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�o�gUE t 5/1/2021 P.O. G' Town of Southold P.O.Box 1179 o 53095 Main Rd ,bSouthold,New York 11971 CERTIFICATE OF-OCCUPANCY No: 41991 Date: 5/1/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 770 Old Salt Rd,Mattituck SCTM#: 473889 Sec/Block/Lot: 144.-5-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/14/2019 pursuant to which Building Permit No. 43393 dated 1/16/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with covered front porch,deck with outdoor shower stall, second floor deck,raised patio and attached garage as applied for per ZBA#7453, dated 1/21/2021. The certificate is issued to King,William&Joan ,L l of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0103 3/6/2020 ELECTRICAL CERTIFICATE NO. 43393 8/10/2020 PLUMBERS CERTIFICATION DATED 3/5/2020 rtu Pl mb' g&He ing A0 or ed 1(iAnature SOFFn���, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o. . SOUTHOLD, NY_ ��01 �asw 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#: 43393 Date: 1/16/2019 Permission is hereby granted to: O'leary, Joan 145 Parkway Dr Westbury, NY 11590 To: construct interior alterations (demolition) only to existing single-family dwelling as applied for. Additional permits/approvals will be required. At premises located at: 770 Old Salt Rd, Mattituck SCTM #473889 Sec/Block/Lot# 144.-5-14 Pursuant to application dated 12/20/2018 and approved by the Building Inspector. To expire on 7/17/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00 CO -ALTERATION TO DWELLING $50.00 Total: $250.00 Buil g 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: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 1-8-2019 New Construction: X Old or Pre-existing Building: (check one) Location of Property: 770 OLD SALT ROAD, MATTITUCK, NY 11952 House No. Street Hamlet Owner or Owners of Property: Dennis O'Leary; Co-executor Joan O'Leary Estate Suffolk County Tax Map No 1000, Section 144 Block 5 Lot 14 Subdivision Filed Map. Lot: Permit No. ate of Permit. Applicant: Winston Ely; Contract Vendee Health Dept. Approval: Yes Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ L) Applicant Si a re _Building Department Application -� OCT - S 2020 ;STV j�°����• A.UT]EIORIZATION (Where the Applicant is not the Owner) t residing at -720 101h Sk-/ k7d (Print property owner's name) (Mailing Address) 1T,C, do hereby authorize , 12 /'/ El (Agent) to apply on my:behalf to the Southold Building Department. (Owner's Signature) ate) (Print Owner's Name) Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.deviin town.southold.n us Southold,NY 11971-0959 y' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To, Old Salt Rd LLC Address: 770 Old Salt Rd city,Mattituck st: NY zip: 11952 Building Permit#• 43393 Section. 144 Block. 5 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: RJ Corazzini Elec License No: 33419ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heater 2' Duplec Recpt 67 Ceiling Fixtures 10 Bath Exhaust Fan 4 Service 3 ph Hot Water GFCI Recpt 13 Wall Fixtures 28 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 49 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceding Fan 1 Combo Smoke/CO 4 Transformer UC Lights 14' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 55 4'LED Exit Fixtures Pump Other Equipment 2-DW's, Micro, Fridge, Mini Fridge, 2'- Plugmold, W/D, Hood Notes: House w/ Garage Inspector Signature: Date: August 10, 2020 S.Devlin-Cert Electrical Compliance Form As Tdeptione(631)765-1802 P.O.Box 1179 Rar(fR117fi Q. 09. Southold,NY 11971-0959 BuapiNG DEPARTMENT TOWN OF SOUTHOLD MAR — 5 2020 CERTIFICATION " Date; Building Permit No. �3 Owner: 011jJ 'rlvnl S',�-t-� �Lp,�� L.L-G /(Please,ppiint) _ Plumber: - �.• �c� �m�%M1 e—C( -�-�-'t'� - (Please print) I certify that the solder used,in the Water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this 2-0 " day ofk—& , 202 CHELSEA L. CHALONE ,Notary Public, State of New York Registration#01CH6287106 Q.u�lified In Suffolk County c6j hiIspion•ExpiresAug.5,20 24 Notary Public comity,' �` 1� �aOF SOUIyO h� l0 # * TOWN OF SOUTHOLD BUILDING DEPT. lou765.1602 INSPECTION- - I FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND ` [ ] INSULATIOWCAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ]- FIRE SAFETY INSPECTION [ ] ,-FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAI ) [ ] CODE VIOLATION cj I PRE C/O REMARKS: ✓orm; wa 1 DATE INSPECTOR }� OF SOL77o L ' UTyolo i * # TOWN OF SOUTHOLD BUILDING DEPT. �ycou765.1802 _ INSPECTION [ ]- FOUNDATION 1ST [ ] ROUGH PLBG. [ ] -FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ]- FIRE SAFETY INSPECTION [. ] FIR&RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION - ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE ? l INSPECTOR l / T / ,oF souTyo — # # TOWN OF SOUTHOLD BUILDING DEPT. courm N 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG.- [ ] FOUNDATION 2ND [ ] SUL-ATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ]: FIREPLACE & CHIMNEY- [ '] FIRE SAFETY INSPECTION [ ;] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)- [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: t Yptvw\6v----) of CPl 3 7U9 ky[As, f�-.d IV Ian, Ail DATE- Y LO ,INSPECTOR � a ' %f so H 3� # # TOWN OF SOUTHOLD BUILDING DEPT: �`y�ouxn 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [- ] -.FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ .] FIREPLACE=& CHIMNEY [ ] FIR E.SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] .-FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: "of 0 ig t P9n=aM99f7o- 0 L ov ® u-r L- `T" ! A-(-,C, Ad ® � a-12- Ara �-�- DATE / 2,0 INSPECTOR Rating Certificate ' Home Energy g Property HERS-' Old Salt Road'L-Lt MAR 2 9 2021 Rating Type: Confirmed Certified Energy Rater: Michael Fauci 770 Old Salt Rd Rating Date: 2020-03-06 Rating Number: MC204 Mattituck, NY 11952..__ ;:<<; Registry ID: 436371642 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 60 Heating 76.6 $1521 62% General Information Cooling 3.3 $162 7% Conditioned Area 3149 sq. ft. House Type Single-family detached Hot Water 12.7 $249 10% Conditioned Volume 36389 cubic ft. Foundation Enclosed crawl space Lights/Appliances 30.3 $511 21% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 122.8 $2459 100% Water Heating: Instant water heater, Natural gas, 0.95 EF, 0.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 13.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 125.00 CFM25 2015 IECC UA Compliance Ventilation System Balanced: ERV, 150 cfm, 275.0 watts. 2015 IECC Performance Path Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat NA Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-42.0 Window "104< C: 0.300 Above Grade Walls R-21.0 Infiltration C 50Foundation Walls R-0.0 MMeO 1'1Energy Testing Services, LLC. Lights and Appliance Features 1648 Locust Ave Interior Fluor Lighting (%) 0.0 Range/Oven Fuel ural gas Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 709 Clothes Dryer CEF 2.32 Fax# Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v16.0.1 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. r Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 770 Old Salt Rd City: Mattituck Builder Name: Old Salt Road, LLC Builder Tracking# Combustion Appliance Zone (CAZ)# 1 of 2 Location of this CAZ: Garage (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2020-03-05 Outdoors Temp During Test: 43 °F CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No Z Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eatil22 System- Primary: Yes❑✓ No❑ Tvue: Furnace L_.l Boiler II Heat Pump a Other❑ 1. i" yentinewTyye 3 =Dia 1 S_iSn IIaQe,_ illa e CO , = CD.'; E E tcien •Fuel�TvUe-, - - - = Circle T e ascal ffoiist Cdse `: alurdl. orsl Case aturdl Rating:95.0 NO PE:1 OQEF1 N[]NO l❑s_Z NSA Pa. Pass❑✓ Fail❑ Pass❑✓_Fai10 N/A PPM NIA PPM Yes ❑✓ Tie: Standard Tank❑Indirect Tanuess El Size: 0 0 Style Common Vent Water-Heater ` Primary: 4 No Instantaneous ✓❑Commercial (See Nbe Note 5 low) (Gallons) Stand Alone ❑✓ s Venting Type 3 Drat. Spillage,ills e'' Spillage atural CO COQ` E cten' ;FuelTypea - — - - - _ (Circle Type), (Pascal) (Worse'Case), _, (Worse Case), (Natural) EF: 0.95 N_❑✓ P❑O❑E.❑ N❑M❑S Q✓ N/A Pa. Pass❑✓ Fail❑ PassOFailF N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑No❑✓ Oven CO 3 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 2020-03-06 Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 770 Old Salt Rd City: Mattituck Builder Name: Old Salt Road, LLC Builder Tracking# Combustion Appliance Zone(CAZ)# 2 of 2 Location of this CAZ: Attic (Use additional forms f more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2020-03-05 Outdoors Temp During Test: 43 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System Primary: Yes ✓❑No❑ Type: Fumace ✓❑Boiler❑Heat Pump[:[Other❑ I a. VendnP Tvne 3 -Drat Sin[lake', Sip[lase CO' ' �Co E cien Fuel.Tyye Circle"T e ' ascal orsiCase atural orst case atural Ratinu:95.0 NOP❑ODER NQN0MD S_✓ N/A Pa. Pass❑✓ Fail❑ Pass❑✓_Fai10 N/A Ppm NIA Ppm Water Heater Primary: Yes ❑_✓ Type: Standard Tank 01ndirectlEl Tankless ElSize: 0 0 Style Common Vent El No Instantaneous ✓❑Commercial (See Note 5 below) (Gallons) 4 Stand Alone ❑✓ T s a Venting Tvne s Drat Sip Ilase S_6itlkse(Natural) CO CO (Circ ' Efficiency Fuel Tvne le ." yep) -(Pascal). ,'� "(t3Worse-Case)' '- (Worsg Case),, (Natural) EF: 0.95 NOPOO❑E_E] NQMQSZ✓ N/A Pa. Pass❑✓ Fail❑ PassOFailEl N/A PPM N/A PPM Oven - Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑No❑✓ Oven CO 3 PPM I Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal z Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: ����' Date: 2020-03-06 N. J. MAZZAFERUZO, P.E. JAN 3 2020 PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Y", Consulting Engineer November 11,2019 , Construction, Estimating, Labor Law Page I of 1 Town of Southold-Building Department- Southold Town Hall OF INVEIV 53095 Main Road PP J. PO Box 1179 Southold NY 11971 0 LU Re: 770 Old Salt Road Mattituck,N.Y. 11952 o No 05'70 District-1000, Section-144, Block-5, Lot-14 Ate, "'OFESS101AP, Building Permit Number—43393 Inspection—Insulation On November 9, 2019, 1 inspected the insulation installed at the noted location. The inspection covered the interior walls and the ceiling/roof. The inspection results are: 1 —Walls—Insulation provided and installed by T&T Insulation LLC. Insulation provided rated as R-20. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. In particular Section R402.1.2 of the 2015 IECC. The installation conforms with the computations done by Home Energy Solutions included in the permit process. 2—Ceiling/Roof—Insulation provided and installed by T&T Insulation LLC. Insulation provided rated as R-30. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. In particular Section R402.1.2 of the 2015 IECC. . The installation conforms with the computations done by Home Energy Solutions included in the permit process. 3 —Floor/Unconditioned—Insulation provided and installed by T&T Insulation LLC. Insulation provided rated as R-30. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. In particular Section R402.1.2 of the 2015 IECC. . The installation conforms with the computations done by Home Energy Solutions included in the permit process. Result- The insulation installation as verified by the letter dated November 8, 2019 from T& T Insulation LLC, signed by Tim Tran, is compliant with all applicable codes and conforms with the Specification provided by Home Energy Solutions. (Copies attached) Nicholas J. Mazzaferro,P.E. H - E ENERGY Jf SOLUTIONS CONSER`dATION T14ROUGH EFFICIENCY r 187 East Main Street,Huntington,NY 11743 (631)673-0664 SPECIFICATIONSAND REQUIREMENTS SITE ADDRESS: 770 Old Salt Road,Montauk DATE: October 3,2019 CA�C ► �t 1 = P] CFCTIU�IRQiRE�VIEN'�`. : f THERMAL ENVELOPE SPECIFCATIONS ROOF RAFTER INSULATION: R-30 LDSF(9A OPEN CELL FOAM)UNVENTED ATTIC ABOVE-GRADE EXTERIOR WALL: R-19 batt in 2x6 wood studs(picture frame air sealing required) ABOVE GRADE GARAGE WALL: R-19 batt in 2x6 wood studs WINDOWS/SKYLIGHTS: U:S 0.26,SHGC:S 0.25 FLOOR ABOVE UNCONDITIONED R:30 BATT SPACE ATTIC,STAIR COVER/ACCESS Cover:z R-10 foam board or equivalent MATCH: ' MECHANICAL SPECIFICATIONS HEATING SPECIFICATIdNS: a-92%AFUE furnaces COOLING SPECIFICATIONS: Z 16 SEER AC equipment WATER HEATING: Fired water heater MECHANICAL VENTILATION: Mechanical Ventilation> 150 CFM >_One Energy Star bath fan with an electronic programmable timer OTHER SPECIFICATIONS INFILTRATION (BLOWER DOOR): <3 air changes per hour DUCT LEAKAGE: S 4%leakage for ducts outside of thermal envelope LIGHTING: 100%high efficiency lighting(CFI's or LED's) APPLIANCES: All appliances must be Energy Star certified .. :,rhe above insulation&mechanical specifications were used to model the aforementioned address to comply with TFCC 2015. The paperwork that we provide will reflect these specifications.Any modifications that we make to the insulation schedule will be highlighted above in re&Tease make sure the architect is made aware of any modifications before going for permits. Insulation values on the plans mast match those on the Compliance Certificate. ****INSULATIOM INSPECTION MUST BE PERFORMED PRIOR TO SHEETROCK**** .TAT INSULATION.-LM 4090,,WILLIAM,FL:OYD PKWY:.. (031)3994"0 ENS - - ?` .r,.,•_ :,;.,'. ,:;�a�,,•,�~,,, '�. ,;',"�,k, -_ - -= - �?^i+'`~'ice•,T—, -- - �1' 's-";' - :r: - -;c•- y;} - - •f' iFcarE,ol= ; s c > -r .� ra - TA T►o / -� -•'JOBiNFOa��~ ,.�.>°.•-- - ='1�+d_ �DATE�OF�lNS ALLATO .��„__ � • , -1-76`dry D'54-Yr-, A-9- _Y ++ATTIC`ROOFINC3 .. : ";.`"EXTERIOFtr1NALLS; w TYPE INCHES' ;,R:VALUE 'TYPE : INCHES' , R VALUE . x 0 EK'MIX-FOAM,--" :;. ;, .•- ±;`; Q oEk&L -FOAM CLCSED:CEL'LFOAM' ,;'� ,CLOSED-CEtL'FOAM ,• '"'Y' ;FIBERG1.ASSt 'FIBERGLASS r `CELLULOSE=`' `_ .._:,;.'''CELLULOSE , _. 'CRAWL .CELI:Ak'CEIL'INGw CRA LY' jE'. ,.`r. TYPE iNCHE$ R VAL`-UE~:TYPE INCHES -R=VALUE{i 'plfEN CEL:I ,FOAM, ,OPEIY'CELt:,�FOAN' ' _w ; ESL�'.: OM.CC05EASE COAM `7 .,Fl :FIBERG~LASS. "`,3 d CELLUI:OSE~ ,. ' - CELIIILOSE =--- BOXBEAIN BASEMENTAND'CRAWL SPAM - EIRE,STOP.,,CAULKEO TO,CODE' ✓ LL DATE OF INSTAIaAYION: .',;. Z::::? :,t 5 'FIRE$TOP BLOCKEI)TO CODE` °"DATE OF INSTALLATION: ,AIR'SEAL SUBSTATE;TO COQi; `DA INSTALLATION:=''j( Y'2D�1 CERTIFYTHAT-T[iE�RESIDEN�CEREFERENCED,ABOVE,WAS- , y " IIVSULATED'AS,PER SLGNED PROP4.4AL BY<SUILDERINOME-0WNEK'AND,THE'INS,TALLATION WAS C'ONDUCTED;IN CONFORMANCE TO-APPLICABLE-CODES-AND STANDARDS AND REGULATIONS: ' , _try , � __ �''_ ,a Y - _ _- - - •, - ri AUTHORIZED SIGNATURE N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer October 9, 2019 Construction, Estimating, Labor Law Page 1 of 1 Town of Southold-Building Department Southold Town Hall 53095 Main Road PO Box 1179 Southold NY 11971 ` r z OCT 1 6 2019 ` Re:770 Old Salt Road Mattituck,N.Y. 11952 District-1000, Section-144, Block-5, Lot-14 Building Permit Number—43393 Inspection—Rough Plumbing On October 8, 2019, I inspected the plumbing construction at the noted location. The inspection covered the interior plumbing roughing for the Drainage Waste and Vent System (DWV) and the Water Supply System(WS). The inspection results are: 1 —DWV—System was set up with head pressure per the IRC. Observed all drainage and vent lines. System performed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. 2—WS — System was set up with water pressure exceeding 50 pounds per the IRC. Observed all hot and cold supply lines. System performed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result-The interior plumbing roughing for the Drainage Waste and Vent System and the Water Supply System has been completed and is compliant with all applicable codes PSE OF NFA,Y r O icholas J. Mazzaferro,P.E. U�. AROFts s 10N P�" ig • • • �� • FOUNDATION ROUGH FRAMING PLUMBING INSULATION PER N. Y-. �► �► ENERGY .D �r Wall �o oil Ell g_l;Imwl-MEMO r I� r� -' ' y �► ,,; 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 n Planning Board approval FAX:(631)765-9502 5 Su vey Southoldtownny.gov - PERMIT NO.' Check Septic Fort N.Y.S.D E.C. Trustees C.O.Application Flood Permit Examined _ 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20 Mail to: Phone: -2,6 - Expiration ,20 JAN 1 4 2019 Built spector " ,1 7) + APPLICATION FOR BUILDING PERMIT - - TOWN OFSOUTH-— Date 1 1/8/2019 $20� INSTRUCTIONS a.This application MUST be completely filled to 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 buildiugs'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 to 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 taws;Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building,code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. f Sig"n`ature of applicant or name,if a cotporauoiij 507 CLINTON AVE#1, BROOKLYN,NY 11238 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electnciar5;plumber,or-build, Winston Ely(Contract Vendee/Applicant) _ Name of owner of pre ' es Dennis O' ;Co-executor Joan O'Leary Estate r ,r (As on the tax-roll or latest deed) If app Ls..a co o ati tore of duly authorized officer (Name and title Vrporate officer) Builders License No. GOLFO DEVELOPMENT CORP-#34507-H Plumbers License No. MESTA PLUMBING-#44809-MP Electricians License No. DC ELECTRIC-#4076-ME Other Trade's License No. ' 1. Location of land on which proposedwork will lie.done: 770 Old Salt Road, Mattituck, NY 11944' •. _ " House Number Street :,;n ', r`�' ''' Hamlet County Tax Map No.1000 Section 144 {Block/ 5 ' Lot 14 Subdivision Filed Map No. Lot, 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single-family Residence b Intended use and occupancy Single-family Residence 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition X Other Work X-SEE ATTACHED DESCRIPTION (Description) 4. Estimated Cost N/A Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor N/A If garage,number of cars 1 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. NLS /AA gg 7 Dimensions of existing structures,if any:Front 55 Rear 551 Depth. ,iJ7r Height 18' Number of Stories 1 Dimensions of same structure with alterations or additions: Front 55' 'Rear 55' Depth 69' Height 28' Number of Stories 2 "t / 8. Dimensions of entire new construction:Front N/A Rear Depth Height Number of Stories -- 9. Size of lot:Front 100' Rear 100' Depth 160 10.Date of Purchase In-contract Name of Former Owner Dennis O'Leary,Co-executor of Joan O'Leary Estate 11.Zone or use district in which premises are situated District 9- 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO X 13.Will lot be re-graded?YES_NO X Will excess fill be removed from premises?YES X NO 14.Names of Owner of premises Dennis O'Leary Address 97 Reni n Dr",W.ft.y,NY„s9oPhone No. 516-426-0927 Name of Architect Winston Ely Address 507CUmmnAve#I,emo",NY11238phone No 347-236-0141 Name of Contractor GOLFO DEVELOPMENT CORP Address Phone No. 631-375-4223 15 a.Is this property within 100 feet,of a tidal wetland or a freshwater wetland?,*YES X 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 X NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. See attached 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. See attached 18.Are there any covenants and restrictions with respect to this property?*YES NO X *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF_ 5 ) Ly being duly swom,deposes and says that(s)he is the applicant (Name of individual signing c Q ntract)above named, �/VL (S)He is the��n Q -I c-(,` , M14 �— (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 toTI� t of his knowledge and belief;and that the work will be performed in the manner set forth in the app lecation\( 1' G Swom to fore le ilii � �P OTAR Y '�yj��s day.of P' 73' N0.01 GU6078 923 _/ JJ2 QUALIFIED IN Ctl ASSAU COUNTY u COMM O pg-2 Mo22 � Signature of Applicant i' 08 PUB'-%r B`% OQ� N QF_ffE �� 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 Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined , 20 Single & Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 120 Mail to: Disapproved a/c '01 I Phone: '"'01 Expiration , 20 DBuildin Ins ector D g p D E C 2 0 2018 AlICATION FOR BUILDING PERMIT Date , 12/20/2018 , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit _shall-be kept on the-premises available for inspection throughout the work. - - — - e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a�Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or na , if a corporation) Lf_� 507 CLINTON AVE #1 , BROOKLYN, NY 11238 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Winston Ely (Contract Vendee/Applicant) Name of owner of premises Dennis O'Leary; Co-executor Joan O'Leary Estate (As on the tax roll or latest deed) If applica t is co r tion sig e of d ly authorized ff�x (Name and title of co rate officer) Builders License No. G O DEVELOPMENT CORP - #34507-H Plumbers License No. MESTA PLUMBING - #44809-MP Electricians License No. DC ELECTRIC - #4076-ME Other Trade's License No. 1. Location of land on which proposed work will be done: 770 Old Salt Road, Mattituck, NY 11944 House Number Street Hamlet County Tax Map No. 1000 Section 144 Block 5 Lot 14 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single-family Residence b.' Intended use and occupancy Single-family Residence 3. Nature of work (check which applicable): New Building Addition X Alteration X Repair Removal Demolition OthWWork $250,000 (Description) 4. Estimated Cost � Fee $50.00 (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor N/A If garage, number of cars 1 1 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front 55' Rear 55' Depth 69' Height 18' Number of Stories 1 Dimensions of same structure with alterations or additions: Front 55' Rear . 55' Depth 69' Height 28' Number of Stories 2 8. Dimensions of entire new construction: Front N/A Rear Depth Height Number of Stories - 9. Size of lot: Front 100' Rear 100' Depth 160' 10. Date of Purchase In-contract Name of Former Owner Dennis O'Leary, Co-executor of Joan O'Leary Estate 11. Zone or use district in which premises are situated District 9 1 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X _—_____13-,Will_lot-be-re-graded? YES - . - NO X Will excess fill be removed from premises?YES X-- NO -- 14. Names of Owner of premises Dennis O'Leary Address 97 Renison Drive,Westbury,NY 11590Phone No. 516-426-0927 Name of Architect Winston Ely Address 507 Clinton Ave#1,Brooklyn,NY 11238 Phone No 347-236-0141 ' Name of Contractor GOLFO DEVELOPMENT CORP. Address Phone No. 631-375-4223 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. See attached 1 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. See attached ` 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 'A A�S" CFD� L being duly sworn, deposes and says that (s)he is the applicant (Name of i vidual signing contract) above named, _ r (S)He is the reSi (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;l and that the work will be performed in the manner set forth in the application filed therewith. BLACVCWC3nD Sworn t before me th' oot�oRE Y°��` _ / p,RY plliaLlC STAp1E6��N�t73 day of 20 ' Re9tstratton�� s County Qualified to King 78th,2019 It / Commtss on Exp December � t Notary Public SignhCure of Ap 11 '# ag1"fl+•e�'//,h °y 11i��.�11p�_- r•"1.li ev e � ...�ip°rrT•�. "'� r"iit"~^ . .�yi"1-x.-.�I,< .,ivy. ,• I' �5"�'" ,'L-npll I 'eoil f�/f�s,-.- u..�,y"P9 ff'Oi di. y;;_�'°;^pON 1'f j~��,,: .�ggplpl ll°/a 'Y',h'NV11 Ifp+/�-� }� \x\�. Y�:1,'''r9 �_"ZtU'7)�^.�F,,.�"T' 2TG.�i��s.��'J&.'..CL�DSSTh.R',4'T'T,44'^..,2:^C.SLS,-: r "�'223.^7k',�'x`''...�k"s.,35�.^.'Ct27..,^T�'�"W.'''!�'�26___— e r — ' •• 1etR ^pppV1 n/l;°/j . BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK '_' PERMIT NO.9355 DATE: NOVEMBER 14,2018 l =r rte, y ISSUED TO: JOAN O'LEARY d PROPERTY ADDRESS: 770 OLD SALT ROAD,MATTITUCK SCTM# 1000-144-5-14 er AUTHORIZATION `°s< Pursuant to the provisions of Chapter 275 of the Town C '�de of the Town of Southold and in �fff✓% , : r airdance with the Resolution of the Board of Trustees adopted at the meeting held on November 14. 2018, anct in consideration of application fee in the sum of$250.00 paid by Joan O'Leary and subject to the Terms t, and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the A r- '�'x- following: ;=3' Wetland Permit for the existing 2,381sq.ft.dwelling with attached garage and enclosed porch on slab e,�± foundation; construct additions and alterations to existing dwelling for a proposed 3,143sq.ft.two-story ' SYSp dwelling consisting of demolishing existing front and back wood decks; demolish 94sq.ft.section connecting dwelling to garage; remove entire roof; remove existing chimney and install new; construct a w °`'• .''"" 221sq.ft.one-story addition on slab foundation onto eastern side of dwelling; construct a 191sq.ft.two- ;;;; story addition with basement foundation(for mechanical room)on south-western side of dwelling; construct a 763sq.ft.second-story addition on westerly side of dwelling; construct new roof on dwelling ,. and now 414sq.ft. detached garage; install 266sq.ft.of permeable 12"x18"cut bluestone patio with open eep.:• "r sand swept joints and stone reservoir below on the landward side of dwelling; install 1 036s ft. P J g> > 4 l= : (16'x64'9")of permeable 121108"cut bluestone patio with open sand swept joints and stone reservoir below against the seaward side of the dwelling; install 513sq.ft.of permeable pea gravel(with stone + _ reservoir below)walkways along the western side of the dwelling;widen and replace existing 716sq.ft., s 19'wide driveway to 24' wide using permeable pea gravel with stone reservoir below; install 204sq.ft. of o•�i p- permeable bluestone slabs set into grass with stone reservoir below on landward side of dwelling; install electric solar array on new roof; install a 41x12' concrete mechanical pad on the eastern side for A/C 1 e,p;°• compressors; install planting areas around dwelling; install a 25'wide and 3' tall wooden farm fence on � • e�Gino the western side of the garage extending to the western property line with a 4' gate;abandon existing septic system and install new septic system landward of dwelling; and to install gutters to leaders to , drywells,and in accordance with Chapter 236 of the Town Code-Stormwater Management; and as depicted on the survey prepared by Kenneth M.Woychuk,Land Surveying,PLLC,dated August 28, J 2018,and stamped approved on November 14,2018. y �. 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 the 14''day of November,2018. etl a_ 3._a ;qe'a' gL1FFOj�- +j (T�Yvt vv�-� r�mPe; z _ o nn Goldsmith-Absent e � ;".d� °!t ��oGw37�:cYv4�:1�,xa:,uYx';Y9fma„7,�i4E1u;?,S;. ic�iLus'G�iY.lJra'�.fs.:,fuu�7F';,,,a"7i�.�.'G,�i:'�ev:rgrs,r:•cm-��c_.-mktrrr.^: -rrt�Y:.rnt:':1 �, la '"�' 5.'"w+e:nLYlt7i3�CiT.ih�2dt:9dl�lu`"�2`%1J G&:..�Lf�ltiTGxa'/L'.Gir yam; �+ <�-.a. '�..�r.�i' �_' �, "•" �. -•. +, eti: ",�, .I/f a:l.a_ .Graff +9,4 v, - :;:I,Ie ;,;9s' Ila ee;:r'', .=:+II�.;:� �,''-�e+,'.+ e3J>-�•` _ o"".....`.'r - •''°°..4..;y erl.>:.,ter'. - •.+:. - `'uS-+,�?.'.• - :E+. _ r.k - Glenn Goldsmith, President ®� ®�j� Town Hall Annex A.Nicholas Krupski,Vice President ,`®� ®�® 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III Southold,New York 11971 Michael J. Domino CAP = Telephone(631) 765-1892 Greg Williams ®�� a® Fax(631) 765-6641 OWN BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD `" MAR 29 2029 February 18, 2021 Old Salt Road, LLC = - 18 Fillmore Place #2 J Brooklyn, NY 11211 Attn: Winston Ely " RE: OLD SALT ROAD, LLC 770 OLD SALT ROAD, MATTITUCK SCTM# 1000-144-5-14 Dear Mr. Ely: The following action was taken'by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, February 17, 2021: RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9355 for an "as-built" 879sq.ft. raised bluestone patio on waterside of house with a 27' x 16'3" outdoor BBQ 36" high in lieu of permeable stone patio; and a 5'x6' outdoor shower located on southern end of raised wooden deck; and as depicted on the siteiplan prepared by Sisul Consulting Engineering, PLLC, dated February 3, 2021 and stamped approved on February 17, 2021. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Glenn Goldsmith President, Board of Trustees GG/dd 1 QF S®(/�` Michael J.Domino,President , ��' �®• Town Hall Annex John M.Bredemeyer III,Vice-President °�® �Q 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski �. Telephone(631)765-1892 Greg Williams �,r°s g� ¢� 1e Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 13, 2019 Old Salt Road, LLC 507 Clinton Avenue#1 Brooklyn, NY 11238 Attn: Winston Ely &Tricia Martin RE: OLD SALT ROAD, LLC 770 OLD SALT ROAD, MATTITUCK SCTM# 1000-144-5-14 Dear Mr. Ely & Ms. Martin: The following action was taken at the Southold Town Board of Trustees regular meeting held on Wednesday, February 13, 2019: RESOLVED, that the Southold Town Board of Trustees APPROVE the request for a Transfer of Wetland Permit#9355 from Joan O'Leary to Old Salt Road, LLC, as issued on November 14, 2018; and BE IT FURTHER RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9355 to demolish the entire existing dwelling in lieu of constructing additions and alterations to existing dwelling with proposed new construction dimensions to remain the same as originally permitted; and as indicated on the site plan prepared by We Develop LLC, dated December 20, 2018, and stamped approved on February 13, 2019. 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 contact our office at (631) 765-1892. Sincerely, Michael J. Domino, President Board of Trustees MJD/dd Glenn Goldsmith,President- so Town Hall Annex A. Nicholas Krupski,Vice President ti 54375 Route 25 John M.Bredemeyer III P.O.Box 1179 Southold,New York 11971 Michael J. Domino Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 eou BOARD OF TOWN TRUSTEES `" MAR 2 9 2021 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE r 1797C Date: February 17,2021 THIS CERTIFIES that the demolition of entire dwelling in lieu of cpnstructingaddiiioirign-d I at`o s•,1&4, ftbs d,3,143s .fl tivo-sto dwellin gconsistft,ok—em—glishing existing front and se rid`decks�'dertii lfsit s .ft;3sccti6n ea nectin" div"llin "t--gara&f646ve entiii 'roof remove e iisfin 'chimng nd'insiallnew-, nstruct 4 22 s . gone= to itio .onr laib found 66 _cinLo e" tent side.o d*el irr ',tbtt liuct a l91's":ft.JAo-stga addition with bas ment f undation,66r meehanical' s_oam�cxn sc�uth��ir�sferti'siile af�i�aellin�,z'�:onstruct a 7,b3sd`:ft:'secand-story additicin'cinwesterly'�ide off" wel in •icon ' c-new.roofon d' ellin andrnow--4`I4s'.ft.�dethehed``araL- e i s 1126f's .ft.of errrieable l2" le cotbluego is " ,with o s and'swe t"ci3nts' d t ne reserrroir-below the l ` dar' d� ide- f wellin built 879s :fl:raise bluestc►ne' atio'c� ,ivaters`d f house with a '2'7"xl 6'1'°ouido r BB 36hi Y b°>S' "6'ciu door`s e rrei located o gggtfiern end of raised.w'laden deck install S 13s :'., `f, eabl ea reel iWtli'stone , e oir bel w J walkwa s along the•west6m side of Ifie'6yellin"k;w'ide'n and re lace 6dstin"k" 11,6s ,f; 19'wide=drie o 24'wide usin '. e avel wit t breev6ss in ss vthlesok n1 _ ea resew ir,belaw'ttn'lan cd- i e f'w llin li�sla 1 s 4' l2'c ncr te•nie banical vad'onA6-easkrh sld . f' A/C earn ressors• install "laniin gogg around dwellfiig- abandan,eiisting,septie s skm and i st ll iievv se'iia" `stem lnn'ftni`d ofdw6ltin -anilld install �utters°-jead&'s to'd m ells,and'in abcardaribe ,with.Chautex=!36 oftheTmwti 0ode-S'tormwater Mang9ji6t.; At.770 Old,Salt, ad:M;ttitircl Suffolk County Tax Map#1000-144-5-14 Conforms to the application for a Trustees Permit heretofore filed in this office Dated October 1,2018 pursuant to which Trustees Wetland Permit#9355 Dated November 14,,201&,was issued and Amended on February 13,2019 and Amended again on Februa1y17 2021 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 demolitiarl of month dwellingin`l eWof_ can "ri di'o acrd alterat%3 s=°dor ro or13.143s . .two-sto dwell'n`.c' srstin :of "deriroltshin +�2cistiin '.frnitt aitd�hack�rc�od deccks,demalish'94 .�.sectio eonrrectin- dwellin to ara e= ' remove entireidcif'remnovc existing ohi=64nd install nein,,constructi a 221'sq:f1t"one=stop addition on sl b undatlon•onto, ste side,ofdwellin •tco strucfa 1 is :ft,iwo-strr'. iddWo with basement. foundati ii(for chariical-room on soot -)cr tern=side ofdwell' ns ? secnd- " eddittnon -, aoffdwellin' ,'bdnct�riew r`bafnn d reltini t3; 4144 A.=detache X inkgll;266sqA.gff,por:mabJo 12"XI".°x18''cut m bluestone.Oa jig with opg'sand swept jof'nts'and,§jp—np reservoir below on the I I andwud side of dwellinj-,as-built 87- 9s'OJLraised We§tqne'pafi6 'Watersfde'd I I 7 fogge-with a� "if,-6,t �-q" utdoor MOW bi.Lhil��i6Qgtdogr:ghqWer located on- ,AO4-tl—i6tiz.ind'6f'eaised'wdod&iiAd'6ggg k-4nitW 51-396A qf�gMeable a graveJ'LWith,,,gq_n mse,—rvoir',,below�,yilk3kiy albhg'th6"itiifisW qf thi dW61IMS Widen andigplace ekiseing lt6sa-,fi...I.O'-,wide,ddi!oM,to,24'-miide using perme6kVea gravel withstone rgseivoirbelow , install 200A',ft., rineablobludstdoes—latLs-setihtdass wlihstene-jvgerv6irBelo wo I dw`aid s! l vv Ilia - ifis'Wf i'4'xl 2',condrete m6chiiitcat gad gii th6 eastern side fbfA& compressor-s-,insiall,planting areas around`-d-*v4ing-,abandon,existing septic Wpqj .and install_ ,ftdiv-'senfid systein landward of dwblling,ad-to install utters toleMerslo,dnmells,.and in ,jcgordAfi6e with ChWW 236 6f ILe Town C66-Startrivsrate Managemiant The certificate is issued to ktiltato&,Joan Kine owners of Ahe aforesaid property. ,Authorrzed'Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL COHSE Tl Division of Environmental Permits,Region 1 SUNY 0 Stony Brook,50 Circle Road,Stony Brook.NY 11790 P.(631)444-03651 F:(631)444-0360 www dec.ny.gov FETTER OF NO JURISDICTION TIDAL WETLANDS ACT Winston Ely 507 Clinton Ave.,#1 Brooklyn,NY 11238 November 19,2018 Re: DEC# 1-4738-03435/00004 770 Old Salt Rd. IMattituck,NY 11952 SCTM# 1000-144-5-14 Dear Mr.Ely: Based on the information you have submitted;the New York State Department of Environmental Conservation has determined that: The portion of the referenced property which is located landward of a functional and substantial man- made structure(a bulkhead)greater than 100' in length,constructed prior to 8120177,as evidenced on NYSDEC's Tidal Wetland Aerial Photomap#'70,6-538,and as drawn on the survey prepared by Kenneth M. Woychuk last revised ars August 2 ,201.8,is beyond the jurisdiction of Article 25('Tidal Wetlands). Therefore,in accordance with the current Tidal Wetlands,Land Use-Regulations(dNNICRR Paul 661) no permit is required under the Tidal Wetlands Act. Please be advised?however,that no construction,sedimentation, or.disturbance of any kind nay tape place seaward of the tidal wetlands jurisdictional boundary,as indicated above,without a permit. A is your,responsibility to ensure that all necessary-precautions arc taken to prevent any sedi ientation or other alteration or disturbance to the ground,surface or vegetation withial_Tidal Wetlands jurisdiction which may result from your project. Such precau tioua may i iclude maintaining adequate work arca between the Lidal wetland jurisdictional boundary and your project(i.e.a 15'to 20'wide construction area)or erecting a temporary fence,barrier,or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. In addition,your check#1203 for$200 is being returned with this letter as an application fee is not currently required for a jurisdictional inquiry. Sin fel R er Evans Regional Permit Administrator : sla cc: Enviroperznits,Inc. H W YORi{ De, ant of IVIHP o a r Fnvironmentai filenr��cun FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 13, 2020 TO: Winston Ely(Old Salt Road LLC) 507 Clinton Avenue#1 Brooklyn,NY 11238 Please take notice that your application in conjunction with BP#43393: For permit to: legalize"as built"raised patio at: Location of property: 770 Old Salt Road, Mattituck,NY County Tax Map No. 1000—Section 144 Block 5 Lot 14 Is returned herewith and disapproved on the following grounds: The construction, on this nonconforming 15,855.9 sq. ft. lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20,000 square feet in total size requires a maximum lot coverage of 20%. The plan shows a lot coverage of 24%. 4 1 Authorized �ig&ture Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. BOARD MEMBERS Southold Town Hall ' Leslie Kanes Weisman,Chairperson O��OF'S�(/ryOl 53095 Main Road •P.O.Box 1179 p Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �, y� Town Annex/First Floor, Robert Lehnert,Jr. • COQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento LYC�U South"old,NY 11971- , _ http://southoldt6v=y.gov ZONING BOARD`OF APPEALS " I // TQ .WN OF SOiJTHOLD YJAN L !/J� 7 202 4�f ' / lJyry F/1�7 Tel.(631)765-1$09•Fax(631)765-9.064 = FNbINS,DLYBEI2ATXONS AND D &IIl�TAT'YON , 1ViEETINa OF JANUARY n 2021 SBA FILE- 7,453 ; NAME OF APPLICANT: ®ld'Salt Ro'ad,LLCr " "PROPERTY'I,oCATI6N:;'770'0ld Salt-Rdad, Mattituck,NY ;SCTM No..1'000=144=5-14.- SEQRA DETERMINATION: -T-'h'e Zoning Board of Appeals has visited the property,unde'r' consideration'in,this• application;and deteriiii"nes that this•review falls under the Type'IJ'category, of the Sfate's List of_Actiori's, without � ; - •fiirfher s'teps:ixnde'r SBQRA:• = (;SiJFFOLk,CO[7NTY AUlVi>NIS TRA T_ ZVE CODEThis,app l cafiori-was reerred=as:7eq iced iriicleT flee'Suffolk 'Colin Acl"`iriistrati e,`Code"S•e_ctions A,1,4-44't'623;`''ar dthee-S•iuffolk=Coon y.'DeparliYi i t of Plarinirig s`sitecl:its: t'`" `that this a` ;1=i''caYiori i"s ctirisic erezl.ia malt, for;Floca7 defer n nation:as,there=" -reply"dated"November" 13 `2020 sta mg , pp `t noun -wide or inter=coriimitni iina"c appears to'be iio sigmfican ty > ' p cation was'referred'for review iiiider'Ch, to- 268``i aterfronfNConstsfeiic "'. 1WRP DETERMINATJbI�I: This`apple P , review 'of the Town "of•S'01 ihold To;vM-Code and the Local V�aYei fi ont'Revitalization; rograi i.(I VJRP)'apolicy: . Standards. 'The.LWRP "Goordinat'or" issued a ,recofnmendatioh dated December 21;:`2b20'. Based.,upon>ttie 'information Provided-ori'the LWRP Consistency. Assessment Form submitted:to thisdepartiri'ent; as �well'-as.the records•-available;:it-is recommended-that the proposed action is INCONSISTENT with L)M, policy standards ,pursuant to Policy 1": the coristructioti measures over 20% lot coverage and that"lots-adjacent to the,-Peconic Bay are vulnerable to wind and wave exposure during storms. Since the subject structure;.faised patio, would not-be considered vulnerable to hurricanes or storm events, and a condition of approval imposed,that it remain open�to the sky and unenclosed,the action can now be considered CONSISTENT to LWRP policy standards: PROPERTY,.FACTS/_DES_CRIPT_ION: The subject parcel is an 15,855.9 sq. ft. parcel in an R=40 Zoning District. The property has a road•frontage of approximately 114.27 feet along Old Salt Road-, along the northerly property line,then turns south for 130.00 feet to Great Peconic Bay, there is 100.00 feet of bay frontage, along the-southerly property line before it returns north for 150.00 feet back, along the westerly property line to Old Salt Road. The subject parcel is improved with a two-story frame house and garage with a raised patio as shown on survey prepared by Kenneth M. Woychuk,L.S., last revised June 3, 2020. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280=124 and the Building Inspector's October 13, 2020 Notice of Disapproval based on an application for a permit to legalize an "as built" raised patio; at 1)more than the code permitted maximum lot coverage of 20%; located at: 770 Old Salt Road (Adj. to Great Peconic Bay),Mattituck,NY. SCTM No. 1000-144-5-14. Page 2,January 21,2021 #7453, Old Salt Road SCTM No. 1000-144-5-14 RELIEF REOUESTED: The applicant requests a variance to legalize an "as-built"raised patio attached to the rear of the house having a lot coverage of 24%where the maximum allowable lot coverage is 20%. ADDITIONAL INFORMATION: As per testimony of agent, the raised patio was originally permitted as an "on- grade"patio. Due to field conditions, and the need for proper drainage,the surrounding land had to be sloped away from the patio,thereby raising it enough in certain spots that it would need variance relief. After the closing of the hearing, the applicant submitted prior variances granted to property owners located within the subject neighborhood for which setback relief was granted, (#2283, #6679, #6932 and #7173), while none addressed increased lot coverage. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 7,2021 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The patio is partially at grade, and open to the sky above. On grade patios are common in this neighborhood of waterfront properties, and a patio partially above grade will not cause any change to the neighborhood. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant or cannot be achieved by some method, feasible for the applicant.to pursue, other than an area variance. ' Due-to the conditions in the field at the time of construction, the land-had to be sloped as to contain the water on the property to comply with Town•of Southold drainage laws. This caused the patio to be partially above grade, and therefore in need of variance relief. 3. Town Law&267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 19%relief from the code. However, the "as-built"patio is not habitable space, and is open to the sky above, and is only a few inches above grade. 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 and the conditions of this board. 5. Town Law X267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law &267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a raised patio 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 267-13, motion was offered by Member Lehnert, seconded by Member Weisman (Chairperson), and duly carried, to f Page 3,January 21,2021 #7453, Old Salt Road SCTM No. 1000-144-5-14 GRANT the variance as applied for and shown on the site plan prepared by Matthew Sisul, P.E., and dated October 31, 2020. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The raised patio shall remain open to the sky above and shall not be enclosed in any way. 2. The applicant must apply to the Building Department for a building permit for the "as built" improvement(s)within ninety(90)days of the date of this decision and submit same to the Office of the Zoning Board of Appeals or submit a written request for an extension to the Board of Appeals setting forth the reason(s)why the applicant was unable to obtain a building permit in the time allotted. 3. The applicant must obtain a Certificate of Occupancy from the Building Department for the "as built" improvement(s)and submit same to the Office of the Zoning Board of Appeals within twelve(12)months of this decision or submit a written request for an extension to the Board of Appeals setting forth the, reason(s)why the applicant was unable to obtain a Certificate of occupancy in the time allotted. 4. The "as built" improvement(s)may not be used until a Certificate of Occupancy has been obtained 5. At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void Any deviation from the survey, site plan and/or arch-Itectural 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 variances)granted hergjp 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'm en ; involving nonconformities-underthe 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 usQs, setbacks and other,features as are expressly addressed in this action. In the event that an approval is granted subject to conditions, the.approval shall not be deemed effective, until the required conditions have been met; and failure to comply therewith will render this approval null and void. 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),Acampora,Dantes,Lehnert, and Planamento(5-0). Leslie Kanes Weisman, Chairperson Approved for filing / /a-? /2021 Scott A. Russell �°Su m ST_01KN[W ATTER SUPERVISOR s D �� ]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 p 4! gpn 53095 Main Road-SOUTHOLD,NEW YORK 11971 'tfjE �^f® old ISUMDRIG DFP x CH"TER 236 - STORMWATEP MANAGED[ ®WDEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No _ t ❑[ A. Clearing, grubbing, grading or stripping of land which affects more ( than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material I within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. i ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ' E. Site"preparation within the one-hundred-year floodplain as depicted i � t on FIRM Map of any watercourse. ME] F: Installation of new or resurfaced impervious surfaces of 1,000 square : feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. ` If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. ; If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. - - -- ---- -•-- • S.C.T.M. 1000 Date APPLICANT: (Property owner,Design Professional,Agent,Contractor,Other) p- •ct / NAME 7ng gection Block Lot jyFOR BUILDING DEPARTNIENT USE 01tL;Contact lnformI "^®l Y 1 7dryhme�LrnGcn Reviewed By: - - - - - - - - - - - - - - - - - - Date: Property Address/ Location of Construction Work: _• — — Approved for processing Building Permit_ — — — n /7,(�/ C?1 -') skL`r `LC)&D Stormwater Management Control Plan Not Required. ' n Ay '� "�-'���C 1 Storm�Management Control Plan is Required. orward to Engineering Department for Review_) FORM tt SMCP-TOS MAY 2014 APPLICANT: S.C,T,M.*: 1000 eok CHAPTER 236 (Property Owner,Design Professional,Agent,contr+ctor,Ot6er) — Stormwater Management Control Plan CHECK LIST fit✓ Section Block Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application, NAME, W y "b "" "" Date; The applicant must provide a Complete Explanation and/or Reason for not providing a� r dol Y all Information that has been Required by the following Checklist! �iYne4i,c TelaDlnnr Nu�cn . I, A Site Plan drawn to scale Not Less that 60' to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items; if you need additional room for explanations, Please Provide additional Paper. a, Location & Description of Property Boundaries b. Total Site Acreage, BRAINAGE iNSPEGETIGHS ARE REQUIRED c. Existing- Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(C)(2), e d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water, been that . e• Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum 2'intervals) ?� g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities, h. Spot Grades & Finish Floor Elevations for all existing & proposed structures, rional cation of proposed Swimming Pool and discharge ring. 6 oG� cation of proposed Soil Stockpile Area(s). cation of proposed Construction Entrance/Staging Area(s). cation of proposed concrete washout area(s). E M. cation of all proposed erosion&sediment control measures. - - = - ' ~ T. Shall tric u e water Nlanagement Control Plan must Include Calculations showing A We main T he Stormwater Improvements are sized to capture,store,and infiltrate wire ace r te the run-off from all Impervious surfaces generated by a two(T)inch o expo all/storm event. See ►ng ils&Sectional Drawings for Stormwater practices are required for approval. s requibut not be limited to: rosion & Sedirrient Controls, b. Construction Entrance & Site Access. C, Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) / d. Leaching Structures (e.g. Infiltration basins,swales,etc.) __ Y _ _ _ __ _ _ _ r_______•_.:.____—..._.__• —•.•-•••---•--•-•-- .. v DEPAIi LENT USE-ONLY Additional Information is Required. Ft`)R. L;NCfINI C;ft l Stormwater Management Control Plan is Not Complete, 'Reviewed & — - - - - - - — — — — — — — — — — — Approved By: I Stormwater Management Control Plan is Complete. SMCP has been approved by the Engineering Department. Date: 17npm * CIWCP Check List -TOS MAY 2014 H4 M i� ti �r 1 VL~' ;1 BUILDING DEPARTMENT- Electrical Inspector TOWN OPSO N 2 2019 Town Hall',Annex - 54375 Main.Road..=`PO,Box'11.79 Southold, N w,'YOrk 1;1.971,0959 ' Telephone (631) 765-1802 - FAX (631)`765-9502'f 4 . _ roger.richert(o-town.southold.ny.us ? ` APPLICATION FOR ELECTRICAL INSPECTION i REQUESTED BY: 'hTC' Cornz�ln� �� .� te: Company Name: Name: i, License No.: email: f 5< Address: Phone No. 33L -LIN 2 JOB SITE INFORMATION: (All Information Req !red) Name: Old Salt Road, LLC Address: 770 Old Salt Road, Mattituck ' Cross Street: Rochelle Place Phone No.: BIdg.Permit#: .) email: Tax IM80 District: 1000 Section: 144.00 Block, 05.00 Lot: 014.00 , s BRIEF DESCRIPTION OF WORK(Please Print Clearly) _ Resid'ential.Reno_vation Circle All That Apply: ~ Is job ready for inspection?: ;YES /.-� Rough In x. ' Final Do you need'a Temp Certifcate?: ES ! NO Issued On E formation'-• ' (All'informationrequired) ize Ph 3 Ph Size: 200 _-A Meters 1 Old'Meter# ice - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead round Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: 3500 SF-$225 PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form.xis C) 3a �� PERMIT# Ad ess: , Switches "55- Outlets•, GFI's Surface'Ili 10 Sconces I , 24 H H's �� �� ` UC its I Ll Fans 'I Fridge I' HW Exhaust �'� 4/> Oven dA94 Dryer Smokes I II L DW l 1 2 Service Carbon Micro 1 Generator Combo f Cooktop Transfer AC AH Mini ) Special: �6 Vv LV ert4 WA& C mments AG,,'�- 4QW C ! r( s C40:1`5- & 00tt l,�'r- 0Y eavAJ r,�az V=44T or- .�MGIAE, ,Nub— J �O Gy M BUIIrGING DEPARTMENT-Electrical Inspector r' TOWN OF SOUTHOLD 1 _ Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 V�4 �a0�� Telephone(631)765 1802-FAX(631)765-9502 Temporary Certificate # Date � �j 2019 Customer Name Electrician Name C1cc-7 xOl d/ Address ?b rj�T7 5�(Ze4P Phone e-mail WfT l e-mail \PC (5Z6e i( (C 007-66.!Zt4rE A Phone License# D 73— L� Size S66 A Phase Overhead Underground #of Meters Remarks �dr/l� t 6 #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 da s rom the date above. Authorized by g S%3fF10711 O 1-�' i 113'16ILDING DEPARTMENT- Electrical Inspector �O G� TOWN OF SOUTHOLD OCT m Z 2019TO ' ---Hall Annex - 54375 Main Road - PO Box 1179 C* Southold, New York 11971-0959 U9,D'W 8 DT-'P7,Telephone (631) 765-1802 - FAX (631) 765-9502 'roger r southoldtownny.gov — seand(aD-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: r, �O rA -,7Z,"P , L' lcc �,Wr Name: License No.: email: RIC, 72, " P Address: dC-�A.^olt d Phone No.: JOB SITE INFORMATION (All Information Required) Name: ! 1 Address: -7_?Q Cross Street: /�J Phone No.: Bldg.Permit #: ?j email: Tax Map District: 1000 Section: Block: Lot: BRIEF II�W EF DESCRIPTION OF WK K71'v lease Print Clearly) /j IL"i 60 /111 , b� / U' ,.,` !C l Circle All That Apply: Is job ready for inspection?: YES /MO,) Rough In Final Do you need a Temp Certificate?: 0V NO Issued On Temp Information: (All information required) Service Size 6 3 Ph Size: 200 A # Meters ? Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected ndergroun - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form As ®�*oF sovly®� - -Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 coo Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN-,OF SOUTHOLD June 25, 2020 Old Salt Road LLC 507 Clinton Avenue #1 Brooklyn, New York 11238 RE: 770 Old Salt Rd., Mattituck NOTE: Please be advised we have a different mailing address from the one on your Building Permit application.Please contact the Assessors office if an address correction for mailing is needed. See Attached copy of the inspection ticket for additional items needed from this list. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. l�b'b A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 43393-Z New Dwelling LEGEND NOTES: CONTRACTOR TO 0 EXISTING WD.FRAMED WALL 1)EXISTING BUILDING HAS CRAWL SPACE AND MINOR EXPANSION OF LIVING AREA TO BE VERIFY ALL SAME 0 NEW WD FRAMED WALL 2)EXISTING DRIVEWAY ASPHALT. PROPOSED DRIVEWAY TO BE PEA GRAVEL WITH _ DIMENSIONS AND FIELD EXISTING WD FRAMED WALL WITH NEW BELGIAN BLACK APRON TO MATCH NEIGHBORS w "��• CONDITIONS. WD FRAMING TO ACHIEVE STANDARD VISAPPROV2X6WD FRAMED WALL 3)IMPERVIOUS LOT COVERAGE ARE AS FOLLOWS UNLESS OTHERWISE STATED ON AL SURVEYOR'S DRAWINGS: WINDOW •Decks_281.62 square feet(outdoor shower deck and front deck combined) _ DOOR HousGarage_ 409.134 square feet W E DEVELOP • Garage_409.15 square feet •Elevated Rear Stone Patio_878.98 square feet SUMMARY FU SINK LOT=15,855.9 SQUARE FEET 20%=3,171.18 SQUARE FEET TOILET TOTAL LOT COVERAGE AS PROPOSED=3,804.09 SQUARE FEET(24%LOT COVERAGE) Remaining lot coverage=Over by 632.91 square feet SHOWER i / PERMEABLE PLANTER --- �' TUB 2"THICK AIC COMPRESSOR PAD d#' I_ I CLOSET �F CJI _ 3T-8 314" j i c WOODEN ELEVATED DECK iv i 16'-6" 24'-102'-10 3/ ° 14"° - I PERMEABLEPERMEABLE ON-GRADE STONE M PAVERS j t I - PLANTER W $,� VIII I .n PERMEABLE PLANTER _ I Iillll " x -" s PERMEABLE ELEVATED STONE SLAB PAVERS ON-GRADE I- �z," STONE PATIO -- ------ IN `s1 Q u ,# VIII FF ELEV r Nwa IMPERMEABLE ELEVATED I Ia' I I,II �--- PERMEABLE PLANTER WOODEN DECK I 10'-3" i' r= i I 10Z is O III U0PERMEABLE ON-GRADE PERMEABLE PLANTER I I I F F-ELEV 11_ II IIUI� UP P-ERM-EABLEPEA STONE PATIO PERMEABLEPEA y- a GRAVEL DRIVEWAY I I Uf I I ON-GRADE t I F F ELEV_ l!J pry u' �I f III f 6ELEVATED ON-GRADE BELGIAN BLOCK ____________ __ IIVI J - - -_ ------ APRON - - 1 d I. WE DEVELOP LLC;WINSTON ELY 1 I PERMEABLE U 'A,` Q 33 FLATBUSH AVE,6TH FL, ON-G-----_ � '�-'-'x-", -- PLANTERE W BROOKLYN,NY 11217 _ I I F- -t--I--—W---t--i- rn Z '-' w T:347-236-0141 wel @wedesl n-n c com OLD SALT ROAD,LLC a 1 'i s I'll /�� N N 507 CDNTON AVENUE#1,BROOKLYN,NY 11238 Q I o 'Ii $, (c)347-236-0141 J ------ g 4 WINSTONELY@GMAIL.COM F F ELEV r I 16 r 770 OLD SALT ROAD HOUSE ----------- FF ELEV- o I 29-2 7/8" - � _ 107 `w III 1O 770 OLD SALT ROAD ON-GRADE BELGIAN 36-87/8 I } w -� 6'-0" -♦,r UP - 'k MATTITUCK,NY 11952 FF ELEV BLOCK APRON I „UP UPS UP --- I w 10 2' - DISTRICT 1000 N ' T I` '%�;. SECTION 144 00 o i i� N BLOCK 05.00 rn FF ELEV PERMEABLE PLANTER PERMEABLE PLANTER OUTDOOR SHOWER ' ------ LOT 014.00 � 3 ENCLOSURE PERMEABLE PLAN TER Ia '-0'• ?F' oa.w*n. rn PERMEgBLEPEA I PERMEABLE PLANTER:: GRAVEL WALKWAY SITE PLAN_PROPOSED TO ACHIEVE FINAL ELEVATED OODEN F F ELEV-_ i� ourooaR BBQ W136" SIGN-OFF FROM DOB AND TRUSTEES DECK �y T TALL COUNTERTOP r; SEE SHEET OCTOBER 1st,2020 l SITE PLAN_PROPOSED TO ACHIEVE FINAL SIGN-OFF FROM DOB AND TRUSTEES A- • 20.00 -- 100'-0" 8 OF LEGEND . NOTES: CONTRACTOR TO EXISTING WD. FRAMED WALL VERIFY ALL 1" THICK BLUESTONE PAVERS SET 1" THICK BLUESTONE PAVERS SET ) ON PERMEABLE BLUESTONE DUST ON PERMEABLE BLUESTONE DUST DIMENSIONS AND FIELD NEW WD. FRAMED WALL 1 EXISTING BUILDING HAS CRAWL SPACE AND MINOR EXPANSION OF LIVING AREA TO BE SAME AND 3/4" STONE BASE AND 3/4" STONE BASE EXISTING WD. FRAMED WALL WITH NEW 2) EXISTING DRIVEWAY ASPHALT. PROPOSED DRIVEWAY TO BE PEA GRAVEL WITH BELGIAN BLACK CONCRETE BLOCK FROST WALL CONCRETE BLOCK FROST WALL CONDITIONS, WD. FRAMING TO ACHIEVE STANDARD APRON TO MATCH NEIGHBORS TO CONTAIN 3/4" STONE DRAINAGE TO CONTAIN 3/4" STONE DRAINAGE 2X6 WD. FRAMED WALL RESEVOIR BASE RESEVOIR BASE 3 IMPERVIOUS LOT COVERAGE ARE AS FOLLOWS UNLESS OTHERWISE STATED ON SURVEYOR'S SOD 6" HIGH BLUESTONE TREAD TOPSOIL PEA STONE PATH WINDOW DRAWINGS: UNDISTRUBED SOIL FILTER FABRIC • Decks _ 281.62 square feet (outdoor shower deck and front deck combined) - 12 DOOR • House _ 2,234.34 square feet • � � �� � 1 aH Garage _ 409.15 square feet - r 4h I q ;{ %;;; UNDISTURBED SOIL DEVELUF • Elevated Rear Stone Patio _ 878.98 square feet = rhMi 11-jT SUMMARY SINK LOT = 15,855.9 SQUARE FEET 20 /0 = 3,171 .18 SQUARE FEET _ TOTAL LOT COVERAGE AS PROPOSED - 3,804.09 SQUARE FEET (24% LOT COVERAGE ' ( ) REAR STONE PATIO Ti PERIMETER SECTION DETAIL N-W PATIO STEP.. �1�T TOILET Remaining lot coverage = Over b 632.91 square feet SECTION DETAIL � g g Y q 2 1.1 - 1'-0" 3 1" = 1'-0.l SHOWIER PERMEABLE PLANTER o _ TUB 2" THICK A/C COMPRESSOR PAD i' �- CLOSET 37'-8 3/4" > I �1 16'-6" 24'-10" 12'-10 3/4" WOODEN ELEVATED DECK N I 00 A 14r Revisions: Engineer of Record: i to Matt Sisul ON-GRADE =>5 PERMEABLE ON-GRADE STONE j PERMEABLE PAVERS I ——— — — — — — — — — — PLANTER y: SEW Y r--- ----------------- ------------_-1-- --� 4 �,,N SIS ti N \ III II � i PLANTER R I m \ i o a• I I PERMEABLE P A i W PERMEABLE ELEVATED I IIII v: ; Q. STONE SLAB PAVERS ON-GRADE I [� I IIIIt,. p9 �? STONE PATIO F.F. ELEV. IMPERMEABLE ELEVATED PERMEABLE PLANTER WOODEN DECK 10-3 i o _ I IIIII 10.2' :: PROS r I I I I III I -`' Engineer of Record: i ��I— J IIIII I a g I I IIII A% N 0% L T I Will"" PERMEABLE ON-GRADE PERMEABLE PLANTER ,.4. IS I S U L ' NY" F.F. ELEV. j I j� 2 I N .,;::>. 6 U b PEA STONE PATIO I I —....—....-� I Up I iw., I II PERMEABLE w SISUL CONSULTING ENGINEERING; PLLC• PERMEABLE0 PEA ::`, I I,a : ; Y � o I 11.2' III I . s ti GRAVEL DRIVEWAY U I I I ON-GRADE a i F.F. ELEV. MATT SISUL o f / 0 i i l l _ ..._, ...� PLANTER W A' I ► I 10.7 I Q , ; 225 52ND STREET, ;s 6' ELEVATED i'; WEST NEW YORK, NJ 07093 _] PATIO = ' ON-GRADE BELGIAN BLOCK T: 917-445-6231 MATTSISUL@GMAIL.COM APRON 1 —————— �•'1� - _ i x ii�ii x I I �_ _� z I � ,,;�:, Design Consultants: WE DEVELOP LLC, WINSTON ELY Y JJJ FLATB z I j �_ -r I PERMEABLE �- 33 USH TH FL. ON-GRADE AVE.,' ' � 1 W BROOKLYN, NY 11217 PLANTER LO zx T: 347-236-0141 wely@wedesign-nyc.com I I h•Y' t• Owners Information: V 2) w I O +I•,,{J•. M WILLIAM & JOAN KING 00 U,_.,• 770 OLD SALT ROAD MATTITUCK NY 11952 /I ] N (c) (860) 798-7272 _ m Z &FiMb IIB . I ii:: J :o wfkingl7@gmail.com F.F. ELEV. I I ""i—'-"I �•,''%r:;; Project Title: � I - I 10.7 OWN I 770 OLD SALT ROAD H _ = 0 OUSE ----------- ---- ELEV. _ - 29'-2 7/8" - - -- • -- --- 116 OUTDOOR SHOWER O I Project Address: 1071 illi— -- in i 770 OLD SALT ROAD r;y 3 2 r4 ON-GRADE BELGIAN 36'-8 7/8" I. ;<: �; ". 6'-0" .—I-� :;.�; - r � � MATTITUCK, NY 1 1952 I Up Up / UPI F.F. ELEV. BLOCK APRON 9p — .— i � I 10.2' , u� `l = DISTRICT 1000 / — IBldg Dept copy from ZBA / oo I .; SECTION 144.00 Final reviewed,dpcuments / N ;.>r. BLOCK 05.00 ZBA File# F.F. ELEV. N PERMEABLE PLANTER PERMEABLE PLANTER OUTDOOR SHOWER / �� , Date: / I — —" — — _ _ ZBA AREA VARIANCE LOT 014.00 / r �* / i-- - - - - - - ENCLOSURE / - — _ APPLICATION AREA , PERMEABLE PLANTER i / d' 3'_0" �.�:; Drawing Title: PERME BLE PEA I PERMEABLE PLANTER / "' d GRAVEL ALKWAYSITE N 16'-311 ::,... PLAN _ SHOWING ZBA AREA I F.F. ELEV. / ELEVATED OODEN > ' DECK I 9.7' • • •••y OUTDOOR BBQ W/36" �<�- VARIANCE APPLICATION AREA TALL COUNTERTOP ` :+: Scale: Issue Date: SEE SHEET OCTOBER 31 st, 2020 Iv •';:; Seal: 1 SITE PLAN _ SHOWING ZBA AREA VARIANCE APPLICATION AREA 20nOO 1/8'1 — 1 0 100'-0" 8 OF S.C.T.M. NO. DISTRICT. 1000 SECTION: 144 BLOCK: 5 LOT(S): 14 saaj�Mj JO ieo8 [IMul ploy1110S 1 slog I - loo U SALT LAKE LANE c ' DWEWNGS W/PUBLIC WATER U.P. —. WATER►WN _ —..�._.._.._._.._._._.._..—.._._.._._.._.._._._. W.V. APPROVED BY OLD SALT ROAD�N 1a� , S 7 °05'00"W 75.00' BOARD OF TRUSTEES >? EL.4 5'UIN EL 7.9 9 TOWN OF SOUTHOLD 87� '€ LP DATE +L02 �! �� LP LP g c 4 SYSTEM NoPOSED vErYt2 /4 20� a ► � 1250 C�3L S.T. TER L I LP LOT 3 (6) 2'DEEPXS'tr LP. o I LP yt.d s ZE h EL t CONC.APRON 9, a om Dn S.T. !n FORIM OF EJhTt I N'r:(*aRAG�':::: W BE R0ROMOIi6H11 M BE GF 83:;.:r. Z j w .r..: .EL I8.2 � I _--9 o LEAN-OUT i 9.2�-� pip LOT 4 PROP.POWIS EIV ��\\i\. ...,- �` \_ EL 8 5 z DWIMUNGS 25.2 \. W 8U0 WATER ExislitlG::''':::: .'r .:; o �\a sz t^ ROPOSED LOT COVERAGE 1 s7Y ':::`:::;'::' \ o TAS PER WE DESIGN WE BUILD) OEM SQlgR1 ;:4: :/no :: '? ;::• .; \� mBfAsuno� o DECKS, PORCHES & OUTDOOR SHOWER: 256 S.F. =0011 ''`;: :T:•,FFL t 1.2: ':.":%::;\� µD am�tm HOUSE: 2,273 S.F. ;C : ..... '•::•{i:: is :: .':'`:'•:::: �\ ova GARAGE: 415 S.F. p�p� - \�\•\�\. }.'::: :: ' '. Sm TOTAL PROPOSED COVERAGE: 2944 S.F. or 18.6% AOOffI.— EL as i i\ tcPp \ :.:;'•;;:.;; �� LOT AREA: 15855.9 S.F x 207.=3171 S.F. 0701h'G '-;t;; -,':-' ,:f„ El 9.24ELEV. 8.5 TYPICAL CLEAN OUT %%%%%'%%%%Sf S p EL B.s OL ORSANBROWN 1.0' SLATE OR--� � .... , �;;;;5%%: '- .... — SUffLATE COVER \ —STOPPER END v, v, ,,, ••, o " BROWN OR PLUG `D �" - E L 9.7 - o ?' SM LOAMY SAND 2.2' DEW 70 BEDS PALE 30' ELBOW �^ ZONE x MEMM 3.3' 60' WYE `- [1 8.6 FLOOD ZONE BOUNDARY EL 8.8 .r $P SAND Qc — = --- - T' — ION£yE=(EL'8)-—'--- --� - - - - •- ---._-T__ - Go.Ab2-- --- ----- -- --^-• `--- FLOW STOW�'SH AREA 3. —HdGHEST EXPECTED rCON• SEA WALL WATER GROUND WATER S 79005'00"W 3 100.00` SULLKKHWL; p1 N ALE EL 2.0 Hw AT BULKHEAD BROWNMEDIUM 6.0' GREAT PECONIC BAY &I° GRAVEL FFL 11'2 Cover to grade AUG 28, 2018 if drop"T"to used on inlet Loclong cast-iron K. WOYCHUK LS l CLEANOUT GRADE 92 cover to grade GRADE 8$ 40 ` TO Chimney TO O MI 20p Mtn Locate drop'T"under access Z r (7 5) i opening for matntenenee )nl (7 25) �, 'l ® L.T©to C 1�.ou3S�Ye_rt -� th, toto utd Q is c�n(7.46) .,a.......,.......a...........Mm 4`dia SDR 35 p, Flowi ( ) 1 (6,67) or equal.P,tched 114"1 R 1 BaffleJ Min 4"dia SDR 35• Leaching Pool(typ) � m. pipe of equal 10' min ^, Pitched 118"per foot i f Ll - 3•collar 8' info a ��_Back fill material to be Bottom of I 8' Dia, clean sand&gravel Septic Tank Y i ( ) EL 2 a2 1250 GAL Pf z �7i S Tc ¢ m as +/�•Bottom of Leaching Pools 1 t; Q. s 0 HIGHEST EXPECTED WATER EL 2.0 REVISED 09-25-18MnWMM Sanitary Cross Section THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA71ONS SHOWN ARE FROM FIELD OBSERVA77ONS FIRM MAP#36103C0482H AND OR DATA OBTAINED FROM OTHERS. AREA: 15,855.9 SQ.FT- or 0.36 ACRES (TO BULKHEAD) ELEVA77oN DA77jM: NAVD88 UNAUTHORIZED ALTERAT70N OR ADD177ON TO THIS SURVEY IS A VTOLA7TON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 774E 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING 1NS77TU77ON LISTED HEREON, AND TO 774E ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUe'7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 3 CERTIFIED TO: WINSTON ELY; MAP OF: SALT LAKE VILLAGE TRICIA ANNE MARTIN; FILED: MAY 10, 1940 No.1310 FIDELITY NATIONAL TITLE INSURANCE CO.; SITUATED AT: MATTITUCK TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bos 153 Aquebogue, New York 11931 � PHONE (891)298-1888 FAX (891) 298-1588 FILE # 18-112 SCALE: 1 =20' DATE:AUG. 28, 2018 N.Y.S. LISC. NO. 050882 snalatabdna the records of Robert 7. Hennessy as Kenneth M. Woyehuds LEGEND NOTA;. CONTRACTOR TO , EXISTING WD.FRAMED WALL 1"THICK BLUESTONE PAVERS SET 1"THICK BLUESTONE PAVERS SET VERIFY ALL ON BLUESTONE DUST AND 3/4" ON BLUESTONE DUST AND 3/4" 0 NEW WD.FRAMED WALL 1)EXISTING BUILDING HAS CRAWL SPACE AND MINOR EXPANSION OF LIVING AREA TO BE SAME I STONE BASE STONE BASE DIMENSIONS AND FIELD ® EXISTING WD FRAMED WALL WITH NEW 2)EXISTING DRIVEWAY ASPHALT. PROPOSED DRIVEWAY TO BE PEA GRAVEL WITH BELGIAN BLACK ? CONCRETE BLOCK FROST WALL CONCRETE BLOCK FROST WALL CONDITIONS. WD FRAMING TO ACHIEVE STANDARD APRON TO MATCH NEIGHBORS RE CONTAIN 3/4"STONE DRAINAGE RE CONTAIN 3/4"STONE DRAINAGE 2X6 WD FRAMED WALL I SEVOIR BASE SEVOIR BASE I SOD 6"HIGH BLUESTONE TREAD 3)IMPERVIOUS LOT COVERAGE ARE AS FOLLOWS UNLESS OTHERWISE STATED ON SURVEYOR'S TOPSOIL PEA STONE PATH ® WINDOW DRAWINGS: UNDISTRUBED SOIL FILTER FABRIC •Decks-281.62 square feet(outdoor shower deck and front deck combined) o ., 314•STONE BASE DOOR House_2,234.34 square feet 1 9 •Garage_409.15 square feet Jill� • 1111=1111= y `; _ II-_I�`n-I -I I =1111 1111= ... jjj/ UNDISTURBED SOIL W E DEVELOP Elevated Rear Stone Patio_878.98 square feet A, �� SUMMARY III=1111=1111=III Fes° — – - ' III=1111=1111=III ? =Illi=1111=1111 , 1111=1111=1111-1111-1111=1111= =1111=1111=1111 – – – – – SINK LOT=15,855.9 SQUARE FEET 20%=3,171.18 SQUARE FEET 1111,=1111, 1111.,,, 1=1111,=1111,=1111,-1111,-1111,=1111, TOTAL LOT COVERAGE AS PROPOSED=3,804.09 SQUARE FEET(24%LOT COVERAGE) /� REAR STONE PATIO TYP.PERIMETER SECTION DETAIL N-W PATIO STEP SECTION DETAIL APPROVED TOILET Remaining lot coverage=Over by 632.91 square feet BOARD OF I RUSTEES SHOWER _ I Tow OF SOUTHOLD � TUB J PERMEABLE PLANTER {�_r 2"THICK AIC COMPRESSOR PAD DK E Aq 17 7/Z CLOSET ., WOODEN ELEVATED DECK 1 m 16'-6" 3T-83/4• zr< I � , rn I I t' N Engmear"f RecoN Matt Slsul ON-GRADE PLANTER PERMEABLE ON-GRADE STONE I ,l.�.y, PAVERS I 9 coNf�W 1 , ��O SIS �t \\ ANA. IBII I N , / ♦ Q ti PERMEABLE PLANTER L — `------ g I IN `'+ PERMEABLE ELEVATED STONE SLAB PAVERS ON-GRADE _ 7 099 STONE PATIO Q 1 ' I Ipl F F ELEV L +�s✓,i.;; IMPERMEABLE ELEVATED 1 I I _ PERMEABLE PLANTER WOODEN DECK I 10'-3" pl 2 O, o awm,a I I� On ( I FLUSH UP PLANTER W/PATIOPERMEABLE ON-GRADE PERMEABLE PLANTER FF ELEV () S I S U L C O N S U L T I N G & IIFFELEPEA STONE PATIO 1— RAISED SISUL CONSULTING ENGINEERING;PLLC,PERMEABLE PEA MATT S SULGRAVEL DRIVEWAY R a3 N I I I PATIO,SEE W I VARIANCE 0: WEST NEW YORK, 07093 225 52ND STREET, VARQ i___T____ 1 1 APPLICATION2 T.917-445-6231 MATTSISUL@GMAIL.COM ON-GRADE BELGIAN BLOCK _ #7453 DATED APRON ------ _ - --I 1.27.2021 Y =` WINSTON ELY Q I i i nom• - r ON-GRADE & CO) F 33 FLATBUSH AVE.,6TH FL., ------- 11 PLANTER N W ` BROOKLYN,W 11217 1"-`- 7=o ---+-J- Z T.347-236-0141 we @wedesl n c.com g 1 m O WILLIAM&JOAN KING Q wI v y L.` 770 OLD SALT ROAD,MATTITUCK,NY 11952 L (c)(860)798-7272 wl'kmgl7@gmad com E C E E I I R1 "I I- FF E10 L' c" rA> 770 OLD SALT ROAD HOUSE ` --------- � FF ELEV o n 107 n 770 OLD SALT ROAD FEB ON-GRADE BELGIAN 36-8 7/8" EgAwI 6'-0" �—♦� 3 �p & F ELEVMATTITUCK,NY 11952 6 '� BLOCK APRON I UP UPUP02' , DISTRICT 1000 N I 23'-1° �� '� � E`•a SECTION 144.00 o I PERMEABLEPLANTER OUTDOOR SHOWER PERMEABLE PLANTER i FF ELEV - BLOCK 05.00 — +a Southold Town I 9T--- yr LOT 014.00 I ENCLOSURE i PERMEABLE PLANTER PERME LE PEA Inu< -Board of Trustees a GRAVEL ALKWAY I PERMEABLE PLANTER i 16,_3° SffE PLAN_PERMIT#9355 ELEVATED OODEN I �—F F ELEV _� OUTDOOR BBQ W/36" DECK TALL COUNTERTOP j SEE SHEET FEBRUARY 3RD,2021 SITE PLAN_TRUSTEES PERMIT#9355 A-1 20.00 100,_0" 8 OF S.C.T.M. NO. DISTRICT- 1000 SECTION: 144 BLOCK: 5 LOT(S): 14 #R10-18-0103 Abandomment ore-jsjj:,.g sa-., tem must be in ifary Sys,, com fbrmci_;jce with detplannient Fec-pireinent Submit M c arnplemd foym WWITA- D—Va's Proof. DA.1 APPROITM '0 SALT LAKE LANE A_F,E F.0 ci im 3 DWEWNGSEXWPT-RES TAIREIS ARS FROV11 D-AT E(Nj Ap�x'.,DOyAl W/PUBUC WATER U.P.J01 WATER MAIN OLD SALT ROAD S 71005'00"W 75,00' MON. I FWE OF PAIEMEN—T MON. . L, 8.0 S'MlN 787'± WM� EL 7.9 EXP LID LP LP LOT 2 PROPOSED DWELLINGS 0 LP /P 4 BEDROOM SYSTEM 0 1GAL S.T. IePUBUC WATER lull, LOT J -A (62)50 2DEEPX8'0 LP. LP to APRON .2 20,4:: S.T. FORMH OF OMM BE MV0 o.Drsam To BE EL 9.2 d =9 CLEAN—OUT PROP.POWS EM EL 8.5 LOT 4 DWEWNGS 25. . �4 WIPUBLJO WATER . ......... ISO,— EXISTING-%'. t+°l 0 PROPOSED LOT COVERAGE EL 9.2 in (AS PER WE DESIGN WE BUILD) 0 NG:* OEM SWARYpo DECKS, PORCHES & OUTDOOR SHOWER: 256 S.F. 70 BE AUWM AV SOHO HOUSE 2.273 S.F. GARAGE 415 S.F. *. . ... M arm COWN SM TOTAL PROPOSED COVERAGE 2944 S.F. or 18.6% AM— EEL 8.5 LOT AREA: 15855.9 S.F x 207.=3171 S.F. 11E EL 9.J4.8 J4.8 ELEV. 8.5 W&AWA. % EL DR BROWN TYPICAL CLEAN OUT EL 8.5 OL 1.0, SANDY LOAM SLATE OR STOPPER END (Jj SUITABLE COVER "k, BROWN OR PLUG �O �11 EL 9.7 SM 2.2' 0 LOAMY SAND Ca C� — wow NX M BE ROM PALE BROWN 30' ELBOW a ZONE X MEDIUM 3.3' 60' WYE y EL 8.6 FLOOD ZONE BOUNDARY EL 8.8 SID SAND - ZONE VE(EL 8) GRAVEL FLOW-*- STONE SPLASH AREA —HIGHEST EXPECTED _—CONC. SEA WALL WATER GROUND WATER S 79005'00"W —VINYL C—LOCK IN EL 2.0 100.00, BULKHEAD PALE \"MHW AT BULKHEAD BROWN MEDIUM 6.0, AN GREAT PECONIC BAY S&0 .2 1 GRAVEL FFL 11 Cover to grade AUG 28, 2018 if drop"T"is used on inlet Locking cast-iron K. WOYCHUK LS GRADE 9 2 to grade GRADE 8 5 -CLEANOUT coverlip '10 Chimney 20 Min 20" Locate drop"T"under access z (7 5) - :Mj opening for maintenance U 61 Inlet (7 25) NeM M M Er:l MO H u invertEM E9 M E20 Mild 46) inlet EM EHI M ED C C-1 C:S2 0 0 0 EM En EM RO NNfin 4"ch PC (6.75) (667)—/ EM EM EDO or equal Pitched 114"/ft Flow C) SDR35pi It Baffle Nim 4"diet SDR 35 9 Leaching Pool(typ) 10' min pipe of equal Pitched 1/8"per foot 4ar 3'coll Bottom of 8' min Back fill material to be D10. clean sand&gravel ,>cf) Septic Tank EL(2.42) 1250 GAL PRECAST S.T 123 0 E30 Go 0 DO cm cz wz C30 00 Uz 0 00 P:a r, Bottom ofLeachm Pools r r--a n mn, E1(5 0) ro HIGHEST EXPECTED WATER EL 2.0 REVISED 10-24-18 REVISED 09-25-18 Sanitary Cross Section THE WATER SUPPLY, WELLS, DR YKELLS AND CESSPOOL LOCARONS SHOWN ARE FROM FIELD OBSERVA77ONS FIRM MAP#36103CO482H AND OR DATA OBTAINED FROM OTHERS. AREA: 15,855.9 SQ.FT. or 0.36 ACRES (TO BULKHEAD) ELEV47ION DATUM: ± V_2.88 ———————— UNAUTHORIZED AL TERA 71ON OR ADD177ON TO THIS SURVEY IS A VIOLA 71ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA 77ON LAW, COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE RILE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT RHE PROPERTY LINES OR TO GUIDE THE EREC71ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUlffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE TME OF SURVEY SURVEY OF: LOT 3 CERTIFIED TO: WINSTON ELY, MAP OR SALT LAKE VILLAGE TRICIA ANNE MARTIN; FILED: MAY 10, 1940 No.1310 FIDELITY NATIONAL TITLE INSURANCE CO.; SITUATED AT. MATTITUCK TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, P11C SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design 4/1kWI-Z P.O. Box 163 Aquebogue, New York 11931 FILE # 18-112 SCALE: I"=30' DATE:AUG. 28, 2018 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT. 1000 SECTION: 144 BLOCK: 5 LOT(S): 14 #R10-18-0103 RECEIVED FEB 2 4 2020 SUFF.CO. HEALTH SERVICES OFFICE C=WA,ST&VIATER MGT. SALT LAKE LANE U.P. _.._..WATER MAIN —._._.._..�. .._.._.. .. ._._.._.._.._.._.._. W.V. OLD SALT ROAD S 710 05100"W 75.00' MON. ENi ,MON. RL�� EL 8.0 * BEAP SLK. EL 7. �\ 787'± WM•, iZ APRON 4 BEDROOM SYSTEM 1250 GAL. S.T. j a (6) 2'DEEPx8'0 L.P. i EL 8.5 Lp IO K N O D' O LP Lp Ln L �� I Lp � 2 o zl �01 BLUE STONE 2Gj ^�! Iµ APRON EL 9.2 Lp LOT 3 o I EL 19.1 0 25.2' 21' LOT 2 I 'GARFIGEc?•,;. Z 29' 3235' m LOT 4 •.,..� �3 27' 18' I 3 l M C -OUT �•.\ WOOD DECK EL 9.224.8' EL 8.5 •: ..•:••.: •..:ROO OVER ;in::"•;:.•;:. 19.6' �'•'`:•.":'.•••'..'•;.:•::�'•::�:;:'•:•;:, ° O o :DWEWNG......... .. OUTDOOR S HREL 8.5 •: •':' BALCONY"-*- X-* 12.1' EL 9.4 _ _ - ---- - - - - - BLUE-STONE PATIO EL 8.5 ba 0 ZONE X :. EL 8.6 EL 8.8 _ FLOOD ZONE BOUNDARY ZONE VE (EL 8) STONE SPLASH AREA 3 0 -CONC. SEA WALL 3 S 79005'00"W 100.00'_ > _ —VINYL C-LOCK BULKHEAD MHW AT BULKHEAD '-4LIFFOLK COUN d Ef�A!r�'IVlr 9'I C)F HEALTFI SER�/IOES BEAT PECONIC BAY APPROVAL OF CONSTRI 0,TED WORKS FOR e A SINGLE FAMILY RESIDENCE ®ate Mlain H.S.Ret.NOI?I®—, The se+Ivage disposal and water supply Qacllitles St this larat'0(�-'a"4F Y)een Inspected and/or certified by this 003(tme or otherDagent- baiia tcund to be sawact"FOR A MAXIRAL ' Craig Knc ,per, P.`_�., Chief Office,Of Waslauvater Mana ement FINAL SURVEY 02-12-20 REVISED 10-24-18 REVISED 09-25-18 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS FIRM MAP#36103CO482H AND OR DATA OBTAINED FROM OTHERS. AREA: 15,855.9 SQ.FT. or 0.36 ACRES (TO BULKHEAD) ELEVATION DATUM: NAVD88 UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO 774E ASSIGNEES OF 774E LENDING INST7TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECT70N OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUC•FURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 3 CERTIFIED TO: WINSTON ELY; MAP OF: SALT LAKE VILLAGE TRICIA ANNE MARTIN; FILED: MAY 10, 1940 No.1310 FIDELITY NATIONAL TITLE INSURANCE CO.; SITUATED AT: MATTITUCK TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Hos 153 Aquebogue, New York 11931 FILE # 18-112 SCALE: 1»=30' DATE: AUG. 28, 2018 PHONE (631)298-1588 FAX (631) 298-1588 N.Y S LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk r � APPROVED AS NOTED DATE: B.P.# 3 FEE: 0 BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 A TO 4 PM FOR THE RETAIN STORM WATER RUNOF FOLLOWING INSPECTIONS: PURSUANT TO CHAPTER 236 1. FOUNDATION - TW,` =,SQUIRED OF THE TOWN CODE, FOR POURED CONCRE-E 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTPUrT"ON MUST BE COMPLETE FD- 0. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF u- r-N Y,4 O OCCUPANCY OR USE IS UNLAWPI�'' WITHOUT CER TM OF OCCUPANCY Old Salt Road LLC Winston Ely 770 Old Salt Road Mattituck,NY 11952 Cell:347-236-0141 winstonely@gmaii.com ,January 8,2019 Town of Southold Building Department Town Hall 54095 Route 25 P.O.Box 1179 Southold,NY 11971 Dear Building Department, I am submitting this letter in order to better describe the demolition of existing interior we are proposing for 770 Old Salt Road,Matdtuck,NY 11952. Existing Honors • All interior finishes including wall board,ceiling board,etc. • All interior millwork,casings,doors and trim • All wall,ceiling and floor insulation removed • All plumbing fixtures and piping supply/drains removed • All electrical fixtures,wiring and outlets removed • All finish flooring removed. Misc.limited subfloor removed for access to crawl-space below • Misc.non-structural interior partitions removed • DEC Letter of Non jurisdiction issued Nov 19th,2018(DEC# 1-4738-03435/00004)and attached Sincerely yours, Winston Ely VERIFY TO 1"THICK BLUESTONE PAVERS SET 1•THICK BLUESTONE PAVERS SET Y ERIF 1 ALL ON PERMEABLE BLUESTONE DUST ON PERMEABLE BLUESTONE DUST DIMENSIONS AND FIELD 1)EXISTING BUILDING HAS CRAWL SPACE AND MINOR EXPANSION OF LIVING AREA TO BE SAME AND 3/4"STONE BASE AND 3/4"STONE BASE 2 EXISTING DRIVEWAY ASPHALT. PROPOSED DRIVEWAY TO BE PEA GRAVEL WITH BELGIAN BLACK CONCRETE BLOCK FROST WALL CONCRETE BLOCK FROST WALL CONDITIONS. TO CONTAIN 3/4"STONE DRAINAGE TO CONTAIN 3/4"STONE DRAINAGE APRON TO MATCH NEIGHBORS RESEVOIR BASE RESEVOIR BASE SOD 6"HIGH BLUESTONE TREAD 3)IMPERVIOUS LOT COVERAGE ARE AS FOLLOWS UNLESS OTHERWISE STATED ON SURVEYOR'S TOPSOIL PEA STONE PATH DRAWINGS: UNDISTRUBED SOIL FILTER FABRIC •Decks_281.62 square feet(outdoor shower deck and front deck combined) t 0 3/4'STONE BASE •House_2,234.34 square feetq W E®E V E L •Garage_409.15 square feet _ UNDISTURBED SOIL OP •Elevated Rear Stone Patio—878.98 square feet SUMMARY III IIII IIII IIII IIII IIII IIII I-IIII 1111-1111-IIII IIII=1111- III 1111=1111-1111 II . IIII-1111- -flll-IIII= II LOT=15,855.9 SQUARE FEET ^ 111=1111=IIII=1111 ti 20%=3,171.18 SQUARE FEET =IIII=IIII=IIII ` I=1111.... I= I Ilii, IIII IIII TOTAL LOT COVERAGE AS PROPOSED=3,804.09 SQUARE FEET(24%LOT COVERAGE) REAR STONE PATIO TYP.PERIMETER SECTION DETAIL ,Z N-W PATIO STEP SECTION DETAIL Remaining lot coverage=Over by 632.91 square feet 2 1^=1'o �•,J 1^=1'-0 PERMEABLE PLANTER ' y'J MAR 2 9 2021 I � f 2"THICK A/C COMPRESSOR PAD I I � 7 16'-6" 24'-10" 12'-10 N I � rn I I . NI w.ba• I Matt Slsul I ON-GRADE '� ® ® PERMEABLE N PLANTER r EW Y / \ # SU_, I - I I y CI I I PERMEABLE PLANTER STONE SLAB PAVERS ON-GRADE j 's 7 09�9y~ Q _-,•I I FF ELEV L IMPERMEABLE ELEVATED PERMEABLE PLANTER WOODEN DECK 110'-3" - 0 () SISULC0NSULTINO I I v O PERMEABLE PLANTER 1ST FLOOR INTERIOR F F.ELEV j I 2 111 Z' I a I PERMEABLE SISUL CONSULTING ENGINEERING;PLLC; GRAVEL DRIVEWAY E PAY W -� I I ON-GRADE Q GRAVEL DRIVEWAY I F F ELEV w MATT SISUL Uj PLANTER 10 T rQ 225 52ND STREET, I I ATED W a* �{� WEST NEW YORK, 07093 I PATIO WOOD FRAMED BUILDING ------ T�91745-6231 MATTSISUL@ Q GMAILCOM a WE DEVELOP LLC;WINSTON ELY PERMEABLE N GI 33 FLATBUSH AVE.,6TH R., ON-GRADE rn PLANTER lL BROOKLYN,NY 11217 '^ Z WI T:347-236-0141 wely@wedesign-nyc.com @wedesl rrn com vJ I WOOD FRAMED _ j j 1 WILLIAM&JOAN KING c�i I GARAGE 770 OLD SALT ROAD,MATTTRICK,NY 11952 (c)(860)798-7272 _I y 1 I V wfklnal7@amall.com - 1 FF ELEV " 1 107' i 770 OLD SALT ROAD HOUSE ` -- ----------� — - FF.ELEV 29'-2 7/8° 10 7 in I I �� 14 1 770 OLD SALT ROAD 36'-8 7/8" _ 3 2 MAT M UCK,NY 11952 ON-GRADE BELGIAN I UP UP 6-0 " i I♦ UP I F F ELEV. N BLOCK APRON I N WP V tL110 2' DISTRICT 1000 I SECTION 144.00 4 I \ F F ELEV BLOCK 05.00 ENCLOSURE N PERMEABLE PLANTER PERMEABLE LANTER I OUTDOOR SHOWER �� __ ZBA AREA VARIANCE LOT 0145.0 i "��---- PERMEABLE PLANTER PERM LE PEA I m '-0• ' APPLICATION AREA -v GRAVEL LKWAY I PERMEABLEIPLANTER / / N ELEVATED OODEN 1 �Q-F F ELEV 1s•-3•_ i OUTDOOR BBQ W/36" SITE PLAN DECK '�97 J TALLCOUNTERTOP SEE SHEET MARCH 18th,2021 ' I I 1 SITE PLAN_SHOWING ZBA AREA VARIANCE APPLICATION AREA , A-120.00 ve^=r o^ 100'-0" I a CONTRACTOR TO -_ VERIFY ALL ��� DIMENSIONS AND FIELD CONDITIONS. WE DEVELOP GREY TONE AREA INDICATES EXISTING 2X10 FRAMING ---------------------- ----------------- ------ I II I i, I I I I o \�� --- - I I�II I I -- {------ ------_-- ---- - E" Ell - - -- �.- --- � 2X10 @ 16" O.C. WITH IIII -- - --- -- - ---- - 2X10 RIM; TYP. 1 m O �� Ilti 1 0 M of thisc)cumc"t except I I I I c:i1 Arm%i,LC'Ct or LiC — ----°---------------- ® z I I IIII ,�,. i C ��,cur, is ill Baled Profes- 1 1 I I I III r' gin l► I I ' J I III .,ec'iori 7209 Subdivision 2,, ' I ,a. I III , I o f I I III N. Y. ?t location IIII ,;tet S-sal and I i /' I I I I s• d , r vod f i ,' t n f.:. r of �tP<! G„ I g. Crzrr`'s, a!tsrati,n° r n =___--__—_ = I --------- --- I ViSi?1 $ to Or re-use f}f {5/jllJJ�ti°Y`Qtn- drf.l YY s _ ______ -- I —r I I out Architect or Engineer's Approval 2X8 @ 16 O.C.; TYP. 11 L. J voids Sea! an Pp oval 11 — II I �- I I d Signature on same. (2) 2X10 OUTSIDE--"- IL_______L_______ I I II PERIMETER; TYP. 1 I --------------I— I Revlslons: I L— -----L------- I I I I Engineer of Record: rI I -------------- II I z I I II I r--------r------- z OF NE of I --------------r- I-- Ps 1 Mq 9 ----- -------- ,� w/ II�I ----- ------- I —————————————EXISTING FRAMING, , o — b > R0 SStoNPx'� -------1-------- i --------------r- LO II----------------- =--I-- ---------- --- -- I I -; II I I --- -- ------r � � Engineer of Record: I— r --:_ — 00 --- ------01w-------------— 1 I I II I YT II o I / : I ==------ L - Jz ----------- --------- 2X10 @ 16" O.C. WITH _ ¢ I' 2X10 RIM; TYP. I � _ ------------- ' � —————————— --�I YYSq��----. -------------�r--=—=� 2X8 @ 16� O.C.; TYP. —T T— ---- — - - - (2) 2X10 OUTSIDE Design Consultants: II PERIMETER; TYP. WE DEVELOP LLC; WINSTON ELY W I --r—r—T -r---i--r—r— 33 FLATBUSH AVE., 6TH FL., I I I I I I I I I I I I 1:Q I �� ,� BROOKLYN NY 11217 I o T: 347-236-0141 wely@wedesign-nyc.com 2X10 16 O.0 Owners Information: OLD SALT ROAD, LLC I WITH 2X10 RIM, TYP. II o I o ® p -, I I I I I I I I I I 507 CLINTON AVENUE #1 BROOKLYN NY 11238 + - (c) 347-236-0141 __ ______ jr : II o --�- _ I I I I 1 1 1 > WINSTONELY@GMAIL.COM I I w � - -=-i- — °° - � i � II z I; I � I I I I I I I I I i � I I Q I I ® Project Title: M BAT i i i i i i I I I I I 770 OLD SALT ROAD HOUSE I� t \ I I 1 I I I I I I I Project Address: I I I 770 OLD SALT ROAD II I_ i L ———— — ------------------------- J II I I II 1 1 1 1 1 1 1 j II I I 11 I I I I I I I I I I I I I I I I I I I I I I I I DISTRICT 1000 SECTION 144.00 Cn I I I I I I I I I I I I BLOCK 05.00 \ I I I I I I I I I I I I I LOT 014.00 L-1—J--L—L-1—�—J--L—1 1— i 1 16',OUTDOOR SHOWER Drawing Title: FIRST FLOOR FRAMING PLAN 11'-0 1/2" VIF 20'-8 1/4" VIF 9'-0 1/2" VIF 7 11 r\ Scale: Issue Date: SEE SHEET SEPTEMBER 16th, 2019 \ I II I I II I seal: T-7---- FIRST FIRST FLOOR FRAMING PLAN 1/411 /4" = 1'-0" X OF X LEGEND CONTRACTOR TO EXISTING WD. FRAMED WALL VERIFY ALL NEW WD. FRAMED WALL (2) 1-3/4" X 11-7/8" LVL RIDGE DIMENSIONS AND FIELD EXISTING WD. FRAMED WALL WITH NEW POSTED WITHIN WALL BELOW CONDITIONS. WD. FRAMING TO ACHIEVE STANDARD 1/2" WIRE ROPE COLLAR TIE @ 4' O.C. 2X6 WD. FRAMED WALL WITH TURNBUCKLES AND WIRE CLIPS; TYP. DECORATIVE ROOF BELOW WINDOW (NON-STRUCTURAL) 2X10 @ 16" O.C. ON STRUCTURAL 2X8 @ 16" O.C. RAFTERS WITH ROOF (OVER DECORATIVE ROOF DOOR BELOW); TYP. WEDEVELO "'2X10 COLLAR TIES BELOW GREY AREA INDICATED 1-3/4" X 11-7/8" LVL RIDGE NON-STRUCTURAL ROOF BELOW; TYP. SINK (2) 1-3/4" X 11-7/8" LVL WITH 1" STEEL PLATE IN MIDDEL THROUGH-BOLTED I I I I (MANUFACTURER_ POWER BEAM) --r— —t--1 I I' --- WITH CROSS BRACING @ 16" O.C. 1I I I I I (2) 1-3/4" X 11-7/8" LVL WITH • TOILET -------------------------------— U------- -- �- -- 1I I I I ------ ---- --- -h-- CROSS BRACING @ 16" O.C. -------- ----- -- II IIIW I I I I ----------------------------- ---------------------- ---- --1— -- — 11 10 l I I I I I --------------------------- ------------------------- -- 1 1 (2) 1-3/4" X 11-7/8" LVL WITH 1" STEEL SHOWER II I —II I I I —1— --- PLATE IN MIDDEL THROUGH-BOLTED cn I I I I 1 I I 1 I ------------------------- ----------------------------..�_h.__ _ (MANUFACTURER_ POWER BEAM) N I I II ISI 1 1 1 1 1 1 --------------------- -------------------- I 1 ~ I I I ------------------------ I IW 1 I I I I oTUB II ICL 1 1 1 1 1 1 ----------------------------------------------------- 11 ----------------------- ----------------------------II 10 1 1 1 I I II II I I I I I I -------------------------- ------------------------ 10 -----� --- I I 1 1 1 I --------------------- --------------------1 "' cis f.•,,,r {`Jn of fhi DOChnlc:' sxcept ---------------------------- 1 I I I I I I I F---- L)v C'n /=i- .,Sect or Licensee ��ra es- CLOSET ------------------------------ --------------------------- --- I I I I I I I �_ I ! Eng J!1s4r, i. = 1I I I I I I /,09, SulJdi�liJ a �. ,� �� -------------------------- —1— --- N. Y. St?ie E+a€�aa6 L�Yre (2) 1-3/4 X 9-1/2 LVL BEAM II I I I 1 ------ ------------------------- — �— --------------------- -------------------- HOLD-DOWN W (3) 1-3/4" X 9-1/2" LVL BEAM I 1 —� 1 �------i----------- --- — ------------- ------I--�---- - - a N 0 N ----------------------------- ------------------- -------- ---- ANCHOR _ — I I t.re6,;lect and �r:n'r;,�r' 2X6 @ 16" O.C. -- I --------) I—t� S;g ^tj r� only g a.f3r i �; ass of I L------------------------------ ------------------ --------- I --- -I—�— c'ra ;ng. C� ngss, it5rat-ons or rc- -- -------� `�,si��ns tC or re••uss o�� dra��ti�iag3 ��°cLis- I --------- ------ out Architect or Engineer's Approval —_ ( _____________________ ________________ 1 �— Revisions: ________ _______ voids Sea.! and Signature on same. 17--------------------------------------------- --------------i---I�-I--- — Engineer of Record: (2) 1-3/4" X 11-7/8" LVL WITH 1/2" f------------- — ------------- ----------- —1—�---- STEEL PLATE IN MIDDEL — SL�N� — —�''�� --_----- THROUGH-BOLTED (------------------------------- --------- I— (MANUFACTURER_ POWER — --- ---� -- 111 ---- — �.� --_______ --------------------- ——————— ————————————- --------BEAM) ------ ----------------------- ----- ----------------------- 2X8 @ 16" O.C. RAFTERS WITH --------------------- --- ---------------- 2X8 COLLAR TIES BELOW ——————————————————— -- _------------------------- � tr 1 ——————————————————————————————— ---------------------------1-3/4" X 11-7/8" LVL RIDGE ——————— ———————————————————————————— 1 - I — ARo Essi— --------- ------------------------------ ——————————————————— P J— 1 IIIIIIIIIIIIIIIII —LIIIIIIII1IIIIIII —_ —IIIIIIIIIII1IIII I—I� _--_--_----—__--_-----b--�i�III —I--------_—__---- — --_- !.-�I iIIII1IIIII11 Engineer ofRecord: 2X8 @ 16" O.C. RAFTERS WITH 2X8 COLLAR TIES BELOW 1;1 ' 7-- -__-__ lob W - p ___ #T' ,� --�--- I Design Consultants: WE DEVELOP LLC; WIN STON ELY UOJ �' NI 33 FLATBUSH AVE., 6TH FL., 1 01 I I I I I I I F I BROOKLYN' NY 11217 T: 347-236-0141 wely@wedesign-nyc.comN _----- I I L-1--A J 1 11 1 1 1 1 1 1 1 1 __ ___ Owner's Information: OLD SALT ROAD, LLC 507 CLINTON AVENUE #1 , BROOKLYN, NY 11238 238 --—___ (c) 347-236-0141 N, J Q I I I I I I I I I I I 1 I I __—___ I WINSTONELY@GMAIL.COM I Project Title: __ + _ Ij II I I I I I I I I I I I I I I I — I I 11 I II I II 1 1 1 I I I I I I[N II I 1 11 1 1 1 1 1 1 1 1 1 1 — — 770 OLD SALT ROAD HOUSE 1 1 I I I I I I I 1 I I I I I I �_—_'----- --�-7--�—�--1--�— �—�--�—�—�—�--1— I Project Address: --------------------------------------- -- ---------J 770 OLD SALT ROAD MATTITUCK, NY 1 1952 (2) 1-3/4" X 11-7/8" LVL BEAM 2X8 @ 16" O.C. DISTRICT 1000 2X8 @ 16" O.C. SECTION 144.00 (2) 1-3/4" X 11-7/8" LVL BEAM BLOCK 05.00 LOT 014.00 11-7/8" TJI 560 SERIES JOISTS; TYP Drawing Title: SECOND FLOOR FRAMING PLAN Scale: Issue Date: SEE SHEET SEPTEMBER 16th, 2019 Seal: 1QMx= 1 1 2n00 1 SECOND FLOOR FRAMING PLAN X OF X Ak CONTRACTOR TO /4/f ,r4 VERIFY ALL _ DIMENSIONS AND FIELD , rri } CONDITIONS. �! d I. }aF .i I A4 ...�... ! #a 7 770 WEDEVELU" PI _ l ggra,,-- i a� �• , . k I DRAWING LIST ARCHITECTURAL STRUCTURAL 000/100 PLANS _ S-100 NOTES PROJECT DATA SYMBOLS AND ABBREVIATIONS A-000 COVER SHEET S-101 DETAILS PARCEL S.C.TM. NUMBER A-100 FIRST FLOOR DEMOLITION PLAN S-111 FIRST FLOOR FRAMING PLAN100 DOOR NUMBERS A-110 FOUNDATION PLAN S-112 SECOND FLOOR FRAMING PLAN DISTRICT 1000 A-111 FIRST FLOOR PLAN S-113 - SECTION CT ON 145 A-112 SECOND FLOOR PLAN S-114 ROOF FRAMING PLAN A-113 SECOND FLOOR ATTIC PLAN LOT 14 100 WINDOW NUMBERS A-114 ROOF PLAN FINISH FLOOR ELEVATION: 11.2 ' A-120 SITE PLAN MECHANICAL BENCHMARK ELEVATION: 8.5 A-121 STORMWATER MANAGEMENT PLAN WALLTYPES A-122 SURVEY WITH SEPTIC DESIGN M-1 _ FLOOR AREA: 1 1 ST LEVEL: 2,380 square feet 200 - M-3 2ND LEVEL: 763 square feet 1 _ M-4 TOTAL= 3,143 square feet. M-5 4 A36 2 ELEVATION 300 - SETBACKS: FRONT 35' 3 REAR 35' SIDES 10' MIN. W/COMBINED 25' MIN 1-.� ELECTRICAL ` SINGLE ELEVATION 400 EXTERIOR ELEVATIONS E-1 _ APPROVALS: - E-2 - SOUTHOLD TOWN TRUSTEES: 11/14/2018 DETAIL KEY A-400 EXTERIOR ELEVATIONS E-3 - NY STATE DEPT. OF ENVIRONMENTAL PROTECTION A-401 EXTERIOR ELEVATIONS E-4 - LETTER OF NON-JURISDICTION: 11/19/2018 A-402 EXTERIOR ELEVATIONS E-5 - SUFFOLK COUNTY DEPT. OF HEALTH SERVICES: 12/06/2018 WINDOW SHADE A-403 EXTERIOR ELEVATIONS PROJECT TEAM Revisions: Engineer of Record: DESIGNER 1 OO ROOM ROOM TAG 500 - WE Develop LLC James Deerkoski (contact: Winston Ely) 507 Clinton Avenue#1 600 NY 11238 F NEW Brooklyn, A01 rl SECTION KEY �� DEfX-f4ro �,� 347-236-0141 (cell) P �, ! wely@wedesign-nyc.com C) �� �$ os 700 - STRUCTURAL ENGINEER • `� °� w James J. Deerkoski RE. ','fir z (contact: Jim Deerkoski PE) tiry A-700 REScheck 16 Library Ave. Suite C `�Fp �0. 7' Westhampton Beach, NY 11978 OF SS\ NP 631-774-7355 jamesdeerkoski@yahoo.com MECHANICAL ENGINEER Dlesign Consultants: WE DEVELOP LLC; WINSTON ELY AN CONSULTANT 33 FLATBUSH AVE., 6TH FL., BROOKLYN, NY 11217 LIGHTING CONSULTANT 'T: 347-236-0141 __wely@wedesign-nyc.com Olwner's Information: GENERAL CONTRACTOR OLD SALT ROAD, LLC Golfo Development Corp. 507 CLINTON AVENUE #1 , BROOKLYN, NY 11238 (contact: Tony Golfo) 631.375.4223 (cell) (c) 347-236-0141 tonygolfo@gmail.com WINSTONELY@GMAIL.COM Plroject Title: 770 OLD SALT ROAD HOUSE Plroject Address: 770 OLD SALT ROAD MATTITUCK, NY 1 1952 DISTRICT 1000 SECTION 144.00 BLOCK 05.00 LOT 014.00 Dvawing Title: COVER PAGE Scale: Issue Date: DECEMBER 20th, 2018 Steal: 11AM000000 1 OF 20 LEGEND CONTRACTOR TO ] EXISTING WD. FRAMED WALL VERIFY ALL DIMENSIONS AND FIELD r_____-1 TO BE DEMOLISHED THESE WALLS TO BE THESE WALLS TO BE CONDITIONS. LEFT ERECT. WINDOWS LEFT ERECT. WINDOWS REMOVED AND REMOVED AND STABILIZED STABILIZED NOTES 1) EXISTING FLOOR DIAPHRAGM TO REMAIN ALONG WITH ANY SUBFLOORING WE "U"' EVELOP 2) MANY WALLS ARE SHOWN AS DELOLISHED DUE TO MULTIPLE PENETRATIONS. IN THESE STRETCHES WINDOWS TO BE REMOVED WHILE WALL REAMINS UNTIL LATER DATE 3) ROOF AND ROOF STRUCUTRE TO BE REMOVED ENTIRELY AND WALLS BRACED AS NECESSARY TO REMIAN STABLE. _____ ____ 4)ALL INTERIOR SURFACES AND INSULATION STRIPPED AND DISPOSED _ — r _— --- __----"- -"`--, r ------ -- �� r -- — --- -- -- ---, i-- ----- ----_ ----- ----�+--------------- OF. ALL CABINETRY, FURNITURE, LIGTHING FIXTURES, ETC. TO BE I ; ." -_ REMOVED AND DISPOSED OF. r 1I I 5)TEMPORARY LIGHTING TO BE INSTALLED THROUGHOUT I .�� �_�� I ,�---�-------71 1�`� Ini ilii I N I 111 .1 MIL �I11 II J I rte=JI I I 1 r— I I II 0 1 I►i I I \ I I I _ L_J L C J 11 I —Ir IL U I I I I \ \ I--- --T---?---r—a-h----\ ---------- ---T ---- ———— -------------------- I- ____ -- L__� _S__-� __, r-----_ — -►---_ ———— ---------------------� I T I I 1 I I I I I I I I � I I 11 jj I I I I I I r r9 I I I I I I / 1 I I I I I I I I t I I ---------j I 17-- LLL 7-_L II 1 I � I I Revisions: �------------------------------------_---___— -- H Engineer of Record: James Deerkoskl __ 1 _________� 1 I I I I 1 I I --� r— — 1 I I LJ I of NEWDE Yo � o� 44 A I I 1 I n ���`u IIr---J -f�-- T---- --------------------- ----- I �-- -- -- — - -- ----------------------- I w I I r -I r—F--1 r -----------------------, r— ----- --- -- --�' — — -- ------------------------�—� ___ — 0 25 �• AROFESS�oNP Design Consultants: �INSTON L I I WE DEVELOP LLC; ELY I I I L_II_J 111 11 LIL__J L__-- I I 33 FLATBUSH AVE.,J6TH FL., I I I II I � I I Fr�� �� I I I BROOKLYN, NY 11217 T: 347-236-0141 wel @wedesi n-n c.com Owner's Information: OLD SALT ROAD, LLC 507 CLINTON AVENUE #1 , BROOKLYN, NY 11238 I (c) 347-236-0141 I I 1 WINSTONELY@GMAIL.COM /------------------------------ ----- Project Title: 770 OLD SALT ROAD HOUSE \ Project Address: 770 OLD SALT ROAD REMOVE EXISTING TREE AND I MATTITUCK, NY 1 1952 GRIND STUMP; PROPERLY I \\ 1 ,� I I // , DISTRICT 1000 DISPOSE OF ALL WASTE \\ I 1 \\ I \ I I / SECTION 144.00 BLOCK 05.00 �N,\\ \\ �\ \1 /�— //� THESE WALLS TO BE THESE WALLS TO BE LOT 014.00 LEFT ERECT. WINDOWS LEFT ERECT. WINDOWS Drawing Title: REMOVED AND REMOVED AND STABILIZED -- STABILIZED DEMOLITION PLAN Scale: Issue Date: 1/4" =_ 1 '-0" DECEMBER 20th, 2018 mac -_ IN Seal: 00M00 2 OF 20 LEGEND GENERAL FOUNDATION NOTES GENERAL CRAWLSPACE NOTES: 3-1/2' X 3-1/2' X V WITH 9 EACH -#4 BARS EACH CONTRACTOR TO ___ EXISTING 8" CMU BLOCK FOUNDATION WAY; REINFORCED CONCRETE FOOTING; SEE WALLS W/CONCRETE FOOTING 1) TYP. ENTIRE CRAWL SPACE 4' WIDE BLOCK-OUT FOR STRUCTURAL DRAWINGS FOR MORE INFO VERIFY ALL ----- ACCESS TO NEW STEEL STRUCTURAL MEMBER; SEE STRUCTURAL DIMENSIONS2) EXISTING GRADE TO BE LEVELED AND COMPACTEDFOUNDATION AREA; TYP. DRAWINGS FOR MORE DETAIL AND FIELD NEW 8" CMU BLOCK FOUNDATION WALLS 3) NEW 20 MIL PLASTIC POLYETHYLENE VAPOR BARRIER 46'-6" VIF ----- W/CONCRETE FOOTING WITH 6" OVERLAPS AND TAPED SEAMS CONTINUOUS IN 3-1/2' X 3-1/2' X 1' WITH 6 EACH - #4 BARS EACH CONDITIONS. CRAWLSPACE UP TO WITHIN 4" OF SILL PLATE; TYP. WAY; REINFORCED CONCRETE PIER; SEE 14'-5 5/8" VIF STRUCTURAL DRAWINGS FOR MORE INFO NEW CAST-IN-PLACE CONCRETE 4) CONTRACTOR RECEMMENDED REINFORCED CONCRETE FIREPACE BASE; SEE POINT-LOAD PAD SLAB"THICKNESS/SPECIFICATION FOR LOOSE CONCRETE "RAT STRUCTURAL DRAWINGS FOR MORE INFO 5) EXISITNG CMU WALL; INSPECT FOR CRACKS OR 2' X 2' X V WITH 6 EACH #4 BARS EACH WAY; REINFORCED ------- NEW STRUCTURAL MEMBER DEFECTS, REPAIR AND CAULK/SEAL AS NECESSARY FOR r---- CONCRETE PIER; SEE STRUCTURAL DRAWINGS FOR MORE WATER-TIGHT CONDITION; TYP ALL CRAWLSPACE -----------------------------------------z __JLTUN ------------- INFO 6) CLOSED CELL SPRAY FOAM INSULATION TO R-19 ENTIRE I I STEEL STRUCTURAL MEMBER; SEE WE L. NEW AND EXISITNG CMU WALL, RIM JOIST AND FLOOR U- I r------------------------------------- --- ----- I STRUCTURAL DRAWINGS FOR MORE DETAIL NEW CAST-IN-PLACE PAD DIAPHRAGM; TYP. ENTIRE CRAWL SPACE > I ( L--- m I I ` I -- NEW CMU CONCRETE BLOCK WALL WITH xx I I REINFORCED FOOTING. SEE STRUCTURAL --- — -------------------------- ----- -- -- DRAWINGS FOR MORE INFO.; TYP. O a I --------------------------------------------- ---- ----- I —' I I _ 1 i 3-1/2' X 3-1/2' X V WITH 9 EACH - #4 BARS EACH WAY; I I I I REINFORCED CONCRETE FOOTING; SEE I I i i STRUCTURAL DRAWINGS FOR MORE INFO I I I — EXISITNG CMU WALL. INSPECT FOR CRACKS OR DEFECTS, REPAIR AND CAULK/SEALAS LI NECESSARY FOR WATER-TIGHT CONDITION; I I I TYP ALL CRAWLSPACE I I I I j I I U I I I I O O I I ---z -----� I L------------- I z j I I U LIJ I I I ~ CY M v i I 8" X 16" FLOOD VENT (200 SQ. FT. I I I I I I I I FLOOD COVERAGE/VENT); TYP. 1 I I I i I O I I I I I I I o I I #4 REBAR @ 12" O.C.; TYP. i i t I i o COORDINATE TOP OF WALL j i j C/1) j HEIGHT WITH LOWER FRONT I I I I I .� I ENTRY PORCH FINISH LEVEL I I I u- I I D I > I I I 3-1/2' X 3-1/2' X V WITH 9 EACH - #4 BARS EACH UJ WAY; REINFORCED CONCRETE FOOTING; SEE 1 I I I STRUCTURAL DRAWINGS FOR MORE INFO j I j I I I 2' X 2' X 1' WITH 6 EACH - #4 BARS EACH WAY; 21, I 1 i I I j REINFORCED CONCRETE PIER; SEE j 2' X 2' X 1' WITH 6 EACH - #4 I STRUCTURAL DRAWINGS FOR MORE INFO ALIGN I I I BARS EACH WAY, I 1 STEEL STRUCTURAL MEMBER; SEE I I I REINFORCED CONCRETE I I r— I STRUCTURAL DRAWINGS FOR MORE DETAIL I I I PIER; SEE STRUCTURAL I I I Revisions: 1 I I u- DRAWINGS FOR MORE INFO I I \ I I I I 1 I I � Engineer of Record: James Deerkoski j — — I I STEEL STRUCTURAL I —J MEMBER; SEE STRUCTURAL -------------- I DRAWINGS FOR MORE 1 I I c0 ------� DETAIL j KDEE ---------- �f I I 1 I I CO ------------------ -J i w _——————— I I 07 11 -5 5/8" VI ---- I FESS Design I I Design Consultants: WE DEVELOP LLC; W NSTON ELY I I _ 33 FLATBUSH AVE., I TH FL., i j j I I � BROOKLYN, NY 11217 LO T: 347-236-0141 wely@wedesign-nyc.com CY) Owner's Information: ------------------- I I I i TOP OF WALL COORDINATED WITH OLD SALT ROAD, LLC 1 I I I I OUTDOOR SHOWER ACCESS DOOR 507 CLINTON AVENUE #1 , BROOKLYN, NY 11238 DETAILING; SEE A-111 (c) 347-236-0141 WINSTONELY@GMAIL.COM -----------------i L------------------------------- L----------------- ----- I ———————— I Project Title: r-- ------- J 770 OLD SALT ROAD HOUSE ----------- -------------- - --------- --- -- I I I I Project Address: > ALIGN 770 OLD SALT ROAD NEW 4" REINFORCED CONCRETE SLAB 1 L-------J LO I ' MATTITUCK, NY 1 1952 1 ---------__ - z PATIO, GRILL & DISTRICT 1000 ' I NG LINE SECTION 144.00 NEW CMU BLOCK BUMP-OUT FOR BILCO CELLAR ACCESS 10'-1 1/4" VIF I DOORS; SEE DOOR SCHEDULE FOR MORE INFO I BLOCK 05.00 17'-5 1/4" VI 8'-0" I LOT 014.00 Ilk 00 Drawing Title: FOUNDATION PLAN I � o Scale: Issue Date: I N `o SEE SHEET DECEMBER 20th, 2018 4" REINFORCED CONCRETE SLAB SET 24" BELOW PATIO FINISH Seal: ELEVATION WITH SUPPORT STUB-UPS FOR FINAL CONCRETE j POUR AT LATER DATE; SEE A-111 FOR MORE INFO 17'-4" ' 10 - 00 FOUNDATION PLAN 3 OF 20 LEGEND GENERAL FIRST LEVEL NOTES A/C COMPRESSOR REINFORCED 1)ALL EXISTING SHEETHING THAT DOES NOT NEED TO BE CONCRETE PAD 6"ABOVE NEW WOOD BURNING MASONRY FIRE-PLACE WITH CMU CONTRACTOR TO REPLACED TO BE RE-SECURED WITH ADDITIONAL NAILING; `� 12'-0" SURROUNDING GRADE BASE, BRICK EXTERIOR WITH COPPER FLASHING AND EXISTING WD. FRAMED WALL TYP. 36" TALL PTD CUSTOM MILLWORK NG STARTER VERIFY ALL THICK DASH LINE INDICATES NEW PTD. WindsoreONE NEW WD. FRAMED WALL 2)ALL EXISITNG SUB-FLOOR THAT CAN BE SALVAGED TO BE 13'-0 7/8" 10'-3" NICKEL GAP SHIPLAP PANELLING DIMENSIONS AND FIELD RE-SECURED WITH RING-SHANK NAILS; TYP 3)ALL NEW WALL FRAMING TO BE 2X6. EXISITNG WALLS TO FIRE-RATED DROP-DOWN ATTIC NEW 2X6 WD FRAMING WITH 1/2" OSB SHEETHING AND CONDITIONS. FIRE-RATED WALL BE SUPPLEMENTED AS-NEEDED; INCLUDING FOR ROT STAIR. CONTRA CEO, TYP.TO HOUSE WRAP; TYP. ALL EXTERIORS 4) NEW 1/2" OSB SHEETHING WHERE NECESSARY AND NEW o ,'\ j NEW ELEVATED 4" REINFORCED CONCRETE SLAB HOUSE WRAP THROUGHOUT; TYP. ALL EXTERIORS CHROME TED16"CLOSET ROD WITH ;�?; �' FIREPLACE & SEAT/FIREWOOD STOAGE AREA WITH PTD. STEEL PAINTED 16 DEEP HIGH-SHELF ' � �i " �� CEILING RIDGE TOE-KICK WINDOW 5) INSULATION ABOVE;TYR ALL CLOSETS I • WALLS - R-20 CLOSED CELL SPRAY INSULATION '-3 5/8" 8'-7" 5'-11 7/8" '-5 1/2' I NEW 12" X 24" CUT BLUESTONE PAVERS WITH CLEFT - 1 ST LEVEL FLOOR DIAPHRAGM - R-19 CLOSED CELL FINISH AND 3/8'; SAND SWEPT JOINTS WITH 6" STONE SPRAY INSULATION I RESEVOIR BELOW; TYP. DOOR • CEILINGS - R-49 CLOSED CELL SPRAY INSULATION i I Lu" •ALL GLAZED FENESTRATIONS - MIN. U-.32 1W E E V E •ALL GLAZED FENESTRATIONS TO HAVE OSB HURRICANE i--------------------------- -- ---- --- ------ ----- --------- -- - -- -- ------i I \ SHUTTERS BUILT FOR HOMEOWNER INSTALLATION; SEE 1 - - "� ---------- 7 ---- moo \ SOUTHOLD TOWN BUILDING CODE 1 --� r____ i r -� \ 105 106 10 108 o I SINK I I 11 I p I z I D _ - 1 0 -- O I ►. 11 00� I l i I I I I - TOILET I o — I I -- I O 1 w x CV 1 104 O \\\ I A200 X -- W i 1 1 '- n SHOWER m I 1 \ I 121 6 5/8 I I I a) 103 �� 116 I I 113 /\/ D I I I I I Z -- I I I L — I I I 1 > II I I _ I O TUB o :�._ A200 A200 -_ 115 \ -40 102 m ¢ I ¢ I I I I I I I I CLOSET I o o �/ 114 I �// I I I I I I jl -- Z 1 �T- , — M I I I II w I " i n n n " NEW 12 X 58 X 1 CUT NEW 12 X 5 X 1 CUT NEW CONCEALED I _ _ __-- I=________ --I-- I i I jl -O j BLUESTONE SLABS BLUESTONE SLABS FASTENER IPE 5/4 X 6 IPE ! 5" SOLID WD FLOORING; #1 RIFT OAK; TYP. 1 — 5'-10 1/2" I t I II ALL LEVELS W/CLEFT FINISH SET W/CLEFT FINISH SET WD DECK; SEE INTO GRASS WITH 6" INTO GRASS WITH 6" STRUCTURAL FOR I I I 1d5 I - --- STONE RESEVOIR STONE RESEVOIR FOOTING INFO �ioi I I I 0 O I z II .I I BELOW; TYP BELOW; TYP EXISTING F.F.E. !i WD DECK F.F.E. II ENTRY F.F.E. I I FIRST LEVEL F.F.E. I I II 0 — zit o'I I PATIO F.F.E -- +9.2 1 +9.7 l I' +9.7 I I +11.7 I I II 01 1 +10.7 --- I LL J I I 231'-6 5/8" II q I UP I w ioo I z UP = I I U 4-- 0 - -- LO 0 ( W I ( (V — I — � -- 1 I 1 3'-11 1/2" x 11'-7 1/2" T-11 1/2" I i NEW PEA GRAVEL DRIVEWAY WITH - 1 I zUJ x STONE RESEVOIR BELOW AND o I I i- __ i I I I _ o aoI ------ -------1-1---------- ------ A-500 BLACK PTD. STEEL EDGING; SEE o I I t ----- - ---------- - ~ a LANDSCAPE DETAILS; TYP. �, I i X100 j l I I I t N j I -o<--_ w � I I x I I -------------I-I------------------ ( i—i z Revisions: I I I I M I I _ I CO Engineer of Record: 1 I IL A-5o0 1 1 i I I CD --II �____________ -t - ----- -- ----� � - ---- --- -ter- - �- - o James Deerkoski x, ft— _ r 119 1 i I I I I I U P , I I x I I 5'-0"1 - (? a� CONCRETE SLAB F.F.E. 1 \ j A2oo ----- I _ - O m �F NEW O I I I (P I I I I I Un- ItE �° w U I i I I I I 1 I I:f' --- I -- I i I w Z '� ,'_' r I ----- — — -------- I I -- ----- ------ -- —� Jho �� O� 2 07 z 11,X UP ---------------- -- 1' --------- --------, -------------------------- L6 ---------------------- ' - - R�FIrSS�ONP Q w �— I �i 101 Q LLI 110 Q O. \ O I / Design Consultants: N > Z FYre Sep�ri LY� l + \\ X11 \ 118 ' 104 z 0 h - required C_s per m I 7_ 11� I — WE DEVELOP LLC;WINSTON ELY Lo o \ 33 FLATBUSH AVE., 6TH FL., 9 X , NYS Code Of N X W W I 109 io8 - In - i BROOKLYN, NY 11217 UJ w m ►- T: 347-236-0141 wely@wedesign-nyc.com - a co V \ 111 I Q I I Owners Information: r- 120 Z o \ O w I - OLD SALT ROAD, LLC O I - __ 0 1 A2oo _ ~ a o I � -- I 507 CLINTON AVENUE #1 , BROOKLYN, NY 11238 CONCR SLAB F.F.E. I �' _ A2oo i - - - w (c) 347 236 0141 I m 9.2 -BATH 172 _¢ _ I j WINSTONELY@GMAIL.COM 1 m I �7) 1 - I 121 I eM- i- 0 1 1 Project Title: EC H 122 I O I 1 I - -------------- ---------------� - �- --- ► AD HOUSE - - -- - -- —— — - Address. 112 111 110 103 109 I Project I --- - — - -- - I -- _ 770 OLD SALT ROAD WD DECK F.F.E. - �t io6 - -- j A-5oo MATTITUCK, NY 1 1952 � - DISTRICT 1000 --- - - ---- I SECTION 144. NEW 1/2"AC PLY LINING ALL SURFACES OF GARAGE; -- - --- - 00 INCLUDING ON MECHANICAL ROOM AFTER LAYERS --- - UP . OUTDOOR SHOWER 116. _ BLOCK ACHIEVE FIRE RATING; INCLUDING CEILING; WITH � _ ___ __ _ _ 05.00 POLYURETHANE SEALENT, TYP. - LOT 014.00 0 0 8'-10 1/8" 9'-411 1 .1/2" 6'-3 1/4" FIRE RATED ENCLOSURE FOR MECHANICAL ROOM; WITH // _ Drawing Title: PLY COVER TO MATCH GARAGE; GRAVEL PATH F.F.E. J TYP. FIRST FLOOR PLAN GWB FIRE RATING ON INTERIOR OF MECH ROOM; WITH +9.7 x AREA DRAIN IN MECH ROOM r--- -- - -- -- - --- - -- CUSTOM CAST CONCRETE POLISHED I ( A-500 Scale: Issue Date: NEW PEA GRAVEL WALKWAYS WITH , � I SEE SHEET DECEMBER 20th 2018 �� AREA; I UTILITY METER A -NEW CONCRETE REINFORCED 4 SLAB ELEVATED TO STONE RESEVOIR BELOWAND IPE DECKAND CEDAR GRILL TABLE; BY OTHERS; BASE ELECTRICAL OUTDOOR SHOWER REINFORCED CONCRETE FLUSH HEIGHT OF ENTRY DECK; TYP. SWITCHES/METERS' BLACK PTD. STEEL EDGING; SEE I ------- --------I I Seal: • NEW 4 REINFORCED SLAB IN GARAGE AFTER OLD THIN LANDSCAPE DETAILS; TY R ENCLOSURE; TYP. FOUNDATION SLAB AND STUB-UPS ------------�------------- SLAB REMOVED; TYP. GARAGE; POLISHED SOLAR CONTROLS, GAS BY CONCRETE CONTRACTOR; TYP. ' METER; ETC. Ir% owl FIRST FLOOR PLAN 12'-0" 24'-5 7/8" 1/4" = 1'-0" RESERVED FOR UTILITYAREA • PRESSURE TREATED 4X4 POSTS WITH PTD CEDAR WRAP PATIO AND GRILL AND CEDAR CAP WITH COPPER FLASHING; TYP. 20'-3 5/8" (EXISTING) 4'-0" 45'-0" 16'-0" 4 OF 20 • 5/4 X 8 PTD CEDAR RAILS (3-4 PER PANEL); TYP CONTRACTOR TO VERIFY ALL DIMENSIONS AND FIELD CONDITIONS. INSTANT HOT WATER HEATERS; SEE MECHANICAL SPECIFICATIONS; TYP. FIRE-RATED DROP-DOWN ATTIC STAIR. CONTRACTOR TO SOURCE; TYP. F-1 WEDEVELOP I p L- 1 _ _J1Ip I F- '-— JI I � I I � I I I 122 I I I I I I I I I I I L-----------J 1-1/2:12 SLOPE 9:12 SLOPE 9:12 SLOPE 1 1 -40 -40 I � - I I STAIR HALLAND COMBINED HALL AND COMBINED CHROME CLOSET ROD WITH PAINTED 16" DEEP HIGH-SHELF I WINDOW UNITS I WINDOW UNITS I ABOVE;TYR ALL CLOSETS I EQ. EQ, I FIRE-RATED DROP-DOWN ATTIC I STAIR. CONTRACTOR TO SOURCE; I I TYR 3'-3" 3'43" 3'-3" 3'43" 14'-11" I X I A-500 J—— ————————————� --I-- --- — ---- -- L—T)5 ------ --- — ---------------------I Revisions: --- 0� `2 11 — I J: 2 _ _ 2 3> �4) i I Engineer of Record: ----------------------- -----�-- o \ --- — =- -- — James Deerkoski II I I I i I J I I I I I I I i J I 200 �/ SECOND LEVEL F.F.E. j \ OF NE14,Y� I I I I I IIN Q I �� �N +21.7 I �P ,. DEE .Q I I ( 208 = I i �f l I ���' �'r '0 O oil � ��r ' x' w I t I i I I I DN \C?W 077'-'- \ - I I r_ , I I LUi R�FESS NI L Li Li -- - I I I 203 O _ _ I � I 5:12 SLOPE 2 N - -- - I I U) I I I I M _______� __ co _ c� — I ' Design Consultants: I w I o4 � I I o I / I I I `�' W-- i N N — WE DEVELOP LLC; �INSTON ELY I 33 FLATBUSH AVE. 6TH FL. m GARAGE SECOND LEVEL I 0 I ° ° I I of I / 209 , I I I x I DECKS AND EXTERIOR DOORS I I - # " _ I I I/ O �I I I A2oo x �� I BROOKLYN, NY 1 1217 O I I Q i i j j I T: 347-236-0141 wely@wedesign-nyc.com _ ---� N 77 m _ _ ' I I I I Owners Information: I i o 4' 6" 2P2 - I I I I i i OLD SALT ROAD, LLC - I ► A2oo _,- I i i 507 CLINTON AVENUE #1 , BROOKLYN, NY 11238 207 - i (c) 347-236-0141 _ 201 WINSTONELY@GMAIL.COM Project Title: I I I I I 206 207 I I — a I 770 OLD SALT ROAD HOUSE ---------------------- ---- — ---- O I 2 I I Project Address: — 770 OLD SALT ROAD NEW CABLE-RAIL GUARD WITH IPE WD MID-POSTS 91-711 r AND CAP; TYP 204 AND 205 DECKS I MATTITUCK, NY 1 1952 4'-6" 12'-7 1/8" 5'-3 7/8" 74' 16'-6" 4'-6" 4'-8" NEW CONCEALED FASTENER IPE 5/4 X 6 IPE WD DISTRICT 1000 DECK OVER TAPERED BEAMS, EPDM CONTINUOUS I SECTION 144.00 MEMBRANE 12" UP SURROUNDING WALLS WITH I 46'-2j' DRAINS TO DRYWELLS VIA WALLS BELOW ; TYP. I I BLOCK 05.00 204 AND 205 DECKS I LOT 014.00 Drawing Title, j CLOSET OPENING, CEILING STAIR AND COMBINED WINDOW UNITS SECOND FLOOR PLAN I I BATH CLOSET Scale, Issue Date.. AND WINDOW UNIT SEE SHEET DECEMBER 20th 2018 I , Seal: 1 SECOND FLOOR PLANu 2 . 00 tk I 1/4" = V-0" o 5 OF 20 LEGEND CD\ CONTRACTOR TO EXISTING WD. FRAMED WALL VERIFY ALL NEW WD. FRAMED WALL ARCHITECTURAL ROOFING SHINGLES; TYF DIMENSIONS AND FIELD EXISTING WD. FRAMED WALL WITH NEW STANDING SEAM METAL ROOFING; TYP. CONDITIONS. WD. FRAMING TO ACHIEVE STANDARD 2X6 WD. FRAMED WALL WINDOW DOOR W - - - -- ----- - --- -- -- - - - - - - - --- - - - ------- -- - - - - - --- ..... .......... .......... - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SINK - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ TOILET -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - SHOWER — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o - - - - - - - - - - - - - - - - - - - - - - - - - - tat - - - - - - - - - - - - - - TU13 2:12 SLOPE _U9:12 -SLOPE- 9:12 SLOPE - - - - - - - - - - - - - - -------- CLOSET - - - - - - - - - - - - - - - _H_: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SNAP-TOGETHER STANDING SEAM ROOF; --— - - - - - - - - - - - - - - - - - - - - - -------- CONTRACTOR TO SPECIFY FOR — ALLOWABLE 2:12 SLOPE - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - - - - - - - - - ARCHITECTURAL ASPHALT ROOFING — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SHINGLES; ICE AND WEATHER SHIELD ROOF PREP ISELOW; TYP. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - ARCHITECTURAL ROOFING SHINGLES; TYP. t- - - - - - ----- - - - - - - - - - - - - - - - - - - - - - - - - Revisions: I I I I K I Engineer of Record: I 1 1 4- I I- I--I I I I I I I- 4- 4- j-------- -------- James Deerkoski BATH CLOSETAND MASTER CLOSET Sr I 13'-0 5/8" - - - - - - - - 0� NEW 7 r———————————, LL1 LLJ CD C\1 O I I r r=--— F--_1_J _J 7 L _J L _J 04 5:12 SLOPE M00 77 Design Consultants: 0 I I UJ I I WE DEVELOP LL , WINSTON ELY ---- - - - - - - - - - - 33 FLATBUSH A 0I I j 209 0 - - - - - - - - - - - -- - I J i II I N - - - - - - - - L C14 T: 347-236-0141 wely@wedesign-nyc.com - 00 7 1 1 1 1 1 1 1 1 1 1 1 1 7 7 -) I--I I I I I L.I J.I.-i I I UTILITY ROOM[00 1 Owners Information: - - - - - - - - 7 04 OLD SALT ROAD, LLC -A I I I I I I I I I I I I I I I I I 1 11 1 1 1 04 L----- —-------- - - - - - - - - 507 CLINTON AVENUE #1 , BROOKLYN, NY 11238 I I Jill Jill III III lill III 111 1111 c 47-236-0141 vi I I I I I I I 9-7 3/4" WINSTONELY@GMAIL.COM R( Project Title: I I I I - - - - - - - - - 770 OLD SALT ROAD HOUSE —————— Project Address: 770 OLD SALT ROAD MATTITUCK, NY 1 1952 2 GAS FIRED INSTANT HOT WATER HEATERS; SEE MECHANICAL SPECIFICATIONS; TYP. DISTRICT 1000 SECTION 144.00 DROP-DOWN WOODEN FIRE-RATED UTILITY STAIRS; CONTRACTOR TO PROPOSE BLOCK 05.00 BRAND/MODEL TO ARCHITECT FOR APPROVAL (MINIMUM 350LB. CAPACITY) LOT 014.00 1 Drawing Title: SECOND FLOOR ATTIC PLAN Scale: Issue Dat SEE SHEET DECEMBER 20th, 2018 Seal: 11111IF1 SECOND FLOOR ATTIC (PLAN Am 1/4" = V-0" 6 OF 20 LEGEND CONTRACTOR TO EXISTING WD. FRAMED WALL VERIFY ALL NEW WD. FRAMED WALL 47'-10" DIMENSIONS AND FIELD EXISTING WD. FRAMED WALL WITH NEW CONDITIONS. WD. FRAMING TO ACHIEVE STANDARD 321-911 41-1011 101-311 2X6 WD. FRAMED WALL WINDOW V-41 3'-311 DOOR W E Pum" E V E L 0 P" - -- --- -- - - -- ------ - - L 74- -- ---- - - -- --- - - - - -- ---- - ----- --- -- - - -- - - ---- -- - SINK • _ --_ TOILET SHOWER =172 2- 9:12 SLOPE 9:12 SLOPE- TUB 10. -------- CLOSET SNAP-TOGETHER STANDING SEAM ROOF; CONTRACTOR TO SPECIFY FOR ALLOWABLE 212 SLOPE I I ARCHITECTURAL ASPHALT ROOFING SHINGLES; ICE AND WEATHER SHIELD ROOF PREP BELOW; TYP. I I Revisions: Engineer of Record: r-------- ------- James Deerkoski F NEW DEE4, ro UJI UJ wIL O 0J U) I I U) N C%4 166 I I 0j1 Design Consultants: W C14 UJ WE DEVELOP LLC; V INSTON ELY CL I I 0- 33 FLATBUSH AVE., 6TH FL., oI I JI I BROOKLYN, NY 11217 U) I I U) N C\1 I I - T: 347-236-0141 wely@wedesign-nyc.com 77 I II I Owner's Information: 0 Ul )iOLD SALT ROAD, LLC 507 CLINTON AVENUE #1 , BROOKLYN, NY 11238 (c) 347-236-0141 WINSTONELY@GMAIL.COM Project Title: 770 OLD SALT ROAD HOUSE ----------------------------- L-------I -------J Project Address: r x- 770 OLD SALT ROAD 1'-411 4t-611 41-611 11-411 MATTITUCK, NY 1 1952 DISTRICT 1000 48'-10" SECTION 144.00 BLOCK 05.00 LOT 014.00 Drawing Title: ROOF PLAN Scale: Issue Date: SEE SHEET DECEMBER 20th, 2018 Seal: ROOF PLAN 0 1 1/4" = V-10" 7 OF 20 LEGEND NOTES: EXISTING WCI. FRAMED WALL 1) EXISTING BUILDING HAS CRAWL SPACE AND MINOR EXPANSION OF LIVING AREA TO BE SAME CONTRACTOR TO VERIFY ALL NEW WD. FRAMED WALL 2) EXISTING DRIVEWAY ASPHALT. PROPOSED DRIVEWAY TO BE PEA GRAVEL DIMENSIONS AND FIELD EXISTING WCC. FRAMED WALL WITH NEW 3) IMPERVIOUS LOT COVERAGE ARE AS FOLLOWS UNLESS OTHERWISE STATED ON SURVEYOR'S DRAWINGS: CONDITIONS. WD. FRAMING TO ACHIEVE STANDARD 2X6 WD. FRAMED WALL • Decks (outdoor shower and front deck) 256.179 square feet - House _ 2,272.56 square feet -- F- I WINDOW - Garage _ 415.33 square feet DOOR SUMMARY LOT _ 15,855.9 SQUARE FEET W EE VEL 00" 20% = 3,171 .18 SQUARE FEET TOTAL IMPERVIOUS LOT COVERAGE AS PROPOSED = 2,944.069 SQUARE FEET Remaining lot coverage = 227.108 square feet SINK 4.) ALL DRIVEWAYS, WALKING PATHS, STONE PATIO ARE ALL PERVIOUS AREAS O TOILET SHOWER 38'-2 3/4" 16'-0" 2514" 12'-10 3/4" o TU13 PERMEABLE STONE GRASS AREA PATIO AREA CLOSET 04 I � o co r e- 00 WOODEN ELEVATED DECK ui � Y � \\ PERMEABLE BRICK ON-GRADE �% z WALKWAY/DRIVEWAY s 0 r w PERMEABLE STONE SLAB PAVERS --I z ON-GRADE W/GRASS BE U _�, 5 PERMEABLE ON-GRADE STONE PATIO 36-2 3/4" a a ` \ Revisions: � � �J z Engineer of Record: IMPERMEABLE o - James Deerkoski 30'-2 3/4" ELEVATED WOODE �� W z o''' Z o J w Z _ ����� PERMEABLE PEA j o o - N N �O C0 } r lT GRAVEL DRIVEWAY Z II W F ° J i,- + w II i i it ��1'COACOb ddn���C � N � ,�.^ JPO pyo. 07 c? W '; AR�FESS��NP� I i Z \ I = -� - O Design Consultants: \ F-- WE DEVELOP LLC; WINSTON ELY 33 FLATBUSH AVE., 6TH FL., BROOKLYN, NY 11217 0 C, T: 347-236-0141 wely@wedesign-nyc.com ¢ I o �� Cc J I ry 0 Owner's Information: W - OLD SALT ROAD, LLC I _ - 507 CLINTON AVENUE #1 , BROOKLYN, NY 11238 UJ /T BATH 112 '.,i (c) 347-236-0141 WINSTONELY@GMAIL.COM ECH122J J - Y — — - — _ t Title: -- Project -- - -- 770 OLD SALT ROAD HOUSE _- _- OUTDOOR SHOWER,161 Project Address: i - 770 OLD SALT ROAD / MATTITUCK, NY 1 1952 o IMPERMEABLE ON-GRADE --- —- DISTRICT 1000 STONE PATIO �, N SECTION 144.00 o� " BLOCK 05.00 °' PERMEABLE PEA LOT 014.00 co GRAVEL WALKWAY `�' Drawing Title: r SITE PLAN Scale: Issue Date: SEE SHEET DECEMBER 20th, 2018 Seal: SITE PLAN --- AN= -Jul 20m00 1/811 - 1 0 8 OF 20 111, a 10 LEGEND STORMWATER RUNOFF CALCULATIONS �' �♦ 1 SEE ATTACHED SURVEY FOR SPOT ELEVATIONS, NEIGHBORINGCONTRACTOR TO j V DIAMETER CONCRETE RING DRY WELL A * I * C = Q Q/ 42.3 = V 1 (300 GALLON STORAGE CAPACITY PER WELLS, SOIL INFORMATION FROM TEST HOLE VERIFY ALL / VERTICAL FOOT Q=STORM WATER RUNOFF(C.F.) V=VOLUME TO BE STORED(VERTICAL FEET) DIMENSIONS AND FIELD C=COEFFICIENT OF RUNOFF Q=STORM WATER RUNOFF (GPM) 1=RAINFALL INTENSITY(INCHES/HR.)_2" STORM 42.3= CONVERSION CUBIC FEET TO VERTICAL FEET CONDITIONS. A=AREA IN SQUARE FEET -- 8" PVC INLET VI/1% MIN. SLOPE. ZONE C I (INCHES/HR.) A(SQUARE FEET) Q(C.F.) Q(C.F.) C.F. ->V.F. V (VERTIAL FEET) 0 DOWNSPOUT FROM ROOF GARAGE ROOF SILT FENCE AS PER "TOWN OF A 1 0.17 250 42.50 42.50 42.3 1.00 -- SOUTHOLD CHAPTER 236 B 1 0.17 250 42.50 42.50 42.3 1.00 111110% rmwy& STANDARD STORMWATER DETAILS WE DEVELUF MAIN ROOF C 1 0.17 510 86.70 86.70 42.3 2.05 D 1 0.17 1339 227.63 227.63 42.3 5.38 2ND-LEVEL ROOF E 1 0.17 565 96.05 96.05 42.3 2.27 F 1 0.171 5651 96.051 1 96.05 1 42.3 2.27 TOPSOIL STOCKPILE AREA 500 S.F. +/- 10' SETBACK FROM SEPTIC RINGS 10' SETBACK FROM FOUNDATIONS 3'-0" SETBACK FROM PROPERTY LINE SILT FENCE; SEE DETAIL THIS SHEET TEMPORARY CONSTRUCTION OTRANCE SEE DETAIL IS SHEET ------ ---------------------- --j------------------------ ----------------------------------------------- - ,:, ------------------------------ ------------------------ ----------------------------------------------- I- -- ---- / .•MA f `. / � �_ 18^•0=� I/ / ------------ / ------------------- I ? ' ZU. I +' t-' Yr f ir' {' 6"MIN, / // / / \\ / I I I I ,,•j� PERSPECTIVE VIEW f r.<, 1 ----------------- ------ - ❑ ----- 36" MINIMUM 2 x 2 FENCE POST WOVEN WIRE FENCE I i \ \\ ( / �� ------- LL I ( 1 (6 x 6 - 10110 WWF) z I I J I / 0 / / I H 1 s FILTER CLOTH i / / I /' _ LLU LL- w U. 1 Z I I \ J LL a W 0 W EMBED FILTER CLOTH R'4'DF 1 i 0 / 1 �' 0 U LU W ♦ "'?` MIN. 6" INTO GROUND _ ,I / O �( (� 'W W �` I LtJ Revisions: \ 4.I io 11 1 \ f 1 `- -- LJ. -FJ I ♦ W�♦♦ III r;�;;;?,;: Engineer of Record: W QW NOTE: oo OO James Deer koskiF- -MAXIMUM DRAINAGE AREA 1l2 ACRE / 100 LINEAR FEET 1 \ W a •` W i /100. UJ ¢o W W SECTION DETAIL ( \ I 11111111C4I-' > I \ ---- ---------- / --- --- . �` ' lr`' o w ro r- J / ♦ e� Xry SILT FENCE DETAILS I I \\ SCALE:NTS I I I / / / I 1 U J O I f.'1•. vJ ' � "V.G\ � c•' R� 4yt .i, 14 Li %- 00 n 1 - r - fiEss\ J iggg. - LL1 _ V I I o 1: S LL o��� / o LL o I V LL C7 II I I LL I- W I 1 , N / I O ' Design Consultants:s: I LLI- OQw I it � �- C� � I I I* 'cl o Ste_-�-.`i o Q F- O o II I w O a w i ��-�// H' WE DEVELOP LLC, NSTON ELY W % ¢W I 0 w w I 1 > 0 0 1 � ; :: 33 FLATBUSH AVE. > \ _/' /I . w I I O I I i , �TH FL., 1 1� Y I 0 > wPLU 1 I 1` LLJ � W ;'; 50'MIN. I ♦ ♦ / 1 I rLLV) Z 1 II 0NwI-- w I I I BUT BUFLCIENT TO KEEP ,I BROOKLYN, NY 11217 �. i. 11 1 �; w cn z I 1 T: 47-2 s n c.com SEDIMENT ON SITE I 3 36-0141 wel @wede I n- HAY BAIL AND/OR1 . ,, I I J 11 I I Q I I I •� "'' Owner's Information: SILT FENCING - I u . Q w I rr, OLD SALT ROAD, LLC 1 1 �/ I /. I I� 0a 11 II UJ w . 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I I �'•?<; Drawing Title: CONSTRUCTION ENTRANCE•FOUNDATION OF COMPACTED 3/4"STONE BLEND OR N.V.STATE D O T APPROVED R.0 A I L--------------------------- ------------------ ---------------___--___-___-_-------_____-----___--------_--__--------__ HAY BAILAND/OR FILL T01'8"'(W)ABOVE EXISTING GRADE FOR DRAINAGE ---------------------------- -------------------I ---------_------------------------------------------------------------- - -I- ^,f•L {, STORMWATER MANAGEMENT PLAN SILT FENCING .,.< CROSS SECTION F Scale: Issue Date: SEE SHEET DECEMBER 20th, 2018 TEMPORARY CONSTRUCTION ENTRANCE �,{,,• Seal: SCALE:NTS IryF,s MCI xf I STORMWATER MANAGEMENT PLAN 21 mOO 1 1/8" - 1 1-011 9OF20 CONTRACTOR TO VERIFY ALL DIMENSIONS AND FIELD CONDITIONS. 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N OJ Q D m I— --1 z 0Q Q (n J (�' U LL.I rQ- o � � lio 00 _ J W Q P y Q z �o O 12 MIN • .e Q W O Q Q U � LO x z `I a O N \LL > � ii\ \ \� moi\ —�° LJ- LJ-J N �I (/) o I-. LLJ w I A a a N Z W U U j O Q a a z i w ` \LLJ �� � _ Lu z W X J N m�_� I (n = Z Z O - \_'N/ m o I = b4 •Q' a U I`' �` tnQ g w a �, 4-4 �- I �. ��� LLJ ~ >- -� � iv �� ���,� " � �� I N •� '" o U C-) J W I ;� p \ (n i-- Wt�iILL a >- z ��� I O Z a• X (� z ``�,o``� I o .� ai v N a o W (� --J I� Q U J JLO FwI C7 W W �•a `��� W (� ='o.w\ ``ALO ��� ( `, "C7 Q r` v (� Q IO W m ^ -36-.2'-- = I ` — — — — — — x as `` 1= `` w c� o .-.� O �L �C Q �i f� W O o O M I� S Revisions: eM3n180 � w . / o z \\ o V, �, ; m W Engineer Deerkoski 10/3NO1S ONIISI 3 Q 1-o , o \ \ .;�` .�� ; 1 o I o o 6" � I 1 0 3XId NI oN �c cY \ a c�o \i i \ � \\ W m co �l o Q Z O O 40 I— I oz \ �� �� rn c,c�o �lbM�ldM, z LJ W /\ ��¢ / /j\ \ \ `�;\ `�;;;\� �`�� X - \01IN8 snoln213d 'dOdd O o \ /\ \ \� `` `` "'�, w w �C O J W \ O IJ O L NEW 20.3' / \/ \/\ \ \� ��� � J Woo Z N) > 12 \ O LLJO O ti� Yn O O —� I—. ct W I ® � UNDERGROUND UTILITIFt� f - ` `;\\\ \\\; o oLn * � 1. w _ o _ _ _ _ _ _ _ _ k_ �`' _ _- - - O 14 = V) O Z O C7 O 0� c� I EXIST. WATER SERVICE t 6" -,� W r-- L ,I, ti X' o o ' � co C1 ,> U --� >- Q � O O O `�Fp� o ,p"? ��. C6 n o0 06 I C/] W 8 F. LU LLi Q �U U RpFF-SS\p' N U I w �� w w a � (n � � NO � O I zo o r rr ``' r 3 � C�7 O (� WQ- J j 00 Design Consultants: M I N 10 �5 00 W o m z �¢ 155.00 (MAP) w N �, Cn N WE DEVELOP LLC; WINSTON ELY -H W z w �„ ao o� oZ 159.9 (BULKHEAD) m Z J O U 33 FLATBUSH AVE., 6TH FL., o � o tY 0- n N 0 3 x m o ��_,, a o 0 0 W O ; BROOKLYN, NY 11217 d ? o w o W Q CL �o " �, O O Q <C T: 347-236-0141 wely@wedesign-nyc.com W CD O -i m ^ O O z 4t-6" I \ ) Z) � �.LJ Cr- Owners Information: J Q (1 � � w 0 0 .. . o - o Q o rYQJ Q OLD SALT ROAD, LLC z 1 `� �' = °' °' �, OLU�I �U O W 507 CLINTON AVENUE #1 BROOKLYN NY 11238 O O '� 0- o O ff ` a Q0CL 0, 0 W � O (c) 347-236-0141 U O CL C ,° b ro �_ c N O � WINSTONELY@GMAIL.COM IJI1 a 4-4 rA OW O � V � A .� E 'O+ 4 0 Q (� N Cr I , I O O Project Title: a ° `'� �' w = o 0 0 � W I� �W o IIJ 770 OLD SALT ROAD HOUSE O I � Ld a /1 N Z z z Q z 3 O Q O 00 O (� J Project Address: �_ o w o F, o TTT 00 00 O L � �Z O U Z 770 OLD SALT ROAD U Q ro C° N Q) Q O W d- > U MATTITUCK, NY 1 1952 w CD >` Cn Z O? I-- `I I-- (n I v N N 0-) � � Q O < O z DISTRICT 1000 o Q t 1 1 ck o ~ j k-- J Q SECTION 144.00 U w T o 0 Ln Ln W Q W O O O I— C1 BLOCK 05.00 c� o r-- O a- co - m c, �- Q raj^ J —I O U LOT 014.00 O ~ O Li W O 0 L J O Q I, ill v, O < � I Drawing Title: m (jl j a o o �- L o O � SURVEY WITH W 0 LL W Q W O > o Q z � PROPOSED SEPTIC DESIGN U LL_ � � OJ � � Q Q f—LLJ :DJ Scale: Issue Date: Ui d � — 0 (� � SEE SHEET DECEMBER 20th, 2018 Seal: NVIA 22mOO 10 OF 20 CONTRACTOR TO VERIFY ALL DIMENSIONS AND FIELD CONDITIONS. WE DEVELOP PVC TRIM FACIA; TYP. PVC TRIM; TYP. ENERGY EFFICIENT ALUMINUM CLAD WINDOWS. ALL WINDOWS/DOORS TO HAVE CUSTOM PLYWOOD HURRICANE SHUTTERS BUILTAND STORED ON-SITE FOR CLIENT INSTALLATION; TYP. ENERGY EFFICIENT ALUMINUM CLAD DOORS. ALL WINDOWS/DOORS TO HAVE CUSTOM PLYWOOD HURRICANE SHUTTERS BUILTAND STORED 12 12 ON-SITE FOR CLIENT INSTALLATION; TYP. 99 I 208 NEW PTD WOOD GARAGE DOOR; TYP. BOARD & BATTEN SIDING WITH HOUSE WRAP BEHIND; TYP. 1-1/2" PVC LEDGER; TYP. If fill COPPER THROUGH-FLASHING; TYP. j i �� 8" REVEAL CLAPBOARD SIDING; TYP. 208 / 204 7 I t NEW MASONRY WOOD BURNING FIREPLACE; TYP. ALL EXISTING AND NEW CMU BLOCK FOUNDATIONS TO BE SEALED AND PARGED WITH DARK GREY CONCRETE 3 NG GAS GRILL; TYP. EXTERIOR COATING; TYP. 4- 1072 CONCRETE TABLE; TYP. fi GA-Rh(mlf- 'PbWk- ZZ.S A/C COMPRESSORS ON REINFORCED CONCRETE PAD; TYP. ! NEW WOOD FENCE; TYP. 59eotzp LfvF,L. f F F_ L }- - _ \ Revisions: _ 104 103 j 102 100 \\ I Engineer of Record: James Deerkoski F1 I / \ \ F,NE T7T /. \ 101 t �j.D t R�FESS I WE DEVELOP LLC; WI STON ELY 33 FLATBUSH AVE., 6TH FL., -- _ --- ---- -- -- =771 BROOKLYN NY 1 1217 -- -- — _ - ' 1111T �1TI 1TI7711T IiTI— Ti 11� 11T I - - we @wedesi n- - --- -- - - _ --- ---- - ! --- - - _ ---- n c.com Owners Information: n OLD SALT ROAD LLC 507 CLINTON AVENUE #1 , BROOKLYN, NY 11238 O3 72360141 ----- - ---- — - - - — ! WINSTONELY M II-----IIII---IIII IIII—IIII IIII—IIII—IIII IIIIIIIIIIII --IIII- - IIII- -IIII- -IIII- -III: -IIII - - IIII- -IIII--IIIA - — III- -IIII--IIII—IIII II. III IIII IIII III I I III III IIII IIII IIII - -IIII- -IIII- -IIII -IIII IIII IIII—IIII IIII—IIII IIIIIIII---IIII—= IIII-- IIII—IIII- Project Title: 770 OLD SALT ROAD HOUSE Project Address; 770 OLD SALT ROAD j MATTITUCK, NY 1 1952 DISTRICT 1000 SECTION 144.00 BLOCK 05.00 LOT 014.00 Drawing Title: ELEVATION FACING SOUTH Scale: Issue Date: SEE SHEET DECEMBER 20th, 2018 Seal: 1 ELEVATION FACING SOUTH AMAIJ00000 1/4" = 1'-0" 11 OF 20 CONTRACTOR TO VERIFY ALL DIMENSIONS AND FIELD CONDITIONS. WEDEVELOP PVC TRIM FACIA; TYR PVC TRIM; TYP. ENERGY EFFICIENT ALUMINUM CLAD WINDOWS. ALL WINDOWS/DOORS TO HAVE CUSTOM PLYWOOD HURRICANE SHUTTERS BUILTAND STORED ON-SITE FOR CLIENT INSTALLATION; TYPR, ENERGY EFFICIENT ALUMINUM CLAD DOORS. ALL WINDOWS/DOORS TO HAVE CUSTOM PLYWOOD HURRICANE SHUTTERS BUILTAND STORED ON-SITE FOR CLIENT INSTALLATION; TYR IPE DECK WITH HIDDEN FASTENERS; TYR CEDAR 2X WALL CAP; TYR PVC CORNER BOARDS; TYR METAL 1/2-ROUND GETTERS AND DOWNSPOUTS DRAINING TO DRYWELLS SEE STORMWATER MANAGMENT PLAN A-121; TYR -41 WOOD OUTDOOR SHOWER ENCLOSURE; TYP. BOARD & BATTEN SIDING WITH HOUSE WRAP BEHIND; TYR 1-1/2" PVC LEDGER; TYR 210 ` 2os 20178" REVEAL CLAPBOARD SIDING; TYP. 1 \ \\ WOOD OUTDOOR SHOWER ENCLOSURE; TYP. � I / \ NG GAS GRILL; R Revisions: I I r Engineer of Record: CONCRETE TABLE; TYR WET LOCATION LIGHT; TYR James Deerkoski PVC TRIMI; TYP. ! UTILITY METER AREA,; TYP. 12 \ F NEW 5� DEEr�r�'Q'f NEW WOOD FARM FENCE:; TYP. LU 112 111 \ 110 103 I I OPEN \ Design Consultants: - WE DEVELOP LLC; WINSTON ELY 33 FLATBUSH AV , 6TH FL., I BROOKLYN, NY 1 1217 \ -- T: 347-236-0141 wely@wedesign-nyc.com Owner's Information: OLD SALT ROAD, LLC y -- 507 CLINTON AVENUE #1 BROOKLYN, NY 11238 �,il I�il �iil lil it _ I I __-- Ili -- ilii _ -- IIII Illi IIII IIII __ - ---- _ - -- == - --- 1 I - -- - --- - - --- -- = (c) 347-2 3 6-0141 - � I --_-- -' ------ I- -- � I _ ! - - _ !-- - = WINSTONELY@GMAIL.COM LL� I I ---- ---- ---- _ _ — _ I Project Title: - -- ��-- - -- - -- - - - - - - - - -- - - II -- _ -- - ! --I - I ----- __ __ I I� � - - -- - - - ---- - - - -- - - - -- - - I,� --- I � ---- - = 770 OLD SALT ROAD HOUSE I it — I � I i I i -- 77 LD SALT ROAD I 0 0 ___ __ _ _ _- I I I MATTITUCK, NY 1 1 952 I DISTRICT 1 S I i I I ICT 000 ! - - - - -- - I -- - - - - - -- - - - - - - - _ SECTION 144.00 I ' = .I II I I I I III III I I I I III- IIII IIII III III III III III I ' _ I_ _. — I IIII-1111 ,III IIII-1111—IIII IIII- --1111 IIII IIII- IIII IIII IIII IIII IIII III IIII IIII II II III III I IIII IIII I IIII IIII I I I I I I I I I I III IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII III. IIII IIII-1111 IIIIIIII -IIII---IIII---- IIII---- IIII - I BLOCK 05.00 LOT 014.00 Drawing Title: ELEVATION FACING EAST Scale: Issue Date: SEE SHEET DECEMBER 20th, 2018 Seal: 1 ELEVATION FACING EAST i� 1/4, - 1 -0 12 OF 20 CONTRACTOR TO VERIFY ALL DIMENSIONS AND FIELD CONDITIONS. RIM FA P. W DEVELOP PVC T FACIA; TYC , PVC TRIM; TYP. ENERGY EFFICENTALUMINUM CLAD WINDOWS. ALL WINDOWS/DOORS TO HAVE CUSTOM PLYWOOD HURRICANE SHUTTERS BUILTAND STORED ON-SITE FOR CLIENT INSTALLATION; TYP. ENERGY EFFICIENT ALUMINUM CLAD DOORS. ALL WINDOWS/DOORS TO HAVE CUSTOM PLYWOOD HURRICANE SHUTTERS BUILTAND STORED ON-SITE FOR CLIENT INSTALLATION; TYP. S.S. CABLE RAILING WITH IPE CAP; TYP. CEDAR 2X WALL CAP; TYP. 12 12 PVC CORNER BOARDS; TYP. 9D Q9 METAL 1/2-ROUND GETTERS AND DOWNSPOUTS DRAINING TO DRYWELLS SEE STORMWATER MANAGMENT PLAN A-121; TYP. BOARD & BATTEN SIDING WITH HOUSE WRAP BEHIND; TYP. 209 1-1/2" PVC LEDGER; TYP. NEW MASONRY WOOD BURNING FIREPLACE; TYP. PVC TRIM; TYP. 8" REVEAL CLAPBOARD SIDING; TYP. 7 3" ENERGY EFFICIENT ALUMINUM CLAD DOOR. ALL WINDOWS/DOORS TO=1=11 � HAVE CUSTOM PLYWOOD HURRICANE SHUTTERS BUILTAND STORED WOOD OUTDOOR SHOWER ENCLOSURE; TYP. ON-SITE FOR CLIENT INSTALLATION; TYP. WOOD OUTDOOR SHOWER ENCLOSURE; TYP. % // \\ �\ / 203 \ NG GAS GRILL; TYP. / \ 11111 ] [ 11111111 11 111 livvii CONCRETE TABLE; TYP. no�71 NEW WOOD FARM FENCE; TYP. / 104 / \ 105 � Revisions: II i I Engineer of Record: ---_ _________ ---_-- _ A/C COMPRESSORS ON REINFORCED CONCRETE PAD; TYP. James Deerkoski X / \\ TF TF z EW Y t K w 71 1 =.III= IIIiil �IIII IIII-���� IIII=IIII=����=IIII III ��IIIIII----I �� IIII= IIIIIII ���� IIII— - `sFO o7 �, Design Consultants: WE DEVELOP LLC; WINSTON ELY 33 FLATBUSH AVE. 6TH FL., BROOKLYN NY 11217 - - -- T: 347-236-0141 wely@wedesign-nyc.com Owner's Information: OLD SALT ROAD LL C - _ 507 CLINTON AVENUE #1 BROOKLYN N _ _ _ _ � Y 1 123 I II i � I c _ 347-236-0141 — -- ------ I!I III IIII--1111 III IIII-1111- IIII IIII IIII Illi IIII II IIII—IIII IIII IIII -IIII— IIII IIII -IIII- IIII IIIIIIII -IIII —IIII II ---- ---- -- -- ! — �--_ IIII IIII —IIII IIII III I III I IIII IIII III IIII IIII IIII III: j WINSTONELY@GMAIL.COM Project Title: 770 OLD SALT ROAD HOUSE Project Address: 770 OLD SALT ROAD MATTITUCK, NY 1 1952 DISTRICT 1000 SECTION 144.00 BLOCK 05.00 LOT 014.00 Drawing Title: ELEVATION FACING NORTH Scale: Issue Date: SEE SHEET DECEMBER 20th, 2018 Seal: 0102mOOI 1 ELEVATION FACING NORTH fi = 1'-0" 13 OF 20 CONTRACTOR TO VERIFY ALL DIMENSIONS AND FIELD CONDITIONS. WE DEVELOP NG GAS GRILL; TYP. CONCRETE TABLE; TYP. NEW MASONRY WOOD BURNING FIREPLACE; TYP. A/C COMPRESSORS ON REINFORCED CONCRETE PAD; TYP. PVC TRIM FACIA; TYP. PVC TRIM; TYP. ENERGY EFFICIENT ALUMINUM CLAD WINDOWS. ALL WINDOWS/DOORS TO HAVE CUSTOM PLYWOOD HURRICANE SHUTTERS BUILTAND STORED ON-SITE FOR CLIENT INSTALLATION; TYP. I BOARD & BATTEN SIDING WITH HOUSE WRAP BEHIND; TYP. 1-1/2" PVC LEDGER; TYP. I 8" REVEAL CLAPBOARD SIDING; TYP. ALL EXISTING AND NEW CMU BLOCK FOUNDATIONS TO BE SEALED AND i� GREY CONCRETE EXTERIOR COATING; TYP. �g �i A12 2 107 107 107 107107 07 Revisions: - // Engineer of Record: James Deerkoski 12 - j �aF NEW YD _ AQP C�J, EEFh- - 107 106 �� 105 �� 2 — - 1r R M M 1 M R 1 i� J'FO��L 077 OFE I � Design Consultants: ® WE DEVELOP LL ; WINSTON ELY BROOKLYN, NY 1 1217 -- - ----- 102 T: 347-236-0141 wely@wedesign-nyc.com 1 _ Owner's Information: OLD SALT ROAD, LLC -- _ -- BROOKLYN, 11238 �- ---- -------T - - -- -- - #1 , BR YN, NY AVENUE --- --I I --! 1-- _ —_ --- (c) 347-236-0141 — - — = WINSTONELY@GMAIL.COM - CONTRACTOR TO Generated by REScheck-Web Software }� . . VERIFY ALL Compliance Certificate - Western Elevation Windows:Wood Frame 103 0.260 27 DIMENSIONS AND FIELD SHGC: 0.25 Orientation: Right side CONDITIONS.Project O Leary ResidenceEastern Elevation Walls: Wood Frame, 16" o.c. 854 20.0 20.0 0.026 18 Orientation: Left side Energy Code: 2015 IECC Eastern Elev Doors: Glass Door(over 50%glazing) 84 0.310 26 SHGC:0.21 Location: Maltituck, New York Orientation: Left side Construction Type: Sinl3le-family Eastern elevation Windows: Wood Frame 84 0.260 22 Project Type: Alteration SHGC:0.25 Orientation: Bldg. faces 180 deg. from North Orientation: Left side Climate Zone: 4 (5331 HDD) 1st Level Crawl Space: Masonry Block w/Empty Cells 1,123 17.5 17.5 0.028 16 Permit Date: Wall height: 6.0' Depth below grade: 5.0' Permit Number: Insulation depth:4.0' WE Construction Site: Owner/Agent: Designer/Contractor: Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other 770 Old Salt Road Winston Ely Winston Ely calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in Mattituck, NY 11952 Old Salt Road LLC WE Develop REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 507 Clinton Avenue #1 507 Clinton Avenue#1 Brooklyn, NY 11238 Brooklyn, NY 11238 347-236-0141 winstonely@gmail.com Name-Title Signature Date winstonely@gmail.com Envelope Assemfblies _ .. .v Main Living Area Ceiling: Cathedral Ceiling (no attic) 1,393 49.0 49.0 0.010 14 2nd level Ceiling: Cathedral Ceiling (no attic) 695 49.0 49.0 0.010 7 Southern Walls:Wood Frame, 16" o.c. 852 20.0 20.0 0.026 14 Orientation: Back Big Door: Glass Door(over 50%glazing) 143 0.590 84 SHGC:0.63 Orientation: Back Southern Doors: Glass Door(over 50%glazing) 143 0.310 44 SHGC:0.21 Orientation: Back Southern Windows: Wood Frame 9 0.260 2 SHGC: 0.25 Orientation: Back Northern Walls:Wood Frame, 16" o.c. 865 20.0 20.0 0.026 16 Orientation: Front Northern Doors: Glass Door(over 50%glazing) 157 0.310 49 SHGC:0.21 Orientation: Front Northern Windows:Wood Frame 89 0.260 23 SHGC:0.25 Orientation: Front Western Elevation Walls:Wood Frame, 16" o.c. 904 20.0 20.0 0.026 21 Orientation: Right side Project Title: O'Leary Residence Report date: 12/18/18 Project Title: O'Leary Residence Report date: 12/18/18 Data filename: Page 1 of 10 Data filename: Page 2 of 10 Revisions: Engineer of Record: James Deerkoski OF NEWyn �P DEE co �� w O SFO No• 07? P� pRdFESS� � Design Consultants: WE DEVELOP LL WINSTON ELY 33 FLATBUSH AVE., 6TH FL., BROOKLYN, NY 11217 _ T: 347-236-0141 wely@wedesign-nyc.com Owners Information: OLD SALT ROAD, LLC 507 CLINTON AVENUE #1 , BROOKLYN, NY 11238 (c) 347-236-0141 WINSTONELY@GMAIL.COM Project Title: 770 OLD SALT ROAD HOUSE ProjectAddress: 770 OLD SALT ROAD MATTITUCK, NY 119 5 2 DISTRICT 1000 SECTION 144.00 BLOCK 05.00 LOT 014.00 Drawing Title: REScheck REPORT Scale: Issue Date: N.T.S. DECEMBER 20th, 2018 Seal: lk=700mOO 15 OF 20 CONTRACTOR TO VERIFY ALL DIMENSIONS AND FIELD CONDITIONS. WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES . 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING. OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL: 4-8d COMMON RAFTER BUILDING HEIGHT (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) E intent and framing details.They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL UP" E V E L00" Pr"*' for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM -SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under construction means, methods,techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES GAURDRAILS ANY DIRECTION 200 precautions and programs in connection with the work.There are no warranties fora bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT. C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE INTERSECTIONS 4- 16d COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMONO.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c. at the panel edges and 12"o.c. in the field, and FIRE PROTECTION Sym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 7).'The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c. at panel HEADER TO 16d COMMON 16"O.C. FACE SMOKE &CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. such as bookcases, shelving, pantry, closets,trims,etc. edges and 10"o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 -16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING 1).The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT LOAD HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL NOTES (MPH) ) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY. SPACING MODERATE SLIGHT TO 3). Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 YES 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: - _ concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE Any new concrete walls being attached existing concrete structure shall 2 - 8d COMMON SHEATHING LOCATION with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES bee installed with #5 re bar, 18" long at 12"o.c.. .. Use approved epoxy for installation. 3 5 BLOCKING EACH 70E AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 2500 P.O.. Concrete to be TO JOIST 2 -8d COMMONEND NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES: 13 9 CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs )• BLOCKING TO: EACH TOE �� (BOTH FIELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3 - 16d COMMONINTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD 6"maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS $d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 -16d COMMONJOIST NAIL 8x1j5 cast iron foundation vent for every 150 sq. ft. of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 -8d COMMON PER TOE 7). Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code.A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the(below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 -16d COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Revisions: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. Engineer of Record: FRAMING NOTES into concrete with a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. l James Deerkoski For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12"dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be#2 + BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: NEW Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. Y CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING �O DJ EF, oR� LOCATION NOTES 3). Floors,walls, ceilin s and rafters to be spaced at 16 inches o.c. unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD +. s g p 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL � A. otherwise. JOINT DESCRIPTION Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACINGSEE NOTES: 1, 3 ( BOTH FIELDS) GYPSUM 7" O where needed. 4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10#2 + BTR. Doug. Fir. .C. EDGE NOTE: 2 FOR PANEL FIELD WALLBOARD 5d COOLERS 10"O.C . FIELD INTERIOR ZONE 8d COMMON @ 6"O.CJ 8d COMMON @ 12"O.C. SEE NOTE: 3 Bearing wall headers to have (2)jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6"above grade. �G / o 7_ - ? openings. LVL headers to have (3)jack studs and (2) full length studs on each side of WALL SHEATHING: SFOPRQFES openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). A!1 joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING Design Consultants: 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8dCOMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall WE DEVELOP LLC; INSTON ELY 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. 33 FLATBUSH AVE., 6TH FL., anchors where applicable to all connecting joists. PLUMBING NOTES BROOKLYN, NY 11217 7/16 OSB 3 O.C.EDGE - 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. Owner's 347-236-0141 Wel @wedeSl n-n C.COm 5d COOLERS Information: on plans. WALLBOARD 10" O.C , FIELD 3 For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. OLD SALT ROAD LLC 7). Provide 2 - 1-3/4"thick microlams ( height to match floor joists) around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. )• P g g p , other access openings unless otherwise noted (typical). FLOOR SHEATHING: 507 CLINTON AVENUE #1 ' BROOKLYN' NY 11238 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1). PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. JOINT DESCRIPTION (c) 347-236-0141 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE 3). INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. WINSTONELY@GMAIL.COM 9).. Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES V OR LESS 8d COMMON 12"O.C.FIELD Q Section R602.8 - FIREBLOCKING REQUIRED Project Title: Fireblockin shall be provided to cut off all concealed draft openings both vertical and horizontal under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: g p ( ) 770 OLD SALT ROAD HOUSE and to form an effective fire barrier between stories, and between a top story and the roof space. requirements. Fireblockin shall be provided in wood-frame construction in the following locations. 10)x. Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF g P g Project Address: needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor 770 OLD SALT ROAD equipment supplier. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1). Nailing requirements are based on wall sheathing levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 770 OLD S T 119 AD COX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge. If wall sheathing feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. 12). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural DISTRICT 1000 adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, SECTION 144.00 over subfloor as per manufacture's instructions. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. such as shear plates, shall be used to maintain load path. drop ceilings and cove ceilings. BLOCK 05.00 13),.All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage walls and 2).When wall sheathing is continuous over connected 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces ceilings and over furnace to have 5/8"thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8, N.Y.S. Residential Code. LOT 014.00 to have regular 1/2"sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. Drawing Title: 3). All electrical work to comply with 2014 NEC. 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of 14)„ All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or SOIL COMPACTION: flame and products of combustion. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 P GENERAL NOTES torch down type material over. and R315 of IRC. 1). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR 5). For the fireblocking of chimneys and fireplaces, refer to Section R1001.16. N.Y.S. Residential Code. TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. scale: Issue Date: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. SEE SHEET DECEMBER 20th, 2018 2). COMPACTION OF NEW FILL SHALL BEAT LEAST 95% PROCTOR NOTE: DENSITY (PER ASTM D 698 AND ASTM D 1557). COMPACT THE seal: SOIL AT 12" LIFTS(TYPICAL). CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. MZZN %MVE31 00 - 00 16 OF 20 CONTRACTOR TO VERIFY ALL DIMENSIONS AND FIELD CONDITIONS. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ♦ \ RAFTER WALL STUD WED" EVELOP • ENDWALL CRIPPLE STUD tt BOTTOM PLATE RIDGE ' • HEADER LEDGER BATHTUB • DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATIO14 RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH DE JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP VENTILATION CHANNEL RIM BOARD AS REQUIRED RAFTER SILL PLATE(S) RAFTERS MAINTAIN VENTILATION WOOD JOIST FOUNDATION ' TOP PLATE BLOCKING • - - - - - 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC 2x4 SOFFIT JOIST ATTIC SHALL FR PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER i THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. i SHALL BE COVERED WITH CORROSION- 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SCREENED VENT ON ALL OPENINGS i� OPENINGS OF V4 INCH IN DIMENSION. CON TIN. SOFFIT / EXT. PLYWOOD INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS CONNECT TO ON ALL OPENINGS / `. �� 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO OVER BEARING WALLS AND HEADERS 14" - 16' LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ��� 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS , 2ND. FLOOR WALL i RAFTER WOOD JOIST of TOP PLATE GIRDER/HEADER Revisions: 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC WOOD JOIST Engineer of Record: AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD Q James Deerkoski FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION LAO INSTALL 4'0" O.C. 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION ON ALL OPENINGS CONNECT EACH ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR THE PROPER STEEL CONNECTOR, INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 0 NEW ), 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS p ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ,�P ��• �Fr�,o�'�r PLATES TO EACH STUD *rr ' r ev f Y tyW DBL. SILL PLATE C^ 4� Z TERMITE SHIELD I �— �G �, dai1 ti _0 SILL GASKET ' U07 0. 07 5 � f CONIC. SLAB OF TYP. CONC. FOUNDATION 6MIL. POLY �♦ t / DAMPPROOF EXTERIOR 6 M • V3 t I GRANULAR FILL 6MIL POLY ON EXTERIOR V , , , `• ' ♦ t t Design Consultants: • V STEEL COLUMN Q ` •o a a o - % WE DEVELOP LL ; WINSTON ELY •� N CONIC. SLAB •o - ���� 33 FLATBUSH A E., 6TH FL., o v ANCHOR BOLT EMBEDMENT: �� I BROOKLYN NY 1 1217 r.• ° � � �'4 POURED CONCRETE: 7" � Q V � � � COMPACT FILL no � BLOCK WALL: 15" `� T: 347-236-0141 wely@wedesign-nyc.com f • —'— f ^ ( Owners Information: KEYWAY FOOTING o V �` •a c- a �! CONC. FTG. •p C Q•p C e' USE WITH 3x3 SQUARE WASHERS `% e'• ° � � ; REINFORCING BAR O ANCHOR BOLT CONNECTION � w w (USP LBPS58 OR BP583) ,• OLD SALT ROAD, LLC • DRAIN TILE • p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I I 507 CLINTON AVENUE #1 , BROOKLYN, NY 11238 SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION 1 STORY 72" OC (C) 347-236-0141 CRAWL SPACE OR FOUNDATION WINSTONELY@GMAIL.COM TYPICAL CONC. FOUNDATION. APPLY PILASTERSSILL PLATE TO FOUNDATION 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION Project Title: WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OG SLAB-ON-GRADE 770 OLD SALT ROAD HOUSE ' ySUB FLOOR Project Address: I — CONC. SLAB DOOR FRAME 770 OLD SALT ROAD 6X6 10/10 GARAGE d'- JOIST COMPACT FILL DOOR MATTITUCK, NY 11952 I I USE 2X8 STEEL BEAM FOR BLOC KOUT DISTRICT 1000 k: � 4" SLAB W/ 6X6 WMM \ SLOPE P.T. PLATE 4"DRIVEWAY --- NOTCH JOIST AND ADJUST HEIGHT SECTION 144.00 • � � �� < <t • ° —' (WITH A NAILING PLATE IF NEEDED) BLOCK 05.00 Q, d• " p - e :• •� TO BE APROX. 1/2" OR HIGHER THAN ' ar` a ' • STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE �► '- -R - --_<r - -- -• ' . * , r. �'��' 4 °, .e e • ' (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) LOT 01 4.00 • 6X6 W.W.M. •; — •; — —•— — • r e =nl — 4 Q <I ► o D '4 M N. �•�S�C t °D •w �'D �'D �'� o �`` a a • O ` e A �o — —SUBFLOOR Drawing Title: •' d • REINFORCING BAR r ° l' • C • REINFORCING BAR e . _ O•, 0 01ST • eA ° e•o � II-II DRAIN TILE Ia ►I DETAILS 12" ° :• 41,• O• ° O• ° I � • t STEEL BEAM °e•! PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • aw -4*--- Scale: Issue Date: REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. SEE SHEET DECEMBER 20th, 2018 GARAGE DOOR BLOCKOUT Seal: "INP-b"Mi 01 coo 17 OF 20 LEGEND ® CONTRACTOR TO 2X10 FLOOR FRAMING WITH 10X10 KING BEAMS EXISTING WD. FRAMED WALL VERIFY ALL NEW WD. IFRAMED WALL ® 2.X4 WOOD WALLS STUDS ; SUPPLEMENT WITH 2X6 WD FRAMING AS DIMENSIONS AND FIELD EXISTING WD. FRAMED WALL WITH NEW NECESSARY TO ACHIEVE PRESCRIBED R-VALUE AND REPLACE ROT CONDITIONS. WD. FRAMIING TO ACHIEVE STANDARD 2X6 WD. FRAMED WALL o REPLACE EXISITNG AS NECESSARY WINDOW DOOR � r ---------------------------------------------------------- ---------- ---------------- WEDEVELOP \ I ri i I i di Lt---t - Ll 0 F- \ I I — \` /T—SINK I I —---oTOILET i 00 SHOWER I I \ I I I � I i I ---- T- ---LIL— fo I _ m — Q - Z Q II I o CLOSET — z I ®LX _ W --------- II I n- I --- I - I -- I I -- - i I I I I z 1 00 I -- i— --- ----- - z --- -� -- C7 -- a -- -- — - I I [ I � I U -� I I I I I o- + 1 - - --- -- I o w - �11 O -- --- I--- — -- - 1 - - I v -- - I 1 ------- —————————— -- -- -- I z Revisions: I -- -- -- -- j_- -- Engineer of Record: I I I --------- ----- - --;- - -- ---�-- I --L-, - - - James Deerkoski i I I I I I I I I I zo— bF NEw yo o' 771 i I I I — -— -- — �_ ,�1•; a�d w x-1, LU ry �� i 1 F ti -- R I I II I -- OFE SS\O w Q-I i Q �- 1 / Design Consultants: WE DEVELOP LLC; WINSTON ELY 33 FLATBUSH AVE., 6TH FL., \ -- - - BROOKLYN NY 11217 EI- _ I-- - — -- __� ___. T: 347-236-0141 wely@wedesign-nyc.com i_ Q -_-i I --.. �--- _-.-- l Owner's Information: \� I ° - -- --- - I OLD SALT ROAD, LLC o :E� ------ -- -- - -- 507 CLINTON AVENUE #1 , BROOKLYN, NY 11238 - - ------- --- --iI �iI1II i --_ I I mwSII _ BATH-o 11�I � —--— --— ----- ----- ----�,- -------- ----- J[_- -I--- (c ) 3 4 7-236-0141 WINSTONELY@GMA IL.COM Project Title: ECH Ch - 770 OLD SALT ROAD HOUSE --------------- 1- T10 - Project Address: I 770 OLD SALT ROAD MATTITUCK, NY 1 1952 _ DISTRICT 1000 --- -- - -- OUTDOOR SHOWER SECTION 144.00 I - - --- BLOCK 05.00 - -- -- 1- -------- ---I i--- LOT 014.00 i Drawing Title: FIRST FLOOR FRAMING PLAN i-4----- ----- ------ __-_ LL-- -- Scale: Issue Date: SEE SHEET DECEMBER 20th, 2018 .-- ——— — —— Seal: AN . 00 1 _FIRST FLOOR FRAMING PLAN 18 OF 20 LEGEND • 5-1/4 X 14 ARCHITECTURAL CONTRACTOR TO GRADE WOOD GLULAMS 2'-8" EXISTING WD. FRAMED WALL • T&G 2X6 BOARDS ABOVE VERIFY ALL • 2X8 JOISTS @ 16" O.C. NEW WD. FRAMED WALL • CLOSED-CELL SPRAY FOAM DIMENSIONS AND FIELD FULL JOIST BAY EXISTING WD. FRAMED WALL WITH NEW • 3/4" T&G ROOF SHEETHING CONDITIONS. WD. FRAM114G TO ACHIEVE STANDARD • FINISH ROOFING MATERIAL 2X6 WD. FRAMED WALL 5X5X1/4" HSS STEEL 6X10X1/4" HSS STEEL WINDOW TUBE POST; 5" BEARIN TUBE POST; 6" BEARING DOOR W E UF"'4E V E LU'1 I I --------------------------- - -------------- ----------- ------- ------------ --- SINK I I I I I I I I ------------------------------------------------------ I ------- ---- F O TOILET W16 X 77 HSS BEAM I I TI TIMBER PACKER WITH PTD WD I I COVER -------------------------- ------- - ----- ------- I I SHOWER 5X5X1/4" HSS STEEL TUBE I I POST; HIDDEN IN 2X6 FRAMING. ------------------------------------------------------ I ----- - ----- ---------rt EXTENDS TO NEW PIER IN I I CRAWLSPACE SLAB 0 TUB ------------------------------------------------------ I ------- ------------ --4 W18 X 106 HSS BEAM WITH I I TIMBER PACKER; 6 BEARING I I EITHER SIDE (301" R.O. X 9'-3" ---------------------------- -------------------------- ------- ------ ------- -- FROM FINISHED FLOOR) W/ MAX. CLOSET � I 1/4" DEFLECTION. I I ------------------------------------------------------ I ------- -------- 4 I I 5X5X1/4" HSS STEEL I I TUBE POST; 5" BEARING HOLD-DOWN ANCHOR --------------------------- ----- — ----- -- ------------ 4X1'-8" HSS STEEL TUBE; HIDDEN IN 2X6 I I WALL FRAMING ABOVE I I ------------------------------------------------------ ---- -- --------------- 1-3/4" X 14 LVL WOOD I 1-3/4" X 14 LVL WOOD FLOOR JOISTS @ 16" O.C. FLOOR JOISTS @ 16" O.C. NEW 2X8 ROOF FRAMING ------------------------ ------------------------------ I ------ ----------- ---- 6X10X1/4" HSS STEEL TO ACCOMODATE NEW HIP I I TUBE POST; 6" BEARING IN GARAGE ROOF. I I ----------------------------------------------- I NEW 2X10 @ROOF I I FRAMING TO ACCOMODATE I NEW HIP IN GARAGE ROOF. I I ----------- I ----- — ---- ------ ---1 _ _____________� __ __--- _______ --_ I 5-1/4X 14 LVL RIM BEAM Revisions: ------------------- I I FOR 2ND LEVEL FLOOR IItII III _— I I I I I I I I I I t Engineer ----------------- -- MEMBER; HUNG FROM 10 _____ ____ - _-__ James Deerkoski___ ON ONE SIDE AND 5X5 ON ----- THE OTHER. FABRICATOR _______ j I I I I I/ I I I I I I I I I I I TO DEVELOP ATTACHMENT METHODOLOGY FOR OF NE ENGINEER REVIEW; TYR w y �� I I I I I I I i I I I I I I I I DEfF O I I I —___— I NEW (2) 2X8 @ 16 O.C. ---- -- I I - ------- HOLD-DOWN ANCHOR; TYP. I ROOF -----FRAMING i \ I — — I I i I II �I,I jIl II II II II I II ►I II Ii II ------- ACCOMODATE NEW HP — IN GARAGE ROOF. _ _ I Jho 07 5oti ��'z I I I I I I I Y I I I f I I I I I II II /11 II it II I I I I I I I S — ,c\_ I i I I I I I I I �! II II w II / I1 II II II I I I I I I pl I Design Consultants: w WE DEVELOP LLC; WINSTON ELY CID 33 FLATBUSH AVE. UH FL., -- - --------- NI 7 BROOKLYN, NY 11 I _ — I - ------- I I I I I I. II I —+— �I I I II I I I I I I I I I I I T: 347-236-0141 wel @wedesi n-n c.com I I I I I II I II II I i I II II I I I I I i I I f I I Owner's Information: - - ----- _ I� ______ C I I I I I �� I \\ I I II II I I I 11 jl I I I I I I I i IISI OLD SALT ROAD, LLC I I I I I I I I I L I I I I I I II I I II II I I I II II �' 507 CLINTON AVENUE #1 , BROOKLYN NY 11238 ----- i (c) 347-236-0141 WINSTONELY@GMAIL.COM I I I I I I I I I I I I I Project Title: I� -- I — — ---—I—— — — I�-- — I t== I --- I 770 OLD SALT ROAD HOUSE ( ----- 0 — — — — ------------ Project Address: --------------------------------------------------------------------------- 770OLD SALT ROAD MATTITUCK, NY 1 1952 DISTRICT 1000 SECTION 144.00 BLOCK 05.00 LOT 014.00 Drawing Title: SECOND FLOOR FRAMING PLAN Scale: Issue Date: SEE SHEET DECEMBER 20th, 2018 Seal: SECOND FLOOR FRAMING PLAN smi 1 2MOG, 1 1/4" = 1'-0"- -- - 19 OF20 LEGEND CONTRACTOR TO EXISTING WD. FRAMED WALL VERIFY ALL NEW WD. FRAMED WALL DIMENSIONS AND FIELD EXISTING WD. FRAMED WALL WITH NEW CONDITIONS, WD. FRAMING TO ACHIEVE STANDARD 2X6 WD. FRAMED WALL WINDOW DOOR UL W E� I I ` I I • T&G 2X6 BOARDS SOFFIT SINK • 7-1/4" LVL JOISTS @ 16" O.C. • CLOSED-CELL SPRAY FOAM FULL JOIST BAY • 3/4" T&G ROOF SHEETHING O TOILET • FINISH ROOFING MATERIAL I I I I I SHOWER I � I I I o TUB I • 3-1/8 X 9-5/8 ARCHITECTURAL GRADE WOOD GLULAMS @ 2'-8" O.C. I i • T&G 2X6 BOARDS ABOVE j • 2X8 JOISTS @ 16" O.C. I CLOSET • CLOSED-CELL SPRAY FOAM FULL JOIST BAY • 3/4" T&G ROOF SHEETHING • FINISH ROOFING MATERIAL ® HOLD-DOWN ANCHOR I I I I - i I I • T&G 2X6 BOARDS SOFFIT • 7-1/4" LVL JOISTS @ 16" O.C. • CLOSED-CELL SPRAY FOAM j FULL JOIST BAY • 3/4" T&G ROOF SHEETHING I I • FINISH ROOFING MATERIAL ARCHITECTURAL GRADE 5-1/8" X 6-1 1/2" (LVLAREA) 36-6 7/8" (GLULAM AREA) '-1 1/2" (LVLAREA) j 13-3/4" GLULAM EMBEDDED INTO WALLAND CANTILEVERED AT BOTH ENDS TO SUPPORT 6' ROOF OVERHANG Revisions: Engineer ----------------------------- - --- --- — ---- --------------------- ------ James Dee rkoski J ARCHITECTURAL GRADE 5-1/8" X I I I I I I I I I I I I I I I —tl 13-3/4 GLULAM EMBEDDED INTO I I I I I I I I I I i I I I III ! I I I I I L I I =1 WALLAND CANTILEVERED AT BOTH ENDS TO SUPPORT 6' F NEW Yp I I I I:I(; I I I INd I I I I I I I I I I '�E<`�ROOF OVERHANG lip � 'rill, HOL rit`HOL -DOWN ANCHOR, TYPs�'f .�t I I I i I I I I I I I I I I I I I I I I I I I II I I I I s ti z I I I I I I --I-----1---� i t I I I I I I I I I I FO �°• 0 '1`� � �`. 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