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46049-Z
�OS�fFOLr Town of Southold 6/16/2024 P.O.Box 1179 53095 Main Rd uoy�o! �ao� 4 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45280 Date: 6/16/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 405 Williamsberg Rd, Southold SCTM#: 473889 Sec/Block/Lot: 78.-5-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/8/2020 pursuant to which Building Permit No. 46049 dated 4/8/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement,front covered entry,rear first and second floor covered porches rear uncovered roof deck with spiral staircase and attached garage as applied for. The certificate is issued to Falcone,Anthony&Beatrice of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0108 5/17/2024 ELECTRICAL CERTIFICATE NO. 46049 5/16/2022 PLUMBERS CERTIFICATION DATED 9/30/2022 P ilip Svf4emicz Aut 'zed gure fFe��,4141 0 TOWN OF SOUTHOLD �� BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • o�� 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#: 46049 Date: 4/8/2021 Permission is hereby granted to: Hansen Cheryl L Revoc Trt 305 S Windsor Arlington Heights, IL 60004 To: construct single-family dwelling as applied for per Trustees, DEC & SCHD approvals. At premises located at: 405 Williamsberg Rd, Southold SCTM # 473889 Sec/Block/Lot# 78.-5-17 Pursuant to application dated 12/8/2020 and approved by the Building Inspector. To expire on 10/8/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,741.20 CO-NEW DWELLING $50.00 Total: $1,791.20 Building Inspector OF SO!/r��l Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(aD_town.southold.ny.us Southold,NY 1 1 97 1-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Anthony Falcone Address: 405 Williamsberg Rd city:Southold St: NY zip: 11971 Building Permit#: 46049 Section: 78 Block: 5 Lot: 17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Johnson Electrical Contracting License No: 58338ME 11 SITE DETAILS Office Use Only Residential X Indoor X Basement X .Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 53 Ceiling Fixtures 25 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 14 Wall Fixtures 27 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 62 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt 50A Ceiling Fan 2 Combo Smoke/CO 4 Transfer Switch 200A UC Pucks 6 Dryer Recpt G8S Emergency Fixture Time Clocks Disconnect Switches 70 4'LED Exit Fixtures Pump 11 Other Equipment: Ceiling Heaters -3, Fridge, Mini Fridge - 3, Double Oven, DW -2, Micro, Cooktop, Hood, W/D, 200A Panel 54 Circuit/ 50 Used Notes: New Two Story w/ Unfinished Basement Inspector Signature: Date: May 16, 2022 S. Devlin-Cent Electrical Compliance Form aF $0 Town Mall Annex Telephom{631)765-1802 54375 Main Road Pax(631)765-9502 P.O.Pox 1179 Southold,NY 11971-0959 �.! �+' _ � film., BUILDING DEPARTYMNT TOWN-Old'BOUT-HOLD CIG+ R.LrIF YCATIOlit Date: Building Permit No._- - U woll Owner: /`I 0'1 v FOIL D (Ple se print) 1 Plumber: v t — f V.t V'-U�� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. lumbors Signature) ,. Sworn to before lam this on day , 20 kZ MONIKA E.Sl'f-tA{C� .—. NOTARY PUBLIC,STATE OF NEW YORK Registration No.OIST6372934 Qualified in Suffolk County, Commissbn Expires April 20 Notary Public, otttliy OFSOUIyO # # TOWN'OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION. . ' . [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ._] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY f ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]: ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REM KS: �v C14( Os i�� .� • p3 f10 [UI�'it (S [ '1 Y DATE 1� �� INSPECTOR J �O� o�a0F5001yo! * # TOWN OF SOUTHOLD BUILDING DEPT. �yco 765-1802 INSPECT1"ON [ ] FOUNDATION 1ST [ ROUGH PL° BG.- [ ] FOUNDATION 2ND [ ] 'INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE--& CHIMNEY [ ] -FIRE SAFETYANSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION - [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DiAn Rvw,6,vAV ll�i o DATE INSPECTOR l OFSOUTyo6 f TOWN OF SOUTHOLD BUILDING DEPT. �`y�ouNn 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. z j ] OUNDATION-2ND [ ] INSULATIOWCAULKING [ FRAMING/STRAPPINGf, [ ] FINAL [ ] FIREPLACE & CHIMNEY. [ ] FIRE SAFETY INSPECTION " [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: kp DATE INSPECTOR. OP SoGlyolo �e uj L4 0 5— we f l i qm f # TOWN.OF SOUTHOLD BUILDING DEPT., 765-1802 : INSPECTION [ ] FOUNDATION 1ST : [ ] 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 J ,, REMARKS: U �" DATE 10 INSPECTOR SOUIyo - 1 6 0 - lq - ,`o !o I V" * # TOWN OF SOUTHOLD BUILDING DEPT. courm,��'�� 765-1802 : INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY : [ ] FIRE SAFETY INSPECTION [. -] FIRE RESISTANT CONSTRUCTION' - [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) A ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: D DATE L5 1161 INSPECTOR f OF SO / y Q" TOWN F SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS.• i VA �(m,065o C�- w . 'm fiA/4 -�' C q 1 �-�� DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. °`ycouH►v,� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL RPi, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �vv(44 �rck66 Cc&9"- �n �n DATE Y INSPECTOR C HARLES M. TH O MAS R.A., PLLC 2136 LINCOLN STREET RIVERHEAD, NY 1 1 901 (63 1 )727-7993 CCj�(p) �O2 3610( GrLL, ODTHOMAS63 @AOL.COM MAY 13, 2021 Building and Zoning Division Town of Southold - Re: Falcone Residence Williamsburg Road, Southold MAY 1 4 2021 SCTM # 1000-78-05-17 rr( -, Dear Sir/Madam: This letter shall serve to certify that I was retained to inspect the above referenced property and can attest that the poured concrete foundation meets with my approval and conforms to my plans and the 2020 NYS Residential Building Code. The inspections included the steel reinforcement, footing key way, foundation wall pour and foundation waterproofing. Thank you for your attention to this matter. Please contact me with any questions you have. Very trul ours, CHARLES M. THOMAS, R.A., CHARLES M. THOMAS R.A., PLLC 2136 LINCOLN STREET RIVERHEAD, NY 1 1 90 1 (51 6)702-351 9 CDTHOMAS63 @AOL.COM FEI3RUARY 2, 2023 Building Department Town of Southold Attn: John Jarski I�D e 1VI I Re: Falcone Residence UI Williamsburg Road FFR U 2 2023 Southold, New York "EED IU ^ U1 n Permit # 46049 SCTM# 1000-78-05-17 Dear Sir/Madam: This letter shall serve to certify that I was retained by the owner to inspect the above referenced residence and-can attest that wall, ceiling and roof insulation and caulking has been installed and conforms to my plans and specifications as well as the 2020 Residential Code of New York State Thank you for your attention to this matter. Please contact me with any questions you have. Very truly yours, CHA : T , 4 I *Disclaimer* For Manual J, D & S Home Energy Solutions, Inc. The heating&cooling load calculations (Manual-J), equipment selection (Manual-S), and duct design (Manua l-D) supplied by Home Energy Solutions are based on plans. Any deviations from the approved drawing such as thermal boundary/window selection/air infiltration or duct leakage will have a negative impact on the proposed heating and cooling load defined here. If it is determined by installing mechanical professional that the proposed pathway is now blocked, an alternative path may be taken if it has no impact to the air flow required for each affected room. This includes but is not limited to the design of the house, quality of insulation, quality of duct sealing, &air infiltration. Please do not exceed more than 15%of the recommended tonnage on the report for 'conventional equipment and 20%for geothermal heat pumps. ***The load calculation square foot areas include all habitable square foot areas and all open to below square foot areas. This is for the sole purpose of accurately modeling the heat loss/gain of the entire building structure (ceiling areas, wall areas, and perimeter slabs). Therefore, the load calculation square feet may exceed the reported building square feet stated on the architectural plans. *** Glenn LaMay Home Energy Solutions, Inc. 631-673-0664 Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 405 Williamsburgh Drive,Southold NY 11971 Test Date 11/10/2022 Building Permit M 46049 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID 4 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building:Envelope Tightness Volume Calculation : Check M. Floor Area. Volume ❑Conditioned Basement Basement 1077 8616 ❑Conditioned Crawl space 1st 1077 10770 ❑Sealed Attic 2nd 1252 12472 *The conditioned floor area of dwelling is calculated in 3`d 0 r ce with ANSI Z765,except that conditioned floor Attic 7567 area Intl des areas where the ceiling height Is less than 5 Total Volume 39425 0ft' CFM @50 pa 1542 Air changes/hr pa 2.35 Code Compliance: Pass Duct Tightness: Post Constructs n Test ota t Leakage System-1: 1st Floor Aj Duct Location Basement Floor Area Leakage CFM @ 25pa N/A CFM/100 tip CFA N/A Code Compliance: Exem t System-2: 2ndYloor Duct Location Attic Floor Area Leakage CFM @ 25pa N/A CFM/100 ft2 CFA N/A Code Compliance: Exempt System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA Code Compliance: All building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4. Signature: . Date: 11/10/2022 Christopher Silvia,Home Energy Solutions Load Short Form Job: 406 Williamsburg Drive HSME ENERGY Date: 11/11/2022 SOLUTIONS Entire House By: Jonathan Vasquez Home Energy Solutions 187E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.mm Project • . • For: 405 Williamsburg Drive, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(OF) 8 84 Method Simplified Inside db(OF) 72 75 Construction quality Tight Design TD(OF) 64 9 Fireplaces 2(Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/ib) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) AHU1-1ST FLOOR 1082 23702 16113 800 800 AHU2-2ND FLOOR 1393 25194 14143 800 800 Entire House 2475 48896 30365 1600 1689 Other equip loads 9079 1277 Equip. @ 1.00 RSM 31641 Latent cooling 4329 TOTALS 2475 57976 35970 1600 1689 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Afi- wrightso t' 2022-Nov-1716:49:41 �.. ..,„•, ..,�, Right-Suite®Universal 2022 22.0.05 RSU20822 Page 1 ...amsburg Drive1405 Williamsburg Drive ManJSD.rup Cale=MJ8 House Front faces: W Load Short Form Job: 406 Williamsburg Drive H r i E ENERGY A H U 14 S T F'L O O R Byte: 1111112022 Jonathan Vasquez S�t UTION% Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • . • For: 405 Williamsburg Drive, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(OF) 8 84 Method Simplified Inside db(OF) 72 75 Construction quality Tight Design TD(OF) 64 9 Fireplaces 2(Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN, INC. Make Rheem Trade H2O COIL Trade RHEEM Model NCB-240/130H+H2O-2-1224-03 COIL AT 140F Cond RA1624AJl NA AHRI ref 205400818 Coil RH1T2417STANJA AHRI ref 7940891 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 130000 Btuh Sensible cooling 16800 Btuh Heating output 28303 Btuh Latent cooling 7200 Btuh Temperature rise 32 OF Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.034 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (it2) (Btuh) (Btuh) (cfm) (cfm) MUD/LAUNDRY 118 4759 2887 161 143 LIVING ROOM 377 8037 5361 271 266 FOYER 162 3039 2894 103 144 KITCHEN/DINING 343 4933 3380 167 168 PANTRY 38 1196 854 40 42 BATH 1 45 1736 737 59 37 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrightsoft' 2022-Nov-1716:49:41 �- ...,a.,.....�...�,.,-,-« Right-Sufte®Universal 202222.0.05RSU20822 Paget ...amsburg DdveWO5 Williamsburg Drive ManJSD.rup Cale=MJ8 House Front faces: W AHU1-1ST FLOOR 1082 23702 16113 800 800 Other equip loads 3511 1224 Equip. @ 1.00 RSM 17337 Latent cooling 3149 TOTALS 1082 27214 20486 800 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. nigh 2022-Nov-1716:49:41 ,tea•, ..��, Right-Suitee Universal 2022 22.0.05 RSU20822 Page ALt+R ...amsburg Drive1405 Williamsburg Drive ManJSD.nip Calo=MJ8 House Front faces: W Load Short Form Job: 406 Williamsburg Drive H p Ai E ENERGY Date: 11/11/2022 SOLUTIONS AHU2-2ND FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 405 Williamsburg Drive, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(OF). 8 84 Method Simplified Inside db(OF) 72 75 Construction quality Tight Design TD (OF) 64 9 Fireplaces 2 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN, INC. Make Rheem Trade H2O COIL Trade RHEEM Model NCB-240/130H+H2O-3-1520-06 COIL AT 140F Cond RA1624AJl NA AHRI ref 205400818 Coil RHIT2417STANJA AHRI ref 7940891 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 130000 Btuh Sensible cooling 16800 Btuh Heating output 36197 Btuh Latent cooling 7200 Btuh Temperature rise 41 OF Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.032 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.80 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) MASTER SUITE 515 10715 6762 340 332 REST OF 2ND 878 14479 11328 460 556 AHU2-2ND FLOOR 1393 25194 14143 800 800 Other equip loads 5568 1513 Equip. @ 1.00 RSM 15657 Latent cooling 3797 TOTALS 1393 30762 19453 800 l 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�- wriglhtsofto 2022-Nov-1716:49:41 Right-Suite®Universal 2022 22.0.05 RSU20822 Page /16it+A ...amsburg Drive4405 Williamsburg Drive ManJSD.rup Cale=MJ8 House Front faces: W Load Short Form Job: 406 Williamsburg Drive H+s M E ENERGY Date: 11/11/2022 SOLUTIONS MASTER SUITE By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com • • • For: 405 Williamsburg Drive, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Inside db(OF) 72 75 Construction quality Tight Design TD (OF) 64 9 Fireplaces 2(Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) MASTER BEDROOM 322 6916 5902 220 290 MASTER BATH 116 1997 629 63 31 WIC 77 1803 231 57 11 MASTER SUITE 515 10715 6762 340 332 Other equip loads 0 0 Equip. @ 1.00 RSM 6762 Latent cooling 863 TOTALS 1 515 1 10715 1 7624 1 340 1 332 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. . wrilgNtsaft° RihtS 2022-Nov-1716:49:41 g - uitenversa .0. ®Ui 12022 2205 RSU20822 Page 5 X& ...amsburg Ddve1405 Williamsburg Drive ManJSD.rup Cale=MJ8 House Front faces: W Load Short Form Job: 406 Williamsburg Drive H®ME E14ERGY Date: 11/11/2022 SOLUTION6 REST OF 2ND By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 405 Williamsburg Drive, Southold, NY 11971 Designinformation Htg Clg Infiltration Outside db(OF) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 2(Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/ib) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade nla Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) BATH 2 52 824 853 26 42 BEDROOM 3 167 3360 3154 107 155 BEDROOM 4 164 3166 1190 101 58 HALL 185 1946 644 62 32 BEDROOM 2 164 2601 2626 83 129 OTB 145 2583 2862 82 141 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightroft- 2022-Nov-1716:49:41 yy+t+� Right-Suite®Universal 2022 22.0.05 RSU20822 Page Al+l+ii ...amsburg Drive%405 Williamsburg Drive ManJSD.rup Calc=MJ8 House Front faces: W REST OF 2ND 878 14479 11328 460 556 Other equip loads 0 0 Equip. @ 1.00 RSM 11328 Latent cooling 1329 TOTALS 878 i 14479 12658 460 l 556 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrright soft- 2022-Nov-17 16:49:41 Right-Suited Universal 2022 22.0.05 RSU20822 page 7 ...amsburg Drive1405 Williamsburg Drive ManJSD.rup Cale=MJ8 House Front faces: W FN4 Basement 8" 6" r 1 I 18x8 I 8x8 I x v m x N 7" 7„ 6" 6" I 6" I 8x8 J I BASEMENT 5' 7„ 8" aim Mechanlcai Legend �-m--1 ; Sheet Metal Supply Trunk 1- -- -n- - - ---j Sheet Metal Retum Trunk Flex Duct i Supply Gdlle/Register { GdllelRegister Above 2. Es I Wall GNletRegister Job#: 405 Williamsburg Drive Home Energy Solutions Scaie: 1 : 83 Performed by Jonathan Vasquez for: Page 1 Williamsburg Drive 187 E Main St RightSuits@ Universal 2022 405 William Southold, sb rg Drive Huntington,NY 11743 22.0.05 RSU20822 Phone:631-673-0664 2022-Nov-17 16-49,47 home-energysolutions.com gdlamay3@gmall.com ...05 Williamsburg Drive ManJSD.ruF I IN l 1st Floor 161 ofm 59'cfm MUD/LAUNDRY BATH 1 ®;90 cfn 90 cftn 56 cfm 56 cfm' GARAGE KITCHEN/DINING 56cfm LIVING ROOM y PANTRY 800 cfn " 42 cfm1' FO YER, ®90 cfm F ®144 cfm Mechanical Legend ��--�• 'I Sheet Metal Supply Trunk �- -- ———---- Sheet Metal Return Trunk Flex®uct C=- EXI ! Supply Grille/Register to I Grille/Register Above 1 Walt G61WRegister Job#: 406 Williamsburg Drive Home Energy Solutions Scale: 1 : 83 Performed by Jonathan Vasquez for: Page 2 Williamsburg Drive 187 E Main St RightSuite®Universal 2022 405 William Southold, sb rg Drive Huntington,NY 11743 22.0.05 RSU20822 Phone:631-673-0864 2022-Nov-17 16-49.47 home-energysolutions.com gdlamay3@gmaii.com ...05 Williamsburg Drive ManJSD.rup 1 IN 2nd Floor MASTER BEDROOM 145 cfm BEDROOM 4 Tc ASTER BATH 101 c&n 63 cfin 145 cfin e � 7' HALL 556cfn14 16 10" 6" 8" 8„ 57 cfm 6" 6" 16 x 10 6x10 10x10 10 6x10 5" „J.,,10 129 cfm g^ 42 cfm WIG BEDROOM 3 141 cfm BEDROOM 2 155 cfin BATH 2 OTB Mechanical Legend Sheet Metal Supply Trunk f- — --—- ; Sheet Metal Return Trunk Flex Duct ± ±x1 ( Supply GrillefRegister Grille/Register Above J j Wall Grille/Register Job#: 406 Williamsburg Drive Home Energy Solutions Scale: 1 : 83 Performed by Jonathan Vasquez for: Page 3 Williamsburg Drive 187 E Main St RightSuite®Universal 2022 405 William Southold, sb rg Drive Huntington,NY 11743 22.0.05 RSU20822 Phone:631-673-0664 2022-Nov-17 16:49:47 home-energysolutions.com gdlamay3@gmail.com ...05 Williamsburg Drive ManJSD.rup Manual S Compliance Report Job: 406 Williamsburg Drive H(JM E ENERGY Date: 11111/2022 SOLUTIONS AHU14ST FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 405 Williamsburg'Drive, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 17337 Btuh Entering coil DB. 76.7°F Outdoor design WB: 71.2°F Latent gain: 3149 Btuh Entering coil WB: 63.8°F Indoor design DB: 75.0°F Total gain: 20486 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1624AJ1NA+RH1T2417STANJA Actual airflow: 800 cfm Sensible capacity: 17000 Btuh 98%of load Latent capacity: 5800 Btuh 184%of load Total capacity: 22800 Btuh 1110/o of load SHR: 75% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 27214 Btuh Entering coil DB: 65.8°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: NAVIEN, INC. Model: NCB-240/130H+H2O-2-1224-03 COIL AT 140F Actual airflow: 800 cfm Output capacity: 28303 Btuh 104%of load Meets all requirements of ACCA Manual S. -0 wrightsO� 2022-Nov-1716:49:41 ti �l� ..n..,a......d,.s.._, Right-Suite®Universal2022 22.0.05 RSU20822 Page 1 AM ...amsburg DrivelA05 Williamsburg Drive ManJSD.rup Cale=MJ8 House Front faces: W Manual S Compliance Report Job: 406 Williamsburg Drive HOME ENERGY M N Date: 11/11/2022 SOLUTIONS AHU2-2ND FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 405 Williamsburg Drive, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 15657 Btuh Entering coil DB: 76.8°F Outdoor design WB: 71.2°F Latent gain: 3797 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 19453 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1624AJ1NA+RH1T2417STANJA Actual airflow: 800 cfm Sensible capacity: 17000 Btuh 109%of load Latent capacity: 5800 Btuh 153%of load Total capacity: 22800 Btuh 117a/o of load SHR: 75% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 30762 Btuh Entering coil DB: 65.4°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: NAVIEN, INC. Model: NCB-240/130H+H2O-3-1520-06 COIL AT 140F Actual airflow: 800 cfm Output capacity: 36197 Btuh 118%of load Meets all requirements of ACCA Manual S. 1 �i.,.. wrightso , 2022-Nov-1716:49:41 �'T� ,.,,.-�.k... Right-Suite®Universa1202222.0.05 RSU20822 Paget �+ ...amsburg Drive%405 Williamsburg Drive ManJSD.rup Calc=MA House Front faces: W Duct System Summary Job: 406 Williamsburg Drive IH®ME ENERGY Y Date: 11/11/2022 SOLUTIONS AHU14ST FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 405 Williamsburg Drive, Southold, NY 11971 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.29 in H2O 0.29 in H2O Available static pressure 0.41 in H2O 0.41 in H2O Supply/return available pressure 0.294/0.116 in H2O 0.294/0.116 in H2O Lowest friction rate 0.085 in/100ft 0.085 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 480 ft Supply Branch Detail . • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Mati Ln(ft) Ln(ft) Trunk BATH 1 h 1736 59 37 0.123 6.0 Ox 0 VIFx 24.0 215.0 st6 FOYER c 2894 103 144 0.092 8.0 Ox 0 VIFx 33.5 285.0 st5 KITCHEN/DINING c 1127 56 56 0.097 6.0 Ox 0 VIFx 30.0 275.0 st5 KITCHEN/DINING-A c 1127 56 56 0.110 6.0 Ox 0 VIFx 13.0 255.0 st5 KITCHEN/DINING-B c 1127 56 56 0.093 6.0 Ox 0 VIFx 23.0 295.0 st5 LIVING ROOM h 2679 90 89 0.085 7.0 Ox 0 VIFx 49.5 295.0 st5A LIVING ROOM-A h 2679 90 89 0.095 7.0 Ox 0 VIFx 46.5 265.0 st5 LIVING ROOM-B h 2679 90 89 0.087 7.0 Ox 0 VIFx 54.5 285.0 st5A MUD/LAUNDRY h 4759 161 143 0.096 8.0 Ox 0 VIFx 21.5 285.0 st6 PANTRY c 854 40 42 0.090 5.0 Ox 0 VIFx 1 22.8 305.0 st5 Supply Trunk Detail . • - Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st2 Peak AVF 800 800 0.085 800 13.0 8 x 18 ShtMetl st5 Peak AVF 581 620 0.085 797 11.9 8 x 14 ShtMetl st2 st6 Peak AVF 219 180 0.096 493 7.9 8 x 8 ShtMetl st2 st5A Peak AVF 181 177 0.085 407 11.9 8 x 8 ShtMetl sty s1� W ightsoft„ 2022•Nov-1716:49:41 AM ,�,.,.� ,.. ,,,t, Right-Sufte®Universal 2022 22.0.05 RSU20822 Pagel amsburg DriveW05 Williamsburg Drive ManJSD.rup Calc=MJ8 House Front faces: W DetailReturn Branch Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Mat[ Trunk rb1 Ox0 800 800 135.3 0.085 655 16.0 8x 22 ShMt vwrig 2022-Nov-1716:49:41 Right-Suite®Universal 2022 22.0.05 RSU20822 Page ...amsburg Drive1405 Williamsburg Drive ManJSD.rup Calc=MJ8 House Front faces: W Duct System Summary Job: 406 Williamsburg Drive liQQ N E ENERGY Y J Date: 11/11/2022 SOLUTIONS AHU2-2ND FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 405 Williamsburg Drive, Southold, NY 11971 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.35 in H2O 0.36 in H2O Available static pressure 0.35 in H2O 0.35 in H2O Supply/return available pressure 0.247/0.103 in H2O 0.247/0.103 in H2O Lowest friction rate 0.099 in/100ft 0.099 in/100ft Actual air flow 800 cfm 800 cfm Total effective length(TEL) 354 ft SupplyDetail Table Design Htg Cig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Mat[ Ln(ft) Ln (ft) Trunk BATH 2 c 853 26 42 0.121 5.0 Ox 0 VIFx 13.5 190.0 st3 BEDROOM 2 c 2626 83 129 0.107 8.0 Ox 0 VIFx 16.0 216.0 st4 BEDROOM 3 c 3154 107 155 0.101 8.0 Ox 0 VIFx 23.5 220.0 st3A BEDROOM 4 h 3166 101 58 0.102 7.0 Ox 0 VIFx 32.5 210.0 st3A HALL h 1946 62 32 0.112 6.0 Ox 0 VIFx 19.8 200.0 st3 MASTER BATH h 1997 63 31 0.114 6.0 Ox 0 VIFx 16.8 200.0 st4 MASTER BEDROOM c 2951 110 145 0.106 8.0 Ox 0 VIFx 37.0 195.0 st4 MASTER BEDROOM-A c 2951 110 145 0.099 8.0 Ox 0 VIFx 29.8 220.0 st4A ors c 2862 82 141 0.114 8.0 Ox 0 VIFx 5.8 210.0 st3 We h 1803 57 11 0.103 6.0 Ox 0 VIFx 29.5 210.0 st4A SupplyDetail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st3 Peak AVF 377 427 0.101 616 10.0 10 x 10 ShtMetl st1 st4 Peak AVF 423 461 0.099 664 10.3 10 x 10 ShtMetl st1 st3A Peak AVF 207 213 0.101 512 10.0 10 x 6 ShtMetl st3 st4A Peak AVF 167 156 0.099 401 10.3 10 x 6 ShtMetl st4 st1 Peak AVF 800 889 0.099 800 13.8 10 x 16 ShtMetl wriglhtsoft, 2022-Nov-1716:49:41 AM Right-Suite®Universal 2022 22.0.05 RSU20822 Page amsburg DriveW05 Williamsburg Drive ManJSD.rup Calc=MJ8 House Front faces: W TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 340 332 104.5 0.099 624 10.0 Ox 0 VIFx rt1 rb2 Ox 0 460 556 84.5 0.122 521 14.0 Ox 0 VIFx rt1 Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt1 Peak AVF 800 889 0.099 636 16.0 0 x 0 VinlFlx wrightsofl, 2022-Nov-1716:49:41 Right-Sude®Universal 2022 22.0.05 RSU20B22 Page ...amsburg Drive1405 Williamsburg Drive ManJSD.rup Calc=MJB House Front faces: W .) ' 1♦ `+: i .tir' � � - � I.. � r ; .'►lam w '. 14 rp • _ 1I Boy _ f ,10�::T ; PIP i"Foxj.`dam ; t ~� -f`• '�l 4�L �- Y Rs f Yic S I . \ ..f.•. � Ai �-f MW � f ' M -err:.: i�.►_�'-,'.- . I �:. Of pp , .1 •r� n - y ft�4Y 7�♦ � j � Y x ♦<+? � _i �j . #4 r e{t h _ 7 JE 't .. 1}� r� ��r � :• � -y � +�. "•-�� _ gat _ as `- v ;5 f , r `` ,• s� Z i , '" pr rZrrt`Fj .` i�, • '•h... 1��• _tib i00 t tr 1 � ar 0-r� � • PA ,tIA Att t � r� � if �.' tea ; �� }'a��{ •.,K ►� —. ,`r• y'� Sri ! •�'�� e � ..�r� . �. �a :( d s�•, .4iAA „ ��J•sY'� ,_ • °. '! � 4 .�� �•x ` t tag 4. -` flr.M. , • 'IS• Dr TgsY i�� "T.` '7_�+, t+ V - K ,+•S.^ At � ' f ••R.a � / v FOUNDATION(1ST ` --- FOUNDATION 1 MMME INSULATION PER N.Y. STATE ENERGY CODE �Y'�� ��►L�J al�� m©�L�►tlT��—.VA .•� 26MI f� ® q WOMEN• i [ �* - ao•A�FFoi�cooy . TOWN OF SOUTHOLD-BUILDING DEPARTMENT w Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802' Fax (631) 765-9502 https://www.southoldtomm.gov, For Office Use Only i Date Received `r `J 11 LE-11 PERMIT NO. Building Inspector: ct I ) Applications and forms must be filled out in their entirety. Incomplete applications DEC - 8 2020 will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. B J7a.' . r R--, ` • io3T i TFS 1eif✓ `APPLICATION-FOR BUILDIN . J IL'.i r�;"4 PERMIT: Date:' ': :. �� " '" OWNERS)OF PROPERTY.- Name: Tax Map#:SCTM#1000- Physical Address: -- i ��- h?S Phone#: Email: Mailing Address: C�r-r, C,,?,- ( U/G�S�!�` CONTACT PERSON: Name_C11�(.�.rOYY�GI Mailing Address: -p� Phone Email: Gd�hO S (o2 Ck01 •C C)M .:DESIGN PROFESSIONAL INFORMATION:: Name: C V)UUX .`1MOYYlGS - - Mailing Address: P0 Phone#: CONTRACTOR INFORMATION: ., Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION D<New Structure ❑Addition ❑Alteration ❑Repair El Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes,l]No Will excess fill be removed from premises? ❑Yes ❑No PROPERTY INFORMATION Existing use of property: Lei- ' Intended use of property: S� �Q �Gmi I-q H0YY)2 . \ Date of Purchase: q _ r Name of Former Owner: o i Zone or use district in which premises is situated: �. Are there any covenants and restrictions with respect'to this property? ❑Yes ❑No''IF YES; PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm iwater issues as provided by Chapter 236 of the Town Code. 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,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises,and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal.Law. Application Submitted By(print name): �ltorized Agent ❑Owner _i.. Signature of Applicant: Date: e _ STATE OF NEW YORK) rl �S. COUNTY OF C� being duly sworn,deposes and says that(s)he.is the applicant - (Name of individual signing contract)above named, O �G - he is the (Contractor, gent, rporate Officer,etc.) of said owner or owners,and is duly authorized.to-pe orm 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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this, 1 day of 2010 _ o ry Pu is Erin Murphy-Apicello Notary Public State of New York PROPERTY OWNER AUTHORIZATION County of.Suffolk REG#01 MU6090387 (Where the applicant is not the owner) Expires April 14,20a I, '�'r►D� Wv►e--_ residing at ` d-41A&)h 6kl tJ IIGSD _. do hereby authorize G� zM � - --to apply on my behalf to the Town of Southold Building Department for approval as described herein. l/ �L Owner's Signature bate` I Agra, r1r1WW--, foll;ca of Now York No.011K j Print Owner's Name Q&W~ln_Namu_Oounty j R:omeeelwkn Moeea Dec 20,Za I Building Department Application =f. AUTHORIZATION (Where the Applicant is not the Owner) I, "Oh �14W-- residing at alecf4LP—Or. (Print property owner's name) (Mailing Address) 10 56 do hereby authorize b1'iyT�CAc—� l� (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) / � /1 ;D l J'� (,6 v rint Owner's Name) �WOOCHUL KIM Alotery PubMc,&NO of Mw York No.01KM232M9 0MIMed In Abswu County Commission Expires Pee 20,20 Y" rt)f'�}} t/IV�• (}� 3t s /{ ��y� 4i .�- l A d ` i J ` I \)1 ` 1, k! y ,l(Ni�'17 VYr'fj�rl `�5t,111 I11j1 r� t „fY YYJ��.{i <x7.a '•S-,�j1•'VYY 111�'lli� •x- ;({t��� 1V .N} �(I�f41�1 V l��at,•,'' ..�f�Mi ``)V—iX ......fr�....iw-g, ,1% y sr..; }I ftt�� ;r +,, ;r y. 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J1��. r,%�,,\ CCs,, v�/�}Y r�tf� �'�'�/��" it +!//•�•�'.�� ) J<1';t�trdt:y��i�� \��,t�•.;,`',T,/,:is�f� _�3 \/��.� , r 't$' t �� •'�J' V•, i ��•�� lS ""y. �� �� r .'4.c„l1[/� �PYYY r.:,i% I 1W`-as1 L� \ yi f Ili l /y J'!':' +f{�.II lI�iyl ,.((,{/.•, tt•. wL--.u. -L4yv4;:it''M'r r'�t.u;� .'S e�S; \.y Il 1�°S��C��a� ��)r -•`itEt1'YN)�I��i! fi,•- 7�'tt(�`\�"����,j7)J!1' 'gy,`���(�1�+5"kl��,�l"�•s,.t.,,,sG�.'lt;tyi ��'t},�)�,b"�r�l a�lff•(I��4Y��)']j�)1✓j., �+x.. � ,� _.a• ,� ,. ,t. UL, �rMf lA la i_'Y .t r, 1`�s�C{N !. ai,:,..N 1 r \1,C .se. `.iiiiSa`' ��}i8)� 'r?i d'Ar. ,`'lmli h0ivr�'' '<Yii 1 -•i}r7 ' 'i L�111;i1i1C1 e►.LV1i11t1V, V IGC-r[gaiuu111. /`v P.O.BOX 1179 John M.Sredemeyer III J Southold,New York 11971 A.Nicholas Krupski v' Telephone(631; 766-1892 Greg Williams' �� Fax(631)766-6641 N1`I,N . BOARD:OF TOWN TRUSTEES TOWN OF SOUTHOLD July 16, 2020 Cheryl L. Hansen 305 S. Windsor Drive Arlington Heights, IL 60004 RE: CHERYL L. HANSEN REVOCABLE TRUST 406 WILLIAMSBERG ROAD, SOUTHOLD SCTM# 1000-78-5-17 Dear Ms. Hansen: The following action wars taken by the Southold Town Board of Trustees at their Regular Meeting held on.Wednesday, July 15, 2020: RESOLVED that the Southold Town Board of Trustees grants a One-:Year Extension to. Wetland Permit 49283 as issued on July 18, 2018. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, , en3 Idsmith President, Board of Trustees GG:dd , TOO/TOO In XVd 92:60 OZOZ/OC/LO Glenn Goldsmith,President 0�so yo Town Hall Annex A.Nicholas Krupski,Vice President �� lQ 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly G Q Elizabeth Peeples Telephone(631) 765-1892 OIyCU Fax(631) 765-6641 �e BOARD OF TOWN TRUSTEES 0� TOWN OF SOUTHOLD October 20, 2023 Anthony & Beatrice Falcone 6 Terrace Drive Port Washington, NY 11050 RE: 406 WILLIAMSBERG ROAD, SOUTHOLD SCTM#: 1000-78-5-17 Dear Mr. and Mrs. Falcone: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, October 18, 2023. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9283 for an as-built three (3)story deck, each deck being 30'x 8.1'; with 6'x4'6" steps from first floorideck to yard; pervious 16'6"x30'8"stone patio constructed of 24"x24" 1"thick natural stone squares laid with 6" spacing, built on top of compacted sand and stone dust with synthetic turf laid in between the spacing; 3.5'x5.3' outdoor shower against rear of dwelling, and as depicted on the survey prepared by Peconic Surveyors, P.C., last dated September 20, 2023, and stamped approved on October 18, 2023. fl Any other activity within 100' of the wetland boundary requires a permit from this office. This-is nat an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, 4 n" G nn�GoI smith President, Board of Trustees GG/dd ° b Glenn Goldsmith,President Nxq SoUl Town Hall Annex A.Nicholas Krupski,Vice President �O� Ol0 54375 Route 25 ki P.O.Box 1179 Eric Sepenos Southold,New York 11971 Liz Gillooly Elizabeth Peeples O Teleph( j 7�5-]�94�n �ycoUM'1,�� �47� V JUN 1 2 2024 BOARD OF TOWN TRUSTEES ent TOWN OF SOUTHOLD 13u;lclinq 0epart!'n Town of SOV' did CERTIFICATE OF COMPLIANCE 2098C Date: October 18 2023 _ THIS CERTIFIES that the construction of a 2,400sq.ft.two-stork single-family dwelling,new sanitary system;and proposed driveway;with the condition of the installation of gutters to leaders to drywells to contain roof run-off;existing three(3)story deck,each deck being`30' x 8.1%with 6'x4'6"steps from first floor deck to ward;pervious 16'6"x30'8"stone patio constructed of 24"x24" 1"thick natural stone squares laid with 6"spacing,built on top of compacted sand and stone dust with synthetic turf laid in between the spacing,3.5'x5.3' outdoor shower against rear of dwelling; At 405 Williamsberg Road, Southold Suffolk County Tax Map#1000-78-5-17 Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 3,2018 pursuant to which Trustees Wetland Permit#9283 Dated July 18,2018,was issued and Amended on October 18,2023 and conforms to all the requirements and conditions of the applicable provisions of law; The project for which a this certificate is being issued is for the construction of a 2,400scft.two-story,single-family dwelling; new sani!M Ustem_and proposed driveway;with the condition of the installation of gutter&to leaders to. drywells to contain roofrun-off existin tlg ►ree"(3�story deck each deck beiri '30'x 8.1' with'6'x4'6" steps from first floor deck to yard;pervious 16'6"x30'8"stone patio constructed of 24"x24" 1"thick natural stone squares laid with 6"spacing,built on top of compacted sand and stone dust with synthetic turf laid in between the spacing; 3.5'x5.3' outdoor shower against rear of dwelling. b The certificate is issued to Anthony&Beatrice Falcone owner of the aforesaid property. 0 4A Authorized Signature s ` lomw NSW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03528 PERMIT Under the Environmental Conservation Law ECL Pertnittee and Facility Information Permit Issued To: Facility: CHERYL.HANSEN HANSEN PROPERTY 305 SOUTH WINDSOR DR 405 WILLIAMSBURG RD ARLINGTON HEIGHTS, IL 60004-6751 SOUTHOLD,NY 11971 (631) 765-9083 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 716.31 NYTM-N: 4546.39 Latitude: 41902'24.1" Longitude: 72°25'35.6" .Authorized Activity: Construct single.family dwelling and pervious driveway. Install sanitary system. All work must be done in strict accordance with the attached.plans stamped "NYSDEC Approved"on Tidy 12, 2016. Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID-1-4738-03528/00005 New Permit Effective,Date: 1/1-2/2016 Expiration Date: 7/12/202-1 NYSDEC Approval By acceptance,of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations;'and-all conditions included as part of this permit. Permit Administrator: GEORGE W HAMMARTH, Deputy Regional Permit Administrator Address: NYSDEC Region.I Headquarters SUNY @ Stony 8rookJ50 Circle Rd Stony Brook',NY 11790 -3409 , Authorized Signature: ate Distribution List Habitat-TW SHERRI L AICHER Page i of 6 NLW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03528 Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS . NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS I. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are filly aware of and understand all terms and conditions of this permit. Within 30 days of conipletion of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 2. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Cheryl Hansen last revised May 9, 2016 and stamped "NYSDEC Approved" on July 12, 2016. 3. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite Tand1ddquately protected from the weather. 4. -Tidal Wetland Covenant The permittee shall incorporate the attached Covenant(or similar Department-approved language)to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed. covenant shall run with the land into perpetuity. A copy of the covenanted-deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Regional Habitat-TW NYSDEC Region'l Headquarters SUNY @ Stony BrooIcI50 Circle Rd Stony Brook;NY11790-3409 Attn: Con-ipliance 5. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any-wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 6. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. Page 2 of 6 Am NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION f/ Facility DEC ID 1-4738-03$28 7. Storage of Equipment,Materials The storage of construction equfpment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 8. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 9. Contain•Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than.48,hours shall'be contained by a continuous fine of staked haybales/silt curtains (or other NYSDEC-approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved'methods. 1 o. Clean Fill;Only All fill shall consist of clean sand, gravel, or soil (not asphalt,slag, flyash, broken concrete or.demolition debris). 1i. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved projedshall be stabilized with appropriate vegetation(grasses, etc.) immediately following project completion or prior to permit expiration,whichever comes first. If the-project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch:or jute matting until.weather conditions favor germination. 12. Area.of Disturbance for Structures. Disturbance to the,natural vegetation or.topography greater than 25 feet seaward of the approved structure is prohibited. 13.-Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable'erosion control devices shall be placed at the landward edge of the buffer area or 501inear'feet from the tidal wetland boundary, or as per the NYSDEC-approved-plan; prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 14. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 100 linear feet,landward of the tidal wetland boundary for immediate on-site recharge. 15. Driveway/Parking Area`of Pervious Material Driveway and parking areas'shallbe constructed of NYSDEC-approved pervious materials. 16.. Sanitary Systems above Groundwater Sanitary system(bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. 17. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the.State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the epartment to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall,without expense to the State, and to such extent acid in such time and mariner as the Department of Page 3 of 6 Am InbNo NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03528 Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former'condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of aiiy-such removal'or alteration. 18. State May Require Site Restoration .If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall,-without-expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. Na claim shall be made against the.State of New York on account of any such removal or alteration. 19. Precautions Against Contamination of Waters All necessary"precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints,concrete, leachate or any other environmentally deleterious materials -associated with the.project. 20. State Not Liable for Damage The State of New York shall in no case be liable.for any damage or injury to the-structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. GENERAL CONDITIONS - Apply to ALL Authorized.Permits: is Facility Inspect on'by The-Department The permitted site or facility, including relevant records, is ;subject to inspection at reasonable hours and intervals by an authorized representative of the Department .of Environmental Conservation(the Department).to determine whether the permttee is complying with this.pennit and the ECL. Such representative may ordenthe work suspended pursuant to.ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the'permit area when requested by the Department: A copy of this permit,including all referenced maps, drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon-request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. Page 4,of 6 Am abow NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 14738-03528 3. Applications For Permit Renewals,Modifications or Transfers: The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such,application must include any forms or supplemental information the Department requires. Any renewal,inodification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be.submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790-3409 a. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit,Modifications,Suspensions and Revocations by the Department The Departinent reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a.: materially false or inaccurate statements in the permit application or supporting papers; b. failure by the,pennittee to comply with any terms or conditions of the permit; c. exceeding the scope of the`project'as'described in the permit application; d. newly discovered material inf6i7nation or a material change.in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applicationsfoi permit transfer should be submitted prior to actual transfer of ownership. y Page 5 of 6 NkW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ''-NEW Facility DEC 1D 14738-03528 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in comiection with the permittee's undertaking of activities in connection with,or operation and maintenance of, the facility or facilities authorized by-the peirnit whether in compliance or not incompliance with the terns and conditions of the pen-nit. This indemnification does not extend to any claims,suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts=or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B:'Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their fosponsibility to comply with this permit, including all special conditions while acting as the pernuttee's agent with respect to the permitted activities, and such persons-shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee., Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is respbiisible for obtaining any other permits, approvals, lands, easements andnghts=of--° way that-maybe required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian•Rights This:permit does not convey to the permittee any right to trespass upon the lands or interfere with the: riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 BUILDING DEPARTMENT- Electrical Inspector may. TOWN OF SOUTHOLD o Town Hall Annex- 54375 Main Road - PO Box 1179 o Ze • Southold, New York 11971-0959 'y O� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrla7southoldtownny.gov seand(c)-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 7 � 2, Company Name �n aC, �-�c— Name: , License No.: email: Phone No: SI b S22 66`4?- ❑I request an email copy of Certificate of Compliance Address.: 7g' ,T JOB SITE INFORMATION (All Information Required) Name: Address: c{oS- Cross Street: AA;"' Phone No.: Bldg.Permit#: L46OLt� email: /UY Tax Map District: 1000 Section: '7S Block: S Lot: J BRIEF DESCRIPTION OF WORK (Please Print Clearly) )SeJ 1^xTwn . iS= H .1 2n6 F t 20-0 A• SeNId— Check All That Apply: Is job ready for inspection?: ❑YES gNO ❑Rough In ❑Final Do you need a Temp Certificate?: [' YES ❑NO Issued On Temp Information: (All information required) Service Size ®1 Ph ❑3 Ph Size: "ZOO A # Meters 1 Old Meter# ful New Service ❑ Service Reconnect ® Underground ❑Overhead # Underground Laterals Z]1 ❑2 ®H Frame ❑Pole Work done on Service? 'lY ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx ec� 9 ------ ----------------- o�g�fFOCkcoG o~� y BUILDING DEPARTMENT-Electrical Inspector H .TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-;PO Box 1179-Southol;d, NY 11971-0959 Telephone(631)765-1802-FAX(631) 765-95 2 Temporary Certificate # 1-y Date 2021 customer Name y df Electrician Namet. v 191�9 Address Phone E;I . e-mail e-mail Phone License# Size A Phase Overhead Underground 4 of Meters Remarks #of Underground Laterals 2 New "H" Frame or Polel P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment., This verification is va' o om the date Zab� Authorized by Rat/( BUILDING DEPARTMENT- Electrical Inspector TOWN'OF SOUTHOLD COz Town Hall Annex - 54375 Main Road - PO Box 1179 o • Southold, New York 11971'-'0959 Telephone (631) 765-1802 - FAX (631)'765-9502 rogerr _southoldtownny.gov seand(cD_s6utholdtownny.«ov APPLICATION FOR ELECTRICAL..INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: z, s. Company Name�__�n 0C,cam,, Name: License No:: T email: �' 1 Phone No: 516 322 66,1?- El request an email copy of Certificate of Compliance Address.: ' ��tl � IJ'( ! 1 3 Z JOB SITE ,INFORMATION (All Information Required) Name: n1� Address: �%kkt Cross Street: Phone No.: .Bldg:.Perrnit#: L4 6 0 K c? email: NY ►A J\ Tax Map District: 1000 Section: `7S Block: 5' Lot: I?- BRIEF DESCRIPTION OF WORK (Please Print Clearly). Check All That Apply: Is job ready for inspection?: ❑YES M NO ❑Rough In ❑Final Do you need a Temp Certificate?: ®YES ❑NO Issued On Temp Information: (All information required) Service Size E1 Ph ❑3 Ph Size: '2,0 O A # Meters 1 Old Meter# New Service ❑ Service Reconnect E Underground ❑.Overhead # Underground Laterals M1 ❑2 EH Frame❑Pole Work done on Service? 'nY ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx PERMIT# r �j nAddress: Switches w Outlets J GFI's Surface (tip . _ . - : . : • . • .. ,. Sconces I D�H H's : . ... .. Fans . _ r . , . .. Fr''rdge 1 Exhaust `%I -Oven C1 A,/`2! v/ /D. C y a� i Smokes DW . � --_ -ti- .._ :-... ._.. ... .. . ...... ._._......... Mini 1 Carbon . icro • Generator;- .Coofetop .. - -.� ~.�ransfeU.l� AC AH. Hood Service . `` ��A;mps -Have ` `Used. Special:_ _. ..:...... Comments: APPEALS BOARD MEMBERS �S'dFFO(,�c 0�, p Southold Town Hall Gerard P. Goehringer,Chairman �� Gym 53095 Main Road James Dinizio,Jr. CIO = P.O.Box 1179 Lydia A.Tortora. 85 Southold,New York 11971 Lora S.Collins y o�� ZBA Fax(516)765-9064 George Horning �Ol �a Telephone(516)765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD November 18, 1999 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: 305 and 405 Williamsburg Drive, Southold (Hansen as Trustee) A .. Dear Mrs. Moore: This will confirm that in reviewing the recent Lot Waiver request, we researched our records and found that these lots were approved January 6, 1972 by the Board of Appeals for lot-size variances under #1485-Szala and #1486-Peters (copies enclosed). The Board determined at our November 18, 1999 meeting that the lots are exempt from merger under Section 100-25C(2), and the Lot Waiver request is not applicable or required. The Lot Waiver application is therefore returned and the $150 application check is being processed for a refund. Very truly yours, GERARD P. GOEHRINGER CHAIRMAN Enclosures cc: Mrs. Cheryl L. Hansen, Trustee Town Clerk Elizabeth Neville Edward Forrester (Building Department) q ' APPEALS BOARD MEMBERS Southold Town Hall Gerard P.Goehringet,Chairman � 53095 Main Road James Dinizio,Jr. P.O.Box 1179 r`, :. Lydia A.Tor�ora � � � Southold,New York 11971 Lora S.Collins /� Sr• ZBA Fax(516)765-9064 George Homing 2°�®� ® x.,..v::TelephQn .:� �b) S,rr .8,09 BOARD OF APPEALS TOWN OF SOUTHOLD Nkmamdum To: Town Clerk Elizabeth A. Neville From: Jerry Goehringer, ZBA Chairman Date: 11/22/99 Re: Refund of Appl.No. 4772(Hansen) ::}}: ............. ? is confirm that by Resolution of the Board adopted November 18, 1999,the following ............. . ......:..... ......... cin vt�...... n: SOLVED,that the Application of Cheryl Hansen as Trustee for a Lot .....:.::.. ......::::.: 'Vaive'be returned and the$150 filing fee refunded, for the reason that the lot was ....i::...:} agtoved and grandfathered under prior ZBA Actions No. 1485 and No. 1486 fanuary 6, 1972. This ZBA action would qualify for an exemption under the merger provisions, at Section 100-25. A copy of this determination shall be furnished to the Building Department for their update. Original filing receipt enclosed for Town Clerk's bookkeeping purposes. i,n�•':tEi4};av`.y?�i�C#ii?t�:.}}}i::i�iki�'i:�.r4.'ii:FYC.vn'v:tf+:, �{x;.x;nvnv,:}:^:tC\tii\:,wi,fti,$4^���•4i:•'rf,+^,.v;}.v44:jk:.,3,�.:\\;:`v'.:;: w:r,,}},,f.tt.,hyvvnfti?CIii,�'.�'�,.�+.3'#:y}}}:,:#}M,,.',)kS$y>•;;w,»3::%2:;a}:,.:;..;,.;.. �•{ v.,k<t;:, #:}.::\;+.%�.y..;;�;:...... ..44:•i:`.t•:w.J�ni:�:;^>:.�v:.i:•r..i,:•:4;£4:•..r/.,;j+,:'�ry yn}}}: ;�'+vit ry:iifiur•..};:.n.}}}:j }:�:}.:;,}.$#iSy yviw tioy:;::::;:j.;t;:;.ir',�,�:}?F:>.t}}}:�.<:�:5'r::4>.,42't:�S^.+:•;:•.i.�n.ci:�(•+`,c't��} ':6 ...y::c}: :gin\�RiSi\•,:%i?�`:}Q:ti-}:,L}t:t•:'•{C'ii:?:;..}�.::•,.:{v}:{:..vr. r.:+h r>}?:}:?Gj}:j!}..y�4•.y.A•,•n�,y�,k,'•,>j;:#j,:.:,:;:?•}::•'.:�Y4: ayf.:,,.:..tn.;.;}.}::r:}Y`,4k.,6,;.,Y��;. ti;� p'nt# xt- :::`tt•;o: .:#' 8: .rO a✓x+>x o a}:w:•'f}�::•:.?<t t.•} a•.'r:•x,...,.r:y'•y:;i #:i:.. i•'v�,�;�:t,�••�ta^c.'S3•.k•#r:K...•!�;)`.:.#r:%>o; .,}t::.�v.,'•:��,}A>:;y,xN�x..;:�;:,:::::n:: ,a'.>•:;Kt:;;}x<ii,,�f�+,:•i. :>i»M,4:j;:�»:acr,>sf::a��.:•.;rty:;enk::..w>,•x....:.. +.�... }+ v;,,•x;url.}$,t:}.:: /K,; }i:,Yi4 ':v.•�i}?a} Fw" {;.�•:\ti::\{ri::!L2;22.}\`tiU.r;k4tiuti#tia iJiv.;:xJ}j03ki::;�iij:�r i{y:+v::�:::iv� v�v.}}� •�'4�h r'•.v+�•.}':Ci%+•:,t{v.:;,+.Sy$:}Sl:C:::\:C:�'IYf<i'4CS:;.:S;G:iit•'.�v»}'�`}�:ti:��$;\?%�}:tti;-'\'t'n�Y'}ii%•..,t>}> i:.:h'..+�.i{o.4�{i,�.4�••:}.r:{:. 1 +�•f.•}Y4'?fi41i\S�:{.:nik)!ini:.k:��i:f�•}.}''fv:fil y�f..v,C:F.��99;tn:^.ki•:>}}nvi:.4:>•.t4:i{^:4:•'/,.?>:•`.ttiw.}�•.:hv�.:Y.:QC;$v;?ti:Yt2:iL:}Y��v7.<.�i,i• <,`:.. '� �4$RR}•.;{l:+.�4:tA}j%�r}r;.tir':yrtv+.},;::.•}\4n'V"�.� it•'.>.•-i '{�it:{:+x,'•tr..x:...t .}:x.�>:S,,w'�,;.;aw,,};.::;.:.vhxa::iu>:.v;.a`>:k.t.••r:v'r . : •?t•'m: C• ::�+•U+��:j,NS{:{Q:y�::,w.,ttti{.{:thhOY MM'SS:S4: :Ch >\\'t•\l.-:4UC:xi{C:i%•\ ,'2'r'.>gt7r:r#%.< �:`,Y.•..<;:},,,R,p?.3•:,�'�`.i ......?.!!:::.i^.'f:•..:.•$.t}l.:.r•$?:i:...:..::.n:Kf.�.•:•i'{t:^..:::!h..�::•:U::tti?F}:t:tW>:•.�My:L:•iv}};•ik•:K•S4CxUYk}.4>:fi:ii}r>}i}>:4 TOWN OF SOUTHOLD, NEW YORK DATE ...... a n,....6 s 1972 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 1485 Dated December 8, 1971 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Thomas Szala Appellant Box 299 B Southold, New York at a meeting of the Zoning Board of Appeals on January b, 1972 the appeal was considered and the action indicated below was taken on your ( ) Request for variance due to lack of access to property ( ) Request for a special exception under the Zoning Ordinance (X) Request for a variance to the Zoning Ordinance 1. SPECCIAL EXCEPTION. By resolution of the Board it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article .................... Section .................... Subsection paragraph .................... of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because 8:00 P.M. (E.D.S.T.), upon application of Thomas Szala, Box 299 B, Southold, New York, for a variance in accordance with the Zoning Ordinance, Article III, Section 303, and Article X, Section 1000A, for permission to divide property and set off lots with insufficient frontage. Location of property: east side of private road (Williamsburg Drive) off south side of Bayview Road, Southold, New York, bounded north by Stanley Peters, east by canal south by J. F. Grathwohl, west by private road (Williamsburg Drive- Fee paid $5.00. 2. VARIANCE.By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because SEE REVERSE (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property and in the same use district because SEE REVERSE (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because SEE REVERSE and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector( ) be confirmed ( ) be reversed. SEE REVERSE ;If,t _; ZONING BOARD OF APPEALS FORM ZB4 '(jqZ,, 11'. / ►ar o6rie McDermott Secretary C P,;Z a S / Sou hold Town Board of Appeals After investigation and inspection the Board finds that applicant requests permission to divide property and set off lots with insufficient frontage located on the side of side of w private road (Williamsburg Drive), off Road, Southold, New York. The findings of the Board are that applicant is the owner of a pie-shaped lot. The land has been divided so that the frontage of each lot is about 84 feet, plus or minus, and the rear of each lot is 100 feet, plus or minus. The area of each lot is over 34,000 sq. ft. which was more than the minimum required at the time the application was made. The Board agrees with the reasoning of the applicant who is applying under the old Ordinance. The Board finds that strict application of the Ordinance would produce practical difficulties- Or unnecessary hardship; the hardship created is unique and would not be shared by all properties alike in the immediate vicinity of this property and in the same use district; and the variance will not change the character of the neighborhood, and will observe the spirit of the Ordinance. THEREFORE IT WAS RESOLVED Thomas Szala, Box 299 B, Southold, New York, be GRANTED permission as applied for to divide property and set off lots with insufficient frontage on the east side of private road (Williamsburg Drive), off south side of Bayview Road, Southold, New York. Vote of the Board: Ayes:- Messrs: Gillispie, Bergen, Grigonis, Hulse, Doyen. a-Z G l �11:, ��� TOWN OF SOUTHOLD, NEW YORE DATE....�an. 6, 1972 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 106 Dated December 8, 1971 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Stanley & Catherine Peters Appellant 41-02 Vernon Blvd. Queens, New York at a meeting of the Zoning Board of Appeals on the appeal was considered and the action indicated below was taken on your ( ) Request for variance due to lack of access to property ( ) Request for a special exception under the Zoning Ordinance (X) Request for a variance to the Zoning Ordinance 1. SPECIAL EXCEPTION.By resolution of the Board it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article .................... Section .................... Subsection .................... paragraph .................... of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because 6:15 P.M. (E.D.S.T.), upon application of Stanley & Catherine Peters, 41-02 Vernon Blvd., Queens, Now York, for a variance in accordance with the Zoning Ordinance, Article III, Section 303, and Article X, Section 1000A, for permission to divide property and set off lots with insufficient frontage. Location of property: east side of private road (Williamsburg Drive), off South side of Bayview Road, Southold, Now York, bounded north by Robert Berg, east by canal, south by T. Szala, west by private road (Williamsburg Drive) . Fee paid $5.00. 2. VARIANCE.By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because SEE REVERSE (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property and In the same use district because SEE REVERSE (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because SEE REVERSE and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector ( ) be confirmed ( ) be reversed. SEE REVERSE 7 Z ING BOARD OF APPEALS FORM ZB4 _`� Marjofie McDermott, Secretary �� �/ Southold Town Board of Appeals After investigation and inspection the Board finds that applicant requests permission to divide property and set off lots with insufficient frontage located on the east side of private road (Williamsburg Drive) off south side of Bayview Road, Southold, New York. The findings of the Board are that this is an equitable division of property as both of the lots have more than the minimum size required under the old Ordinance. The area of each lot is over 14,000 sq. ft. The Board agrees with the reasoning of the applicant, who is applying under the old Ordinance. The Board finds that strict application of the Ordinance would produce practical difficulties• or unnecessary hardship;. the hardship created is unique and would not be shared by all properties alike in the immediate vicinity of this property and In the same use district; and the variance will not change the character of the neighborhood, and will observe the spirit of the Ordinance. THEREFORE IT WAS RESOLVED STanley & Catherine Peters, 41-02 Vernon Blvd. , Queens, New York, be GRANTED permission as applied for to divide property and set off lots with insufficient frontage on property located on the east side of private road (Williamsburg Drive) off south side of Bayview Road, Southold, New York. Vote of the Board: Ayes:- Messrs: Gillispie, Bergen, Grigonis, Hulse, Doyen. �E iE iE ee �4g�FfOLk • Southold Town Board of Appeals MAIN ROAD- STATE ROAD 25 SOUTHOLD, L.I.. N.Y. 11971 TELEPHONE(516)765.1809 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 3347 Application Dated March 20, 1985 TO: [Appellant(s)] Mrs. Alice Szala Mr. Stanley Karanewski , as agent c/o Four Sails Realty At a Meeting of the Zoning Board of Appeals held on June 13, 1985, the above appeal was considered, and the action indicated below was taken on your [XXQ Request for Variance Due to Lack of Access to Property New York Town Law, Section 280-a [ ] Request for Special Exception under the Zoning Ordinance Article , Section ( ] Request for Variance to the Zoning Ordinance Article Section [ ] Request for Application for ALICE SZALA by Stanley Karanewski , P.O. Box 498, Cutchogue, NY 11935, for a Variance pursuant to New York Town Law, Section 280-A for approval of access over a private right-of-way known as "Williamsburg Drive," located off the South Side of Main Bayview Road, Southold, NY, to premises identified on the Suffolk County Tax Maps as 1000-78-05-17. WHEREAS, a public hearing was held and concluded on June 13, 1985, in the Matter of the Application for ALICE SZALA under Appeal No. 3347, at which time no objections were received for the record; and WHEREAS, the board members have considered all testimony and documentation entered into the record in this matter, including the March 27, 1985 Road Inspection Report No. 437 prepared by John W. Davis as requested by the Z.B.A. ; and WHEREAS, the board members are familiar with the property and the area in question; and WHEREAS, the board made the following findings of fact: 1 . The property to which applicant is requesting approval of access to is located in an "A-Residential and Agricultural" Zoning District and is more particularly shown on the Suffolk County Tax Maps as District 1000, Section 78, Block 05, Lot 17. 2. The right-of-way in question is located along the southerly side of Main Bayview Road having a legal width of 50 feet and extending in a southerly direction 457± feet from Main Bayview Road to the parcel in question. (CONTINUED ON PAGE TWO) DATED: June 24, 1985. CHAIRMAN, SOUTHOLD TOWN ZONING BOARD OF APPEALS Form ZB4 (rev. 12/81) Page 2 - Appeal No. 3347 .;-Matter of ALICE SZALA ' Decision Rendered June 13, 1985 3. Existing road conditions are as follows: 122 ft. length beginning 10' from Main Bayview Road; loamy sand and gravel recently graded for a 20' + width. One new catch basin 40 ft. 61 ft. length - Sand and loam 20+ ft. in width; 88 ft. in length - Course gravel 3± inches in depth and 13 ft. width; 80 ft. length - Sand and loam 10 ft. in width; 36 ft. in length - Bluestone and gravel 3± inches in depth and 8± ft. width; 146 ft. length - Partially used, topsoil with grass growth to a stop sign. 533 ft. total length. 4. The access road is in need of improvements, particularly in areas that are unstable, apparently due to prolonged wet condi- tions and spring thaws. In considering this application, the board has determined that the variance be granted as noted below since: (a) this right-of-way appears to be the only ingress to and egress from appellant's properties and it is appellant's contention that this is the legal right-of-way to the premises of record; (b) the relief requested' is not substantial ; (c) there will be no sub- stantial change in the character of the neighborhood or substantial detriment to adjoining properties; (d) the circumstances of this appeal are unique and there is no other method feasible for appel- lants to pursue other than a variance; (e) in view of the manner in which the difficulty arose, justice will be served by allowing the variance, as indicated below. Accordingly, on motion by Mr. Douglass, seconded by Mr. Sawicki , it was RESOLVED, to grant approval of access applied for under Appeal No. 3347 in the Matter of the Application for ALICE SZALA over the private right-of-way referred to as "Williamsburg Drive," located on the south side of Main Bayview Road, SUBJECT TO THE FOLLOWING CONDITIONS: 1 . There shall be a minimum open and unobstructed access width within the legal right-of-way of 16 feet, improved as follows. 2. Place a four-inch compacted course of three-quarter inch (3/4") crowned stone blend throughout on the existing surface. The areas of gravel and bluestone can become part of the four-inch depth of stone blend; and 3. The first 100 ft. or more of the improved access .shall be regraded to make the catch basin (referred to, supra) effective. This will probably require removal of some of the present material prior to the application of stone blend, and 4. The use of recycled (crushed) concrete could be considered as an alternate for the stone blend; and 5. There shall be a clearance of 30 feet at the end of the access road for turnarounds; and Page 3 - Appeal No. 3347 " Matter of ALI'CE SZALA Decision. Rendere_d June 13, 1985 6. This right-of-way shall be maintained at all times in good, satisfactory condition; 7. All of these conditions be met prior to the issuance of any building permit for any lot abutting and requiring legal access over this right-of-way, or June 1 , 1988, whichever shall be first, or this variance shall be deemed void in its entirety, and additional application and updated reviews will be necessary automatically; 8. That the grant of this variance does not become effective until all of the conditions set forth herein have been complied with and accepted by the town in writing and after written request for a final inspection and acceptance; 9. That the Zoning Board of Appeals may make any reasonable exception as in its judgment it deems appropriate under the circum- stances concerning the improvements of this right-of-way. 10. Extension of this right-of-way to lot(s) at the southerly end [past the parcel in question] shall also be subject to the same improvement requirements prior to the issuance of any building per- mit, or June 1 , 1988, (for lots 1000-78-5-10 or 16), as well as widening of the last 30 feet of this right-of-way for turning of emergency vehicles; 11 . This 280-A approval with conditions shall include all lots abutting and requiring access over this right-of-way. Vote of the Board: Ayes: Messrs. Goehringer, Grigonis, Doyen, Douglass and Sawicki . This resolution was adopted by unanimous vote of all the members. 1 k GERARD P. GOEH�Ei/� N_ RECEIVED AND FILED BY June 24, 1985 THE SOUTHOLD TOWN CLERK DATE / /8s HOUR f-a'901? Town Clerk, Town of Sout :., .:} "IR/GNr Off•' WAY., =. e+. n. -43 q i, I � f Lan30 d S a is i �! 3 La pi o Pe-ier-% 7. s _ " . .� �=� •. . ' 6dclsoo�.dyedri �caMat�iDo� - � r 0 � 4W A 5 CL s •".,,: '� - ; , - ... of 4 - ., -;., F .:S.S' fir': •:' � •i �o✓ op%E: `.' I i. �. �©CJ7"'/t'rfQGC?�• 1'�;:•:3'!' e 'i! ✓feo.0 1 � i � - l ?"ra:oa, ti i4;7Qta'' F ..Yia W4. - '` _ `;�, :tit "•' ��.• a {o. � i. , 5 : r ' a i �3 R�y> t•. �IIy�r.>ll-y. 3•t •, jj f� ^' , ' ` ^°"" ' ` �J�m� i��8� �."="�uo�xo��o�u� �"=� March 24, 2021 MAR ~ ~ ---' Town of Southold P.O. Box 1409 Southold, NY11971 RE: Title No: PAC-4405 Owner: Anthony Falcone and Beatrice Falcone, husband and wife Premises: 1000-078.00-05.00'017.000 Dear Sir or Madam: ` Please be advised that Peconic Abstract, Inc. is a duly constituted and authorized agent of Rot Arnehcan Title Insurance Company. As such agent, said Company can act fully on our behalf and in our stead and has the authority to prepare and issue Certificate and Report of Titles, omit title exceptions, collect title insurance premiums and issue Title Insurance Policies and Endorsements thereto. If you have any questions in this regard, please feel free to call me at anytime. Very truly yours, Patricia A. LaPorta, Esq. New York State Counsel Agency Division cc: Peconic Abstract, Inc. 405 Ostrander Avenue P.O. Box 1267 Riverhead, NY 11901 Phone No. (631) 369-O222 nnn Third Avenue,om Floor, New York,mv1omr rELo1x.nn1-6000 ^ p^x 212.922.0881 Title No. PAC-4405 VARIANCE SEARCH JOANN SPAN BURGH-WASKI, BEING DULY SWORN DEPOSES AND SAYS: THAT SHE RESIDES AT 66 VISTA COURT, RIVERHEAD, NEW YORK AND IS OVER THE AGE OF 21 YEARS AND THAT SHE IS THE OWNER OF PECONIC ABSTRACT, INC., AN AUTHORIZED AGENT FOR FIRST AMERICAN TITLE INSURANCE COMPANY, AND THAT UNDER HER SUPERVISION AND DIRECTION, TITLE WAS EXAMINED TO THE PARCELS OF LAND DESCRIBED ON THE ANNEXED SCHEDULE THAT SAID EXAMINATION MADE TO INCLUDE 3/10/2021 AND TO DISCLOSE THAT SUBJECT PREMISES IS IN FACT IN SINGLE AND SEPARATE OWNERSHIP AS APPEARS FROM THE CHAINS OF TITLE ANNEXED HERETO AND THAT THE EFFECTIVE DATE OF THE APPLICABLE ZONING ORDINANCE 4/23/1957. AND THAT THIS AFFIDAVIT IS MADE TO ASSIST THE TOWN OF SOUTHOLD BOARD OF APPEALS TO REACH ANY DETERMINATION WHICH REQUIRES AS A BASIS THERETOFORE THE INFORMATION SET FORTH HEREIN AND KNOWING FULL WELL THAT SAID BOARD WILL RELY UPON THE TRUTH THEREOF. LIABILITY OF THIS COMPANY IS LIMITED TO $25,000.00 FOR ANY REASON. DATED: 3/24/2021 SWORN TO BEFORE ME THIS PECONIC ABSTRACT, INC. 24th DAY OF MARCH, 2021 �� tee. 'G NOTARY PUBLIC JOANN ANBURGH-WASKI, PRESID T MICHELLE BOTTOMLEY Notary Public,State of New York Reg.No.01804989798 Qualified In Suffolk County Commission Expires 12/16/'� Title No. PAC-4405 SUBJECT PREMISES: 1000-078.00-05.00-017.000 Julius Zebroski Dated: June 9, 1952 TO Rec'd: June 10, 1952 Henry J. Smith Liber: 3364 page 177 Henry J. Smith Dated: February 10, 1959 TO Rec'd: March 17, 1959 Thomas Szala Liber: 4600 page 146 Thomas Szala Dated: June 2, 1972 TO Rec'd: June 5, 1972 Alice Szala Liber: 7171 page 233 Alice Szala Dated: October 17, 1985 TO Rec'd: October 25, 1985 Erik Hansen and Cheryl Hansen, his wife Liber: 9902 page 100 As Trustees under two certain trust indentures known as Erik P. Hansen & Cheryl L. Hansen Trust#1 and Erik P. Hansen and Cheryl L. Hansen Trust#2 both dated 2/1/1980, each trust being as tenants in common, said Trust#1 being for the benefit of Craig Hansen and Said trust#2 being for the benefit of Cindy Hansen Erik Hansen and Cheryl Hansen, his wife, As Dated: June 23, 1987 Trustees under two certain trust indentures known Rec'd: September 23, 1987 As Erik P. Hansen& Cheryl Hansen Trust#1 and Liber: 10427 page 559 Erik P. Hansen& Cheryl Hansen Trust#2, both Dated 2/1/1980, each trust being as tenants in Common, said Trust#1 being for the benefit of Craig Hansen and said Trust#2 being for the Benefit of Cindy Hansen TO Cheryl Hansen Continued... Sworn to before me this PECONIC ABSTRACT, INC. 24'h day of March 2021 NY Notary Signature JOA ANBURGH-WASKI, PRESID T MICHELLE 13307TOMLEY Notary Public,State of New York Reg.No.01 BO4989798 Qualified In Suffolk County ti, Commission Expires 12/16/ Title No. PAC-4405 SUBJECT PREMISES CONTINUED: 1000-078.00-05.00-017.000 Cheryl Hansen Dated: June 6, 1995 TO Rec'd: January 22, 1996 Cheryl L. Hansen or her successors in interest Liber: 11759 page 206 As Trustee of the Cheryl L. Hansen Revocable Trust under U/D dated 6/6/1995 Cheryl L. Hansen, as Trustee of the Dated: September 3, 2020 Cheryl L. Hansen Revocable Trust Rec'd: March 10, 2021 TO Liber: 13094 page 512 Anthony Falcone and Beatrice Falcone, husband and wife LAST OWNER OF RECORD PREMISES TO THE NORTH: 1000-078.00-05.00-015.000 Julius Zebroski Dated: June 9, 1952 TO Rec'd: June 10, 1952 Henry J. Smith Liber: 3364 page 177 Henry J. Smith Dated: February 10, 1959 TO Rec'd: March 17, 1959 Thomas Szala Liber: 4600 page 146 Alice Szala Dated: October 17, 1985 TO Rec'd: October 25, 1985 Erik Hansen and Cheryl Hansen, his wife Liber: 9902 page 102 Continued.... Sworn to before me this PECONIC ABSTRACT, INC. 24th day of March 2021 v1 G ,Ckj i cJY�A U—/G S Notary Signature JOA rPANBURGH-WASKI, PRESI MICHELLE BOTTOMLEY Notary Public,State of New York Rog.No.01 BO4989798 Qufall',fad In Suffolk County �\ . Commission Expires 12/16/ l i { Title No. PAC-4405 PREMISES TO THE NORTH CONTINUED: 1000-078.00-05.00-015.000 Correction Deed Erik Hansen and Cheryl Hansen, his wife Dated: June 6, 1995 TO Rec'd: January 22, 1996 Cheryl L. Hansen or her successors in interest Liber: 11759 page 207 As Trustee of the Cheryl L. Hansen, Revocable Trust U/D June 6, 1995 Cheryl Hansen, Trustee of the Cheryl Hansen Dated: June 6, 1995 Revocable Trust U/D dated 6/6/1995 Rec'd: August 17, 1999 TO Liber: 11983 page 095 Erik P. Hansen, As Trustee of the Erik P. Hansen Revocable Trust U/D dated 6/6/1995 This deed is being recorded to correct the Grantee's name in deed Liber 11759 page 207 - deed states Liber 11759 page 206—which d/n/a—should state 11759 page 207) Erik P. Hansen, As Trustee of the Erik P. Hansen Dated: May 14, 2014 Revocable Trust U/D dated 6/6/1995 Rec'd: June 20, 2014 TO Liber: 12778 page 159 Brian Parker Brian Parker Dated: December 17, 2015 TO Rec'd: December 17, 2015 Brian Parker and Sheri Winter Clarry, Liber: 12845 page 300 As Tenants in Common Brian Parker and Sheri Winter Clarry, Dated: November 14, 2016 As Tenants in Common Rec'd: December 16, 2016 TO Liber 12893 page 070 Brian Parker and Sheri Winter Clarry, As Joint Tenants with Rights of Survivorship LAST OWNER OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 24"' day of March 2021 ,J' c Lw, 15YY1 - I B . Cho Notary Signature JOA PANBURGH-WASKI, MICHELLE B01TOMLEY PRESI NT Notary Public,State of New York Reg.No.01 B04939798 Qualffled In SUffOlk county Commission Expires 12/16/ 4 Title No. PAC-4405 PREMISES TO THE SOUTH: 1000-078.00-05.00-016.000 i Julius Zebroski Dated: February 11, 1952 TO Rec'd: March 13, 1952 Elaine C. Axien i Liber: 3329 page 316 Elaine C. Axien Dated: April 21, 1966 TO Rec;d: May 13, 1966 James F. Grathwohl Liber: 5956 page 348 James F. Grathwohl Dated: March 12, 2001 TO Rec'd: April 18, 2001 James F. Grathwohl, Trustee under the Liber: 12114 page 108 James F. Grathwohl Trust dated 3/12/2001 James F. Grathwohl, Trustee of the j Dated: May 3, 2005 James F. Grathwohl Trust dated 3/12/2001 Rec'd: May 20, 2005 TO Liber: 12388 page 244 Peter Tagios, Jr. and Aletra Monfredo Tagios, his wife LAST OWNER OF RECORD PREMISES TO THE NORTHWEST: 1000-078.00-05.00-009.000 & Williamberg Road (Pvt.) George M. Tisdale and Dated: January 17, 1944 Helen B. Tisdale, his wife Rec'd: February 7, 1944 TO Liber: 2341 page 164 Julius Zebroski Continued.... Sworn to before me this PECONIC ABSTRACT, INC. 241h day of March 2021 Notary Signature JOAN PANBURGH-WASKI, PRES NT MICHELLE SCTFQl1gLEY Notary Public,Stags of New York Reg.No.01E04939795 r. Qualified In Suffolk County ,V\ Commission Expires'12/16/_ Title No. PAC-4405 PREMISES TO THE NORTHWEST CONTINUED: 1000-078.00-05.00-009.000 & Williamberg Road (Pvt.) Julius Zebroski Dated: September 14, 1963 TO Rec'd: January 17, 1964 Prosper Clust and Marjorie Clust, his wife Liber: 5484 page 101 Prosper Clust and Marjorie Clust, his wife Dated: August 14, 1972 TO Rec'd: September 11, 1972 Marjorie Clust Liber: 7237 page 407 Marjorie Smith, f/k/a Marjorie Clust Dated: October 14, 2003 TO Rec'd: December 24, 2003 Marjorie Smith and Cheryl Hansen, as Liber: 12291 page 810 Co-Trustees of the Revocable Trust of Marjorie Smith dated 5/19/2003 John Kerbs and Margaret Kerbs Dated: December 12, 2007 TO Rec'd: April 1, 2008 Cheryl Hansen, As Trustee of the Revocable Liber: 12546 page 35 Trust of Marjorie Smith dated 5/19/2003 Cheryl Hansen, as Trustee of the Revocable Dated: June 12, 2010 Trust of Marjorie Smith dated 5/19/2003 Rec'd: August 9, 2010 TO Liber: 12633 page 901 Cheryl Hansen Cheryl Hansen Dated: December 11, 2014 TO Rec'd: December 24, 2014 Lester J. Lay and Ethna D. Lay, his wife Liber: 12801 page 549 LAST OWNER OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 24"' day of March 2021 Notary Signature JOA PANBURGH-WASKI, PRESIDENT MICHELLE 6OTrOMLEY Notary Public,State of Now York Reg.No.01BO4989798 Quaffed In Suffolk County t/k Commission Expires 12H6/ Title No. PAC-4405 PREMISES TO THE WEST: 1000-078.00-05.00-010.000 George M. Tisdale and Helen B. Tisdale, his wife Dated: January 17, 1944 TO Rec'd: February 7, 1944 Julius Zebroski Liber: 2341 page 164 Julius Zebroski September 14, 1963 TO Rec'd: January 17, 1964 Albert G. Bergen and Angela M. Bergen, his wife Liber: 5484 page 99 Angela M. Koepisch formerly Bergen Dated: October 1, 1989 TO Rec'd: March 20, 1990 Elizabeth Angela Boltman formerly Bergen Liber: 11037 page 239 And her brother Albert Gregory Bergen, As Tenants in Common, burdened however, with Life Tenancy in and to Grantor Angela M. Koepisch, To enjoy benefits and the expense of her occupancy Angela M. Koepisch Dated: December 30, 1998 TO Rec'd: January 25, 1999 Albert Gregory Bergen and Liber: 11941 page 373 Elizabeth Angela Boltman Albert Gregory Bergen and Dated: January 7, 1999 Elizabeth Angela Boltman, f/k/a Rec'd: January 25, 1999 Elizabeth Angela Bergen Liber: 11941 page 374 TO Jeffrey J. Green Jeffrey J. Green Dated: January 14, 2014 TO Rec'd: January 24, 2014 Brian W. Wamsley, M.D. and Liber: 12761 page 327 Dianne M. Wamsley, Trustees of The Wamsley Family Trust dated 11/6/2006 LAST OWNER OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 24t" day of March 2021 Y � Notary Signature JOA PANBURGH-WASKI, PRESI T MICHELLE BO e CIOJt%fkL Al Notary Public,State of New Voris Reg.No.01 B04989798 Qualified In Suffolk County u� Commission Gcpires 12/16/ Title No. PAC-4405 PREMISES TO THE EAST: UNDERWATER LAND Sworn to before me this PECONIC ABSTRACT, INC. 24t" day of March 2021 <,rtil,� cat � a �YV► l.C.,� o.o Notary Signature JOA ANBURGH-WASKI, PRESI T MICHELLE 1301-i"04:{.I t Notary Public,State of New YorK Reg.No.01BO4989798 Quelified In Suffonc county 1 Commission EXPires 12/16/4./ HOUSE state or other SCDHS REF# F.F. EL,,.D' g„Itale cover Cost Iran SURVEY OF PROPERTY topper end plug . � Locking Cover PRE.IB-0794 fL..X B' RNlSHED GRADE A T BA YVIEW G(��I.E. -•= masanary chtr' sy 00" TOWN OF SOUTOLD clean out ` JE 'E i.E. SUF.F'OLK COUNTY, N. Y.5.8 �:� :. .1/4 per toot min. pttc _ 10 0_ ___ 1/6 -per foot min. 4.4' '� ::•.... min. 4' dia. i e Itch min. 4' dio. r'�'''- `'t z' ''' ryp clogs 2400 pipe or,equal 4' : class 2400 pipe.or equ eal �3' SAND COLLAR 1000'"r a--Ob 17 min. ;... ... _ ....... ., rr f 2' l�:I?6 P}7LC�TANK T� 2'min.LEACH61M POOLS 5' SCALE.- 1 30' 25 lJG1UID.DEPTff't GROUND WATER. L__ _ _ _ �._____ EL.o,7' DECEMBER 09, 2005 HIGHEST RECORDED GROUNDWATER-7 �-- —j JANUARY 19, 2006 BACKFlLL MATERIAL. TO BE CLEAN SAND & GRAVEL -I MARCH 3, 2006 (ADDITIONS) 5EPTIG SYSTEM OETAIL REMOVE MATERIAL 8'0 TO JULY 13, 2018 (PROP. HOUSE) N.T.S. _ e'0 ISAND SAND (S) BACKFfLL �TM OCTOBER 15, 2018 (HD REVISIONS) CONCRETE STOPPER.END r SAW D NOVEMBER 13, 2018 (HD REVISIONS) COLLAR 24' OR PLUG / yr4w RISER&COVECI R ' N // NOTE C 0) N ABER daNr ?0 PACKING �• ,� /•y CI SEWER PIPE (TYP/CAL) n� ,0 y V C/JO° 4'SOR J5 / _O`= BEND 'OR DWELLING y —�- TO SEPTIC TANK al. 600 PVC WYE I rn PVC —"'"' / `• HOUSE ADAPTOR SY5TEM Q PROPOSED ��+:r.- CLEAN T_L ! 99 O TAILTi(3) ®E0ROOM5 ► G,9 IF1 ;1 0: COAL-LON--aGYLINUR�ICAL=5EPTIG--P N \ C� (6) 6 0. LEACH I NC; POOL5 (3} $' EXSE'ANSION POOLS / 'V 4 = 4D PROP05E0 RAIN RUNOFF CONTA NT INME 1101.15E,OARAGE- 1360 5Q.FT: 1360 ■ 1 e 0.17 - 231.2 GF a ff DRIVEWAY (PERVIOU5)V 4e 231.2 G VF / 42.24 • 5.47 F A;� ZONE AE6 �Jv �/ g4l v 7E5T U5E (3) 6' � DKYWELL5 AT IDEEP TEST HOLE DATA Q �� S' 5e' 01 f`SS• DRY WELL C ONNEGT TO HOUSE ACDONALD 0FO50IENCE k k LP Ex , WITH OUTTEK5 + LEADER5 01/12/06 �J g Ex r ^ LP L 0 � --- LF UAKK DROWN LOAM OL Ow L' C BROWN CLAYEY 5AND 5C ` ��0' 3s ST L 0 - - 5.1 TER IN DROWN CLAYEY � .00, /I. O��`O/ SO" SA SG P)� WATER IN DROWN CLAY CH SWATER IN AND SG DROWN CLAYEYWS \ ZONE X ---- 10.0' M �� oW \ WATER IN PALE DROWN FINE 5AN0 5P 17 `ram. � COW� .ofw0 �'�r�s ; SUFFOLK Cow N� _a . 'r of HEALTH sr . PERMIT FOR t1►P�°RO ?AL OF COF�ISTRUC.�Ol u�W'.- y0 KEY DATE - & i 4 PaTdO. • s REBAR < O ALL APPROVED \ _ S Os ZONE AE6 a c� A . SrAKE FOR MAXI 'JN4 OF 9��G 0�° 9 - ZEST H Exprpms TiImC YEARS I`I?OAA, D,i j-t O ;;1P1011'1�I 1 i p?M PIPE ■ MONUMENT i AND GINATER LINE(S) MUST BE INSPECT 8Y TM 0 WETL c.o., = UTIUTY PO SUFFOLK COUNTY DEPT, OF HEALTH S CES. �y '(Zr - HMRANT CALL 652- 48 HOURS IN ADVANCE, To S� LE INSPECTION(S)" Revised Approved Z .� 10 OTHER UNDERGROUND GROUND UTILITIES PROPOSED Expins 2. IZO12— 3 C' OOD ZONES 6 do MCCAVATION INSPECTI®N REQUI ag- C ROM FIRM 3610303CO10166 H 5/25/09 FOR SANrrA.rzf SysTEM OF lI :LEVATION5 ARE REFERENCED TO NAVD 19 BY HEALTH DEFr'�1�TNIENT � 'j0 C ' f�# be location of public water, wells and ce5'po013 shown hereon are from fieFo6se►va i,tc s n rom data , ,1 t 'p /' C/ 'v lbtained from others. �..;r m 101 ' O A S !r '' ODITIONALL MP Y TO COMPLY WITH SAID LAW THE TERM "ALTERED @Y" MUST @E USANDED 0Y ANY A h CV,LL SURVEYOR5 UTILIZING A COPY QF ANOTHER!, 5URVEYOR5 MAP.TERMS 5UGH A$ "IN5PEGTED" AND ;ta:> '"";i• p+ `" SROUrvHT- TO- DATE" ARE NOT IN COMPLIANCE WITH THE LAW. t^ } YS LIC. NO. 4961 ►NY ALTERATION OR ADDITION TO TH'15 5UKVEY 15 A VIOLATION �, ��`"' S P.C. )F 5ECTION 7209OF THE NEW YORK 5TATE EDUCATION LAW. TOTAL AREA AX (631) 765-1797 '.XGEPT A5 PER 5EC.T I ON 720q-5UDD 1 V 15I ON 2. ALL CERT I F I GAT I ON5 iEREON ARE VALID FOR TH15 MAP AND COPIE5 THEREOF ONLY IF 14,446 Sq;ft° P. )AID MAP OR COPIE5 GEAR THE IMPRE55ED 5EAL OF THE SURVEYOR 1230 TRAVELER STREET �_��� sagada:�v o a HOUSE slate or other SCDHS REF# F.F. EL11.0' stoppe cover SURVEY OF PROPERTY stopper end plug FCast Iron PRE-18-0794 PP P 9 Locking Cover EL. 7.8' FINISHED GRADE EL.5.3' A T BA YVIEW I.E. ° ° W AV masonory chimney I 6.6' 12„:.:.:::... :.:.: 6 MIN TOWN OF SO UTHOLD clean out I.E. ` 18" I.E. ;; SUFFOLK COUNTY N. Y. 10'0 1/8' er foot min 1/4" per foot min. pitc 8' p . min. 4" dia. pipe I.E. min 4" dia. pipe — — — class 2400 pipe or equal m��} :. ,.. .:....:..:.:.:........:..::. .. class 2400 pipe or equal 3' SAND COLLAR r— t— 1250 GAL.PRECAST 2'min. f6I 8 6' SCALE. 1 - 30 2'min. SEP77C TANK LEACHING POOLS 2.5' LIQUID DEPTH GROUND WATER EL.0.7' EL.0.7' DECEMBER 09, 2005 HIGHEST RECORDED GROUNDWATER JANUARY 19, 2006 BACKFILL MATERIAL TO BE CLEAN SAND & GRAVEL MARCH 3, 2006 (ADDITIONS) 5EPTIG SYSTEM SETA I L REMOVE MA& BACKILAL F roL WITH JUL Y 13, 2018 (PROP. HOUSE) N.T.S. 8,0 SAND (SP) IL SAND (SW) OCTOBER 15, 2018 (HD REVISIONS) CONCRETE STOPPER END SAND NOYGMBER 13, 2018 (HD REVISIONS) COLLAR 24" OR PLUG (SP) JANUARY 9, 2019 (REV DETAIL) C/ MAY 11, 2021 (FOUNDATION LOCATION) RISER & COVER ^e FIBER JOINT V' PACKING Cl SEWER PIPE �G/v �j (TYPICAL) CI 3 P 4"SOR 35 BEND FROM DWELLING TO SEP77C —, TANK C.I. 60° PVC WYE Cl TO PVC O O HOUSE ADAPTOR ��O a PROP05E� 5EPTIG SYSTEM GLEAN OUT DETAIL �, q� (3) DEDROOM5 N.T.S. �J = L (1) 1250 GALLON CYLINDRICAL 5EPTIG TANK (6) 8' LEAGHIN6 POOL5 t'�� Q(V O 9tiJ (3) 8' $ EX5PAN51ON POOL5 (b = PR0P05EQ RAIN RUNOFF CONTAINMENT ap'o o HOU5E,6ARA&E= 1360 5Q.FT. 5\ 1360 * 1 * 0.17 = 231.2 GF 1 O� 3Q N DRIVEWAY (PERV I OU5) 231.2 CF / 42.24 = 5.47 VF v v 00 ZONE AE6 ti U5E (3) 8' � DRYWELL5 AT 2' DEEP 0 A o � 'V � � QJ E TEST 98 ,S TEST HOLE DATA O y S� DRY WELL CONNECT TO HOU5E MGDONALD &EOSCIENCE WITH 6UTTER5 + LEADERS 01/12/06 O .'- EL 5.6- 0 /� CO O Te �i�G. DARK BROWN LOAM OL� 1 - 6 h 9 SD o, c !y q BROWN CLAYEY SAND SG 0' yob t 0 EL 0.7' 5.1' 2 �J �'°F 0, WATER IN BROWN CLAYEY S 00• �Pi��ioSFQ SAND 5G �'s7 Az �o O ILI U WATER IN BROWN CLAY GH .0• WATER IN BROWN CLAYEY 5AND 5C, p� ZONE X 10.0' WATER IN PALE BROWN FINE SAND 5P � �� o 17 c�O1 apes 2 I ry�N KEY oT �i0 �F c�0 9C oo`�� Cb = REBAR AFT !y <<i �O �O ® _ INELL < "9� 20 ip ZONE AE6 Q A = STAKE �`S' �� •�O. �%� ® = TEST HOLE • = PIPE - •. ■ = MONUMENT Ali% \ P`' /00 \�•.I ;+ V i i 1 WETLAND FLAG o = U77UTY POLE � = HYDRANT 0o P�UO O� F J �," / MAY 1 4 2021 NO OTHER UNDERGROUND GROUND UTILITIES PROPOSED \I/ Ir0n FLOOD ZONES (AE EL. 6 & X) FROM FIRM 36103CO166 H 5/25/09 ,,,„ ELEVATIONS ARE REFERENCED TO NAVD 1988 Q� N�f/V yO ° The location of public water, wells and cesspools shown hereon are from field observations and or from data �� IVIET�C obtained from others. 0 'A ADDITIONALLY TO GOMPLY WITH SAID LAW THE TERM "ALTERED BY" MU5T BE USED BY ANY AND •„• - ALL SURVEYORS UTILIZING A COPY OF ANOTHEK5 SURVEYORS MAP.TEKM5 5UGH A5 "IN5PEGTED" AND ° "BROUGHT— TO— DATE" ARE NOT IN COMPLIANCE WITH THE LAW. L/C. NO. -496181, ANY ALTERATION OR ADDITION TO TH15 SURVEY 15 A VIOLATION OF 5ECTION 7209OF THE NEW YORK STATE EDUCATION LAW. TOTAL AREA P• •4 • � EXCEPT A5 PER 5ECT I ON 720`i-5UE5D I V 1510N 2. ALL CEKT I F I GAT I ON5 ( 31 �631) 765=1797 HEREON ARE VALID FOR TH15 MAP AND COPIE5 THEREOF ONLY IF 14,446 Sq.ft. P.O. BO 5AID MAP OR COPIE5 GEAR THE IMPRE55ED 5EAL OF THE 5URVEY•R =1230 TRAVELER STREET nr n w n HOUSE slate or other SCDHS REF# F.F. EL11.0' suitale cover ast Iron SURVEY OF PROPERTY topper end C PP plug 9 Locking Cover R10-18-0108 EL. 7.8' FINISHED GRADE EL.5.3' A T BA YVIEW I.E. ° ,N„ maso'ary chimney 6.6' � 67VIIN. clean out 12" TOWN OF SOUTHOLD I.E. ®:®:®®�:: :: :: SUFFOLK COUNTY, N. Y.6.3' :6" )- 5.8' I.E. �•�•��'.. .:.. .. 2' 1/4" per foot min. pitc f0'0 1/8"per toot min. 4.4' min. 4" dia. pipe pitch min. a dia. pipe �'�'�' ' 4 . 7 class 2400 pipe or equal mint- :. .. .. .. .. .. .. .. .. . class 2400 pipe or equal 3' SAND COLLAR 1000-18 17 t- 1250 GAL.PRECAST 2 min. [61 8 0 6 SCALE 1'= 30' 2'min. SEPTIC TANK LEACHING POOLS EL.0.7' 2.5'LIQUID DEPTH GROUND WATER EL.0.7' DECEMBER 09, 2005 HIGHEST RECORDED GROUNDWATER JANUARY 19, 2006 BACKFILL MATERIAL TO BE CLEAN SAND & GRAVEL MARCH 3, 2006 (ADDITIONS) 5EPTIG SYSTEM DETAIL REMOVE MATERIAL 8'0 To JULY 13, 2018 (PROP. HOUSE) N.T.S. SAND (SP) & BACKFILL WITH B'0 SAND (SW) OCTOBER 15, 2018 (HD REVISIONS) CONCRETE STOPPER END SAND NOVEMBER 13, 2018 (HD REVISIONS) COLLAR 24' OR PLUG (SP) } JANUARY 9, 2019 (REV. DETAIL) a 1 MAY 11, 2021 (FOUNDATION LOCH 770N) RISER&covER FEBRUARY 23, 2023 (FINAL SURVEY) _ i FIBER JOINT MARCH 27, 2023 (15' NON VEGETA 77VE BUFFER) ) PACKING Z „� SEPTEMBER 20, 2023 (Dimensions Added) CY SEWER PIPE 3� ,� April 27, 2024 (Driveway Removed) (TYPICAL) V CI xF 4"SDR 35 eENO FROM DWELLING OeQ� TO.SEPTIC O TANK C.L 60° PVC WYE CI TO PVC + HOUSE ADAPTOR �� 501IG SYSTEM GLEAN OUT DETAIL �u r� 0j G 13) DEDROOMS N.T.S. 10 TB5 - TRAFFIC 6EAKIN& 51-Ab (1) 1250 GALLON GYLINDRICAL 5EPTIG TANK TI35 (6) 5' � LEAGHINC, POOL5 T65 v OO SEPTIC LOCA7M �X a 0� 'A' .B' C3 a�u 0ryo,I ST 34' 17'�r o LPI 25' 26.6. LP2 33' 32.6' �� ,� � OO e q�a� C� 2A� �A RAIN RUNOFF CONTAINMENT @' o C HOU5E,C7ARAGE= 1360 W.FT. QJ� `A v ek ek S �Oy li�,L9 1360 • 1 * 0.17 = 231.2 GF_.. ^� a O DRIVEWAY (PERVIOUS) TEST HOLE DATA' QJ ` F S �y9y�` 231.2 CF / 42.24 - 5.47 VF MGDONALO C6E05CIENGE a Ow OV12/06 'pJ (3) $ ORYWELLS A7 2 DEEP EL 5.6 0' Q � � ?O� DRY WELL-5 CONNECT TO HOU5E 1 BARK ORowN LOAM a Sp 0, s ss ,1 o- WITH C7UTTER5 + LEADERS F ° ,§�, y BROWN U.AYEY 5W 5G 2S =� v�c� O u ��PP�'`ry 8 p a 7 q o, EL oa' 5.f WATER IN BROWN CLAYEY Q�J �� "' c � 5AN0 56 6.0' R ry�P�p PvPrboG� *����QP�o WATER IN DROWN CLAY CH ZONE AE6 8.0' SWATER IN AD SG DROWN CLAYEY Gi ZP ?9R• L� (�Q , 10.0' 2tt�yFo, OW ZONE X ory WATER IN PALE DROWN FINE 5W 5P T7 OW �{clC� Iiir �y 0 e9Str �g1"y r O �l 0 2� ��/,�(�� r y�► 'ry �p SUFFO`..K COUNT" D ARTMENT 0 E T N9'RVIfE'� KEY APPROVAL o Chi sT N RUCTED 1t& F Oi 2 Q = REBAR A S I N G L 17*�A ILY RESIDEN O �� t `\\X <R ® = WEflj� ?'O Jp �� r� I�r ZONE' AE6- 'fr►u O STAKE Date: LULL . Ref. No.R l o t1?-O/n Q19 QO+ = TEST HOLE The sewage disposal and water sup p facilities at this location have beenQ'ugo`ti� ■ = PIPE inspected and/or certified by this D artment or other agencies and X � ' .pO o ■ = MONUMENT found to be satisfactory FOR A MAXI LIM OF _BEDROOMS. ti /O T T = KMAND FLAG o O rM = UDUTY POLE y YY = HYDRANT -,�p -< CRAIG KNEPPER, P.E,, C EF 0 1 OFFICE OF WASTE MANAGE PNT � � �� ®�,e��� � �M 'V FLOOD ZONES (AE EL 6 & X) FROM FIRM 36103CO166 H 5/25/09 i 1 ELEVATIONS ARE REFERENCED TO NAVD 1988 *1 y P. , 1� The location of public water, wells and cesspools 'shown hereon are from field observations .and or from data -? Air "• obtained from others. .�1� Y< ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM "ALTERED BY MUST BE USED DY ANY AND ALL SURVEYORS UTILIZING A COPY OF ANOTHERS SURVEYORS MAP.TERM5 SUCH AS "IN51"ECTED" AND N.Y.S. LIC. NO. ,49618 "DROUGHT- TO- DATE" ARE NOT IN COMPLIANCE WITH THE LAW. N,.Y.S. LIC. NO, 051132-01 ANY ALTERATION OR ADDITION TO THIS SURVEY 15 A VIOLATION P£CONIC S VEYORS, P.C. OF SECTION 7209OF THE NEW YORK. STATE EDUCATION LAW. - TOTAL AREA (631) 765-5020 FAX (631) 765-r797 EXCEPT A5 PER SECTION 7209-5UDDIV1510N 2. ALL CERTIFICATION5 Emall." peconlcsurvey@optonllne.net HEREON ARE. VALID FOR TH15 MAP AND COPIE5 THEREOF ONLY IF 14,446 Sq.ft.- P.O. BOX 909 e,Aln MAP nQ r•e)PIFS BEAR THE IMPRESSED SEAL OF THE SURVEYOR ., - .- -- . AAPPRDAS NOTED -0 DATB.P.# AIL PLUMBING WASTE FEE: �Y: ' '.VATER LINES NEED NOTIFY BUILDING DEPARTMENT AT . TING.$EFORE COVERING 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING TRUSS PLACARDING REQUIRED 3. INSULATION 4. FINAL - CONSTRI'l—" 'N MUST BE COMPLETE '.: . J. ALL CONSTRUCTICfv SHALL MEET THE ELECTRICAL REQUIREMENTS OF THE CODES OF NEW INSPECTION REQUIRED YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. DO NOT'PROCEED�WITH COMPLY WITH ALL CODES OF `,FRAMING UNTIL SURVEY NEW YORK STATE & TOWN CODES `OF,'FOUNDATION LOCATION AS REQUIRED AND CONDITIONS OF HAS BEEN APPROVED: S(ll ITu(11 T'-*NR�BOARD Must provide Manuals SOUTHOLD TOWN TRUSTEES D, 7 and S as per ._ N.Y.S,DEC NYS Energy Code OCCUPANCY OR slower door USE IS UNLAWFUL and ductwork WITHOUT CERTIFICATE testing required. OF OCCUPANCY All exterior lighting RETAIN STORM WATER RUNOFF installed, replaced or PURSUANT TO CHAPTER 236 repaired shall conform OF THE TOWN CODE, to Chapter 172 of the Town Code PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANC} SOLDER USED IN•WATER SUPPL Y S,YSTEIVI,CANNOT EXCEED 2110 OF 1% L EA�. THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. F ` V fie. ICE BARRIERS: ICE AND WATER SHEILD TO EXTEND 1" x 8" FASCIAS ". NOT LESS THAN 36" HORIZONTAL MEASURED ALONG - w/1"x2" OVER s THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING. 5/4"xs" TRIM "c1�Y �: ARCHITECT (TYP ALL ROOFS) �; 12 �._\ 12 -.J�I�-1 1 � C DAR PERFECTION a REVISIONS DESCRIP T ION � C DAR PERFECTION 12 SHINGLES SHINGLES ` CEDAR PER EC N CEDAR PERFECTIONT SHINGLES \' AiZ T E SHINGLESI =_ 0 A EK N BASE I I I I I I I I -1 12 CEDAR PERFECTION SHINGLES _! C AR E C N \ 1" X 8" FASCIA CEDAR PERFECTION 8'-0' PLATE HEIGHT SIDING - \ W W/1"X2" OVER /1"X2" OVER S IDING 1 - 1" X 8" FASCIA -_-- T.O. WINDOWS 5,4 X6 TRIML 1 SAX 51� SAX 51 5f4" WINDOW =� I_ 5/4" WINDOW G & DOOR SURROUNDS & DOOR SURROUNDS 01 p ]EG 3 (TYPICAL) (T Y P I C A L) 3 6 3 6 2 6 26 LESS EGR SS 2 6 I r r 2 6 EGR ESS n CEDAR PERFECTION T.O. SECOND FLOOR 1%10" BELT BOARD CEDAR PERFECTION 1 1 W/SOLID CROWN SDI G J MOULDINGS, SWEEP STANDING SEAM METAL ROOF 10'-0" PLATE HEIGHT SHINGLES OVER STANDING SEAM METAL ROOF (SEE DETAIL PAGE) 1"X8" BELT BOARD EI T.O. WINDOWS 6" FYPON BRACKET 6" FYPON BRACKET Z SAX 51� - - TJ 2 46 O oo 30 A0 30 10 30 10 1f EG SS EGFESS _ CEDAR PERFECTION CEDAR P SIDING ERFECTION SIDING ui O OA D & BOA D & BATON BA ON J� T.O. FIRST FLOOR s1DINc l _ SIDING 0 Q 0 � UJ 0 � 0 0 _ O o0 LLJ Wz FRONT E L E V A T I 0 N SIDE ELEVATION w m 0 SCALE: 1 /4" = 1'-0" SCALE: 1/4" = 1'-0" rr m 0 0 O O Lu IT-- - 0 Z 00 ICE BARRIERS: ICE AND WATER SHEILD TO EXTEND NOT LESS THAN .36" HORIZONTAL MEASURED ALONG I TTTL — �-- THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING. O(TYP ALL ROOFS) LI CEDAR PERFECT10f" {I � - - SHINGLES CEDAR PERFECTION CEDAR PERFECTION CEDAR PERFECTION 1D� I� O CEDAR PERFECTIONd-' SHINGLES 12 SHINGLES SHINGLES SHINGLES 10 11 11 1 1 H I I I I I k 11 1 1 111 1 1 1 k -_ 36" HIGH RAIL PER NYS CODE 36" HIGH CABLE RAIL T'i / HAND RAIL TO KNEE WALL WRAP AROUND ENTIRE DECK _C 1" X 8" FASCIA /AX 51\ CIRCULAR T W/1"X2" OVER STAIR SEE DETAIL \ r'- U T 1" X 8° FASCIA 5/4"X6" TRIM 8'-0"` PLATE HEIGHT W/1"X2" OVER T 7 5/4"Xfi" TRIM T.O. WINDOWS r 3C 6 3 6 11 EG SS EG BOX OUT 6X6 BOX OUT 6X6 �T 5/4" WINDOW CEDAR ACQ POST ACQ POST & DOOR SURROUNDS 2 6 2 6 PEION WITH 1"XAZEK SIDENG o (TYPICAL) � WITH 1"XAZEK b n L J 3 6 5056 LLEG 6 GL SS GL SS 3 L TE AP TE AP 36" HIGH CABLE RAIL M 36" HIGH CABLE RAIL T EG SS PICTURE SS L - r T.O. SECOND FLOOR T Charles M. Thom — SEE DETAIL T- .� a CEDAR PERFECTION 10'-0" PLATE HEIGHT \ CEDAR PERFECTION , CEDAR PERFECTIOrII� �i SIDING - SIDING Z� SIDING a r V h I L e C L T.O. WINDOWS I PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 =i PROJECT i BOX OUT 8X8 o BOX OUT 6X6 5/4" WINDOW FWG FWG ACQ POST ACQ POST & DOOR SURROUNDS 2 46 2 6 2E 6 2E46 2 6 2 6 8080 8080 WITH 1"XAZEK o WITH 1"XAZEK (T Y P I C A L) 36" HIGH CABLE RAIL 36" HIGH CABLE RAIL 30 10 36" HIGH A L ER NYS CODE _ 30 1 Q LL _j -- ELEVATIONS ####1 T I,1 (3) 2X10 ACQ GIRDER O DATE: 11/18/20 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. REAR ELEVATION SIDE ELEVATION [Al-FO-0-fl-FO-01 1 OF 4 SCALE: 1 /4" = 1'-0" SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHO_E OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA Ft;CIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. N �\ c ell REVISIONS D E S C R I P T 1 0 N 50'-0" 30'-0" 20'-0" S 1 6'-0" 10'-6" 9'-3" 4'-3" 7'-4" 8'-11" 3'-9" 30'-0" 20'-0" 18'-8" 1 V-4" 10'-0" 10'-o" S 6'-6" 9'-4"F2'-10" 8'-0" S-4" 1 3056 5055 3056 36" HIGH RAIL PER NYS CODE 2846 2446 2846 2446 EGRESS PIC RE EGRESS 36" HIGH RAIL PER NYS CODE tj71 3/4" 71 1/4" 3-1 3/4" X 9 1/2" 3 CC -1 3/4" X 11 1 4" gBENCHOOKS MIC 3/ ' X 9 1/2" `e0 o MICROLAM HDR MICROLAM DR W D o MICRO AM HDR MICROLA I HDR U o (D I I N to Ln O 19-0" �D r BATHROOM[200 o 0 2"x1o" C . JOIST N Z I COVERED LAUNDRY 0 16" oc.w 49 INSUL. I BALCONYCOVER DOD UDROOM " SMOKE _ "P BALCO Y 2"X10" RR // RR- _ LINE OF WALL ABOVE 13'- 5'-O" I 2846 GL ss 2846 ® 16" O.C. J 16" O.C. _p^ 4'-3" °� ® _ 3056 3056 FREESTANDING FWG 8080 FWG 8080 O ,� EGRESS EGRESS FWH 5070 TUB O— H 4 M AS�fER °° Q 0 �� " i0 = MI OLAM LU H HD I 3-1 3/4 X 9 1 2 3-1 3/4" x 9 1/z" o " J u ) � 3-i 3/4" X 9 I/2° 3-1 3/4" X 9 1/2" 3- /2" SELF CLOSING I 7'-0 � I I I O MICROLAM HDR MICROLAM HDR — MI OLA� I)I�R I L_I— MICROLAM L H R B LABEL MICROLAM HDR \ BEDR OM (11 W O II N \ I 3'-8" O TRAY CLG • 12'-0" Na MASTER ,,� I 9 1/2 TJI JOISTS BATH 1 \ DBDV361N) PREFAB GA o " MAJESTIC MERIDIA (n M 3KITC IEN ( _� II I 230 SERIES j g'_p" 11 -o, TRAY CLG m \ FIREPLAC I U /I ( � W DINING -- — II 0 16' OC. F- Ln SHGW U-7 R 30 INSULATION N z ER o \ (0 0 ' r/ W Z I I I I N O U U d' O O-_-.DETOECTOR\ I / ® I � N 1= 6 � BEDROOMILL ' \�� o z O Lu O N II I = II I RANGE 48" N 5 TRAY SCLGMOKE 4'-0 0 0 �� = N W 8'-6' 13'-0" -? VWI s N 1 I I � _O O O~DETECTOR ��O / �P I CN N W O — — _ o X� \M ' Z I � II O I �� xcD \ O rr N a I I cV � _ _ � O © N \ �� '� - J N NOTE: TRAY SMOKE _ �- \J N LIVING ROOM w O(A 1 ENTIRE 2ND FL00 O`DETECTOR 11 _ I _ II I I� II o,0Z GARAGE STORAGE N � CEILING TO9'-D" = CARBON `° Mo~ — M.L. RIDGE BEAM M ` II �NZ O ° ©�oecroR OK --�3'-0 — oz SPLAY CLG FOR II_ a - — — — — — — — — - _ 11 = it0 0 Q a STAIR ABOVE ._ 0) REF. "� r c 11 �" M.L. RIDGE BEA i to m W �° I I 36" I I to L J 7_ 1N CLOSET CLOSET — z� 0) _N to 9 1 2 x 7" 4"X6" POST MIC13/4" X 9HDR2" N O C3 H I O1 / " OPEN RAIL O W PARALLAM (LUSH HDR0 — — — — 13R II I c�6, ,�O O m w SMOKE BEDROOM �j �p 0 I r LINE OF FLOOR ABOVE �o = o O II I o _ / Q I \ 0 =� 0 —DETECTOR TRAY CLG U I N 3-1 3/4" X 9 1/2" `° m } o = 4' O" I 8'-4" 5'-8" cliII — —MICROLAM FL HDR — II 3'-1 ' 3'-10" -8" _ ® //4v Lu \�G� \ O I I O Ld x -I SMOKE PANTRY — - - - - - - = — �I o °�° /,P S DETECTOR 1 O J J� ¢ CO� b') �P W o O`— II �� I \F,� O I CARBON II I I 3-1 3/4 X 9 1/2" I I o - Ir- CD OPEN - i 5'-5" zt- �- M C --MONOXIDE = cn z W <c DETECTOR I U. 1w MICROLAM HDR I i BEDROOM a nro o FOYER o �., / ro \' I CLOSET /d s' 1," U7`4 J TRAY CLG = TBATH / BELOW \ N U 3� /4" X 9 1/IL" MICROLAM H R N N ®�D 0 9010 O.H. DOC1fR- - O--DETECTOR SMOKE c 01 ' I o 3-1 /4' X 9 1 " MICROLAM H R \ 2"X10' LG. JOIST 3 6 2446 I 0 0 = ® 0051 I rn �� 00 L LINE OF WALL ABOVE J N / 16" OC. R-49 INSUL. \ C "X1O" R 2"X10" RR O EGRESS EGRESS t° UP of o 12'-0" 16" O.C. 0 16" O.C. Ill 15'-0" 2' 0" 4"�° is ;n ;n '-0" ( \ LO 3-1 3/4" X 9 1/2" °0° 3-1 3/4" X 9 1/2" ® 3-1 3/4" X 9 1/2" \ N MICROLAM HDR S MICROLAM HDR MICROLAM HDR 30510 30510 I I AX Z51 3056 3056 AX Z51 2846 2846 AX Z51 EGRESS EGRESS FRONT ENTRY S LINE OF RC OF ABOVE S 1 1 9'-0" 3'-11 3'-11 " 14'-0" 61- 2'-3" 7'-6' 7'-3" 6'-9" 6'-9" 2'-3" 5'-10" 7'-11" 5'-9" 30'-6" 19'-6" Charles M. Thomas a r c h i t e c t P F I R S T F L 0 0 R P L A N P PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 S E C O N D FLOOR P L A N 1 SCALE: 1/4" = 1'-0" 3 SCALE: 1/4" = 1'-0" PROJECT FIRST FLOOR: 1083 SOFT FIRST FLOOR: 1083 SOFT SECOND FLOOR: 1249 SOFT SECOND FLOOR: 1249 SOFT TOTAL: 2332 SOFT TOTAL: 2332 SOFT FLOOR PLANS DATE: 11/18/20 PROJECT No. DRAWING BY. CMT CHK 8Y. DWG No. DA - 002- 00 2OF4 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.MSUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. f� fs REVISIONS D E S C R I P T I O N 50'-0" 30'-0" 20'-0" 10'-6j" 10'-64" 4" LINE OF DECK ABOVE COLUMN ABOVE - - - - - - - - - - - - - - - - - - - - - - - - r — — — — — — — — — — (3) 14" X 11 j" ACQ GIRDER - - - - - -- - - - - - - - - - - - -- 02' I Ld I I 8" POURED CONCRETE FOUNDATION 1 1 DECK 14"X14" POURS � o WALL ON 10"X20" POURED m I o c; CONCRETE PIERS b I !L-' N �' r Q a o o w 0¢ CONCRETE FOOTING a 2"X10" ACQ LEDGER 26"X10" POURIE I -' W w I 2 t° CONCRETE FOOTINGTI` r N 00 BOARD LAG BOLTED 12 �- o zOC STAGGER AND SECURE 36" BELOW GR I r\M ®N w I TO PRIMARY FRAMING I I I 1 — — — — — — — — — — — — — —� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J I — _ _ I I-- - - - - - - - - - - - - --1 — — — — — — — — — — — — — — — — — — — — — — — — — — II I I I I II I I 8" POURED CONCRETE FOUNDATION L II NOTE: ENTIRE CEILING SHALL I I I I I I WALL ON 10"X20" POURED lNo BE SHEET ROCKED WITH 1/2" CONCRETE FOOTING =II TYP 'X PER IRC 2015 j I NN Im IIII oNix I I I I ` o �o W I N °' I UNFINISHED �- II I UNEXCAVATEDo0Iol CELLAR N (0 z 4 POURED CONCRETE SLAB DO 3 0K)W ci 7-0" CLG HT r O 0 IM4" POURED CONCRETE SLAB I ( I I x II � ®N I I OVER 6 MIL. POLYETHLENE 00 J 00I " O II 12 DEEP II _ I I I VAPOR BARRIER ON WELL U)LEI 1 II ' II Q P.C. FOOTING OVER 6 MIL. POLYETHLENE I I I I \ I I COMPACTED POROUS FILL Q cnl I I r W O M ( I I FOR FIRE PLACE VAPOR BARRIER ON WELL M II Z w 00 ;,� o O L I COMPACTED POROUS FILL I I I I III I 1 p 2 pI I I r pI ® � M 9'-6" 1 8" 1 0 12'-10" p M �I ? 6'-6" 6 4'-4 1 8-14" I 1 O PIPE 11 u- 3 1/2 STA DARD STEEL I 1 I I II 1 I " opl I O COLUMN ON A W O a " I1 �III1 ALL GIRDERS HA LL BE SHI MED I I p 1 II r W ZI D AS REQUIRED1PNBEAM PO KETSO o CONCRTE FOOTING. (TY ) WI H TESL SHIMS TYP) Ix 00 x 8 m O 3-1 4 11 � , OCOLA GIRg p ( ��� IIM L _ Cc o � _ � � _ J I I I =1�I4. II 1 I _z 1 I O 0W �Q I I I III 1 I II I I �'� i I w Q —� 4-- - 1 III' � W0-1 1 1 1 - II I I 1 II S DETECTOR ~oto cn I 1 I \II "I II I O Rio 1 1 II O r\M ®N rl I II 1 I DROP FOUNDATION WALL 1 I I I II I I 11 1 I TO MEET SLAB LO oI 1 I D I I x 11 B o I L(E 1 I CONTINUOUS FOOTING 1 I E- - - - - - -� L - - - - - - - - - - - - -� 1 of I I 1 I �1 M I II DIRECT VENT GAS BURNER I I I 1 4 8" — — C„� 1 II ISMOKE II u P OVIDE 5 8" TYPE "X" GYP. BD. 2"X10" ACQ LEDGER (b""�DETECrOR M I r`lo 1 1 O� CEILING ABOVE FURNACE FOR BOARD LAG BOLTED 12" ICARBONI J I 1 9,-3" 2'-4 j" r Alf I LEAST 3'-0" ON ALL SIDES AS OC STAGGER AND SECURE �~1DEOTECT�R 13R I I 1 0 i PER N.Y.S. CODE TO PRIMARY FRAMING II - - - - - - - - - - - - - - - - - - - - - f - - I I l.L i I - - - - - - - - - - - - - - - - - - - - I- - - Q - - - i - - - - - 0 Im Q, Y I I Y U p ' U LLJ L� L� O 3 GIRDER O w w J J 12"0 TUBE FOOTINGS MIN 36" BELOW GRADE LINE OF DECK ABOVE (MUST BE VIRGIN SOIL) 6'-0" 5-11" 30'-6" 19'-6" 50'-0" F 0 U N D A T 1 0 N P L A N Charles M. Thomas SCALE: 1/4" = 1'-0" a r C h I t e C t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT FOUNDATION PLAN DATE; 11/18/20 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. FAI-FO-0-31-FG-01 JOF4 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. S THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. R TER TO WALL «a a (14) 10d x 1 /2" FASTENER EGRESS PICTURE EGRESS 36" !SIGH RAIL PER NYS CODE CS16 �Fy 1 STUD TO BAND JOIST `J ARCHITECT HAND RAIL x (20) 10d x 1 1/2" FASTENER WRAP AROUND o ENTIRE DECK z 2"X10" rr 2"X10" rr MTS16 REVISIONS D E SCR I P T ION 4" KNEE WALL D35 BALCONY ABOVE (SEE SECTION)CL '� C� @ 16" 2'X10" rr o ° 4" KNEE WALL @ 16" OC. ABOVE (SEE SECTION) SHED ROOF J MTS12 f ° 3056 3056 N0D EGRESS EGRESS FIRE ESTAN ING TUB ( 3/ " X 11 11 4" AS ER ° MI CLAM FLU EH HD ° LTP4 TRAY CLG D 10 LTP4 M ST R Uplift connectors shall \ / bypass each other to �T LTP4, spacing as required for prevent cross—grain AY CL 3 shear. SSP spacing for uplift. tension of band joist. o G p 9 p� . n RAFTER TO WALL SILL TO RIM JOIST B E R O M ;_ o SCALE: N.T.S. (12) 8d x 1 1/2" FASTENER TF AY CL( 0 1� X � X � oe i O O O xNOTE: TRAY N � ENTIRE 2ND FLOOR 6, CEI ING TO 9'-0" 1 M.L. IDGE BEA Ridge Beam �O G> O DN qAT z11 M L. RI GE EEAM 16R o LLJ o^ 7MSTA LOS T COSE 6> x `� Q I— xOfO � N o � C) E RO M o - OBE R OMTR Y CLGU °°° RIDGERAYCG X \ p� RAFTER I CN i I `� v� ° �' J D 58 Simpson Strong Tie 0 0 0 CL SET / AT 2"X1 rr. 2'X10" rr WITH CEILING COLLAR TIES ® 32" O.C. > L CS-20x18" MIN. WITH (7) 10d COMMON NAILS Simpson Strong—Tie 0 j>0 TRAY CL ® 16 OC. ® 16" C. PER RAFTER INSTALLED OVER PLYWOOD RIDGE STRAP TIE ADJUSTABLE HANGER (� 2"X10" rr 2"X1O" rr 3046 3046 SCALE: N.T.S. V 1Ji ( ® 16" OC. ® 16" OC• EGRESS EGRESS SCALE: N.T.S. ■� cl� W 0 /1 W z w m o AX251 2846 2846 AX251 V J 0 11 �" M.L. RIDGE BEAM z 0 o TYPICAL DORMER FRAMING 12 0 w Q —1 `— 2"X10" RR © 16" OC 14z 12 S 10� z 1 TYPICAL ROOF CONSTRUCTION —J = CEDAR PERFECTION ROOF SHINGLES 0 —OVER 15# ROOF FELT ON 1/2" COX PLYWOOD SHEATHING, 2x6 COLLAR TIES 2"X10" ROOF RAFTERS 0 16" O.C. I 032" O.C. n � F-- M 2 32 I I HEADER ROOF DECK z ROOF FRAMING PLAN KNEE WALL ATTIC t TYPICAL CEILING CONSTRUCTION SCALE: 1/4" = 1'-0" SEE DETAIL 2" X 10" CEILING JOISTS 0 16" O.C. 2"X10" CLG. JOISTS ® 16" OC. W/ R-49 BATT. INSULATION 2"X10" ACQ DECK JOISTS 016'0.C. 5/8' GYP. BD. FINISH TRAY CEILING FROM T. do S. 3 COAT JOB(TYP) 3/4" PLYWOOD (3) 1 j"X11 j" ML. GIRDER 8'-0"To 9'-0' HAND RAIL LAG BOLT PER SPEC RIP 2 X4 ACQ 3 TO AS SELECTED PER OWNER 36" PLYWO D KNEE WALL r �G HIGH PER NYS CODE SINGLE PLY RUBBER ROOFI G 16 8"X8" COLUMN BOXED RIP 2"X4" ACQ (3 J" TO 0") OVER 45# ROOF FELT ® OUT WITH 1"X AZEK r>pp e J SINGLE PLY RUBBER ROOFING "X4" DECKING (PER OWNER) 10 UP 24" ON ROOF&WAT ITHIELDH ICE I REAR DECK BEDROOM CL, 1 BEDROOM 10 o LET IN 2"X6" ACQ NAILER .,� cu rrER 2"X1O" ACQ DECK JOISTS 016"O.C. TYPICAL FLOOR CONSTRUCTION 9 j TJI FLOOR JOISTS 0 16"O.C. 8"x8" COLUMN BOXED SEE DETAIL W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION OUT WITH 1"X AZEK REAR DECK 9 1/2" TJI JOISTS 230 SERIES ® 16" OC. 9 1/2" TJI JOISTS 230 SERIES 0 16" OC. 2"X10" ACQ DECK JOISTS 016"O.C. (3) 1 j"X11 j" ML. GIRDER T. &S/ FINISH 3 COAT JOB (TYP) TYPICAL WALL CONSTRUCTION Charles M . Thomas ROOF DECK DETAIL CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" COX PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. a r C h I t e C t SCALE: 1/4" = 1'-0" � s"xs" COLUMN BOXED F R-21 INSULATION PO BOX 877 JAMESPORT, NY 11947 631 727-7993 OUT WITH 1"X AZEK REAR DECK LIVING ROOM o 2"X10" ACQ LEDGER PROJECT r I P, J�7 jLI P ROOF BEDROOM BOARD LAG BOLTED 12' OC STAGGER AND SECURE --�, ---I-�r-- - `�---, TYPICAL FLOOR CONSTRUCTION TO PRIMARY FRAMING 1-1/YV I 3/4" PLYWOOD RIP 2"X4" ACo (3 J" To o") 11 7/8 TJI FLOOR JOISTS 0 16-O.C. HAND RAIL LAG BOLT PER SPEC SINGLE PLY RUBBER ROOFING I I I I I I I J" PLYWOOD W/3/4" PLY'�N000 SUBFLOOR W/MIN. R-21 GATT. INSULATION owc. LAY wc. LAY I LAY AS SELECTED PER OWNER 36" UP 24" ON REAR WALL HOUSE Ii I>UB I i SHOWER I tUB I I HIGH PER NYS CODE ; SINGLE PLY RUBBER ROOFING 11 TJI 360 SERIES ® 16" O.C. OVER 45# ROOF FELT _ 2'X10" ACQ DECK JOISTS @16"O.C. SECOND FLOOR RIP 2"X4" ACQ (3 J" TO 0") �"X4" DECKING (PER OWNER) N (3) 1 j"X11 j' ACQ GIRDER' NOTE: ENTIRE CEILING SHALL (3) 1 "X11 7/8" ML. GIRDER I LET IN 2"X6" ACQ NAILER BE SHEET ROCKED WITH 1/2" 2"x6" ACQ SILL PLATF 9 1/2" TJI ® 16" OC. TYP 'X' PER IRC 2C15 TERMITE SHIELD, SILL SEALER, ROOF FRAMING PLAN & _ 2"X1O" ACO DECK JOISTS 016"O.C. 5/8" DIA. ANCHOR BOLTS CROSS SECTION CONNECT TO APPROVED t 1 r I I I �-1-Inv UNFINISHED 026"-0" O.C. F.A.I.&SANITARY SYSTEM �-I-Iny I �I.1ny 3 1/2" STAND`�}t TE L PIPE I'INK FRESH AIR INLET H� iwASHER rC� ILAY I TECO EACH LUSH JOISTJ ION GRADE CELLAR COLUMN ON A 3Q'IX 0 X1 " DEEFG RADE I 8" POURED CONCRETE POURED CONCRETErF 0 IN(. I TUB 8"X8" COLUMN BOXED >, OUT WITH 1"X AZEK 14 X14" POURED— FOUNDATION WALL ON FIRST FLOOR CONCRETE PIERS F 10"X20" POURED CONCRETE „ � Z DATE: 11/18/20 ON 26"X10 FOOTING W (2) #5 BARS 4" POURED CONCRETE SLAB REAR DECK LIVING ROOM POURED CONCRETE CONTINUOUS 4 MILL VAPOR BARRIER PROJECT No. PIPE PIT P DRAWING BY. CM'r CHK BY. CONNECT TO APPROVED .V.C. PITCHED (2) #5 BARS CONTINUOUS F.A.I.8 SANITARY SYSTEM AS PER N.Y.S.CODE L_ — (2) #5 BARS CONTINUOUS DWG No. PLUMBING RISER DIAGRAM UPPER DECK DETAIL FAI-FO-0-41-FO-01 SCALE: N.T.S SCALE: 1/4" = 1'-0" C R O S S S E C T 1 0 N 40F 4 SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FP-CIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TOP PLATE FRAMING TO ACCOMADATE TABLE R 301.7 CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS RAFTERS AND CEILING PIPING - R 6 02. 7. 2 STUCTURAL MEMBER DEFLECTION JOISTS OR APPROVED ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L/180 r SLOPES THAN 4 W/NO TOP PLATES FINISHED CEILING SECOND STORY TOP PLATE— TABLE 3.1 ATTACHED TO RAFTERS WW MMPARTITIONS TOP PLATE GYPSM BOARD INSTAL I IN SEE DRILLING AND 16d NAIL AT 24 O.C. STUD INTERIOR WALLS AND H/18o JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH FLOORS AND PLASTERED L/360 STUD BE CUT OR NOTCHED BORED HOLE MAX CEILINGS FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z SEE DRILLING AND SEE DRILLING AND MEMEBERS BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH DIAMETER 40% EXT. WALLS W PLASTER OR H OF STUD DEPTH � WFCM SECTION 3.3.1.1.1 / /3so _ WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL STUCCO FINISHE 5/8" MIN. TO EDGE �- 1 1/3 SPAN i 1/3 SPA °° NSTAWFCM I TAB ACCORDANCE 5/8" MIN. TO EDGE EXT. WALLS-WIND LOADS L/240 �10 ALL PANEL EDGOES) WITH WITH BRITTLE(b) FINISHES T 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L/240 T 5/8" MIN. TO EDGE FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(c FINISHES NOTCH MUST NOT EXCEED — BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH TOP PLATE —BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be OR BLOCKING SEE WFCM SECTION 3.3 permitted to be taken as o.7 times the cn WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w AND 3.3.1.4 BRIDGING d NAIL AT 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o BEARING ALL PANEL EDGES b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE WALL BE LOCATED IN THE SAME of the cantilever. CROSS SECTION OF CUT OR 5/8" MIN. TO EDGE c. For aluminum structural members or poneles used in roofs or DOUBLE AND NO MORE THAN TWO 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of SUCCESSIVE STUDS ARE DOUBLED LAP JOIST 3 IN. MIN. CUT INTO STUD — glass or sandwich panels, the total load deflection shall not AND SO BORED z BAND JOIST exceed L/60. For sandwich panels used in roofs or walls of zp BOTTOM PLATE FOR FIRE BLOCKING WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall En- OR BLOCKING ° 16d NAIL AT 24 O.C. INSTALLED WFCMI T BLE03DANCE WFCM 2015 SBC; HIGH WIND EDITION not exceed L/,20 TABLE R 301.2.2.2.1 WFCM 2015 SB C HIGH WIND EDITION L SILL PLATE JOIST o . 8d NAIL AT 6" O.C. ON ALL SECTION 3.4.3. I ,1 FIGURE 3.3B WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A CRAWL SPACE NOTCHING AND BORED HOLE LIMITATIONS COVERING DEAD LOAD NOTCHING AND BORED HOLE LIMITATIONS " OFF BASEMENT \—SUBFLOOR FRAMING MEMB RS AT PANEL FOUNDATION MONOLITHIC EDGES AND 12' O.C. ON ALL ROOF/CEILING ROOF/CEILING SLAB—ON—GRADE O NDOTIONRADE (b) INSIDE CORNER DETAIL PANEL EDGEMBERS NOT AT FOR INTERIOR NO\IBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED HOLE LIMITATIONS EXTERIOR CORNER FRAMING ROOF ONLY 1.0 1.2 BEARING WALL FOR EXTERIOR BEARING AND INTERIOR ROOF PLUS ONE STORY 1.0 1.1 2x4 CONTINUOUS NON- BEARING WALLS: R602.6 (1 )(2� LATERAL BRACE AT 6 O.C. N FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2)TYPICAL WALL, FLOOR & ROOF FRAMING— JOISTS JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED LLJ WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS (0 N FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST 0 Uj W FASTENER SPACING (inches) 11 SEE STUD TO RAFTER Z 3: FASTENER SPAN 4 FEET 6 FEET SECTION A—A C PLE TUD IOR STUD TO STUD DETAIL GABLE END TRUSS n < 4 FEET < PANEL SPAN < PANEL SPAN BLOCKING T 0 ENDWALL ONNECNNECTORS Q TYPE - < 6 FEET < 8 FEET 1/2' SPACINGS A A R QUIRED (y U ALLOWS E CH SIDE NO. 8 WOOD SCREW 16" 10" 8" HOLDDOWN NAILS ANCHOR WITH 2" EMBEDMENT INSTALLATION HEADER STUDS ULL LENGTH 5d COOLER NAILS AT 10 O.C. o J LENGHT DOUBLE A A WA STUDS Q sruD MIN. E o o i NOTE: 2"x4" BLOCK NAILED TO EACH AT H A DW R CORNER STUD UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS NO. 10 WOOD SCREW 16" 12" HOLDDOWN ° CONNECTED TO BLOCKING HOLDDOWN o TRANSFER SHEAR TYPIC L AT EACH END OF HEADER AND GYPSUM BOARD Z ANCHOR WITH 2" EMBEDMENT (HDu) ° CONN CTO S AT BOTTOM OF HEADER STUDS IN LENGHT NOTE: SIMILAR REQUI ED N UP ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. W 011Y ° ° ° CONNECTION AT EA H SIDE co iR R WALL STUDS AND AT TOP AND ° FOUNDATION. BOTTOM OF CRIPPLES 20 GAUGE STRAP W Q 2-16d COMMON 1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL A ° NAILS EAT 6* FLOOR BRACING AT END BAYSTYPICAL FRAMING AND UPLIFT 10-8d NAILS C� Uj () WITH 2 EMBEDMENT ( WFCM FIGURE 3. 6 ) CONNECTIONS FOR OPENINGS Q W LENGHT � , I SUBFLOOR 8d NAIL AT 4" O.C. ENDWALL STUDS LLJ a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. ; ; --FACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALL-ED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. �— FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST Li 12" MAX. ( WFCM FIGURE 11 ) c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN U' NAILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. 0 1i SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATE- w D NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. ��, a '� � TOP PLATE U w d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING PROVIDE RAFTER TO VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT ° H NO CEILING RIDGE TENSION STRAP ° H 2 BUT NEED OT �,� �15 / DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAI S 0 LESS THAN 1,500 POUNDS. ° o EXC ED 15 FT. AX. �\�� EXCEED 40 EED. MAX.T REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT EACH END OF ' -1/4 I� o WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) HOLDDOWN ° ° CORNER STUD ,, 15,/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP N (HDu) ° ° ° CONNECTED TO ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW Z ROOF RAFTER ° ° ° TRANSFER SHEAR CLEARANCE BASED ON SHEARWALL REQUIREMENTS o Q ° FOUNDATION FROM SLOPES GABLE ENDWALL, BALLOON FRAMING o ° ° 20, GA. STRAP— AOUHLEDW E PREFERRED METHOD Q w STUD MIN. 1 WIDE MIN. ' ° RAFTER 4 8d NAIL AT 12" O.C. ON o W/(8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM W NAIL AT RIDGE BEAM ♦^ 16d V, 4-J M FLOOR TO FLOOR PHD5 24,. RIDGE TENSION STRAP DETAIL_TABLE R301 . 5 NOTES CZ CONNECTION � � N FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O.C. ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN /� AREA HOLDDOWN USED LENGTH NUMBER OF CAPACITY OF HOLDDO S NOTES ( T A B L E R301 . 5 � �— / �AOOD SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS ANDEDGESNAILS ) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO S i m p s o n Strong — Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE (TABLE 3.1 OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) -- 8-8d TO STUD CONNECTION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A 3 5— C h i m n e v Framing 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE z J 1 FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD A OUTSIDE CORNER DETAIL TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT CONNECTION (—�- BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE LIVE LOAD (',3 ROOF RAFTER� RIDGE DETAIL STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. v E cc 4-8d TO PLATE GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE o 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND * NOTES: SIMPSON STRON; TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 C� 3 SCALE: N.T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT ATALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. g,CI WALL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND EDGES) ANY POINT ALONG THE TOP U TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. ° WALLS. SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR DECKS 40 L NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. WOOD STRUCTURAL f. GUARD IN - FILL COMPONENTS ALL THOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50 ®II * INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IN ( °D HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED Cz L x ®I ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 ® NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED � ® (TABLE 3.1, WCFM 2015 J 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 m ¢ LOAD REQUIREMENT. ® HIGH WIND EDITION) g. APLIESATTSPACENOTMEETING 0 `V ®I z RE FOR STORAGEOPERIFOOTNOTESb. SEE SECTIONTR802.4Q.2RFORNTS ROOMS OTHER THAN SLEEPING ROOMS 40 8d NAIL AT 6 O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES AND (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO FRAMING MEMBERS NOT ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 AT PANEL EDGES CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER PLANE BY 2 FOF THE TRUSS. TIHHE RECTANGLEDE OR RSHAOLLATED IT BETWEEN THE THIN THE GUARDRAILS AND HANDRAILS 200 SHEET No, 2 CORNER BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS ° MET: P. Oe• ° EXTERIOR CORNER FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807,1:AND • 3 SCALE: N.T.S. 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong — Tie 2:12. H D U h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. (TABLE 4 WFCM 2015 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the -• (TABLE 2 WFCM 2015 HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2015 130 MPH COPYRIGHT 2015 SBC q NAILING SCHEDULE CONNECTIONS RESIS G U LI TERAL & SHEAR LOADS published by The American Forest and Paper Association. Non- Structural laments G E N E R A L N 0 T E S: MAX. ANCHOR BOLT SPACING (INCHES) are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, a, RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, NUMBER OF NAILS NAIL SPACINGlocal zoning and building codes and ordinances JOINT DESCRIPTION 5/8° ANCHOR BOLTS 39 sheet no. 1 having jurisdiction and best standards of construction f : COMMON NAILS 1 - FLOOR 9 LATERAL AND SHEAR LOADS 2 - FLOORS 5 8" ANCHOR BOLTS 26 All non engineered lumber to be Douglas Fir#2 or better practice. RAFTER TO TOP PLATE TOE-NAILED 4-8d PER RAFTER 1. PRESCRIPTIVE LIMITS ARE BASED ON A SUMPTIONS IN TABLE 3. Wind Limitations-Section R301.2.1 The American Institute of Architects Conditions shall apply 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris to all work performed on this project.Protection Fastening Schedule For Wood Structural Panels 2. The Contractor shall verify all conditions at the site. Any �M CEILING JOIST TO TOP PLATE TOE-PJAILED 4-8d PER JOIST LESSER OF THE TABULATED. g ) 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH, discrepancies must be brought to the attention of the Architect CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be CEILING JOIST OVER PARTITIONS FACE_-NAILED Light and Ventilation-Section R303 responsible for corrections not reported once he has started work 9-16d EACH LAP Minimum Room Area-Section R304 except for hidden job conditions. Z COLLAR TIE TO RAFTER FACE-NAILECI 6-8d PER TIE Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and p Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety WALL FRAMING Means of egress-Section R311 precautions and programs in connection with the work, and he TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1) PER FOOT Landing-Section R311.3 shall not be responsible for the contractors failure to carry out v Ramps-Section R311.6 the work in accordance with the construction documents. The TOP PLATE AT INTERSECTION FACE-PJAILED 4-16d JOINTS - EACH SIDE Stairwa Y- Section R311.7 Architect shall not be responsible for the acts or omission by U) Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w 2-16d 24 O.C. Guards-Section R312 STUD TO STUD FACE-NAILED ' and/or the building as designed without the expressed written a Smoke Alarms-Section R314 l6d 16 O.C. ALONG EDGES Carbon Monoxide Alarms - R315 5.consent tcontractor of the r HEADER TO HEADER and all subcontractors shall maintain continuous FACE-NAILED Foam plastic-Section R316 insurance coverage statutory policies (Worker y in an mount not Flame Spread and Smoke-Section R315 Compensation, etc.) and general liability cn TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X4 STUD 3-16d PER 2X6 STUD Insulation-Section R316 Z LO 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 less than $ 5 million and automobile liability and damage o Moisture Vapor Retarders-Section R318 coverage not less than $ 2 million. The Architect shall be in 2-16d SEE NOTE 1,2 PER FOOT named insured on an and all policies. > FACE-NAILED ( Protection Against Decay-Section R317 FLOOR FRAMING Protection Against Termites-Section R318 6. Provide 0.025" of a mental shield, other than aluminium, over fibrous �Site Address-Section R319 insulation at all perimeter sills. JOIST TO SILL TOP PLATE TO GIRDER (TOE-NAILED) 4-8d PER JOIST Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized Elevators and Platform lifts -Section R323 or pressure creosoted. BRIDGING TO JOIST TOE-NAILED H END Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed A in each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE TOE:-NAILED 3-16d EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. JOIST ON LEDGER TO BEAM (TOE-NAILED) found upon excavation, 11. All electrical work to be in accordance to the rules and O BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is to be presented to the Owner at the completion of the job. N BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST Foundation Notes: 12. Plumbing Installation to comply with State and Local codes RLU OOF SHEATHING 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. �J 0 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. (n Ld STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC 8d 6" EDGE / 6" FIELD Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing 14. All work to conform to the rules and regulations of the New York ` V 16"x8" poured concrete wall footings, 3000# test Energy Conversation Construction Code. All glazed area to be double zed and all exterior door to have insulated cores. GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG 8d 6" EDGE / 6" FIELD 2-1 3/4%11 7/8" Microlam Girder (or 3 1/2"x11 7/8" Power Beam) glazed The insulation protection as indicated on these plans exceeds z W " 4" poured concrete floor slab with 6x6x 10 mesh and Vapor barrier GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS 8d 6 EDGE / 6 FIELD P # P the Code's minimum standards. " Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and Q 1: < - 8d 4 EDGE 4 FIELD " g P GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS / 30 x30"x12" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for � O CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used Q CEILING SHEATING Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. < ' ` GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD 17. Architect has not been retained for site supervision, on-site U) Q LJ Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, WALL SHEATHING All footing to be carried down to undisturbed soil contractor or local building department. No footing shall be set higher than a 30 degree angle from any other footing STRUCTURAL PANELS STUDS SPACED UP TO 16" OC 8d 6" EDGE / 12„ FIELD Pour no concrete on frozen ground or in freezing water. Q Provide 3 1/2' steel lally columns. Q Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficiently CC braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS G Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND GYPSUM WALLBOARD 5d COOLERS 7" EDGE z Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT / 10" FIELD Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 P� hi Fireblocking - Section R502.13. z Q ANCHOR BOLTS IN FOUNDATION USE: LL.I Floor Construction: SST628 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie - 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING 0 Floor joists: see Foundation and Floor Plans, spacing as noted. U210 2X6 AT EACH RAFTER Q I I Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q W L. Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-1od x 1 1/2" FLOOR SHEATHING Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END Wallfroming and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: STRUCTURAL PANELS WFCM, Table 2 and Section 4 " NOTE: 1' OR LESS 8d 6" EDGE 1 x6 fascia, wrap 55•= CONNECTOR AT 16 O.C. / 12" FIELD overhangs as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING GREATER THAN 1" 10d 6" EDGE / 6" FIELD Vinyl vented soffits. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG Alluminum gutters and leaders. Siding: see Elevations. Tyvek housewrop. MTS 36, 16" O.C. BOLTS AT 16" ON CENTER 1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16" O.C. ( 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition USE 4)-8d NAILS AT EACH END Simpson Strong-Tie O 1/2" MR GWB in wet areas RAFTER TO STUD CONNECTION USE: p g T_ At least one window in each sleeping room shall comply with the exit reqirements MTS 36, EACH ROOF RAFTER U210 2X6 H N of section R310. USE 8 16d NAILS AT EACH END Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST Z SIMPSON STRONG - TIE figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER » Follow exterior corner framing detail figure R602.10.5 4-1Od x 1 1/2 0 � 1 1/4" COIL STRAP - DECK POST TO CONCRETE CONNECTION USE: „ Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST 16 O.C. USE 4-8D shall have minimum of six (6) fasteners per shingle (section R905.2.5) Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: NAILS AT EACH STUD SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST < �► SIMPSON H-8 USE W/ONLY 5 percent slope), o MIN OVERLAP IS 12 5- 8D TO STUD ONE SILL �F ANCHOR BOLT (14 ) GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ) 4- 8D TO PLATE PLATEN MTS12 ® EACH JOIST U210 2X6 (EVERY STUD} STUD TO SI 7" MINIMUM EMBEDMENT underlayment .°• ATTACH T (SEE ANCHOR SCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: pie AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2) of underlayment felt layers with and starting at the eaves , fastened sufficiently to PS720 (ALIGN WITH JOIST BELOW) -� SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 r' Startingat the eave , apply 36- inch wide 914 mm sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: C" HDU PP Y ( ( ( ) overlapping H2.5A AT EACH ROOF RAFTER 14 SDS Y" X 3" WOOD SCREWS o successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-1 Od x 1 1/2" (" MIN EMBEDMENT e o o For roof slopes of four (4) units vertical in (12) units. TYPICAL PORCH DECK LEDGER N ° SEE FOUNDATION PLANS A-3.1 AND A-3.2 FOR LOCATION) u Ice Protection (Section R905.1.2) (MINIMUM DOUBLE STUD) o Underlayment in High wind (Section R905.1.1) CONNECTIONS • DoA c,0 ,° ° � SIMSON STRONG - TIE Flashing (Section R905.2.8) STU Y2 BEARING PLATE �I a » » Chimney and firespaces - Chapter 10 •D . I�r c „ 1 1/4 COIL STRAP - 16 O.C. Energy Efficiency - Chapter 11, see attached report DOUBLE 2X MIN. USE 4-8D NAILS ® EACH STUD Mechanical - Chapter 12 •°�'° ••�•°D D ° •c�' L`a Q'• '° General Mechanical System - Chapter 13 FOR HEADER OR 'N D' " •o b •D . D n D . •D . D •d D • n Heaitng and cooling equipment - Chapter 14 BEAM _ a o� „ Exhaust Sustem - Chapter 15 r ^, a '^. a O °• a °,'•a D. s° Duct System - Chapter 16 ■� Z '° ° .'D' ° • , °°• °• DOUBLE TOP PLATE MTSY ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie ,1 A o • a ••, ° Chimneys and Vents - Chapter 18 AC4 '� '��'= a "° -SSP Plumbing Part VII AT EACH POST o - y 1 3/4" IMUM �' ° D s SEE PLAN Flood Zone 301.2.4 .�.. �- UJ EDGE DISTANCE �•°° q D HEADER I n1 FLOOR TO FLOOR ° o• e KING STUDS LSTA21 Simpson Strong-Tie W U CONNECTION CS201/a COILED Y2 THREADED ROD L� STRAP. MIN 12 REQUIRED FOR STU 112 JACK STUDS OVERLAP AT EACH L SIMPSON STRONG - TIE STUD o 1 1 /4" COIL STRAP - SIMPSON STRONG-TIE -� 16" O.C. USE 4-8D H2A SIDECO ER CNW NUT COUPLER 0 �{ NAILS AT EACH STUD AT EACH ROOF `�J RAFTER USE 8-16D I MIN EDGE o ®® :': `MIN OVERLAP IS 12 NAILS AT EACH END, SACK o SILL DISTANCE*.. .. 12" MIN OVERLAP PER RT2.5 - COMPONENT ' STUD TO ROOF RAFTER STHD8 ••'"�����•:"�a�:�. • '�°•• MIN EDGE SHEET NO. CONNECTION FLOOR TO FLOOR Simpson Strong-Tie DISTANCE* WRAP UNDER SILL PLATE TYPICAL STRAPPING FOR AB *NOTE: SEE MANUFACTURERS MIN. OVERLAP IS 12" C 0 N N E C TI 0 N S. AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR FRAMED OPENING EXTERIOR WALL INSTALLATION SILL PLATE TO RIM JOIST AND CANTILEVER CONDITION RIM JOIST TO STUD CONNECTION WALL. TO FOUNDATION CONNECTION- PORCH COLUMN CONNECTIONS