ) I i67,. :',/.‘1:‘ 0 2. ALL ROUND DUCTS ARE TO BE INSULATED WITH EXTERNAL FOIL 11 " ,�\� \ �0 I I " FACED WRAP WITH A MINIMUM VALVE OF R-4. ' t 0 S. EACH DUCT TAP INTO A GRILLE SHALL BE EQUIPPED WITH A CORD , 4'�•��R`z2 `?`' m OPERATED DUMPER THAT 15 INSTALLED A MINIMUM OF 56," FROM THE 'A4 c-,:,,,,„,\,3_,.OF�!�`�' %I: 0t\ FACE OF THE GRILLE.. 0 0 0 4.ALL RECTANGULAR DUCTS INDICATE INTERNAL CLEAR DIMENSIONS. SHEET DATE SHEET CELLAR, FIRST & SECOND 09-10-13 II ALLOW FOR ADDITIONAL I " IN EACH DIRECTION FOR INTERNAL FLOOR MECHANICAL PLANS SCALE AS NOTED VAIN _ U ,� I SQ ET I INSULATION. PROJECT BY NOT TO SCALE S. PROVIDE MINIMUM 4" FLEXIBLE DUCT SECTION FOR ALL 640 WEST SHORE DRIVE M.A.I. CONNECTIONS TO AIR HANDLER. 1111"....- SOUTHOLD, N.Y. FILE S. ALL EQUIPMENT IS TO BE EITHER HUNG FROM THE STRUCTURE W i TH )111 �� 1IJ Vii* ��1 . I 11 I, � '��ir�1 j IArl VIBRATION ISOLATORS TO PREVENT VIBRATIONS FROM TRAVELING THROUGH STRUCTURE. 450 SE E T a A` EN ElaiL4 907, NEW YORK, V 0 23 212)159:-08. 0 VENT RISER \ TO SEPTIC TANK 2" T • LAV I 1 LAV 2 w/C r 7 w/O y 2nd FLOOR I I SHOWER, I SHOWER I i _a'j 2 - � 4'• \ / I WASTE STAGK - I 2" _ _ _ _ _ _ _ _ _ _ _ 4 HOUSE TRAP _ `r / SINK 2" D/WI W/M � ,LAVs . I I I I I -Ng 1st FLOOR �2 1 2" Y2 1.�/c52 ,r j \ —=— 1 \ \ 4„ / / / / 4" 4' / I - • TO SEPTIC TANK I \ 0 4 4" HOUSE TRAP i — W/M r CjE.LLAR SUMP PUMP I ' A. [2.ri i f I i I r•JJ ` I J I I I O SERV U F,,,,\/31 \ \� R ARA-\ _ I NOT TO SCALE • f1—'—'—'1+--*—_ j. 126 _._. — - DN CD u r IJ SUMP PUMP 0 El.': t - I IN I .-101°"_,,,aill rim ;I` ....• • J • 6 ... I T5ELE0TRIc HW HEATER UP EXISTING WATER SERVICE - Min ,,Z IS .11111 11 DW. ior IIi VIII 111111 iJiI � 1112 UP1 _ •• n_..........------- 11!" -------------------21111 1 imm""1"1"................."."1"......................."arre in um MI 1 i ■ CEL=L=AR FL=A\ -- QST. r-Loo FLAN SCALE: 1/4": I'-O" SCALE: I/4": II-0" SE_ COND E_QOR FLAN SCALE: I/4": I'-O" F,,,/\//a \O SFE -- CA 10\S . FURNISH, INSTALL, PROVIDE AND MAKE OPERATIVE ALL EQUIPMENT, MATERIALS, THE LOGATION OF PIPING AND EQUIPMENT, AS SHOWN ON THE DRAWINGS, IS DOMESTIC WATER PIPES SHALL BE TYPE "L" COPPER ABOVE GROUND / SLAB AND TYPE "K" SUPERVISION, LABOR AND ANY AND ALL ITEMS NECESSARY FOR THE PROPER DIAGRAMMATIC AND SCHEMATIC AND IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO COPPER BELOW GRADE / SLAB. INSTALL DIELECTRIC UNIONS AT CONNECTION TO INSTALLATION OF A CORRECTLY FUNTIONING PLUMBING SYSTEM AS MAKE HIS OWN WORKING LAYOUT TO ELIMINATE ALL STRUCTURAL AND ARGHITEGTURAL • DISSIMILAR METALS. SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. CONFLICTS IN THE BUILDING. 7:411 SANITARY WASTE AND VENT PIPE SHALL BE GAST IRON WITH NO-HUB FITTINGS OR ",;,., :- EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S VERIFY ALL MEASUREMENTS AT THE SITE AND COORDINATE ALL WORK 50 THAT IT DOES ar�,)cti �.�,, SCHEDULE 40 PVC. , °+ a� RECOMMENDATIONS. EQUALS SHALL BE ACCEPTED FOR EQUIPMENT UNLESS OTHERWISE NOT INTERFERE WITH THE WORK OF THE OTHER TRADES. I L ', ;.:14 NOTED. INSULATION: ALL INSULATION, INCLUDING JACKET, OR FACING AND ADHESIVE USED TO Crs 1110.107 ORDINANCES, PERMITS AND GODES: THE WORKMANSHIP AND MATERIALS GOVERED BY ADHERE FAGING OR JACKET TO THE INSULATION SHALL HAVE A COMPOSITE FIRE AND THESE SPEGIFIGATIONS SHALL CONFORM TO ALL REGULATIONS OF ALL THE AUTHORITIES SMOKE HAZARD RATING TESTED BY THE PROCEDURE RECOMMENDED BY ASTM E-S4, NFPA SHEET DATE 10-04-13 SHEET HAVING JURISDICTION. 225 OR U.L. 123, NOT EXCEEDING: FLAME SPREAD 25, SMOKE DEVELOPED 50. ALL PLUMBING SCALE INSULATION ACCESSORIES SHALL ALSO HAVE THE RATING LISTED ABOVE. AS NOTED PROJECT 640 WEST SHORE DRIVE B,- M.A.I. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, CONNECTION AND SOUTHOLD, N.Y. FILE INSPECTION FEES AS REQUIRED FOR THE COMPLETE INSTALLATION OF THE PLUMBING DOMESTIC MATER PIPES SHALL BE INSULATED WITH ONE (I) INCH THICK PREFORMED HIGH DENSITY FIBERGLASS WITH FACTORY APPLIED VAPOR BARRIER AND SELF SEALING LAP, , P.C.TEM. 11 I ) I'I tl ER RGIH i ( 1rI1, , e AS OWENS CORNING 25 ASJ. 7 EW` ORK; �' . � 0123; (2 2) 9' '8' 0 450 SE E T wA EN E, .S SITE-190 . PROPERTY LINE /I O II '-O" +- I 24'-0" O F rr ,-I ■ _I •„ •,•,,•,•,•,,,•,���••���•••••••••••••••••••••••••••••••••••••••••••••••••��•••❖•••••••••��••••••♦�••.�:�••4, v.v.* ••••••❖11••11•••••• CONCRETE PAD FOR STOOP X W ��•.• •• • 1111•• 11 • 11♦• I _ _ 2 —S ti ••4 to .i: •• • ii• i 0.�4 vv. . I 1111 .,•.i •••• • I– - '• • ►:00•,•♦•,••,O•♦•♦•41.♦•,O,:•,•♦••-•,.•,•♦11,11,•:4-••♦O♦11,11,•,•♦O•,•♦000•,•♦000•♦•,•,O•♦••-.9-,•,•♦0 ••,O••,•,1 • • •••i �•• r •• �o ►'•111 '•'•! 6” CONCRETE SLAB 4••• ..ti.. . .. ,.. 1111 I '• — — •: ►t, . 111111111111111 NM 111111111111.111111111 •O ♦t 0.114 — — — — II O — — - - - - — — I I I EXIST. WINDOW • A-7 •t`i 4•••• I I TO BE REPLACED I ;: ;:;: 1 I I I ►•t•1 ••• = • 1 I I ' I'-O"# 4 REBAR • • :• • ' ••►t♦ •• ❖• �1 ' I I I ►:: + + + + .„.... „..... 4, ^, I I i 7i- ;Kt- �� CV (V 6 N i // in- -..,.. .... 1 1 00 CO m ' O O 1 i •-_J I - - 4 �t 311 ° ° d A e a d --- Oa a v d , 4' V v ° e d ° ° a c e °. ee d.a• a ° v dr-- N e. v A d v v d v e e d ° v e. c• d e ° e. e v d v e e ° d ° d a e ° ed a a d e ° d d v : a ° e d e' v ed ° , ° ea a d v e 44.4 v aQe. d ° ° d d v Q C e °d G v 'a ° ° • A ° ^ . O3 d A .. ^ .. v v. v° e a d ° 51_01511 31_41511 16 16 31'-ig" 011_ 111 10' - FRONT ELEVATION _ _ _ SCALE: 3/411: I'-O" SI E L E ll AT I ON `I SCALE: 3/4": 11-0" I / i \ f I �� I E.Q. E.G. I T 1 12N\ , I ` I� YVJ 6NN L d . I I I I �I 411 + t �I I • I I I 0 I I 1 1 3"x6" 611 I I 1 ',d � 311x/11 � . d �J ° O I 1 6 11 . ° �� 611 II \/ 11 \�/ II 611 I IU I 1 4 11 14 in d •d -1 13n ► I In ► I4 II ► m ` 8 I 148 8 I 11 I I I #40 a` 11 I I I I I I 511 d e I1 I I I I 1 ...../- I 411 + �+ "x6„ 3 Glx/11 / 1 + + + + — m I I, —� s 511 3 11 is. . 111 ' ad n d lT PLATE # 2 PLATE # 3 PLATE # 4 PLATE # 1 ( I✓4"SENT I ) ( 1/4"BENT It) ( 1/4"SENT it) ( 1/4"SENT fit) • v v' d e }° a' 6 ,n I II I II ricou I� I 11 I II I2 I2 I II I it 0 a 12 I2 ° v. a. +in 4 in A H H H '1 *HHHH * H ,i • I II I lin � h I II I II 4– d ° 311x/1 II 11x/II 4"x4" 4° 12 T— + 1 _f_ 12 411 I2— 12 411 e 4111x411 k.� lJ + + --f— in ° d ° e e d • ,' , ,,: ,\1 4 iin X II1II If'f: � "f4 it/ 4 CO 4– „ ... r ., s, Iff' A ° a v ° dde v. ev II 11 a ”: + + ° I II II Iill 1 12-—I 1 \ ., . _,_„, ,„)•- s,, k----4^— IO'—Ig11 ---4---.1 10'—Ig11 —11----'d k-----4--- i 1O'—I1' -4----Id ���JJJ CCCJJJ T— re_ —► ►— II ,.�,'�^ titZ.qr'`��'p fir, III — I i. v 'r I11 511".111 l�' �— III I I 11 1111 11 411 411 _— 4" 411 �— l�, V 2 V 2 3I'-q$" / V CJ I _Ow- 5" 5 11 ....._ SHEET DATE SHEET BOTTOM PLATE # 2 BOTTOM PLATE # 3 09-10-13 ci"xq"x3/4" q"xof"x3/4" STEEL FRAME DETAILS SCALE BOTTOM PLATE # I AS NOTED a"x1O1'x 3/4" PROJECT 640 WEST SHORE DRIVE 15Y /MIMI= 2 FLOOR FLA\ FLATS FILE M.A.I. SCALE: 3/4'1: 11-0" II_011 SCALE: 1-1/2": 1L-0" ._ . . .. ., •^SOUTHOLD, N.Y. T_. .. , - _ , , ... . . , -• ,. -; - I )A%TII) 'I' 1II1N �411 Will' ' ,(yr1� , Stai 450:S E E T E 1E SUITE ,907, \ E '0- r 1 11123 '2 2 9' ...0:40 �������__ 1 i l i i i � L. 1 1 1 1 1 1 1 1 1 1 1 1 1 0 1 / \C , � I H II1 � I1 I � 1I11I11Iiiii riffailiiiiialialiiiiiii IIII I ! ' i 1 ---------------------- _L J _ _ L _ L -I- - T _ L _1.1 J _ i _ 1 _ L -I- �, ! ! I I I I I I I ! ! ! I I ---------------------- I'__1;_=_-_1-' ' ' ' ' ' IF tiLJiiLLtifJi _ 1 , It iI 1 � I I I _ I 1 1 II ! ! Nl w 2'<10" �too6 1=LboR! I I I JO 5T5 16 O.G 1 1L I I I I I I -- ------------------ ------� o� 1 ' ' ' I I I 1 1 NEW (2) 2"x1O" HEADERS , 0 1 1 i i j I I I 1 1 1 1 i i i i l I ---------------------------------1i:i:i:i: :i:i:i:i:i:i --�-I- --- ------------ ----------- : : :t: 1 \ - , 1 � 1 ! I I I I I I ! I --------- - --- --------- ---- :\\ ------ ------------- I I 1 1 i 1 i 1 i_____1_j _ i _ _ ---------1 \\;:// ---- - ---;91' _ _ _ LiLi_ri ____________________________________________________t ________r1/1:__ I I _ 1 I _ --1 -I- --I- -�-rt - __1 1 Illi j 1 1 I I ! ! --------------------------------- ----- ---- - - - -- -_ I I 1 1 i i ! ! ! ! ' ii ' i i ! ! ! ! ------ ---------------------------------T----4-------- �---�- - �----------------------------� -----tea--- I I -oI I ROOF I I I I I I --- ' ' ' ' ' I I 1h ' I 'iil 611W{�OD I1=Lo�RIII , ! 1 I ------- -------------------------------- ------------- -------- I I p 1 1 CP ! ! NE J011T5 c�i l6" d;.G. 4" 6" 1,1._ I COLUMN ! — ---- ------------------- 1 ----: 6. _—r�----------------------------V ------�—I--- 1II 1 1 1 1 1 1 ' l j I i l l l l l _,__� _ - - -, - --L-1- --- - - - - - - ------- oi - -----�-J i _ ZLij _I=I=--r =-*==I- - I 4" TEEL; TU ---- ------- ------ ---- ------ -_ --------� IF I 1- T 1 1 I I I I 1 1 I 1 1 _H c► -----z°------------- - ---------- ------- - NEw (2) 2x8 1 1 ! i _ !I l i ' ! \ 1 j ! I ! ! ! --------------------------- �-- - D� ---- - --- - --i-t------------------------------ -- ---r1-- 1 l- 1 n = -�-� 1 1 1 1 1 \ \ I I l I l I E.-- - � --r,--.----------------------------- -----moi1 1 ___________ _ _ _i_ 1-1 1 - --I I ►I I I ' H INEI" 2"�-Io oo>I FLcio II I --I __ - ' JOISTS � '�1 1 ��'� _ 16 O.G.1 Iii I 11 �, il� ' ' 1 1 1 1 I , , ' lir EW 2 2 xl0 HEADERS � I I I + 1 -------------------------- ______\__ -- � L -E - -I--- -��- 1 - ��T�� - L -� -7� J � � t - ' I I 1 I + 1 L I -I L I I L NEW 2"x6" WOOD FLOOR } _ I I !, ! ' ' ' i I i I 1 1 I i ! ! ! I 1 _ ii JO 5T5 16" O. . -- -----� I 1 1 1 I I 1 111 1 111 1 I ^,IIi 1 ' \ \ r 1 1 NEW 2"x6" WOOD FLOOR - --1 I I! ! ! ! ii� v 2' 2'' JCISTS ® 16 O.G. I � ��� II I GARASE ROOT TRA"f I \� P A\ SCALE: I/4": I '-O" = RS-E =�OOR ( RONT) =RA`s I \� FLAN SCALE: I/4": I '-O" SI��O\D =I OOR � A�I �\S FLA \ SCALE: 1/4": I'-O" II II I II I - I N 1 1 1 1 1 I I I 1 1 ' - t -- ---:_-_-- - — , _-_---4-1-_ - 1 - - ---7--- I I I II ____ 1 I __ i - - - 1--- I I 11 - - = 2A' 1 I 7! ij 1 I i 1 i :I- - II I ! I ! ! I I I II� I- __U_--�- - ---L-- --- - -�- I. FIRST FLOOR - SOLID BRIDG1N 1 I I 1 GAT EVERY OTHER JOIST SFAN. I I I ! 1 I l I II I N _-_-_-_--- 2. ALL FRAMING EXCEPT FIRST FLOOR TO HAVE SOLID BRIDGING. -- I�_____ i 11III 1 1 , 11 I I 1 1 I I I I OI I !! I I I I I ------+-�-- --- -- I -- 1 1 ----- --- ----- -- 1 1 1 I 11 I I I 1 1 ti 1 I-i l I I I I ! ! j i H-----------�f� 2' �r �- - }- �-- -r I I , I I �, I I I 1 I I I 1 I 1 1 I Ir-�---1 I I 1 I _ -1 - 11 u----- ;-------- - �-I---- -IN I _ ' --1--r---__ 1 1 1 I I 1 �_- L-===---- I I I I 1 1 -- l li �� AM BEA>� ___,_.__- �--=I=_= I - L _- _-�j�= I 1 I � - - � � ° I I k' I I I I I I �_ x I IC�LUL == 1 11 __1 1 . 1 I I I I _ ---�'-===y===�" --1 rt - - -_�----r- rt I I I 1-- iII � 1 , 1 1 1 1 I 5 II it I j I I ! ! ! ! j II I �! --- �-1 i I L--- - 1 1 ---- ry-------------- 1 1---- I II + I I 1 L______IT_L_ I I a--r rr X �I�—I- I1 1 I I ! ! I I 11 I i NEW 2"xl2" wOOD JI15T5 © 24" �.G. ( 11ill 1 1I 1 I ! I ---I I - /1----_i___ ---I- ____--- < --------------I-I---- ' I ► I I ! II 1 ! r -' u z1I jIIiII I I 1 NEW!211x1211!W0012 LISTS\@ 24 I 1 1 --1 1 I I 1 ! 1 1 _____+- H I�_ - - ' - - - - - - - -I- - - -'- - J I I I I I - - - 'I I !! j1 ! ! I 1 I I ! !H;(.11.' 1 ---7 r- ' ' I I ---I -- 1 1 ' I 1 ► _ !a I ----- i I I ! ! I ! _ 11 ;.. � I r t--r I r =1- - - - _ 1J --I -+ -N N 1I I I I ! I 1 1 _---_r , I I i I I ' , 1 I I I , I I 11 i i ► I I i N 1� III ____ I I X ! 1 1 I I I I 11 1 n ---t T- ' i i I I I - -!-- I I----i-h---i- -TIN I I I ! 1 I I rnil ___-_�I - 1 -i 1 _ - -�- - � �, 1 _ ' I I ! i ! I ' I rnll III ---I-I-- j j_- _L i I ____I -H _ _J� i i 1 I ! j ! RIL_______LII - 1 1 IIIII 1 1 I i 1 _ 2. III I i I I I 1 i I II I ! t� — I I i I I I I1 --1-1--- 11 I -----�`� ! I I ! � I I I I I I _ --� _ -1--1-- -I I I 1 i I------It-i- I � � I ��-_ 1-j I I I ! ! i j I I --F`r-_r 1 II i I i I I I 1 I' - 1 -I - 1 1 1 „ 1 1 i 1' I . 1 1 I ' ' �__ == 1 I I I ! ! I j 11 I I I I I _� 1 _ I -6 --t 1-- 1 �Y+ i 4� I 1 1----I-� I I . 1 I- tr : �I ' I 1- q I I IIE__I i i 1 I I I 1 -F . ,..9 ,b, 1 1 ' 11 1� 1 ' � 1 , ,. I 11-1 I I ! ! ! I ' _ L-__:- -II�_-_ � _ I --1 � _--�-� _ _ � y :____4. -- - � ,�,: .,� ��5,�� ���� .v�� - I II I ! ;al_ - _ _I _ _ � _-I =_ __ __;�==J IL ' _ _ _ _ - - - - - t=-T-1 I T------ T ��� ` - �_ - - -�- -r I I 1-I !! Q \\:' `� nr� ,�� ,C` , \--4 ' i t I I I 1 i 1 I II II I , i '' I N NEW 2"x12" WOOD JOISTS @ 24" O.G. "1 i 11 i! ! i ' SHEET DATE SHEET FRAMING PLANS 09-10-13 SG?�LE ROOF FRA� j I �� � �y� I AS NOTED s 5 I" I� PROJECT 640 WEST SHORE DRIVE SY M.A.I. S I R�� FLOOR ( RO\T)ROQ I \� �A\ SCALE: I/4": I '-O" SCALE: 1/4": I '_O ' PILE .Y )AVI1) 1,111t =1.1t ' t( IIiT ' �r � A= yr � 450jSEV.ENTH.AVENUE . '9073-, E O 0 2$ 212 59 70811;. + ! ROOF FRAMING MTS MTS / , MTS ROOF MTS ( EVERY JOIST g REAR ELEVATION) 5/5" PLYWOOD SHEATHING FRAMING SOLID BLOCKING ® CANTILEVER ROOF / •••• IL HUG210-2 Al/ 1, -1 li 1 / - _ 1------'- -I -I --s -1 1 -1 1 / 1 1 5/5" PLYWOOD SHEATHING E. eitv IV s'�4 Oi ' O.y ' II, HUC21O-2 '+eyes 4* • y. CS16 STRAPS 52" O.G. Plol (RIGHT 4 LEFT SIDE ONLY) .140 41 STEEL FRAME 4 CONNECTIONS .44.4• I•0i�'4•4i, AS PER 5-2 ..44.• $���. i`���ee E E 14..ij / 11 410* /".i.• e t , t 4 t t t t t J _ _ _ - ,_______ �"-- �� g" ANCHORS g 48" D.G. /\JEST E EVA ION (WITHIN 12" OF CORNERS _ SCALE: I/4": I1-0" 5/8" PLYWOOD SHEATHING 4 END OF SILL PLATES) NO TI F E_EVAT O \ SCALE: 1/4": 1'-O" • MT5 (EVERY JOIST @ GARAGE FRONT) H I&H 1A1 IND STRAF I NO AND CONNECTORS NA I L I NO SCHEDULE THESE DETAILS HAVE BEEN DESIGNED IN CONFORMANCE WITH THE "WOOD FRAME GONSTRUGTION MANUAL (ANSI/AF4 PA WFGM -2001)" WIND SPEED OF 120 MPH CONNECTION NAILING y C516 STRAPS 52" O.G. I L JOIST TO SILL OR GIRDER, TOENAIL 3-ad (RIGHT 4 LEFT SIDE ONLY) 2. BRIDGING TO JOIST, TOENAIL EACH END 2-8d LATERAL 1RAM I N� CONNECT I ON (TABLE 2.1) 3. I" X 6" SUBFLOOR OR LESS TO JOIST, FACE NAIL 2-Sd BASE TOP OF WALL 4. WIDER THAN I" X 6" SUBFLOOR TO EACH JOIST, FACE NAIL 3-8d HUG210-2 HUG210-2 - 2"X6" g 16" O.G. (USE 1.33 MULTIPLIER) ' 5. 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-16d - tip'$. ° 4$ :4.. 5/8PLYWOOD FOR 10' WALLS 151 P.L.F. ei�' '�ei�' SHEATHING 6. SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL 16d ® 16" O.G. 4$4 �� (151) x (1.33) = 208.8 Las. (SUCTION) . 44 SOLE PLATE TO JOIST OR BLOCKING, @ BRACED WALL PANELS 3-16d PER 16" �i4'? `�!4,� 5/5" PLYWOOD i.44,�ai'ei SHEATHING 1. Wre4. TOP PLATE TO STUD AND NAIL 2-16d '08'�'.i�' 8. STUD TO SOLE PLATE 4-8d, TOENAIL OR 2-16d, END NAIL UFL I FT CONNECTION LOADS (TAELE 2 .2A) `r t t t ROOF/ CEILING DEAD LOAD @ 10 PSF GI. DOUBLE STUDS, FACE NAIL I6d ® 24" O.C. t t v ... ROOF JOIST SPACING 24" (USE 2.0 MULTIPLIER) FLOOR JOIST 4 WALL STUD SPACING @ 16" (USE 133 MULTIPLIER) 10. DOUBLED TOP PLATES, TYP FACE NAIL I6d ® 16" O.G. t I f • DOUBLE TOP PLATES, LAP SPLICE S-16d 5i ANCHORS 45" O.G. ANCHORS @ 45 O.G. 12' SPAM = 1801 II. BLOCKING BETWEEN JOISTS OR TOP PLATES, TOENAIL 3-ad \ / (WITHIN 12" OF CORNERS (WITHIN 12" OF CORNERS 24' SPAM = 306 GARAGE SIDE_ �_L E X A T I O\ 4 END OF SILL PLATES) 4 END OF SILL PLATES) 12. RIM JOISTS TO TOP PLATE, TOENAIL Sd g 6" O.G. ROOF TO WALL OF BEAM 18Q x (2.0) = 375 LBs. 13. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d SCALE: 1/4": 1'-0" S A ASE F Q\T E L L V /� T I O\ 506 x (2.0) = 612 LBs. 14. CONTINUOUS HEADER, TWO PIECES 16d @ 16" O.G. ALONG EACH EDGE SCALE: 1/4": I '-O" Y l`� WALL TO FLOOR TO WALL I8ct x (1.33) = 251 LBs. 506 x (1.55) = 401 LBs. 15. CEILING JOISTS TO PLATE, TOENAIL 3-8d 16. CONTINUOUS HEADER TO STUD, TOENAIL 4-Sd CS16 17. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-I6d CS16 OUTLOOKER UFL I FT LOADS (TAELE 2 .2C) IS. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-I6d OUTLOOKER SPACING OF 24" O.G. I . RAFTER TO PLATE, TOENAIL 3-ad : UPLIFT LOAD OF 144 LBs 20. I" BRACE TO EACH STUD AND PLATE, FACE NAIL 2-Sd ° ° 21. 1"x£3" SHEATHING OR LESS TO EACH SEARING, FACE NAIL 2-Sd ° -RI:- 51 LL FLATE TO FOUNDATION (TAELE 3.2A) 22. WIDER THAN I"xS" TO EACH BEARING, FACE NAIL 3-8d ° --,!_t7,- FOR i7- �o FOR A 2 STORY BUILDING @ 52' LENGTH USE MINUMUM 7 5/5" BOLTS 23. BUILT-UP CORNER STUDS I6d @ 24" O.G. ��/ , ° ar'llft,.�i 24. BUILT-UP GIRDER B BEAMS 2Od @ 32" O.G. ® TOP AND *� •�'� to, 001• 04 BOTTOM 4 STAGGERED 2-20d Arai/� ® ENDS AND ® EACH SPLICE PI M INVERTED HUG210-2 (SIMPSON) , 25. 2" PLANKS 2-I6d @ EACH BEARING 1 5 -�� ' 1/$ Min. 1 II (tYP ) \ _ i/ 26. WOOD STRUCTURAL PANELS AND PARTICLEBOARD. "i 1 SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING)(I"=25.4 mm) ° At: • H2.514 '� /1 Num 1/2" AND LESS 6d (5) ° :, MTS MTS sem, ire,`\ .,7,'-',:-"; - t `, I�i/32" - 3/4" Sd (4) OR bd (5) ° H 2,5 A fe ir% MTS " t^ ` { 7/a" - I° ad (4) ° r MTS 4 .L, 11/8 - 1 1/4 10d (4) OR Sd (5) ° - ..- = , , '`;, ...4 • ' '11 COMBINATION SUBFLOOR-UNDERLAYMENT (TO FRAMING)(I"=25.4 mm) e ° • 'o ki `*' ' f) 3/4" AND LESS bd (5) ° • • /,:vel' /0'. ' 1 I/8" - 11/4" 10d (4) OR ad (5) w`rte® (�+ 21. PANEL SIDING (TO FRAMING) '..4,/ `� 1/2" OR LESS 6d (6) SHEET STRAPPING & FASTENER DATE SHEET 5/8" 801 (b) _ _ _ 09-10-13 28. FIBERBOARD SHEATHING CSI 6 7 .SA V4I T H T T E\ M I A\C H 0 R v Ts H J 1 2 0 - (51 \v" SO\) DETAILS SCALE 1/2" NO. II GA. (6) AS NOTED bd. (4) NO TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE PROJECT - 4 NO. lb GA. (a) 640 WEST SHORE DRIVE sY M.A.I.20/32" NO. II GA. (8) ad (4) SOUTHOLDILE , N.Y.N. . NO. 16 GA. (a) )jT ) I' M. ERIUntll ( �t; 29. INTERIOR PANELING 1/4" 4 d. (10) 3/8" bd (I U 45I4E E Ti A E 1 E,.S ITE 1907 .. EW ` OR' .Y.4'0 '23 (212)'59•-0840' SOUT�IOLD � Y NEW BULKHEAD WALL 2015 HIGH WATER LINE O� nC) --- -s‘c) 1 �---- -- --- ; 20', .A 0 8 SOLDIER PILES i ,`0 18 , - ...... ................j.....0.,.......,.,..,\_ , ,,, r 1 A Ir ,.�' ���I, • I I�6 .1 �� , -� �,� r.1 c. s1L_ tl:ti � }�,. ----�__ SHIPS LADDER I 14 1 Io' l' I -,,,4,„,ILz __ -Searil = ' I;1, I , 1 I ELEV. •7 7' ( ----------- --- Ilk tJ `' �_IMO �� /�////��i ii . ELEV. -L7' �_ I� • '� j1 At �A !I I II ///////// ////T///////%%%%�/%�%%i!�/,/�//r/i 500 O ' �� _-i'r ,,��� 500 -O EDGE OF ----- ---.7- _7_-_-::-_:T=.7_-:;,,-.. �yIIP iPliij= 10 �■i'sSi, EMBANKMENT -_10 - - -_-_ - NEW WOOD DECKe SO ,:_te- I a`' -- - = 6- 0 0 I21_�II 31 0 nm� ,I� 'I:r 1 y:< 12 I i I1 I _� -_ -rte s' _ie - _ ----- N--r ® ! Ib, . .. -�. EDGE OF % (1i -"_�� WEST SHORE DRIVE `�� 'EMBANKMENT V '� , • - 1 ---�- -- . 14 ---- — ----_;� \s '/' r 0 1,1= 113 �.. WEST SHORE DRIVE THE INITIAL 10' AT THE ' ¢tom NEW WOOD STEPS 4 Y - ,1 -- [ �) ' ' /- +'? .v\r•V"+`e'v�'iL °•Vt:'+�'••_r° i\t::v \'v`'�•[•is�`'� �`', I ``'1 `1.r' TOP OF THE EMBANKMEN \ ', "- L's m,;-,�,:<.:3:v.•r;:%a,i,:„:•A ;)r.'1'..‘"On:w_ \•••°"On,..„ ��� RAILING �� I� i� 16 r � 1, NEW SHALL BE PLANTED WITH - ISI 114 �� 0 0 A {"= INDIGENOUS PLANTS IN ; I I ��,_ 1,,. /,1v "''� -�_ COORDINATION WITH THE I ; I -- _ .. __. .. 10' ' %1 ` "" ""' '1 INDIGENOUS TOWN OF SOUTHOLD , • L 0 C) ' EA '. , , , ;'4- / ,,. t --,•ie- A-7- %.72-; , 1 ,, 17?-- •wrAt 0 01o c."-1\, CO tA :,4r. 01r- 0 _,, I ; isf ;--11),, . . . aoi . 13 Ili 4" DRAIN PIPE , �. . .+ \//_,,,--,r1_,� 1IPTZI I1 =`, 4,1,:"- !� , ir NEW • _. ,"I,. i ----,', 1 , 1 I --, ill , `' A - :,t DRYWELL ,_.1 >� � r r M 0 I 1 ,I4 J� i r ..' `ti.sT ,�' �A'L s.!!1't rl 011 Y6 -.P 0 0 \��//// b to L /it ; ; v O ,/I, 1,1 ,, " I • i LOOSE LAID TILE WITH �' OPEN JOINTS FOR _-��' s' ---16---- _ PERMEABILITY =or �� _ 1 J l 1`��—----------- --_� ---� A'- .-/,1- 1, 11, .AL �y. , �Ay� -1- eto- v %1i- _ ';: !IIT O I)1a 1 "" � I , '� � -40 �1� ,�'- It4 - otk. I /,l In A - /,1 _V- 0 '1!I'%- OI CELLAR EL +11.2 -n' `'r -L. 0 yl �'S.;-V3i 1st FL NORTH EL +20.1 € ;� ' /1' ryk= , 37, r� --, 1st FL SOUTH EL + 11.5 i I 4� f0 1 1 17 1 1 I , '`�1 VO, , , ,.. ,., , sin ' LOOSE LAID TILE WITH :��; ill 1 , 1 1 OPEN JOINTS FOR _ ' S . I I RECONSTRUCT PERMEABILITYI 0' I ENLARGE EXISTING La 0 0 -V fi i4 1 I ,16 ONE FAMILY -�� Y , .r* -A: ,� RESIDENCE 1 0 ?� =i� `,, !API"' ' �� :�, O 1 ' .� IIh O ; I ; ® Il la or 121 , ,,4 ► . mo Or 1c 0 0 I0 0 DRYNELL (SEE DETAIL A-4) IC) fri- 11 ;is ; 41 k 0 lig ci,k. 1 , , 11: I o O A✓' 1 I \. ._ I 1 , 1 ^ „ ,��, I0 EXISTING BULKHEAD ERPI ti y 1 21^: ; I LI) " HVAC------- ,- WALL $ SOLDIER PILES ' 1 I /UNITS TO BE REMOVED ; NEW♦ iI " ) ' STOR " - IATER FLA `< CONRET _ - DRYWELL ----� 60.15s � C�'ssasA 17/2 ,\- rI J I PAVING . - _ / (SEE DETAIL A-4) „ „ _,..._7 7NOTE : SCALE I” = 60' MOTE j ; I — 141 — j ,i� ,,�_ -- �— REDUCTION OF EXISTING STORM WATER SITE IS OUTSIDE OF ALL FLOOD ZONES AS , , , _, ' ck ''' ' __\ Pr ---- `---- ���--__ _ RUNOFF BY PROVISION OF 4 NEW DRYW I 1 GARAGE , ELLS PER FEMA FIRM MAP r ' ' 1 '141 i5' �T T` '� 100' DRY SHALE AND FRENCH DRAIN AT THE f / ) ��� 1 ,� _ PANEL 16-7 OF 1026 SUPE I X H PATIO. --��\� r� MAP # 56105G016-7HNEW CRUSHED I �, I ) STONE DRIVEWAY 0 I `\ ,J 1 STORM RATER CALCULATION I'' > ' y1 1 �s EXISTING • s; BACK STAIRS \ ThST HOLE DATA :f <^ I CV I "fir , TO BE DEMOLISHED 1 " RAIN =0.62 GaI/Sa..Ft. , 1 • j ) ; \ice/ • II �, 2 RAIN 1 .24 Gal/Sct.Ft. Cu.Ft =14 Gal . I ' OL DARK BROWN LOAM DEMOLISH EXISTING EXISTING I6 O 1 I FRAME RESIDENCE V//// SIDE ENTRANCE J1ML PALE BROWN SILT 14 - _ _ DOWN TO FOUNDATION �,,s DEMOLISHED W STAIRS TO BE MAIN HOUSE ROOF TOP SOIL SEPTIC �• 2,228 SF.x(I .24)x(0.15)= 2,625 Gal . STOCKPILE-..,,,_, I- TANK I SC BROWN CLAYEY SAND TEST HOLD 1 , 8 ., IN GARAGE ROOF r� �. • AIIIP I 6�2 S.F.(1 .24)x(O.of 5)= ��2 Gc;11. SP BROWN FINE SAND \ -�Yr'^ <7 `�J = .O' NOTE: O 1 A --/ CLEARING LIMITS NOT 0 EXISTING PATIO( OPEN JOIN TILE) I O.�l `� O .� SHOW ONLY ONE TREE r- GARAGE TO BE SP WATER IN BROWN FINE SAND OI i =Jz, TO BE REMOVED �� DEMOLISHED 480 �J.F.X(I .24)X(0.�5)= 416 Gal. I I ' SG WATER IN BROWN CLAYEY SAND ,~ °� • I i .--:.- --^ CO ;Vi , m �•� I ,z�.-I _ DRIVEWAY 12 `' °. �_,,� ��, (A" �J�-- EXISTING o 1,020 S.F. x(I .24)x(O.015)= 885 GaL. .,_ r`` :SHED TO BE I� _I *OF�� DEMOLISHED 1 �` i, .� `, 1 1 d E k LEACHING POOLS Li SW WATER IN BROWN FINE TO COURSE SAND A . , I TOTAL VOLUME FROM IMPERVIOUS COVER \\“(:)__\ y�;..-,.� / 1 - -.�---'t r� 2,625 Ga 1+-7012 Ga 1 .+416 Gal. + 885 GaL.= 4,-118 Ga 44) n.,�_ /' O , v , _ 1 i ,,, A(Iw1n1 - —% — •ill1 �'� FOOT PRINT OF 8" DIA DRYWELL 0 4' •.04-' A_;,`� 50.24 S.F. NOTE THAT WATER ENCOUNTERED 10.-7' BELOW SURFACE EXISTING ,s E. TREE W TER SERVICE O • , TO BE VOL OF DRYWELL 4' DEEP = 200.016 Gu.Ft> TO REMAIN I s s' DEMOLISH SHEET DATE SHEET S 1 200.016 x -7.48= 1,503 Gal. 09-26-13 TEMPORAR WEST SHORE DRI �� TOTAL DRYWELLS = STORM WATER & SITE PLANS SCALE GONSTRUGTIO / ENTRANCE Y � 3x 1,505 = 4512 Ga I . AS NOTED ,, PROJECT BY 1111 ... 1D 5 -- _ - — • i 640 WEST SHORE DRIVE M.A.I. � \ 60.04' Us TAX MAP1000-080.00-01.00-047.001 SOUTHOLD, N.Y. PILE NEST SHORE DRIVE �. " PROPOSED SITE PLAN TAX MAP 1000-080.00-01.00-04 .001 � � 1 I% ) Z IV.1. lilt hI�I 1 t (1.J„ EXISTING �J' ITE FLAN PLOTS 6,7 ,S THE EASTERLY 10 OF PLOT 8 IN BLOCK B, ENTITLED T Jw 1 '� i r r r . SCALE 5/52 = l'-0” "MAP OF REYDON SHORES, INC", BAYYIEW, L"1., N.Y., IN THE TOWN 01= NOT TO SCALE 4 I ' � 9, ' SOUTHOL , SUFFOLK COUNTY, N.Y." AS MAP 631 "SEY E T ,AVE UE S ITE 907 Er' i - K ' 0 23 9�4-'r •40 I dr) NEW BULKHEAD WALL � :----------41------------ SOLDIER PILES I `� - - 60.15' II NII - _ - ISHIPS LADDER LOOSE LAID TILE WITH OPEN - 201-011 GRAVEL JOINTS FOR PERMEABILITY I EDGE OF I - EMBANKMENT SS --_ ___-----_ ELEV. 14' I ------ osos�$ ���� �� 1 Iflll II 0 6, ' ° a ao� °� ' � \ � \\ ` \ � ` 11V X11/\/ 1W 11Y \W� \ \` ® � 7��1 �' { i 104# 0 SHEATHING ELEV. 12' \/ /\/\/6°, °_o°s/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/� HALER / / / / / / /awe ,, / / / / / / / / / / / / / / / / / //. BACKBOARD /\/ / / / / / /\ /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\// I SOLDIER PILE FILL // // // // // // // // // // // // // // // // /\/�\// \-7111110M7.1.1111 / / iiiiiiiiiiii'4 ELEV. 7.7' \ /\\ \\ \\�\\�\\� / / / / / /\\�� 4" PIPE ' \ �' I ally / \/\/\ FILTER CLOTH, \/ /\/\/\/\ ---_,..., \ / / / / / / / / / /' SOLDIER PILES L----------- ---------- ----- - - - - J BOLTS j- I i' 4/%�TI„ ,\„, \/��/��/�\/�\/\�/\ G FLAN NEW WOOD STEPS FROfi OSED FLA RAILING I — I \\/ //\\j/\\j/\\j/\\j/\\j/\�j NOT TO SCALE WOOD DECK //\//\/\/\/\/\ I 0 a (lbSHEATHING !I menommilimmliimoim.- 1 '1 /\ \\\\ \\ \\�\ / HALER /\/\ ANCHOR PILE \/ , MIN NORMAL HIGH WATER \\' \\/\\/\\ 7/-\/\\/\\/� FILTER CLOTH / / \/ / / / / / / I ,ANCHOR PILE / / / , ''�' / TIE—RODS r----------------------------------------------------------------------------------------------------------------------------------------- / //\\j � / 1 % / / / / / / /\ BACKBOARD ' • NORMAL LOW WATER /\/ //\//\//\//\/ / / / / / / / /\ .6' E EXISTING BULKHEAD WALL 4 /\/\/\/\/\/\/\/ / /\//\//\//\//\//\//\// — _ ------------------77\-\/\/ \ \ \\ \\ \\ \\ \\ \\ \\ \ j _- -- _ 60.15 SOLDIER PILE TO BE REMOVED \/\/\/\/\/\/\/\/\/\i\i\i\/ // i\i\i\i\i\i\i\ FLAN DETAIL I 0 —_. _ _ _ / / / / / / / / / / / / / /V /ice/ / / // / ' j \\' !''!II' NOT TO SCALE ------ / / \/ // // // // / '0 (Q /\//VC7C // // // / T/B 1 38-5 \\\,/\\\\\\\\\\\,/\\\\\,/\\\\\,/\\\\\\\\\\\\\ , \7\\ ! _ SECT ION A '� A SCALE 1/4" = I'—O" j I ; / U-, <H-= A L:) 1::) ____--=--.- ------A _ S 1.0' E _ 11 EXISTING FLAN NOT TO SCALE WATER DUALITY BOTTOM WIDTH OPEN JOIN TILE �` 3�1 '1 / r s' / /X \/\\//\//;��`i �i%iPAGOG / \ SLOPE OR FLATTER ,4,,,,,.:,,,>/\\\.\\..• /� `8 g MA* / =.0 :41% • FILTER FABRIC j.�`;�``��i%O�``;�;�a % P° GLEAN GRAVEL PERMEABLE SOIL ° °° % ° FILL. \a« w!:aaa..�:.�..:.r ° •, :: FILTER CLOTH 8 •• .;:,: /\V/',.\ ‘‘ i. b" GRAVEL 4" UNDERDRAIN PERFORATED PIPE F R®N `� G'~ D EI A I L NOT TO SCALE MAX. POST SPACING DRY WELL INLET PIPE JZ7iRr SAAL \AL T SECTI ON V 6'-2" NOT TO SCALE 11_ MAX. (ON CENTERS) FINISHED GRADE 0 --Ii \ LOCKING CASTING TO GRADE (� < 5,1 SPLASH BLOCK . . . . b" FILL i • 4 1 '���/!!! , f 4 4 4' /4., i , y , IL \ r-. / ROOF LEADERORIGINAL GRADE \ /\\\✓\/\\\ I MIN2 MAX /\\/\' \//\/\/` CAP WITH LOCK FINISHED GRADE \/\/. \\/\\/\\i�\ �� /\\/\/\/i//\ I' MIN 2' MAX O CHIMNEY (Y Q CONCRETE COVER 20" b" CONCRETE d lL F- BUILDING WALL INLET // =1001===7- \, TOP -.— :./\� *% •._IIN ACCESS OPENING FOR ER C(� b'FILL MIN. 4' DIA. APPROVED \ _ _` _ ORI&INAL&RADE PIPE PITCHED 1/8"/I' / b�. f= W Z i// ❑❑❑ °°° \/ INLET MAINTENANCE ° ' ./‹'// .// '//< .//\\\ I'MIN 2'M CONCRETE COVER /\/ °� ()(ii /(y x Z4 ( - \-f-- \ orooDo Ili_ \ \ \// °°°°� °p°° \/- MIN. 4" DIA. APPROVED Y—T i `� OULET = - - - - —gip '\ 2o• 6"CONCRETE \/ °o°o o;° j\\/ PIPE PITCHED I/4' PER FT. O MIN. 4" DIA. APPROVED X v . v �/� �� .63� / FLOW BAFFLE ` 'fl — _ • PIPE PITCHED I/8' PER FT. Q --� 40=3= BACK FILL MATERIAL TO i j MIN. �11N. \\ / \\ s%. O \\�' PERFORATED DRAIN PIPE GRAVEL CLEAN SAND AND j� \i • _ 1 \/ §' •s r \\ FROM SHALE DRAIN %\/ I 8.0' I 1 / I./ 'I l 2'-1" ,—I„ v MIN. °.°.°� \/ \\ c f IN Z_o \\\ .. 8—V • BBACK FILL.MATERIAL E CLEAN SAND AND TO \/ 8.O' � /A�°°AVA��— �°�o°°°°°°°o�S °e°°" \ I Avw..--- - -''' &RAVEL . I / / / / / / / / / / / /--/\ ///.4 /..AVAVA _ -:°�VAVAV_ /\\/ WATER LINE (/- 7}s��� - y��\�(/�/ SEFT y��\� I // ' //////////i//i//i//i//i//i//i//i//ce //i4 b' MIN. PENETRATION INTO A TYF I Ai_ I GTAI „/ULAR SEFT \� TANK L I N� � T I J� �t ,,,' j �} 1.,)N\ \ / HATER LINE VIRGIN STRATA OF SAND /1,-&'"'..)' �' i' a b'MIN PENETRATION INTO A GRAVEL NOT TO SCALE NOT TO SCALE ¢ • C`+"` ''\ VIR&IN STRATA OF SAND< °' ' &RAVEL fit' ` 3' { a }K .fin` ,„,,? r��• . ,r r7RYIAELL DETAIL TYF I GAL LEAG-I NG FOOL ', OF-�,?-Ar' I " NOT TO SCALE NOT TO SCALE NHr , , 8 —6 el SHEET DATE SGALE SHEET ii0 SITE DETAILS 09-26-13 v TI I ' PROJECT AS NOTED S= C S 'STM � ETA — L 640 WEST SHORE DRIVE BY M.A.I. SOUTHOLD, N.Y. FILE TY I G,AL RECTANGULAR SEFT I G TAMC NOT TO SCALE HA. TI�l) �J" �1:,��J � ��1��� ����� ���►�� �' ' ' - ' -- I . 450 5EV`E T AVE E j 907. EW . OR 10121 21 ;504.05.40