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HomeMy WebLinkAbout44342-Z �d�1$UIFQt�CpG Town of Southold 11/19/2020 0 P.O.Box 1179 o g 53095 Main Rd ygjQl �,bo�` Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41612 Date: 11/19/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1255 Sound Dr, Greenport SCTM#: 473889 Sec/Block/Lot: 33.-3-19.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/18/2019 pursuant to which Building Permit No. 44342 dated 10/28/2019 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: one family dwelling with unfinished basement, front stoop and attached two car garage as applied for The certificate is issued to Proteus Properties LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0110 11/10/2020 ELECTRICAL CERTIFICATE NO. 20-66463 8/25/2020 PLUMBERS CERTIFICATION DATED 10/16/2020 Su urrell riz gnature �%saf l' TOWN OF SOUTHOLD BUILDING DEPARTMENT Cn a TOWN CLERK'S OFFICE • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44342 Date: 10/28/2019 Permission is hereby granted to: Proteus Properties LLC 171 Farragut Cir New Rochelle, NY 10801 To: construct a new single family dwelling as applied for per Suffolk County Health Department Approval. At premises located at: 1255 Sound Dr, Greenport SCTM #473889 Sec/Block/Lot# 33.-3-19.5 Pursuant to application dated 10/18/2019 and approved by the Building Inspector. To expire on 4/28/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,858.40 CO -NE $50.00 Total: $25908.40 i Building Inspector Form No.6 TOWN OF SOUTHOLD �, S 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 dwellin $50.00 dditions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00, Accessory buildin .00,Additions to accessory building$50.00,Businesses $50.00'. 2. Certificate of Occupancy on Pre-e 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. New Construction:_ Old or Pre-existing Building: (check one) Location of Property: ���� ®liL�I/� �a'�✓� ��j?.� .✓ /l.� All House No. Street Ham et Owner or Owners of Property: z,4 Suffolk County Tax Map No 1000, Section r�7 `Jj Block Lot /9 Subdivision Filed Map. Lot: Pen-nit No. Date of Permit./V Applicant: 19-07Z Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temp ry C ificate _Final Certificate: (check one) Fee Submitted: 45 0 25 C!ca:t Signature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) TQAresiding at (Print property owner's name) (Mailing Address) J do hereby authorize V/—C� (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) (Datal (Print Owner's Name) CONSENT TO INSPECTION l 1 , the undersigned, do(es) hereby state: Owner(s)Nam s) That the undersigned (is) (are)the owner(sl of the premises in the Town of Southold, located at 2 57 which is shown and designated on the Suffolk Co un Tax Ma as District 1000, Section 3, Block�, Lot If rGay That the undersigned (has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: ,�� /? S( That the undersigned do(es) hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. Dated: l1,4 (Signature) (Print Name) (Signature) (Print Name) Certificate of Compliance _. ..................... . ............................... . .............................. ........................................... ...................... CERTIFIED ELECTRICAL INSPECTIONS, INC. ® I j� 188 PARK AVENUE AMITYVILLE, NY 11701 P: 631 598 561 AUG 3 .. .............................. ................................ ...... ........I...'.............o...... . ............................................ 20 CERTIFIES THAT Upon the application of Upon premises owned by T®x;,,�,,�UMD,{ l�_T ING , a Moriches Bay Electrical Proteus Properties LLC. �fJ}LlID PO Box 816 1255 Sound Drive E. Moriches, NY 11940 Greenport, NY 11946 Located at: 1255 Sound Drive, Greenport, NY 11946 Application Number#: 20-66463 Certificate#: 20-66463 Electrical License#: 39559 Section: Block: Lot: Building Permit#: BP-44.9 - qq-_�ga Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: New House/Pool/Service Equipment A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 25th day of August 2020 Name QTY ARC-Fault-20 Amp, 120V 5 GFI Circuit Breaker-20 Amp, 220V 1 Incand. Fixture- 15 Amp, 120V 90 Gas Pool Heater Circuit-20 Amp, 120V 1 Dishwasher Circuit-20 Amp, 220V 1 Oven Circuit-40 Amp, 220V 1 Paddle Fan - 15 Amp, 120V 1 GFI Circuit Breaker-20 Amp, 120V 2 Electrical Inspector: Anthony Giordano APPR /fill till This certificate is not valid unless raised seal is present. Certificate of Compliance ........................... ....................................................... . .......................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 .................................................... ................................................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by Moriches Bay Electrical Proteus Properties LLC. PO Box 816 1255 Sound Drive E. Moriches, NY 11940 Greenport, NY 11946 Located at: 1255 Sound Drive, Greenport, NY 11946 Application Number#: 20-66463 Certificate#: 20-66463 Electrical License#: 39559 Section: Block: Lot: Building Permit#: BP444956 Name QTY ARC-Fault- 15 Amp, 120V 9 Chandelier Lift- 15 Amp, 120V 1 Combo Smoke & Carbon Detector- 15 Amp, 120V 3 Duplex Receptacle - 15 Amp, 120V 55 Exhaust Fan - 15 Amp, 120V 3 Exhaust Hood -20 Amp, 120V 1 Feet Multi Outlet System- 15 Amp, 120V 12 Furnace/Motor(6) Circuit- 15 Amp, 120V 1 GFI Circuit Breaker-20 Amp, 120V 2 GFI Receptacle- 15 Amp, 120 V 10 Lighting Transformer- 15 Amp, 120V 1 Electrical Inspector- Anthony Giordano APPROVEDo This certificate is not valid unless raised seal is present. uv[g D AUG 3 1 2020 BUILDWG DEPT. T0"7-',',' +l♦-p?q.hZ OLD t t Suffolk County Department of Health Services 14 0 _ o ® Office of Wastewater Management -43C)q 360 Yaphank Avenue,Suite 2C + ti�� %1 Z? Yaphank,New York 11980 (631)852-5700 OR liealtliWN i\'Ifa�suffolkcountvny.gov ; t_ CERTIFICATION OF WELL WATER ANALYSIS NOV 1 6 2020 This form must be submitted with all potable well water analyses (Form WWM-151),and signed.,-,by-p,,,,,, the analyzing laboratory's director or technical director.All water samples submftb`c`to—jh6 Department of Health Services Office of Wastewater Management for regulatory'purpo`ses must be collected by a properly trained sample collector and analyzed by a laboratory certified under the New York State Environmental Laboratory Approval Program (ELAP).Analyses must be submitted within one year of the sampling date. This form must be completed in its entirety and must contain an oriEinal signature. Health Department Reference Number: Suffolk Tax Map#: Dist 1000 Sect(s)33 Blk(s)3 Lots(s) 19.5 Project Name or Address: 1255 Sound Drive, Greenport,NY 11944 Subdivision Name&Lot#: 19.5 Applicant's Name: George Venetoklis SAMPLE COLLEC IO INFORMATION: nn Sample Date: 1016t 2b Sample Collector: EY-0 Sample Collector Employed B�I,Harry Goldman Water Testing Collection Point: CDO w A. t PIP C i -'�®LDEP— [ ] Raw Water [ ] Treated Water If Treated, Indicate Type(s)of Treatment: Run Time: (15-60 minutes) Pumping Rate: gpm Free Chlorine Residual: ppm Were all parameters listed on the back of this form included in this analysis? [ ] Yes [.�'No If not please indicate reason for partial sample: Lead 6.).Ler oro 7 Are the results reported on Form WWM-151? [✓ Yes [ ] No WATER QUALITY: Laboratory Name and ELAP ID #: Pace Analytical #10478 Check one: [✓]� This sample does not exceed the drinking water Maximum Contaminant Levels (MCLS) and/or Action Levels contained within Subpart 5-1 of the New York State Sanitary Code for the parameters analyzed. [ ] This sample exceeded one or more of the drinking water MCLs and/or Action Levels contained within Subpart 5-1 of the New York State Sanitary Code of the parameters analyzed. Flag all parameters that exceed MCLs and/or Action Levels on Form WWM-151 To be signed by Laboratory Director or Laboratory Technical Director: I certify that this water sample was collected and analyzed in accordance with New York State ELAP approved methods and Suffolk County Department of Health Services Private Water Systems Standards. This sample may be used for regulatory purposes. C / '� -( 6;"- 1'�•�c repo (Signature) (Print Nam �r.�- . S(2e.c-t- (\Ana (Date) (Title) WWM-150 (8/15) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 (631)852-5700 OR HealthWWM@suffolkcountyny.gov WELL WATER ANALYSIS REPORTING FORM This form may be duplicated on company letterhead provided it contains the following information: HD REFERENCE NUMBER SUFFOLK TAX MAP#:DIST 100D SECT(S) 3:; BLK(S) LOT(S) Igo's SAMPLE DATE: JOA/,,,o PARAMETER LEMT* RESULT FLAG total coliform ABSENT E.coli ABSENT arsenic 10 ug/L cadmium 5 ug/L calcium n/a chromium 100 ug/L copper 1300 ug/L iron 0.3 mg/L lead —g°xg& 0.00157 -/p magnesium n/a manganese 0.3 mg/L zinc 5000 ug/L chloride 250 mg/L free ammonia n/a nitrate 10 mg/L pH n/a specific conductivity n/a surfactant(MBAS) n/a benzene 5 ug/L bromobenzene 5 ug/L bromochloromethane 5 ug/L bromomethane 5 ug/L 2-butanone(MEK) 50 ug/L n-butylbenzene 5 ug/L sec-butylbenzene 5 ug/L tert-butylbenzene 5 ug/L carbon tetrachloride 5 ug/L chlorobenzene 5 ug/L chlorodifluoromethane 5 ug/L chloroethane 5 ug/L chloroform 80 ug/L 2-chlorotoluene 5 ug/L 4-chlorotoluene 5 ug/L Notes: *Limit refers to the federal and/or state maximum contaminant level,treatment technique or action level. WWM-151 (8/15) PARAMETER LU TT* RESULT FLAG dibromomethane 5 ug/L 1,2-dichlorobenzene 5 ug/L 1,3-dichlorobenzene 5 ug/L 1,4-dichlorobenzene 5 ug/L dichlorodifluoromethane 5 ug/L 1,1-dichloroethane 5 ug/L 1,2-dichloroethane 5 ug/L 1,1-dichloroethene 5 ug/L cis 1,2-dichloroethene 5 ug/L trans 1,2-dichloroethene 5 ug/L 1,2-dichloropropane 5 ug/L 1,3-dichloropro ane 5 ug/L 2,2-dichloro ropane 5 ug/L 1,1-dichloro ro ene 5 ug/L cis 1,3-dichloropropene 5 ug/L trans 1,3-dichloropropene 5 ug/L ethylbenzene 5 ug/L hexachlorobutadiene 5 ug/L isopropylbenzene 5 ug/L p-isopropyltoluene 5 ug/L methylene chloride 5 ug/L methyl-tert-butyl-ether(MTBE) 10 ug/L naphthalene 50 ug/L n-propylbenzene 5 ug/L styrene 5 ug/L 1,1,1,2-tetrachloroethane 5 ug/L 1,1,2,2-tetrachloroethane 5 ug/L tetrachloroethene 5 ug/L tetrahydrofuran 50 ug/L toluene 5 ug/L 1,2,3-trichlorobenzene 5 ug/L 1,2,4-trichlorobenzene 5 ug/L 1,1,1-trichloroethane 5 ug/L 1,1,2-trichloroethane 5 ug/L trichloroethene 5 ug/L trichlorofluoromethane 5 ug/L 1,2,3-trichloropropane 5 ug/L 1,2,4-trimethylbenzene 5 ug/L 1,3,5-trimethylbenzene 5 ug/L m-xylene 5 ug/L o-xylene 5 ug/L p-xylene 5 ug/L vinyl chloride 2 ug/L �Qd ONs aldicarb 3 ug/L aldicarb sulfoxide 4 ug/L aldicarb sulfone 2 ug/L 1 monomethyltetrachlorotcrephthalate 50 ug/L tetrachlorotere hthalic acid 50 ug/L Notes: *Limit refers to the federal and/or state maximum contaminant level,treatment technique or action level. WWM-151 (8/15) Laboratory Results Sample Information: ® Results for the samples and analytes requested Type Soil aceAnalytical The lab is not directly responsible for the integrity of the sample before Origin Other receipt at the lab and is responsible only for the certified tests Routine 575 Broad Hollow Road,Melville,NY 11747 TEL (631)694-3040 FAX (631)420-8436 www pacelabs corn Harry Goldman Water Testing Lab No. : 70148418001 8700 Main Road Client Sample ID.: GEORGE VENETOKLIS Mattituck,NY 11952 Attn To :John Scararr i Federal ID . Collected . 10/06/2020 11.45 Point No Received : 10/06/2020 1.42 Location Collected By AF99 Sample Comments: 1255 SOUND DRIVE, GREENPORT SOURCE:SOLDER SAMPLE (COLD WATER PIPE) 1000-33-3-19.5 Analytical Method EPA 6010C Prep Method EPA 3050B Prep Date 10/12/2020 10 21 Parameters) Results Qualifier D F Units Analyzed Container Lead 00045 1 %(w/w) 10/13/2020 2 19 AM 001 BP41\11/1 Qualifiers- DF al' ers-DF-Dilution Factor,if reported,represents the factor applied to the reported data due to changes In sample preparation,dilution of the sample aliquot,or moisture content ND-Not Detected at or above adjusted reporting limit J-Estimated concentration above the adjusted method detection limit and below the adjusted reporting Stu Murrell Itmtt.Estlmated value-below calibration range Test results meet the requirements of NELAC U-Indicates the compound was analyzed for,but not detected unless otherwise noted This report shall not be reproduced except in full, without the written approval of the laboratory Date Reported 10/16/2020 page 1 of 4 aceAnalytical 575 Broad Hollow Road,Melville,NY 11747 TEL (631)694-3040 FAX (631)420-8436 www pacelabs com WorkOrder : 70148418 Laboratory Certifications Pace Analytical Services Long Island 575 Broad Hollow Rd,Melville,NY 11747 New York Certification#:10478 Primary Accrediting Body New Jersey Certification# NY158 Pennsylvania Certification#-68-00350 Connecticut Certification#•PH-0435 Maryland Certification# 208 Rhode Island Certification# IA000340 Massachusetts Certification#-M-NY026 New Hampshire Certification#.2987 Date Reported, 10/16/2020 Page 2 of 4 FROM: 0;�I INIAL COPY FOR ACCESS CALL HARRY GOLDMAN WATER TESTING GEORGE' @ '917-674-4731 -PO BOX 859, Work Order, MATTI-TUCK NY 11952 114443 Serviced By 631-298 4E40 - - MAF' CODE - ALARM Schd: 08:00A-08:00A GVEnIETOKLIS@GMAIL. COM Ase " BA GEORGE VENETOKLIS S A GEORGE VENETOKLIS L D 171 FARRAGUT CIRCLE Tax Ex R D #1000-33-3-19. 5 IE Bill I i E 1255 SOUND DRIVE N S NEW ROCHELLE NY 1.0801 c S GREENPORT NY 11944 C, s E S ACCOUNT REQUEST - CALLTYPE CALL SCHEDULE SE VIC NUMBER HOME PHONE BUSINESS PHONE DATE WT1 C/B RENT_ COD CHRG FIRST DATE B TE 322727 917-674--4 731 10/05/2 X 1010EI"PO ® ®- 7'3 LEAD IN- SOLAER- TEST JM #`25867 ` (0148818 "7 ►P Ell PARTS TOTAL TIME AM TIME AM START PM FINISH' PM LABOR ► NO.HRS. ®s PER HR TRIP CHARGE MILEAGE TOTAL @ PER MILE LABOR CHARGE PARTS TOTAL ; OTHERS TOTAL SALES TAX% Exempt PREVIOUS BALANCE SERVICE RECEIVED BY/DATE SERVICE BY/DATE page 3 of 4 ' 'F Sample Condition Upon Receipt ;aceAnalyfical' �, Client Name: Projec }` `1 .;. ,141 ;'PM,: SWM" „ Dui®tate: 10/12%20 Courier: ❑Fed Ex❑UPS ❑USPS Client❑Commercial❑Pace ❑ethera Tracking Custody Seal on Cooler/Box Present: Yes I No Seal's intact: ❑Yes❑No Temperature Blank Present: ❑Yes No Packing Material:❑Bubble Wrap ❑Bubble Bags ❑Ziploc Norte ❑ether Type of Ice: Wet6D None Thermometer Used: TH091 Correction Factory --()i 2 ❑Samples on ice,cooling process has begun Cooler Temperature('C): Cooler Temperature Corrected(°C): _ Dateffime 5035A kits placed in freezer Temp should be above freezing to 6.0°C USDA Regulated Soil(❑N/A,water sample) Date and Initials of person examining contents: tn/li_'Lo Did samples originate to a quarantine zone vnthin the United States:AL,AR,CA,FL,GA,ID,LA,MS,NC, Did samples orignate from a foreign source(internationally, NM,NY,OK,OR,SC,TN,TX,or VA(check map)? ❑ YES❑ NO including Hawan and Puerto Rica)?❑YesX No If Yes to either question,fill out a Regulated Soil Checklist(F-LI-C-010)and include with SCUR/COC paperwork. m' COMMENTS: Chain of Custody Present: es ❑No 1- tiaitt of Custody Filled Out: Yes; ONO 2. Chain of Custody Re564ulshokYes ONO 3. Sampler Name&Signature on COC: es ❑No ❑N/A 4. Samples Arrived vrithin Hold Time: es []No 5. tlfort Hold Time Analysis(42hr): r ❑Yes Eo 6. Rush Turn Around Time requested:_ ❑ElY�ess fro 7• SitlfidentVolume:(Ttiplovolume provided for MS1MSD,;t f;;, []No e• CorrectZontainers Used: Yes ❑No 9• -Pace Containers Used: . ❑No _ Containers Intact a ❑No t 10. - i Filt*d volume received for Dissolved tests []Yes []No N/A 11. Note if sediment Is visible in the dissolved container, # Sample Labels match COC: es` ❑No 12. -includes daleltime/ID/Analysis Matdk SL OIL Alt containers needing preservation have been cked❑Yes ❑No _C N/A 13. ❑ HNO, ❑H=SO. ❑NaOH ❑HCl OH,paper Lot# All containers needing preservation are found to be in Sample# compitan6ewrth EPA recommendation? (HNO„H,,SO4,HCI,NaOH>9 Sultide, ❑Yes ❑No NIA' NAOH>12 Cyanide) Exoeptions:VOA,Coliform,TOCIDOC,Oil and Grease, DR018015(v stet j: initial when completed: Lot#of added,prosizrvtative Dutetrlm`e pres'er mlive added Pen Method,VOA pH is checked after analysis Samples checked for dechlorination: []Yes ❑No NIA 14. Kt starch test strips Lot# Residual chlorine strips Lot# Positive for Res.Chlorine? Y N Headspace in VOA Vials(>6mm): ❑Yes ❑No NIA 15• Trip Blank Present: ❑Yes ❑No r11A i6. Trip Blank Custody Seals Present ❑Yes ❑No t4/A PapeTnp Blank Lot#(if applicable): Client Notification/Resolution: Field Data Required? Y / N Person Contacted: Daterrime: Comments/Resolution: _ *PM(Project Manager)review is documented electronically in LIMS. F-LI-C-002-rev.02 page 4 of 4 �� OF SOUL # # TOWN OF"SOUTHOLD BUILDING DEPT. cou765-1802 : = INSPECTION- I ] OUNDATION 1ST [ ] ROUGH PLBG. IV FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY- [ `] FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I m ,DATE INSPECTOR 4g72q " agSO(/j�, # # TOWN OF SOUTHOLD BUILDING DEPT. o`�rouMr 765-1802 INSPECTION [Vf FOUNDATION 1ST AIP [ ] ROUGH PLBG. =" [ ] FOUNDATION 2ND [ ] "INSULATION/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: �I �✓� �� [� O DATE Y C INSPECTOR OF SOU - # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION = [ ] "FOUNDATION 1ST [ ] ROUGH PL13G. VFRAMING OUNDATION 2ND [ ] INSULATION/CAULKING /STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY [ ] FIRE,-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]' FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) _ [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE �3'� INSPECTOR laF SOl/Ty�lo TOWN OF SOUTHOLD BUILDING DEPT. °`�coutm ' 765.1802 I:NSPEC ION [ ] FOUNDATION 1 ST- [ ROUGH PLBG. [ ] FOUNDATION 2ND. [ ] INSULATION/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: Ioil V_ DATE INSPECTOR I J _ l i� OF SO(/TyO� # TOWN OF SOUTHOLD BUILDING DEPT. u 765-1802 INSPECTION [ ] FOUNDATION 1 ST ' [ ] ROUGH PLBG. [ ] FOUNDATION-2ND _ [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL N'p [ ] FIREPLACE & CHIMNEY [ ], FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: am_/ (O" r f�1vs6 seXf oma• v s-Eur Sh [ki • _ m 4c S Tw l Spiu, P(Q m ' &WA ePtM'&l CA46m DATE 10 -X) INSPECTOR OF SOpl�o l # TOWN OF SOUTHOLD-BUILDING DEPT. ���yrouNn '� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [Vf FINALA /f [ ] FIREPLACE & CHIMNEY [ -] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: [ w& �- ffV DATE 0 W-W INSPECTOR T:. Victor Cuneo Architect 154 Laurel Road East Northport, New York 11731 631-261-2744 October 21, 2020 I, Victor Cuneo, am the architect on record for the design of 1255 Sound Drive in Greenport, NY, -District 1000, Section 033, Block 3, Lot 19.05, PERMIT#44342 owned by Proteus Properties, LLC. This letter is to certify, to the best of my knowledge, that the spray foam, air barrier, insulation and caulking installation at 1255 Sound Drive, Greenport, New York 11944, meet New York State Residential Code. Installation was performed by JP Hunter Enterprises, Lic# 15254-H State NY GAF ID# MEO2014. Division#388 Riverhead, NY. The building passed its Blower Door Test performed by Home Energy Solutions, RESNET rate ID#4150294 meeting its 2015 IECC requirements. Victor Cuneo, Arc tect NYS License Number: dlgl�� 154 Laurel Road East Northport NY 11731 613-261-2744 w � �- '' N 0 V 1 6 2020 i Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Forks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 1255 Sound Drive,Greenport NY 11944 Test Date 10/15/2020 Building Permit#: 44346 j Compliance Pathway performance Test Completed by: Christopher Silvia FI E-7-11� V T Rater ID# 4150294 Home Energy Solutions 1 NATE ID# 187 East Main Street U OCT 2 1 2020 ; ICC ID# Huntington,NY-11743 BPI# 631-673-0664 �rT , Building Envelope Tightness Volume Calculation : Check if: Floor Area Height Volume ❑ Conditioned Basement Basement 0 ❑ Conditioned Crawl Space 1St 2770 27700 ❑� Sealed Attic ' nd 2 873 9167 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI Z765,except that conditioned floor Attic 14338 ar cludes areas where the ceiling height is less than 5 Total Volume 51205 CFM @50 pa 2124 Air changes/hr@5 a 2.49 Code Compliance: Pass Duct Tightness: Post Construction Test-Total uct Leakage System-1: 1st Floor i� Duct Location Basement Floor Area 2770 Leakage CFM @ 25pa 100 CFMI100 ACFA 3.61 Code Compliance: Pass System-2: Within Condition Space Duct Location Condition Space Floor Area Leakage CFM @ 25pa N/A CFW100 ft'CFA N/A Code Compliance: Exempt ,i System-3: Within Condition Space Duct Location Condition Space Floor Area Leakage CFM @ 25pa N/A CFW100 A'CFA N/A Code Compliance: lExempt Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by th .2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. ,Signature: Date: 10/15/2020 Christopher Silvia,ifomi a Energy Solutions E� �[�!�]ice' ) � � ','��' . ��.71lill►lf�i�r�,.�,. • • ;i ROUGH FRAMING& PLUMBING f �f INSULATION • ENERGYSTATE CODE, nLl m171.�Lii� 1ii�I u `�,_ tai - 1/ 1► 1."Wl IU.I, r �► + MGM R .r Wil !yo �� ! ♦� t \ti / f c to Aw 15+1,o NMIa i �h y '`_ Y t S �I'OWN 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 �Jy� f 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 Vx Contact: Approved 712 '20 Mail to: Disapproved a/c // � ( I /� Phone: (0 6, �(n `( Expiration Building Inspector OCT 18 2019 APPLICATION FOR BUILDING PERMIT Date b6 , 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 re ulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) /.� r% lei=��A/ /,Z7' (Mailing address of applicant) /� � /171 State whether ap licant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder �f �Z//7/,z Gam, Name of owner of premises rz)� l�? p o ZL. ( _ (As A the tax roll or–fatest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. —7 9) Plumbers License No. -T13 E7 Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: / l2 S� �Uup '04161 i55 lG iz�%o2r' X07 /Zo�G&9uG �742��' ���'. 9� /o `er� ,Uy Z�ti �� �_e House Number Street Hamlet County Tax Map No. 1000 Section Block a. Lot �� G'D.�' '9 A6'1'_ '. / Subdivision ACS����� S�,P7�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 V4-(r--o&-F2-r, b. Intended use and occupancy t -r/- �-1 1(- Lr 'ID tti�ff L-U 1 h-4 41 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost-51e,?, UavP Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units /f Number of dwelling units on each floor If garage, number of cars -2- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Al ' 7. Dimensions of existing structures, if any: Front / / Rear ///4- Depth &/O�- Height Number of Stories Dimensions of same structure with alterations or additions: FrontRear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 62 Rear l Depth Height :54 S Number of Stories --. e 9. Size of lot: Front l Rear qq, 4 a Depth -0, o 5 10. Date of Purchase d&'0 E! Name of Former Owner Z�'-Zr/Z-/ 11. Zone or use district in which premises are situated V_--4 �a 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX 13. Will lot be re-graded? YES >< NO Will excess fill be removed from premises? YES X NO l7/�ij.e/ZAe.,(,T CipacZ�- 14.Names of Owner of premises I� Tr_;r�(" Address Phone No. Name of Architect Vte-Tey_ Address 154L Pte• Phone No 6,5( 2elo 44. Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NOe� * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES>< NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTYY OF �9 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the U f—i.7;_e--[ / _g _ (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn.t fore me thANNE M BOYDEN day of - TA�BLIC,STATE OF N YO K Registration No.01110637250 Notary Public Qualified in Suffo Si nature of Applicant Commission Expires April 2,2022 54M f 101141q c®tit A:` Fussell Ir STOIRIMIWA\' IE]RZ SUPERVISOR IMM[A NA\GIEMIEN T SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 r Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS IPROJECr INVOLVE AINY OF THE FOLLOWING. (CHECK ALL THAT APPLY) 1 Yeb ❑No- A. Clearing, grubbing, grading or stripping of land which affects more -�f than 5,000 square feet of ground surface. ® B. Excavation or filling involving more than 200 cubic yards of material '.j 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 E]m D. Site preparation within 100 feet of wetlands, beach, bluff or coastal !1� erosion hazard area. ❑fff Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. 1!1 E116 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. i Date- APPLICANT ate APPLICANT (Property Ownei,Design Professional,Agent,Contractor,Othei l 'i! S.C.T.M. #: 1000 n �/' Dtst�jct i NAME tl[ G �V(�' � t F d J `'�� 11,9 11 7M l Section Block Lot FOR BUILDING DEPARTMENT USE ONLY* *� Contact information: I Reviewed By: 1iL — — — — — — — — — — — — — — — — /n — — : ffM Property Address / Location of Construction Work: '� — — — — -- Approved for processing Building Permit. Stormwater Management Control Plan Not Required. orm��-ater Management Control Plan is Required. (For��ard to Engineering Department for Review.) FORM # SMCP-TOS MA'�2014 APPLICANT- S.C.T.M. 1000 CHAPTER (Property Owner,Design Professional,Agent,Contractor.Other) — epS�i> ,i- CHH 1t ER 236 /�, Stormwater Management Control Plan CHECK LIST NAME Section Block Lot c a S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Pl—PR IZ6Date 'nie applicant must provide a Complete Explanation and/or Reason for not providing ,rc TtlepMrcNumOa; > all Information that hasbeen Required by the following Checklistl 1. A Site Plan drawn to scale Not Less that G0'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here' show all of the following items: YE JFNO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries �0 b. Total Site Acreage. �0 c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(00. d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. �0 e. Limits of Clearing& Area of Proposed Land Disturbance. 00 f. Existing&Proposed Contours of the Site (Minimum 2lntervaL0 g. Location of all existing& proposed structures, roads, driveways,sidewalks, drainage improvements& utilities. h Spot Grades &Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. 0 Z;0 J. Location of proposed Soil Stockpile Area(s). V 0" k. Location of proposed Construction Entrance/Staging Area(s). == 1. Location of proposed concrete washout area(s). F-7 M. Location of all proposed erosion&sediment control measures. 00 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all imper\•ious surfaces generated by a two rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. �0 b. Construction Entrance&Site Access. 0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) p d. Leaching Structures (e. . infiltration basins,swales,etc.) FOR ENGINEERING DEPARTMENT USE ONLYD— Additional Information is Required. i Ikviewed & Stormwater Management Control Plan is Not Complete. I.: Approved By: — — — — — — — — — — — — — — — — — — — — — - - i Stormwater Management Control Plan is Complete. Tate: SMCP has been approved by the Engineering Department.` FORM SWOP Check List -TOS MAY 2014 QY04 f OFUZ,4, r I BUILDING DEPARTMENT- Electrical Inspector :r'� TOWN OF SOUTHOLD MAR 1 1 202Town Hall Annex- 54375 Main Road - PO Box 1179 °wa �s Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ro err southoldtownn ov n w - and@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION, ELECTRICIAN INFORMATION (All Information Required) Date: J//0 ,/Q)o Company Name: G1e0_ 2/C Name: License No.: 95 , J email: o on- Address: ��()7Z08 /(0 (fQS� `l3'10� N 1 T Phone No.: (p 3 !- a' 7 q- 3 33 JOB SITE INFORMATION (All Information Required) Name: l)jf r ,ep ;e /_/Z Address: Cross Street: Me.en n 0 LOOZ Phone No.: 5[(o -7(01- 518-7 BIdg.Permit#: Li 9 '141 email: Lnyo a 2, Tax Map District: 1000 Section; Block: BRIEF DESCRIPTION OF WORK (Please ®pPrint Clearly) Circle All That Apply: Is job ready for inspection?: YES / NO ough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect - Flood Reconnect- Service Reconnected - Underground - Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Fon-nAs � BUILDING DEPARTMENT-Electrical Inspector m 13 2020 TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 , = Telephone (631) 765-1602 - FAX (631) 765-9502 ro err southoldtownn ov - seand southoldtownn . ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Au Information Required) Date: 4a O Company Name: /V mich e Name: T r &410" License No.: Z5q<J 5 - email: rn be eonizae+4nq Qiyla (, codr. Address: -P, 0 Sf' Iuj ch-e Al I/ Phone No.: (v3f- ? 7 3 JOB SITE INFORMATION (All Information Required) _'SC) d Name: CC) -fe u S Pro OQ)/,-sC. Z Z)r Address: - Cross Street: &e& p Phone No.: l �0 _ Bldg.Permit* ) e m a i L MLX& *a,,t`1n ( (.60#) Tax Map District: 1000 Section: Block: Lot' 9, 5 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: " ' No Rough in Final Do you need a Temp Certificate?: �YE NO Issued On Temp Information: (All information required) Service Siz��) 3Ph Size: 300 A *Meters Old Meter# N=ServiceFire Reconnect- Flood Reconnect- Service Reconnected- Un�rounOverhead #Underground Laterals 1 2 LHF rame Pale Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION eq4 Inspection FormAs �o�4SufF0[�co�y BUILDING DEPARTMENT-Electrical Inspector CD ; TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802-FAX(631) 765-9502 Temporary Certificate # Date 2020 Customer Name l- Pv O ,-�Iex L(-C Electrician Name Address hone ` / A 7 q 3 rf e-mail do /' Phone �/ 6 7 G License# eN, Size baa A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# 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 va' for 9 a r e date ab e. Authorized by ------ f I it DECLARATION OF COVENANTS AND RRSTRICTIONS -07 PHIS DECLARATION, made this /oL day of , 20011 by and between SAL CAIOLA and BENNY CAIOLA, JR. , both aving a mailing a'dd'ress at 230 East 85th Street, New York, New York 10028-3099, hereinafter referred to as the DECLARANTS: W I T N E S S E T H WHEREAS, the Declarants are the owners in fee simple of certain real property situate at Greenport, Town of Southold, County of Suffolk, State of New York, known and designated on the Suffolk County Tax Map as District 1000, Section 33, Block 3, Lot 1'9, and more particularly described on the annexed Schedule A, and WHEREAS, for and in consideration of continuing the subdivision approval the Planning Board of the Town of Southold has deemed it to be for the best interests of the Town of Southold, the owners and prospective owners of said lots that the within covenants and restrictions be imposed on said lots, and that said Planning Board has required that the within Declaration be recorded 14 in the Suffolk County Clerk's Office, and WHEREAS, the Declarants have considered the foregoing and has determined that same will be in the best interests of the Declarants and subsequent owners of said lots, NOW, THEREFORE, THIS DECLARATION WITNESSETH: i That the Declarants for the purpose of carrying out the intentions above expressed, does hereby make known, admit, publish, covenant, and agree that the lots within said subdivision map shall i t J hereafter be subj ect to the following covenants and restrictions as herein cited, which shall run with the land and shall be binding upon all purchasers '' and holders of said premises, their heirs, executors, legal representatives, distributees, successors, and assigns, to wit: 1. A Homeowners Association to be created for Rockcove Estates subdivision will improve and maintain the roads and road drainage structures and facilities and provide for upkeep of same until accepted by the Town of Southold. The Homeowners Association shall also own the beach property to the north of Lot 3, from the southern edge of theiwalkway down the bluff face to the high water mark, together with' the walkway located between Lots 3 and 4. There shall be no vehicle access, or parking allowed within the ten (10) foot wide walkway providing access to the beach property. Lots 1, 2 and 4 shall have the right to access the water front directly, subject to obtaining all applicable permits and approvals. 2. The use and development of that portion designated as Open Space Easement Area on Lot No. 19 of Rockcove Estates subdivision, will forever be restricted to some or all of the following: a) ,Farming operations and activities (including soil preparation, cultivation, fertilization, irrigation, pest control, and drainage control) and any other normal and customary farming operations; and the use of farm vehicles and equipment in connection therewith, all as designed and intended to promote and enhance agricultural production encompassing the production for commercial purposes of field crops (including without limitation, corn, wheat, oats, rye, barley, hay, potatoes and dry beans) ; fruits (including without limitation, apples, peaches, grapes, cherries and berries) ; Vegetables (including without limitation, tomatoes, snap beans, cabbage, carrots, beets, cauliflower, broccoli and onions) ; horticultural specialties (including without 1. limitation, nursery stock, ornamental shrubs and ornamental trees and flowers) ; and all other farm products; b) open fallow; C) operations, encompassing the maintenance of livestock and livestock productions (including cattle, sheep, goats, horses and poultry) which are found acceptable and/ reasonably necessary by the Planning Board; d) Landscaped, wooded areas with lanes, walkways, foot paths, ponds or brooks and recreational areas for compatible recreational uses, which are found acceptable and reasonably necessary by the Planning Board and "which are subject to approval by the Planning Board. 3 . The following shall be adhered to on that portion of Lot No. 19 outside the Building Envelope which is designated as open Space Easement Area for the purposes of preventing the loss of the aesthetic open space and the agricultural value of said premises: a) If at any time the ownership of the area shall change, or the use of the area shall be changed from, the use It present at the time of subdivision approval, (fallow farmland) or any subsequently approved use, to any other type• of farm use in Accordance with this Declaration of Covenants and Restrictions, a conservation plan shall be developed by the Soil Conservation • I, i ID r Service for this particular property. The farming practices shall then comply in all respects to this report, and shall remain in compliance with all ; updates of the report. The Planning Board shall have the right to require updated reports when deemed necessary. b) No regrading shall be conducted thereon; the natural contours thereof shall remain generally undisturbed and no fill or spoil shall be placed thereon. C) No top soil, loam, sand, stone, gravel, rock or minerals shall be excavated or removed therefrom or placed thereon. d) Farming practices shall be such that erosion of the land is minimized and is in accordance with the standards of the Soil Conservation Management Plan, and nothing shall be permitted to occur thereon which would result in increased erosion of ,said premises. e) No streets, roadways or other right of ways for non-farming vehicular use shall be constructed or granted thereon. f) Except as may be required for reasons of irrigation, drainage, sanitation or disease control, no trees, plants or other vegetation located thereon, shall be killed, destroyed, cut or removed therefrom. g) No dumping, placement, storage or burning of any liquid or solid waste, garbage, ashes, sawdust, trash, 'rubbish, refuse or other toxic, hazardous, objectionable, unsightly or offensive material shall be permitted on or within the said premises. h) The said premises will forever be kept open and t ',+ free of all signs, bill boards or other forms of visual advertisement of display. i) All structures, whether temporary or permanent, shall be located within the building envelope for Lot No. 19 as designated on the final subdivision plat for Rockcove Estates. Temporary or permanent structures (including but not limited to fences) which are deemed reasonably necessary as accessory building Or structures for the utilization of the said premises for bonafide agricultural production may be allowed, subject to Planning Board approval. j) Retail sales shall be restricted to the sale of items produced on the property, .and shall be subject to Planning Board approval. 4 . a) The drainage easement area located on Lot 19 shall not be obstructed in any manner; b) The Homeowners Association created for Rockcove Estates subdivision shall have the right to use the drainage easement area to access the recharge area if the roads and drainage area have not been dedicated to the Town of Southold. The Town of Southold shall have the right to use •the drainage easement area to access the recharge area if the roads and drainage area have been dedicated to the Town of Southold. 5. That the•Declarants reserve the right to the exclusive use and possession of the area known as the Open Space Easement Area, to the extent not inconsistent with the covenants and restrictions Hereinabove set forth; and Declarants or future owner(s) may exclude the general public or any designated person or persons from F; t i 7 � the use of or entry upon the said Open Space Easement Area, except that the town shall have the continuing right to inspect the said area to the extent reasonably required to monitor compliance and determine that the covenants, terms and provisions herein have not been violated, such inspection to be performed at reasonable times. , 6. ' Access to proposed Lot 19 shall be from Homestead Way only. There shall be no vehicular access permitted from lot 19 onto C.R. 48 (Middle Road) . 7. There shall be no on-street parking 'on any street within the Rockcove Estates subdivision. S . There shall 'be no further subdivision of any lot within the subdivision in perpetuity. 9. No sanitary disposal facility shall be installed or constructed within 100 feet of the top of the bluff. 10. No stormwater runoff resulting from the development and improvement of the ;subdivision or any of its lots shall be discharged down the face of the bluff in any manner. 11. No grading shall be permitted within 100 feet of the top edge of the bluff except that which may be necessary to control or remedy erosion or to prevent stormwater from flowing over the edge of the bluff. 12. All lots will be required to have individual test wells prior to approval to,, construct. Any lot which does not meet the water quality standards shall not be built upon until public water is available. 13 . The owner shall connect to public water when public water becomes available. c z << i' 14 . There shall be -no transfer of, any of the lots prior to the installation of dry water mains and without an acceptable test well. 15. The Declarants grant the continuing right in perpetuity to the Town of Southold or any of its designated representatives to inspect any areas designated as open space, common areas, open "space easements, or any similar nomenclature so as to ensure continued compliance with the covenants, terms and provisions designated herein in regard to same and to ensure that such covenants, terms and provisions have not been violated. 16. Declarants grant the continuing right in perpetuity to 'the Town of Southold, any of its designated representatives or any j :owner of property within the subdivision to enforce the conditions "and restrictions of the covenants as they relate to the open space, ;common areas, open space easements, or any similar nomenclature and !to take any legal action it deems necessary to enforce the conditions and restrictions of the covenants. These rights of 'inspection and enforcement shall be binding upon Declarants, their i ,'heirs, executors, legal representatives, distributees, successors, :;assigns and transferees. 17 . These covenants and restrictions can be modified only at 'the request of the then owner of the premises with the approval of .,a majority plus one of the Planning Board of the Town of Southold ''after a public hearing. Adjoining property owners shall be i i' i' m entitled to notice of� such hearing, but their consent to such modification shall not be required. IN WITNESS WHEREOF, the Declarants above named have executed the foregoing Declaration the day and year first above w 't�ten. SAL C LA BENNY CAD ,, JR. STATE OF NEW YORK ) ss. . COUNTY OF SUFFOLK ) On the GO,��day of T / in the year 2001, before me, the undersigned, personally appeared SAL CAIOLA, O grl4u�fJ a4t4+ personally known to'' me, or proved to me on the basis of satisfactory evidence, to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. SOPlnM filfiMG IN rAamui~ded N V y�Nwr Ylotit *nMrR109- blic STATE OF NEW YORK } ), ss. . COUNTY OF SUFFOLK ) On the 74Lday of in the year 2001, before me, the undersigned, persona Uy appeared BENNY CAIOLA, JR. , personally known to me, or proved to me on the basis of satisfactory evidence, to be the individual whose name is subscribed to the within instrument and acknowledged to me that he, executed the same in his capacity and that by his signature on the instrument, the individual, or the person upon beh- ' f o which the .individual acted, executed the instru ent., MARIE RUFFINO Notary Public,State of New York N tary Pub1 C No. 01 RU506491 B Qualified In New York County Cortilicate filed In New York County Commignitl►+0iqptras Aug.ep1 P-9Afl i SCHEDULE A DESCRIPTION OF PROPERTY FOR ROCKCOVE ESTATES k, N ALL that certain plot, piece or parcel of land situate, lying and being near Greenport, in the Town of Southold, County of Suffolk, New York, bounded and described as follows: BEGINNING at a concrete monument set on the Northerly line of Middle Road (also known as North Road) at the Southeasterly corner of land now or formerly of Keough and the southwesterly corner of the premises herein described; Running thence along said land of Keough two courses as follows: 1) North 18 degrees 00 minutes 40 seconds West 200. 00 feet to a Concrete mogument, thence 2) South 71' degrees 28 minutes 20 seconds West 50.00 feet to a concrete monument set at the northwesterly corner of said land of Keough; Running thence through the land now or formerly of Burt in a xtesterly direction South 69 degrees 05 minutes 00 seconds West 164.88 feet. to the easterly line of land now or formerly of J.M.S. Land and Development Corporation at a point on said boundary line vihich is 200 feet northerly from the northerly line of Middle Road; Running thence along said land of J.M.S. Land and Development Corporation the two courses as follows: 1) North 14 degrees 43 minutes 20 seconds West 508.54 feet; thence 2;i) South 69 degrees 06 minutes West 125.70 feet to a concrete monument and land now or formerly of H.J. S. Land and Development C;orporat.ion,; Running thence along land last mentioned two courses as follows: 1) North 20 degrees 24 minutes 50 seconds West 343 .75 feet; thence 2;) North 15 degrees 14 minutes 40 seconds West 1,186. 15 feet to the ordinary high water mark of the Long Island Sound; Thence along the ordinary high water mark of the Long Island Sound on a tie line course bearing North 53 degrees 19 minutes 20 seconds East 644. 22 feet to the northwest corner of land now or formerly of Eastern shores; t, Thence along land last mentioned two courses as follows:` i) South 14 degrees 44 minutes 50 seconds East 415. 0 feet; thence 2) South 15 degrees 55 minutes 50 seconds East 1, 861.79 feet to land now or formerly of Monroe S. Burt; v , Thence along land last mentioned, along land now or formerly of Austin C. Burt two courses as follows: 1) South 71 degrees 28 minutes 20 seconds East 152.73 feet; thence 2) South 15 degrees 54 minutes East 1.50. 0 feet to said Northerly line of Middle Road; Thence along said northerly line of Middle Road, South 71 degrees 28 minutes 20 seconds West 92. 61 feet to the point or place of BEGINNING. P-.EC F-E EEC 20011 08 03,5:?a24 Fit J C-UFFO !�•. _1 t [11111J'1'%�tiY STATE OF NEW YORK SS: COUNTY OF SUFFOLK l EDWARD P. ROMAINE, CLERK OF THE COUNTY OF SUFFOLK AND CLERK OF THE SUPREME COURT OF THE STATE OF NEW YORK (NAND FOR SAID COUNTY(SAID COURT BEING A COURT OF RECORD) DO HEREBY CERTIFY THAT I HAVE COMPARED THE ANNEXED COPY OF DEED LIBER hV o 4, AT PAGE 6--2,,S' ,2 RECORDED 3 oo AND THAT IT IS A JUST AND TRUE COPY OF SUCH ORIGINAL DECLARATION AND OF THE WHOLE THEREOF. IN TESTIMONY WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED THE SEAL OR,-S-� COUNTY AND COURT THIS DAY OF fi7,q L/-/ o2c�o - 0 CLERK ,� 12-0169,12M7-9 ` 2 3 Number of pages TORRENS Edward F.F?owaine CLEIRY, OF Serial ° 51ri-FtLK COL'.NT 1.' L D00012ltki Certificate•#` p 5(5 Prior Ctf.# Deed!Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 4 FEES Page I Filing Fee Mortgage Amt, Handling 1.basic Tax TP-584 2.Additional Tax Notation Sub Total EA-52 17(County') Sub Total SpecJAssit. Or EA-5217(State) Spec./Add. R.P.T.S.A. ;' A�C �A TOT.MTG,TAX Dual Town Dual County Comm.of Ed. 5 00 '� Held for Apportionment A{{' Transfer Tax IND Certified Co Mansion Tax The property covered by this mortgage is or Reg.Copy; will be improved by a one or two family Sub Total dwelling only. Other � YE5 or NO GRAND TOTAL LS, `j . If NO,see appropriate tax clause on page 9 of this instrument. 5 ,3 Real Property Tax Service Agency Verification 6 Community Preservation Fund Dist. Section 13 Iock Lot Consideration Amount $ 1000 03 . 00 019 -000 CPF Tax Due $ _p:•r Improved ln' is Vacant Land 71 Satisfactions/Discharges/Releases List Property Owners Mailing Address TD RECORD &RETURN TO: TD Charles R . Cuddy, Esq .. TD 445 Griffing Avenue P ,O . Box 1547 Riverhead , NY 11901 s Title Company Information Co. Name CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY F • s THIS INDENTURE, made the 3� day of May 2019 BETWEEN Joseph.Algeri as Trustee of the AlgerFFamily Trust, having an address at 19 Orchard Street, Manhasset, NY 11030 party of the first part, and Proteus Properties,LLC, having an address at 171 Fartagut Circle, New Rochelle, NY 10801 party of the second part, WITNESSETH, that the party of the first part, in consideration of TEN ($10.00 � dollars paid by the party of the second part, does hereby grant and release unto the party of the second part, he heirs or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the SEE SCHEDULE"A"ANNEXED HERETO. Said premises being and intended to the be the premises conveyed to the party of the first part by deed dated 11/1412014 and recorded 04/16/2015 in Liber 12814 Page 87 Said premises also known as 1255 Sound Drive,Greenport, New York f• TOGETHER with all right, title and interest, if any, of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof; TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto,the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part ihas not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien;Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word "party" shall be construed as if it read "parties" when ever the sense of this indenture so requires. f FIDELITY NATIONAL TITLE INSURANCE COMPANY TITLE NO. 7404-004625 SCHEDULE A-1 s (Description of the Land) For Tax Map ID(s): 1000-033.00-03.00-019.005 ALL that certain plot, piece or parcel of land,situate, lying and being at Greenport, in the Town of Southold, County of Suffolk and State of New York, known and designated as Lot 5 on"Map of Rockcove Estates"filed in the Office of the Clerk of Suffolk County on June 11, 2011 as Map No. 10637,which said lot may be more particularly bounded and described as follows: BEGINNING at a point on the Southerly side of Sound Drive,where the same is intersecte'tl by the intersection lime between Lots 5 and 6 as shown on the aforesaid map; RUNNING THENCE along the Southerly side of Sound Drive the following two (2)courses.and distances: 1. North 19 degrees 54 minutes 57 seconds East, a distance of 90.06 feet to a point; 2. Easterly along the arc of a curve bearing to the right whose radius of 106.08 feet, a distance of 100.26 feet to a point; THENCE South 15 degrees 55 minutes 50 seconds East, a distance of'338.51 feet to a point; THENCE South 74 degrees 04 minutes 10 seconds West,a distance of 99.48 feet to a point; THENCE North 25 degrees 58 minutes 32 seconds West, a distance of 225.00 feet to theipoint or place of BEGINNING. THE POLICY TO BE ISSUED under this commitment will insure the title to such buildings and improvements on the premises which by law constitute real property. FOR CONVEYANCING ONLY: Together with all the right, title and interest of the party of the first part, of in and to the land lying In the street in front of and adjoining said premises. I END OF SCHEDULE A t; ii ;t i F ( .9 ff r t, t f I A .l I I -€i Commitment for Title Insurance -!I Printed: 0514,19 @ 00:47 AM Schedule A-1 Description NY-FT-FRVH-01030.431004-SPS-1-19-7404-00467.5 t` € ACKNOWLEDGEMENT TAKEN IN NEW YORK STATE ACKNOWLEDGEMENT TAKEN IN NEW YORK STATE State of New York,County of Nassau ss: State of New York,County of ss: Ic 3„ On the day of May in the year 2019 On the, day of in the year , before me,the undersigned,personally appeared before me,the undersigned,personally appeared Joseph Alger! personally known to me or proved to me on the basis of satisfactory personally known to me or plpved to me on the basis of satisfactory evidence to be the individual(s)whose names)is(arc)subscribed to the evidence to be the individual;(s)whose name(s)is(are)subscribed to the within,instiument and acknowledged to me that he/she/they executed the within instrument and acknowledged to me that he/she/they executed the sainc in his/her/their capacity(ies),and that by his/her/their signature(s) same in his/her/their capacityI(ies),and that by his/her/their signature(s) on the instrument,the individual(s),or the �e- n behalf of which on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted,executed tile' strument. the individual(s)acted,executed the instrument. DIANE DOAK NOTARY PUBLIC,STATE OF NEW YORK Regiatratlon No.01 D06389777 Glualifiad in queens County ' Corntnhratott'Ettpires,April 8,2023 kKNOWLEDGEMENT BY SUBSCRIBING WITNESS TAKEN ACKNOWLEDGEMENT TAKEN OUTSIDE NEW YORK IN NEW YORK STATE STATE State of New York,County of , ss: *State of ,County of > ss: t *(Or msert District of Columbia,'ferritory,Possession or Foreign County) On the day of in the year , before me,the undersigned,a Notary'Pubhc in and for said State, On the day of May in the year 2019 personally appeared before me,the undersigned.personally appeared the subscribing witness to the foregoing instrument,with whom 1 am personally acquainted,who,being by me duly sworn,did depose and say Personally known to me or proved to me on the basis of satisfactory that lie/shelthey reside(s)in evidence to be the individual(s)whose names)is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), that by his/her/their signatures)on (if the place of residence is in a city,include the street and street number of any,thereof), the instrument,the individual(s)or the person upon behalf of which the that lie/she/they know(s) individual(s)acted,executed the instrument,and that such individual make such appearance before the undersigned in the to be the individual described in and who executed the foregoing instrument;that said subscribing witness was present and saw said (add the city or political subdivision and the state or country or other execute the same;and that said witness at the same time subscribes! place the acknowledgcment�was taken). his/her/their names)as a witness thereto Bargain and Sale Deed With Covenants ` SECTION: 033.00 Title No- 7404-004625 BLOCK: 03.00 LOT. 019.005 Alger!Family Trust COUNTYORTOWN: Suffolk TO THE AREA OF THIS PROPERTY IS 37,237 S.F. OR 0.854 ACRES ALL ELEVATIONS SHOWN REFER TO NA VD '88 DATUM ALL DWELLINGS WITHIN 150' ARE CONNECTED TO PUBLIC WA TER w� eO 46' 45'-- n1 y� �g - —45'— D vi z --A - �ti96�� f FG• rn m m n C U1 D O Lp W'� �wgRpPos rp 23C 1�1 DN + 7° / 9 3 LJ V�� I�Lr1J e 2 FG- O J - ADO a CIAO �, 5_y , �` 25.0-_ �:,� N� m n NE 610, 0. C1l m J f 'j, ocnD PROPOSED �� —44'— ,° _ _ fi / o -A=m SANITARY SYSTEM y LA N USE ONE ZOOOG S.TANK USE ONE 8'0x16' CESSPOOL i FG- sl m 3 ) LOT 5 // m zM 70 U) G.S 2 ff, ��� , FG 0 B 5 p O SOT 6 WArO (ap°�Swo ° 99,4r� °35 RE�pENCE 1.0 !®A '�® F CERTIFIED TO: �� P o�S 035 //SOT PUO k3LJc WATER �e';�'I� e0 o?w ONCE �i •-� a Joseph & Patricia Algeri T 9 RE510 �rw �4-��`/�`� 0 1 s VACANT GUARANTEES INDICATED SHALL RUN ONLY TO THE PERSON FOR WHOM THt E SURVEY IS PREPARED AND/OR AGENCY, AND ARE NOT TRANSFER A BLE. S.C.T.M. N0. 1000 — 33 — 3 — 19.5 SURVEY OF: LOT No. 5 MAP OF ROCKCOVE ESTATES GARY BENZ, L.S. FILED JUNE 11, 2001 No. 10,637 SITUATED IN: GREENPORT TOWN OF: SOUTHOLD Surveying and Land Planning SUFFOLK COUNTY, NEW YORK 527-B Hawkins Avenue Ronkonkoma, N.Y. 11779 DATE: 811912019 JOB NO. G19-4955 SCALE: 1" = 40' GaryBenzLS®Yahoo.com / (631) 648-9348 THE EXISTENCE OF RIGHT OF WAYS, WETLANDS, UNDER UNAUTHORIZED ALTERATION OR ADDITION TO COPIES OF THIS SURREY MAP NOT BEARING THE LAND GROUND U77LI7IES AND/OR EASEMENTS OF RECORD THIS SURVEY IS A VIOLATION OF SECTION 7209 SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL 11 —1- -- — .,-- nr 711!- ninui vnnv r A— I A111 -- -- -- -- . ...1— r,-.,,.- .,...,.. T, " POS 461 FC j MI 8' ¢w �o �• 'ttl —4S'� CLAY P /r � u TOPSOIL j Q I SANDY STOCKPILE Z _ �^ , � � I LOAM `0 )/ AREA I �� / O 0 C O� w (n 0)/ —' SAND/ , O i/ V F ROCK !y a_ o25' 1 i z STAGING AREA Q °O' SAND/ , G_RAVEL Ito' SOA (/y� , OS i `� , F `-'/ TEST HOLE# I i FROM ROGKGOVE 4 6' ESTATES SUBDIVISION i o i i i C7 CD ul n 1 1 PO 1 �i FC / ---------- 12 7`E I '0oo1.1 �" '' � _ r .gyp 1 �N\Rp1V �' 0 6'W it QSOP i G n I \ `pl !� \\V� --------- ROOF DRYNELL ` ! a? ' O��}VV b R(� - 546-r SF X 167' X I,= 578 OF REQUIRED. rn i r�i S�0 I USE TOTAL 8'-0" X 14'-0"VERTICAL FEET = 5ql 56 OF DIVIDE INTO THREE LOCATIONS WITH A MIN,OF Z) 8'-0" X 5'-0" VERTICAL FEET AT EACH LOCATION -43-------- EO J - --- -------- T� 1 DN LINE OF SILT FENCING _a ,------i -� QFC. ilp LIMITS OF GLEARf / 1 4'E ilii '69 + m , DID z FC 1 0' a1 3° /-3' POST &,PAIL FENCE. N r MON '1_4' W06D FENCE ,5 MOIJ hAL o > >> �' FC \-FC " FCf S 74 04 1-0 % W 99. 48 0 3's o 6°s -� • ?°S i o's FC 1.o'E j 0 2'W 0 3'S „ S •I' TE PLAN SITE PLAN DATA: I,, = 30'-O" PROPERTY ADDRESS-----------------LOT 5 ROCKCOVE ESTATES SITE INFO FROM SURVEY BY GARY BENZ L.S. SUFFOLK COUNTY TAX MAP NUMB5 ER--1000-33-03-19 TOTAL SITE AREA/ACREAGE--------37,237 SF' DATED 05/ Iq /:201-1 SYMBOLS' ------- PROPERTY LINEpyy NEW 8'-0" DIA DRYNELL5 EXISTING CONTOUR LINE NEN CONTOUR LINE ^-- SILT FENCING — ,— — LIMITS OF CLEARING Project Name and Address OR VICTOR CUNEO r 125.5 SOUND DRIVE ARCHITECT P.C. "' LOT 5 154 LAUREL ROAD 4 � p _ �� ROCKCOVE ESTATES EAST NORTHPORT,NY 11731 GREENPORT , NY (631)261-2744 r TOWN-OF SOUTHOLD ya\.FN PU6L1G W pWEL�A�O I�pt)� 00, ` •,�-I CLAY ' ------46'-- 20, rQ SANDY LOAM 5 0' SAND/ i ROOK �4$•� 110' x 42.96' SAND / > LOT I6 GRAVE SUBDIVISION 120' EASTERN SJORES SUFFOLK COUNTY FILE TEST HOLE x I NO 4021 FROM ROGKGOVE Qj a DWELLING WITH PUBLIC, ESTATES SUBDIVISION /y WATER CL PROPOSED WATER LINE QJ� 42.44' x / CP EIFIXCA:VAITION INSPEECTION REIQUIRED ry 5CTI R SANITARY SYSTEM HEALTH DEPARTMENT PROPOSED S P 8 ' // 0 / ELECTRIC LINEf/ - - 4 UNDERGROUND �w -Y-TEST HOLE ^OI Q i 10' /V///// NEW 8'-O" DIA X 16' DEPTH GEA UT/// MIN 400 5F. 51DEWALL AREA LEACHING POOL BACKFILLED -�, __ _ WITH GLEAN SAND AND GRAVEL ///Q��� PROPOSED 6 BEDROOM SYSTEM // F \3 1 5UBDIV151ON SEPTIC SYSTEM FOR MAIN DWELLING 44 // /oF // 25 EASTERN SJORES �y` p,'\ 5UFFOLK COUNTY FILE PROPOSED GALLONS X2006 aal /f/ /� sw NO 4021 10'-0" DIA TANK WITH MIN LIQUID cc]] - ---43--------/// // DWELLING WITH PUBLIC SURFACE AREA 4-7 SQUARE FEET 1 - `--- WATER LOT 6i sw -------- --'I SUBDIVISION t ROGKGOVE ESTATES 1 ' y9 DWELLING WITH PUBLIC, ���---" _ � , WATER OTE CHANGE(S) ------------------� By Suffolk Cou ty Department of Health Services - - 3r-- i�- '--5�,.-' ?S LOT 14 2 i i \ SUBDIVISION EASTERN 5JORES SUFFOLK COUNTY FILE 19 NO 4021 DWELLING WITH PUBLIC WATER i S 74°04'10 W 99.48' LOT 10 .SUBDIVISION ROGKGOVE ESTATES DWELLING WITH PUBLIC WATER S I T E PLAN SYMBOLS 1" = 40'-0" SUBDIVISION MAP - 'ROCKCOVE ESTATES" FILED INLP LEACHING POOL lEPj1 50% SITE INFO FROM SURVEY BY GARY BENZ L 5 THE OFFICE OF THE CLERK OF SUFFOLK COUNTY DATED 08 / Iq / 2011 ON JUNE II, 2001 AS FILE NO 10637 ® SEPTIC TANK ® 5TORMWATER PROPERTY ADDRESS - 1255 SOUND DRIVE GENERAL NOTES: GREENPORT --.-- PROPERTY LINE I COMMUNITY HAS PUBLIC, WATER SGTM - 1000 - 33 - 03 - Iq 5 -------- EXISTING CONTOUR LINE 2. ALL HOUSES WITH IN 150 FEET OF ��-- NEW CONTOURf INE ALL PROPERTY LINES HAVE PUBLIC WATER. '. 5 NO HOUSES WITH IN 150 FEET OF ALL PROPERTY LINES HAVE WELLS ; A C. 5 ELEVATIONS BASED ON NAVD 1188 �� g 2 STORY FRAME DWELLIN0 � LOT AREA = 51,231 SF ��y` PROPOSED 4 BEDROOM HOUSE ( POTENTIAL 5) cr., FIRST FLOOR 2,-f63 5F 2ND FLOOR = 646 SF BASEMENT - 2,5-78 5F SUFFOLK COUNTY DEPARTMENT OF i aEAU it SERVICES Project Name and Address VICTOR CUNEO PERMIT FOR APPRO17A.In Or COMSTRUCT,ON FOR A ON 1MIGLF 3--'Af lLl RES'DEil Ca Y 1255 SOUND DRIVE ARCHITECT P.C. OCT o s 2019 DATE t, . Rm1=, No, R l 0-l9-O l l n LOT 5 154 LAUREL ROAD AP���vE� �� ROCKCOVE ESTATES EAST NORTHI'ORT,NY 11731 -�---�. (631)261-2744 FOR IMAX1[dUM OF �E�RQCS�� GREENPORT , NY EXPIRES THREE YEARS FROM ®ATE OF APPROVAL TOWN OF SOUTHOLD a THE AREA OF THIS PROPERTY IS 37,237 S.F. OR 0.854 ACRES ALL ELEVATIONS SHOWN REFER TO NA VD '88 DATUM DEC 2 0 2019 - `r c C. o 0 1 i��5/.96' �s Qp o n 6 F `MpN N �1 oo' z% o Z m i m 06� p• m + C ) 25W a Oho a 0� ♦� A �e f c' (V �6W u% LIP N� (� k o v a '^^ 0 • x 68,8, �^ � fp• X D + + J� GP�QG O If 4, A o>o,s �l m o m U) L1% j �+a a G � N� 9yo , U1 W m W � 7- SOT SOT 5 A ,y9 , j �Rp�� CE � Fp p.6S �F �V,rJ• LOT 6 WATER 3 P4SWppp FtiN (���$ p3s 10� J PUBUC WA 9 \ cy, �P RESIDENCE �o G( QPf�) fp', T 10 TER \ CERTIFIED TO: 5� ,os pas LO UBuC WA o W NCE P O Joseph & Patricia Algeri �e 92 RESIDE 2sF0 ,SC�a2g �r�� SOT VACANT I FOUNDATION LOCATION SURVEY 12/18/2019 GUARANTEES INDICATED SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND/OR AGENCY, AND ARE NOT TRANSFERABLE. S.C.T.W. N 0. 1000 — 33 — 3 — 19.5 SURVEY OF: LOT No. 5 MAP OF ROCKCOVE ESTATES GARY BENZ, L.S. FILED JUNE 11, 2001 No. 10,637 SITUATED IN: GREENPORT TOWN OF: SOUTHOLD Surveying and Land Planning 527-B Hawkins Avenue SUFFOLK COUNTY, NEW YORK Ronkonkoma, N.Y. 11779 DATE: 8/19/2019 JOB NO. G19-4988 SCALE: 1" = 40' GaryBenzLS@Yahoo.com ;,/ (631) 648-9348 THE EXISTENCE OF RIGHT OF WAYS, WETLANDS, UNDER UNAUTHORIZED ALTERATION OR ADDITION TO COPIES OF THIS SURVEY MAP NOT BEARING THE LAND GROUND UTILITIES AND/OR EASEMENTS OF RECORD THIS SURVEY 1S A VIOLATION OF SECTION`7209 SURVEYORS INKED SEAL OR;'EMBOSSED SEAL SHALL IF ANY, NOT SHOWN ARE NOT GUARANTEED. OF THE NEW YORK STATE EDUCATION LAW. NOT BE CONSIDERED TO BEA VALID TRUE COPY. � I -�>VR PUBL`C yaR CLAY 2.0' SANDY �00 � . I`1vIZj LOAM ly ( i OQ� SAND/ CK I op ,�45,\ 110' \� x 42.96' !2 LOT 16 SAND M / GRAVE Q 5UBDIVI510N 120' rR Q Opp % wA� EASTERN 5JORES TEST HOLE I > �' SUFFOLK COUNTY FILE NO 4021 FROM ROGKGOVE JD/ i DWELLING WITH PUBLIC ESTATES SUBDIVISION i WATER r WATER LINE i r � /Cei QJ 42 44'X SEPTIC, LOCATION CTI ST A - 561-011 11 �v UNDERGROUND ;/ S 5 /A // O STB - 251-6 Q ELECTRIC LINE : •�o,, /' �` fV ,pry/ LI A TEST HOLE ry ---------- LI B - 45'-0" r 4 B / 10'-0" DIA. X 14' DEPTH /C�� T/� N�RPN E LEACHING POOL W/ DOME LOT 15 6 BEDROOM SEPTIC SYSTEM 5UBD I V 15I ON % j�//AFF �q33 / 250' EASTERN 5JORE5 2000 GALLON SEPTIC TANK SUFFOLK COUNTY FILE NO. 4021 DWELLING WITH PUBLIC 43'------- i WATER \tQ-I ��(L5 In 1 /' ,hr i ! �'`',�•,,.f`�_"1` y.' --- LOT 6 sw ; SUBDIVISION ROGKGOVE ESTATES ''' CA x /' 1 2 DWELLING WITH PUBLIC 00" y N O V 1 6 2020 .gWATER pO - `t-R---1 --------------- LOT 14 p r rEASTERNUBSJ10N RES l;ii 3UFFOLK-COUNTir FILE Q I i l 56 I ND 4021 L' DWELLING WITH PUBLIC WATER � ski i / i u S 74°04'10';/W 99.48' 'LOT 10 SUBDIVISION ' ROCKCOVE ESTATES DWELLING WITH PUBLIC WATER SITE PLAN R10-15m0044 SYMBOLS II, = 40' SUBDIVISION MAP - 'ROGKCOVE ESTATES" FILED INLI LEACHING POOL SITE INFO FROM SURVEY BY GARY BENZ L.S. THE OFFICE OF THE CLERK OF SUFFOLK COUNTY DATED OS / 19 /2019 ON JUNE II, 2001 AS FILE NO. 1065'7. ® SEPTIC TANK ® 5TORMWATER PROPERTY ADDRESS - 1255 SOUND DRIVE. GENERAL NOTES. OR EENFORT PROPERTY LINE 1. COMMUNITY HAS PUBLIC HATER 5CTM - 1000 - 55 - 05 - 19 5 -------- CONTOUR LINE 2. ALL HOUSES WITH IN 150 FEET OF • ALL PROPERTY LINES HAVE PUBLIC HATER. 5. NO HOUSES WITH IN 150 FEET OF � . ALL PROPERTY LINES HAVE WELLS ] 5. ELEVATIONS BASED ON NAVD 1988. 2 STORY FRAME DWELLING LOT AREA = 37,237 4 BEDROOM HOUSEyi '_ FIRST FLOOR = 2,765 5F `-�'7LL 2ND FLOOR = 646 5F BASEMENT = 2,578 5F APPROVAL OF 00NNcTRUG T ED V',,Oi K3 FOR Project Name and Address VICTOR CUNEO ASINGLE Fs�='' rlrrir-,Ia�.NIc= 1255 SOUND DRIVE ARCHITECT P.C. ateN®V 1 J�e`, J%10. �2 gip_ - oro v Me senrtage disposal and"rater s7!poly faciiities at this location havo been LOT 5 Inspected and/or certified by this Dapwt hent or other agencies and found to 154 LAUREL ROAD satisfactory FOR AIMU►M F, BEDROOMS. ROCKCOVE ESTATES EAST NORTHPORT,NY 11731 Mc , " GREENPORT , NY (631)261-2744 Crag Knepper, P.E., CNef TOWN OF SOUTHOLD Office Of Wastewater Mann ernent a r REScheck Software Version 4.6.5 Compliance Certificate Project LOT 5 ROCKCOVE ESTATES Energy Code: 2015 IECC Location: Greenport, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 21% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: GREENPORT, NY - e . •_ ► r++.'���'w'a4r% �f:'°a•P;n" c�.y,`c a x;vq'�;*<i sx 2• v . ""'s.'.. `a i° „�;.t Compliance: 3.7%Better Than Code Maximum UA: 630 Your UA: 607 Maximum SHGC: 0.40 Your SHGC: 0.32 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies 'Gross Area Assembly or Cavity Cont.,.' U-Factor UA',. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 2,349 38.0 0.0 0.030 70 Ceiling 2: Cathedral Ceiling 414 25.0 0.0 0.041 16 Skylight 1:Wood Frame:Double Pane with Low-E 18 0.300 5 SHGC: 0.32 Wall 1: Wood Frame, 16" D.C. 3,382 15.0 0.0 0.077 203 Window 1:Wood Frame:Double Pane with Low-E 533 0.300 160 SHGC: 0.32 Door 1: Glass 192 0.300 58 SHGC: 0.32 Door 2:Solid 21 0.200 4 Floor 1:All-Wood J olst/Truss:Over Unconditioned Space 2,763 30.0 0.0 0.033 91 Compliance Statement. The proposed building design described here is consist7t with the building plans,specifications, and other calculations submitted with the permit application.The proposed building ha een designed to meet the 2015 IECC requirements in REScheck Version 4.6 5 nd to comply with the mandatory requir ents H in the REScheck Inspection Checklist. Name-Title Sig t r Efate Project Title: t_OT 5 ROCKCOVE ESTATES Report date: 09/03/19 Data filename: D:\Current Projects\VENETOKLIS FERDINAND\ENERGY.rck Page 1 of 9 • t 5 REScheck Softwaee Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is,provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section R Plans Verified Field,V,erifieds' ° .`r' # Pre-Ins `RevieW °� v Complies?° .°, Comments%Assumptions` &'Fie D Value; Value...��.r �a�"� n 3°. 103.1, ;Construction drawings and �s ��a^° °°, ��,-� �-��s,�y;, =�w �� ❑Complies ;Requirement will be met. 103.2 documentation demonstrate �, ;.° �„ dx° : b ,•., �;. ❑Does Not [PR111 ;energy code compliance for the ❑Not Observable :building envelope.Thermal ❑Not Applicable envelope represented on construction documents. ' 103.1, Construction drawings and €` =;rH;> x M. ,` ��_; ° `�' '�',. ``❑Com lies ���r�.�,,.�°���.�° p 'Requirement will be met. 103.2, documentation demonstrate " '��� � �' `� ��* . �° ��=: � � � k, � ; ❑Does Not 403.7 ;energy code compliance for ❑Not Observable ' [PR311 lighting and mechanical systems. - ^X"; `''ry x W£ �` °; x Al°';;±' ' ❑Not Applicable Systems serving multiple dwelling units must demonstrate '° `�°,E " "�`° !compliance with the IECC Commercial Provisions. �� �� h� e�F°�? �E�de��4 °�es'rS4a 302x1; Heating and cooling equipment is; Heating: ; Heating: ;❑Complies :Requirement will be met. 403:7;,,', 1'sized per ACCA Manual S based Btu/hr Btu/hr UDoes Not [P,R21?=,`: -,on loads calculated per ACCA Cooling: Cooling: Not Observable ; Manual J or other methods ; ❑ •s approved by the code official. Btu/hr Btu/hr ;❑Not Applicable ; Additional Comments/Assumptions: i 1 High Impact(Tier 1) "2, Medium Impact(Tier 2) ['3 Low Impact(Tier 3) Project Title: LOT 5 ROCKCOVE ESTATES Report date: 09/03/19 Data filename: D:\Current Projects\VENETOKLIS FERDINAND\ENERGY.rck Page 2 of 9 Section r #` ,Foundation`Ins 'eetione, °'"=Com' lies?' " Comments%Assu°m tions; &.Req ID� �.,p P� ' p 303.2".1- A protective covering is installed to I❑Complies ;Exception: Requirement is not applicable. [F011]?'ve.iprotect exposed exterior insulation E❑Does Not- Jand extends a minimum of 6 in. below ❑ grade. Not Observable; , ❑Not Applicable ; 403:9 ��"`'Snow-and ice-melting system controls,❑Complies ;Exception: Requirement is not applicable. i installed. ;❑Does Not ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 IHigh Impact (Tier 1) ,2= Medium Impact(Tier 2) 3 Low Impact (Tier 3) Project Title: LOT 5 ROCKCOVE ESTATES Report date: 09/03/19 Data filename: D:\Current Projects\VENETOKLIS FERDINAND\ENERGY.rck Page 3 of 9 Section Plans,Verified , ,Field Verified Com Les?'a- .:Coe mmnts/Assurri `tions . #, Framing,/Rough-in Value �' Value p s/ p &'Req.ID F 402.1.1, Door U-factor. U- ; U- ;❑Complles :See the Envelope Assemblies 402.3.4 ;❑Does Not table for values. [FRl]1 ;❑Not Observable ; ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 '❑Not Observable ; ; [FR2]1 ;❑Not Applicable , 303.1.3 'U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 :are determined in accordance ' ❑Does Not j with the NFRC test procedure or = ,` 4 �[ ❑Not Observable , taken from the default table. °a❑Not Applicable 5. 402.1.1, :SkylightU-factor. U- U- ❑Complies ,See the Envelope Assemblies 402.3.3, :❑Does Not 'table for values, 402.3.6, 402.5 UNot Observable [FR5]1 ;❑Not Applicable 402.4.1.1 ,Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 :installed per manufacturer's ❑Does Not instructions. g f ' ' � C .°`` f ,z`'I❑Not Observable �P13❑Not Applicable 402.4.3 ;Fenestration that is not site built « ° ,, �� ❑Complies ;Requirement will be met. [FR20]1 'is listed and labeled as meeting �, .❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 j � [ ` �3❑Not Observable ,or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable ; limits. 402.4.5 IC-rated recessed lighting fixtures Complies ;Requirement will be met. [FR16]2° .isealed at housing/interior finish '• ❑Does Not and labeled to indicate s2.0 cfm "� ;leakage at 75 Pa. ❑Not Observable ' 11,❑Not Applicable 403.3.1 Supply and return ducts in attics 9 `, ;;,e, ❑Complies ;Requirement will be met. [FR12]1 insulated >= R-8 where duct isw. x - ❑Does Not >= 3 inches in diameter and >_ ;bNot Observable ' R-6 where < 3 inches. Supply and return ducts in other portions of 4.❑Not Applicable the building insulated >= R-6 for � ", diameter>= 3 inches and R-4.2 ,z ": �� „v ,y for< 3 inches in diameter. [ '] 403.3.5 Building cavities are not used as ;Requirement will be met. [FR15]3 ;ducts or plenums. ; "�nF': [ x' `'a,°' ❑Does Not ❑Not Observable ❑Not Applicable 403.4 ;HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. [FR17]2 tabove 105 QF or chilled fluids 3 ;❑Does Not below 55 °F are insulated to >_R- ; ❑Not Observable 3. ❑Not Applicable 403.4.1 'Protection of insulation on HVAC °� , �''"' = ,�:" ;Y ; ❑Co en will be met. "',_� . mplies ;Requirem t [FR24]1 piping. ; t "b �°,�;" ❑Does Not ❑Not Observable �_ ❑Not Applicable 1 IHigh Impact (Tier 1) [.2,J Medium Impact(Tier 2) 3 1 Low Impact (Tier 3) Project Title: LOT 5 ROCKCOVE ESTATES Report date: 09/03/19 Data filename: D:\Current Projects\VENETOKLIS FERDINAND\ENERGY.rck Page 4 of 9 b; `� 'P,,la'n`s'Verif!,e Field=Verifieii ection #; `"°^ `Framing l,Rough,ln'Inspectio"n ;,` M Complies? Comments/Assumptions eq:ID < _ :,,Value-, Value' r " 7g3�5:3`� Hot water pipes are insulated to R- R ;❑Complies Requirement will be met. [FR18]2�w ?-R-3. ` , ;❑Does Not .` ;❑Not Observable . _ ❑Not Applicable 403:6 E<' ;Automatic or gravity dampers are 'ra,; w;" :`�"`�" „(". k�� `� °�� �aa ❑Complies ;Requirement will be met. [FRl'9]?3 ,installed on all outdoor air <` _: .; y.< =y;., ,<•<e , _ Does Not hntakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 11'2,]Medium Impact(Tier 2) 3. Low Impact (Tier 3) Project Title: LOT 5 ROCKCOVE ESTATES Report date: 09/03/19 Data filename: D:\Current Projects\VENETOKLIS FERDINAND\ENERGY.rck Page 5 of 9 -„hart.c,�R.g',�1 { i;I�•.ux/�,..�4>�< < ,. 1 . 1 Section Plans Verified Field Verified' # Insulation Inspection _ s_Complies? , 4 omrn6nts�Assumpti'oris & Req:f® Value Values; 303.1 °All installed insulation is labeled :;; � �� ❑Complies 'Requirement will be met. [IN13]2 —or the installed R-values � � � � � �j❑Does Not 'provided. y- :' ❑Not Observable i ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood I❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel '❑ Steel ❑-11 Not Observable �� ;❑Not Applicable 1 1 1 1 303.2, :Floor insulation installed ❑Complies ;Requirement will be met. 402.2.7 manufacturer's instructions and s ' _ ❑Does Not [IN2]1 ;in substantial contact with the ❑Not Observable 1 underside of the subfloor, or floor �> ❑Not A framing cavity insulation is in ` ° .��, pPlicable ;contact with the top side of i., "' x;� �� ;sheathing, or continuous $ _ insulation is installed on the ,underside of floor framing and extends from the bottom to the a 'top of all perimeter floor framing members. 402.1.1, ,Wall Insulation R-value. If this is a: R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/z of the ❑ Wood ,❑ Wood E❑Does Not ;table for values. 402.2.6 wall insulation on the wall ❑ Mass °❑ Mass ❑Not Observable ' [IN3]1 :exterior,the exterior insulation ; ; ; requirement applies (FR10). ;❑ Steel ❑ Steel ;❑Not Applicable ; 1 i 1 � 1 1 � 1 303.2 ;Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. ( 1 «.a�' '❑Does Not -.�`'`❑Not Observable - � ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 Medium Impact (Tier 2) 11 Low Impact(Tier 3) Project Title: LOT 5 ROCKCOVE ESTATES Report date: 09/03/19 Data filename: D:\Current Projects\VENETOKLIS FERDINAND\ENERGY.rck Page 6 of 9 Plans`tirifiad ' xFieldVerified` Final Inspe[tiari;Piovisipns•`' - „ ' Comp9ies? `Comments(AssurripYions &�Regap> ,< Value`�-� Value. 402.1.1, ;Ceiling insulation R-value. ; R- R- ;❑Complies See the Envelope Assemblies 402.2.1, table Wood ❑ Wood ;❑Does Not ;table for values, 402.2.2, ❑ Steel ❑ Steel ❑Not Observable FIM 6 [ :❑Not Applicable FI1] 303.1.1.1, 'Ceiling insulation installed per '°° ��-f" a "'� �'""�`". ""� �, r �` �" ., `s��,��,� `j❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. 13 "a` '�` _ ^- '�� �` " ❑Does Not [FI2]1 ;Blown insulation marked every " " = � " ❑Not Observable :300 ft2. �`,"_,❑Not Applicable -lVented attics with air permeable ,❑Complies Requirement will be met. [FI22]2" ,insulation include baffle adjacent a "�' �<:r-x ;..�. �' � �, ❑Does Not oto soffit and eave vents that ❑Not Observable extends over insulation. ❑Not Applicable 402.2.4 Attic access hatch and door R- ; R- ;❑Complies ;Requirement will be met. [FI3]1 insulation >_R-value of the ;❑Does Not adjacent assembly. :❑Not Observable ❑Not Applicable 402.4.1.2 'Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = :❑Complies ;Requirement will be met. [FI17]1 !ach in Climate Zones 1-2, and E❑Does Not <=3 ach in Climate Zones 3-8. i ❑Not Observable ❑Not Applicable 403.3.4 Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies Requirement will be met. [F14]1 'cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in '❑Not Observable , tests,verification may need to :❑Not Applicable occur during Framing Inspection. : ; 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [F127]1 determine air leakage with 1 ft2 ft2 ;❑Does Not either: Rough-in test:Total ,leakage measured with a 1❑Not Observable pressure differential of 0.1 inch :❑Not Applicable ;w.g. across the system including 'the manufacturer's air handler : enclosure if installed at time of .test. Postconstruction test:Total 'leakage measured with a : pressure differential of 0.1 inch ;w.g. across the entire system : including the manufacturer's air handler enclosure. 403.3.2.1 ,Air handler leakage designated -`�E� " � „ _�' _�= °a❑Complies :Requirement will be met. [FI24]1 'by manufacturer at<=2% ofy? : . Y=° ❑Does Not `' ' design air flow. '=�u" []Not Observable ❑Not Applicable 403.1:1",,,Programmable thermostats "' :r'"���'�” `_� `'❑Complies ;Requirement will be met. [Fi9]2° ]I installed for control of primary ❑Does Not = heating and cooling systems and ❑Not Observable initially set by manufacturer to u°' ° `?`�" code specifications, "" '�,` ":xb=�" 'x ❑Not Applicable 403.]:2- Heat pump thermostat installed j ' ' x' -,,£ '`. j❑Complies Requirement will be met. : ` �` ,x r -�,:" c� z : ❑Does Not , on heat pumps. „ h ❑Not Observable !❑Not Applicable , _' ''''""` 9" °i " Y't ❑Com lies :Requirement uirement will be met. 403.511r `;Circulating service hot water �.' '' r'.; " v,-.. .'_" p q [FI11]? i systems have automatic or ❑Does Not accessible manual controls. �� ❑Not Observable 3 �❑NotApplicable 1 High Impact (Tier 1) 2`"° Medium Impact (Tier 2) 3 1 Low Impact(Tier 3) Project Title: LOT 5 ROCKCOVE ESTATES Report date: 09/03/19 Data filename: D:\Current Projects\VENETOKLIS FERDINAND\ENERGY.rck Page 7 of 9 section = `Pla°ns'`Verified Field Verified # Final lnspection-Provisions� - Complies?j" Comments/As'surnptions & Req.ID Value,; . Value 403.6.1 ;AII mechanical ventilation system? xe<; N.I❑Complies :Requirement will be met. [FI25]2 ifans not part of tested and listed �_� °' _° j❑Does Not =HVAC equipment meet efficacy . and airflow limits. � �, ;�� x ,", �, „ ❑Not Observable ❑Not Applicable ; 403.2 Hot water boilers supplying heat [ ,, �'�`` �,.�� ❑Complies ;Exception: Requirement is [FI26]2 through one-or two-pipe heating ❑Does Not not applicable. systems have outdoor setback ❑Not Observable control to lower boiler water !temperature based on outdoor: ��s, ❑Not Applicable ; ;temperature. „r 403.5.1.1 j Heated water circulation systems < ❑Complies ;Exception: Requirement is [FI,28]2 _ have a circulation pump.The ❑Does Not ;not applicable. system return pipe is a dedicated return pipe or a cold water supply I"�❑Not Observable ;pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are [not present. Controls for -°_ "'''F:� - =circulating hot water system ;pumps start the pump with signal for hot water demand within the i , �' °°"'' '` =occupancy. Controls automatically turn off the pump iwhen water is in circulation loop `is at set-point temperature and `4 no demand for hot water exists. 403.5.1.2 'Electric heat trace systems ❑Complies Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL i . �, ,:,� `"'' '"' ❑Does Not knot applicable. 1515. Controls automatically ( t ladjust the energy input to the ❑Nat Observable ; 'heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. { __ 403.5.2° Mater distribution systems that ` ` ,x'.q, ❑Complies ;Exception: Requirement is [FI30]2 .' ;have recirculation pumps that . ': ; ` ;�u,` ❑Does Not not applicable. I pump water from a heated water ; ] ' Isupply pipe back to the heated � - "` - �• ❑Not Observable , ;water source through a cold " ` �" K,❑Not Applicable water supply pipe have a � `�'� ;demand recirculation water -system. Pumps have controls -,that manage operation of the ipump and limit the temperature E, € `=za• ° ;of the water entering the cold water piping to 1042F. 403.5.4 ;Drain water heat recovery units a❑Complies ;Exception: Requirement is [FI31]2 :tested in accordance with CSA F ; ❑ %, Does Not knot applicable. ?B55.1. Potable water-side ;pressure loss of drain water heat 4` ,�, ,Nw ,' j❑Not Observable recovery units < 3 psi for t o ❑Not Applicable ; =individual units connected to one ;or two showers. Potable water- � ��� , =side pressure loss of drain water " ;heat recovery units < 2 psi for ( �. Iindividual units connected to !three or more showers. ' 404.1 '75%of lamps in permanent °�� g � _ 3❑Complies ;Requirement will be met. (FI6]1 fixtures or 75%of permanent „ , '-IE Does Not i fixtures have high efficacy lamps,g Does not apply to low-voltage «� =, .n ` ❑Not Observable lighting. f - ❑Not Applicable 404.1.1 ;Fuel gas lighting systems have [-'; ;z�: ,-` y,m;° • ` Q`❑Complies ;Requirement will be met. [FI23]3 no continuous pilot light. �. �- `.e` ❑Does Not „r� � •moo„ ,�- _ ; I `E„ � `-;� ❑Not Observable w,3 ❑NotApplicable 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: LOT 5 ROCKCOVE ESTATES Report date: 09/03/19 Data filename: D:\Current Projects\VENETOKLIS FERDINAND\ENERGY.rck Page 8 of 9 Pl'ans`Verified- Field,Vei'ifiedra # Final; f 2015 IECC Energy Efficiency Certificate pY Ku' x rha Above-Grade Wall . 15.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): .E ®•® a e Window ,0.30 0.32 Door 0.30 0.32 Skylight 0.30 0.32 e •• e • MINE Heating System: O Cooling System: Water Heater: Name: G off" Date: 9 Comments 1 Generated by REScheck Web Software Compliance Certificate Project 1255 Sound Drive Residence D Energy Code: 2015 IECC 0 CT 2 1 2020 Location: Greenport, New York Construction Type: Single-family Project Type: New Construction P.FJI,D_I G D7,TIP Conditioned Floor Area: 3,646 ft2 TGF,3lj"!1-0A''1-117 .1 IOLD Glazing Area 9.8% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1255 Sound Drive George Venetoklis Victor Cuneo Greenport,NY 11944 917-674-4731 Victor Cuneo Architect P.C. gvenetoklis@gmail.com 154 Laurel Road East Northport,NY 11731 - - - traoe-offr Compliance: 9.40/6 Better Than Code Maximum UA: 673 Your UA: 610 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter —1 Ceiling:Cathedral Ceiling(no attic) 3,646 39.0 0.0 0.027 98 AGW Main:Wood Frame,16"o.c. 3,621 18.0 0.0 0.062 181 Window:Vinyl Frame 708 0.300 212 SHGC:0.30 AGW Garage:Wood Frame,16"o.c. 341 15.0 0.0 0.077 25 Garage Door:Solid Door(under 50%glazing) 18 0.250 5 Above Basement:All-Wood joist/Truss 2,773 31.0 0.0 0.032 89 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been de 'gned to meet the 2015 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandato requirem nts li ed in the REScheck Inspection Checklist. Name-Title Sig ature Date Project Title: 1255 Sound Drive Residence Report date: 10/16/20 Data filename: Pagel of 9 REScheck Software Version e REScheck-Web Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section - Plans Verified. Field Verified # Pre-Inspection/Plan Review Corriplies?_"plies? & Req.ID �Val'ue " r Value 103.1, ;,Construction drawings and i= ❑Complies ;Requirement will be met. 103.2 :documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the SSS building envelope.Thermal '• ❑Not Observable envelope represented on ❑Not Applicable construction documents. ► " I 103.1, ;Construction drawings and f❑Complies ;Requirement will be met. 103.2, :documentation demonstrate I` i❑Does Not 403.7 ;energy code compliance for ; [PR3]1 ;lighting and mechanical systems. I ❑Not Observable :Systems serving multiple ❑Not Applicable dwelling units must demonstrate f' compliance with the IECC Commercial Provisions. 1 302.1„ Heating and cooling equipment is: Heating: ; Heating: ;❑Complies ;Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not —[PR2]2 on loads calculated per ACCA Cooling: Cooling: w Manual J or other methods Btu/hr Btu/hr ❑Not Observable approved by the-code official. ; 1E]Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 1-2'-j Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1255 Sound Drive Residence Report date: 10/1620 Data filename: Page 2 of 9 Section # Foundation Inspection 77�0_� plies? - Comments/Assumptions & R6q.ID 303.2.1- `A protective covering is installed to ;❑Complies ;Requirement will be met. [F011]z protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in.below grade. ❑Not Observable ❑Not Applicable ; 403.9 Snow-and ice-melting system controls;❑Complies ;(Exception: Requirement is not applicable. [FO12]2" installed. ;❑Does Not J ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1255 Sound Drive Residence Report date: 10/16/20 Data filename: Page 3 of 9 Section Plans Verified Field!Verified #k Framing/Rough-ln Inspection Value Value Complies? Comments/Assumptions &RegeID 402.1.1, ;Door U-factor. ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ❑Does Not ;table For values. [FRl]1 j j❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope assemblies 402.3.1, average). :❑Does Not ;table for values. 402.3.3, 402.5 j ;❑Not Observable [FR2]1 ; ; ;❑Not Applicable 303.1.3 ;U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 :are determined in accordance ;❑Does Not ;with the NFRC test procedure or i = ❑Not Observable ;taken from the default table. j' ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 ;installed per manufacturer's ' ❑Does Not instructions. i ❑Not Observable []Not Applicable j 402.4.3 ;Fenestration that is not site built ' ❑Complies I Requirement will be met. [FR20]1 :is listed and labeled as meeting I ❑Does Not :AAMA/WDMA/CSA 101/i.S.2/A440 I or has infiltration rates per NFRC l ;❑Nat Observable 400 that do not exceed code ( - ❑Not Applicable j limits. j 402.4.5 f IC-rated recessed lighting fixtures' ❑Complies ;Requirement will be met. _[FR16]z 'sealed at housing/interior finish • _ ❑Does Not and labeled to indicate 52.0 cfm ❑Not Observable leakage at 75 Pa. f j❑Not Applicable I 403.3.1 ;Supply and return ducts in attics ; f❑Complies ;Requirement will be met. [FR12]1 :insulated >= R-8 where duct is ❑Does Not >=3 inches in diameter and>_v ❑Not Observable;R-6 where<3 inches.Supply and 3❑Not Applicable return ducts in other portions of ;the building insulated >=R-6 for a diameter>=3 inches and R-4.2 !for<3 inches in diameter. 403.3.3 a Building cavities are not used as ; ❑Complies :Requirement will be met. [FR15] i ducts or plenums. I 11IDoes Not �®J _ ❑Not Observable j ❑Not Applicable 403.4 1 HVAC piping conveying fluids ; R- R- ;❑Complies ;Requirement will be met. [FR17]2 ,above 105°F or chilled fluids j❑Does Not below 55°F are insulated to>_R- V 3 ; ;❑Not Observable • -� ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC t ;❑Complies ;Requirement will be met. [FR24]1 ;piping. ❑Does Not V i❑Not Observable ❑Not Applicable 403.5.3 ' ' Hot water pipes are insulated to R- ; R- ;❑Complies ;Requirement will be met. [FR18]2aR-3. ; j❑Does Not v ; ; j❑Not Observable ;❑Not Applicable 403.6 i sAutomatic or gravity dampers are " Complies (Requirement will be met. [FR19] h installed on all outdoor airs❑ i Does Not intakes and exhausts. I ;❑Not Observable j ;❑Not Applicable 11 High Impact(Tier 1) -2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1255 Sound Drive Residence Report date: 10/16/20 Data filename: Page 4 of 9 Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1255 Sound Drive Residence Report date: 10/16/20 Data filename: Page 5 of 9 Section Plans Verified T Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID ' 303.1 ' All installed insulation is labeled I JE]Complies ;Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. ` ❑Not Observable ; ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ;❑ Wood {❑Does Not ;table for values [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ;❑Not Applicable 303.2, ;Floor insulation installed per +❑Complies ;Requirement will be met. 402.2.7 manufacturer's instructions and �❑Does Not [IN2]1 !in substantial contact with the underside of the subfloor,or floor J ❑Not Observable framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing,or continuous 1 insulation is installed on the I underside of floor framing and ; extends from the bottom to the top of all perimeter floor framing members. 1 S 402.1.1, ;Wall insulation R-value.If this is a: R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least'A of the ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.6 wall insulation on the wall El Mass El ss Ma [IN3]1 ;exterior,the exterior insulation ; ;❑Not Observable Steel requirement applies(FR10). ;❑ El Steel ;❑Not Applicable ; ; 303.2 ;Wall insulation is installed per i '�,❑Complies 1 Requirement will be met. [IN4]1 :manufacturers instructions. PDoes Not ❑Not Observable }❑Not Applicable Additionell Comments/Assumptions: 111 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1255 Sound Drive Residence Report date: 10/16/20 Data filename: Page 6 of 9 Section Plans•Verified Field Verified # Final Inspection Provisioros Complies? Comments/Assumptions &116q.11) Value Value 402.1.1, :Ceiling insulation R-value. R- R- E] 402.2.1, ;See the Envelope Assemblies 402.2.1, ❑ Wood ;E] Wood ;❑Does Not table for values. 402.2.2, 402.2.6 ;E] Steel ;E] Steel ;❑Not Observable ; [FI1]1 : : ❑Not Applicable : 303.1.1.1,;Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 :Blown insulation marked every : :300 ft2. I Not Observable NNot Applicable 402.2.3 GVented attics with air permeable " ❑Complies :Exception: Requirement is [FI22]2 insulation include baffle adjacent ❑Does Not :not applicable. to soffit and eave vents that i extends over insulation. ❑Not Observable IE]Not Applicable 402.2.4 ;Attic access hatch and door ; R- ; R- ;❑Complies ;Requirement will be met. [FI3]1 :insulation>_R-value of the : :❑Does Not :adjacent assembly. 1 ;❑Not Observable ; ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ; ACH 50= ;❑Complies ;Requirement will be met. [FI17]1 ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Nat Observable ; 1❑Not Applicable 403.3.4 :,Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [1`I4]1 ;cfm/100 ft2 across the system or ft2 ft2 :❑Does Not 1<=3 cfm/100 ft2 without air handler @ 25 Pa.For rough-in ; :❑Not Observable :tests,verification may need to : ; ;❑Not Applicable :occur during Framing Inspection. 1 : 403.3.3 ;Ducts are pressure tested to cfm/100 : cfm/100 ;❑Complies :Requirement will be met. [FI27]1 determine air leakage with ft2 ft2 ;❑Does Not ;either: Rough-in test:Total 1 :leakage measured with a ❑Not Observable :pressure differential of 0.1 inch ; : ;❑Not Applicable ; lw.g.across the system including ;the manufacturer's air handler ' enclosure if installed at time of ;test.Postconstruction test:Total ;leakage measured with a :pressure differential of 0.1 inch w.g.across the entire system :including the manufacturer's air :handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies ;Requirement will be met. [FI24]1 I by manufacturer at<=2%of 1❑Does Not 1 design air flow. ❑Not Observable ❑Not Applicable 403.1.1 • !'Programmable thermostats I ODoes Complies ;Requirement will be met. [F19]2 installed for control of primary I Not heating and cooling systems and ; initially set by manufacturer to ❑Not Observable h code specifications. i IE]Not Applicable 403.1.2 r Heat pump thermostat installed ; E❑Complies ;Exception: Requirement is [FI10]2 C on heat pumps. `` ❑Does Not ;not applicable. I ❑Not Observable ; 10 Not Applicable 403.5.1 'Circulating service hot water �❑Complies 'Exception: Requirement is [F111]2 systems have automatic orI i❑Does Not ;not applicable. saccessible manual controls. ❑Not Observable ti SE]Not Applicable ; 11 High Impact(Tier 1) 12'1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1255 Sound Drive Residence Report date: 10/16/20 Data filename: Page 7 of 9 'Section ,Plans Verified Field Verified • #, ' - Final Inspection Provisions` Complies? Comments/Assumptions &Req.ID. " Value Value 403.6.1 All mechanical ventilation system I ❑Complies ;Requirement will be met. [F[2512' fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy 1 ❑Not Observable and air flow limits. ( ;❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies :Exception: Requirement is (F126]2 through one-or two-pipe heating �•, ❑Does Not ;not applicable. systems have outdoor setback control to lower boiler water ❑Nat Observable ; temperature based on outdoor _ ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies :Exception: Requirement is [FI28]2 have a circulation pump.The ❑Does Not not applicable. system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable ; pipe.Gravity and thermos- ❑Not Applicable . syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the ; occupancy.Controls I automatically turn off the pump ; when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies ;Exception: Requirement is [F129]2 comply with IEEE 515.1 or UL .❑Does Not not applicable. 515.Controls automatically -- ---- adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable ; desired water temperature in the ` piping. ; 403.5.2 Water distribution systems that ❑Complies !Exception: Requirement is [F130]2 have recirculation pumps that - ❑Does Not not applicable. pump water from a heated water supply pipe back to the heated f ^ ❑Not Observable ; water source through a cold I ❑Not Applicable water supply pipe have a demand recirculation water I' system. Pumps have controls I that manage operation of the pump and limit the temperature , of the water entering the cold Y water piping to 1049F. ! ; 403.5.4 %Drain water heat recovery units N ❑Complies ;,Exception: Requirement is [F131]2 tested in accordance with CSA ❑Does Not not applicable. 855.1.Potable water-side } pressure loss of drain water heat ❑Not Observable ; recovery units<3 psi for I i❑Not Applicable individual units connected to one , or two showers.Potable water- I side pressure loss of drain water I I heat recovery units<2 psi for ; individual units connected to ; three or more showers. 404.1 :75%of lamps in permanent }_ ❑Complies !Requirement will be met. [F16]1 !fixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps. ' Does not apply to low-voltage ; ❑Not Observable lighting. ❑Not Applicable ; 404.1.1Fuel gas lighting systems have „ IE]Complies ;Requirement will be met. [FI23P r no continuous pilot light. ❑Does Not ❑Not Observable ; ❑Not Applicable 1 I High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: 1255 Sound Drive Residence Report date: 10/16/20 Data filename: Page 8 of 9 r Section Plans Verified Field Verified #, Final Inspecti6n Provisions Complies? Cornrnents/Assurnptions & Req ID Value Value .401.3 `t,Compliance certificate posted. �❑Complies ;Requirement will be met. [FI7]2 } E �❑Does Not $❑Not Observable 11INot Applicable 303.3 Manufacturer manuals for ; ,❑Complies !Requirement will be met. [FI18]3 �mechanical and water heating 1 ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable AdditionaB Cam ments/Assum ptions: 1 High Impact(Tier 1) "2„ Medium Impact(Tier 2) 13 ILow Impact(Tier 3) Project Title: 1255 Sound Drive Residence Report date: 10/16/20 Data filename: Page 9 of 9 015 IECC Energy Efficiency Certificate Insulation . Abode-Grade WaR 18.00 Below-Grade Wall 0.00 Floor 31.00 Ceiling/Roof 39.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.25 CoolingHeating& Heating System: Cooling System: - -----Water Heater: Name: Date: Comments j SEE I / 51.00 50' MIN. FOR CONSTRUCTION M1 i ••d r, r-- ENTRANGE DETAIL BUT SUFFIGIENT TO KEEP w R��,..,- r A •i _� 1, e � (� GENERAL NOTES: SEDIMENT ON SITE ;` i1 !Z y 1. All work shall conform to national, state and local codes. -- HAY BAIL AND/OR . ,R,`MENIT AT 2. All unnoted or non-visible easements 0 _--46 -- T SILT FENDING E are the responsibility of the owner/ T'. �} REQUIRED contractor. Blower door 3. It is the contractors responsibility to familiarize himself with all aspects of 2. ROIUC'i ° i=LU1,,t1,2I G- and ductwork, these documents prior to beginning any . _ testing regnired. work. - 4. These drawings are the property of f- C' CCi,4 LE_�.F ' `'C C. G. CJS"f (� / zLL MEET Victor Cuneo Architect PC.Victor Cunco ( ,/J/ 0.o AY 1 . R''' .1'=IJ. itis"="ITSTC] THE CODES�F N1-V�r' Architect PC retains all common law I/ Q ;: GL W I ` ` 11-I r r r, statutory and other reserved rights, zo' �r �r Q f lv i< STAT_, NOT RESPONSIFLE FOR w 4 } I dC j �� 1� t11 d DESK�N OR COtdSTfiUCTiON ERf AOR,& including the Copyright therein. Victor / SANDY (1 u� Cuneo Architect PC bears no TOPSOIL > - O responsibility for their unauthorized use. — z. i — �� 11u,�t provide Manuals --- / STOCKPILE O I LOAM O . 0. P p tY ,' Q Q . J)t J and S<a per 5. Victor Cuneo-Architect PC shall not AREA — -------- ty - QD I ------------- -- ------ / 700 S.F. +/- Ocontrol nor charge of shall not NyS �� a.o O Q' I �, tpi �� Friery Coderesponsible for onstructdion means, be (� 1– / 1L N 1 -,, ,� r, r r I -- SAND/ ��G titin' O GENERAL NOTES ENERGY NOTES: GENERAL NOTES: I.) THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ARCHITECT, OWNER AND THEIR AGENTS AND I.) ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 IEGG. EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES , LOSES AND EXPENSES, INCLUDING ATTORNEYS FEES 2.) A PERMANENT GERTIFIGATE SHALL BE COMPLETED BY THE BUILDER ON THE WALL IN THE SPACE WHERE THE 1. All work shall conform to national, ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK PROVIDED THAT AND SUCH CLAIM, FURNACE IS LOCATED. GERTIFIGATE SHALL COMPLY WITH IRC NI101.4. state,and local codes. 2. All unnoted or non-visible easements DAMAGE, LOSS OR EXPENSE (A) 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO 5.) ATTIC OR DRAWL SPACE ACCESS SHALL BE WEATHER-STRIPPED AND INSULATED TO A LEVI_L EQUIVALENT TO are the responsibility of the owner/ INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY(OTHER THAN THE WORK ITSELF INCLUDING THE LOSS OR USE THE INSULATION ON THE SURROUNDING SURFACES. contractor. RESULTING THERE FROM) (B) IS GAUSED IN WHOLE OR PART BY ANY NEGLIGENT ACT OF OMISSION OF THE 4.) INSTALLATION- THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE 3. It is the contractors responsibility to familiarize himself with all aspects of CONTRACTOR, ANY 5UBGONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM, OR WITH THE CRITERIA LISTED IN TABLE 402.411 WHERE REOUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY these documents prior to beginning any ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE REGARDLESS OF WHETHER OR NOT 15 CAUSED IN PART SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. work. 5.) TESTING - BUILDING OR DWELLING AND IT SHALL BE TESTED AND VERIFIED HAVING LESS THAN OR EOUAL TO 4. These drawings are the property of BY A PARTY INDEMNIFIED HEREUNDER. Victor Cuneo Architect PC. Victor Cuneo 2.)IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENTS AND RELATED WRITTEN ACH50 IN GZ 4A, 5, 6A TE571NG SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. Architect PC retains all common law SPECIFICATIONS ON THE 51TE AT ALL TIMES. IT IS ALSO THE CONTRACTORS RESPONSIBLY TO READ ALL NOTES, 6.) DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8 @ 5'' OR GREATER IN statutory and other reserved rights, including the Copyright therein. Victor SPECIFICATIONS AND BE FAMILIARIZED WITH THE PLANS PRIOR TO BEGINNING ANY WORK. DIAMETER AND R-6 @ DUCTS LESS THAN 5'' IN DIAMETER. Cuneo Architect PC bears no 5.) NO WORK SHALL START UNTIL APPROVED PLANS ARE OBTAINED FROM THE BUILDING DEPARTMENT. 7.) DUCT SEALING - DUG75, AIR HANDLERS AND FILLER BOXES SHALL BE SEALED. responsibility for their unauthorized use. 5.Victor Cuneo Architect PC shall not ALL CONSTRUCTIONS SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 8.) DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN AFFROVED THIRD control nor charge of and shall not be 4.) ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF THE EXISTING SITE SHALL BE FIELD PARTY- responsible for construction means, VERIFIED BY THE GENERAL CONTRACTOR. q.) BUILDING CAVITIES SHALL BE NOT BE USED A5 DUCTS OR PLENUMS. methods,techniques,sequences,or procedures,or safety precautions and 5.) ALL WORK SHALL CONFORM TO NATIONAL, STATE AND LOCAL CODES AND ALL AUTHORITIES HAVING 10.) MEGH. SYSTEM PIPING INSULATION CARRYING FLUIDS > 150 ° F OR < 55° F SHALL BE INSULATED KTH R-5 programs in connection with the work, for JURISDICTION. MINIMUM.. the acts or omissions of the contractor, subcontractors or any persons performing 6.) ALL NOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER / BUILDER. I1.) MEGH. VENTILATION - SHALL MEET THE REOUIREMENTS OF THE IRG / IMG. any of the work,or the failure of any of 7.) ANY OMISSIONS OP: DISCREPANCIES OF THE PLANS AND / OR JOB CONDITIONS SHALL BE CLARIFIED WITH THE 12.) EQUIPMENT SIZING - PER ALGA MANUAL 5 BASED ON LOADS CALCULATED PER ALGA MANUAL J AS PROVIDED them to carry out the work in accordance with the contract documents. ARCHITECT BEFORE BEGINNING WITH THE WORK. BY A THIRD PARTY HERS RATER- a.) NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE UNLESS APPROVED BY THE 15.) LIGHTING - A MINIMUM OF 75 % OF PERMANENTLY INSTALLED FIXTURES MUST BE HAVE HIGH EFFIGIENCY LAMPS. ARCHITECT. 14.) ALL HVAC , PLUMBING $ ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY EFf ICIENCY, IMG, IECC. q.) CONTRACTOR SHALL VERIFY DIMENSIONS OF THE FOUNDATION WITH THE FLOOR PLANS BEFORE STARING IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN, CALCULATIONS, FRAMING. DRAWINGS, WRITTEN STATEMENTS OF THE MECHANICAL AIR CONDITIONING, VENTILATION, HEATING SYSTEMS ( NEW, 10.) DRYWELLS TO BE INSTALLED AS REQUIRED BY THE STATE AND LOCAL CODES. EXISTING, OR UPGRADED ) STAMPED BY A PROFESSIONAL ENGINEER OR ARCHITECT IF REQUIRED BY THE OWNER I 11.) DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE. OR BUILDING OFFICIAL. 12J BUILDERS ARE RESPONSIBLE FOR ALL INSPECTIONS , APPROVALS, CERTIFICATES, CERTIFICATE OF 15J ADDITIONS , ALTERATIONS, OR RENOVATIONS SHALL COMPLY WITH IEGG 2015. UNALTERED PORTIONS OF THE OCCUPANCY FOR COMPLETION AND U.L APPROVALS. EXISTING BUILDING ARE NOT REQUIRED TO COMPLY WITH THIS CODE. 15.) THE CONTRACTOR SHALL OBTAIN .ALL INSPECTIONS NECESSARY FOR S CERTIFICATE OF OCCUPANCY. 16.) MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING 14.) THIS SET OF PLANS 15 THE PROPERTY OF VICTOR CUNEO ARCHITECT P.G.. SYSTEM IN ACCORDANCE WITH SECTION NII05 CONTROL SYSTEMS. 15.) THE CONTRACTOR SHALL KEEP THE PREMISES REASONABLY GLEAN AT ALL TIMES. AT THE COMPLETION OF 17.) ALL EXTERIOR WALL / FLOOR / CEILING JOIST SHALL BE AIR SEALED AND INSULATED IN ACCORDANGE WITH A WORK , THE CONTRACTOR SHALL REMOVE ALL RUBBISH, WASTE MATERIALS, TOOLS, EGT., GLEAN GLASS AND TABLE 8402.4.1.1 APPLY A FRESH BEAD OF GAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO - -- - -- O LEAVE WORK FLOOR GLEAN. INSTALLING GYPSUM WALL BOARD. 16.) THE CONTRACTOR SHALL CARRY WORKMANS COMPENSATION AND GENERAL LIABILITY INSURANCE. ALL SHALL I COMPLY WITH STATE .AND LOCALS CODES AND ORDINANCES. GARPENTRY: I7.) THE CONTRACTOR SHALL FULLY GUARANTEE HIS WORK AND THE WORK OF SUBCONTRACTORS FOR A PERIOD 1.) ALL LUMBER SHALL BE DOUG FIR LARCH #2 OR BETTER UNLESS OTHERWISE NOTED. Z OF AT LEAST ONE YEAR AFTER COMPLETION OF THE PROJECT. 2.) ALL LUMBER OVER GRAWL SPACES SHALL BE A MIN. OF 18" ABOVE THE SCRATCH GOAT. Cn 18.) ALL MATERIALS , ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING BUT NOT LIMITED TO FORM WORK. 5) Min 6" DISTANCE FROM FINISHED GRADE TO TOP OF FOUNDATION WALL BLOCK WORK, FRAMING, NAILING, PLACING OF CONCRETE, EGT., ARE TO BE CAREFULLY SUPERVISED BY THE 4.) FOUND. SILLS SHALL BE AGQ WITH COPPER COATED TERMITE SHIELD AND SILL SEAL. ALL W00D IN CONTACT _ - - - -- CONTRACTOR TO 8E SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPEGIFIGATIONS. APPLICABLE CODES WITH MASONRY / CONCRETE SHALL BE AGO. I AND GOOD PRACTIGE. DEVIATIONS FROM THE DRAWINGS AND SPEGIFICATIONS WILL NOT BE PERMITTED WITHOUT 5J DOUBLE FLR JG JOIST UNDER NON LOAD BEARING, PARALLEL PARTITION WALLS. SEE PLANS LOAD BEARING WALL WRITTEN AUTHORIZATION OF THE ARCHITECT. w I WALL SUPPORTS. Iq.) THE GONTRACTOR. SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NEEDED, UNLESS OTHEP;NISE SPECIFIED. A -- 6.) ALL BEAMS, GIRDERS ETC. TO HAVE MIN 5' BEARING. O ALL DIMENSIONS AND GONDITIONS PERTAINING ARE TO BE FIELD VERIFIED. z 20.) CONTRACTOR REMOVE AND RELOCATE AS REOUIRED ALL EXISTING WORK WHICH INTERFERES WITH THE NEW Minimum g Uniformly Distributed Design Loads � _ CONSTRUCTION IN A WORKMAN LIKE MANNER. ( Based on Table R301.5,) 21.) ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATION, UNLESS NOTED OTHERWISE. License / Seal _ 1.1,4"C � 1 la1�S't'.��(�tld SITE WORK: IJninhabitable attics w/o storage 101'SI: Uninhabitable attics with limited storage 20 PSF 1.) FOUNDATION STAKEOUT IS TO BE PERFORMED BY A LIGENSED SURVEYOR. ALL ZONING SETBACKS SHALL BE lfabitable attics and attics served with fired stairs 30 PSF - -1.__- ... - - VERIFIED AND ADHERED TO. Balconies(exterior)and decks 40 PSF 2.) VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY , RECEIVE CLARIFICATION FROM THE l ire Escapes - w-- 401'SCa Guards and I landrails 200 13SF ARCHITECT PRIOR TO PROCEEDING. Guard in-fill components 50 PSF Passcn rc r vchic lu garage 50 PSF 5.) EXCAVATE AND BACK FILL FOR WORK INDICATED ON THE DRAWINGS. 570GK PILE TOPSOIL OBTAINED FROM ., .__ __ �---� STRIPPING THE BUILDING SITE. STOCK PILE ALL EXCAVATED MATERIAL. Rooms c3thcr than sleeping rooms40SleePing Rooms 30 PSI: 4.) NEW AND EXISTING BAGKFILL MATERIAL SHALL BE FREE OF WEEDS, TREE ROOTS, ROGK5, AND DEBRIS. ALL Stairs40 PSI- ...... _. ._._-..... ......__......._... SURPLUS MATERIALS THAT IS UNSUITABLE FOR BACK FILL MATERIAL SHALL BE PROPERLY REMOVED FROM THE Allowable Dt:flecttonofStructural Members SITE TO A LICENSED DISPOSAL AREA.. (Based on Table 8301.7) FOUNDATION / CONCRETE / MASONRY: Structural Member Allowable Dellection j I.) CONTRACTORS TO `VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT APPLIES TO THE NEW WORK BEING ........._.-...._........._.._._ _ ____ __...................._.___..__..._.... __ Ratters slope.;greater than 3112 withi PERFORMED AND SHALL COORDINATE THE SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THE THE finished clg, not attached to rafters L/ 190 CONDITIONS OF THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. llttcriorwalIsand partitions 11/ 180 VICTOR CUNEO 2.) ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL. Floors L/36() ARCHITECT P.C. 5. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON PER 50. FOOT. Ceilings with brittle;finishes( including stucco And IpLa r} I.J360 4.) FOOTINGS TO REST A MIN. OF 5'-O" BELOW GRADE, UNLESS OTHERWISE NOTED. Ceilings with flexible finishes(including Gyp. Board) 11240 5.) WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. All Other structural members 11240 154 LAUREL ROAD Exterior walls-wind loads with plaster or Stucco 11/360 EAST NORTHPORT,NY 11731 6.) NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL IST TIER OF FRAMING 15 IN PLAGE Ext, walls- wind loads other brittle finish 11/240 (631) 261-2744 7.) FOOTINGS TO BE POURED CONCRETE OF SIZES SHOWN ON THE DRAWINGS. Ext. walls- Nvind loads with flexible finishes 11' 120 I..intels supjLort_im',mtlson °veneer walls 1../600 8.) ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETG.. TO BE FILLED SOLID WITH CONCRETE. Name and Address q.) ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH FOUNDATION PLAN AND DETAILS. Project 10.) ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 5,000 P51. 1255 SOUND DRIVE 11.) EXTERIOR SLABS, GARAGE SLABS, AND STEPS SHALL BE 5,500 PSI. 12.) CONCRETE SHALL BE AIR ENTRAINED TO 5% TO 7°0. 15.) CONCRETE SLABS TO REST ON MIN. 6" FINE GRAVEL OR SAND WITH 6 MIL. POLYETHYLENE VAPOR BARRIER LOT S ROC _ __-___� _ ESTATES UNDER OCCUPIED SPACE. CLIMATIC AND GEOGRAP111C DESIGN CRITFItIA GREENPORT , NY 14.) FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. Ve'1'a`t)SPEED SC1C3J1:;CT"I'U C�Af�9AC;C t lt()l1 M inter Ice Barrier Flood Air i' Wan 15.) NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMP. OF 40° F AND FALLING, UNLESS t,rc'trncl Seismic C)esi��ii t. ncicrlayment hazard Freezing ( 'Ien�p. HOLD _____�__-. __T�___ .___.___._._._____..._._..._...____-_-__.__ _ _-____-______.._._.__.._____.____-_.___..___...... , j 3 T F UT :ince+ Topographic Special Wind Borne Design � t rust -I emp. Re(tuirement � Index Speed j APPROVED BY THE ARCHITECT. NO CONGRETE SHALL BE PLACED ON FROZEN SURFACES. Lead MPH Effects Wind Debris zone Category Weathering, i Cine Termite 16.) APPLY (1) GOAT OF TAR BASED VNATERPROOFING TO EXTERIOR OF FOUNDATION WALL FROM FOOTING TO 2'' Region I)c3tlt _ -- _ __ ...__ _-i_. _..._ --- Afoderatc !- Date: Scale ABOVE FINISHED GRADE. 20 PSI' 130 NIP1I 'YES NO YIDS I3 Severe I 3'-0" to 15 Yes(Req'cl) NO 1500< 45 06/21 / 19 1/4"= 1'-0" 17.)NO ADDITIVE SHALL BE PLAGED IN GON(fRETE UNLESS SPEGIFIED BY THE ARCHITECT. I MILE, Ileavy I Sheet No. 18.) PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND WHERE EVER APPLICABLE. CODF;S: Iq.) UNLESS OTHERWISC= NOTED ON THE PLANS ALL FOUNDATION FOOTINGS ARE TO BE A MINIMUM 10" DEEP I• Slructta'e shall be designed and built according to the 2015 International Residential Cade with the Nice York State'_'01 7 1 inif'orm Code Supplement ?. ICC 600-2014 PROJECTING 6" ON EACH SIDE OF THE FOUND. WALL. PROVIDE (2) #4 DEFORMED BARS CONTINUOUS IN THE 3. Drawings shall comply with 2015 International Residential Code with the New York State 2017 tlniforrn Code Supplement. 4. Drawings shall comply with 2015 International Energy Conservation Code with the Nev-York State 2016 Supplement to the NYS I'ner­y Conservation Construction Code. FOOTING. ALL 4'' THICK AND GREATER CONCRETE SLAB5 TO HAVE 6 X 6 i°o WE1-DED WIRE MESH. 5. The National Electrical Code. A1601 20.) BRICK VENEER TO BE ANCHORED WITH (1) WALL TIE PER (5) 50. FT. 6. All local codes and Zoning ordinances. 7. To the best of my knowledge,belief and professional jWpilent,these plans and specifications are in compliance:with the 2015 ll ('C'2"'r printing as adopted by NYS and the 201 fi NYS Energy 21.) FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES AT MAX. 4'-0" O.G. TO DIRECT ANY CONDENSATION Code Supplement. S. foundation design based upon presumptive load bearing values of sandy gravel and/or gravel at 2000 His. per sgwre IM.Contractor to consult engineer ii'different Soil materials are found TO THE EXTERIOR. upon excavation or test hole,for alternative footing and e foundation design. 9. 112 SHEATHING GENERAL NOTES: OVER 2"x4' STUDS P lb" C A 1. All work shall conform to national, Simpson L57A56 Strop state,and local codes. 1/2" EXP. JOINT A5.01 ------- ------ Nrapplod around 2 x & 2. All unnoted or non-visible easements 2 ACO sill lolate are the responsibility of the owner (5 contractor. 12 Dip. concrete piers 3. It is the contractors responsibility to 4" GONG. SLAB K7H to 56�1 grade familiarize himself with all aspects of & X 6 2.1� X 2.q 5/8" a) ANCHOR BOLT ON & M1IL VAPOR E3A,,z,'FlE-:R __2 _x 6, Ar,, 10 (3 (5) 2 (b ACO these documents prior to beginning any (5) _2 x 0- -0 10 (3 1' MIN. EMBEDMENT work. \10 - i x 1 0 X �n 4. These drawings are the property of Al �5"x3"xl/4" SLOTTED Z I Victor Cuneo Architect PC. Victor Cuneo 37 < PLATE NASHER Architect PC retains all common law < t> statutory and other reserved rights, > co 1. GRADE----- including the Copyright therein. Victor 1> //X,,/ Cuneo Architect PC bears no responsibility for their unauthorized use. > 5. Victor Cuneo Architect PC shall not x X X\ 0VMrVWVWVE-JE-=_lW W-1111illf-11110 is control nor charge of and shall not be Line /x ,X construction means, gypcTi_ of 5/a" type x responsible for consft 6r rno > >� methods,techniques, sequences,or X /x x, K</ ,X/ ------------------------- ----------- --------- programs in connection with the work, for procedures,or safety precautions and E3 \\ \ , \\ , /\X\ Furnace x X IL SEE FOUNDATION PLAN FOR FOUNDATION the acts or omissions of the contractor, subcontractors or any persons performing AND FOOTIN051-7 - L�)ATI any of the work,or the failure of any of X S) them to carry out the work-in accordance (3)lu r- with the contract documents. -J > I X L I D (5) 1.751� x Il /a"IL\/Ls 5 (5) 1.-75" X 11 7/a" _\lLs 5M 5 (5) .751 pD X II L V L i4 0 Deam < J GARAGE FOUNDATION DETAIL Typical Each rol. LLI 4 5 1/2" did. stool col. T on 5'-0'' x 5'-0" x 12 Z oily 6 1 - V_ J footing v�th (4) #5 re bar < each v�oy J LL 0 Z 13 < SLAB ON GRADE 7- 43 o x S) IS) ILI LLI 4" C�ONr�. SLAS 1,�ITH A -1 [L 0 Mv — U) 0 1 i & X & 2.51 X 2.q NAM 6 ON 5" coMFA�,7EL-� POROUS FILL AND & MIL VAPOR 5AR�,',IER is 14- C, (A LU Z (5) 2 x 12 -oil 6" r�onc_ slob N1 & x & 2.,� �NNM > 4" Dia. drain to 12'-1 compacted porous fill and over 6'' 6 mil vapor borrior. Interior partition LL Z j 3b68 5M 5 1 (5) 115" XII -7/a" LVILE, 5) 1.75" x H 7/a" L\/Ls 5M! 5 boorn' E -f�:Ioskct 0 J License / Seal J 16 R @ 7.52 Ea. 40 (3) (2) # 5 r. t.. ly (5) 2 x 12 -A all q 12 x - Concrete Found. on 1 ly I'-a" x 12" footing v41 (2) CA #5 Re bar ooch way Offset to align FOUNDATION DET . I walls above 4 NTS SLAB ON GRADE 4 CNC,. SLAB WITH C X & 2.1� X 2.1:� NW Line of Floor- above ON 5'' rO�-1FAr_,7=) FOROU$ FILL AND 6 MIL VAPOR EAR;ZIER 4" rorr-r-cto slob O or compacted porous VICTOR CUNEO Fill Slopo to overhead doors Val' or ARCHITECT P.C. r- 12 154 LAUREL ROAD EAST NORTHPORT,NY 11731 C-12" footing For stairs (631) 261-2744 J Project Name and Address -4 1255 SOUND DRIVE LOT 5 ROCKCOVE ESTATES GREENPORT , NY TOWN OF SOUTHOLD Date: Scale : 06/21 / 19 1/411 11-011 Sheet No. C,ELLAF, 25-1a 5F (5ARA(5E 651:� 5F BASEMENT / FOUND . PLAN NOTE: r.,)OUE3LE F.,j. AT 16'' O.r-. L)Nl��ER KITCHEN AND BATHROOMS /4" A f;z ER Ol ru6- L �x X/ N NIT 15irrPscn Hanger" for 11 -71a" 7✓;r,��th 12k "Simpson Hanger" For 11.5" Depth Solid Sawn 001 HUSI.81/10 For 5inglo. face mount L U5210 For For-c mount HL)5412 For Double for-r- mount U5210-2 For Double for_o mount HHL)55.50/10 For triple faro rn-7)unt u5210-5 For Triple For-o mount HHU57.25/10 For OuooI fore mount w NDow FROTECT i ON GENERAL NOTES: 8301.2.2. PROTEGTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. 1. All work shall conform to national, GLAZED OPENING PROTECTION FOR WINOBORNE DEBRIS SHALL MEET THE state,and local codes. �I v�; REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E Igg6 AND ASTM E 1886 AS 2. All unnoted or non-visible easements -------- - - - -- - ---- - - MODIFIED IN SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN IMPAGT-RESISTING are the responsibilityo the owner STANDARD OR ANSI/DASMA 115. (SEE TABLE BELOW) contractor. 3. It is the contractors responsibility to A G EXGEPTION: familiarize himself with all aspects of A5.01 WOOD STRUCTURAL PANELS WITH A THIGKNE55 OF NOT LE-55 THAN TI& INCH AND A these documents prior to beginning any A5.01 SPAN OF NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE work. OPENING GONTAINING THE PRODUCTB WITH THE GLAZED OPENING. PANELS SHALL BE 4. These drawings are the property of j - PREDRILLED AS REOUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SEGURED Victor Cuneo Architect PC. Victor Cuneo - _ -- WITH THE ATTAGHMENT HARDWARE PROVIDED. ATTAGHMENTS SHALL BE DESIGNED T Architect PC retains all common law RESIST THE GOMPONET AND CLADDING LOADS DETERMINED IN AGGORDANGE WITH statutory and other reserved rights, I _ EITHER TABLE R501.2(2) OR ASCE 7, WITH THE PERMANENT GORR0510N-RESISTANT including the Copyright therein.Victor l ATTAGHMENT HARDWARE PROVIDED AND ANGHORS PERMANENTLY IN57ALLED ON TF- Cuneo Architect PC bears no Simspon Hip p p 3 14 p p BUILDING. ATTAGHMENT IN AGGORDANGE WITH TABLE 8501.2.1.2 15 �ERM!TTED FOR u Sims on Hi 1 Si s on Hi Simspon Hip responsibility for their unauthorized use. BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LESS WHERE THE ULTIMATE rid e connector I � ridge connector rid e connector ridge connector 5.Victor Cuneo Architect PC shall not g ( 12a j 12b 5 j� - DESIGN WIND SPEED, 15 180 MPH OR LESS. control nor charge of and shall not be Sims on HDUS �j� PROTECTION FASTENING responsible for construction means, Sims on HDU5 - - - - - _ p T �1= I .Q.I . : wINDBORN� DEBRIS Hold down (2) 2 X 12 ( ) 1.75" X iI 7/8" LVL (2) 1."75" X II 7/8" LVL (2) I."75 X ll 7/8 ' L\/L Hold down methods,techniques,sequences,or (2) 2 x� 1 SCHEDULE FOR WOOD STRUCTURAL PANELS - -- - -- I procedures, or safety precautions and 18 FASTENER SPACING - programs in connection with the work, for -� IO ; FASTENER TYPE 4 FOOT 6 F OOT the acts or omissions of the contractor, 2 --------- - -- 011 X - q 5 1I 5 5 -8 25 -- - - -- --- --- - N PANEL SPAN < PANEL SPAN < PANEL SPA subcontractors or any persons performing N 1 I <_4 FOOT <_ 6 FOOT <_ 8 FOOT any of the work,or the failure of any of ° I NO. 8 WOOD SCREW them to carry out the work in accordance 3 BEDROOM 2 BATHROO I with the contract documents. -- I BASED ANCHOR W 7H 2 16 10 8 d = 1 2 x l0 r.r. I 2 x l0 r.r. _ - Fro Fab UL Listed INCH EMBEDMENT LENGTH �xo6cc.t. 5 I 6xocc.t. G s fire lace - --- - -- - - - - O 5 Sce through FAMILY ROOM J I p NO. 10 WOOD SCREW ---- ---- 6) - B BASED ANCHOR WITH 2 16 12 q I- ?/ - - - - __--i _ i � - INCH EMBLDMCeNT L£=NC�TH I � X ' I GREAT ROOM --- -- -- ----- -------- ---- - -- --- ---- -- ---------------------- -...----- --------- -- - - A5.01 ,, CATHEDRAL GEILING -- - - ��� %4 INCH LAG SCREW 16 BASED ANCHOR W 1 TH 2 16 16 INCH EMBEDMENT LENGTH N - N ro Sar with pass ��y1 2 x 10 r.r. X a. THIS TABLE IS BASED ON IaO MPH ULTIMATE _ - 1 (2) 2 x 12 1 tl�r ugh �� 6x g cj. DESIGN WIND SPEED AND A 55 FOOT MEAN ROOF 6'_8 „ (2) 2 X 12 � HEIC-I-fT. 2 O 1 2I -2 j b. FA57ENERS SHALL_ BE INSTALLED AT OPPOSING � IL Closet j ENDS OF THE WOOD STRUCTURAL PANEL. I _ A -_ Line of wall above (2) 2 x 12 FASTENERS SMALL BC LOCATED NOT LESS THAN - -- I - (2) 2 x I2 - - _- _ - -- --- -- - FROM THE C E F H PAN INCH F T- -DG - O THE EL. - B 2 (5) 1.75" X 14t �VLs w/ (2) 5/8" STL. PLATE _ O m 1 �_-------------------------, G. ANCHORS SHALL PENETRATE THROUGH THE z O IEO u�1� 2680 O EXTERIOR WALL COVERING WITH AN EMBEDMENT --------- - X >I; N mow` 0� T S) � X 0 LENGTH OF NOT LESS THAN 2 INCHES INTO THE N 2 x 8 car 1 0', FLAT GLC. ��\ OlU `6\� 2 x 10 r.r. BUILDING FRAME. FASTENERS SHALL BE LOCATED I L N 16 NOT LESS THAN 2 i� INGHI S FROM THE ED��-E OF THE -_ BEDROOM 5 16 o.c. z0 CONCRETE BLOCK OR CONCRETE. 6 BEDROOM 5 o ! LL 0 --- d. PANELS ATTACHED TO MASONRY OR j - -- KITG{HEN �11 -iN N o j I, MASONRY/STUCCO SHALL BE ATTACHED USING LL x ! VIBRATION-RESISTANT ANCHORS HAVING AN 5 5-" �`�J = ULTIMATE WITH:+ IRAWAL GAPAGITY OF NOT LESS _ _ - �' _r ---------____-_ -. ------_____J x �� b �5THAN 1,500 POUNDS. II' O - � H - - I I Pantry 1 - _ Goat - - _ -- - sI �J�_ ANDERSEN 200 SERIES LOW E4 GLAZING d -.�� z ; O Closet - - 2 N - Butler's Pantry (2) 2 >C 12 or built in china ' I (2) 2 X 1 � ���-- _ -- - N ! R.®.W _ MODEL _ G _ R h - - O ROH MANUF U SHG ROMA KS O - NUMBER Flus I --- -- - --- �8 j 5'-0" 6'-O" ANDERSEN 244DH5060 .50 .52 EGRESS License / Seal �0� 2 5'-0" 6'-0" 244DH5060 ANDERSEN; .50 .52 EGRESS - - o R -- 0 s_ 1 . 1 a = 5 5'-0" 6'-O" 244DH5o60 ANDERSEN 50 .5 KESS Simspon Hip Closet - _16) _ 2 EG - 2) 12 r N �� - CLOSET - CLOSET rid e connecto `i� -- - - _1 IN I _ _-_- - 50 .�2 EGRESS g 0 ne of floor bogie r O 5 4 3 O 6 O - 244DH5060 ANDERSON -- Li _ p 244DH5060 ANDERSEN 50 .52 EGRESS Sims on HDU5 - - - � ,- Hold down N ! i ! DINING AREA o N bTE: I/2" PLYWOOD ON INTERIOR 6 5'-O" 6'-0" 244DH5060 ANDERSEN .50 .52 EGRESS I ---------------SIDE-Z?1--CTAfiRAGE DOOR WALL j � q ,) 7.7 O 7 5'-O" 5'-6' 244DH5056 ANDERSEN Simspon HDU5 j I --- ----- - _ - -50 .52- EGRESS -- Hold down j I -' ? 3 � j O 8 5'-O" 5'-6" 244DH5056 - - ANDERSEN .50 .52 EGRESS i u� o o C Open railing --_-_ X 22 q 51-01, 5'_6" 244DH5o56 ANDERSEN .50 .52 EGRESS = s N 9tti rldJ I 2 x 10 r.r. x 1 m 2680 - -- --- iy L MOTE: 2 x 4 LVL studs for N ! 2 x 8 c�. 10 6'-I/2" 5'-6" (2) 244DH5056 ANDERSEN .50 .52 EC�RE55 2 x 10 cJ. O N ARAGE ;Sl� - falls in foyer area N --- ----- --- -- - - y x ----- e?'_ ----- - I I I �" II 2'-8" -6" 244DH2846 ANDERSEN .50 .52 W N 16" o.c. i o ENTRY FOYER STUDY 2q 2q - i x x - ^\`� 0 I' ® N 120 8 - 3/4 8 -O -- P58180L ---- ANDERSEN X N N - �� �0� -F- 51-0 6'-I I 14 = 12b 8'- 5/4" 8'-O" P58180R ANDERSEN .2q .21 N j I �� j 3080 / 2680 - --- - -- -- ------- --- sidaO - 15 4'-0" 4'-0" 244FX4040 ANDERSEN .28 .50 N Simspon Hip j m - ----- -- --- -------- Simspon HDlJS ride connector I Flush (2) 2 x 12 1 (2) 2 x I -- - -- -- 4 4-O 4 -O 244FX4040 ANDERSEN 28 .50 _ _- VICTOR C V INFO n -------------------L--------------- O -- - -- --- - I - 15 5'-O" 6 O 244DH5060 .50 �t !O 2 x 12 --' Flush (2) 2 x 12 O %Q 0 -- - - - ANDERSEN 52 EGRESS _ ------------ �L¢�� �+ 16 8'- 5/4" 8'-0" P58180L ANDERSEN .2`� 2q ARCHITECT P.C. - , N I Hold down c ------------------- ------ -----; ridge NSims on Hi NU I (2) 2 X 12 - ----- - Sims on HDUa 1 N p p -- - --- _IN \� X 25 1-7 5'-0" - -- 61-011 --- 244DH5060 .50 .52 EGRESS i ridge connector 0 Line of wall above m g j SHEARWALL b N --- - - ANDERSEN - -- Simspon Hip ty 18 6'-1/2" 6'-O" (2) 244DH3o6o ANDERSEN .50 .52 EGRESS 154 LAUREL ROAD (L i ridge connector Iq 6'-1/2" 6'-O" (2) 244DH506 o ANDERSEN .50 .52 EGRESS EAST NORTHPORT,NY 11731 (2) 2 .x 12 \ Q ! Simsp n HD 5 - - p x 20 5'-0" 6'-O" 2��4DH506o ANDERSEN .50 .52 EGRESS (631) 261-2744 Sims on HDU5 1 Hold wn - - - - Hold down ---- - --- -- - --- Jv 0 21 5'-0" 6'-O" 244DH5060 .50 .52 EGRESS _ Simspon HipZ_Sirreponp ANDERSEN>s N g - Project Name and Address I Hi X � v �0 I ridge ccnnec:ar ridge connector 22 5'-0" 6'-0" 244DH5060 ANDERSEN .50 .52 EGRESS N 1 i � 1I _-- I �� 'i I_ II - 2 24 ANDERSEN---- .50 .52 EGRESS 1� �� 25 5 -O 6 -O' 244DH5060 ANDERSEN Simspon HDU5 i - 5't0" 5'-O" 21-5 2 _ 6 -6 24 6 I/2 6 O O _ -_ ANDORSE� 50 -_52 EGR55 - 1255 SOUND DRIVE Hold down ! 2'-q'' 7'-6" 5 _5 1 25 6'-O" 5'-O" 244F,<6050 ANDERSON .28 .50 = Simspon HF-)U5 -2-X� Sims 2 26 5'-0" 4'-O" 244FX5040 ANDERSEN .28 .50 LOT 5 N Simspon HDuS r� pan HDuS 27 ROCKCOVE ESTATES N Sims on Hi - -- 2 2 X 12 - _ _ Hold down ridge connector (2) 2 X 12 - - Sims on HD 'S - c Sims an Hi - 28 6'-I/2" �'-6' (2) 244Dt-�o56 ANDERSEN �50 .52 EGRESS G p p a_ GREENPORT , NY p - SHEARWALL riche connector Hold dawn SHEARWALL 2q 2'-0 5/8" 2'-0 5/8" ; A21 - ANDERSEN 2q 28 400 SERIES TOWN OF SOUTHOLD 4 50 2'-0 5/8" 21- A21 ANDERSEN .2q .28 400 SERIES G 12'-O" - -- 8_0 A5.01 51 2 -0 5/8" 2'-O 5/8' A21 ANDERSEN 2q 28 400 SERIES ---- - ' '� 15 "_0 52 2'-O 5/8" 2'-O 5/8" A21 .2q .28 400 SERIES - -- ---_-- Date: Scale 28'-O' 28 -O ANDERSEN -- - ---------------- ----------- 55 2'-0 5/8" 2'-0 5/8" A21 ANDERSEN .2q .28 400 SERIES 06/21 / 19 1/4"= 1'-0" - - -_ _ -_ _--__ - - - -- ---- 54 2'-0 5/8" 2'-0 5/8" A21 ANDERSEN .2q 28 400 SERIES ----- --- - -- --- -- -- ----- ----- -- Sheet No. 55 5'-0" 5'-O" 244FX5050 ANDERSEN .28 _50 200 SERIES / -1- -- - - --- - - { - --- ----------------- -- A 56 5'-0" 5'-0" 244OV45050 ANDERSEN .28 50 ! 200 SERIES 5.0 57 5'-0' - -0' - - 2440N5050 ANDERSEN .28 �' .50 - -200 SERIES- -- "Sim son Hon e r"' 51-o -- ---- p Honeor" I 7/�� Depth LVL 58 5'-O ' �244GW5050 ANDERSEN .28 .50 200 SERIES ` _---- - "Simpson Hanger" for 11.5" Depth Solid Sawn - ---------- -------- -- ----- --- -- -- ----- - -- -- OAFAOE 6)5cj 5F HU51.81/IO For 5ir,glo fo,,e mount 5q 5 -O 5 -0' 1-44GW3050 ANDERSEN .28 .50 X200 SERIES FIRST F L O OR PLAN 1�I�INC ���� �� LUS210 For face mount - ___ _ -_ __ ------- -- - -� HUS412 For Double ;oro mount - --- -- - 1200 SERIES-- LU5210-2 For Double face mount HHU55.50/10 For trir�le face mount 40 5 -O 5'-0" 244GW5o50 ANDERSEN 28 .50 - -- --1 --- ---. LU5210-5 For Triple face mount HHUS7.25/10 For Ouod face mount GENERAL NOTES: LINE OF ROOF BELOW 1. All work shall conform to national, state,and local codes. 2. All unnoted or non-visible easements / are the responsibility of the owner/ _ _ __ _ - - - - - - - - - - - - - - - - - - - - -- - - - - -- - -- -- -- - -- -- -- — - -- j contractor. WALL BELOW 3. It is the contractors responsibility to familiarize himself with all aspects of I i these documents prior to beginning any I work. I G I 4. These drawings are the property of Victor Cuneo Architect PC.Victor AS.OI Architect PC retains all common law uneo statutory and other reserved rights, I including the Copyright therein.Victor 1 I Cuneo Architect PC bears no / 5responsibility ViictorCuneo A chitect PC unauthorized not I I I j control nor charge of and shall not be i responsible for construction means, B methods,techniques, sequences, or I i ----------------------------------- ---- —- - — - — -- - --— —--——-----�—---- --------� AS.oI Procedures,or safety precautions and j Iprograms in connection with the work, for i I O the acts or omissions of the contractor, K i m subcontractors or any persons performing \ - O LL any of the work,or the failure of any of I I ILI 1 � woem to ntrout the work n acaccordance m ith the cact documents.i I LL Simspon Hip Q I O ridge connector Simspon Hip 3 z --- _._�- Zridge connector I Simpson � ]VH SHDU5 iDU5 CLOSET CLOSET I 7'-011 L- i I 1-7 4 ST / L I NEN JV j >8,, (2) 2x10 ° - O I5KYL I OH L -(2) 2 x ID-- _o IIIL � \ 1 O � o ASTER BATH � Q -- Flat roof Line of tray clg. _i x X = III - 24C e) dJ I z Slope I/4" 13'-22' O 2 x 10 r.r. m 1 I 2x8cj. 16" o.r_ (2) 2x10 O I O 31 ' F X SKYLIGHT 7R © X 33 i N -- - - - 778" a N -- � ` ------ - - I' -- - Simspon Hip � (2) 2 x 10 ridge connector -Ids N = I 11 IF m 30 MASTER BEDROOM -iri - - X O Railing X 1 Oi (2) 2 x 10 C C 34 1 Q - ------- - ---- - n7 ------ of roof — - - — - - --- 1 2q X 1 � - - - -, I ��, �I 1 I O 1 N I,I 5KYLIOHT I SI or, -J 1\\11 (L .1 ILL= 2 - - - - O_ 436 `? NOTE: 2 x 4 L\/L studs for o x X _ walls in foyer area °; 1 License / Seal OPEN TO ,BELOW I 3 I I O I ImpSOn I ,�, H 5 - - - - - -- - -- mmp HDU5 Simspon Hip `� (2) 2 x 12 (2) 2 x 12 Simspon Hi it ridge connector — cv � - j co�ctor I I I 0 25 I 1 Simspon Hip irneSdge nne for I I Edge-6en+�a�t � I I I - - I I 2'-7° VICTOR CUNEO I I ARCHITECT P.C. 154 LAUREL ROAD EAST NORTHPORT, NY 11731 (631)261-2744 Project Name and Address 1255 SOUND DRIVE LOT 5 O 2' 4' 8' LAN ROCKCOVE ESTATES SECOND FLOOR P -- "Simpson Hanger" for �.5" depth Solir� Sawn (LIVINC 646 5F ---- ----- GREENPORT , NY 5GALE: 1/4" = I '-O" LU5210 For fore mount TOWN OF SOUTHOLD LU5210-2 For Double fore mount LUS210-5 For Triple fare mount Date: Scale 06/21 / 19 1/4"= 1'-0" Sheet No. GENERAL NOTES: 1. All work shall conform to national, state,and local codes. 2. All unnoted or non-visible easements are the responsibility of the owner/ contractor. 3. It is the contractors responsibility to ------ ----- familiarize himself with all aspects of these documents prior to beginning any LINE OF NALL E3ELONwork. - - ^- - - - - - - - - - - -- - - - - - - - - - - - -- - - - - - - - -- - - -- - - - - - - - -- - - - - - = — - - - - - - - - -- - -- -- - - - - — — — — — — — 4. These drawings are the property of Victor Cuneo Architect PC. Victor Cuneo Architect PC retains all common law - - - - ---- - - - - - - - - —- - - - statutory and other reserved rights, I SLOPE I including the Copyright therein. Victor Cuneo Architect PC bears no T ir-ol oll New Roofs i " Moisture Stop under ioyment I responsibility for their unauthorized use. 5.Victor Cuneo Architect PC shall not from eaves edge to 2'-0" I control nor charge of and shall not be inside the exterior wol I ' I responsible for construction means, I line of the house /;' i methods,techniques,sequences,or procedures, or safety precautions and programs in connection with the work,for 0 I the acts or omissions of the contractor, subcontractors or any persons performing any of the work,or the failure of any of them to carry out the work in accordance I I I with the contract documents. I 1 I I . -- I. I I z I I � I I ii_ I I SLOPE O I I I O I SLOPE I I A z --�_-_ I I I SLOPE SLOPE _ I I SKYLIGF-fT f � I I FLAT I I FLAT I — -- - — — SLOPE I I Z I sKYLIOHT o I I License / Seal I i o I I I I I I I I I I SLOPE SLOPE - — - Id -- — — — — — — CLt - -- . I. I — J I I I - - -- - - - ----- - - -- -- --- - - - VICTOR CUNEO I ARCHITECT P.C. I 154 LAUREL ROAD - - - - `0 i EAST NORTHPORT,NY 11731 I (631)261-2744 --- — — — — — — — — — -- -- \ Project Name and Address 1255 SOUND DRIVE LOT 5 ROCKCOVE ESTATES GREENPORT , NY TOWN OF SOUTHOLD ROOF PLAN Date: Scale 06/21 / 19 1/4" Sheet No. -- - - GENERAL NOTES: 1. All work shall conform to national, state,and local codes. 2.All unnoted or non-visible easements --- -- are the responsibility of the owner/ contractor. 3 It is the contractors responsibility to familiarize himself with all aspects of these documents prior to beginning any - _ _ _ - - - 4. These drawings are the property of -- -- - - - - - Victor Cuneo Architect PC.Victor Cuneo rl� [ I Architect PC retains all common law l TI l_� - -I 1, l-.!_rl k 1_I:,-1 i 1, statutory and other reserved rights, 1 J [_}_, including the Copyright therein. Victor - Cuneo Architect PC bears no _ - I I -- - - - - - -- � � III !rII1J [ I �I �! II �I � [ 1 _I 1 . -- - I � responsibility for their unauthorized use I I � I I; T 111I 5 Victor Cuneo Architect PC shall no --- - - ' T ! ! 1 control nor charge of and shall not be _-- - - - - - � I [ LI responsible for construction means I7 � , - - - - - _- - � methods, h - - [ il I ' � - - - - techniques, sequences or :I r I /� ,� procedures, r safety precautions i - III -�� , � roc es, o ety pr caution and - - L_. I, --- ------ - ----- — -- - - �, - -- - - =- _ - - -- - -- - -- work,for - � programs in connection with the - contractor, subcontractors or any persons performing r I_ Y Y [ -J 1 ! r }I " - -- - -- -,-r- - T them to carry out the work in accordance _ I ` ,1_ - - 7 with the contract documents. - - � ._ t I i L V -- — ) . 1 �, II r I � I .1 li i 1 I -1 �I I'I { IT I [I l -- ----+.! ,, ,� ---- - I - it .i ---- }r-IL,� _l I Lr l_ �, 1 L ,' I -- M { II -- L III I ! 4 r�1 L I I I i G � �1 I l I ' � [_�1 � _�I-� _ - ,1 T� t, 1 � II II � 1,1 11 IT I I Lrl it t 1 - i - I � I � I Iii l I -I -� L ! [ .I I _l 1 i-- - I•-': l -I- i_l� l 1- _ : 1 i - - - I ' I I I T O. F R. , 7 I i I L I i- [, L I T 1 - I � ' I '�� i_. t I � - -- - ---- - --- -- -- ! I{ I 1 I II 1 ! �iI - CRADc � I Perfe�ti®n White Gedar Shingles — _� °z I z 0 NORTH ELEVATION I I Ij A I I I -z - -- ----- --- ----1-- -- -- ! -- --III_ _ i _ - License / Seal o �11l ' I1L I ,I - -- I I! illi T# - ti1l- ' - I 1 , I 1 Iia -- -_-- _-- -_ - -- _- � -IT t y I , r L- i 1 I r — Li ' I , �. I, 'r' - - -I-1 - - f VICTOR CUNEO -- - - - - - - - -- - -- - ARCHITECT P.C. - - 154 LAUREL ROAD - I - i - _-__ + ; I I- 1T J.__. 11r EAST NORTHPORT,NY 11731 I , �_I. � !-! I. l _ -! i�l ; ,I 1 � � : T- L - (6 1) _ _ -- - - , � -� 3 61 2 - I - 744 L[ 2 ,_I 1_ 4 I �I II r [. 1 [ L-: 1 1 )-I I. . ,i Project Name and Address 1 1 . I_ IA. IIII � I i l>L [ [ ! L{ -- ' `i L I I I r O T 5 II I-I I I I, t -11 - R K III OC COVE I � J l I �-, LI. L_ — r,� I - _ ----- - �i-I � _-- -- ------ III � �,-�.i - J IIS - ---- JII III 'I 11 L:_-L -{-I I, 1 I + 1. _ _ - }-I, - •I 11 �-j - - ! LJ L -_ L - - I l II- L ESTATES 1,1.114. -I '. r , -__ T.0. FLR.- ----- - -L i-,.I 1 It l l 1 . I !_L_� G rI I,I � REENPORT , NY .I -�,.`' I'll1- 11��r.l�I, III, L.�I,i�l I, 1L! i ,' ; i l l , I. 1 L L, I L, . ] - '; I l TOWN OF SOU OLD '-L- �R�Dc TH Date: Scale 06/21 / 19 1/4"= 1'-0" Sheet No. WEST ELEVATION r GENERAL NOTES: 1. All work shall conform to national, state, and local codes. 2. All unnoted or non-visible easements are the responsibility of the owner/ contractor. 3. It is the contractors responsibility to familiarize himself with all aspects o - -- —_--_- these documents prior to beginning any . These drawings are the property of Victor Cuneo Architect PC.Victor Cuneo - — ect P s a Architect C retain. 11 common law statutory and other reserved rights, including the Copyright therem Victoror Cuneo Architect PC bears no - iJ 1 - responsibility for their unauthorized use. I � _ p 5. Victor Cuneo Architect PC shall not - - L-�_ ,-41 control nor charge of and shall not be - — - - - - - --- --- - responsible ble construction means,T methods,techniques,sequences,or procedures,or safety precautions and programs in connection with the work,for --- -- -- - the acts or omissions of the contractor, subcontractors or any persons performing -- - - J , ; III ,r T.O. FLR. - - - - any of the work,or the failure of any of I I� - - I 111 them to carry out the work accordance a '�� i ' ;� '; 'I _ I _ - ---1 j rl 1f- `1 '� I - -- • - - — m T,---I— with the contract documents. 1 STI I I I L I., TTi- _ _ 1 II t h T I I I m 1 .I 1 r L I 1 1 '. - ---- - ----- - - _ 1 - - i� 111 �hl _I J I' I 11 I'i I, I I ' •'1 f I 1 11 I I II 1 ' �_ � I--T I I i � TSI -I- I -� ; I I- 1 � i � f : ` I I-1 ,� I- Ii i I{Ji I-I 1'-"1 Ij � Ll; :1'� II _ -� i t It1 I [ �,L 1 r � - !_i_,_ I I .III. 1i 1 I iI I ..i -f I i t_ _I7 _ 1_I I I 1 I 1 1_11 [� li II � � � I I I � I II I ���� ; 1 - — ------— ---- ---- -- I T.O. FLR. I I --- --- -- RADE G -- Q o Z I I I I z 0 SOUTH ELEVATION W 1/411 - II-O" Q --- ---- -- License / Seal 1 -------------- T17 -4 T L r - ill it 1 i , I � I11 -1r �1ill,l4' :1��1, I r _r1 `-11, �f: � [� r_r11�I tl{� Iii, _i-Ii 1 ', � I I 1 r � — -- - IVICTOR CUNEO i 1 ARCHITECT P.C. I i - i� 154 LAUREL ROAD EAST NORTHPORT,NY 11731 , �� 1 11._1 fil I I [ [ I 1 I L. i l 4r i � -I I II t l 11 1. I �..LL_i.-� 1.1 [; Ll 11 Ii 1 ' I _11_ _1 I I. 1 11I3= ��I !I, I L; I P II Project Name and Address 1 I i- 1�- 1 , � I,- -L - - i ,- I� 11 1 I--1-' IT _iI_l III I I I � I- , -• it _- __-__ I � '' � � i1 i I TT � � I II 1,11111 I I I 1 I I 1255 SOUND DRIVE IJ �il I -LI� I � --SII `_ _� 1' - I '' I 1 I_.I i — s LOT 5 LLQ 1 1 i1 1,I LL_i__ a I L 1iII �1 ] 111 1-! _ , — ��IE T 11 , I =11 I 1 ROCKCOVE ESTATES 1_ _I L r [ II I1' IIr � 11r � 1i 11 X11, I.I _� 1 L1 L IT ' 1, i111� 'III i '[ � I R U G EE P RT I I �I N O NY l I — � II �LI i it C' tl I � 1 I i I , i. i'. i I I -1 - _ T.0. FLR. L-! �- 1 ,.1 - �7 ._,L I 1i.I,''I l- , .II ',,- l, , I QQtl^^ 1 -- T D �1 I I � I 1_,_ OWN OF SOUTHOL GR?�DFI�r ; _- - - - -- Date: Scale 06/21 / 19 1/411 = 1'-0" Sheet No. EAST ELEVATION 114" 1'-O" Ridge vent and strapping GENERAL NOTES: Tip i o a I all New Roofs 1. All work shall conform to national Moisture Stop underlauurnent from roves edge to 2 -O �� state, and local codes. Ridge vent and stropping inside the exterior wall 2. All unnoted or non-visible easements 2 X 6 Go l l a ties are the responsibility of the owner/ 48" o.c. I Ino, of thr house contractor. — Oorogr Roof 3. It is the contractors responsibility to F--.0 Aspha t Sh ng es familiarize himself with all aspects of Roofing paper these documents prior to beginning any I/2" Plywood work. -- 2 x O r.r. 16" o.c.. 4. These drawings are the property of 2 x 12 r-J. ( or as noted on plan ) Victor Cuneo Architect PC.Victor Cuneo R - 58 Insul. 5/a'' Oyp 5d Architect PC retains all common law statutory and other reserved rights, No sheathing on top Simpson H2A at rash including the Copyright therein.Victor 2 x 12 Glg. Jst. �� roof rafter Cuneo Architect PC bears no — - --- - - 'jr responsibility for their unauthorized use. 5.Victor Cuneo Architect PC shall not 5/8" Type x Oyp. So. /iry I braded, vented soffit control nor charge of and shall not be on walls and clg. responsible for construction means, and interior foce of Well Const. methods,techniques, sequences,or common walls with Perfection Whito Cedar Shingles procedures,or safety precautions and livingace s p 15 # Buildin felt (/'� P�y w o d programs in connection with the work,for the acts or omissions of the contractor, 2 x 4 studs 16 1 O.G. subcontractors or any persons performing 5/ Type x gyp. bd. any of the work,or the failure of any of them to carry out the work in accordance —Simpson LSTA56 Strop with the contract documents. Wropped around 2 x 6 ACG0, sill plate EGOLife sill on copper coated trrmite shield Seal sill -- 2 Rows solid or _ -- 5/8" Dio, anchor bolts 5'-0" O.G. cross brocing per span e� 12" From sill ends, Min. 7" embedment t S" X 5" Bearing plate washer with each onchor bolt. O W � I Q Z I o � A SECTION 1/4" - 1'-0'' - - — NOTE: Align roof rafters with studs. TTyeicol all New Roofs A __ Ridge vert and strapping - Moisture Stop underloyment d from roves edge to 2'-0'' Ridge vent and strapping inside the exterior wall - line of the house Main Roof License / Seal u E.G, Asphalt Shingles Roofing poper 1/2" Plywood 2 x 10 r.r. 16'' o.c. R-25 with air channels 2 x 8 c j. ( or as noted on plan ) R-58 Insul. 1/2" Oyp. Bd. R - 38 Insul. See Det. 5 / 4.01 for cave Simpson H2A at each Simpson H2A at each No shoothinoi on top Simpson H2A at each roof rafter roof rafte roof rafter inyl beaded, vented soffit NI— i Wall Const. ,�—Perfection White Cedar Shingles O 15 # 5uilding frlt Plywood 2 x 4 studs 16'' o.G. VICTOR CUNEO R-I5 F.O. Lott Insul. 1/2" Gyp Bd ARCHITECT P.C. 1-1/4" 20 gage strop attach _ with (5) 8d nails from stud to 154 LAUREL ROAD rim foist, Simpson LPT4 plate from EAST NORTHPORT,NY 11731 wJ rim joist to sills. (631) 261-2744 1 v EcoLifr sill on copper coated termite shield Seal sill - 5/8" Dia. anchor bolts 3'-O" O.G. Project Name and Address 12" Prom sill ends, Min. 7" embedment S" X 5" Bearing plate washer with eoch = anchor belt. 1255 SOUND DRIVE Damproofing Concrete foundation wall LOT 5 on 20 x 12 footing w/ two #5 ROCKCOVE ESTATES re bar continuous —_ -- - ---- #5 re bar top and bottom GREENPORT , NY L __ ._ #5 re bar from wal I to footing TOWN OF SOUTHOLD ------- -- 56" O.c. Date: Scale 06/21 / 19 1/4" = 1'-0" B SECTION Sheet No. � 11411 o GENERAL NOTES: Ridge vent and strapping 1. All work shall conform to national, state,and local codes. 2. All unnoted or non-visible easements are the responsibility of the owner/ 2 X 6 Dollar ties contractor. 2'-6"_ _ 3. It is the contractors responsibility to 7 familiarize himself with all aspects of Simpson H2A at each 4 x 4 these documents prior to beginning any roof rafter work. - 45 degree chamfer 4. These drawings are the property of R 38 Insul. NOTE: Verify top plate hgt. No sheathing on top Roof rafters to start at 10'-O" 3 x 6 Blocking ---- at end Victor Cuneo Architect PC.Victor Cuneo - - Architect PC retains all common law hgt. on first floor, 7/12 pitch. Two lag bolts statutory and other reserved rights, including the Copyright therein.Victor Cuneo Architect PC bears no Nail through responsibility for their unauthorized use. e v t and strapping back plate \ 5. Victor Cuneo Architect PC shall not control nor charge of and shall not be x 4 Back late - 2 p N responsible for construction means, N methods,techniques,sequences,or procedures, or safety precautions and 5 x 6 Blocking --- programs in connection with the work, for Two lag bolts Gut ellipse from 4 x 6 the acts or omissions of the contractor, �� subcontractors or any persons performing --- a' a f an of the work, or the failure of any o y ,- them to carry out the work in accordance Q _ _ _ _ -_ with the contract documents. 7Z_ � � Wall const. - Perfection White Gc°dar Shin les g _- 15 # Building felt 6 1/2" Pl�wood '- 2 x 4 studs 16 s.oz O = R-I5 F.G. Batt Ine,u . I/2 Gyp. Bd. 0 2 BRACKET DETAIL Pavers on 4'' 5/4" = 1'-0" slab on compacted Porous fill 1-1/4" 20 gage strap attach with (5) 8d nails from stud to rim joist, Simpson LPT4 plate from A rim joist to 5ME. _ 1 2 Rows solid or 2 Rows solid or 2 Rows solid or cross bracing per span cross bracing per span cross bracing per span EcoLiFo sill on copper Coated termite shield Z 5001 sill -z — -- cu_ ' Step found. 5/8" Dia. anohc>r bolts 5'-0" O.G. O 12" From sill ends, Min. 7" embodment = wall S" X 5" 8eoring plate washer with each O anchor bolt. o I = 5I I I I L---1 I I° H '---- L - A Iz CSECTION License / Seal /4" - I'-0" , 1 - --- - - - -- - - - - - - 4" VENT THROUGH ROOF r----- 4 TIENT THROUGH ROOF ' F_ I I I I I i t I 211 Field verify with final grade 2 T.O. Floor I I concrete pad Exterior Light fixture Lav VICTOR CUNEO w.r . Tub I Shwr I 1.1/411 ARCHITECT P.C. I I-1 2 Sccond 1 I - ----- 5 2 2 r - -- CCrade Nosing # 4 re bar at eoch I I 154 LAUREL ROAD — nosing I S I EAST NORTHPORT,NY 11731 411 0 \ 1/4" Slope I (631) 261-2744 _ - -- — I- - - — — � — - -1 I- - - -� = 6 8 Poured concrete wall with r # 5 re bar top and bottom i I 4 F 6 I 4" Project Name and Address I I Lav Lound s II y o � � 11 Damp proofing I I I I � I 1255 SOUND DRIVE w 3 allI I W.G. 5hwr I s W.G. D.W. 1 1/2" I I/4"I" NFirst Floor LOT 5 safety nosing # ar 12" 3 2 ROCKCOVE ESTATES I/4" Slo E - 5 re b tread / riser le i GREENPORT , NY cy 6x6 W1.4xW1.4 I/2' Ex Joint WWF — T.O. Slab J 3" FrOsh air InlOt 8 \ \ p - - - - - 24" x 12" footing with S" above grad0 TOWN OF SOUTHOLD - — ? — — — — (2) # 5 re bar continuous compacted Earth HousO trap GOI lar Floor Date: Scale 06/21 / 19 1/4" = 1'-0" compacted 411 _- porous fill 4" Dia. drain to existing 4 dry To approved septic Sheet No. well suustem SANITARY RISER A 0 . 00 1 STAIR DETAIL 1/211 TABLE R402.4.1.1 AIR BARRIER and INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA A continuous air barrier shall be installed in the ATTIC INSULATION building envelope . Air-permeable insulation shall not be used as a sealing ATTIC FLOOR FRAMING General recpirements Exterior thermal envelope contains a continuous air material. GENERAL NOTES: ' barrier. RIGID INSULATION R-58 Breaks or points in the air barrier shall be sealed. COMPRE5515LE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE 1.All work shall conform to national The air barrier in any dropped ceiling/soffit shall be ' SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED aligned with the insulation and any gaps in the air state,and local codes. Gellin /attic The insulation in any dropped ceiling/soffit shall be 2. All unnoted or non-visible easements g barrier shall be sealed. aligned with the air barrier. Access openings, drop down stair or knee veal I doors are the responsibility of the owner/ HIH to unconditioned attic spaces shall be sealed. contractor. - - - - -- - ------- - - - xi The .junction of the foundation and sill plate shall be Cavities within corners and headers of frame walls 3. It is the contractors responsibility to sealed. shall be insulated by completely filling the cavity with familiarize himself with all aspects of --- a material having a thermal resistance of R-5 per inch these documents prior to beginning an Walls The 'unction of the to late and P � p p top of exterior walls minimum. g g Y shall be sealed. Exterior MECHANICAL LATG f P E55URE or thermal envelope insulation for framed walls work. SEAL AT NEATHERE 11 INC shall be installed in substantial contact and continuous 4. These drawings are the property of CEILING GYPSUM Knee walls shall be sealed. alignment with the air barrier. VictorCuneoArchitectPC.VictorCuneo BOARD Windows, skylights The space between window/door jambs and framing —- - - - ----- Architect PC retains all common law AS AIR BARRIER 0 and doors and skylights and framing shall be sealed. statutory and other reserved rights, CONTINUOUS BEAD MANUFACTURED PULL DOWN STAIR Rim joists Rim joists shall include the air barrier. Rim .foists shall be insulated. -- including the Copyright therein. Victor OF SEALANT 0 The air barrier shall be installed of any exposed edge Floor framing covitu insulation shall be installed to Cuneo Architect PC bears no of insulation. maintain permanent contact with the underside of the responsibility for their unauthorized use. Floors (including above- subfloor decking, or floor framing cavity insulation CONTINUOUS BEAD 0 garage and shall be permitted to be in contact with the top side of 5. Victor Cuneo Architect PC shall not Ll �__1_ OF SEALANT cantilevered floors) sheathing, or continuous insulation installed on the control nor charge of and shall not be t0 underside of floor framing and extends from the responsible for construction means, bottom to the top of all perimeter floor framing methods,techniques,sequences,or members. _ procedures, or safety precautions and CONTINUOUS MINIMAL Exposed earth in unvented crawl spaces shall be Where provided, instead of floor insulation, insulation programs in connection with the work, for EXPANDING FOAM AT Gravel Space walls covered with a Glass I vapor retarder with shall be permanently attached to the crawlspw oce alls, overlapping joints toped. the acts or omissions of the Contractor, NINI::)ON FERlt,,1E:TER Duct shafts, utility penetrations, and flue shafts subcontractors or any persons performing f Shafts, penetrations opening to exterior or unconditioned space shall be any of the work, or the failure of any of ( 2� sea led. them to carry out the work in accordance ATTIC ACCESS SEALING Batts in narrow cavities shall be cut to fit, or narrow with the contract documents. Narrow cavities cavities shall be filled by insulation that on instollotion NTS readily conforms to the available cavity space. Garage separation Air sealing shall be provided between the garoge and conditioned spaces. � Recessed light fixtures installed in the buildingRecessed light fixtures installed in the building — , Recessed lighting thermal envelope shall be sealed to the drywll, thermal envelope shall be air tight and IG noted. Batt insulation shall be cut neatly to fit around wiring Plumbing and wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available epoce shall extend behind piping and wiring. AIR BARRIER r WINDOW NIT AS PROVIDE BLOCKING AT The air barrieinstalled at exterior walls odjacent to Exterior walls adjacent to showers and tubs shall be STUD CAVITY AT 5HOWER Shower/tub on exterior wail showers and tubs shall separate them from the insulated. AT EXTERIOR WALL showers and tubs. CONTINUOUS BEAD OF Electrical/phone box on The air barrier shall be installed behind electrical or — — CONTINUOUS MINIMAL exterior walls communication boxes or air sealed boxes shall be EXPANDING FOAM AT SEALANT installed. WINDOW PERIMETER HVAC register boots that penetrate building thermal HVAC register boots envelope shall be sealed to the subfloor or drywall. I When required to be sealed, concealed fire sprinklers Q shall only be sealed in a manner that is recommended — — - - — --IF Concealed sprinklers by the manufacturer. Caulking or other adhesive p CONTINUOUS BEAD sealants shall not be used to fill voids between fire Z OF SEALANT sprinkler cover plates and walls or ceilings. TILE SURROUND FINISH CONTINUOUS BEAD GEMENT BACKER BOARD OF ADHESIVE INSULATED EXTERIOR GONTINUOUS BEAD STUD WALL Cn _ 0 OF SEALANT THIN-PROFILE WALL SHEATHING I" RIGID INSULATION ROUGH GUT AROUND ; VENTILATION CHUTE VENTILATION CHUTE H - AIR SEAL PERIMETER ATTIC, INSULATION A WITH EXPANDING MANUFACTURED FOAM SEALANT z SHOWER PAN � I CONTINUOUS BEAD EXPANDING FOAM I License / Seal I OF SEALANT WOOD FRAME FLOOR ASSEMBLY - CONTINUOUS BEAD OF SEALANT 2" PLY. > 9. EXTERIOR INSULATED CONTINUOUS BEAD WALL m `` OF A[7HE51 VE CONTINUOUS BEAD OF SEALANT 3 SEALING AROUND SHOWER 5 TYP. EAVE DETAIL NTS NTS VICTOR CUNEO ARCHITECT P.C. 154 LAUREL ROAD CONTINUOUS BEAD OF SEALANT MANUFACTURED RECESSED LIGHT ENCL051-lRE EAST NORTHPORT,NY 11731 ° ATTIC INSULATION (631) 261-2744 CONTINUOUS SILL \ SEALER FULL MUDS LL IDTH OF Project Name and Address FOUNDATION WALL AS 1255 SOUND DRIVE AIR BARRIER \ \\ \ CONCRETE SLAB AS LOT 5 ROCKCOVE ESTATES Z \/\/\ ' AIR BARRIER GREENPORT , NY OWN OF SOUTHOLD EXPANDING FOAM SEALANT AT PERIMETER ° CONTINUOUS BEAD OF SEALANT DRYWALL GE I L I NG Date: Scale = " \ \ a \\ \\ \\ \\ RECESSED LIGHTING FIXTURE 06/21 / 19 1/4" 1'-0 Sheet No. SEALING @NEW RECESSED 1 TYP. SEALING DETAILS 4 LIGHT FIXTURES NTS \ NTS GENERAL NOTES: 6520 COIL STRAP (UPLIFT CONNECTOR - TYPICAL) WITH 12" MINIMUM BEARING ON 1. All work shall conform to national, ° STUDS state, and local codes. CONT. ---- m o 2. All unnoted or non-visible easements are the responsibility of the owner RIDGE VENT o / o contractor. RIDGE -- HD (UPLIFT CONNECTOR) WITH 745" DIA. 3. It is the contractors responsibility to TH DED ROD THROUGH BOTTOM PLATE familiarize himself with all aspects of SEE PLAN FOR SIZE AT INDICATED SHEAR WALLS: these documents riortobe beginning SIMPSON 0520 � m OUCH OF PLATES OF FIRST FLOOR AND p g g any A55F MIN.IB GAUGE PLATE GONNEGTOR5 @ work. 1/2" EXT. GRADE COILED STRAPS CON TED TO SECOND HDU5 INSTALLED ON SHEATHING W/ (�) - 8d NAILS m P OF FIRST FLOOR DOUBLE STUD \ 12" O.G. MAX. (AT SHEARWALL SECTIONS) 4. These drawings are the property of SIMPSON 6520 I-I/�} X 20 GAUGE STEEL GOI L STRAPPING SECURE EACH RAFTER TO Victor Cuneo Architect PC.Victor Cuneo AT EA. RAFTER 6520 COIL STRAP - UPLIFT CONNECTOR ON RIDGE CONNEGTION WITH Architect PC retains all common law A55F MIN.18 GAUGE PLATE EACH STUD WITH 12" MINIMUM BEARING ON WITH (�) 8d COMMON NAILS SIMPSON LS5U210 RAFTER statutory and other reserved rights, CONNECTORS 12" O.G. MAX. EACH END OF STRAP. ROOF RAFTER EACH STUD (TYPICAL) HANGERS including the Copyright therein. Victor SEE PLAN FOR SIZE (AT SHEAR WALL SECTIONS) STRAPPING TO BE Il O.G. WIT. m 12" MIN. BEARING ON EAGH/ Cuneo Architect PC bears no ALL STRAPPING TO SE INSTALLED I&" O.G. ° O X 4" responsibility for their unauthorized use. AND SPACING / - HDU5 (UPLIFT GONNEGTOR). SEE NOTE RATTER / DOLLAR TIES 5. Victor Cuneo Architect PC shall not ABOVE \���; A CONTINUOUSLY CONNECTED PATH MUST o°o °°o _ I6" O.G. control nor charge of and shall not be BE PROVIDED FROM THE STUD TO THE ALL 57RAPPING T � + + + responsible for construction means, ALL STRAPPING TO BE INSTALLED 19)" O.G. GIRDER BELOW. INSTALLED 16" D G. 44 ' + + methods,techniques, sequences,or i UNLESS OTHERWISE NOTED -- procedures, or safety precautions and ° A CONTINUOUSLY CONNECTED PATH MUST ALL STRAP STOCK NUMBERS SHOWN ARE programs in connection with the work,for ° r° FROM "SIMPSON STRONG TIE CONNECTORS" the acts or omissions of the contractor, ° BE PROVIDED FROM THE STUD TO THE subcontractors or any persons performing° GIRD . CATHEDRAL CEILING RIDGE ER BELOWany of the work, or the failure of any of o - - -- -- them to carry out the work in accordance ALL 57RAP STOGK NUMBERS SHOWN ARE with the contract documents. FROM "SIMPSON STRONG TIE GONNEGTORS" 1 :RIDGE NON / CATHEDRAL 2 TYP. 2nd FLR. TO FIRST FLR. TIE DOWN 3 TYP. 2nd FLR. TO FIRST FLR. 4 RIDGE / CATHEDRAL CLG. - -- - �-- - -- 4" EXPOSURE VINYL 51 D I NO OVER 2" X 4" CONTINUOUS LATERAL BRACE 9 6"'-0" O.G. - TYVE K' HOUSE WRAP OVER 1/2" � 'GDX' PLYWOOD SHEATHING OVER ?" BLOCKING ® 48 ' O.G. MAX IN FIRST 7GEILINO JOISTS FRAMING SPACES AT EACH END X 4" STUDS ® 16" O.G. WITH I KRAFT PAPER BACKED FIBERGLASS -- — -� -- -- — --- ---1 - - -- —FLOOR FRAMING (2) Z INSULATION BATTS BETWEEN STUDS D- (2) 10d NAILS _� GOVEREWITH I/2" GYPSUM BOARD MIN. T 4 G PLYWOOD FLO z 0 SHEATHING OLUEED AND SGREWED T � (10) 8d NAILS 5/8" 'GDX' PLYWOOD SUBFLOOR WITH STAGGERED JOINTS I FLOOR --- 2" X FLOOR JOISTS - SEE PLAN V) JO 157 5d COOLER T GABLE END FOR SIZE AND SPAGINO > NAILS ® 5" D.G. RIM JOIST 00 00 o° 1-1/4" X 20 GAUGE STEEL GOILED — -- --- GYPSUM BOARD - ---- - ---- STRAP #GS20 AS MFO'D. BY 2 X BLOCKING AT LAST T SIMPSON (12" BEARING MIN.) 16'' ° GEILINO JOIST BAYS 6" O.G. MIN. SIMPSON H2A ¢ (10) 8d NAILS o GONNCCTOR -Q- -- -- ------ -- - -- 2 X 4 BLOGK NAILED TO EA ° ONE H2.5o STRAP EACH SIDE OF o BRAGE WITH (4) IDd NAILS JOIST WITH (5) 8d GOMMON NAILS z EAGH END OF STRAP A5 MFO'D. BY - / 5d GOOLER NAILS @ 7" O. ` ENDWALL STUDS SIMPSON 2" X BLOCK I N6� INTO BLOCKING ° FULL DEPTH OF JOIST 1-1/4" X 20 GAUOE STEEL GOILE -I/4" X 20 OAUOE STEEL COILED ° ° License / Seal STRAP #C520 AS MFO'D. BY SIMF50N STRAP C520 AS MFO'D. BY WITH MIN. 12" BEEARINO ON STUDS — -- - SIMPSON (12" BEARING- MIN.) ALL STRAPPINO TO BE INSTALLED 16" O.G. , 5 FLOOR BRACING 6 CLG. BRACING AT GABLE END 7 CANT. FLOOR DET. 8 RAFTER TO PLATE / STUDS J z Typicol connector for ever new rafter to ploto to stud connection on second floor ' 2" X 4" STUD WALL WITH PLYWOOD SHEATHING VICTOR CUNEO ARCHITECT P.C. 1-114'' X 20 GAUGE STEEL COILED —_ DESIGN LENGTH STRAP #C520 A5 MFO'D. BY _ SIMPSON (12" MIN. BEARING ON NOTE: 154 LAUREL ROAD STUDS) I. SHEATHING A5 PART OF SHEARW.¢.LL EAST NORTHPORT,NY 11731 ------- SEOMENT (S.W.S.) WHERE NOTED ON FLOOR ,I PLAN SHALL BE GONTINUOUS FROM SILL TD 70P (631)261-2744 ONE H2.5o STRAP EAGH SIDE OF PLATE OR ADEQUATELY BLOCKED AT 101575. 8d _ JOIST WITH (5) 8d COMMON NAILS @ COMMON NAILS ® 6" O.G. E:DOE AND FIELD. °° EAGH END OF STRAP AS MFGD.' BY o o H2 son Strong-Tie Project Name and Address 0o SIMPSON 00 2. HOLD DOWN5 REQUIRED AT ALL FOUR o 0 ALL STRAPPING TO BE INSTALLED o NOTEDR E� GO N�u�oN�oE� 1LTHERWISE 1255 SOUND DRIVE D.G. ° o ° ° LOT 5 MT550 - UPLIFT GONNECTOR PLYWOOD SHEATHING WITH 8d GOMMON NAILS @ 6" D.G. ROCKCOVE ESTATES C) (TYPICAL) EDGE AND FIELD GREENPORT , NY - TOWN OF SOUTHOLD --- - — HOLD DOWN --2'' X FLOOR JOISTS - SEE PLAN FOR SIZE AND SPAG I NO Date: Scale Av 06/21 / 19 1/4"= 1'-0" 10 RAFTER TO BEAM 11 SHEARWALL SEGMENT DTL. (TYP.) Sheet No. 9 OFFSET WALL AND FLR. DET. -- Typical connector for every new rofter to Boom connection for front porch. a r SLIDINO SCREEN _ DOOR SLIDING OLASS DOOR (7T1=.) -t--�\ ------------------------ -- GENERAL NOTES: SILL OR PAN FLASHING i ---------- ------------- 1.All work shall conform to national, COUNTER-FLASHES i '..I state, and local codes. • PENT=TRATIONE) AND/OR WEATHER SEAL ALL DECK FLASHING 2. All unnoted or non-visible easements ✓�!-�' ,�� � � � i i ; ��=� are the responsibility of the owner/ THROUGH PAN _-_ RESISTIVE-BARRIERf ' contractor. CAULK/SEALANT - - PROTECTING WALL BETWEFN FRAME BELOW ' . It is the contractors responsibility to --�-{-- ---------- , -,� , I � ; ; � _" familiarize himself with all aspects of ANC FLASHING _ DECK FLASHING ' " ' ' ' these documents rior to be ronin an - i i i i i work. L_') i i i i 4. These drawings are the property of iVictor Cuneo Architect PC.Victor Cuneo SL I D I NO OLA55 ' i' i i Architect PC retains all common law DOOR FRAME - _ -- 1----�--- - WEATHER-RESISTI VE +------------------- r--- statutory and other reserved rights, CAULK/SEALANT OR BARRIER L__i_-______"___.__-_- -)___. - - I ._____-_- !-_______._. including the Copyright therein. Victor SOLDER BETWEEN Cuneo Architect PC bears no PAN FLASH I NO AN® responsibility for their unauthorized use. DEC< FLASHINO 5. Victor Cuneo Architect PC shall not control nor charge of and shall not be responsible for construction means, methods,techniques, sequences,or procedures,or safety precautions and programs in connection with the work, for the acts or omissions of the contractor, subcontractors or any persons performing any of the work,or the failure of any of 1 SILL FLASHING DOOR 2 ROOF NAILING SCHEDULE 3 WALL NAILING SCHEDULE them to carry out the work s. accordance with the contract documents. 140 Vult WIND ZONE (5 SECOND GUS75) 140 Vult WIND ZONE (5 SECOND OUSTS) USE 1/2" CDX ROOF SHEATHINO USE 1/2" CDX WALL 5HEATHINO FASTEN WITH 8D COMMON GALVANIZED NAILS FASTEN WITH 80 COMMON GALVANIZED NAILS 2" X 11 I/2" OA. - PATTERN AS INDICATED BELOW 2" X 11 1/2" OA. - PATTERN AS INDICATED BELOW - -- - - - i Q Iii I 0 z - ----------- ---------- ------- --------- -------- CIO A Z License / Seal NAILING SCHEDULE JOINT DESCRIPTION NUMBEROFNAILS NAIL SPACING N 6" DIAMETER ------ ROOF FRAMING ;Rafter to tap plate (toe nail) 4-8d Common Per joist Ceiling joist to top plate '(toe nail) 4-8d Common Per joist g'H :Ceiling joist to parallel Rafter(face nailed) 4- 16d Common Each lap " Ceiling joist laps over partitions (face nailed) 4- 16d Common Each lap REFLECTIVE RED ` J REFLECTIVE WHITE ,Collar tie to Rafter (faced nailed) 3- 10d Gammon Each connection PANTONE#1eT Blocking to rafter(toe nailed) 2-8d Each end Rim board to Rafter(end nailed) 2- 16d Each end __-WALL FRAMING IL :Top to Top plate (face nailed) 2- 16d per foot To fates at intersections {'face nailed 4-gid- - perjoint/each side VICTOR CUNEO ;Stud to Stud (face nailed) -._ - 2-16d 24"o.c. ;Header to Header face nailed 16d 16"o.c.along edges ARCHITECT P.C. 'Top or Bottom Plate to Stud (end nailed) 2- 16d per 2 x 4 stud 16d 3- per 2 x 6 stud p — — --_ 4- 16d per.2 x 8 stud _............ ........... .. .. .... . Bottom 154 LAUREL ROAD plate to Flr.jst, Bandjst, Endjst or Blking (face nail) 2- 16d per foot EAST NORTHPORT, NY 11731 FLOOR FRAMING - �; (631)261-2744 :Joist to sill, top plate or girder(toe nailed) 4-8d per joist_. ,F :Bridging to joist toe nailed' 2 8d each end { ............................................................._.................................... g.....g.._...1.................................._..._.................................... ........................................._....................................... .......................... Project Name and Address :Blocking to joist(toe nailed) _..._.....___.___._...._.__._____._.-2_.-_8d___....._____.__........._. . _ ._ each end _.._.........__._.._..__.__.._ 112" J _- STROKE Blcoking to s►II or top plate-(toe nailed)_,- ___.... 3- 16d___..._. ... . each block _ _ .......... ... The construction type LOT 5 ,Ledger strip to beam (face nailed) 3- 16d each joist deslgnation shall be ;,foist on ledger to Beam (toe nailed) 3-8d . per joist "1" 141191 A611199 i°IV"or"V"nation VE _..g _.. Band joist to joist( end nailed) 3- 16d per joist to indicate the construction Band joist to sill or top plate (toe nailed) 2- 16d per foot classification of the ESTATES structure under DESIGNATION FOR STRUCTURAL SHEATHING section 602 of the BCNYS Structural panels Interior Zone 8d 6" Edge/ 12" Field COMPONENTS THAT ARE OF REENP RT , NY Structural panels perimeter edge zone 8d 6" Edge/6" Field TRUSS TYPE CONSTRUCTION TOWN OF SOUTHOLD ------... _._-.__ _.__ .__.______ _ ......_. _ .._...._-W__..._..-._....___.�_...._ __ ._...s _.�....�.__..,W.�..___-�....5d coolers_ 7" Edge 1 1�"Field r _ ` ■ ■ GIRDERS AND BEAMS WALL SHEATHING ROOF FRAMING Date: Scale Structural Panels 4' Edge zone 8d 6" Edge/ 12" Field Fa" Edge! 12' Field ; 06/21 / 19 1/4"= 1'-0" g Structural panels Interior zone ��FR FLOOR AND ROOF FRAMING 8d g .. Sheet No. Gypsum wallboard 5d coolers 7" Edge/ 10"Field STAFF® / D CODES FLOOR SHEATHING Structural Panels 1"or less. 8d 6" Edge-/_1 2" Field - --- - Strctural....panels greaterah�En..._" ...................10d . ....... .........................__..................... ..6." Edge J 12"..Field PRE ENGINEERED WOOD SIGN ATTACHE TO EXTERIOR OF ELECTRICAL BOX GENERAL NOTES: �---------� i i --------- � 1.All work shall conform to national, I I r i state, and local codes. I i I i I IOV DUPLEX RECEPTACLE OTLET 2. All unnoted or non-visible easements r---------------------J — ------------------ ----_ L— ----------- ---- , ----------------------- A ^ ° . ° a ° ^° a , I I FAULT CURRENT INTERRUPTING are the responsibility of the owner/ GROUND ------------------------------------------------- I DUPLEX OUTLET contractor. RECESSED LIGHT FIXTURE 3. It is the contractors responsibility to I I I I familiarize himself with all aspects of WALL MOUNTED LIGHT FIXTURE these documents prior to beginning any I I I WATERPROOF MOUNTED LIGHT FIXTURE I work. r---i I x 4 LED SURFACE MOUNT 4. These drawings are the property of I I a I I o I L --- II I i ° I Victor Cuneo Architect PC. Victor Cuneo r___ J i I SINGLE POLE SWITCH Architect PC retains all common law I I I 0 0 0 i t i I 3 - WAY SWITCH statutory and other reserved rights, including the Copyright therein. Victor HARD-WIRED INTERCONNECTED Cuneo Architect PC bears no SMOKE DETECTOR CONFORMING TO responsibility res onsibili for their unauthorized use. — I I I I I I I I I I I I ° I I I I I I I I I I I i I R514 TO SOUND UPON THE 5.Victor Cuneo Architect PC shall not i i 3eE i ACTIVATION OF ANY ONE DETECTOR control nor charge of and shall not be CARBON MONOXIDE ALARM TYPE responsible for construction means, I I i LOCATIONS CONFORMING TO 2015 methods,techniques, sequences,or --- i IFC 115.2. procedures,or safety precautions and 3`11 1 ---J9 L-----� L i ® 150 CFM (MIN.) EXHAUST FAN he a tslor omissions s in of he cotr actor,work,on with the for I I I I r- mul subcontractors or an persons performing I I I i an of the work or the failure of an of I I ; < ; O Y Y 4 I I ©� I them to carry out the work in accordance with the contract documents. I I I I I I I I I I I I J ---------� ------------i--0--+-----------f— ° --- --- ------------- I I I --------- I I i I I I I I I I I I 1 I I I 0 I ' I------� I I I I I r------ IIL----------------------a-------- I I I I °° I 0 I I I I I I --�---�— . . -- _- I I I I I I I I I I I I 1 I I I L-------------J I I I I I I I I a . I Ial I ------------- � I ---------------- I I I I I I j j I W I I I I I i A l a l I I i I I I I I I I I I I I L------ -----a---------------J I I ° ° Iz L---------- --------------- ---`------J L----------------J LIGHTING EQUIPMENT NOTE: LIGHTING EQUIPMENT NOTE: O 100 % OF OF THE LIGHTING FIXTURES Cn BASEMENT PLAN 100 9b OF H1 THE LIGHTING FIXTURES 2ND FLOOR PLAN SHALL BE HIGH EFFICACY LAMPS > SHALL BE HIGH EFFIGAGY LAMPS THROUGHOUT IN ACCORDANCE I/8" = 1'-0" THROUGHOUT IN ACCORDANCE I/8" = I'-O" WITH SECTION R404.1 OF THE NYS IEGG 2015 WITH SECTION R404.1 OF THE NYS IEGG 2015 I d A O Z License / Seal fI WP y.� gfi�iP OL G 3:1 0 0 0 00 fl ©� 5 VICTOR CUNEO ° ARCHITECT P.C. gfl gfi ©0 154 LAUREL ROAD EAST NORTHPORT,NY 11731 g ------- (631)261-2744 n I Bon x9lightProject Name and Address h 3 !F foI 1 I 9 01 i JBox for J Box LOT 5 � � hanging Ilght 1 1 --------------------------- ROCKCOVE -----------i 0 oilESTATES � J sox GREENPORT , NY TOWN OF SOUTHOLD - - Date: Scale -- 06/21 / 19 1/4" = 1'-0" Sheet No. LIGHTING EQUIPMENT NOTE: FIRST FLOOR PLAN SH % OF OF THE LIGHTING FIXTURES SHALL BE HIGH EFFICACY LAMPS I/8" = 1'-0" THROUGHOUT IN ACCORDANCE WITH SECTION R404.1 OF THE NYS IEGG 2015 e