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HomeMy WebLinkAbout50751-Z Town of Southold * * P.O. Box 1179 ion 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46329 Date: 07/21/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 100 Salt Marsh Ln Peconic, NY 11958 Sec/Block/Lot: 68.-3-11.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 04/11/2024 Pursuant to which Building Permit No. 50751 and dated: 05/28/2024 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: Additions and alterations including a finished basement with bath, raised rear deck, and an outdoor shower to existing single-family dwelling as applied for per ZBA#7682 Dated 10/20/2022. The certificate is issued to: Shannon Goldman,Deborah McKeand Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22-0130 4/5/2023 ELECTRICAL CERTIFICATE: 50751 6/4/2025 PLUMBERS CERTIFICATION: George J. Berry Jr 7/2/2025 MAth Signature oSOFFo��� TOWN OF SOUTHOLD BUILDING DEPARTMENT H z 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#: 50751 Date: 5/28/2024 Permission is hereby granted to: Goldman, Shannon PO BOX 346 Peconic, NY 11958 To: construct additions and alterations to existing single-family dwelling as applied for per ZBA, Trustees,DEC & SCHD approvals. At premises located at: 100 Salt Marsh Ln, Peconic SCTM #473889 Sec/Block/Lot# 68.-3-11.1 Pursuant to application dated 4/11/2024 and approved by the Building Inspector. To expire on 11/27/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $898.00 CO-ADDITION TO DWELLING $100.00 Total: $998.00 Building Inspector "Of SO(/T�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q �. • �o Jamesh southoldtownny.gov Southold,NY 11971-0959 OWN, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Shannon Goldman Address: 100 Salt Marsh Lane city:Peconic st: New York zip: 11958 Building Permit#: 50751 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Peconic Poer Systems Electrician: Robert Stanevich License No: ME-45056 SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 50 Ceiling Fixtures 25 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 15 Smoke Detectors 3 Main Panel A/C Condenser 2 Single.Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower 2 Range Recpt 1 Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 29 4'LED Exit Fixtures Sump Pump Other Equipment: 1 fridge,1 dishwasher,1 washer, 4 mini split blower heads Notes: HOUSE Inspector Signature: Date: June 4, 2025 100 salt marsh In saF SDUr�,ol� .. Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 0 Southold,NY 11971-0959 BUILDING DEPARTMENT - D TOWN OF SOUTHOLD JUL ' 2 2025 i Building Department C E R T I F I C A T 10 N. i Town of Southold Date: 07. QZ 5 f Building Permit No. 50�15 I Owner: 1ebok" 106Xe" AhuC 6 4p n m (rnl dA144 t. (Pleasee print) Plumber: p ct,P d. 13(Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% f lead. 1I I i lumbers S' tore) Swom to before me this day of 20.2!r Notary Public, l-�"sU! ounty VICKI L BERRY Notary Public- State of New'York No. 01 BE6070031 Qualified in Suffolk Cou fpty Commission Expires_ r—/"--, k �o�aOF SOUTyO� I v o - # # TOWN OF SOUTHOLD BUILDING DEPT. - °`y�o��m,� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] 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. [ ] RENTAL REMARKS: DATE I INSPECTOR UF SOUTyO� - - -- # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING j-,,�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: ,A,M S I 01� DATE INSPECTOR Of SOplh° �o �o # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 �,�o-;�OINSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ], UGH 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 [ ] RENT L REMARKS: W6 alv InC ,fin 6000, DATE INSPECTOR Inc q SOUTyo� — . TOWN OF SOUTHOLD BUILDING DEPT. °ycoum 631-765-1802 INSPECTION [ - I FOUNDATION 1 ST/ REBAR [ ] ROUGH-PLBG. [ ] FOUNDATION 2ND [ ] 1 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: 6kl w l X4, c A� bwu C�� S —,ram•( (411b - d� 0 kommyma DATE INSPECTOR �/ �O�aOE SOUTyO{o /©0 �54cL ff N * # TO O� SOUTHOLD BUILDING DEPT. 631-765-1802 -INSPECTION [. ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ - ] FIREPLACE & CHIMNEY. [ ] -FIRE-SAFETY INSPECTION-. [ ] FIRE RESISTANT-CONSTRUCTION [ - ]. FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) D<] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 09 Sjor e Mor �o rr� gqU vla�� u 11r a cd &ea er o r IW611 -s DATE (D o2 INSPECTOR - -7 s1 �..OM" } . . i 1 - Z - -' Z - - - - - - - - -u w bk p�CFCI }cA - - titOT l 3 >s 10/28/24, 12:01 PM IMG_5256.jpg � s T. * - r -zn, Nam;, J, 30 ro �, �, ,�, �s 0 CT 3 0 2024 S 13ominr Department Town �Uthold 50-S 1 /Dd https://mail.google.com/mail/u/0/#inbox?projector=l 1/1 10/28/24, 12:00 PM IMG_5257.jpg C % ✓l� 41 a A I W v� ...._ .005 0 CT 3 0 2024 yyl C- https://mail.google.com/mail/u/O/#inbox?projector=l 1/1 10/28/24, 12:04 PM IMG_5292.jpg A . 5 wi•r�ri�•+ie R Yir J} r orj https://mail.google.com/mail/u/0/#inbox?projector=l 1/1 10/28/24, 12:03 PM IMG_5291.jpg _ x i •r i 3 x o.� OCT 3 0 2024 Y qnt https://mail.google.com/mail/u/0/#inbox?projector=l 1/1 10/28/24, 12:04 PM IMG_5281.jpg N cn ti VMn cn n . p cn cn cn N r J c cli N LO n a N Y* N N '1 f - v 0, �z • J https://mail.google.com/mail/u/0/#inbox?p T;,4) =1 1/1 Buiidinq department M� X/S79 n/� i_`�� IYI r9 lc'C k �./� Town of Southold L) CEDNIE J U N 3 0 2025 Building Tow . Yf , � s i � q -�_._,_...__._ µ � 4_ Y 1 a 1 o- y a -5D') 5 1 D GO GREEN .1u[. 7 2025- 0, 4.1 Energy Corp. Building Departure 4-� www.gogreenenergycorp.com Town of Southold July 3. 2025 -%,,Ia email: tom53zabrielscn(d,,Lmz BLOWER DOOR LEAKAGE TEST RESULTS Tom Gabrielsen 100 Salt Marsh Peconic, NY Test Results 666CFNIat50 - 2.49 .,'LC -0 (air changes per r) McKeand Goldman R e s i d ence 100 Sa!t,,Warsh�Lane 11 Pecori c;NY 11958 MAN UAL-J,S,&D LOAD CALCULATIONS Prepared By: Fernando Recinos Job Title: Draftsman ,- Signature: Date: June 3, 2025 I ! A 159 k, cy HEATIIllq" + COOLING 11500 OLD 5 UND -AVENUE A MATTITUCK, NY 11952 1 (631) 298-5527 HIRA4kolbLoad Short Form Job: McKeand Res Date: Jun 03,2025 Entire House By: FR HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project Information For: McKeand Residence 100 Salt Marsh Lane, Peconic, NY 11958 Design Information Htg Clg Infiltration Outside db(°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD(°F) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 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 °F 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 CIg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) FCU 1 600 9684 16725 800 800 FCU 2 384 6682 12488 600 600 FCU 3 213 3913 7605 300 300 FCU 4 162 2534 6894 300 300 FCU 5 321 2871 6615 300 300 FCU 6 84 1964 6785 300 300 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r W.1i91 tsoft- 2025-Jun-0316:12:40 ti , �. Right-Suite@ U niversal 2022 22.0.07 RSU1 0077 Page Xa ...McKeand Residence\McKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N Entire House 1764 27649 55175 2600 2600 Other equip loads 0 0 Equip. @ 0.95 RSM 52416 Latent cooling 18463 TOTALS I 1764 I 27649 I 70879 I 2600 l 2600 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsofv 2025-Jun-0316:12:40 Rig ht-Suite®Universal202222.0.07RSU10077 Paget ...MCKeand ResidencetMCKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N kolb Load Short Form Job: McKeand Res Date: Jun 03,2025 FCU 1 By: FR HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: McKeand Residence 100 Salt Marsh Lane, Peconic, NY 11958 Design Information Htg Clg Infiltration Outside db(°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD(°F) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM36NAMHZ Cond MXZ-SM36NAMHZ AHRI ref 206223008 Coil SVZ-KP24NA AHRI ref 206223008 Efficiency 9.2 HSPF Efficiency 9.9 EER, 16 SEER Heating input Sensible cooling 16800 Btuh Heating output 23000 Btuh @47°F Latent cooling 7200 Btuh Temperature rise 26 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.083 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.80 Ca pacity ba lance point=-30°F ROOM NAME Area Htg load CIg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE#1 600 9684 16725 800 800 FCU 1 600 9684 16725 800 800 Other equip loads 0 0 Equip. @ 0.95 RSM 15889 Latent cooling 4300 TOTALS I 600 I 9684 I 20189 I 800 I 800 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 410- wrightsoft- 2025-Jun-0316:12:40 �-� »-.. �.4 Right-Suite@ Universal 2022 22.0.07 RSU10077 Page Zz5k ...McKeand Residence\McKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N kolb Load Short Form Job: McKeand Res Date: Jun 03,2025 FCU 2 By: FR HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: McKeand Residence 100 Salt Marsh Lane, Peconic, NY 11958 Design Information Htg Clg Infiltration Outside db(°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD(°F) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM36NAMHZ Cond MXZ-SM36NAMHZ AHRI ref 204627056 Coil SVZ-KP18NA AHRI ref 204627056 Efficiency 10.4 HSPF Efficiency 12.5 EER, 18.4 SEER Heating input Sensible cooling 12600 Btuh Heating output 21600 Btuh @47°F Latent cooling 5400 Btuh Temperature rise 33 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.090 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.78 Capacitybalance point=-11 °F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE#2 384 6682 12488 600 600 FCU 2 384 6682 12488 600 600 Other equip loads 0 0 Equip. @ 0.95 RSM 11864 Latent cooling 3611 TOTALS I 384 I 6682 l 15474 I 600 l 600 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t Ad- wrigltrtsoft" 2025-Jun-0316:12:40 Right-Suite@ Universal 2022 22.0.07 RSU1 0077 Page ACa ...McKeand Residence\McKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N ko Load Short Form Job: McKeand Res Date: Jun 03,2025 FCU 3 By: FR HEATINIG *COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project Information For: McKeand Residence 100 Salt Marsh Lane, Peconic, NY 11958 Design • • Htg cig Infiltration Outside db (°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD(°F) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM36NAMHZ Cond MXZ-SM36NAMHZ AHRI ref 205975737 Coil MSZ-EF09NAW AHRI ref 205975737 Efficiency 12.5 HSPF Efficiency 16.0 EER, 30.5 SEER Heating input Sensible cooling 6300 Btuh Heating output 9600 Btuh @47-F Latent cooling 2700 Btuh Temperature rise 29 °F Total cooling 9000 Btuh Actual air flow 300 cfm Actual air flow 300 cfm Air flow factor 0.077 cfm/Btuh Air flow factor 0.039 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.74 Capacity balance point=-1 °F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE#3 213 3913 7605 300 300 FCU 3 213 3913 7605 300 300 Other equip loads 0 0 Equip. @ 0.95 RSM 7225 Latent cooling 2690 TOTALS I 213 I 3913 ! 9915 I 300 I 300 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 'F wrightsoft" 2025-Jun-03 16:12:40 .., Right-Suite@ U niversal 2022 22.0.07 RSU1 0077 Page 5 �+� ...McKeand Residence\McKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N kolb Load Short Form Job: McKeand Res Date: Jun 03,2025 FCU 4 By: FIR HEATING T COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: McKeand Residence 100 Salt Marsh Lane, Peconic, NY 11958 Design, • • Htg Clg Infiltration Outside db (°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD(°F) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM36NAMHZ Cond MXZ-SM36NAMHZ AHRI ref 205975737 Coil MSZ-EF09NAW AHRI ref 205975737 Efficiency 12.5 HSPF Efficiency 16.0 EER,30.5 SEER Heating input Sensible cooling 6300 Btuh Heating output 9600 Btuh @ 47°F Latent cooling 2700 Btuh Temperature rise 29 °F Total cooling 9000 Btuh Actual air flow 300 cfm Actual air flow 300 cfm Air flow factor 0.118 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.71 Capacity balance point=-9°F ROOM NAME Area Htg load Clg load Htg AVF CIg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) ZONE#4 162 2534 6894 300 300 FCU 4 162 2534 6894 300 300 Other equip loads 0 0 Equip. @ 0.95 RSM 6549 Latent cooling 2771 TOTALS I 162 I 2534 I 9321 I 300 I 300 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -jJ- wrightsoft" 2025-Jun-0316:12:40 Right-Suite@ U niversal 2022 22.0.07 RSU1 0077 Page ...McKeand sResidencelMcKeand Goldman Residence.rup Calc=MA Front Door faces: N Hkolb Load Short Form Job: McKeand Res Date: Jun 03,2025 FCU 5 By: FR HEATING T COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project Information For: McKeand Residence 100 Salt Marsh Lane, Peconic, NY 11958 Design Information Htg Clg Infiltration Outside db(°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD(°F) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM36NAMHZ Cond MXZ-SM36NAMHZ AHRI ref 205975737 Coil MSZ-EF09NAW AHRI ref 205975737 Efficiency 12.5 HSPF Efficiency 16.0 EER, 30.5 SEER Heating input Sensible cooling 6300 Btuh Heating output 9600 Btuh @ 47-F Latent cooling 2700 Btuh Temperature rise 29 °F Total cooling 9000 Btuh Actual air flow 300 cfm Actual air flow 300 cfm Air flow factor 0.104 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.71 Capacitybalance point=-7°F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) ZONE#5 321 2871 6615 300 300 FCU 5 321 2871 6615 300 300 Other equip loads 0 0 Equip. @ 0.95 RSM 6285 Latent cooling 2765 TOTALS I 321 I 2871 I 9049 I 300 I 300 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t - - Wrigtltsoft- 2025-Jun-0316:12:40 Rig ht-Su ite@ U niv ersal 20 22 22.0.07 RSU 10077 Page RCK ...McKeand Residence\McKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N Load Short Form Job: McKeand Res Hkolb Date: Jun 03,2025 FCU 6 By: FR FIEATINIG+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: McKeand Residence 100 Salt Marsh Lane, Peconic, NY 11958 Design Information Htg Clg Infiltration Outside db(°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD(°F) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM36NAMHZ Cond MXZ-SM36NAMHZ AHRI ref 205975732 Coil MSZ-EF09NAW AHRI ref 205975732 Efficiency 13.5 HSPF Efficiency 16.0 EER, 30.5 SEER Heating input Sensible cooling 6300 Btuh Heating output 9600 Btuh @47°F Latent cooling 2700 Btuh Temperature rise 29 °F Total cooling 9000 Btuh Actual air flow 300 cfm Actual air flow 300 cfm Air flow factor 0.153 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.74 Ca pacity ba lance point=-13°F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE#6 84 1964 6785 300 300 FCU 6 84 1964 6785 300 300 Other equip loads 0 0 Equip. @ 0.95 RSM 6446 Latent cooling 2325 TOTALS I 84 I 1964 1 8771 I 300 1 300 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft" 2025-Jun-0316:12:40 Right-Suite®Universal 2022 22.0.07 RSU10077 Page 8 +�� ...McKeand ResidencelMcKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N kolb Buildin Anal sis Job: McKeand Res g Y Date: Jun 03,2025 Entire House By: FR HEATlw5 y COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: McKeand Residence 100 Salt Marsh Lane, Peconic, NY 11958 Design Conditions Location: Indoor: Heating . Cooling Suffolk County AFB, NY, US Indoor temperature(T) 70 72 Elevation: 67 ft Design TD(T) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(T) 12 90 Infiltration: Dailyrange(T) - 16 ( M ) Method Simplified Wetbulb(°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ft' Btuh %of load Walls 3.1 5019 18.2 walls Glazing 33.1 11367 41.1 Infil�o, Doors 22.6 897 3.2 Ceilings 1.3 1288 4.7 Floors 2.4 2030 7.3 Infiltration 3.5 7047 25.5 Ducts 0 0 Piping 0 0 Roos Humidification 0 0 Ventilation 0 0 Ceilings Adjustments 0 acdng Ims Total 1 27649 100.0 Component Btuh/ftz Btuh %of load Walls 0.9 1532 2.8 VWIs Glazing 49.8 17125 31.0 Doors 12.3 487 0.9 Ceilings 0.7 667 1.2 Gaim----, Floors 0.0 41 0.1 Infiltration 0.5 943 1.7 Ducts 0 0 Ventilation 0 0 �� Internal gains 34380 62.3 Blower . 0 0 Cta Adjustments 0 Total 55175 100.0 Latent Cooling Load= 18463 Btuh Overall U-value=0.094 Btuh/ft2--°F, Window/Floor Area=19.5% Data entries checked. Bold/itatic values have been manually overridden - wri�htsoft- 2025-Jun-0316:12:40 --a -�•� Right-Suite®Universal 2022 22.0.07 RSU10077 Page 1 ...McKeand Residence\McKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N kolb Buildin Anal $I$ Job: McKeand Res g Y Date: Jun 03,2025 H FCU 1 By: FR HEATIN;a r COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: McKeand Residence 100 Salt Marsh Lane, Peconic, NY 11958 Desim Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature ff) 70 72 Elevation: 67 ft Design TD(°F) 58 18 Latitude: 42'N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr4b) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Dailyrange(°F) - 16 ( M ) Method Simplified Wetbulb(°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) • Component Btu hfiF Btuh %of load Walls 3.1 1198 12.4 VWl Glazing 33.1 5664 58.5 In"'a"iOn Doors 0 0 0 Ceilings 1.2 749 7.7 Other Floors 1.7 113 1.2 Infiltration 3.5 1961 20.2 Odlings Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 aaa� Total 96841 100.0 Component Btuh/ftZ Btuh %of load Walls 0.9 365 2.2 WIs Glazing 50.8 8710 52.1 Doors 0 0 0 Ceilings 0.6 372 2.2 Irtertl Gars Floors 0.5 35 0.2 Infiltration 0.5 262 1.6 Ducts 0 0 Ventilation 0 0 Gain3 Internal gains 6980 41.7 Blower 0 0 Adjustments 0 Total 16725 100.01 aamkgs Latent Cooling Load=4300 Btuh Overall U-value=0.114 Btuh/ftz°F, Window/Floor Area=28.6% WARNING:window to floor area ratio=28.6%-more than 25%. Bold/italic values have been manually overridden ti -F- wrightsoft- 2025-Jun-0316:12:40 Rig htSu ite@ Universal 2022 22.0.07 RSU 10077 page 2 ...McKeand ResidencelMcKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N b Building y Anal $I$ Job: McKeand Res Date: Jun 03,2025 HkolFCU 2 By: FR HEATINv-COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project For: McKeand Residence 100 Salt Marsh Lane, Peconic, NY 11958 Desigin Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(°F) 70 72 Elevation: 67 ft Design TD(°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Dailyrange (°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ftz Btuh %of load Walls 3.1 1231 18.4 vil Glazing 33.1 3212 48.1 IrfiltrAcn Doors 0 0 0 Ceilings 1.2 479 7.2 Floors 1.7 20 0.3 Infiltration 3.5 1740 26.0 Cher Ducts 0 0 Piping 0 0 Ceilings Humidification 0 0 Ventilation 0 0 Adjustments 0 aaang Total 1 1 66821 100.0 Component Btuh/ft' Btuh %of load Walls 0.9 376 3.0 VIAIS Glazing 57.4 5575 44.6 Doors 0 0 0 !" Ceilings 0.6 238 1.9 Floors 0.5 6 0.0 Infiltration 0.5 233 1.9 c3a�rg__ —Irtard C3drs Ducts 0 0 Ventilation 0 0 Internal gains 6060 48.5 Blower 0 0 Adjustments 0 Total 12488 100.0 cts Latent Cooling Load=3611 Btuh Overall U-value=0.100 Btuh/ft?°F, Window/Floor Area=25.3% WARNING:window to floor area ratio=25.3%-more than 25%. Bold/italic values have been manually overridden -Fk wrightsoft- 2025-Jun-0316:12:40 ,.�` - Right-Suite@Universal202222.0.07RSU10077 Page ...McKeand Residence\McKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N kolb Buildin Anal sis Job: McKeand Res 9 y Date: Jun 03,2025 FCU 3 By: FIR HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: McKeand Residence 100 Salt Marsh Lane, Peconic, NY 11958 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(°F) 70 72 Elevation: 67 ft Design TD(`F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Drybulb(°F) 12 90 Infiltration: Dailyrange (°F) - 16 ( M ) Method Simplified Wetbulb(°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/fi2 Btuh %of load Walls 3.1 1062 27.1 Glazing 33.1 793 20.3 WAI Doors 0 0 0 Irdilhation Ceilings 1.9 33 0.8 Floors 3.4 732 18.7 Infiltration 3.5 1292 33.0 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Gadng Adjustments 0 Roos Total 3913 100.0 , Other Component Btuh/fF Btuh %of load Walls 0.9 324 4.3 vwl$ Glazing 75.7 1817 23.9 Doors 0 0 0 Ceilings 1.8 31 0.4 Floors 0 0 0 Infiltration 0.5 173 2.3 Ducts 0 0 Ventilation 0 0 Irfil m Internal gains 5260 69.2 Blower 0 0 lrterd�� Adjustments 0 Total 7605 100.0 Latent Cooling Load=2690 Btuh Overall U-value=0.075 Btuh/ft'L°F, Window/Floor Area=11.3% Data entries checked. Bold/italic values have been manually overridden TPr wrightsoft` 2025-Jun-0316:12:40 +' -� - Right-Suite@Universal202222.0.07RSU10077 Page4 .�CCA ...McKeand Residence\McKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N kolb Building YSIS Anal Job: McKeand Res Date: Jun 03,2025 FCU 4 By: FR HEATINGTCOOLING Kolb Mechanical 11500 Old Sound Ave.,Mattiluck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project.Information For: McKeand Residence 100 Salt Marsh Lane, Peconic, NY 11958 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(°F) 70 72 Elevation: 67 ft Design TD(°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Dailyrange (°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ft' Btuh %of load Walls 3.1 606 23.9 Glazing 33.1 705 27.8 NkII Doors 0 0 0 Irfilhaticn Ceilings 1.9 27 1.1 Floors 2.7 433 17.1 Infiltration 3.5 763 30.1 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 acdng Amy Adjustments 0 Total 2534 100.0 + Component Btuh/ft2 Btuh %of load Walls 0.9 185 2.7 Vdls Glazing 61.9 1321 19.2 Doors 0 0 0 �: Ceilings 1.8 26 0.4 Floors 0 0 0 py , Infiltration 0.5 102 1.5 Ducts 0 0 Ventilation 0 0 Internal gains 5260 76.3 Blower 0 0 Irterd ors Adjustments 0 Total 6894 100.0 Latent Cooling Load=2771 Btuh Overall U-value=0.077 Btuh/ft22F, Window/Floor Area=13.2% Data entries checked. Bold/italic values have been manually overridden 4- wrightsoft- 2025-Jun-03 16:12:40 r�`_� -•� +- - Right-Suite@ Universal 202222.0.07 RSU10077 Page Rv McKeand ResidencelMcKeand Goldman Residence.rup Calc=MA Front Door faces: N BuildingAnalysis Job: McKeand Res Hkolb Jy Date: Jun 03,2025 FCU 5 By: FR HEATING'COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: McKeand Residence 100 Salt Marsh Lane, Peconic, NY 11958 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(T) 70 72 Elevation: 67 ft Design TD(°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(T) 12 90 Infiltration: Dailyrange(T) - 16 ( M ) Method Simplified Wet bulb ff) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ftz Btuh %of load Walls 3.1 493 17.2 MIS Glazing 33.1 331 11.5 Inliltraticn Doors 22.6 897 31.3 Ceilings 0 0 0 Floors 1.3 416 14.5 aajrxj-_ Infiltration 3.5 734 25.6 Ducts 0 0 Piping 0 0 Humidification 0 0 Rcas Ventilation 0 0 Adjustments 0 ;1 teas Total 2871 100.0 Component Btuh/ft2 Btuh %of load Walls 0.9 150 2.3 C3a� VdIs Glazing 61.9 619 9.4 Doors 12.3 487 7.4 Ceilings 0 0 0 C1Fs Floors 0 0 0 Infiltration 0.5 98 1.5 Ducts 0 0 Ventilation 0 0 Internal gains 5260 79.5 Blower 0 0 Adjustments 0 Iltar��� Total 6615 100.0 Latent Cooling Load=2765 Btuh Overall U-value=0.069 Btuh/ft!L°F, Window/Floor Area=3.1 % WARNING:window to floor area ratio=3.1%-less than 5%. Bold/italic values have been manually overridden - - wrighYsot�t^ 2025-Jun-0316:12:40 �+ ».., Right-Suite®Universa1202222.0.07 RSU10077 Page6 ...McKeand ResidencelMcKeand Goldman Residence.rup Calc=MA Front Door faces: N Hkolb Buildin Anal $IS Job: McKeand Res g Y Date: Jun 03,2025 FCU 6 By: FR H EAT 6t'JG +COO LlN`a Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: McKeand Residence 100 Salt Marsh Lane, Peconic, NY 11958 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature (T) 70 72 Elevation: 67 ft Design TD(7) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(T) 12 90 Infiltration: Dailyrange(T) - 16 ( M ) Method Simplified Wet bulb(°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/fF Btuh %of load Walls 3.1 429 21.8 Glazing 33.1 661 33.7 'AI Doors 0 0 0 Infilaatim Ceilings 0 0 0 Floors 3.8 316 16.1 Infiltration 3.5 558 28.4 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Boas Adjustments 0 °�`u Total 1964 100.0 rag• • • Component Btu h/fF Btuh %of load Walls 0.9 131 1.9 Qta Glazing 51.0 1020 15.0 Gad Doors 0 0 0 . \.= Ceilings 0 0 0 ; Floors 0 0 0 Infiltration 0.5 75 1.1 Ducts 0 0 Ventilation 0 0 Internal gains 5560 81.9 Blower 0 0 Adjustments 0 Irterd Girs Total 1 6785 100.0 Latent Cooling Load=2325 Btuh Overall U-value=0.100 Btuh/ftz--'F, Window/Floor Area=23.8% Data entries checked. Bold/italic values have been manually overridden t 't'� Wri�hlCsoft-a•- ••. Right-Suite®Universal 2022 22.0.07 RSU10077 2025-Jun-0316:12:40Page 7 ACCX ...McKeand Residence\McKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N Project Summary Job: McKeand Res ro Hkolb Date: Jun 03,2025 Entire House By: FR HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Matliluck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Proiect Information For: McKeand Residence 100 Salt Marsh Lane, Peconic, NY 11958 Notes: Design Information; Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 27649 Btuh Structure 55175 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 27649 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 52416 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 18463 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ft2) 1764 1764 Equipment latent load 18463 Btuh Volume(ft') 14326 14326 Air changes/hour 0.46 0.20 Equipment Total Load(Sen+Lat) 70879 Btuh Equiv.AVF (cfm) 111 48 Req.total capacity at 0.70 SHR 6.2 ton Heating Equipment Summary Cooling Equipment Summary 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 °F 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 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -0 Rig wrigl�tso42- 2025-Jun-0316:12:40 ^., --- Right-Suite®Universal202222.0.07RSU10077 Page 14e + ...McKeand Residence\McKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N kolb Project Summary Job: McKeand Res ro J � Date: Jun 03,2025 FCU I By: FIR HEATIPJG+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Proiect Information For: McKeand Residence 100 Salt Marsh Lane, Peconic, NY 11958 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 of Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 9684 Btuh Structure 16725 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 9684 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 15889 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 4300 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft') 600 600 Equipment latent load 4300 Btuh Volume(ft3) 4740 4740 Air changes/hour 0.39 0.17 Equipment Total Load(Sen+Lat) 20189 Btuh Equiv.AVF(cfm) 31 13 Req.total capacity at 0.70 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM36NAMHZ Cond MXZ-SM36NAMHZ AHRI ref 206223008 Coil SVZ-KP24NA AHRI ref 206223008 Efficiency 9.2 HSPF Efficiency 9.9 EER, 16 SEER Heating input Sensible cooling 16800 Btuh Heating output 23000 Btuh @ 47°F Latent cooling 7200 Btuh Temperature rise 26 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.083 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.80 Capacitybalance point=-30°F Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrigF�tsofft- 2025-Jun-0316:12:40 -•-• ---� Right-Suite®Universal202222.0.07 RSU10077 Page McKeand Residence\McKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N ®� Project Summa Jab: McKeand Res FCU 2 Byte: FR 03,2025 iiE.4TING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Proiect Information For: McKeand Residence 100 Salt Marsh Lane, Peconic, NY 11958 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 6682 Btuh Structure 12488 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 6682 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 11864 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 3611 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating cooling (none) Area(ftz) 384 384 Equipment latent load 3611 Btuh Volume(ft') 3034 3034 Air changes/hour 0.54 0.23 Equipment Total Load(Sen+Lat) 15474 Btuh Equiv.AVF(cfm) 27 12 Req.total capacity at 0.70 SHR 1.4 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM36NAMHZ Cond MXZ-SM36NAMHZ AHRI ref 204627056 Coil SVZ-KP18NA AHRI ref 204627056 Efficiency 10.4 HSPF Efficiency 12.5 EER, 18.4 SEER Heating input Sensible cooling 12600 Btuh Heating output 21600 Btuh @ 47°F Latent cooling 5400 Btuh Temperature rise 33 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.090 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.78 Capacitybalance point=-11 °F Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrigF�tsotFt^ACCA Right-Suite®Universal 202222.0.07 RSU10077 2025-Jun-0316:12:40 ...McKeand Residence\McKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N Page ko I b Pro ect Summary Job: McKeand Res FCU 3 Byte: FIR 03,sots HEATIM115+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Prooect Information For: McKeand Residence 100 Salt Marsh Lane, Peconic, NY 11958 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 of Inside db 72 °F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 3913 Btuh Structure 7605 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 3913 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 7225 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 2690 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 213 213 Equipment latent load 2690 Btuh Volume(ft') 1789 1789 Air changes/hour 0.68 0.29 Equipment Total Load(Sen+Lat) 9915 Btuh Equiv.AVF(cfm) 20 9 Req.total capacity at 0.70 SHR 0.9 ton Heating Equipment Summary Cooling Equipment Summary I Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM36NAMHZ Cond MXZ-SM36NAMHZ AHRI ref 205975737 Coil MSZ-EF09NAW AHRI ref 205975737 Efficiency 12.5 HSPF Efficiency 16.0 EER,30.5 SEER Heating input Sensible cooling 6300 Btuh Heating output 9600 Btuh @47°F Latent'cooling 2700 Btuh Temperature rise 29 °F Total cooling 9000 Btuh Actual air flow 300 cfm Actual air flow 300 cfm Air flow factor 0.077 cfm/Btuh Air flow factor 0.039 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.74 Capacitybalance point=-1 °F Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. =!V'tsoft' 2025-Jun-03 16:12:40 -•- »— - Right-Suite@Universal202222.0.07RSU10077 Page JffA McKeand Residence\McKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N , kolb Pro ect Summa Job: McKeand Res H : FCU 4 By FIR 03,2025 HEATING T COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Proiect Information For: McKeand Residence 100 Salt Marsh Lane, Peconic, NY 11958 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 2534 Btuh Structure 6894 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 2534 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 6549 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 2771 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ftZ) 162 162 Equipment latent load 2771 Btuh Volume(ft') 1361 1361 Air changes/hour 0.53 0.23 Equipment Total Load(Sen+Lat) 9321 Btuh Equiv.AVF(cfm) 12 5 Req.total capacity at 0.70 SHR 0.8 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM36NAMHZ Cond MXZ-SM36NAMHZ AHRI ref 205975737 Coil MSZ-EF09NAW AHRI ref 205975737 Efficiency 12.5 HSPF Efficiency 16.0 EER,30.5 SEER Heating input Sensible cooling 6300 Btuh Heating output 9600 Btuh @ 47°F Latent cooling 2700 Btuh Temperature rise 29 °F Total cooling 9000 Btuh Actual air flow 300 cfm Actual air flow 300 cfm Air flow factor 0.118 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.71 Capacitybalance point=-9°F Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtsoft' 2025-Jun-0316:12:40 =r -w�•T- Right-Suite®Universal 2022 22.0.07 RSU10077 Page 5 ...McKeand ResidencetMCKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N Pf o ect Su�� ma Job: McKeand Res �rJk o I b � � Date: Jun 03,2025 FCU 5 By: FR HEATING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)296-5527 Email:info@kolbmechanical.com Project Information For: McKeand Residence 100 Salt Marsh Lane, Peconic, NY 11958 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 2871 Btuh Structure 6615 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 2871 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 6285 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 2765 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 321 321 Equipment latent load 2765 Btuh Volume(ft3) 2696 2696 Air changes/hour 0.26 0.11 Equipment Total Load(Sen+Lat) 9049 Btuh Equiv.AVF(cfm) 12 5 Req.total capacity at 0.70 SHR 0.7 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM36NAMHZ Cond MXZ-SM36NAMHZ AHRI ref 205975737 Coil MSZ-EF09NAW AHRI ref 205975737 Efficiency 12.5 HSPF Efficiency 16.0 EER,30.5 SEER Heating input Sensible cooling 6300 Btuh Heating output 9600 Btuh @ 47°F Latent cooling 2700 Btuh Temperature rise 29 °F Total cooling 9000 Btuh Actual air flow 300 cfm Actual air flow 300 cfm Air flow factor 0.104 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.71 Capacitybalance point=-7°F Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr7 gt�#soft' 2025-Jun-03 16:12:40 »•-• -- a Right-Suite®Universal 202222.0.07 RSU10077 Page McKeand Residence\McKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N kolb Pro ect SummaryJob: McKeand Res H FCU 6 By FuRn 03,2025 HEATING Y COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project Information; For: McKeand Residence 100 Salt Marsh Lane, Peconic, NY 11958 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 1964 Btuh Structure 6785 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 1964 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 6446 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 2325 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft') 84 84 Equipment latent load 2325 Btuh Volume(fP) 706 706 Air changes/hour 0.75 0.32 Equipment Total Load(Sen+Lat) 8771 Btuh Equiv.AVF(cfm) 9 4 Req.total capacity at 0.70 SHR 0.8 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM36NAMHZ Cond MXZ-SM36NAMHZ AHRI ref 205975732 Coil MSZ-EF09NAW AHRI ref 205975732 Efficiency 13.5 HSPF Efficiency 16.0 EER,30.5 SEER Heating input Sensible cooling 6300 Btuh Heating output 9600 Btuh @ 47°F Latent cooling 2700 Btuh Temperature rise 29 °F Total cooling 9000 Btuh Actual air flow 300 cfm Actual air flow 300 cfm Air flow factor 0.153 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.74 Ca pacity ba lance point=-13°F Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigtttsoYt' 2025-Jun-0316:12:40 -• Right-Suite®Universal 202222.0.07 RSU10077 Page ...McKeand Residence\McKeand Goldman Residence.rup Calc=10J8 Front Door faces: N �O'� Right-M Worksheet Job: McKeand Res 11EAT NT rFOU SING Entire House Date: Jun 03,2025 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name Entire House FCU 1 2 Exposed wall 248.0 It 71.0 ft 3 Room height 8.1 ft 7.9 ft 4 Room dimensions 5 Room area 1764.0 ft' 600.0 ft' Ty Construction U-value Or HTM Area ft' Load Area ft' Load number (Btuh/ft'-'F I (Btuh/ft') I or perimeter (ft) (Btuh) I or perimeter (ft) (Btuh) Heat Cool Grass NIP/S Heat Cool Gross NIP/S Heat Coal 6 w 12F-4sw 0.053 ne 3.07 0.94 480 439 1351 412 198 186 570 174 �--G 1D-c2ow 0.570 ne' 33.06 44.59 22 0 727 981 12 0 397 535 ��----DD 11DO 0.390 ne 22.62 12.28 19 19 422 229 0 0 0 0 VL 12F-4sw 0.053 se 3.07 0.94 595 479 1472 449 190 158 487 148 11 1D-c2ow 0.570 se 33.06 55.09 95 0 3152 5252 31 0 1036 1726 11DO 0.390 se 22.62 12.28 21 21 475 258 0 0 0 0 yl 12F-4sw 0.053 sw 3.07 0.94 505 439 1349 412 0 0 0 0 I--G 1D-c2ow 0.570 sw 33.06 55:09 67 0 2198 3664 0 0 0 0 12F-4sw 0.053 nw 3.07 0.94 436 276 647 259 174 46 141 43 1D-c2ow 0.570 nw 33.06 44.59 32 0 1058 1427 0 0 0 0 1 D-c2owd 0.570 nw 33.06 44.59 128 0 4232 5707 128 0 4232 5707 C 16X19-30ad 0.032 1.25 0.62 984 984 1228 611 600 600 749 372 C C part ceiling, 0.033 1.94 1.84 31 31 60 __ 57 0 0 0 0 F 19A-30bswp 0.034 1.65 0.51 80 . 80 132 41 68 68 113 35 F 22D-5wpl 0.287 16.65 0.00 780 114 1898 0 0 0 0 0 61 c)AED excursion 1 93 742 Envelope loss/gain 1 20602 19852 1 1 7723 9483 12 a) Infiltration 7047 943 1961 262 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 16 3680 6 1380 Appliances/other 30700 5600 Subtotal(lines 6 to 13) 27649 55175 9684 16725 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 27649 55175 9684 16725 15 Duct loads 0% 0% 0 0 0% 0% 0 0 Total room Air rrequi dl oad(c m) I I I 27649 2600I 55175 2600I I I 9684 800I 16725 800I Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed. -Fi.F- wrlgf��soYl� 2025-Jun-0316:12:40 Right-Suite@ Universal 2022 22.0.07 RSU10077 Pagel ...McKeand ResidencelMcKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N k�� Right-J® Worksheet Job: McKeand Res HEAT NG+COO-INN Entire House Date: Jun 03,2025 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name FCU 2 FCU 3 2 Exposed wall 63.0 ft 44.0 it 3 Room height 7.9 ft 8.4 It 4 Room dimensions 5 Room area 384.0 ft' 213.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft2) Load number (Btuh/ft'-F I (Btuh/ft') or perimeter (ft) I (Btuh) or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-4sw 0.053 ne 3.07 0.94 47 47 146 44 92 92 284 87 1D-c2ow 0.570 ne 33.06 44.59 0 0 0 0 0 0 0 0 11DO 0.390 ne _ 22.62 12.28 0 _ 0 0 0 0 0 0 0 12F-4sw 0.053 se 3.07 0.94 95 72 222 68 17 17 52 16 11 1D-c2ow 0.570 se 33.06 55.09 23 0 749 1249 0 0 0 0 11DO 0.390 se 22.62 12.28 0 0 0 0 0 0 0 0 Vy 12F-4sw 0.053 sw 3.07 0.94 245 202 622 190 143 119, 365 111 �C 1D-c2ow 0.570 sw 33.06 55.09 43 0 1405 2341 24 0 793 1322 Val 12F-4sw 0.053 nw 3.07 0.94 111 79 242 74 118 118 362 110 1D-c2ow 0.570 nw 33.06 44.59 32 0 1058 1427 0 0 0 0 1 D-c2owd 0.570 nw 33.06 44.59 0 0 0 0 0 0 0 0 C. 16X19-30ad 0.032 1.25 0.62 384 384 479 238 0 0 0 0 C C part ceiling, 0.033 1.94 1.84 0 0 0 0 17 17 33 31 F 19A-30bswp 0.034 1.65 0.51 12 12 20 6 0 0 0 0 F 22D-5wpl 0.287 16.65 0.00 0 0 0 0 213 44 732 0 61 c)AED excursion 1 5581 1 1 1 494 Envelope loss/gain 1 4943 6195 1 1 2621 2172 12 a) Infiltration 1740 233 1292 173 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 5600 4800 Subtotal(lines 6 to 13) 6682 12488 3913 7605 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6682 12488 3913 7605 15 Duct loads 0% 0% 0 0 0% 0% 0 0 Total room Air requiredIoad(cfm) I I I 6600I 12600 I I 3300I 7300I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�- wrlgt�tsallt 2025-Jun-0316:12:40 Right-Suite@ Universal 2022 22.0.07 RSU10077 Page 2 AaeA McKeand Residence\McKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N �..i k®� Right-M Worksheet Job: McKeand Res Entire House Date: Jun 03,2025 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name FCU 4 FCU 5 2 Exposed wall 26.0 ft 25.0 ft 3 Room height 8.4 It 8.4 ft 4 Room dimensions 5 Room area 162.0 ft2 321.0 ft' T Construction U-value Or HTM Area ft' Load Area ft' Load Y number (Btuhlft'-'F I (Btuh/ft-) I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/PIS Heat Cool 6 Vy 12F-4sw 0.053 ne 3.07 0:94 0 0 0 0 42 23 72 22 I�pG, 1D-c2ow 0.570 ne 33.06 44.59 0 0 0 0 0 0 0 0 11 DO 0.390 ne 22.62 12.28 0, 0 0 0 19 19 422 229 W 12F4sw 0.053 se 3.07 0.94 101 79 244 75 134 103 318 97 11 1 D-c2ow 0.570 se 33.06 55.09 21 0 705 1175 10 0 331 551 �p 11D0 0.390 se 22.62, 12.28 0 0 0 0 21 21 475 , 258 yl 12F-4sw 0.053 sw 3.07 0.94 118 118 362' 110 0 0 0 0 i G 1 D-c2ow 0.570 sw 33:06 55.09 .0 0 0 0 0 0 0 0. 12F-4sw 0.053 nw 3.07 0.94 0 0 0 0 34 34 103 32 1D-c2ow 0.570 nw 33.06 44.59 0 0 0 0 0 0 0 0 1D-c2owd 0.570 nw, 33.06 44.59_ 0 0 0 0 _0 0 0 0 C 16X19-30ad 0.032 1.25, 0:62 0 0 0 0 0 0 0 0 C C part ceiling, 0.033 1.94 1:84 14 14 27 26 0 0 0 0 F 19A-30bswp 0.034 '1.65 0.51 0 0 0. 0. 0 0 0 0 F 22D-5wpl 0.287 16.65 0.00 162 26 433 0 321 25 416 0 61 c)AED excursion 1461 1 1 1 69 Envelope loss/gain 1771 1532 1 1 2137 1257 12 a) Infiltration 763 102 734 98 b) Room ventilation 0 O 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 4800 4800 Subtotal(lines 6 to 13) 2534 6894 2871 6615 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2534 6894 2871 6615 15 Duct loads 0% 0% 0 0 0% 0% 0 0 A871615 ir al roomrequi dl(cfm) I I oad 2300I 6300I I 2300I 6300I Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed. -r�.r vtirrleyht�csfC 2025-Jun-03 16:12:40 - - - Right-Suite®U niversal 2022 22.0.07 RSU10077 Page 3 ...McKeand Residence\McKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N ®ko 1 b Right-J® W orksheet Job: McKeand Res FILAT NG t COO-INN Entire House Date: Jun 03,2025 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name FCU 6 2 Exposed wall 19.0 ft 3 Room height 8.4 ft 4 Room dimensions 5 Room area 84.0 ft2 Ty Construction U-value Or I HTM I Area (ft') I Load I Area I Load number (Btuhift"F (Btuh/fN) or perimeter (ft) (8tuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 w 12F-4sw 0.053 ne 3.07 0.94 101 91 279 85 �--G 1D-c2ow 0.570 ne 33.06 44.59 10 0 331 446 ��----DD 11DO 0.390 ne 22.62 12.28 0 0 0 0 12F-4sw 0.053 se 3.07 0.94 59 49 150 46 11 G 1D-c2ow 0.570 se 33.06 55.09 10 D 331 551 -::pDD 11 D0 0.390 se 22.62 12.28 0 0 0 0 W 12F-4sw 0.053 sw 3.07 0.94 0 0 0 0 G 1 D-c2ow 0.570 sw 33.06. 55.09 0 0 0 0 Vy 12Fc2ow 0. nw 3.07 . 0 0 0 0 1D-c2ow 0.570570 nw 33.06 444.5959 0 0 0 0 C 1D-c2owd 0.570 nw _ 33.06 44.59 0 0 0 0 C 16X19-30ad 0.032 1.25 0.62 0 0 0 0 C C part ceiling, _ _ 0.033 1.94 1.84 0 0 0 0 F 19A-30bswp 0.034 1.65 0.51 0 0 0 0 F 22D-5wpl 0.287 16.65 0.00 84 19 316 D 61 c)AED excursion 123 Envelope loss/gain 1 1407 1151 12 a) Infiltration 558 75 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 2 460 Appliances/other 5100 Subtotal(lines 6 to 13) 1964 6785 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1964 6785 15 Duct loads 0% 0% 0 0 Total room load I I I 19641 67851 Air required(cfm) 300 30D Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. F#- wrig��Xsoet- 2025-Jun-0316:12:40 _ /EGA �~ ��� Right-Suite@ Universal 202222.0.07 RSU10077 Page ..McKeand Residence\McKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N ®k�� Right-J® Worksheet Job: McKeand Res II[AT NG f�OGLiN r, FCU 1 Date: Jun 03,2025 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name FCU 1 ZONE 91 2 Exposed wall 71.0 It 71.0 ft 3 Room height 7.9 It 7.9 ft heattcool 4 Room dimensions 24.0 x 25.0 ft 5 Room area 600.0 ft' 600.0 fN Ty Construction U-value Or HTM Area (ft2) Load Area (ft') Load number (Btuhlft'-°F (Btuh/ft') I or perimeter (ft) (Btuh) I or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 12F-4sw 0.053 no 3.07 0.94 198 186 570 174 198 186 570 174 1D-c2ow 0.570 no 33.06 44.59 12 0 397 535 12 0 397 535 11DO 0.390 no 0.00 0.00 0 0 0 0 0 0 0 0 Vy 12F-4sw 0.053 se 3.07 0.94 190 158 487 148 190 158 487 148 11 L�G 1D-c2ow 0.570 se 33.06 55.09 31 0 1036 1726 31 0 1036 1726-p 11130 0.390 se 0.00 _ 0.00 0 0 _ 0 0 0 0 0 0 Vy 12F-4sw 0.053 sw 0.00 0.00 0 0 0 0 0 0 0 0 L--G 1D-c2ow 0.570 sw 0.00 0.00, 0 0 0 0 0 0 0 0 12F-4sw 0.053 nw, 3.07 0.94 174 46 141 43 174 46 141 43 LAC 1 D-c2ow 0.570 nw, 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2owd 0.570 nw 33.06 44.59 128 0 4232 5707 128 0 4232 5707 C 16X19-30ad 0.032 1.25 0.62 600 600 749 372. 600 600 749 372 C C part ceiling, 0.033 0.00 0.00 0 0 0 0 0 0 0 0 F 19A-30bswp 0.o34 1.65 0.51 68 68 113 35 68 68 113 35 F 22D-5wpl 0.287 0.00 0.00 0 0 0 0 0 0 0 0 61 c)AED excursion 1 742 742 Envelope loss/gain 1 7723 9483 1 1 7723 9483 12 a) Infiltration 1961 262 1961 262 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 6 1380 Appliances/other 5600 5600 Subtotal(lines 6 to 13) 9684 16725 9684 16725 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 9684 16725 9684 16725 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Air requi dal room load(cfm) I 98 0 16800 7251 I I 98 0I 167251 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -ri- wrigmCcaYt` 2025-Jun-0316:12:40 A_ZA �- --^ Right-Suite@ U niversal 2022 22.0.07 RSU1 0077 Page McKeand ResidencelMcKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N ® � Right-.® W orkSheet Job: McKeand Res FCU 2 Date: Jun 03,2025 I-t EAT,NG+C�.,3J!Nu By FIR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name FCU 2 ZONE#2 2 Exposed wall 63.0 it 63.0 it 3 Room height 7.9 it 7.9 it heat/cool 4 Room dimensions 1.0 x 384.0 It 5 Room area 384.0 ft' 384.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'-°F I (Btuh/ft') I or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heal Cool 6 12F-4sw 0.053 ne 3.07 0.94 47 47 146 44 47 47 146 44 1D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 D0 0.390 ne 0.00 0.00 D 0 0 0, 0 0 0 0 12F-4sw 0.053 se 3.07 0.94 95 72 222 68 95 72 222 68 11 1D-c2ow 0.570 se 33.06 55.09 23 0 749 1249 23 0 749 1249 ��pp 1100 0.390 se 0.00 0.00 0 0 0 0 0 0 0 0 Vy 12F-4sw 0.053 sw 3.07 0.94. 245 202 622 190 245 202 622 190 t G 1D-c2ow 0.570 sw. 33.06 .55.09 43 0 1405 2341 43 0 1405 2341 V� 12F-4sw 0.053 nw 3.07 0.94 111 79 242 74 111 79 242 74 I�CGI 1D-c2ow 0.570 nw 33.06 44.59 32 0 1058 1427 32 0 1058 1427 1D-c2owd 0.570 my 0.00 0.00 0 0 0 0 0 0 0 0 C 16X19-30ad 0.032 1.25 0.62 384 384 479 238 384 384 479 238 C C part ceiling, 0.033 0.00 0.00 0 0 0 0 0 0 0 0 F 19A-30bswp 0.034 1.65 0.51 12 12 20 6 12 1220 6 F 22D-5wpl 0.287 0.00 0.00 0 0 0 0 0 0 0 0 61 c)AED excursion 1 558 558 Envelope loss/gain 4943 6195 4943 6195 12 a) Infiltration 1740 233 1740 233 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 5600 5600 Subtotal(lines 6 to 13) 6682 12488 6682 12488 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6682 12488 6682 12488 15 Duct loads 0% 0% 0 0 _0% 0% 0 0 Air al roomrequi dl(cfm) I I I oad6600I 6821 124881 600 I I 6600 I 12600I Calculations approved by ACCA to meet all requirements of Manual J 8th.Ed. -4- 2025-Jun-03 16:12:40 Right-Suite®Universal 202222.0.07 RSU10077 Page ...McKeand Residence\McKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N ®kolb Right-MWOrksheet Job: McKeand Res FCU 3 Date: Jun 03,2025 HEAT;NGG COOLING By FIR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name FCU 3 ZONE#3 2 Exposed wall 44.0 It 44.0 ft 3 Room height 8.4 ft 8.4 ft heat/cool 4 Room dimensions 1.0 x 213.0 ft 5 Room area 213.0 ft' 213.0 ft2 T Construction U-value Or HTM Area ft' Load Area ft' Load Y number (Btuh/W_'F I (Btuh/W) or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 w 12F4sw 0.053 ne 3.07 6.94 92 92 284 87 92 92 284 87 G 1D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 0 0 0 0 II -DD„11D0. 0.390 ne 0.00 0.00 0 0 _ _. 0 0 0 0 Val 12F4sw 0.053 se 3.07 0.94 17 17 52 16 17 17 52 16 11 LL_ 1D-c2ow 0.570 se 0.00 0.00 0 0 0 0 0 0 0 0 11D0. -_ , _ _ 0.390 se 0.00, _ 0.00 0- -0 _ '--o 0 0 _ 0 _ Q. 0 Vy 12F-4sw 0.053 sw 3.07 6.94 143 119 365 111 143 119 '365 111 �G 1 D-c2ow 0.570 sw - 33.06 55.09 24 -. 0 _793 . . 1322, 24 0 793 1322 12F-4sw 0.053 nw 3.07 0.94 118 118 362 110 118 118 362 110 1 D-c2ow 0.570 nw 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2owd_ 0.570 nw_ 0.00 0.00 0 _., 0 •,,.___-0 0 0__- _ __0 0 0 C 16X19-30ad, 0.032 0.00. 0.00 0 0 0 0 0 0 0. 0 C C part ceiling, 0.033 1.94 1.84 17 17 33 31 17 _ 17 33 31 F 19A006swp_. 0.034 0.00 0.00.. -6 - 0 _ .. _0 0 0 0. 0 0 F__ _._22D-5wp1_ _ 0.287 16.65 0.00• 213 44 _.732 _ 0 213 _ 44 732 0 61 c)AED excursion 1 494 494 Envelope loss/gain 2621 2172 2621 2172 12 a) Infiltration 1292 173 1292 173 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 4800 4800 Subtotal(lines 6 to 13) 3913 7605 3913 7605 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3913 7605 3913 7605 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Air al room required)oad(cfm) I I 3300I 7605 300 I I 3300 76051 300 Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed. �°}� wrigt�t�ott 2025-Jun-0316:12:40 Right-Suite@ U nlversal 2022 22.0.07 RSU10077 Page 7 McKeand Residence\McKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N ��� '� Right-M Worksheet Job: McKeand Res FCU 4 Date: Jun 03,2025 HEAT'.NG+C'00LING By FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name FCU 4 ZONE#4 2 Exposed wall 26.0 ft 26.0 It 3 Room height 8.4 ft 8.4 ft heat/cool 4 Room dimensions 1.0 x 162.0 ft 5 Room area 162.0 ft' 162.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (fN) Load number (Btuh/ft'-°F (Btuh/ft') or perimeter (ft) (Btuh) I or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1217-4sw 0.053 ne 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 0 0 0 0 0.390 ne 0.00 0,00 ._ _ 0'. „0, 0 _0 _ 0 0 0 - . .0 Val 12F-4sw 0.053 se 3.07 0.94 101 79 244 75 101 79 244 75 11 F-G 1D-c2ow 0.570 se 33.06 55.09 21 0 705 1175 21 0 705 1175 11 D0 _. 0.390 se 0.00 _ _0.00__._ 0 _ 0, .. . _ 0 _. - 0, _ .0 __0 _ , _ 0 __ ____0 Vy 12F4sw 0.053 sw 3.07 . 0.94 118 1,18 362 110 118 118 362 110 __G ID-c2ow 0.570 sw. 0.00 0.00 0 0 0 0' 0 0 .0 0 12F-4sw 0.053 nw 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ow 0.570 nw 0'.00 0.00 0 0 0 0 0 0 0 0 1D-c2owd„ 0.570 nw ., 0.00 0.00 0, 0 _.0 _ _ 0 _ 0 _ 0 _0 _ 0 .0 16X19-30ad. 0.032 0.00,. -0.00 0.00.. . 0 0 0 0... 0 0 0 _ _ 0 C C part.ceiling, D.033 1.94 1.84 14 14 27 26 14 14 27 26, _ _ . .F _ 19A-366swpl 0.034. 0.00 0.00 0 0 ,0 0 0 0, 0 0 22D-5wpl ... 0.287 16.65 0:00-... 162,. . ._..26 _. _._433 . 0.- .__ 1.62 26 433 ... 0 61 c)AED excursion 1461 1 146 Envelope loss/gain 1771 1532 1 1 1771 1532 12 a) Infiltration 763 102 763 102 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 4800 4800 Subtotal(lines 6 to 13) 2534 6894 2534 6894 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2534 6894 2534 6894 15 Dud loads 0% 0% 0 0 -0% 0% 0 0 ATotal load ir requi d(cfm) I I 2534 300I 6894 300I I 2534 300I 6894 300I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _40- rBwa 1: 5fC 2025-Jun-0316:12:40 =-. ?..�- Right-SuiteOUniversal202222.0.07RSU10077 Page McKeand Residence\McKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N k� � Right-J® Worksheet Job: McKeand Res FCU 5 Date: Jun 03,2025 HEAT-NG+CCO-ING By FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name FCU 5 ZONE#5 2 Exposed wall 25.0 ft 25.0 ft 3 Room height 8.4 ft 8.4 ft heat/cool 4 Room dimensions 1.0 x 321.0 ft 5 Room area 321.0 ft2 321.0 ft2 Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'-°F I I (Btuhlft°) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool j Gross I N/P/S j Heat Cool Gross N/P/S Heat Cool 6 Vy 12F-4sw 0.053 ne 3.07 0.94 42 23 72 22 42 23 72 22 1D-c2ow 0.570 ne 10.00 0.00. 0 0 0 0 0 0 0 0 11D0 0.390 ne 22.62 12.28 19 19 422 229 19 19 422 229 12F-4sw 0.053 se 3.07 0.94 134 103 318 97 134 103 318 97 11 1D-c2ow 0.570 se 33.06 55.09 10 0 331 551 10 0 331 551 11 DO 0.390 se 22.62 12.28 21 21 .475, 258 21 21 _475 258 ly 12F-4sw 0.053 sw 0.00 0.00 0 0 0 0 0 0 0 0 L-G 1 D-c2ow 0.570 sw 0.00 0:00 0 0 0 0 0 0 0 0 V(I 12F-4sw 0.053 nw 3.07 0.94 34 34 103 32 34 34 103 32 11 CC, 1 D-c2ow 0.570 nw 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2owd 0.570 nw 0.00 0.00 0 0 0 _ 0 0 0 0 -0 C 16X19-30ad 0.032 0.00 0.00 0. 0. 6 0 - 0 0 0 0 C C part ceiling, 0.033 0.00 0.00 _0 0 0 0 0 0 0 0 _ F 19A-30bswp 0.034 0.00 , 0.00 0 0 .0 - 0 0 0 6 0 F 22D-5wpl 0.287 16.65 0.00 321 25 _ 416 0 321 25 416 0 6 c)AED excursion 69 1 1 69 Envelope loss/gain 2137 1257 1 1 2137 1257 12 a) Infiltration 734 9B 734 98 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 4800 4800 Subtotal(lines 6 to 13) 2871 6615 2871 6615 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2871 6615 2871 6615 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Airrequomdl(cdn) I I I 2300I 6300I I I 2300 8711 6300I Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed. -f wric�teX�KsiR'® 2025•Jun-0316:12:40 - - Right-SuiteOUniversal202222.0.07RSU10077 Page McKeand ResidencelMcKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N ® ��� Right-J® Worksheet Job: McKeand Res FCU 6 Date: Jun 03,2025 H[4T"r4G+CC OIL ING By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name FCU 6 ZONE H6 2 Exposed wall 19.0 ft 19.0 ft 3 Room height 8.4 ft 8.4 ft heat/cool 4 Room dimensions 7.0 x 12.0 ft 5 Room area 84.0 fN 84.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (w) Load number (Btuh/ft'_'F I (Btuh/ft') I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat I Cool Gross I N/P/S j Heat I Cool j Gross I N/P/S j Heat Cocl 6 . 12F-4sw 6.053 ne 3.07. 0.94 101, 91 279 85 101 91 279 85 1D-c2ow 0.510 ne 33.06 44.59 10 0 331 446 10 0 331 446 11DO 0.390 ne 0.00 0:00 0 0 0 0 0 0 0 0 12F-4sw 0.053 se 3.07 0.94 59 49 150 46 59 49 150 46 11 I�--pC 1D-c2ow 0.570 se 33.06 55.09 10 0 331, 551 10 0 331 551 11 DO 0,390 se .-- _0.00 ,-_- UO _. - 0. 0 _ 0 0 _- 0 0 0 0. yl 12F-4sw 0.053 sw 0.00 0.00 0 0 0 0 0 0 0 0 "G. 1 D-c2ow 0.570 sw 0.00 --0.00 0 0 0 0 0 0 0 0 V)/ 12F-4sw 0.053 nw 0.00 0.00 0 0 0 0 0 0 0 0 it CCI 1 D-c2ow 0.570 nw 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2owd 0.570 nw 0.00 0.00 0 0 0 0 0 0 0 0 C A 6X19-30ad . 0.032 - -` 0.00 0.00 `.0. 0 . 0. .. '0 _ 0 0 0 0 C C part ceiling, 0.033 0.00 0.00 0 _ _ 0 0 0 0 0 _ 0 34 0 F - 19A-30bswp 0.0 0.00 0.00 ' 0 0 0 0 0 _-. 0 0,. 0 F 22D-5wpl 0.287 16.651. 0.00 84 19 316 O 84 19 316 0 41 61 c)AED excursion 1 1 23 23 Envelope loss/gain 1407 1151 1407 1151 12 a) Infiltration 558 75 558 75 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 5100 5100 Subtotal(lines 6 to 13) 1964 6785 1964 6785 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1964 6785 1964 6785 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 L I Total room load I I 19641 67851 I I 19641 6785 Air required(cfm) 300 300 300 300 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -� wrigt»CsQtYt^ 2025-Jun-0316:12:40 Rig ht-Suite@ Universal 2022 22.0.07 RSU10077 Page 10 ...McKeand ResidencelMcKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N N Basement MECH. /STORA E RM , 'a FONE•#5 ; Z E #4 NEE Job#: McKeand Res Kolb Mechanical Scale: 1 : 60 Performed by FIR for: Page 1 McKeand Residence 9 100 Salt Marsh Lane 11500 Old Sound Ave. Right-Suite®Universal 2022 Peconic,NY 11958 Mattituck,NY 11952 22.0.07 RSU10077 Phone:(631)298-5527 2025-Jun-03 16:13:13 info@kolbmechanical.com ,.ce\McKeand Goldman Residence.rul: N First Floor ZONE #2 ZONE #1 ® z z Job#: McKeand Res Scale: 1 : 60 Performed by FR for: Kolb Mechanical Page 2 McKeand Residence 100 Salt Marsh Lane 11500 Old Sound Ave. Right-Suite®Un ive rsa 12022 Peconic,NY 11958 Mattituck,NY 11952 22.0.07 RSU10077 Phone:(631)298-5527 2025-Jun-03 16:13:13 info@kolbmechanical.com ...ce\McKeand Goldman Residence.rul Duct System Summary Job: McKeand Res k o I bDate: Jun 03,2025 FCU 1 By: FR HEATING-COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: McKeand Residence 100 Salt Marsh Lane, Peconic, NY 11958 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.182/0.118 in H2O 0.182/0.118 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 800 cfm 800 cfm Total effective length(TEL) 368 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk ZONE#1 c 2788 160 160 0.080 8.0 Ox 0 VIFx 12.0 105.0 ZONE#1-A c 2788 160 160 0.080 8.0 Ox 0 VIFx 5.0 160.0 st3 ZONE#1-B c 2788 160 160 0.080 8.0 Ox 0 VIFx 13.0 210.0 st3 ZONE#1-C c 2788 160 160 0.080 8.0 Ox 0 VI Fx 37.0 175.0 st3 ZONE#1-D c 2788 160 160 0.080 8.0 Ox 0 VIFx 29.0 165.0 st3 ZONE#1-E c 2788 160 160 0.080 8.0 Ox 0 VI Fx 23.0 165.0 st3 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 800 800 0.080 720 13.2 8 x 20 ShtMetl Table,Return Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox0 480 480 135.0 0.080 521 13.0 Ox 0 VIFx rt2 rb3 Ox0 480 480 145.0 0.080 521 13.0 Ox 0 VIFx rt2 Bold/italic values have been manually overridden - - wrightsoW 2025-Jun-0316:12:41 Rig ht-Suite®U niv ersal 2022 22.0.07 RSU 10077 Pagel ,400- ...McKeand'ResidencelMcKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 960 960 0.080 665 14.2 8 x 26 ShtMetl WrigllOffit' 2025-Jun-03 16:12:41 ice.,- Right-Suite®Universa1202222.0.07RSU10077 Paget i� ...McKeand Residence\McKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N Duct System Summary Job: McKeand Res Hkolb Date: Jun 03,2025 FCU 2 By: FR NEA IiNG7-COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: McKeand Residence 100 Salt Marsh Lane, Peconic, NY 11958 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.176/0.124 in H2O 0.176/0.124 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 338 ft SupplyDetail Table Design Htg Cig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln(ft) Trunk ZONE#2 C 2081 120 120 0.080 7.0 Ox 0 VIFx 26.0 150.0 SO ZONE#2-A c 2081 120 120 0.080 7.0 Ox0 VIFx 31.0 130.0 SO ZONE#2-13 c 2081 120 120 0.080 7.0 Ox 0 VIFx 34.0 130.0 SO ZONE#2-C c 2081 120 120 0.080 7.0 Ox 0 VIFx 39.0 130.0 SO ZONE#2-D c 2081 120 120 0.080 7.0 Ox 0 VIFx 44.0 140.0 st1 ZONE#2-E c 2081 120 120 0.080 7.0 Ox 0 VIFx 38.0 160.0 SO Supply TrunkDetail; Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 720 720 0.080 720 12.7 8 x 18 ShtMetl Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb4 Ox0 360 360 129.0 0.080 458 12.0 Ox 0 VIFx rt1 rb9 Ox0 360 360 140.0 0.080 458 12.0 Ox 0 VIFx rt1 Bold/italic values have been manually overridden Wt 19f9tiSOfC° 2025-Jun-03 16:12:41 Right-Suite®Universal 2022 22.0.07 RSU10077 Page 3 ...McKeand Residence\McKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N 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 720 720 0.080 648 12.7 8 x 20 ShtMetl -OFI- wrigghtsoft' 2025-Jun-0316:12:41 �1,t�►, a ro.�. pR Rig ht-Suite®Universal202222.0.07RSU10077 Page iV� ...McKeand Residence\McKeand Goldman Residence.rup Calc=MJ8 Front Door faces: N S.L. MARESCA & ASSOCIA TES CONSULTING ENGINEERS 188-04 W.MONTAUK HIGHWAY•HAMPTON BAYS,NY 11946•(631)728-9480 steve@slmaresca.com November 21, 2022 Town of Southold Board of Trustees Aft: Michael J, Verity Southold Town Hall Annex 54375 Main Rd. Southold, NY 1.1971 Re: McKeand - Goldman Residence 100 Salt Mash Lane Peconic, NY SCTM# 1000-68-3-11.1 Dear Mr. Michael Collins: We are the engineering firm that has prepared the site plan for the above referenced project. Our design for this project is based on the following design criteria: - 1. We have provided for the drainage for the runoff for the main building as well as the garage, outdoor shower and for the pervious driveway. - 2. The drainage was designed for a ten year storm event, 2" rainfall. - 3. The drainage calculations use a Runoff Coefficient of 1.0 for the roof outdoor shower and the pervious gravel driveway. This runoff Coefficient was used in the driveway area to account for the slopes encountered in the design. - 4.The bottom of the drywells are set 2'minimum above the ground water elevation. - 5. The grading retained and regraded areas proposed are the minimum required to install the sanitary system as per the Suffolk County Health Department regulations. We have tried to minimize the amount of disturbance to install the driveway and parking area. This has resulted in a driveway with a maximum slope of 17%. We do not see a way of reducing this slope. This slope is less than the existing driveway. ,r 6. The regrading was designed with the attempt to minimize excavation, fill,destruction of natural vegetation and to not exceed the existing grade slope. We believe that we have provided the most efficient solution for this property. The plan meets "Town of Southold Code Chapter 236 — Stormwater Management". Please advise if any additional material is needed. We will be glad to meet with you to discuss any portions of this design. Thank you for your time and consideration. Yours Zaresca, Stev P.E. 4P(E pF NEW YOB 5 y �°v r� . . E►Za 2k' FO �� 0576% wta0 AROFESSIOIOJ, r 1 FIELD INSPECTION REPORT I DATE COMMENTS Q � FOUNDATION(1ST) ------------------------------------ FOUNDATION (2ND) � z Oe vx� ° A olAc 61 2�55 v2e �[ c � y ROUGH FRAMING& t� PLUMBING 7 r INSULATION PER N.Y. STATE ENERGY CODE n FINAL I ^_ ADDITIONAL COMMENTS 0 0 •30. 2 P o rec' s . i m S 5i n. ' ! J CiAAL- UNz x r� E� H x d r� b y ��SufFotr�oa TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631) 765-9502 hgps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT E E For Office Use Only { 56151 PR 11 2024 PERMIT NO. Building Inspector: � � Q Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant Is not the owner,an �1t Sys. ��tK•;ti; < r Owner's Authorization form(Page 2)shall be completed. Date: 0q1// 6�# OWNER(S)OF PROPERTY: Name:Deborah McKeand & Shannon Goldman SCTM#1000-68-3-11 .1 Project Address:1 00Salt Marsh Lane,.Peconic NY 11958 Phone#:917.691.9159 _ - _ Email:deb@worktablenyc,com MailingAddress:PO Box_346, Peconic NY_11958­ __ CONTACT PERSON: Name:Deborah McKeand Mailing Address:PO_Box_346,- PecO.nic NY 11958 Phone#:917.691.9159 - __--_ ___ __ _ __--_ J Email:deb@ worktablenyc.com DESIGN PROFESSIONAL INFORMATION: Name:Kramer + deConciliis Architecture, Meryl Kramer Mailing Address:PO_Box_1.600, Southold_NY 11971 __ _-------- Phone#:631.477.8736 _ Emai�:meryl@mkarchitect.com_ CONTRACTOR INFORMATION: Name_Gabrielsen_ Building,_Tom_Gabrielsen Mailing Address_PO Box 301 ,_Jam_esport_NY 11947 Phone#:631.335.8197 _ _ _ --_ Email gabrielsenbuilding@gmail.com_ DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure El Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $700K Will the lot be re-graded? ❑Yes ®No �E Will excess fill be removed from premises? ❑Yes RNo ad1�� a�rcad� cornpCQ.fi�.d wish ntw see4l4G sysf -*U inshUt 1 PROPERTY INFORMATION Existing use of property:Resldentla� -- - Intended use of property_Resldentlai Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Residential - this property? ®Yes 0 No IF YES,PROVIDE A COPY. B Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water 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):Deborah L McKeand ❑Authorized Agent BOwner Signature of Applicant: Date: (�y//l a CONNIE D.SUNCH Notary Public,,State of New York STATE OF NEW YORK) No,01BU6185050 Qualified in Suffolk County COUNTY OF Suffolk SS: 'Commission Expires April 14,2�� ) Deborah L McKeand being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the owner (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/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 &Vn II � l day of 1 20 4 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 51FFF0(K TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.soutlioldtowngy.90V 'xr Date Received APPLICATION FOR BUILDING PERMIT DISWROVAL -6,019 For Office Use Only PERMIT NO. Building Inspector: ® � Applications and'forms must be filled out in their entirety.Incomplete., APR -- 2022 applications will not be accepted. Where the Applicant is not the owner,an DD Owner's Authorization form(Page 2)'shall be completed'. TOWN OF SOUTHOLD Date:April 6, 2022 OWNER(S)OF.PROPERTY: Name:Deborah L. McKeand & Shannon Goldman F�TM#1000-68-3-11.1 Physical Address:100 Salt Marsh Lane, Peconic- Phone#:917-691-9159. _____ . -.-__-_ ___ ___._v__ Email:deb@worktablenyc.com Mailing Address:PO Box 346 Peconic NY 11958 CONTACT PERSON: Name:Robert E. Herrmann, En-Consultants Mailing Address:13.19_North Sea Road,~Southampton, NY 11968 Phone#:631-283-6360 Email:rherrmann @ enconsultants.com DESIGN PROFESSIONAL.INFORMATION: Name: Meryl Kramer Architect Mailing Address_PO Box 1600, Southold, NY 1.1071 Phone#: 631-477-8736 _ _ _.�_._. Email: meryl @ mkarchitect.com CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: Rothe r Garage $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:Residential; 1=family dw Intended use of property: _No Same with garage - Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to - - - - - -- - - - R 40 this property? ❑Yes ONO IF YES,PROVIDE A COPY. ®Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water 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 n e): Robert E. Hermann ®Authorized Agent ❑Owner Signature of Applicant: Date: April 6, 2022 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Robert E. Hermann,Err-Consultants being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this .,•application;that all statements contained in this application are true to the best of his/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 6th day of April ,20 22 Notary Publ k M H. STEPHENS NOTARY PUBLIC PROPERTY OWNER AUTHORIZATION %1 AT'E fl� NEW YORK (Where the applicant is not the owner) ��� 111 II(0 D ' 5 U 3. •i 3 41�1A41LIIfF4 lD 11IN S;UFM' 01i WY S1/5i-A JA)OA/ J- C-0C-0MA7',/ j f€�(IP II Ff tAffl P YS T I, PL:_96 2,¢4j_ L- /he ._ADD ' residing at 100 Salt Marsh Ln.,Peconic,NY 11958 do hereby authorize En-Consultants to apply on my behalf the Town of Southold Building Department for approval as described herein. C>ldmrn;r's Signature Date sH iuQn/ T. 60L�Pm1 N i afo244- L. /J9P EMA/ID Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: May 6, 2022 TO: Robert Herrrmann, En-Consultants (McKeand& Goldman) 1319 North Sea Road Southampton,NY 11968 Please take notice that your application received April 6, 2022: For permit to: Construct additions and alterations to an existing single family dwelling at: Location of property: 100 Salt Marsh Lane, Peconic,NY County Tax Map No. 1000—Section 68 Block 3 Lot 11.1 Is returned herewith and disapproved on the following grounds: The proposed construction, on this conforming 110,288 sq. ft. parcel, in the Residential R-40 District, is not permitted pursuant to Article XXII Section 280-116A(1), which states: "All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff." The survey shows the existing house to be within 100 feet to the top of bluff. "�N� Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman Chair erson �IS so re 53095 Main Road o P.O. Box 1179 T Southold,NY 11971-0959 Patricia Acampora " Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road (at Youngs Avenue) Nicholas Planamento 101 Southold, NY 11971 DECEIVED 2 http://southoldtownny.gov �[ �rl i� �' ZONING BOARD OF APPEALS J, TOWN OF SOUTHOLD ` OCT 2 5 2022 �_,'; --�' Tel.(631)765-1509 BUILDING DEP�: SOuthold Town Clerk T®iN;N 0F_S u+ri1�_'J FINDINGS,DELIBERATOINS AND DETERMINATION MEETING OF OCTOBER 20,2022 ZBA FILE: 7682 NAME OF APPLICANT: McKeand & Goldman PROPERTY LOCATION: 100 Salt Marsh Lane,Peconic,NY SCTM No. 1000-68-3-11.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated June 16, 2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards.The LWRP Coordinator issued a recommendation dated September 15,2022. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available, it is recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject property is a 110, 288 sq. ft. parcel located in an R-40 Zoning District.The property is an irregularly shaped lot located between Autumn Lake and Long Island Sound. The parcel measures 206.74 feet fronting the Long Island Sound along the northerly property line,627.27 feet along the westerly property line, 227.52 feet fronting Autumn Lake along the southerly property line and 617.24 along the westerly property line. The property is crossed by a private road know as Salt Marsh Lane. The property is improved with a 1 story frame dwelling located close to the edge of the bank facing Long Island Sound. BASIS OF APPLICATION: Request for a Variance from Article XXII, Section 280-116A(1) and Building Inspector's May 6, 2022, Notice of Disapproval based on an application for a pennit to construct additions and alterations to an existing single family dwelling; 1) located less than the code required 100 feet from the top of the bluff; located at: 100 Salt Marsh Lane (Adj. to Long Island Sound) Peconic,NY. SCTM No. 1000-68-3-11.1. Page 2, October 20,2022 #7682, Goldman-McKeand SCTM No. 1000-68-3-11.1 RELIEF REQUESTED: The applicant requests a variance for the construction of a deck approximately 41 feet from the top of the bluff where a minimum setback of 100 feet is required. The existing three-bedroom dwelling with basement to remain with interior renovations. ADDITIONAL INFORMATION: During testimony by the applicant's agent, it was stated that the proposed work is to replace the existing deck in the same location as the original. There was a previous roof over the deck which was removed approximately one year ago due to storm damage. It should be noted that according to the current site plan, the dwelling, at its closest point, is setback 29 feet from the top of the bluff which had received a Pre-C/O 9 Z12348, dated March 13, 1984. The neighborhood has many dwellings constructed prior to the Town's adoption of bluff setbacks, although two nearby properties have benefited from bluff setback relief. In 1990, relief was granted for construction of a new dwelling and waterside deck located only 5 feet from the top of the bluff on the adjacent property to the west. (Appeal No. 3968). In Appeal No. 4099,the applicant's deck is setback 26 feet from the top of the bluff. There were other properties to the west that have been given bluff setback relief that is more than what the applicant is asking for. The applicant has proposed a 1,035 sq. ft. non-turf buffer along the top of the bluff, will be removing an existing slate patio, and proposes the installation of a new Innovative Advanced (I/A) sanitary system and stormwater runoff system. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 6, 2022 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law �267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Granting this relief would not change the character of either of the two neighborhoods surrounding the property, neither that to the west, which is represented by dwellings located on high elevations landward of the bluff, nor that to the east, which is represented by properties without a bluf, where dwellings are located much closer to sea level and Long Island Sound. Also, the proposed new deck is within the same footprint as the existing with a proposed pergola above instead of the previous existing roof. The property also conforms to all the current setbacks in the bulk schedule. Therefore, there is no change to the character of the neighborhood. 2. Town Law U67-b(3)(b)(2). The benefit sought by the applicant or cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicants are seeking to replace an aging waterside deck,without the historically existing roof that was recently removed due to severe weather damage.The deck cannot be replaced without the benefit of variance relief. 3. Town Law U67-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 59% relief from the code. However, it is not substantial since the proposed deck is to be constructed in the same footprint as the existing deck, with a pergola above instead of the previously existing roof. Thus, there is no change to the pre- existing bluff setback. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The proposed improvements are LWRP Consistent and the applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the conditions of this Board. l Page 3, October 20,2022 #7682, Goldman-McKeand SCTM No. 1000-68-3-11.1 5. Town Law V67-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. However, it is reasonable to assume that an exterior deck existing in a coastal environment for more than 60 years will eventually need to be replaced. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new exterior deck with pergola above while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community., RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Lehnert, seconded by Member Dantes, and duly carried, to GRANT the variance as applied for, and shown on the site plan prepared by Steven Maresca, LPE, last revised July 26, 2022, and Architectural Plans prepared by Meryl Kramer, Architect, last revised March 15,2022. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The installation and maintenance of a non turf,buffer as depicted on the approved site plan. 2. Installation of an Innovative Advanced sanitary system (I/A OWTS) approved by the Suffolk County Department of Health Services. 3. The proposed deck shall remain unenclosed and open to the sky above other than the attached proposed pergola. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities tinder the zoning code. This action does not authorize or condone any current orfuture use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. IMPORTANT TIME LIMITS ON THIS APPROVAL Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been a 1 Page 4, October 20,2022 #7682, Goldman-McKeand SCTM No. 1000-68-3-11.1 procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes:Members Acampora, Dantes, Lehnert, Planamento, Chairperson Weisman. This Resolution was duly adopted (5-0). Leslie Kanes Weisman, Chairperson Approved for filing /L /2022 /f �'� .'_•.-,���`'.,r'r'".-a.'��+...""?�Sm ; ,V'". i•^,.j `o•�.'�y-._G�'��t.. ;s�,F,��.,._.J+' �?1�;✓� `�rJ• .Y,�..,.,vs�H.iS+,f Pf/s'r� �';�„'�.�"h lid-'-I� it� %.'i.. ,,, `r!�fi �'d ..- -'c.. '" .�,''" r-p 'm• r.-„,.n,r ,S v ,,'A\ �45�f �,t�1F.�f�,��r" +..� w;.6 a� i: �ss�": ^us.,'`.e��{I -� • �..d''"`` .. ti , `=_'`iJ`'_,•e�jyu� 'i� � � ' pp_; ! , {�' T.���S< yJ'� '/'A.� '1'" 't.' JY, Y -vF__` Ctlx uy -•�...�. �4...��`� "'tc 1 .S ,`a�'-. --1 '--t-� •—'�-- -�-...'�. .<.a c"-4•; �. mil•: '::i j_iX,�,t_f�, �'�•ail,�t )BOARD OF SOUTHOLID TOWN TRUSTEES �•y A:tT g, r �f` � n,� SOUTHOLD,NEW YORK " 51. DATE: NOVETVIBER 16.2022 . ' PERMIT NO. 10256 . � is ISSUED TO: DEBORAH 141cICEAND k SHA.NNON GOLDMAN 61E ;_itom PROPERTY ADDRESS: 100 SALT MARSH LAME.PECONIC 1 351 ` ;b ;i SCTM#1000-68-3-11.1 ZZ, AUTHORIZATION 'j' "`�`��' •'� provisions of Chapter 275 of the Town Code of the Town of Southold and in t Pursuant to the p P � accordance with the Resolution of the Board of Trustees adopted at the meetingheld on November 16, 2022, �� and in consideration of application fee in the sum of S250.00 paid by Deba'ah R4cKeand& Shannon Goldman + and subject to the Tenns and Conditions as stated in the Resolution, the Southold Town Board of TrusteesI . authorizes and permits the following: 172s ftpreviously (j'=$ , rrt+l"}"j Wetland Per to remove and replace(in-place,with per above and new steps), q• ,f <? roofed-over waterside deck attached to existing 1,045sq.ft. one dwelling(to remain with interior renovations; remove exiting 210sq.it.slate patio and 120sq.ft.attached deck and stairs;install an A/C t , , r, ad on west side of dwelling; install a 4 x8 outdoor shower enclosure(over pervious gravel bed,piped to p proposed drainage system); install 1,000 gallon underground LP tank;construct 20 x22 one-story a tic z y accessory detached garage; remove existing asphalt driveway and install new pervious gravel driveway , (with associated fill/re-grading,2 -4 high landscape retaining walls,and steps); replace existing j,a +nisi w conventional septic system with new 1/A sanitary system (with associated fill and 4' high max.concrete _ proposed grade retaining wall; place approximately 480 cubic yards of clean fill to achieve ro oseas associated + ` with proposed driveway and sanitary system;install stormwater drainage system; and to establish and ; , perpetually maintain a 5'to 10'wide,approximately 1,039 own non-turf buffer aloe the to of bluff + 14 x/s„ Engineer� v g 4 s/•:I9 and bank;with the condition of a letter of approval from Town re arding driveway drains e; , >!w� and a one to one tree replacement;that the Mexican feather grass as shown on planting plan be 1:� with a native species of choice;and as depicted on the planting plan prepared by substituted cKeand/Goldman,received on November 14,2022;and stamped approved November 16,2014 and t M a� I a Associates Consulting Engineers,last dated Nov the site plan prepared to S.L. 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E s a \� \i, k l j j.�_j 1 � �_•i"__ __ - Lo���� ode° a/ z;l M W WI RING DIAGRAM (�9 e •\ \ _/�L----L---L--- `; � ,,\ nd•f �I�( I�.r N I__" �R+m,Wa.«n �6 j�` `—��� ICI\ .` � Y o \ '•\ -•.y, ,,.�y' a p\ _ --- �•� � ��m,.� .\ .a<.D, - jam...• `���� x- I I O�• 4.i WMxN �•• { L" \ ��' COMPRESSORPUMP WTB D 12 I ,sO•..,w n za - - .,... -_-t:.•,.e.a � _.L_.J.._ srwaE.,x \�` xi, 1 -®• _., er VICINMAP _S 54_3_3_'0�0" Y uTmE SSPTTHOLE 1 OLEI LSCAEY WeRYOsR GC ONTNFATMEN TN KAN100.SECP�ON % , sr�s 100Swa•AIARS11 N TO BEAC11 LANDSCAPE DESIGN PLAN WIL �, 4 „ ; EVERGREEN TREES ll'/!•U �/i vt.•.IDun• s U BEACH GRASS • MEXICAN FEATHER GRASS O of PRIVET(EXISTING) C;Q I r � R'JLD PEA GRAVEL(NATURAL 3/8") 1 Q°0� C O STEPPING STONES(DRY SET) b CONCRETE RETAINING WALL •- TIMBER RETAINING WALL {'{, zz i a o TIMBER STAIRS/STEPS/DECKING )' - —` METAL EDGING(RAW STEEL I/4") WILD OA HOUSE k .111.:•IDUp' OB DECKW/PERGOLA .ra •Q�•�� :_ .i.? APPROVED BY © OUTDOOR SHOWER �.. BOARD OF RUSTEES TOWN OF SOUTHOLD ACUNIT DATE RdlMAR 14 Zo2.0. O FIREWOOD STORAGE O DETACHED GARAGE If'll.'U OF ��y= Alf"AD011' G TRASH/RECYCLING STORAGE _ .. 111LD .11F.':IDOII' NOTE II 'I E Q 6' I ! E EXISTING TREES NOT DEPICTED ON 'I�t✓\Il/}IY - THIS PLAN.EVERY EFFORT WILL BE D -TA Lr'yARb%J MADE TO SAVE MATURE TREES ON NOV 1 4 2022 LANE THIS PROPERTY.FOR EVERY MATURE TREE REMOVED.ONE HARDWOOD SAPLING WILL BE PLANTED. Salltl�old Tvxn S BoaN arnr�ms .11c}u.•:mJ,l;uldman ltaiJcnec 141xnolion r WORKTABLE Glenn Goldsmith,President �5f Sol \ Town Hall Annex A.Nicholas Krupski,Vice President ��y� �lO. 54375 Route P.O.Box 1179 _ Eric Sepenoski J l Southold,New York 11971 Liz Gillooly G Q Telephone(631) 765-1892 l� (� 0 IraEt ples '�' a0 Fax(631) 765-6641 Dl,,C l�Ji J U L 1 4 2025 BOARD OF TOWN TRUSTEES Building Department TOWN OF SOUTHOLD Town of Southold CERTIFICATE OF COMPLIANCE #2274 C Date: July 15,2025 THIS CERTIFIES that the:removal and replacement(in-place,,with pergola above steps), Msq_ft waterside deck attached to existin 1g 045sgft one-story dwelling.removal of exiting 21.0sg.f_t. slate patio and I&g ft attached deck and stairs.installation of an A/C pad on west side of dwelling; installation of a 4'x8'outdoor shower enclosure(oyer:pervious gravel bed .piped to drainage system): installation of 1,000 gallon underoiound LP tank construction of 2Wx22'one-story.accessory detached garage• removal of existing asphalt driveway and installation of pervious AraVel driveway(with associated fill/re-grading 2'4 high landscape retaining walls .and steps);replacement of existing conventional septic system with I/A sanitary!.system(with associated fill and 4"high max.concrete retaining wall, placement of approximately 480.cubic yards of clean fill to.achieve parades associated with driveway and sanitary system,• installation of stormwater drainage:Vstem• and establishment of a 5'to 10' wide; approximately 1 035sq ft non-turf buffer along the top of bluff.and bank. At 100 Salt Marsh Lane,Peconic Suffolk County Tax Map#1066-6&3-11.l. Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 26.2022.pursuant to which Trustees Wetland Permit 910256 Dated November K 2022,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal and replacement(in-place:with Qergola above steps) 172sq ft waterside deck attached to existing 1 045sq ft one-story dwelling-,removal of exiting 21 Ng ft slate patio and 1209q ft attached'deck and stairs,• installation of an A/C pad on west side of dwelling,• installation of a4'x8'outdoor shower enclosure(over pervious gravel beds.piped to drainage system), installation of l 000 p allon,underground LP tank;construction of 20'x22'on&story accessory detached garage•removal of existing asphalt driveway and installation of pervious&ravel driveway.(with associated fill/re-grading T-4'high landscape retaining walls and steps); replacement of existing,conventional septic system with I/A sanitary system(with associated fill and 4'high max.. concrete retaining wall,•placement of approximately480 cubic yards of clean fill to achieve grades associated with driveway and sanitary system�`installation of stormwater drainage system;and. establishment oft 5'to 10'wide approximated 1 035sq ft non-tnrf buffer.along the top of bluff and bank. The certificate is issued to SHANNON GOLDMAN&DEBORAH WKEAND owners of the aforesaid property. j Authorized Signature NEW VORK STA'TF iDN i'AR'i TENT OF EN°VI110N ENTAi.CONSERVATION Facility DEC ID 1-4738-04890 PERMIT ( Under the Environmental Conseirvation Law ECt, 1Pennittee midi Faeiifity Information Permit Issued To: Facility: DEBORAH L MCKEAND GOLDMAN/MCKEAND PROPERTY PO 130X 346 100 SALT MARSH I NI 1000-68-3-11.1 PECONIC. NY 11958 PECONiC, NY 11958 SHANNON GOLDN4-AN PO BOX 346 PECONiC, NY 11958 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 712.122 NYTM-N: 4547.652 Latitude: 41°03'08.9" Longitude: 72°28'33 2" Authorized (Activity: Remove existing asphalt driveway.All authorized activities shall be done in strict conformance with the attached plans by Steven L. Maresca, Licensed Professional Engineer, dated 2/16/2022 stamped "NYSDEC' Approved" on 7/19/2022. Based on the inlormation you submitted, the Department of Environmental Conservation has determined that the portion of the property located landward of the contour labeled "TOP OF BLU1;f"', which exceeds ten feet above mean sea level in elevation, as shown on the survey prepared by Steven L. Maresca, Licensed Professional Engineer,dated 2/16/2022 is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. 'Therefore, in accordance with die current Tidal Wetlands Land Use Regulations (6NYCRR Past 661), no permit is required to conduct regulated activities landward of that contour. Be advised, no construction,sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 Jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area)or erecting a temporary fence, barrier,or hay bale berm. Permit Aiit@iiDri�eitioiis Freshwater Wetlaii.ds-Under Article 24 Permit ID 1-4738-04890/00002 New Permit Effective Date: 7/25/2022 Expiration Date: 7/26/2027 Page l of 6 N6:w YORK STATE DEPARTMENT OF ENVIRONMENTAL.,CONSERVATION t'acilily DEC 11) I-4738-04890 1 YSDEC Appa•oval By acceptance of this hermit,the perulittee agrees that the permit is coaltingent upon strict compliance with the ECL,all aapplicaable regulations, and all cotltlitrons itleluded as part of this pertnit. Permit Administrator:SUSAN ACKERMAN.. Regional Permit Administrator Address: NYSDEC Region I Headquarters SUNY @) Stony BrookJ50 Circle Rd Stony i3rook,N 1 1790-3409 Authorized Signature: 1 ➢'enHit Components NATURAL RESOURCE PERMIT CONDITIONS GI NERA1,CONDITIONS, APPLY TO ALLL AUTHORIZED PERMITS NOTIFiCATION OF OTHER PERMI`I"1'EE OBLIGATIONS IVA'I'URAL RESOURCE ➢'E➢tM.➢T CONDITIONS - Apply to the Following Permits: FRESHWATER WETLANDS i. State Not Liable for Damage "file 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. 2. Notice 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 slate 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 Manager 3. Tree Clearing Pr011ibition for Lmig-eared Bats, Due to the proximity of a known northern long- eared bat summer occurrence, tree clearing is prohibited between March I st and November 30th, inclusive,of any calendar year. 4. Mininrllnl % Vcgstaativc Cover Suitable vegetative cover is defined as a minimum of 85 %arca vegetative cover with contiguous unvegetated areas no larger than i square foot in sire. Page 2 of 6 NEW PORK STATE UEi'AWI'M 'sNT OrN EAVIRONMEN'TAL CONSERVATION J+aciltty IDEC; D 1-4738-04890 5. Seed, Mulch Disturbed Areas All areas of soil disturbance resulting from this project shall be seeded with an appropriate perennial grass,and mulched with straw immediately upon completion of the project. within two days of final grading,or by the expiration of the permit, whichever is first. G. 'I'eanporary Mulch,final Seeding If seeding is impracticable due to the time ol•year, a temporary mulch shall be applied and final seeding shall be performed at the earliest opportunity when weather conditions favor germination and growth but not more than six months after project completion. 7. No Fertilizer after Plants Established Fertilizer may only be used to aid in plant establishnietit during the (Mist growing season following planting. Fertilizer may not be used in subsequent years. S. Grade to Conform with Adjacent Area The work area shall be graded to conform with the elevation and contours of the undisturbed land immediately adjacent to the work area. 9. Clean Fill Only All fill shall consist of clean soil,sand and/or gravel that is free of the following substances asphalt, slag, flyash, broken concrete,demolition debris,garbage, household refuse, tires, woody materials including tree or landscape debris,and metal objects. The introduction of'nnaterials toxic to aquatic life is expressly prohibited. 10. Maintain Silt Screen The screen shall be maintained,repaired and replaced as often as necessary to ensure proper function, until all disturbed areas are permanently vegetated. Sediments trapped by the screen shall be removed to an approved upland location before the screen is removed. 11. Silt Screen to Be Recessed Silt screen shall be recessed six inches into the ground. m Silt Scream Prior to commencement ofany construction activities,a continuous line of silt screen (maximum opening size of U.S. Sieve#20)shall be staked along the Proposed Project-Limiting Fence. 13. Materials Disposed at Upland Site Any demolition debris,excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of or} an approved upland site more than 100 feet from any regulated freshwater wetland. These materials shall be suitably stabilized so as not to re-enter any water body,wetland,or wetland adjacent area. la_ morn:Area Limits Any work,disturbance,and or storage of construction materials shall be confined to within the Proposed Project-Limiting Fence as shown on the approved plans. I5. Area Limits The limits of clearing, grading and ground disturbance line is equal to the Proposed Project-Limiting Fence,as shown on the approved plans. 16. Notice of Coin inencenaent At least 48 hours prior to commencement of the project,the perrrrittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within M days of completion of project; the bottom portion of the form must also be signed and returned,along with photographs of the completed work. 17. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worlcsite and adequately protected from the weather. Pale 3 of 6 NEVV VORK STATE DCPAR't MENT OF IsNVIRONIVIENTAL CONSERVATION Facility DEC ID I-4-138-0,1890 18. State May Order Removal or Alteration of Work If future operations by the State of New York require rui alteration in the position of the structure or work herein authorized, or if, in die opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work; obstructions, or hazards caused thereby without expense to the State,and if, upon the expiration or revocation of this permit, the structure,, fill, excavation, or other modification ol'the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure oi• fill and restore to its former condition the navigable and flood capacity of the watercourse.. No claim shall be made against the State of New York on account of any such removal or alteration. 19. State May Require Site Restoration It 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 manned'as the Department of L-`nvironmental Conservation may lawliilly require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 20. Conformance With flans 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 Steven L. Maresca. Licensed Professional Engineer, dated 2/16/2022 stamped NYSDEC approved on 7/19/2022. 21. Precautions Against Coil taimination 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. C1C1�ICflzAL C�1�1lli l['➢�IVS - Apply to AILL Authorised Perlirlits: i. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). I'lie 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. Page 4 of 6 NEW VORK STA'rE DEPAR'Ti! ENT Ole ENVIRONMEN'TA+L.CONSERVATION Facility DEC I I) 1-4738-0;8390 z. Relationship of this Peruait to dither I)epai•tment Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not 1110cli4y,"supersede or rescind any order or determination previously issued by the Department or any of the terms,conditions or requirements contained in such order or determination. 3. Applications For Permit ReneIvaals, Modifications or Transfers The permittcc must submit a separate written application to the Department for permit renewal modification or transfer of this permit. Such application mu h must include any arms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region I Headquarters SUNY a Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following hermit authorizations: Freshwater Wetlands. 5. Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or Inaccurate statements in the permit application or supporting papers: b, failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; cf. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since tine issuance of the existing permit,- C. noncompliance with previously issued permit conditions,orders of the commissioner,any provisions ol'the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable. unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5ofG NEW VORK STATE DEPARTMENT OF IFFNVIRONMEN`fAL CONSERVATION Facility DEC I 1-4738-04890 NO TIFICA'➢'➢ON OF OTHER P1ERMI T'TEE OBLIGATIONS ➢teen A: Pertnittec Accepts Legal Responsibility:and Agrees to ➢► dctnnitication 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 connection with the permittee's undertaking of activities in connection with,or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims,suits, actions,or damages to the extent attributable to DEC's own negligent or intentional acts or omissions,or to any claims, suits, or actions naming the DEC and arising under Article 73 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or slate laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees,agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of die Environmental Conservation Law as those prescribed for the permittee. Item C: Perenittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits,approvals, lands,casements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Steen D: No Right to Trespass or Interfere with.Riparian Rights ']'his 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 die permit. Page 6 of 6 S%sfF�(, :k BUILDING DEPARTMENT- Electrical Inspector . k�o2 TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 yfjo a0� ' Telephone (631) 765-1802 - FAX (631) 765-9502 ja mesh(ED-southoldtownny.gov-r seand cD-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 11/14/2024 Company Name: Peconic Power Systems Electrician's Name: Robert Stanevich License No.: ME-45056 Elec. email:Peconicpowersys@gmail.com Elec. Phone No: 516-819-7191 ❑I request an email copy of Certificate of Compliance Elec. Address.: PO Box 512 Cutchogue NY 11935 JOB SITE INFORMATION (All Information Required) Name: Goldman/McKeand Address: 100 salt marsh lane, Peconic Cross Street: Mill lane Phone No.: 917-691-9159 Bldg.Permit#: 50751 email:Deb@worktablenyc.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Complete reno of existing house. Existing service to remain [777F7re Footage: 11500 Circle All That Apply: Is job ready for inspection?: YES❑ NO ❑✓ Rough In ❑ Final Do you need a Temp Certificate?: YES FVJ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service[:]Fire Reconnect[]Flood Reconnect[]Service Reconnect[:]Underground❑Overhead # Underground Laterals M 1 2 H Frame D Pole Work done on Service? D Y DN Additional Information: PAYMENT DUE WITH APPLICATION BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 'C= * Town Hall Annex- 54375 Main Road - PO Box 1179 4 Southold, New York.11971-0959 r� 'Y Telephone (631) 765-1802 -FAX (631)-765-9502 la mesh Psoutholdtownny.gov — seandCa)-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 11/14/2024 Company Name: Peconic Power Systems Electrician's Name: Robert Stanevich License No.: ME-45056 Elec. email:Peconicpowersys@gmail.com Elec. Phone No: 516-819-7191 ❑I request an email copy of Certificate of Compliance Elec. Address.: PO Box 512 Cutchogue NY 11935 JOB SITE INFORMATION (All Information Required) Name: Goldman/McKeand Address: 100 salt marsh lane, Peconic Cross Street: Mill lane Phone No.: 917-691-9159 Bldg.Permit #: 50751 email: Deb@worktablenyc.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Complete reno of existing house. Existing service to remain Square Footage: 1500 Circle All That Apply: Is job ready for inspection?: YES ❑NO ❑✓ Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES FV_J NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A ' #Meters Old Meter# ❑New service[:]Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 n H Frame Pole Work done on Service? FJY N Additional Information: PAYMENT DUE WITH APPLICATION /� e t PERMIT# Address: Switches I f Outlets GFI's 1,,1 Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust p� Oven Sump Heater Trnsfmr Smokes 3 DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV Inst Hot DeHum Transfer HOT TUB/SPA Disc Combo 3 Cooktop Minisplit Blower AC Q AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments ����� Scott A. Russell a°SUr �y s��'��>>R �����uATIEIK SUPERVISOR Iw]tA\INA\�G IEI�CENT SOUTHOLD TOWN HALL-P.O.Box 1179 n N 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL_FORM ii. l9 ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ?{! ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER) l APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: Deborah L McKeand Date: ,N 04/11/24 iii IS�Siwlul ei Contact Information: deb@worktablenyc.com iL•.mad i Telephone Numhed 917-691-9159 '- Property Address / Location of Construction Site: 100 Salt Marsh Lane S.C.T.M. ": 1000 District Peconic NY 11958 68 3 11.1 Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT Area of Disturbance is less than l Acre. No S.P.D.E.S. Permit is Required! E] = Project does Not Discharge to Waters of the'State. No S.P.D.E.S. Permit is Required ! [] - Area of Disturbance is Greater than I Acre&Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit :i DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. i [] Area of Disturbance is Greater than l Acre & Storm-�-varPr Runoff Flows Throu;h Southold ' Town's MS4 Systems to Waters of the State of NewYork. THE APPLICANT MUST OBTAIN i` a S.P.D.E.S Pe,-mit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. Revie\,ed By: Date: F'(IRNI s MCP-T(1C(lrtnhPr 9nIQ eCe ve q11 q z `� NOTICE COVENANT TO THE DEED DECLARATION THIS DECLARATION,dated 17- day of ) y'J:L4 s , 2022, is made by Shannon 3_Goldman and Deborah L.McKeand,(hereinafter the"Declarants'),whose address is 100 Salt Marsh Lane,PO Box 346,Peconic,NY 11958. WITNESSETH WHEREAS,the Declarants are the owners of certain real property located at 100 Salt Marsh Lane,Peconic,in the Town of Southold,County of Suffolk,State of New York,Tax Map District 1000, Section 68,Block 3,Lot 11.1 which real property is more particularly described in Schedule A annexed hereto(hereinafter referred to as the"Property");and WHEREAS,the Property is situated in or adjacent to regulated freshwater wetland SO-29 of the Southold Quadrangle which have been inventoried and mapped by the New York State Department of Environmental Conservation(hereinafter"Department"),pursuant to Environmental Conservation Law (hereinafter"ECL")Article 24(also known as the"Freshwater Wetlands Act')and Part 664 of Title 6 of the New York Code of Rules and Regulations(hereinafter"6 NYCRR');and WHEREAS,various activities conducted both in and adjacent to freshwater wetlands are regulated by the Department pursuant to ECL Article 24 and Pan 663 of 6 NYCRR and require written authorization from the Department prior to being conducted; NOW,THEREFORE,in recognition of the Department's jurisdiction as set forth above,it is the responsibility of a party having any right,title,or interest in the Property,to obtain from the Department or any successor organization,a current description of all activities which are regulated pursuant to ECL Article 24 and Part 663 of 6 NYCRR,and to obtain written authorization from the Department prior to such regulated activities being conducted on the Property.Regulated activities include,but are not limited to clearing of vegetation;application of chemicals;excavation;grading and filling;and erection of any structures. IN WITNESS WIIEREOF, the owners have duly executed tis instrument this 17M day of (G,2lS� .2022. Shannon J.Goldman Deborah L.McKeand STATE OF >v itli )irk ss: COUNTY OF I On the day of , in the year 2022,before me the undersigned,a Notary Public in and for said State,personally Appeared Shannon J.Goldman personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity,and that by his signature on the instrument, the individual or the person on behalf of which the individual acted,executed the instrument. 1 SA13RINA M BORN Notary Public.Stale of New York No.01 B06317038 Notary Public Qualified in Suffolk County Commission Expires Dec.22,20�g< STATE OF ss: COUNTY OF � 0 On the rV.4'day of G Zl Sf , in the year 2022,before me the undersigned,a Notary Public in and for said State,personall' appeared Deborah L.McKeand Dersonally k noon to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity,and that by her signature on the instrument, the individual or the person on behalf of which the individual acted,executed the instrument. SABRINA M BORN Notary Public,State of New York Notary Public No.01SO6317038 Qualified in Suffolk County Commission Expires Der.22,200 SCHEDULE A ALL that certain plot,piece or parcel of land,situate,lying and being at Peconic,Town of Southold,County of Suffolk and State of New York,bounded and described as follows: BEGINNING at a pipe set at the intersection of the northerly side of Sound Avenue with the westerly side-of Huntington Boulevard; RUNNING THENCE South 35 degrees 27 minutes 00 seconds East,along the westerly side of Huntington Boulevard,346.85 feet to a monument and Autumn Lake; THENCE the following 2 courses and distances along Autumn Lake: 1) South 54 degrees 33 minutes 00 seconds West, 80. 00 feet to a monument; 2)North 86 degrees 40 minutes 00 seconds West, 147.52 feet to a monument and land now or formerly of Ronald Rothman; THENCE North 35 degrees 27 minutes 00 seconds West along land now or formerly of Ronald Rothman and crossing Lake View Avenue(Right of Way)77.66 feet to a monument and land now or formerly of Yvonne R.Gallagher Irrevocable Trust; THENCE along said last mentioned land the following 3 courses and distances: 1)North 38 degrees 39 minutes 00 seconds East and along the northwesterly side of Lake View Avenue(Right of Way) 70.60 feet to a pipe; 2)North 55 degrees 59 minutes 00 seconds West and passing through a monument 368.79 feet to the high water mark of Long Island Sound; 3)North 35 degrees 27minutes 00 seconds West 95.00 feet,to the present high water mark of Long Island Sound; - THENCE along the ordinary high water mark of Long Island Sound North 51 degrees 29 minutes 09 seconds East 206.74 feet to land now or formerly of Sharon Love; THENCE Southeasterly and easterly along said last mentioned land the following two courses and distances: 1) South 35 degrees 27 minutes 00 seconds East 267.38 feet to a point; 2)North 82 degrees 33 minutes 00 seconds East 56.63 feet to the pipe set at the point or place of BEGINNING. DECLARATION OF COVENANTS THIS DECLARATION made this S day of bCC&rre ,2022,by Shannon J.Goldman and Deborah L.McKeand, whose mailing address is 100 Salt Marsh Lane,PO Box 346,Peconic,NY 11958,hereinafter referred to as"DECLARANTS": WITNESSETH: WHEREAS,DECLARANTS are the owners of certain real property located at 100 Salt Marsh Lane,Peconic,Town of Southold, County of Suffolk, State of New York,described in the Suffolk County Tax Map as District 1000, Section 68,Block 3,Lot 11.1,which is more particularly bounded and described as set forth in Schedule"A' annexed hereto,hereinafter referred to as the Property; and WHEREAS,the Property is situated on lands within the jurisdiction of the Board of Trustees of the Town of Southold(hereinafter the"Trustees")pursuant to Chapter 275 of the Town Code of the Town of Southold or'its successor,and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted;and WHEREAS,the DECLARANTS therefore made application to the Trustees for a permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities;and WHEREAS,on November 16,2022,.the Tnistees approved the application and issued a permit with terms and conditions;and WHEREAS,the issued permit,terms and conditions of the permit,as well as the site plan prepared by S.L.Maresca Associates Consulting Engineers.,last dated November 14,2022,and stamped approved on November 16,2022,upon which permit is based,are filed in the Office of the Town of Southold Board of Trustees as Permit No. 10256,and annexed hereto as Schedule`B;"and WHEREAS,as a condition of the granting of a Wetlands Permit to undertake such regulated activities,the Trustees required that a 5'to 10'wide,approximately 1,035 sf"non-turf buffer"be established and maintained along the landward edge of the top of bluff and bank;and WHEREAS,the DECLARANTS have considered the foregoing and has determined that the same will be for the best interests of the DECLARANTS and subsequent owners of the Property. NOW,THEREFORE,the DECLARANTS do hereby covenant and agree as follows: 1) Upon the substantial completion of the aforementioned permitted activities there shall be established and perpetually maintained along the landward edge of the top of bluff and bank,a five to ten-foot wide"non-turf buffer"as defined by Chapter 275 of the Town Code,as depicted on the site plan prepared by S.L.Maresca.Associates Consulting Engineers.,last dated November 14,2022,and stamped approved on November 16,2022. 2) The DECLARANTS shall at all.times comply with the Terms and Conditions of the permit, a copy of which is attached hereto in Schedule`B"annexed hereto. 3) These covenants shall run with the land and shall be binding on the DECLARANTS,their heirs,assigns,purchasers,or successors in interest and may be modified only upon resolution of the Board of Trustees. (THIS SPACE LEFT BLANK INTENTIONALY) 2 i IN WITNESS WHEREOF,the owners have duly executed this instrument this S day of Pe(,&'Y!I I69 ,2022. annon J.Goldman Deborah L.McKeand STATE OF NEW YORK: ss: COUNTY OF SUFFOLK: On the S4t' day of f�� , in the year 2022, before me the undersigned, a Notary Public in and for said State,personally appeared Shannon I Goldman personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual or the person on behalf of which the individual acted,executed the instrument. KIM H . STEP.HENS NOTARY PUBLIC otaryPubhc STATE OF NEW YORK COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 . 2095 STATE OF (�COUNTY OF J!� I I( ss: On the sue` day of .�)cC-y1b- , in the year 2022,before me the undersigned, a Not Public in �Y and for said State,personally appeared Deborah L.McKeand personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity,and that by her signature on the instrument, the individual or the person on behalf of which the individual acted,executed the instrument. KIM H . STEPHENS No Public NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 . 70Z5 3 SCHEDULE A ALL that certain plot, piece or parcel of land, situate, lying and being at Peconic, Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a pipe set at the intersection of the northerly side of Sound Avenue with the westerly side of Huntington Boulevard;. RUNNING THENCE South 35 degrees 27 minutes 00 seconds East, along the westerly side of Huntington Boulevard, 346.85 feet to a monument and Autumn Lake; THENCE the following 2 courses and distances along Autumn Lake: 1) South 54 degrees 33 minutes 00 'seconds West, 80. 00 feet to a monument; 2) North 86 degrees 40 minutes 00 seconds West, 147. 52 feet to a monument and land now or formerly of Ronald Rothman; THENCE North 35 degrees 27 minutes 00 seconds West along land now or formerly of Ronald Rothman and crossing Lake View Avenue ( Right of Way) 77.66 feet to a monument and land now or formerly of Yvonne R. Gallagher Irrevocable Trust; THENCE along said last mentioned land the following 3 courses and distances: 1) North 38 degrees 39 minutes 00 seconds East and along the northwesterly side of Lake View Avenue (Right of Way) 70.60 feet to a pipe; 2) North 55 degrees 59 minutes 00 seconds West and passing through a monument 368.79 feet to the high water mark of Long Island Sound; 3) North 35 degrees 27minutes 00 seconds West 95.00 feet, to the present high water mark of Long Island Sound; THENCE along the ordinary high water mark of Long Island Sound North 51 degrees 29 minutes 09 seconds East 206.74 feet to land now or formerly of Sharon Love; THENCE Southeasterly and easterly along said last mentioned land the following two courses and distances: 1) South 35 degrees 27 minutes 00 seconds East 267.38 feet to•a point; 2) North 82 degrees 33 minutes 00 seconds East 56.63 feet to the pipe set at the point or place of BEGINNING. 4 l x EN-CONSULTANTS April 6, 2022 REQUEST FOR LETTER OF DISAPPROVAL Michael Verity, Chief Building Inspector Town of Southold Building Department Town Hall, 53095 Main Road Southold,New York 11971 Re: Deborah L. McKeand& Shannon Goldman 100 Salt Mash Lane,Peconic SCTM#1000-68-3-11.1 Dear Mr.Verity: In regard to the above referenced property, enclosed are the following for your review: 1. One(1)Building Permit Application. 2. Site plan prepared by S. L.Maresca Associates Consulting Engineers, dated February 16,2022. 3. Building plans prepared by Meryl Kramer Architect,last dated March 15,2022. 4. Survey prepared by Kenneth M.Woychuk Land Surveying PLLC, dated November 20,2020. 5. Application fee of$50. I hope this information shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. Sinc r.ly, Oil Robert Herrmann Coastal Management Specialist /khs Enc. :t 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsuitants.com environmental consulting S.C.T.M.# DISTRICT 1000 SECTION 68 BLOCK 3 LOT 11.1 5 d 5 #R-22-0130 DE Q W E LONG ISLAND SOUND 8 2�25 N 51029'09"E 1e,,�.0 206.74' z y w w_ Building Department Town of Southold zM` M,,,� o m ° 4`°0 l,:69 Daa + . g w° N ( � SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED NARKS FOR ASINGLE FAMILY RESIDENCE II _� ff'ff 1i LAND N/F OtA30� '_ HS RO NO !oo �1'! �r SHARON LOV9bO" s!cau°oul Ord near UMI Wciiws at"rocataO h—t:n � 1 -9�1�anabr rcrt�4eC 67 too aeaarwr or axr ague o W lov..e (�lasrKla! ' b6s teslACfm/rORA bNXIlAJIA or + _aCDR00N.9 mre Aqa n �CRAID r,jE . &1.MGT�[T LAND N/F OF — ——�' iiw�axr�.�.•�' � o5m mhyae:n Llawce, a YVONNE R GALLAGHER sx■ �,' aY[ IRREVOCABLE TRUST dti��i} ��1�ti i. n• ��t Rao S'6�y' +. cawk HlLwD e°uo Ar x ix ao/ o DAL MRO—ACTH rwoo f // (7)e'/.IIIbFFP L.P. Si •1 PC s � iP ss.e aas e+s �:� 1 H ® / 4 C1 Lw��r '13go3g' k.r, -yAy w. teu aae w re 56.7' 1 > 7 � � 4" r. w y01 � o LAND N/F OF Ca� RONALD ROTHMAN SUBJECT TO COVENANTS, EASEMENTS,AGREEMENTS AND RESTRICTIONS OF RECORD,IF ANY. FEMA MAP#36103CO161H COASTAL EROSION HAZARD AREA MAP SHEET 7 OF 49 EUEVw PHOTO No.57-559-83 f7'S "c'rn h OL OR BROWN O —0.5' l G- BROWN o�N-w S)d SILTY SAND WETLANDAREA SEAWARD OF COASTAL EROSIOAN TER HAM BOUNDARY,AREA•56,24-0 S.F. OF p suK -- BPALE 80' BUILDABLE AREA: 48,076 S.F. o� S 54o 33r 00'r W sP FINE 80.0 —rs' AREA:110.288 SQ.FT. or 2.51 ACRES (TOTAL) UEYAMW 0AnQ- NAVDBB SC CLAYEY HEST EXPECT. WAN T"O 7u SVAS£ro7srofs D SEALa96eu i+0r�' AI�Tfi A"w1 Ow"eevS�. Q A"1✓•f'S iZAiFD sew. SAND —15.3'WATER EL 2.2 a"cr 10 ME PlRW!FlN aNDa T7K SfA7W/'AS iWEPAWm Arm DA'r6 BstAIF ro 11rt DRt'LYWAM.DDWMAMYAL AGDWr Arm'12AOM7 DsaruTADY WATER IN usrm w.Ara4 Arm ro r+W+Sr.+or rff LDWMWO slL MIASY,aMO MrdS Aff AVr aM VMAML SC TiX fYFTtIS PP P1H.A'SAWS S"DNr/A[RlW,'near M[lAocGeIY LM M DB SPWT WrS ARE FDA'A SPICYM PVWZ AVP YX rh¢WM MSr,(W BROWN IJDr MIDa1fD ro YV.LaffMr DE PRD°1RT1'TANS pP ro 2q[M£DVFCDDv DF rnnas Am°avAL sTAVeluas 07 MO ODER ADWDIEY(}ITS EANYMlS CLAYEY AA0/LIP R.Bs/3A(E SDaKT1Aff5 FrcaN9D DR LrQtFY'°7DED AAf N07 ovACA"rfFED uuess mrnCAlLr e1SOvr or ne;rR`OI57s Ar nAr rwr cr aairr SAND 19, Mirky OF,DESCRIBED PROPERTY aT."iro CERTIFIED TO:SHANNON GOLDMAN:OES MCKEAND; WAMIN v on �e °• ♦o�soq FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC; SP BROWN ram: ogre ' MORGAN STANLEY PRNATE BANK.NA.; SAND 9T"ATP aPECONIC " n¢ —19, rovA!ai SOUTHOLD ) PLLC GARAGE FND. LOC 02-22-23 JUNE 4 GE SUFFOLK COUNTY,NEW YORK - 's oao8es r ' MDDON4LD cE05GENCE t s,/ lero(_.D___IAlad SDAR)11L1 a¢A Ded�n. IPE IGITiR SUPPLY,Afu 5 DRrne:us AND alssroa. S .C .T.M.# DISTRICT 1000 SECTION 68 BLOCK 3 LOT 11 . 1 #R-22-0130 LONG ISLAND SOUND - 206.74' N 51 °29'09" E MHW LINE 4.0 O O 0 ZONE VE(EL 16) N ~ O _ BOUNDARY O O — FIRM ZONEE ZONE VE(EL 14) ll \ I r rSOOD 6 9, LIMIT OF BEACH °jPbT 10.VE I WOOD III I POST 1 1 1 Ir 11 11 11 i/ 111 II 1� II 01 I 1 II O i� I � jIl N / I // I I I �►l t.1FI-C?a._Kt:,0ll1'dT`` CJEr`f=.Rf M;'`t:'IOFHFA!_Ti-ISErI",;V5;>ES 0 _ /'aPP?OVl d-OF COtISTPl.1CTED\NOR �'.S FOR; 1 II ZONE VE(EL 14) I i I I I I i I (';, tc. 4/5/2023 c 1 c F;,;; N;,i R-22-0130 I ONE gOUN�y/ i LAND N/F OF _ -- FIRM 70 C:, ;,<:•u,c :<,c C,,'- t'-` SHARON LOVE;:•. ,<; s ,I. <,s 1 • I n r:6., ^:.i+:r`,: ;;31i.'t,I ( f,y t'TI .y ;t,;tr.,�, ,t•,<.1 a,j,.,-,r'I'S (.,:Ir'G I � I I LIMIT MODERATE 14E ZONE AE(EL 9) I WCTIH y . -, , 4 )CA I BOUNDARY Off\' LAND N/F OF — — FIRM ZONE BOUNDARY YVONNE R GALLAGHER ZONE x — — 0.7E — — IRREVOCABLE TRUST 10 10E �` p TDE OF 2.8'W 0. E \U O SHED 5.4'x6.2' AREA SLOPING EQUAL OR GREATER THAN 20% RISING GREATER THAN 20'. 7.4'S .TOP.OF BLUFF_ - qNk --\\\ p� MON. _ - _ 11.0 _T TOp 10.31W .44 COASTAL EROSION HAZARD BOUNDARYFLA PORCyO ��\ N z 1 STI,F 1.9' POLG 5.5'`. �1 W DWELLING FF 38#10 0 .� `� 4.0' \ 0 11 1 O C' 6 2 v o m 28 a RAISED 00 D.B. DECK HYDRO—ACTION AN400 S.T. OL 1 / (2) 8'Oxl2'DEEP L.P. 20 a' /� POINT A" POINT"B" 280Imo-+ S.T. 14.5' 36.5' D.B. 18, 31' -0 pp LP1 24.5' 23.5' v� O LP2 32.5' 38.5' roP 3 I Z • 3Q o \ 20' -0° r i I W.M. C GUY DIRT 11060. 0 MON. DRIVEWAY l / 1 � _ - -� i 1 20' WIDE RIGHT OF WAY 39 P. O.H. WIRES i }� U•P• LIBER 6626 PG. 75 y PIPE �S 3g 2.2 N 1V 0 oD w 5 ' / p 5 6.7' 0. MON U.P. (J" — — D/R7/GRAVEL t�V ROgD'vgy o LAND N/F OF O\ RONALD ROTHMAN c� SUBJECT TO COVENANTS, EASEMENTS, AGREEMENTS MON. O AND RESTRICTIONS OF RECORD, IF ANY. FEMA MAP#36103CO161H ° O� w COASTAL EROSION HAZARD AREA MAP SHEET 7 OF 49 Off'' FRF 'P PHOTO No.57-559-83 �j Sh�gTFp ELEV. 17.5 w Stip FN cc)0 eoU (J" OL DR BROWN QF�� �FB 76��gNTs N�gRYgs - LOAM 0.5' /I BROWN SM SILTY SAND FRESHWATER WETLAND AREA: 4,972 S.F. 0'`� %� .`S�' MON, 8.0 PALE AREA SEAWARD OF COASTAL EROSION HAZ. BOUNDARY: 56,240 S.F. S'O&TDxfr�eP S 54033'00" W SP BROWN BUILDABLE AREA: 49,076 S.F. OHO FINE 80.0 SAND 15' NAVD88 BROWN AREA: 110,288 SQ.FT. or 2.51 ACRES (TOTAL) ELEVATION DATUM: _________________________ SC CLAYEY HIGHEST EXPECT. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THI3 SURVEY SAND 15.3' WATER EL 2.2 MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INST/T,/T/ON WATER IN LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. Sc BROWN THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS CLAYEY AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OFSURVEY SAND 19 r ___.,,_ SURVEY OF:DESCRIBED PROPERTY f', ter._.!°_ SHANNON GOLDMAN; DEB MCKEAND; WATER IN CERTIFIED T0: PALE MAP OF: `'' ,' FIDELITY NATIONAL TITLE INSURANCE SER✓ICES, LLC; ' "' BROWN ,'.,. .< �•.�.� ,��,�.�,, FINE FILED: ;MORGAN STANLEY PRIVATE BANK, N.A. + 4' SAND PECONIC „ `; Io- JUNE 1, 2015 19 SITUATED AT: �. TOWN OF:SOUTHOLD GARAGE FIND. LOC 02-22-23 KENNETH M WOYCHUK LAND SURVEYING, PLLC McDONALD GEOSCIENCE SUFFOLK COUNTY, NEW YORK N"` ' ;. Professional Land Surveying and fesign THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL +`t P.O. Box 153 Aquebogue, New York 11931 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FILE #220-158 SCALE:1 "=40' DATE:NOV. 15, 2020 N.Y.S. LISC. NO. 050882 PHONE (631)298-1588 FAX (631) 298-1588 AND OR DATA OBTAINED FROM OTHERS. rn 3 v (V 04 C° DRAINAGE ANALYSIS: 100 SALT MARSH LANE ° N EXISTING LOT COVERAGE GRADE VARIES °� DRAINAGE CALCULATIONS 206 . 74 Total Lot Area 110,288 SF N LINEAR FEET REQUIRED LEACH. Depth of # 4 RAINAGE LINE Freshwater Wetland Area 4972 SF _ J RUNOFF ADJUSTED EVENT Diam Drywell Total LF N 51029109 "' ""! ! INE 4_� __ _ MOM Area Seaward of Coastal Erosion Haz. Bound. 56,240 SF `D DRAINAGE AREA AREA(SF) 8' 0/42.2 10- 0/68.42 GALLEY Drywells am= � *COMPACTED GRANULAR INFILL � COEFF. SQ FT 2/12 (CF) Used Sections PROVIDED ...1- - ...• Buildable Land 49,076 SF � - BETWEEN PIPES 32(CF)/FT Used (EA) g °r°•WATER AND DRAINAGE LINE JOINTS (LF) r z Z >10' FROM CROSSING DA 1= House Roof 1050 1 1050 175.0 5 3 6 8' 4 2 8 - - �- V 1 •USE HDPE CORRUGATED DRAIN + Outdoor Shower 5 showers/day 13.4 1 1 1 DESCRIPTION (( , \\ PIPING U DA 2=Garage Roof 400 1 400 66.7 2 1 3 8' 3 1 3 W I/' Dwelling 1045 SF 2.13% J DA 3 = Parking-Gravel 870 1 870 145.0 4 3 5 8' 6 1 6 00000 Waterside Deck 172 SF 0.35% 120 SF 0.24% WATER LINE ` DA 4=Garage Parking- �""� � ZONE VE(EL 16) � �,►� ""�� r_ N Landward Raised Deck o WATER LINE / DRAINAGE LINE CROSSING M Gravel 1620 1 1620 270.0 7 4 9 8' 6 2 12 2 O ±' DA 5 = Driveway-Gravel 500 1 500 83.3 2 2 3 10, 2 1 2 •� Shed 33.5 SF 0.07 /o co N �,� � "� � SCHEMATIC - NOT TO SCALE U) Leach Q MOONS Total 1370.5 SF 2.79% C) _ •• FDA 6= Driveway-Gravel 380 1 380 63.3 2 1 2 Galley 1 2 2 101 . .- PY -- E � - Owego ZONE aOUN�A 6 O PROPOSED LOT COVERAGE °° -0 LONG ISLAND PRECAST •� FIRM r _ .•� ZONE VE(EL 14) � -- - -- Total Lot Area 110 288 SF FROM C6 4" CORRUGATED 4" CORRUGATED POLYETHYLENE � ...� ---- TREATMENT UNIT CONCRETE TRENCH DRAIN OR ------ -� �_` POLYETHYLENE PIPING PIPING (TYP. EQUAL w/ GREY IRON GRATE - "''�� $ - ��"- Buildable Land 49,076 SF ts Z MID-LEVEL H-20 TRAFFIC BEARING RATED _ - ----- - TOE OF �U ° _- � N - `i --� W Q O D ENDCAP TYPE '- LEVELING DEVICES o O CROSS-CONNECTION CLEANOUT COVE ____ - - --- OF BEgOH� - P ST 10. 1 E _ _I M IT - DESCRIPTION PLAN VIEW �'Ic U) BETWEEN GALLEYS (TYP.) GRADE 6.7' - 6 100 Salt Marsh Ln, Q� Dwelling 1045 SF 2.13% , 'Peconic,NY 11958 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / \i \/\/ '��J E //%/i�/i�/i�/%/i%/i�/i�/%/%/i�/i�/i�/i�/%/%/%/i</%/%/%/i�/%/i//�' /�'/\'/\/%�/i�/%�/ ` ` ` \'i\\ b�C 0 D --J- Q Reconstructed Wate rs i d e D eck with Per o I a 0.35% GRADE 28.0' IM /i\/i\/i��/��/i��/i\\\��/i\/i�/i\/i�/i�/i�/%/i\�/%/%/%/i����/i����/i\�/i\ - - POST S T 9 172 S F TOP LEACH GALLEY _---___ -- _ O Landward Raised Deck to be Removed (-120 E L. 5.7' �� � / � S F \ \ \ \ , /i/ / vv vv vv vv v v v v�vv 0.07% j��/VA a) r33.5 SF / / CAPACITY: SLOPE I BOT LEACH GALLEY \ ° \\//\\ 30 GALLONS /\\ \� 4'-0" 1 8/FT.i EL. 4.2' /� Proposed Garage 440 SF 0.90 /° \\�\\ \��� (4'MAX.� �3'4' MIN. -6°_ 3'-0" MIN= k _-- ---� � � Total 1570.5 SF 3.21% FROM 0 'IMPERVIOUS IMPERVIOUS' _ --- TREATMENT UNIT TODRAINFIEL N I TABLE BY MERYL KRAMER ARCHITECT o I SOIL SOIL GROUNDWATER EL. 2.2 ( > \/ BOX BOTTOM240 \ 8 INLET I.E.24.6' -- - - --- - � t`-^�` \ UTLET I.E.24.4' 0 BACKFILL MATERIAL TO BE CLEAN WRAP ENTIRE GALLEY W/ Q E I - � O ` SET ON A 12"BED �\ � FINISHED GRADE SECTION OF SAND OR PEA GRAVEL vi SAND AND GRAVEL (TYP.) 6 OZ. NON WOVEN GEOTEXTILE FABRIC PLASTIC DISTRIBUTION BOX DETAIL 6 x 6 P.T. TIMBER TIE //\//\//\//\// / / /�\//\//�\//�\//� , „ POLYLOK 3017-206-6 OR EQUAL 1 ' LEACHING GALLEY J BACK SPACING w/HEAVY DUTY LOCKING COVER TO GRADE O `l ___ ___ _ 1 SCHEMATIC NO SCALE v - 2 OFFSET AT EACH y r m ' �� ^ 1 LAYER-(TYP.) KEY MAP o V Q� o - W O M N o a • +-Orr APPLICABLE I/A-OWTS SYSTEM GENERAL SPECIFICATIONS: 0 *ENGINEERS CERTIFICATION IS REQUIRED FOR l ,., .. ��, v I 1.THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 ARTICLE VII (SEPTIC = 6 x 6 P.T. TIMBER 4" LEADER CONNECTION ALL IAOWTS INSTALLATIONS. THE DESIGN ` 6 ` � 6 x 6 P.T. TIMBER TIE BACK 4' LENGTH INDUSTRY BUSINESSES)AND ENDORSEMENT J (INNOVATIVE AND ALTERNATIVE TREATMENT SYSTEM INSTALLER)THROUGH CLEANOUT COVE Z AT BUILDING ENGINEER MUST BE CONTACTED WHEN THE RETAINING WALL THE SUFFOLK COUNTY DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK COUNTY CODE BELOW GRADE � BOARD OF HEALTH/ WASTE WATER O \� _ _ MAINTENANJCE PROVIDERS. ENT OF LABOR, LICENSING AND CONSUMER AFFAIRS MAINTAINS A LIST OF LICENSED I/A OWTS NATURAL GRADE 40 d NAILS @ 12 O.C. GRADE EL. 10.0' N MANAGEMENT INSPECTOR IS CONTACTED FOR L_ �.. �"' _ STAGGERED BETWEEN I \/\/\/\/\/\/\/\ \/\/\ 2.ALL I/A OWTS MUST BE REGISTERED WITH THE DEPARTMENT IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY \//\//\//\//\//\//\//\//\//\// ROWS(TYP.) //\/ //\\//\\//\\//\\//\\//\\// \\//\\//\ % INSPECTION. ALL SEPTIC AND LEACHING �� \\ \\ \\ \\ \\ \ \ \ \ \ ZONE VE(EL 14) -� �' CODE PRIOR TO THE DEPARTMENT GRANTING CERTIFICATION OF COMPLETED CONSTRUCTION ON "AS BUILT" PLANS. ui TOP DRY WELL I FIELD COMPONENTS MUST BE VISIBLE. _ �� 3.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER EL. 8.5 I I 8 ` - -- _ ' MUST BE SUBMITTED TO THE DEPARTMENT PRIOR TO THE APPROVAL OF THE I/A OWTS REGISTRATION BY THE DEPARTMENT SLOPE ' \ TWO TIES BELOW IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY CODE.* MAINTENANCE CONTRACT & CONTINUOUS J ' / GRADE(TYP.) Q �j 114 IFT. A MAINTENA < NE BOUND?R'I/" _ 4.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY AND OPERATION/MAINTENANCE SERVICE MAINTENANCE IS REQUIRED FOR THE PROPER r FIQ,p ��.• I I _ �. � � _ ____ �- � CONTRACT. FUNCTIONING OF ALL I/A TREATMENT TANKS '' r 8 MODERATE TIMBER RETAINING WALL LL 5. INSTALLATION AND USE OF THE I/A OWTS MUST CONFORM TO THE DEPARTMENT'S APPROVED I/A OWTS GUIDANCE Q W BOT DRY WELL IIMPERVIO S IMPERVIOUS' ` LIMIT OF M A DOCUMENT PREPARED IN ACCORDANCE WITH THE STANDARDS FOR APPROVAL AND MANAGEMENT OF INNOVATIVE AND EL. 5.0' SOIL SOIL I ALL DRAINAGE SRUCTURES MINIMUM 10' FROM �• ZONE AE(EL 9) WAVE ACTION , SCALE: 3/4"=1'-O'+ ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEMS."THESE STANDARDS COVER VENTING AS FOLLOWS: ■C 3'-0" MIN. 8' DRYWELL 3'-0" MIN. __ __ BOUNDARY / WHEN AN I/A OWTS REQUIRES A VENT, THE UNIT SHALL BE VENTED TO THE ROOF OF THE RESIDENCE BEING SERVED. VENT - I ANY SANITARY COMPONENT AND WATER LINES �� �'� ' � '�r� PIPES SHALL EXTEND A MINIMUM OF 6"ABOVE THE ROOF LINE AND THE TOP OF THE VENT SHALL HAVE A MINIMUM 0 o Z I - - HORIZONTAL SEPARATION OF 12 TO THE SLOPED PORTION OF THE ROOF. IN CASES WHERE IT IS NOT PRACTICAL TO VENT \ __ 10 - - ----- THE SYSTEM TO THE RESIDENCE ROOF, A VENT PIPE MAY BE PIPED TO THE EXTERIOR SIDE OF THE RESIDENCE AND < C: C: N I ALL CATCH BASINS MINIMUM 10' FROM ANY 0 V) GROUNDWATER DEL. 2.2' I �s' - � �' - -- - ' -- �-, �li�� � __ I RAILING BY OTHERS I - TERMINATES A MINIMUM OF 18"ABOVE GRADE. THESE VENT PIPES SHALL BE LOCATED A MINIMUM OF 3' FROM ANY WINDOW SANITARY COMPONENT / 5' FROM WATER LINESFIRM - 12 - -- I l OR DOORWAY AND MUST TERMINATE WITH A CARBON FILTER DEVICE. ALL VENT PIPES MUST HAVE MINIMUM DIAMETER OF 2". .� ..� , �ONE BOUNDARY�ND�ARY 74 - 10 MIN. BACKFILL MATERIAL TO BE CLEAN WRAP ENTIRE DRAINAGE \ 6. GARBAGE GRINDERS SHALL NOT BE PERMITTED WHEN AN I/A OWTS IS UTILIZED AS A MEANS OF SEWAGE DISPOSAL. IN r , \ -� / �° `� ��. FINISHED GRADE �•/ � I � �. o ADDITION, WATER SOFTENERS SHALL NOT DISCHARGE INTO AN I/A OWTS. SAND AND GRAVEL (TYP.) RING w/ 6 OZ. NON-WOVEN APPROX. 480 Cy OF CLEAN SAND FILL TO BE uJ 1 ' CIO - GEOTEXTILE FABRIC TRUCKED I N FROM APPROVED UPLAND \\\\\\\\\\\\\\/\\\\\\/ °° 7.A CONTROL PANEL BOX MUST BE PLACED OUTSIDE NEAR AND WITHIN VIEW OF EACH STRUCTURE THAT IT SERVES. THIS }+ // // // MUST PROVIDE A WARNING SYSTEM WHICH WILL ACTIVATE AUDIBLE AND VISIBLE ALARMS THAT CAN BE READILY SEEN AND W SOURCE TO ACHIEVE PROPOSED GRADES _ % //\\��/\\ HEARD BY THE OCCUPANTS OF THE BUILDING SERVED. THE DEPARTMENT RECOMMENDS A TELEMETRY DEVICE BE ♦^ O .' j0 /(3�CI�FIL TO BE` C E_`A j/// INSTALLED TO TRANSMIT IMMEDIATE REMOTE ALARM NOTIFICATION TO THE O&M PROVIDER NAMED IN THE O&M AGREEMENT. �/♦ ♦J DOWNSPOUT DRY WELL EXTG. COUNTOUR 36 - -, OF BBC/ ZONE X\� 2 8'W \/'SIN/� qt N[� ��VET \/\\j 4 a A GFI OUTLET MUST ALSO BE PROVIDED NEAR THE CONTROL PANEL TO PROVIDE POWER FOR MAINTENANCE AND TESTING O `Ll�/ __ �F,r \ / // // EQUIPMENT. USE A DEDICATED 120 VOLT AC, 20 AMP, SINGLE-PHASE CIRCUIT BREAKER IN THE MAIN ELECTRICAL PANEL FOR Q O 36 \`\` - \�\ 1 C� ` \j\\j\\j\�\\\/\\j\\\// o #5 REBAR @ 12' C. SERVICE TO THE HYDRO ACTION CONTROL CENTER. M NOT TO SCALE PROP. COUNTOUR _ , �Vc / / / / S 00 ` O / / / /a3" CLR. TYP. C.� _ `� OT _ _ � G \\\\\\\\\\\\ \ \ � 8. THE PLC CONTROL PANEL WITH COMPRESSOR PUMP REQUIRED FOR THIS INSTALLATION SHALL BE INSTALLED ON A00 AN 400 SERIES HYRDO ACTION TREATMENT TANK AREA SLOPING EQUAL OR GREATER THAN-2=- -��1, /// O //////�/// CONCRETE BASE WITHIN VIEW OF THE PRETREATMENT TANK. ENSURE ADEQUATE VENTILATION,AND PROTECT AGAINST ■ 1ST FLR. 2-REINFORCED THERMOPLASTIC ACCESS COVERS TO GRADE, RISING GREATER THAN 20 . E'` `� \\' ,\ \\ SHED T� / �\ \x WATERPROOF ALL\/ #5 REBAR @ 12" O.C. SUNLIGHT. UNIT MUST BE HARD-WIRED TO A DEDICATED 20 AMP BREAKER IN THE CONTROL PANEL ALL UNDERGROUND FIFE 34.4' BOLTED TO PREVENT UNAUTHORIZED ACCESS. - �� / ° WIRING TO BE INSIDE CONDUIT. IF COVER WEIGHS LESS THAN 60 LBS.A SECONDARY SAFETY LID OR \\�\\ SURFACES BELOW GRADE' a DEVICE SHALL BE INSTALLED _ -'`, `- BqN 7 / / / / / / / ° 9. INSTALL I/A OWTS TANKS ACCORDING TO MANUFACTURERS RECOMMENDATIONS. ALL APPLICABLE RECOMMENDATIONS .,. PROPOSED 1,035 sq _ _ - , r� /\ /\ /\ /\ /\ /\ / HYDRO ACTION CONTROL PANEL, \` �\ ` /Z \/\/\/\/\/\/\/ PROVIDED BY THE MANUFACTURER SHALL BE IMPLEMENTED. THERMOPLASTIC RISER COVERS WEIGHING LESS THAN 60 LBS. VENT W/CARBON FILTER& NON-TURF BUFFER �b� 0 _� ��` ® \ J y \/\\/\\/\\/\\/\\/\\/ °a e SHALL HAVE A SECONDARY COVER OR SUPPORT DEVICE INSTALLED BENEATH THEM PLC CONTROL HP80 COMPRESSOR 1 -8'fd 12'DEEP LEACHING POOL -to �\�` \� �� \//\//\//\//\//\//\// o° VIEW ENCLOSURE LOCATED W/IN 2'(d PLASTIC COASTAL EROSION SI 3 o J� ' ( \ \ \\/\\/\\/\\/\\ GRADE 10. THIS I/A OWTS, HAVING BEEN APPROVED BY SUFFOLK COUNTY FOR PROVISIONAL USE, IS REQUIRED TO BE SAMPLED w/1 -8'O 12'DEEP EXPANSION POOL (j \ O ?8 26+ 2 2 L _ 0�S \__ _-. _ /\/ �� / ° VIEW OF SEPTIC TANK DISTRIBUTION BOX � �� � ; HAZARD BOUNDARY ��`�^ - 4 22 0 1 ( 3 W I // #5 REBAR @ 12 O.C.\ \ \ \ \ WITH THE FREQUENCY REQUIRED BY ARTICLE 19 FOR PROVISIONAL 1 OR 2 USE. DURING THIS PERIOD THE MEAN ROLLING BASEMENT GRADE t 28.0' IF GRADE t 28.0' J Y \� �;\ ` ,- \\\\\ 12 HOOK- 30 SPLICE, \\ \\ \\ \\ AVERAGE OF TOTAL NITROGEN IN THE EFFLUENT MUST BE=0R< 19 MG/L. FFE 28.6' E 24.T E 4.4' a'N �_ I TOP DOME EL.26.2' /J �� \`\ `\\` \ \\\\ EXISTING 172 sf PREVIOUSLY ROOFED-OVER J // // � � � � / a // / //� ±16' t5 t81 /_____________________-� 1 TOP LEACH POOL 1 - TORY 3-BR DWELLING w/BASEMENT 3 r DECK TO BE REMOVED AND REPLACED j 3' CLR ALL �/\\/\\/\\/ ° a /\\/\\/\\/\\/ 11. DETAILED INSTALLATION, OPERATION,AND MAINTENANCE REQUIREMENTS ARE TO BE FOUND IN ARTICLE 19 STANDARDS I.E. 25.2 w. °/FT SLOPE I EL.24.T EXISTING S ____� / / J w/ 172 sf DECK(w/PERGOLA ABOVE)AND STEPS / v ' ' \ AROUND // // // // ° ° �/ //\//\/ FOR I/A OWTS SYSTEMS (12.29.17) SECTION 19-107. DETAILED REGISTRATION REQUIREMENTS MAY BE FOUND IN THE SAME NEW Y I.E. 24.8' _ SLOPE SLO E JVFN LEACHING EXPANSION I TO REMAIN w/ INTERIOR RENOVATIONS 14.4 - - / 0 / \�\� \ \/\\ \/ 10 j/�\/\\/\\/ - DOCUMENT, SECTION 19-106. CLEANOUT T Y 1 BACKFILL WITH CLEAN TOTAL(3) BEDROOMS 'n� - N w 22.1' \ \ \ \ \ >� ' ^ 1 / / /. / o e / , / / / RADE AT FACE LE. 24.6' I E 24r_ POOL POOL I SAND AND GRAVEL FIRST FLR.: F.F.E. 38.4' GFA 1263.7 S.F. /� �- 8� 1D ^ X \ \ \pF�OPdSED 4'x 8'OUTDOOR\ ' v // \\/\\/\\ �10" 1'-4' E/\\ OF BUILDING I BASEMENT: F.F.E. 28.6 GFA 1263.7 S.F. -I' , �_ ^ / F \ \ ^� I //\//\// `/� `// / I UNSUITABLE SOILS SHALL BE REMOVED AND REPLACED w/ / 21.g PO SHOWER ENCLOSURE OVER / / / / / ° o° 5 REBAR 12 d.C. -' I '� CLEAN SAND DEFINED AS SP OR SW BY ASTM STANDARDS FOR // 32 1 STY FRM. ERVIOUS GRAVEL BED (PIPED f ' \\\\\\\\ \ \\ \\ \\ \ \ \\ r" ` BACKFILL COLLAR�i-3 3 -I A 3'COLLAR AROUND THE LEACHING GALLEY STRUCTURE w/A CLEAN OUT AT THE FACE OF THE �' \ DWELLING // // // n a. C, I TO PROPOSED DRYWELL) , � / / ° ° ° ° a . ° a (TYP.) I I MINIMUM OF 6'STRATUM OF ACCEPTABLE MATERIAL BELOW BUILDING- SEE DETAIL 1 ON S-1 // FFL 38,0 O ? w I / Cb ' \\ \\ \\ ° a ° LEACHING STRUCTURES / �8'-81 GF2g 6 S �\ 1, \ \ O�i // O //\//\// ° a ° a / o ,. . eS+� �{,0 6�3 PROPOSED LANDSCAPE RET. WALL _ M 32_ ' NEW 1000 GAL. / \\/\\/\\ °�a a \ o a ° a ° a O 05? i2 ' 1 L I BOT LEACH POOL / / UN / //\//\// / ° / °4 a ACE OF BUILDING AROffSSION"�� 4" I --------------------- I EL. 11.7 / N U N DE RGRO ALL PIPE TO BE MINIMUM0 40/SDR 35 SEWER PIPE I 1 T.O.SP STRATUM EL.9.5' W / + '\� \ ° D LPG SCHEDULE __a SANITARY SYSTEM. ' 36.3' DA 1 / / \/\/\ 4' \ \ \ /\\ VENT STACK d COMPACTED EMBED I-__________ / \ \\ / ° .° IN 16'X16"X4'DEEP +BW 28.0 _ 3U �p �00��NG TO B� f� / \/\ \//\ �\/�\ STOPPER OR END PLUG 1 I PROPOSED IA-OWTS 4 BEDROOM SYSTEM): + �_ - f I / 1� (J UNDI-- D GRA R OI� // // #5 REBAF� 12'IO.C. ° #5 REBAR @ 12" O.C. ° SLATE OR OTHER ( ) / - lJ \ \ \ FLOOR SLAB OR STRUCTURE °' + � - \ \ \ \ \ \ \ CORNER REINFORCEMENT SUITABLE COVER 1 HYDROACTION AN400 IA TREATMENT TANK -440 GPD _ / +� PROPOSED 1,035 sf \ \ \ IA PROFILE I I - ` 24" EACH LEG ° I w/HEAVY DUTY LOCKING COVERS TO GRADE w/ - �- ? / NON-TURF BUFFER ° a • / '/ //�//�//�//�//' 6' IN. 30 _� I N_ \\\\ \ \ \ \ \ \ _ „ 1 I 1 - 8'1� 12' DEEP LEACHING POOL , Pm 8. 1 / ' l ,' ,' 4 SANITARY RETAINING WALL VERTICAL SCALE:- - 1 -0 I I $• i Ep , 5 6 I 1 w/ 1 -8' 0 12' DEEP EXPANSION POOL /' ` y -- r / /�/ / / ,' ' ,/ j BOT SP STRATUM EL.2.5' GROUNDWATER EL.2.2' - SCALE: 3/4' = V-0'. a TYPICAL RETAINING INTERIOR EXTERIOR �/ HIGHEST EXPECTED 28 2 10 26 ' / / O / a W � i g ��/ Q -- // ' / / / WALL REINFORCING \��\��\�� •� EXTG. WATER � � PROPOSED 4' MAX. HEIGHT POURED LP / LINE TO REMAIN a '°'E`B°w ° ""E •� '-�� \ WASTE LINE DANIEL L MALONE i- CONCRETE SANITARY RET. WALL 26 c9 ;; ;; // /' IMPROVED , j LONG ISLAND SOUND ZQ / ' bey' SEPTIC TANK PUBLIC WATER -/- I - ---- O- -_. _ / O °. 206.74' AVAILABLE / ' 2"VENT W/CHARCOAL FILTER FROM TANK, CONTROL � IS/, CONCRETE RETAINING WALL N 51029'09" - - I IN ° MINIMUM 2'CAST IRON PANEL W/GFI OUTLET, HYDROACTION HP80 vV 28•OY ___--- 22 � /' �,' ' ,/ / ff � � `�l � II CORNER REINFORCING DETAIL < ° EXTENSIQNFROMFQUNDATIQN COMPRESSOR TO BE INSTALLED WITHIN AN T t _ - - X G. 12 sf PORCH _ w I � ' I ENCLOSURE WITHIN VIEW OF SANITARY SYSTEM. LINE AND STAIRS TO BE \\ V_ n CLEANOUT AT FACE OF BUILDING - DETAIL' o ti I ' ; I I I TO BUILDING PANEL w/DEDICATED 120 V AC/20 AMP 22 I. +Tw 4 p+ i�v0' )AND,REMOVED 1 \ SCALE: 3/4 1 0 BREAKER.ALL LINES BELOW GRADE TO BE IN CONDUIT TES -_ -Bwho 2 pur<!, I ❑ w00D I I I I 20 OL T I •O 8' �/ ,' � \� O < �( ELECTRICAL SERVICE DWELLING ELECTRICAL PANEL 20 AMP HYDROACTION TREATMENT UNIT 'uO OP BEAOH� SANITARY SYSTEM TO BE /' _ I----- _ �_-__ / m --_____ _ _ r , -F P PbSED4 MAXI OE OF P 5T 10.1E I I I APPROX. LOCATION OF EXTG M IN O l POST S / TIM ER LAN SCgPE RE WALL r- LINE FROM STREET -_..-_�--"'-- �� � � 20 AMP P, --- -- -�RECIRCULATION PUMP I -ram E E E E E E T I I o I I I ABANDONED AS PER SCDHS DA 3 �� 1' MIXER PUMP WOOD Q \, I (9 QUICK DISCONNECT 20 AMP PROPOSED4 MAX. HEIGHT TVI/'2 �6 70 8� � �` + W. AI DO SWITCH AIR TO AIR \\ \ e I I I I I / - I ' ' , ' �� rl.l�ll 10 AMP PUM - --- TO DIFUSSER U TIMBER LANDSCAPE RET_WALL - $ '�/ y J + ZE 1 10AMP DA 4 / �. - ' -< hj_ ---J L---- -- TO 4 CONTRO� V ' ' ___ HIGH WATER FLOAT PANEL 5 --- •� N I I PRO OSED 3,2)3 sf PERVIOUS , O L DRIVE Y U. GRA E EWA � Z ' WIRES LAND N/F OF i i 16 _ _ 0 39 H. - '/ / DA 5 TEMPERATURE RATING OF FIELD INSTALLED V ___ ^, - 'DANIEL L MALON I �� y _PIPE3S _�/► u 12 ,'� V / CONDUCTORS MUST BE AT LEAST 140 DEG F (60 DEG C) GROUND O \\ I LAND N/F OF I I IMPROVED / �' 2.2'N �� ---- `► 20 ! / O L G � (.5 M SHARON LOVE i I 1 4 �� , � � / ' CONNECTED TO 3.0 W/ / - o Q. �' Z DASHED LINES REPRESENT FIELD WIRING C6 d 00 \ IMPROVED i I i _ ' PUBLIC WATER LAND N/F OF �G TERMINAL STRIP AN ROUND LUG _ __ _ i �' ry. i / USE COPPER CONDUCTORS ONLY. � CO CONNECTED TO I MARISA CARDINALEI LAND N/F OF PUBLIC WATER ��R 7 EXTERNAL COMPONENTS COMPRESSOR AND/OR J 00 ' I IMPROVED I 12 - _ © o 0 z ( CONNECT GROUND LUG IN PANEL TO A YVONNE R GALLAGHER I H / i �} PUMPS) PROVIDED BY OTHERS AND MUST BE U.L. LAND N F OF / IRREVOCABLE TRUST I I ' CONNECTED TO I __ - SECURE EARTH GROUND �- LORRAINE ANLYAN \ IMPROVED m I ' ' - APPROVED THERMALLY PROTECTED PUMPSUj IRREVOCABLE TRUST �\ 0 ` I�t o I I I PUBLIC WATER __ - 7� / 10 /DA 2 // J� O 2 IMPROVED 28W s j�i. I I I I ® , EE WATER-D INAGE BRANCH CIRCUIT PROTECTION AND MAIN DISCONECT WIRING DIAGRAM I� = v 66 Op,, , I PROPOSED DRAINAGE-TYP. M . "`-+cc 6� I _ LIN CROSSING DE IL I '� PROVIDED BY OTHERS AND MUST BE SIZED ACCORDING ----I---- U.P. --` , TO PUMP/MOTOR MANUFACTURING SPECIFICATIONS NTS 7.+'s _ �� EXTG. 2,120 sf ASPHALT -' _ $ PROPOSED 1 - STOR �� 0 0 ■oN\ _°'' � DRIVEWAY TO BE REMOVED � i � ` r- \ ` lb.$' -GARAGE- DRY BUILDING Dl � '��.F L.�5' 440 S.F. Q' o SOUND AVE R�/G f� RO ___ - __ _ ° • \N , I q VET Ao w V ti° no CZ7 ` OP I V �� �� / v COVER TO GRADE 24"LOCKING POLYETHYLENE !' 1�J� I I I • ' RECIRCULATION ASSEMBLY \ EF 245 COMPLETE AN400 eS I I LAND N/F OF I - - � q ''N \ 24"LOCKING POLYETHYLENE _ _ ROXANNE ZIMME� - \ 9'� / COVER TO GRADE P I 6 PROPOSED PROJECT-LIMITING IMPROVED ' I •,� \� 'CONNECTED TO i LAND N/r of FENCE -APPROX. AREA OF \ \ TEST i Rpp 'PUBLIC WATER ATRICIA OSHAN I ----- -- -- -- -- _ ��..\ DISTURBANCE = 17,550 sf `` • / _ ` ^ x 22� �li1 I �I/� I IMPROVED I :CONNECTED TO' � LAND N/F OF I I I ------ PUBLIC WATER , I I ,.�-'' �" I ROGER OXEE M � 'r RECIRCULATION ASSEMBLY CONTROL PANEL AND AIR PUMP 60 " E I'' so'MADE R6111 OF WAY ' ' b' IN POLYETHYLENE ENCLOSURE IMPROVED d 245 COMPLETE AN400 \` 10.8 39 00 // //I �"/'' UBEIt 8623 Pc. 73 PUBLIC WATER' ELEV. 17.5 ON PRECAST CONCRETE PAD \ APPROXIMATELY ` �� -- I I AVAILABLE I I DR BROWN��, I HYDROACTION TREATMENT TANK AN400- PLAN VIEW �' LOAM PLC CONTROL `"� � . � EC050-30-L-80-PLC � LOCATION OF WELL !y�� z 9� /.,� __.- �� �� CL 0 5 NTS HP80 COMPRESSOR .. ---.. LAND N/F OF � \ VE `�- °Rr/oRq I IMARYANN HERRI Uj/ BROWN FASTENER 3/8-16 x 3j"AT HHCS v►j V I A �� I � ROAownv IMPROVED I I I O SILTY SAND 9"x 9"x 7"DIRECT BURIAL o I I PUBLIC WATER w/S3 NUT&WASHER JUNCTION BOX FOCUS DBS-97-JB PROVIDE POLYLOK 3008- OR APPROVED EQUAL LAND N/F OF c I AVAILABLE I LAND N/F OF O S M WEST 24"FLAT COVERS&SAFETY GRATING PROVIDE POLYLOK 3008- c IFAZIO SECURITY' ` 8.0 RONALD ROTHMAN I I ' ' I `' \\� 4"PVC PIPE(SDR35 WEST 24"FLAT COVERS&SAFETY GRATING IMPROVED I I TRUST I \O� ` PALE EXISTING '�� I IMPROVED O ` W BROWN CORE DRILL TANK AND INSTALL AIR HOSE AND t I \\ GROUND P AVAILABLE R I O ` JOINT APPROVED BY THE TO TREATMENT UNIT III��� WATERTIGHT SEALED FLEXIBLE ELECTRICAL SUPPLY O RF - MANUFACTURER TYP. Off` I IJOHN EATHOER I I `S/ygTF SANDSP 15' LAND N/F V ` N OUTLET DRAWN BY: EO loo I R ' BROWN o CONTROL PANEL/ 0*, �� �q\ ` -_ VACANT ' ' pF��FTCgNVo A Ic CLAYEY HIGHEST EXPECT. -4"PVC DR35 EEw/SOLIDS DEFLECTOR COMPRESSOR PUMP DATE: 02/16/22 �ti ° � SITE PLAN Sy�,Q F��oNs�Fo e�UNp�' ^*� 4"STRAIGHTTEE(SDR35 SCALE: AS NOTED F NF 9 "^"III SAND SC 15.3' WATER EL 2.2 MON. \. -- T Y Ry WATER IN 4"PVC PIPE(SDR35 TyO`O S54°33'00" w '�� -L----J- SCALE = 1:20 �F �6 027s qs SHEET BROWN PRETREATMENT TANK 80.0� CLAYEY AN 00 AT w/PLATFORM COMPLETE \ \ 2ND AVE SAND SC , LAND N/F OF -_-----__ 20' 0' 20, 40' �,�. 19 COUPLING-4"SCH 35 PVC SX KATHLEEN CHAMBERLAIN �- I WATER IN _qkl 3"THICK BED OF COMPACTED VACANT PALE ADHESIVE CARTRIDGE w/ SAND.MAXIMUM TOLERANCE \ BROWN 1"#10 SELF TAPPING SCREW(PPH ZINC) OF t� r I LAND N/F OF ° s �� 0 f E. ALLEN KRAUS ° ` FINE IMPROVED SAND PUBLIC WATER ALL SITE DATA SUPPLIED BY KENNETH M WOYCHUCK SUBJECT TO COVENANTS, EASEMENTS,AGREEMENTS SP 27' AVAILABLE LAND SURVEYING, PLLC AND RESTRICTIONS OF RECORD, IF ANY. O �� HYDROACTION TREATMENT TANK AN400- SECTION S 54 3 3 '00 W APPROXIMATELY AQUEBOGUE, NY 11.15.20 FEMA MAP#36103COl61H TEST HOLE 1 NTS STANDARD HYDRAULIC LOAD 440 GPD VICINITY MAP NAVD 1988 DATUM WEIGHT OF EMPTY TANK 930 LBS `` LOCATION OF WELL SCTM#1000-068.00-03.00-011.001 ° COASTAL EROSION HAZARD AREA MAP SHEET 7 OF 49 80 . 00 -- SCALELOT AREA 110,288 SF/ 2.51 ACRESPHOTO No. 57-559-$3 TEST HOLELE AN400 245 NITROGEN REDUCTION SYSTEM DRAWN BY:A.DAVIS PERFORMED BY • ; SCALE- 1 :60 / LAND N/F OF \�\ 0 McDONALD GEOSCIENCE ° DATE: REV. PART# OF 1 SHEETS STACHL ULRIKE K 1�\ h dr Ctiolf 05/31/17 HA-180053 MARCH 8, 2021 yrr.°,<o°„Aegrnond.p / IMPROVED Suffolk County Department of Health Services Office of Wastewater Management 360 Yaphank Avenue,Suite 2C,Yaphank,New York 11980 (631) 852-5700 OR HeahhWWM@suffolkcountyny.gov CERTIFICATION OF CONSTRUCTED WORKS BY DESIGN PROFESSIONAL Health Department Reference Number: R-22-0130 Suffolk Tax Map#:Dist: 1000 Sect(s) 068.00 Blk s) 03.00 Lot(s) 011.001 Project Name/Address: Private Residence @ 100 Salt Marsh Ln, Peconic, NY 11958 Applicant/Property owner Name: Shannon Goldman/Deb McKeand ITEMS BEING CERTIFIED (Check all that apply) [ ] Community Sewer Lines and/or Community Sewer Collection System Components [X]Retaining Walls(installed as part of the sewage disposal system) [ ] Sewage Pump Station/Valve Chamber [X]Subsurface Sewage Disposal System and all Related Components(Septic tank,grease trap,leaching system,VA OWTS,etc.) If Applicable—ItAOWTSManufacturer: Hydro-Action Model: AN400 [ J Sewage Treatment Plant and all Related Components [ ]Water Supply System [ ]Abandonment of Pre-existing Sewage Disposal System [ ]Abandonment of Pre-existing Water Supply [ ]Other As the Licensed Professional Engineer or Architect,I or qualified personnel under my direct supervision,have inspected the work specified above in accordance with the New York State Education Law,and(check one): [X] I hereby certify that all material and work conforms to approved plans and permit conditions,and/or standards issued pursuant to the Suffolk County Sanitary Code. (Attach any inspection or test reports required by the Department.) [ ] I hereby certify that all material and work conforms to approved plans and permit conditions,and/or standards issued pursuant to the Suffolk County Sanitary Code, except as described in my attached addendum.(Also attach any inspection or test reports required by the Department.) INDICATE BELOW IF THIS PROJECT INVOLVED THE BEST-FIT REPLACEMENT/RETROFIT OF AN EXISTING SEWAGE DISPOSAL SYSTEM [ ] I hereby certify that this sewage disposal system installation has been performed as a Best-Fit Replacement/Retrofit,and conforms with the appropriate Standards to the greatest extent possible,and that other alternatives are not environmentally feasible. I also certify that the protection of public health and the environment was given priority over all other considerations,and this OWT2nLl llation represents an improvement to existing sewage disposal conditions. Engineer's/Architect's signature: Print Name STEVEN L. MARESCA Date: 02.23.23 License Number: 057643 of hrw, 94,gH L.44 �pQ1 Affix seal yP� 4q oa9ar°J ` s¢yOtk When inspections are required,this certification shall not be used in lieu of inspections by personnel of the Department. THIS DOCUMENT MUST CONTAIN AN ORIGINAL SIGNATURE WWM-073 (10/20) DRAINAGE ANALYSIS: 100 SALT MARSH LANE DRAINAGE CALCULATIONS EXISTING LOT COVERAGE O O O m LINEAR FEET REQUIRED 1 Total Lot Area 1 10,288 SF GRADE VARIES Q f11 206 . 74 ___. - Freshwater Wetland AreaDepth o � RAINAGE LINE 4972 SF LEACH. " ,,,,,, _ m____ _.._ I j O'',fl RUNOFF ADJUSTED EVENT Diarn Drywell Total LF N 51029 '09 �� LINE E 4_'_____-_.__. -_� "'®..___ ., DRAINAGE AREA AREA{SF) 8'QI /42,2 1D° f68,42 GALLEY Drywalls - '- Area Seaward of Coastal Erosion Haz. Bound. 56,240 SF ' CEFF. SQ FT 2/12{CF) Used Sections PROVIDED _ ----- :� .... �r •COMPACTED GRANULAR INF(LL 32(CF)/FT {LF) Used(EA) _ _ ., Buildable Land 49,076 SF � BETINEEN PIPES �" O00 WATER AND DRAINAGE LINE JOINTS DA 1= House Roof 1050 1 1050 175.0 5 3 6 8' 4 2 8 _. . � z ,_z >10'FROM CROSSING +Outdoor Shower 5 showers/day 13.4 1 1 1 DESCRIPTION •USE HDPE CORRUGATED DRAIN PIPING DA 2 = Garage Roof 400 1 400 66.7 2 1 3 8' 3 1 3 VIA Waterside , .� Dwelling 1045 SF 2.13% _ . DA 3 = Parking-Gravel 870 1 870 145.0 4 3 5 8' 6 1 6 W _� I 0A v I Waterside Deck 172 SF 0.35% CJ, �0 Q o WATER LINE DA 4=Garage Parking ~ ZONE VE(EL 16) 1 � >• ' N Landward Raised Deck 120 SF 0.24 /° Gravel 2120 1 2120 353.3 9 6 12 8' 6 2 12 �"� DA 5 = Driveway-Gravel 430 1 430 71.7 2 2 3 10' 2 1 2 Q ^ ,� o_ �� I Shed 33.5 SF 0.07% WATER LINE / DRAINAGE LINE CROSSING Leach O t v -� Total 1370.3 SF 2;7g% SCHEMATIC - NOT TO SCALE _ - �I DA 6= Driveway-Gravel 320 1 320 53.3 2 1 2 Galley 1 2 2 -_ _-- I-�a , * ""'Y � P.� W LONG ISLAND PRECAST � 0 ..•► ZONE BOUN�A -_ 6 O PROPOSED LOT COVERAGE °�� 0 O 4" CORRUGATED 4" CORRUGATED POLYETHYLENE O G T _ - � �""' FIRM ZONE VE(EL 14) - Total Lot Area 110,288 SF FROM r w V CONCRETE TRENCH DRAIN OR _ TREATMENT UNIT _- - , Q Of U POLYETHYLENE PIPING PIPING (TYP. EQUAL w/ GREY IRON GRATE - ""'"o - 8 ^- �- Buildable Land 49,076 SF �1`` } W m MID-LEVEL H-20 TRAFFIC BEARING RATED I ______-- -. ❑ WOOD ENDCAPTYPE ° Q m I- z0 /' LEVELING DEVICES O W _ CROSS-CONNECTION CLEANOUT COVE -___----------- --- P ST 10. 1E ��, W O d , I DESCRIPTION PLAN VIEW tic W � � BETWEEN GALLEYS (TYP.) GRADE 6.7' --- - 6 �_ I �`�10 Ic11 ,' ��O > O LL > - _ Dwelling 1045 SF 2.13% ,'-111. cwE ': I .:� W W \ \ \ \ \ \ \ \ \ \ _-�-� q � 0 GRADE 28.0' ���" 0 Q J \,\,\,\,\,\,\,\�,\�,\�,\�,\�,\�,\�,\�,\�,\�,\ ___ _ Reconstructed Waterside Deck wi th Pergola 172 S F 0.35/° - m /\\/\ \\/\\/\/\\/\\/\/\/\/\/\/\/\/\/�/\\/\/\/ \/\/\� \/\ \ \\i\\i; TOP LEACH GALLEY - - ___- $ O i\\ \\ \\ \� ;�i;�i;�i;\ ��; _ �� /\/i�/i /\/i\� $ POST �� O Landward Raised Deck to be Removed (-120 SF) 0.24% !\�/\ /�/� W�\ \ \ \ \ \ \ ------ \ ` \�\�\ \\I - - r / r\r\ uJ 0 \ \i/\i \ �� ���/���/�\` \ \���/��� E L. 5.7 _------- i - � \\, / /\//\/ - ~ \ r/i/i,/i../i,./i. ./i,/i, s \ / ° /\/\ /\\/\� Y Q Q F ( Shed 0.07/° %\\ \ \ \ r SLOPE I BOT LEACH GALLEY \ 33.5 SF //�/- CAPACITY: ///i > J 0 \\/\ 30 GALLONS \\�\\ q_0 W (A I / Proposed Garage 440 SF 0.90 /° i\\!� /i\\/i (4'MAX.) W_ o /1 8/FT.I EL. 4.2' / �\ 1> \i\ 3'-0" MIN. -6" LLLL- 11MPERVIOUS IMPERVIOUSI �__ Total 1570.5 SF 3.21 /o FROM �\��� /�//% Q (V I _ -- TREATMENT UNIT TO DRAINFIEL I SOIL SOIL GROUNDWATER EL. 2.2 __ _ I (TABLE BY MERYL KRAMER ARCHITECT) I�. BOX BOTTOM24.0' \\ --- ------ B ... / �� I-- NLET LE.24.6' OUTLET I.E.24.4' 5` BACKFILL MATERIAL TO BE CLEAN SET ON WRAP ENTIRE GALLEY W/ FINISHED GRADE SECTION OF SAND OR PEA GRAVEL SAND AND GRAVEL (TYP.) 6 OZ. NON-WOVEN GEOTEXTILE FABRIC7z O � \\\\\\\\,' \\K \\\\\\\\ \\ \\ \\ \\ PLASTIC DISTRIBUTION BOX DETAIL I I I \/\/\/\/\/\/\/\/\/\/\/\/ 6 x 6 P.T. TIMBER TIE 1 ' LEACHING GALLEY / / s BACK @ 8'-0" SPACING PN DUTY 3017KING OR EQUAL w!HEA'✓Y DUTY LOCKING COVER TO GRADE �+ � 1 1 SCHEMATIC O s-; _____------ - 1 z OFFSET AT EACH NO SCALE ' \ LAYER-(TYP.) KEY MAP \ (� U) N N N � "b � N N N W O ` > N = � CO M F- \�� • I_QII APPLICABLE I/A-OWTS SYSTEM GENERAL SPECIFICATIONS: . " *ENGINEERS CERTIFICATION IS REQUIRED FOR _ o 0 4" LEADER CONNECTION ALL IAOWTS INSTALLATIONS. THE DESIGN � 6 6 x 6 P.T. TIMBER 1. THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTEP, 563 ART!C! E VII (SEPTIC \1 6 x 6 P.T. TIMBER TIE BACK 4' LENGTH INDUSTRY BUSINESSES)AND ENDORSEMENT J (INNOVA FIVE AND ALTERNATIVE TREATMENT SYSTEM INSTALLER) THROUGH CLEANOUT COVE z AT BUILDING ENGINEER MUST BE COI°JTACTED WHEN THE ��� = RETAINING WALL THE SUFFOLK COUNTY DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK COUNTY CODE BELOW GRADE 2 BOARD OF HEALTH/ WASTE WATER _!:� O \� MAINTEN!ANJCE PROVIDERS. OF LABOR, LICENSING AND CONSUMER AFFAIRS MAINTAINS A LIST OF LICENSED I/A OWTS NATURAL GRADE 40 d NAILS @ 12"O.C. GRADE EL. 10.0' MANAGEMENT INSPECTOR IS CONTACTED FOR j_ ,.". 1 �' .e STAGGERED BETWEEN U) 2. ALL I/A OWTS MUST BE REGISTERED WITH THE DEPARTMENT IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY \/i\/ice/i\/ice/i\ \/i\/i\/i\/i\//\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\ \/i�/i\/i\/i\/i�/i\/i\ \/i\/i\/i\/i�/i\/i\/i\/i\/i \/i�/i\/i % \ y\\/\\/\\/\\/\\/\/\\/\\/\\/\\/\\/\\/\\/\\/\/\\/\\/\\/\\/\\/\\/\/�\/\\/�\/\\/\\/\\/\\/ /\\/\\/�\//\\/\\/\\/\\/\\/ \/\\/\\/ �\/ INSPECTION. ALL SEPTIC AND LEACHING NE VE EL 14 ,�� ' \\/\\/ \\/\\/\ CODE PRIOR TO THE DEPARTMENT GRANTING CERTIFICATION OF COMPLETED CONSTRUCTION ON "AS BUILT" PLANS. TOP DRY WELL I FIELD COMPONENTS MUST BE VISIBLE. __ \�\���\� ���\/\�\�\/ I.i.l EL. 8.5' I I __ _--- _J� -� 3. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER \ 1 (S �- I I MUST BE SUBMITTED TO THE DEPARTMENT PRIOR TO THE APPROVAL OF THE I/A OWTS REGISTRATION BY THE DEPARTMENT I �/'� SLOPE I I� TWO TIES BELOW IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. V 1 1/4"/FT. I * A MAINTENANCE CONTRACT & CONTINUOUS ) I UNUARr/ I -� 3: 0) GRADE (TYP.) V� I I MAINTENANCE IS REQUIRED FOR THE PROPER < NE BO _ 4. ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL '3-YEAR WARRANTY AND OPERATION/MAINTENANCE SERVICE Q ® � FIR ZO ��® � 0 �' �'� �' CONTRACT. I I FUNCTIONING OF ALL I/A TREATMENT TANKS ---- �' ___ 8 ---` - O r se BOT DRY WELL iIMPERVlO S IMPERVIOUS] ,\� 00060 MODERATE TIMBER RETAINING WALL 5. INSTALLATION AND USE OF THE I/A OWTS MUST CONFORM TO THE DEPARTMENT'S APPROVED I/A OWTS GUIDANCE LIMIT OF DOCUMENT PREPARED IN ACCORDANCE WITH THE STANDARDS FOR "APPROVAL AND MANAGEMENT OF INNOVATIVE AND \ EL. 5.0' SOIL SOIL II ALL DRAINAGE SRUCTURES MINIMUM 10' FROM ' v`/AVE ACTION /� „_1,- „ ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEMS."THESE STANDARDS COVER VENTING AS FOLLOWS: D r L3'-0" MIN. ' 0 DRYWELL 3'-0" MIN.-4 _ ZONE AE(EL 9) SCALE. 3/4 - 0 / "WHEN AN I/A OWTS REQUIRES A VENT, THE UNIT SHALL BE VENTED TO THE ROOF OF THE RESIDENCE BEING SERVED. VENT I = I ANY SANITARY COMPONENT AND WATER LINES ------ ---- BOUNDARY �A's00000 7/ PIPES SHALL EXTEND A MINIMUM OF 6"ABOVE THE ROOF LINE AND THE TOP OF THE VENT SHALL HAVE A MINIMUM �I 1 o Z I ____ ___ - I ,�O __ _ HORIZONTAL SEPARATION OF 12"TO THE SLOPED PORTION OF THE ROOF. IN CASES WHERE IT IS NOT PRACTICAL TO VENT < C: C: , I N 2 i ALL CATCH BASINS MINIMUM 10' FROM ANY \\_ _ ~� THE SYSTEM TO THE RESIDENCE ROOF, A VENT PIPE MAY BE PIPED TO THE EXTERIOR SIDE OF THE RESIDENCE AND ♦^ GROUNDWATER EL. 2.2 `^-�_ 0 - _ ` RAILING BY OTHERS -I I TERMINATES A MINIMUM OF 18"ABOVE GRADE. THESE VENT PIPES SHALL BE LOCATED A MINIMUM OF 3' FROM ANY WINDOW O V, SANITARY COMPONENT / 5 FROM WATER LINES � I r .�IR� M ZONE BOUowassNDARY 7 �2 - I I I / OR DOORWAY AND MUST TERMINATE WITH A CARBON FILTER DEVICE. ALL VENT PIPES MUST HAVE MINIMUM DIAMETER OF 2". Q mo� .�� � Sl �-�I-�10 MIN. BACKFILL MATERIAL TO BE CLEAN WRAP ENTIRE DRAINAGE ' \ � 6. GARBAGE GRINDERS SHALL NOT BE PERMITTED WHEN AN I/A OWTS IS UTILIZED AS A MEANS OF SEWAGE DISPOSAL. IN C , SAND AND GRAVEL TYP. _ �\ _/ �_ \ � I �" , � FINISHED GRADE IT o ° ADDITION, WATER SOFTENERS SHALL NOT DISCHARGE INTO AN I/A OWTS. w • (TYP.) RING w/ 6 OZ. NON WOVEN APPROX. 480 cy OF CLEAN SAND FILL TO BE W �n m GEOTEXTILE FABRIC TRUCKED IN FROM APPROVED UPLAND �: C. \ ` � \\\\\\\\\\\\\\/\\\\\\/ 7. A CONTROL PANEL BOX MUST BE PLACED OUTSIDE NEAR AND WITHIN VIEW OF EACH STRUCTURE THAT IT SERVES. THIS v! }, �-`-_ ` \\/\\/\\/\\/\\/\\j\/ o a MUST PROVIDE A WARNING SYSTEM WHICH WILL ACTIVATE AUDIBLE AND VISIBLE ALARMS THAT CAN BE READILY SEEN ANDW 75 SOURCE TO ACHIEVE PROPOSED GRADES _____- - / / / / / / / \ - � � � / �� // HEARD BY THE OCCUPANTS OF THE BUILDING SERVED. THE DEPARTMENT RECOMMENDS A TELEMETRY DEVICE BE ♦^ �.} DOWNSPOUT DRY WELL -, -_ - \ TOF � ` //�CKFILCTO BIB CLEAN j\/// ° INSTALLED TO TRANSMIT IMMEDIATE REMOTE ALARM NOTIFICATION TO THE O&M PROVIDER NAMED IN THE O&M AGREEMENT. CK V O 36 DF ZONE X\ EX S ING 210 sf SLATE \ SA AN GRAVEL \ O EXTG. COUNTOUR -- - - - - - - - - - - - \ � _ �,- OF PATI 'O BE REMOVED 8 W F ` \/ \�\� \1 \� \�\\/ .d A GFI OUTLET MUST ALSO BE PROVIDED NEAR THE CONTROL PANEL TO PROVIDE POWER FOR MAINTENANCE AND TESTING _-___ F \ �'T / / / / / / / EQUIPMENT. USE A DEDICATED 120 VOLT AC, 20 AMP, SINGLE-PHASE CIRCUIT BREAKER IN THE MAIN ELECTRICAL PANEL FOR NOT TO SCALE 36 _` - ___ i \ G ` \\/\\/\\/\\/\\/\\/\\/ #5 REBAR @ 12" C. SERVICE TO THE HYDRO ACTION CONTROL CENTER. ' PROP. COUNTOUR -_ \ c \ \ \ \//\ /. o r , __ -1 '�O� \ ANC. \//\\\\\//�" CLR. TYP. 8. THE PLC CONTROL PANEL WITH COMPRESSOR PUMP REQUIRED FOR THIS INSTALLATION SHALL BE INSTALLED ON A V ' AREA SLOPING EQUAL OR GREATER THA-N-2DT ` Qt \ T� / �/q \/\\/\\/\\/\� \� \� - CONCRETE BASE WITHIN VIEW OF THE PRETREATMENT TANK. ENSURE ADEQUATE VENTILATION AND PROTECT AGAINST `�+ AN 400 SERIES HYRDO ACTION TREATMENT TANK 4 �� j �� oolm //\//\//\//\// // / a 2-REINFORCED THERMOPLASTIC ACCESS COVERS TO GRADE, ' - \- __ \ \/ SUNLIGHT. UNIT MUST BE HARD-WIRED TO A DEDICATED 20 AMP BREAKER IN THE CONTROL PANEL ALL UNDERGROUND 1ST FLR. RISING GREATER THAN 20 . _ I I // � - \ \ WATERPROOF ALL\ a #5 REBAR 12" O.C. BOLTED TO PREVENT UNAUTHORIZED ACCESS. -� __ - � � \ \ C) / @ WIRING TO BE INSIDE CONDUIT. FFE 34.4' � �� / � \ _ SURFACES BELOW GRADE a IF COVER WEIGHS LESS THAN 60 LBS.A SECONDARY SAFETY LID OR _� _ s F G� / \ \\ (1 \\ \\ \\ \\ \\ \\ \\ DEVICE SHALL BE INSTALLED \� a ***HYDRO ACTION CONTROL PANEL, PROPOSED 1,035 sq -'\\ � - ,\ _- �'4N/f �I \7 . � //\//\//\//\//\//\// a 9. INSTALL I/A OIIVTS TANKS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. ALL APPLICABLE RECOMMENDATIONS VENT WI CARBON FILTER& NON-TURF BUFFER �� �� �� - \ `�`\\ C _\ \ � \\/\\/\\/\\/\\/\\/\\/ ° PROVIDED BY T iE MANUFACTURER SHALL BE IMPLEMENTED. THERMOPLASTIC RISER COVERS WEIGHING LESS THAN 60 LBS. CIj PLC CONTROL HP80 COMPRESSOR _MP_0� � � = � - � � � � �� � //\//\//\�/\/, //\//\// aad SHALL HAVE A SECONDARY COVER OR SUPPORT DEVICE INSTALLED BENEATH THEM W/IN ENCLOSURE LOCATED W/IN 2'fd PLASTIC 1 -8'0 12' DEEP LEACHING POOL '\ - _ ��" ', J / / / / / /VIEW OF SEPTIC TANK DISTRIBUTION BOX w/1 -8'f0 12'DEEP EXPANSION POOL COASTAL EROSION { \30 ' �' � � \\\\\\\\\\\ \ \\\\\\� o GRADE 10. THIS I/A OWTS, HAVING BEEN APPROVED BY SUFFOLK COUNTY FOR PROVISIONAL USE, IS REQUIRED TO BE SAMPLED HAZARD BOUND X�. 28 ?6\ _2q 2 20 _ �$ �co 1 O,S �___- // // #5 REBAR @ 12" o.c. A BASEMENT S - 2 1 3 WI \/\/ \ 4a \ \ \ \ WITH THE FREQUENCY REQUIRED BY ARTICLE 19 FOR PROVISIONAL 1 OR 2 USE. DURING THIS PERIOD THE MEAN ROLLING GRADE+28.0' GRADE±28.0' FFE 28.6' - o / �x'� h > \-� _'� �\ \ \ \\ 12' HOOK- 3011 SPLICE \\ \\ \\ \\ AVERAGE OF TOTAL NITROGEN IN THE EFFLUENT MUST BE=OR< 19 MG/L. E 24.7' E�4.4' �`� I 1 TOP DOME EL. 26.2' / `" U 9, \ 1 \ \I / // // `/� `/� `/� `/� `// // // /, // / +16 ±sl �_ _ I TOP LEACH POOL \ EXISTING 172 sf PREVIOUSLY ROOFED-OVER \\ \\ \\ / \\ \\ \\ 11. DETAILED INSTALLATION, OPERATION, AND MAINTENANCE REQUIREMENTS ARE TO BE FOUND IN ARTICLE 19 STANDARDS +5 a 1 3 \DECK TO BE REMOVED AND REPLACED I, 3" CLR ALL , / / / / / / / / I.E. 25.2' IN.�q°/FT SLOPE EXISTING 1 -STORY 3-BR DWELLING w/ BASEMENT i / a r11�11 ,)f" rr JVFT MIN. 1'/FT IN. F ; EL. 24.T W "� \ \w/ 172 sf DECK(w/ PERGOLA ABOVE)AND STEPS / AROUND \//\//\//\// /\//\//\//� FOR I/A OWTS SYSTEMS (12.29,17) SECTION 19-107. DETAILED REGISTRATION REQUIREMENTS MAY BE FOUND IN THE SAME ti+ I.E.24.8 SLOPE TO REMAIN w/ INTERIOR RENOVATIONS � \ \ \ 1 \ \ \ DOCUMENT, SECTION 19-106. CLEANOUT T y SLOE LEACHING EXPANSION I l �n 14 ' \ `\\ \ N ( ry ! / O ` \` \` \ \ \ \ \ L. POOL BACKFILL WITH CLEAN TOTAL (3) BEDROOMS ''r� 4 / / / / // / // / / / _ 4: GRADE AT FACE I.E.24.6' POOL I / - �� a° 22.1' \ ` \ i / / /, / ° / / / / . I.E. 241�2' I SAND AND GRAVEL FIRST FLR.: F.F.E. 38.4' GFA 1263.7 S.F. i ;8� � ^ \ ` ` ` N / \/\/\ 10" 1'-4' \/\ 2 �Ci N'' OF BUILDING I I / i / /- / `�: F \ PF�OP�SED 4' x 8' LTDO�� / \/\\/\\/ \ � \ \ • .d ° / 1 i I j UNSUITABLE SOILS SHALL BE REMOVED AND REPLACED w/ BASEMENT: F.F.E. 28.6' GFA 1263.7 S.F. /' kg 21 g' ^ PO \ \ SHOWER ENCLOSURE OVER / �� j ' / / / /\/� \// o° / 5 REBAR 12/O c.�' ` ' �j 3, �-3'-� CLEAN SAND DEFINED AS SP OR SW BY ASTM STANDARDS FOR LEAN IT AT THE FA •E F T E � / 32 1 SAY J M.I PERVIOUS GRAVEL BED (PIPED `� % \ \\ \\ \ /\ /\ / \\ \\ \\\\ s r- , zt BACKFILL COLLAR I i i I A S COLLAR AROUND THE LEACHING GALLEY STRUCTURE w/A C OL C O H �, / I- \ F D ve, TO PROPOSED DRYWELL // // // / 0 I&L. I I MINIMUM OF U STRATUM OF ACCEPTABLE MATERIAL BELOW BUILDING -SEE DETAIL 1 ON S-1 / F� 3 NGr; ) ® / / I s $, ro' GF \ o i // \ \ \ ° e ° °a a / o \ t 4L ' ' Es LEACHING STRUCTURES / 3� �8'_ 28 6 I O / / / ° ° PROPOSED LANDSCAPE RET. WALL M,, / / / �° o ° a o ,c�,, r ' - 32 NEW 1000 GAL. / � \/\/\ a ° c a ° \ d C a ° 4 DACE OF BUILDING . _ �. 1 1 BOT LEACH POOL / / \ \\ \\ \ ' O pSw ALL PIPE TO B E MINIMUM 4"� j ----------------------- I EL. 11.T % � ; I / ,�, 41 ' ° MIN.16"X16"X4"DEEP \ / I �e UNDERGROUND LPG ` / / / Q�. SCHEDULE 40/SDR 35 SEWER PIPE � _ _____________________ T.O. SP STRATUM EL. 9.5' W w';' 6 3' DA 1 �! 4 I 11 I II I / M \ \\\\\ \\\ \\ \ \\ \ \ \ \\ a VENT STACK ° COMPACTED EMBEDMENT SANITARY SYSTEM. / I B'1/�( 28.0 ;;.:.. _ 0 � ` 1 J `FOOTING TO BEST O \ \ \ \ \ \ PROPOSED IA-OWTS 4 BEDROOM SYSTEM : 1 ?� / / @ I I i + 3_ I I ! //�/ // #5 REBAR 12" O.C. STOPPER OR END PLUG ( ) ., UNDISTUR D GRAN R SOIL / / / #5 R BAR 12"O.C. FLOOR SLAB OR STRUCTURE SLATE OR OTHER ' PROPOSED 1,035 sf - ` q \ O CORNER REINFORCEMENT <a SUITABLE COVER i I HYDROACTION AN400 IA TREATMENT TANK -440 GPD / ,..M. `'� \ \ \� \ \� \ \ \\ \\ \\ \ \� \ a IA PROFILE 1 1 I w/ HEAVY DUTY LOCKING COVERS TO GRADE w/ ""' I NON-TURF BUFFER I a 24" EACH LEG ° ,/ / / / / / I 1 \ , C ° ////////// 1 I 6' MIN. 1 30 ' TW l - �„ l- -�\ -,'o' N f �� / / / ; / / / 4 SANITARY RETAINING WALL \\,/\\ `:u �L../ /�\//\< \\�\\�\\�\\ VERTICAL SCALE:8" = 1'-0" I I 1 -8' QJ 12' DEEP LEACHING POOL / EP ) �� 1U'- \ \ \ \ /\/\/\/\/\/\ $.� i { I 5 / \/\ \ \ \.\ \ \ j \ \ BOT SP STRATUM EL.2.5' w/ 1 - 8' 0 12' DEEP EXPANSION POOL /' / / EXTG. WATER 3 „ - ° ,\ \ \ J GROUNDWATER EL. 2.2' _ --- - , ,< / / / / / / HIGHEST EXPECTED - �b / A MIN. -- \ SCALE: /4 - 1'-0 ° a TYPICAL RETAINING ° w /� \ /\/\ INTERIOR EXTERIOR \ \ \ \ \ 28 / '-'' 26 , LINE N E TO REMAIN �1 .�/ / \ y/\ \ \ \ \ /� �` / // / / ' / / // i II WALL REINFORCING \\�\\�\\ \\�\ \ \\�\\ \\ \\ \\ \ PROPOSED 4' MAX. HEIGHT POURED x �- LP 2- -�� / ROI'�OSED 4'W D x 36' LONG e 50"ELBOW 0°WYE DANIEMPROVED NE i.-i r CONCRETE SANITARY RET. WALL 26 c9 ,\` r / / / ///WOOD STAIRS I i WASTE LINE LONG ISLAND SOUND Pueuc WATER I _ - J 2E? � - - 9- �Tc/ ' ' � S� 206.T+' AVAILABLE /-�'' 1 /li- N -------__ ,q / �/ / / - I I SEPTIC TANK N 51°29'09" E _ _ I 2"VENT W/CHARCOAL FILTER FROM TANK, CONTROL 2`t z �`I` / / / O� 1 _ _ - r \7- + / S CONCRETE RETAINING WALL EXTENSION - r I I PANEL W/GFI OUTLET, HYDROACTION HP80 W 28.0 _ 'L2 �/ / ! / / / �Tq/R j I I EXTENSION FROM FOUNDATION � w 1 ; ; COMPRESSOR TO BE INSTALLED WITHIN AN 8 � ,� _ - - ��-�' X G. 126 sf RAISED s \ <cij - !I CORNER REINFORCING DETAIL - ti i � i I I I ENCLOSURE WITHIN VIEW OF SANITARY SYSTEM. LINE 22 - ; '?`r= �/ 20 �� ECK AND STAIRS TO BE \ \ SCALE: 3/4"=1'-0" CLEANOUT AT FACE OF BUILDING - DETAIL1 0o i TO BUILDING PANEL w/ DEDICATED 120 V AC/20 AMP h+ W 4.01 E O'D AND RE OVED / ) 0 o I I i BREAKER. ALL LINES BELOW GRADE TO BE IN CONDUIT --- --8 _ -- 2C ` � . � O / � o I I - I I TES 1/6 // r CO � _ D h'1 I P 5T 10.1'E I I I 20 O L P r l (L I 20 AMP HYDROACTION TREATMENT UNIT 00o I 1 �' I / / / I 0 / C I ELECTRICAL SERVICE \ DWELLING ELECTRICAL PANEL ____ _ --_----- I �z I I I APPROX. LOCATION OF EXTG c+o � � VV 20I 0� S 1 g BI y,, �! P HOSED 4' MAX 1HEIGH m LINE FROM STREET _E __ _ RECIRCULATION PUMP e I I '- - . / �p� I/ O, -1::] \ POST I f I I ABANDONED AS PER SCDHS _ _ J / I I � VWV I TIM ER LAN SCA\PE RET. WALL I \ \ 1 I / I DA 3 ��/ B� I �'� O I QUICK DISCONNECT 20 AMP MP ---- - -_0 MIXER PUMP \ I ! I / ! I / / / 8 SWITCH W \\ oQ: I I TIMBER LANDSCAPE RET. WALL / +- _2U' - s 6 - V/1 8 .. /, '� W M ° PUM - --- TODIFUSSER (� 1 1 T ' '`/ AIR AIR HOSE PROPOSED 4 MAX. HEIGHT _ VI/ 7 I o I I I �+ ^ +s �� TVI/ , 49 , _ I 1�j 10 AMP \ 4 1 I ' - V (J' �/ 6. 2,/O r r 10 AMP _ 6. D ---------- I I I i I ___ _ - 28�_q" IN \ ��/ T q_(]. _< I I I \ � I v I I I //'_ ____�i;. '<• "_ / // Z DA4 - ✓� - I r 6 1 �___----J L---- -- L1 CONTROJ�., /'� \ � Iv I I I _ - 4 J - -_---- -_ ___1 -/ / / - 1' LG PROPOSED 3,740 sf PERVIOUS PANEL _-- --- )HIGH WATER FLOAT I r \ o �, I I , I , 18 _ - ' �, I / / ZI - / / GRAVEL DRIVEWAY �J �/� �• 1 V � \11 �KJ L G ^^,, - O N D.H. WIRE.: l f/ APPRIOXIMATE LOCATION OF RELOCATED W z \ o I �� . I LAND N/F OF I 1 Ir- 16 _-- 39 - -_ / , / I� / TEMPERATURE RATING OF FIELD INSTALLED I U I 10ANIEL L MALONE� I 11 pIP ? _ . 2 /- - / DA 5 UTILITY POLE AS PER OWNER TO BE CONDUCTORS MUST BE AT LEAST 140 DEG F 60 DEG C o r \ LAND N/F OF I 1 y i ti L - --� P ( ) GROUND O \ � / IMPROVED i \ SHARON LOVE I ' / 84, / / VERIFIED PRIOR TO CONSTRUCTION I I I CONNECTED TO I I 14 �� 2.2,N / I �� / 7 TERMINAL STRIPS AND GROUND LUG LI a) 00 J \ IMPROVED I I I / 3, W/'</ - - 0 O% DASHED LINES REPRESENT FIELD WIRING M I PUBLIC WATER LAND N/F OF I __ i - " ` r ;, 0 g 2 @` USE COPPER CONDUCTORS ONLY. W (O CONNECTED r0 1 -- \ LAND N F OF I MARISA CARDINALE _ �� O� =cam � / J p0. \ YVONNE R GALLAGHER IPUBLIC WATER i I I IMPROVED I 12 - N. WAR - - < ry " ' ! k 7 I EXTERNAL COMPONENTS(COMPRESSOR AND/OR o LAND N/F OF \ IRREVOCABLE TRUST I I - z �- _, �� -- DA 2" ' `• �- CONNECT GROUND LUG IN PANEL TO A p I CONNECTED ro I , �- I PUMPS) PROVIDED BY OTHERS AND MUST BE U.L. 2 _ LORRAINE ANLYAN IMPROVED a7 1 I 1 �! IRREVOCABLE TRUST \\ I I I PUBLIC WATER _----� - _ -_ - �,� �� I SECURE EARTH GROUND O 2 �` -I APPROVED THERMALLY PROTECTED PUMPS IMPROVED s'o3>'i' I 1 I ® �� O---- ���;� J \ 2.8 W 66 00,, I I I _/ PROPOSED �, O SEE WATER-DRAINAGE BRANCH CIRCUIT PROTECTION AND MAIN DISCONECT WIRING DIAGRAM (� `J F_ \ O �qTy � 41 I I -\ DRAINAGE -TYP. „, LINE CROSSING DET IL � 0 I I PROVIDED BY OTHERS AND MUST BE SIZED ACCORDING U) (A --� TO PUMP/MOTOR MANUFACTURING SPECIFICATIONS NTS rn\\ ` 7.4s �__�__ __� I-__-_ U.P. $____ `- EXTG. 2,120sfASPHALT 3 . O PROPOSED1 -STORY � o V! ( ^ \ DRIVEWAY TO BE REMOVED $ i, T \ MON. � 11 , la_ z, -. v l GARAGE- DRY BUILDING !� Z \ M \ w \ o SOUND AVE D�/�T/GR --- , �� tau. F L. 12 5' GFA 440 S.F. P \ n NJq V �� co �R \ 24 LOCKING ' +\ \- II O I v \ 1 ROADWA y nO co G POLYETHYLENE (�, O --- -_- - -- _- �I �� �► _ V COVER TO GRADE v11 Al �. �_-- \ v i I t7 T ---► - 4*41 .. ^-10" \ / ( I I I • z " RECIRCULATION ASSEMBLY \ \ /� � EPLY/� / LAND N/F OF 1 I I / O `-\ 0 245 COMPLETE AN400 1s -----"--- \ \ �` LP I IROXANNE ZIMME�2 \ - I _ / " ,e �` M~ 24"LOCKING POLYETHYLENE -------- \� \ % % � I ~ COVER TO GRADE \ \ r • I : IMPROVED 1 1 6 I-� PROPOSED PROJECT-LIMITING /J \ CONNECTED TO I I I -. FENCE -APPROX. AREA OF 4 1 7 I' \ � I LAND N/F OF `sI \ It o7,I I � IPUBLIC WATER bATRICIA OSHAN I 4 --- -_ DISTURBANCE = 17,550 sf \ - o \ o,i I A i IMPROVED I I \ � "�"" \ 1 ,,�''' g j CONNECTED TO! 1 P ( ° I j__, F _ LAND N F OF ��. ,/ v I I ,�._ � .. �- PUBLIC WATER I / � ��� , i' I s" � CONTROL PANEL AND AIR PUMP v I I _.% - ROGER OXEE I I zo'WIDE RN.. OF WAY I I e RECIRCULATION ASSEMBLY \\ \ _ '10 60 91p0" E 1 '/_i''�' -1-1 8828 PG. 75 1 IMPROVED I "' \ m s9 245 COMPLETE AN400 IN POLYETHYLENE ENCLOSURE \ \ N 3S� ,--,�/ i .-- ' I PUBLIC WATER .I APPROXIMATELY ` a� „ #,N AVAILABLE �1> ELEV. 17.5 ON PRECAST CONCRETE PAD \\ LOCATION OF WELL A10_. % ' 1 I DR BROWN HYDROAk;TION TREATMENT TANK AN400- PLAN VIEW "w LOAM 0 L EC050-30-L-80-PLC HP80 COMPRESSOR ,�'�� I I I I I - °n; ;o \\` \ PLC CONTROL 11", \ ,/' w 1 I LAND N/F OF __- ,_ ,_____.�.�.__e.�,__.... _..__.,____° � 0.5 NTS A� \ ,'�" IEW AVE / , I DlR7/I�''I ROgOW I 1 MARYANN HERRI -�-----�-- 'A� '�� \ BROWN \ / EKE V /' v Ar 1 IMPROVED I 1 1 �' ' I I % FASTENER i'8-16 x 3 "AT HHCS (-P SILTY SAND 9"x 9'x 7'DIRECT BURIAL \ -/-- /- O O\ I PUBLIC WATER 1 l '" \I PROVIDE POLYLw/SS NUT&WASHER /\\\\ f O C \ JUNCTION BOX FOCUS DBS-97-JB i /' = AVAILABLE LAND N/F OF O OR APPROVED EQUAL \//, �-' LAND N/F OF C - I I LAN N/FSEC OF I 'k S , WEST 24"FLAT COVERS&SAFETY GRATING PROVIDE POLYLOK 3008- \\%\%/ \I RONALD ROTHMAN c I I I 1 % ` :. 8 0 \////\//�\// /\ //\ I �' MON. I I TRUST O � 4 PVC PIPE(SDR35 WEST 24"FLAT COVERS&SAFETY GRATING 2, \ \\\/ IMPROVED I I I / ( PALE I \/\/\// "_,. IMPROVED , l EXISTING \\\/ O ` W CORE DRILL TANK AND INSTALL AIR HOSE AND . gip_ I I PUBLIC WATER I _ BROWN WATERTIGHT SEALED FLEXIBLE GROUND ELECTRICAL SUPPLY °'°� 1 i 1 AVAILABLE 1 O// R FINE JOINT APPROVED BY THE TO TREATMENT UNIT 0� ` " LAND N F OF FRF . SAND MANUFACTURER TYP\ o% � I / Syw 1 �; SP , -4 I I. IJOHN LEATHER, 1 .qT 15 i OUTLET DRAWN BY: EO 9� I VACANT I 1 ' `�y� ER � �� BROWN o CONTROL PANEL/ ,0 4" ?G ` - �-- I D T�q : . . I CLAYEY HIGHEST EXPECT. i -4"PVC DR35 TEE w/SOLIDS DEFLECTOR DATE: 02/16/22 ��, (` 4' STRAIGHT TEE(SDR35 , COMPRESSOR PUMP �O� ��}� J \. I '..r.,�Cs'n.� �� V�>- O (JO "'' \ SAND SC ' 4 PVC PIPE(SDR35 CJ1 15.3 WATER EL 2.2 SCALE: AS NOTED GTov 1 s '� SITE PLAN � ,,, FF aNS�F� eY�ND,gRY -I& � WATER IN'�, do �� _ _ MON -y 6 G T � ' �_L _ 76 qNT 4S �O S 54°33�00" W SCALE = 1 .20 2 ��� BROWN PRETREATMENTTANK-' AN 00 AT w/PLATFORM COMPLETE SHEET \ 80.0U' 2� 'k CLAYEY 2ND AVE '11k\ `- SAND / 111111`11 LAND N/F OF \ , , , , / SC 1 9, COUPLING-4"SCH 35 PVC SX KATHLEEN CHAMBERLAIN ' 2O O 2O 4O ----- � WATER IN ---- - s'a 7, 3"THICK BED OF COMPACTED VACANT , PALE ADHESIVE CARTRIDGE w/ SAND.MAXIMUM TOLERANCE �� LAND N/F OF • �, \ BROWN 1"#10 SELF TAPPING SCREW(PPH ZINC) OF ±� E. ALLEN KRAUS �� I ".���/ \`� FINE / IMPROVED I-L ` SAND SP /� // PUBLIC WATER ALL SITE DATA SUPPLIED BY KENNETH M WOYCHUCK SUBJECT TO COVENANTS, EASEMENTS, AGREEMENTS1. \\ 27' AVAILABLE AND RESTRICTIONS OF RECORD, IF ANY. 11, O 1 ,� LAND SURVEYING, PLLc HYDROACTION TREATMENT TANK AN400- SECTION ' AQUEBOGUE, NY 11.15.20 S54 3300 W J / �/ APPROXIMATELY NAVD 1988 DATUM FEMA MAP#36103COl61 H TEST HOLE NTS STANDARD HYDRAULIC LOAD 440 GPD Li VICINITYMAP ' LOCATION OF WELL SCTM#1000-068.00-03.00-011.001 WEIGHT OF EMPTY TANK 930 LBS COASTAL EROSION HAZARD AREA MAP SHEET 7 OF 49 _ I NO SCALE 80 . 00, DRAWN BY A.DWS LOT AREA 110,288 SF/ 2.51 ACRES PHOTO No. 57-559-83 ° o •, AN400 245 NITROGEN REDUCTION SYSTEM TEST HOLE PERFORMED BY • • DATE Rev_ PART# OF 1 SHEETS SCALE= .6O / / LAND N/F OF ��, McDONALD GEOSCIENCE STACHL ULRIKE K / IMPROVED MARCH 8, 2021 nydrm CtlOil• 05/31/17 0 HA-180053 g !o the ground up DRAINAGE ANALYSIS: 100 SALT MARSH LANE EXISTING LOT COVERAGE 1010 m DRAINAGE CALCULATIONS ' GRADE VARIES LINEAR FEET REQUIRED 206 . 74 110,288 SF Total Lot AreaDepth of1O9 11 � 4 Freshwater Wetland Area 4972 SF �RAINAGE LINE RUNOFF ADJUSTED EVENT LEACH. Diam Drywell # Total LF J U� DRAINAGE AREA AREA(SF) 8' 0/42.2 10' 0/68.42 GALLEY Drywells N 51029MHW LINE 4-� - ,;, - -- �""' Y Area Seaward of Coastal Erosion Haz. Bound. 19 �, 56,240 SF v •COMPACTED GRANULAR INFILL tA COEFF. SQ FT 2/12 (CF) Used Sections PROVIDED _ ---- ------'-" �' 32(CF)/FT Used (EA) Buildable Land 49,076 SF = BETWEEN PIPES ro c (LF) __._ r-•WATER AND DRAINAGE LINE JOINTS v E DA 1 = House Roof 1050 1 1050 175.0 5 3 6 r � z >10' FROM CROSSING a E 8 4 2 8 V1 - Z +Outdoor Shower 5 showers/day 13.4 1 1 1 DESCRIPTION •USE HDPE CORRUGATED DRAINF. T� QWT DA 2=Garage Roof 400 1 400 66.7 2 1 3 8f 3 1 3 (� _■ o PIPING ,,.I�► Dwelling 1045 SF 2.13/° DA 3 = Parking-Gravel 870 1 870 145.0 4 3 5 8' 6 1 6 v I Waterside Deck u DA 4=Garage Parking- �� 172 SF 0.35% 0 Gravel 1620 1 1620 270.0 7 4 9 8' 6 2 12 "L v I / 0 Landward Raised Deck 120 SF 0.24% WATER LINE m i,,.N c� ZONE VE(EL 16) N 33.5 SF ° WATER LINE/ DRAINAGE LINE CROSSING DA 5= Driveway-Gravel 500 1 500 83.3 2 2 3 10' 2 1 2 O ^ o .+� Shed 0.07 /o Leach O ' V �� _ Total 1370.5 SF 2,79% SCHEMATIC - NOT TO SCALE DA 6 = Driveway-Gravel 380 1 380 63.3 2 1 2 Galley 1 2 2 -_ 1 _ �■.� �Q caP 00000 O ONE BOUNpA 6 �_ PROPOSED LOT COVERAGE 0 > LONG ISLAND PRECAST O �,,. ••"' " FIRM Z ZONE VE EL 14 _-- FROM 0 4" CORRUGATED 4" CORRUGATED POLYETHYLENE CONCRETE TRENCH DRAIN OR �,. ►�"' ( \___ Total Lot Area 110,288 SF TREATMENT UNIT W Y _ 49,076 SF POLYETHYLENE PIPING PIPING (TYP. •• _ ,- = - _ - ---- - - Buildable Land �,,,a0 x Q EQUAL w/ GREY IRON GRATE - MID-LEVEL H-20 TRAFFIC BEARING RATED ____---- OF DUNE _ - ❑ WOOD �' W 00 CROSS-CONNECTION CLEANOUT COVER-\ C� TOE J�" ENDCAP TYPE m P ST 10. 1 'E LEVELING DEVICES °p O W Q -- _ OF - DESCRIPTION BETWEEN GALLEYS (TYP.) GRADE 6.7' __ -- 6 -- LIMIT PLAN VIEW �'tiT H co __ Dwelling ° 100 Salt Marsh Ln, Q � \ \ \ \ 9 1045SF 2.13/0 47777 \\�� ❑�W�0 D� -� Q� Peconic,NY 11958 Reconstructed Waterside D eck w i th Pe rgo I a 172 SF 0.35% GRADE 28,a ;.' a m TOP LEACH GALLEY POST \\\�\\�\ o / / / //\ 8 \ O Landward Raised Deck to be Removed 0.24 /° ,/\/ / /� /i/i /i/i E L. 5.7 -- (-120 S F) - \ \ \\ \ W p \ 33.5 SF i\/\ CAPACITY: \/\/ Q I Shed 0.07% \\ \ � I SLOPE BOT LEACH GALLEY - \ !\\//\\ 30GALLONS //\\/\ J - - „ Proposed Garage ° '\//r\ /i//i\ 4 Mom.) U) 1/8 /FT. \ \ \ \\ \ p g 440 SF 0.90 /o /\ \ . I E L. 4.2 / ,\//\ \//\, o 3'-0" MIN. '-6" ? T-0" MIN:- IIMPERVIOUS IMPERVIOUS' --�� Total 1570.5 SF 3.21% ;\\\\\ \\\� S` I FROM \\//\\ // // Q N GROUNDWATER EL. 2.2 TABLE BY MERYL KRAMER ARCHITECT) TREATMENT UNIT TODRAINFIEL ° SOIL SOIL -_ ( ) \/ BOX BOTTOM 24.0' \\ �\ INLET I.E.24.6' UTLET I.E.24.4' BACKFILL MATERIAL TO BE CLEAN WRAP ENTIRE GALLEY W/ FINISHED GRADE \SETONAI2"BED SAND AND GRAVEL (TYP.) 6 OZ. NON-WOVEN GEOTEXTILE FABRIC O SECTION OF SAND OR PEA GRAVEL `I %\\%\\%\\%\\%\\\/\\\/\\/\\/\\/\\/\\/� PLASTIC DISTRIBUTION BOX DETAIL \//\\//\\//\\/\\/\\//\\/\\/\\//\\/\\//\\/ 6 x 6 P.T. TIMBER TIE POLYLOK 3017-206-6 OR EQUAL 1 I LEACHING GALLEY U-, J � /�\/��/�\/�\/�\/�\/�\/�\/�\/�\/�\/� BACK @ 8'-0" SPACING w/HEAVY DUTY LOCKING COVER TO GRADE cYj ---------- 2' OFFSET AT EACH SCHEMATIC NO SCALE C0 - I \ ^ 1 LAYER- (TYP.) KEY MAP � 1 V o � � � N N Lu N N O ` o ` N co N ~ M LU *ENGINEERS CERTIFICATION IS REQUIRED FOR O •( _0" APPLICABLE I/A-OwTS SYSTEM GENERAL SPECIFICATIONS: r- � i v I 1. THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 ARTICLE VII (SEPTIC 4 LEADER CONNECTION ALL IAOWTS INSTALLATIONS. THE DESIGN ` 6 � 6 x 6 P.T. TIMBER TIE BACK 41nLENGTH INDUSTRY BUSINESSES)AND ENDORSEMENT J (INNOVATIVE AND ALTERNATIVE TREATMENT SYSTEM INSTALLER)THROUGH CLEANOUT COVE Z AT BUILDING ENGINEER MUST BE CONTACTED WHEN THE ��� �• RETAINING WALL THE SUFFOLK COUNTY DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK COUNTY CODE BELOW GRADE BOARD OF HEALTH/ WASTE WATER \ �� ¶563-79(II)(J). THE DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS MAINTAINS A LIST OF LICENSED I/A OWTS slow NATURAL GRADE 40 d NAILS @ 12" O.C. MAINTENANCE PROVIDERS. GRADE EL. 10.0' MANAGEMENT INSPECTOR IS CONTACTED FOR STAGGERED BETWEEN 2.ALL I/A OwTS MUST BE REGISTERED WITH THE DEPARTMENT IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY /\\/\\/\\/\\/\\/\/\\/\\i\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\/\\/\\/\\/\\/\\/\\/\\//i./i/i./i./i.�i./,/i./i./i./i/i./i./i/,✓i./i./i./i�i./i, /n/i,/i,/i✓i✓i/i, ,/i✓i/i,/i./i/i,/i./i/i /i/i,/i i.i ZONE VE(EL 1 4) ► �///�///�///�///�///�///�///�///�///�/// O O COMPLETED CONSTRUCTION ON AS BUILT PLANS. TOP DRY WELL FIELD COMPONENTS MUST BE VISIBLE. � '� i �_ 3.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER EL. 8.5 i SLOPE 8 \ r ---_/ I MUST BE SUBMITTED TO THE DEPARTMENT PRIOR TO THE APPROVAL OF THE I/A OWTS REGISTRATION BY THE DEPARTMENT TWO TIES BELOW IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. ♦^ 11 4/FT. i * A MAINTENANCE CONTRACT & CONTINUOUS Y /� U) / l UNDAR�,,,. GRADE (TYP.) MAINTENANCE IS REQUIRED FOR THE PROPER < ZONE BO - 4.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY AND OPERATION/MAINTENANCE SERVICE FIR �'• CONTRACT. U W �� FUNCTIONING OF ALL I/A TREATMENT TANKS ----; �"' ----- g -- - BOT DRY WELL IIMPERVIO S IMPERVIOUSI `/ MODERATE 5. INSTALLATION AND USE OF THE I/A OWTS MUST CONFORM TO THE DEPARTMENT'S APPROVED I/A OWTS GUIDANCE Q�SOIL L SOIL I __./ LIMIT OF ION TIMBER RETAINING WALL DOCUMENT PREPARED IN ACCORDANCE WITH THE STANDARDS FOR"APPROVAL AND MANAGEMENT OF INNOVATIVE AND O EL. 5.0 ALL DRAINAGE SRUCTURES MINIMUM 10 FROM ---_ wavE ACT / II- " ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEMS."THESE STANDARDS COVER VENTING AS FOLLOWS: >" �3'4' MIN 8' 0 DRYWELL 3'-0" MIN. ZONE AE(EL 9) SCALE: 3/4 -1 -0 •- _____ __ ___ BOUNDARY / 'WHEN AN I/A OWTS REQUIRES A VENT, THE UNIT SHALL BE VENTED TO THE ROOF OF THE RESIDENCE BEING SERVED. VENT � \ I _ I ANY SANITARY COMPONENT AND WATER LINES ------- - -� ■�' '�"'(�� `` PIPES SHALL EXTEND A MINIMUM OF 6"ABOVE THE ROOF LINE AND THE TOP OF THE VENT SHALL HAVE A MINIMUM _ }� I o z i ' 10 _ _ ___---- - HORIZONTAL SEPARATION OF 12"TO THE SLOPED PORTION OF THE ROOF. IN CASES WHERE IT IS NOT PRACTICAL TO VENT cN THE SYSTEM TO THE RESIDENCE ROOF A VENT PIPE MAY BE PIPED TO THE EXTERIOR SIDE OF THE RESIDENCE AND C GROUNDWATERIEL. 2.2' I ALL CATCH BASINS MINIMUM 10 FROM ANY ^� -- _ _ ��� _ I ` RAILING BY OTHERS ►I TERMINATES A MINIMUM OF 18"ABOVE GRADE. THESE VENT PIPES SHALL BE LOCATED A MINIMUM OF T FROM ANY WINDOW W O U) SANITARY COMPONENT / 5 FROM WATER LINES .�. �IRRM ZONE BOUNDARY 1S( 12 - - -- �V N�-10" MIN. OR DOORWAY AND MUST TERMINATE WITH A CARBON FILTER DEVICE.ALL VENT PIPES MUST HAVE MINIMUM DIAMETER OF 2". < > BACKFILL MATERIAL TO BE CLEAN WRAP ENTIRE DRAINAGE \ "" •... \ I . 6. GARBAGE GRINDERS SHALL NOT BE PERMITTED WHEN AN I/A OWTS IS UTILIZED AS A MEANS OF SEWAGE DISPOSAL. IN r , \ CIO SAND AND GRAVEL (TYP.) RING w/ 6 OZ. NON-WOVEN APPROX. 480 cy OF CLEAN SAND FILL TO BE r� \ ~ �_ �� 1,` .� FINISHED GRADE 0 ° ADDITION, WATER SOFTENERS SHALL NOT DISCHARGE INTO AN UA OWTS. V M GEOTEXTILE FABRIC TRUCKED IN FROM APPROVED UPLAND \\ ` �� \\\\\\\\\\\\\\\\\\\\ 7.A CONTROL PANEL BOX MUST BE PLACED OUTSIDE NEAR AND WITHIN VIEW OF EACH STRUCTURE THAT IT SERVES. THIS MUST PROVIDE A WARNING SYSTEM WHICH WILL ACTIVATE AUDIBLE AND VISIBLE\\ SI LE ALARMS THAT CAN BE READILY SEEN AND SOURCE TO ACHIEVE PROPOSED GRADES_ //\ HEARD BY THE OCCUPANTS OF THE BUILDING SERVED. THE DEPARTMENT RECOMMENDS A TELEMETRY DEVICE BE ♦�/� DOWNSPOUT DRY WELL \~-_ TQ£ \\ ` �I�FILCTO B� CC�AI \ \\ ° INSTALLED TO TRANSMIT IMMEDIATE REMOTE ALARM NOTIFICATION TO THE O&M PROVIDER NAMED IN THE O&M AGREEMENT. ry V♦ O 36 _ �F ZONE X EX S ING 210 sf SLATE \' A N GRAVE \ }0 EXTG. COUNTOU R -- -- - - _ e�U,r PATI TO BE REMOVED 2.,B W ` \ N \ A GFI OUTLET MUST ALSO BE PROVIDED NEAR THE CONTROL PANEL TO PROVIDE POWER FOR MAINTENANCE AND TESTING \ F \ F�T /\�'/ �� CL EQUIPMENT. USE A DEDICATED 120 VOLT AC, 20 AMP, SINGLE-PHASE CIRCUIT BREAKER IN THE MAIN ELECTRICAL PANEL FOR NOT TO SCALE �\ \ G \�\�\�\�\�\�\� #5 REBAR @ 12" C. SERVICE T THE HYDRO O PROP. COUNTOUR 3G ` ` _ CO� \\\\\\\\\\\\\\\\\\\\\\\\/ c C O DROACTIONCONTROLCENTER. 0 \ _�� �` �� \�\�\�\�z" CLR. TYP. a 8. THE PLC CONTROL PANEL WITH COMPRESSOR PUMP REQUIRED FOR THIS INSTALLATION SHALL r , Q 0 SAL BE INSTALLED ON A V AN 400 SERIES HYRDO ACTION TREATMENT TANK AREA SLOPING EQUAL OR GREATER Tf-IAI-2 \ T�� / �, �'���a _ \\\\\\\\\ oo E \\\\\\/\\\\\ ° (rj CONCRETE BASE WITHIN VIEW OF THE PRETREATMENT TANK. ENSURE ADEQUATE VENTILATION,AND PROTECT AGAINST ■ 1ST FLR. 2 REINFORCED THERMOPLASTIC ACCESS COVERS TO GRADE, RISING GREATER THAN 20�. - _ -- \- 1 - SHED T'y / \ \ \/ SUNLIGHT. UNIT MUST BE HARD-WIRED TO A DEDICATED 20 AMP BREAKER IN THE CONTROL PANEL ALL UNDERGROUND BOLTED TO PREVENT UNAUTHORIZED ACCESS. _ �, / �- \ \ \ WATERPROOF ALL\ #5 REBAR 12 O.C. FFE 34.4' ' �, �, \ / @ WIRING TO BE INSIDE CONDUIT. IF COVER WEIGHS LESS THAN 60 LBS.A SECONDARY SAFETY LID OR _ TOF' --- • fir,; SURFACES BELOW GRADE \ �X4*HYDRO ACTION CONTROL PANEL, DEVICE SHALL BE INSTALLED PROPOSED 1,035 sq �\ \ Qq/V/f \ \7 \\\\\\\\\\\\\ 9. INSTALL I/A OWTS TANKS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. ALL APPLICABLE RECOMMENDATIONS VENT W/CARBON FILTER& NON-TURF BUFFER \�_ 'Top � ��, \ \�\�\x\x\x\x\� PROVIDED BY THE MANUFACTURER SHALL BE IMPLEMENTED. THERMOPLASTIC RISER COVERS WEIGHING LESS THAN 60 LBS. C!J PLC CONTROL HP80 COMPRESSOR ,� \ \\\\\\\\\\\\ ° SHALL HAVE A SECONDARY COVER OR SUPPORT DEVICE INSTALLED BENEATH THEM W/IN ENCLOSURE LOCATED W/IN 2'OJ PLASTIC 1 -8'fT�12'DEEP LEACHING POOL 3 p.. �, \ > \ \\ \\ \\ \\ \\ \\ \\ VIEW OF SEPTIC TANK DISTRIBUTION BOX w/1 -8'0 12' DEEP EXPANSION POOL COASTAL EROSION VC R ct' �30 Q \\\\\\\\ \\ \\ \\\\\\ HAZARD BOUND Y\ \ "� 8 26 ,24 2 ?o t`Cp 1 0'S #5 REBAR @ 12"O.C. GRADE 10. THIS I/A OWTS, HAVING BEEN APPROVED BY SUFFOLK COUNTY FOR PROVISIONAL USE, IS REQUIRED TO BE SAMPLED BASEMENT GRADE t 28.0' GRADE t 28.0' "� Q�. h� \ \? 1 �'3 W I \/\�12" HOOK- 30" SPLICE °a \ \ \ \ WITH THE FREQUENCY REQUIRED BY ARTICLE 19 FOR PROVISIONAL 1 OR 2 USE. DURING THIS PERIOD THE MEAN ROLLING �N jj O l Y '� ��"\ �$ \\ \ _ \ \\\\\ \ \\\\\\\\\\\\/ AVERAGE OF TOTAL NITROGEN IN THE EFFLUENT MUST BE=OR< 19 MG/L. =±5 E�4.4' r ----------f-----j--� 1 TOP DOME EL.26.2' / Q �. EXISTING 1 -STORY 3-BR DWELLING w/BASEMENT i _ \DECK TO BE REMOVED AND REPLACED \/\/\/ / +161 t� 3 3" CLR ALL \\\\\\\\ ' a \\\\\\\\\\\\\\ 11. DETAILED INSTALLATION, OPERATION,AND MAINTENANCE REQUIREMENTS ARE TO BE FOUND IN ARTICLE 19 STANDARDS !----------------------- I TOP LEACH POOL j EXISTINNG 172 sf PREVIOUSLY ROOFED-OVER LE. 25.2' IN. '/FT SLOPE �SLOMIN. gt"/FT IN. I j EL. 24.T TO REMAIN w/ INTERIOR RENOVATIONS \ w/ 172 sf DECK(w/ PERGOLA ABOVE)AND STEPS �/ AROUND \ \ \ \ \ \ \ \ -�E iv LE. 24.8' . VFT MI FOR I/A OWTS SYSTEMS (12.29.17) SECTION 19-107. DETAILED REGISTRATION REQUIREMENTS MAY BE FOUND IN THE SAME OF NE iv T Y SLOE LEACHING EXPANSION " ' 14, w \ ` \ / \' \ \ \ \ \ 10 \ \ \ DOCUMENT, SECTION 19-106. �P BACKFILL WITH CLEAN TOTAL(3) BEDROOMS '' / - 4 N m 22.1 \ �/ I i O \ \ \ \ . \ \ \ RADE AT FACE I.E.24.6' POOL POOL I \ \ \ \ t� i / / / / // // / / - L• ' LE. ' SAND AND GRAVEL FIRST FLR.: F.F.E. 38.4' GFA 1263.7 S.F. /� 8 \ xf \ ` \ ( OF BUILDING BASEMENT: F.F.E. 28.6' GFA 1263.7 S.F. -I'g. _ r� F \ \ PF�OPdSED 4 x'8 UUTDOO i C7 I / `/ `� //\�/ /\\/ g �7 l UNSUITABLE SOILS SHALL BE REMOVED AND REPLACED w/ � 21.9' PO \ SHOWER ENCLOSURE OVER / / \�\\�\\� \ \�\\�\\�\ a° 5 RE�AF2 12 d.C. 31, CLEAN SAND DEFINED AS SP OR SW BY ASTM STANDARDS FOR ' ' 32 STY FR ERVIOUS GRAVEL BED (PIPED BACKFILL COLLAR I I A 3'COLLAR AROUND THE LEACHING GALLEY STRUCTURE w/A CLEAN OUT AT THE FACE OF THE M. DWELLING °. / FF UNG TO PROPOSED DRYWELL) O �\ �\ Q i TYP. I l MINIMUM OF 6'STRATUM OF ACCEPTABLE MATERIAL BELOW BUILDING - SEE DETAIL 1 ON S-1 �38.0 2 w \ \ \ a _ ,\ a a n ° / r LEACHING STRUCTURES ' / 18- u� GF28.6 n �I 1 \ �� rl p // �" \\VA\VA\ a, o O V o a PROPOSED LANDSCAPE RET. WALL C� M \\\\\ a° a \ a a s Fp 057614 .a -_________________________� j BOT LEACH POOL ,' _ 3? NEW 1000 GAL. / i / / I \\\\\\\\\ a % o ° d �Q ° 4 ACE OF BUILDING ALL PIPE TO BE MINIMUM 4"0 I ------ I EL. 11.T T• W_ 1 N ROUND LPG /�� ` \ \ \ p is SCHEDULE 40/SDR 35 SEWER PIPE I I T.O. SP STRATUM EL.9.5' (} DA 1 / / MIN.16"X 16"X 4"DEEP essl© �'---------- ---- ----'------'4 SANITARY SYSTEM: ' / + p UNDERGROUND \ \\/\\\\\\ /\\ \ \ \ \ \ \ \\\ d VENT STACK <d ,. COMPACTED EMBEDMENT ' BW 28.0 _ 1 I �OO�IIN TO B� "��� \ \\\ \\/\��/\\/\ n STOPPER OR END PLUG PROPOSED IA-OWTS (4 BEDROOM SYSTEM): + C� - -- 30' I // 1� UNDISTUR{� D GRA �J R SOIL /� /� #5 REBAF� 12'IO.C. #5 REBAR @ 12 O.C. / / 5 ' _ , - `( ` q \ \ \ \ FLOOR SLAB OR STRUCTURE ,' SLATE OR OTHER IA PROFILE HYDROACTION AN400 IA TREATMENT TANK -440 GPD 1g PROPOSED 1,035 sf / \ \ \ \ \ \ \ \ \ \ \ o CORNER REINFORCEMENT SUITABLE COVER �`- ° .d j 6' IN. w/HEAVY DUTY LOCKING COVERS TO GRADE w/ 30 / - r- _ ;O! N:- i NON-TURF BUFFER a° 24" EACH LEG VERTICAL SCALE:�" = 1, 0" 1 1 - 8'0 12' DEEP LEACHING POOL m ��` '� / ' 8 4 SAN I TARY RETAINING WALL Q EPIC, $ BOT SP STRATUM EL.2.5' w/ 1 -8 0 12 DEEP EXPANSION POOL / $ / -- - ' ' J ° ---- --- GROUNDWATER EL.2.2' 'I"S! _, /� ' / / i i / , SCALE: 3/" = 1'-0" a HIGHEST EXPECTED 10' / / / ' ' / \ 4 a TYPICAL RETAINING INTERIOR a 28 2 26„ ' / / o WALL REINFORCING / //'/ i �� � � '\ � �" ' EXTG. WATER � I ° ' \\�\\�\\� \\ \ \ PROPOSED 4' MAX. HEIGHT POURED \ ,- LP / i LINE TO REMAIN o 3°•ELBOW °°w E DANIEL L MALONE i- CONCRETE SANITARY RET. WALL 26 c9 4 .4 ISLAND SOUND IMPROVED 'I �� �i � / +4 / � / / i / ,� / / I � WASTE LINE LONG ISLA PUBLIC WATER / 1 - ----_ _Q- _ .vJ O ' ' S� ° n 206.74' AVAILABLE / I r�A� - ---__ _ - - \ �Oi/ / ' II ° N 51 29 09 E _ _ I 2 VENT W/CHARCOAL FILTER FROM TANK, CONTROL 2 \ / i , / S I TVA/ / �., CONCRETE RETAINING WALL A A MINIMUM 2'CAST IRON SEPTIC TANK -- i I PANEL W/GFI OUTLET, HYDROACTION HP80 ZS,Q `L`Z <c/ / / ( /�,^ EXTENSION FROM FOUNDATION COMPRESSOR TO BE INSTALLED WITHIN AN _ _ - - �� X G. 126 sf RAISED \ 40 CORNER REINFORCING DETAIL 22 _ '_ � ;� - _ ENCLOSURE WITHIN VIEW OF SANITARY SYSTEM. LINE ECK AND STAIRS TO BE \ �I TO BUILDING PANEL w/DEDICATED 120 V AC/20 AMP T�/ 4 1 E O'D AND REMOVED I \ SCALE: 3/4"=1'-0" CLEANOUT AT FACE OF BUILDING - DETAIL1 + Q Vo I o I 1 i i BREAKER.ALL LINES BELOW GRADE TO BE IN CONDUIT - -TE _ 2C I 20 Se.�r .� �� I QCb Io wooD I I OL 1' �O r �� 1 j �` / / f O DWELLING ELECTRICAL PANEL 20 AMP HYDROACTION TREATMENT UNIT P�r io.rE I 1 I APPROX. LOCATION OF EXTG / Vl/ m ELECTRICAL SERVICE ------- II / /� Q I I - --1 - - -6,, , TIM ER LQN4 SCAPHEIG r LINE FROM STREET 20AMP RP1 --- -- --{ RECIRCULATION PUMP I I I I SANITARY SYSTEM TO BE % - M \ �D -E -E -E - E -E �/ POST O I E RE . WALL E ABANDONED AS PER SCDHS _ DA 3 �I\ JRy ,- �j QUICK DISCONNECT 20 AMP ---- - --0 MIXER PUMP PROPOSED MAX. HEIGHT TVV� 7 + SWITCH AIR - -- AIR HOSE QP I I �� c'6 � �� ��� \ -J W.M. PUM TODIFUSSER U I I TIMBER LANDSCAPE RET.WALL J 10AMP DA 4 / I'I TT 10 AMP \� �1 I / / 20AMP - ---J L----- -- L1 TO W I CONTRO� --- HIGH WATER FLOAT O Iv I I I 1$ i"tea IIT /'_ / , PANEL 5 --- V 1 �� '�� / PRO OSED 3,2 3 sf PERVIOUS ���JJJ U. GRA EL DRIVE AY Z ` I I LAND N/F OF 1 I 16 - I_ O H.. WIRES ,- �" DA 5 �/ - r / i �� ,--- -3-S39 1 n,/ / TEMPERATURE RATING OF FIELD INSTALLED �_ ry U 7 \ LAND N/F OF I I DANIEL L MALONEj / \ ��. - _-__- �� - __ - 2 / �/ y, C G CONDUCTORS MUST BE AT LEAST 140 DEG F (60 DEG C) GROUND 0 I SHARON LOVE ' IMPROVED I i IMPROVED I I I CONNECTED TO I 14 \� 3.0,WTN �� / / ��A' 2�Q O j (p = TERMINAL STRIPS AND GROUND LUG N \ CONNECTED TO I I PUBLIC WATER LAND N/F OF 1 _ - - 8� / L G USE COPPER CONDUCTORS ONLY. DASHED LINES REPRESENT FIELD WIRING D- 00 00 LAND N/F OF I MARISA CARDINALE PUBLIC WATER � c I YVONNE R GALLAGHER I I ( IMPROVED I 1 2 1, k, 7 E J LAND N/F OF IRREVOCABLE TRUST W I 1 I I CONNECTED TO 1 �'r 1 / \ Q -I- O� PUMPS)S) PROVIDED DED BY OTHERS AND MUST BE U.L. 0 LORRAINE ANLYAN \ 1 �_ 2CONNECT GROUND LUG IN PANEL TO A p IMPROVED 1 I ---- ' / _ -------- 0-----' ` 20 D _ i SECURE EARTH GROUND IRREVOCABLE TRUST � 1/v I PUBLIC WATER 0 / APPROVED THERMALLY PROTECTED PUMPS fa IMPROVED s.s'w s6°��'O 1 I ® �� /� J / A 2 OJ� Z O W \ O oopgr ` 6� "I ' , - PROPOSED DRAINAGE-TYP. EE WATER-D INAGE PROVIDEDBRANCH OTHERSRCUIT ANDBE SIZEDON AND MAIN IACOCORD ACCORDING NECTWIRING DIAGRAM (� v ti aP� 1 LIN CROSSING DE IL (n 7.4'5 - TO PUMP/MOTOR MANUFACTURING SPECIFICATIONS I�__L__-__-__-__I-__- U.P. ____-Cam'- EXTG. 2,120 sf ASPHALT / PROPOSED 1 - STORY NTS Z3 C) rn MON. N $ DRIVEWAY TO BE REMOVED `� -� w 0 \ C) w ' , 1b:3' � GARAGE- DRY BUILDING �� z \ T- � �-- - - �,_ � �O� � ,; �\�� .F L�12,�GF440 S.F. P I \ o SOUND AVE DIRT - -- - ----- N � ,�,,,,_ AD�'✓�-I�' -�_ � A� `�'0 24"LOCKING POLYETHYLENE OP I o V COVER TO GRADE �oP r----- - ---- -- _ \ ' RECIRCULATION ASSEMBLY _ � < � EP / / LAND N/F OF I / O \ 245 COMPLETE AN400 e �- - \ LP I ROXANNE ZIMME I I 24"LOCKING POLYETHYLENE ? / ' ~ COVER TO GRADE osr I I IMPROVED I 1 _ � � PROPOSED PROJECT-LIMITING � � ,� � / 163, q / �TOA A (CONNECTED TO i LAND N/F OF I I + FENCE -APPROX. AREA OF \, �� k 22 TaLE�I i Rpp 4/ PUBLIC WATER �PATRICIA OSHANI I 4 -- -- DISTURBANCE= 17,550 sf U I IMPROVED 1 1 \ CONNECTED TO 0" 1 PUBLIC WATERI LAND N/F OF I I -' I ROGER OXEE 60 N E r'' 20'WIDE M111 OF WAM� 1 1 I CONTROL PANEL AND AIR PUMP \ �0• ° 9'�� , -i-- uBEk BB28 PG. 76 1 1 IMPROVED 1 �.\ M Sd, RECIRCULATION ASSEMBLY IN POLYETHYLENE ENCLOSURE \ N 3$3 -_ ,� i I I I PUBLIC WATER I 245 COMPLETE AN400 1 0 � AVAILABLE \`� ELEV. 17.5 ON PRECAST CONCRETE PAD APPROXIMATELY A I I I DR BROWN LOCATION OF WELL ' Z 9 �� '= I i LOAM HYDROACTION TREATMENT TANK AN400- PLAN VIEW ' EC050-30-L-80-PLC PLC CONTROL / I LAND N/F OF ___L-__ __- �m C� 0.5 NTS HP80 COMPRESSOR --- OIRT�ORq � I 1 MARYANN HERRI�K I - �(/ �I ROgpWgy I IMPROVED 1 I �' UJ BROWN w/SS NUT 'WASHER O 01 I PUBLIC WATER I I I �� p� SILTY SAND FASTENER 3/8-16 x 3 "AT HHCS 9"x 9"x 7"DIRECT BURIAL JUNCTION BOX FOCUS DBS-97-JB AVAILABLE LAND N/F OF I �O PROVIDE POLYLOK 3008- OR APPROVED EQUAL LAND N/F OF I I I 1 S M WEST 24"FLAT COVERS&SAFETY GRATING 1 FAZIO SECURITY I` ` 8 Q PROVIDEPOLYLOK3008- - RONALD ROTHMAN I I 1 I 1 O \\\\ PALE 4"PVC PIPE(SDR35 WEST 24"FLAT COVERS&SAFETY GRATING IMPROVED M0N' I I TRUST r t I AIR HOSE AND IMPROVED EXISTING \\/\\/ 1 PUBLIC WATER O ` BROWN GROUND c� I WATERTIGHT SEALED P FLEXIBLE \/ CTRICAL SUPPLY AVAILABLE I O�� ..P FINE JOINT APPROVED BY THE TOETREATMENT UNIT /� MANUFACTURER TYP. pop` LAND N/F OF I I RESy T SAND JOHN LEATHER, , �grE'Q •v ` SP 15' ow OUTLET DRAWN BY: EO VACANT I I /t, BROWN o CONTROL PANEL/ T��ti�stio�'� �----� I I I �pp�� F�1NcT(gNae Q �Q CLAYEY HIGHEST EXPECT. 4"PVC DR35 EE w/SOLIDS DEFLECTOR COMPRESSOR PUMP DATE: 02/16/22 S C e , 4"STRAIGHT TEE(SDR35 ONTO J�S _ - \\\ ' ' SITE PLAN y�� ,� cONSTFO e�UiVp��` \'� (,f-� SAND SC 15.3 WATER EL 2.2 4"PVC PIPE(SDR35 MON, F Fe ��T Y RY - WATER IN SCALE: AS NOTED �. S54°33'00" W �'\ ---�--- 16 4NTs qS SCALE = 1 :20 F 20 BROWN PRETREATMENT TANK AN OOAT w/PLATFORM COMPLETE SHEET 80.0`0'. 21 CLAYEY \ 2ND AVE SAND LAND N/F OF I SC ' COUPLING-4"SCH 35 PVC SX __ 20' 0' 20' 40' � � �� 19 KATHLEEN CHAMBERLAIN ' /-------- 4 ' WATER IN � g-4� 3"THICK BED OF COMPACTED VACANT / PALE ADHESIVE CARTRIDGE w/ SAND.MAXIMUM TOLERANCE / I LAND N/F OF ' s BROWN 1"#10 SELF TAPPING SCREW(PPH ZINC) OF ±4 E. ALLEN KRAUS ` FINE IMPROVED SAND / PUBLIC WATER ALL SITE DATA SUPPLIED BY KENNETH M WOYCHUCK SUBJECT TO COVENANTS, EASEMENTS,AGREEMENTS � SP AVAI2�, LAND SURVEYING, PLLC AND RESTRICTIONS OF RECORD, IF ANY. S 54033 '00 " W HYDROACTION TREATMENT TANK AN400- SECTION AQUEBOGUE, NY 11.15.20 TEST HOLE 1 VICINITY MAP APPROXIMATELY NAVD 1988 DATUM FEMA MAP#36103C0161 H NTS STANDARD HYDRAULIC LOAD 440 GPD /- LOCATION OF WELL SCTM#1000-068.00-03.00-011.001 ,/ WEIGHT OF EMPTY TANK 930 LBS LOT AREA 110,288 SF/ 2.51 ACRES COASTAL EROSION HAZARD AREA MAP SHEET 7 OF 49 80 . 0 NO SCALE °PHOTO No. 57-559-83 TEST HOLE PERFORMED BY o ° AN400 245 NITROGEN REDUCTION SYSTEM DR AWN BY:A.DAVIS SCALE- 1 :60 ��� / LAND N/F OF \�\ McDONALD GEOSCIENCE DATE: REV PART#00 OF 1 SHEETS STACHL ULRIKE K \ / IMPROVED MARCH 8, 2021 y Pent m Ct10I1� 05/31/17 D HA-180053 a f. �.Rm..�.n I Issue Date: Set: 4/30/21 Client Meeting 5/11/21 Design Revisions 6/23/21 EN Consultant Review 7/21/21 TO ENGINEER 9/21/21 Preliminary Pricing 11/3/21 12/28/21 For SCDHS 1/10/22 Structural Engineer 1/25/22 Structural Engineer 3/9/22 Pricing Set 3/15/22 Building Permit 3/15/22 ZBA Submission '�FU ARC C-) KR,44f$, <� A-300 1; 02aso2 -'LO NEW POST FOOTINGS,SEE S-100 TF OF N�`� LINE OF WOOD STEPS&DECK ABOVE ` IF--- --------------------- —------------� I -- — I - ------------------------------------ EXISTING RETAINING WALL I RECEIVED ---------------- O JUN 12022 wi'I Drawing Legend: I I Wall To Be Removed - -- (0 j Zoning Board of Appeals E>asting Wall To Remain New Wal l M I l -3 E)asting P.C.Foundation Wall u New P.C.Foundation Wall UP 3 1/2" 3 3 1/2" Elasting CJv1U Foundation Wall o New CMU Foundation Wall A-402 14 FRAME EXT. ------ Lines Above WALLS AS REQ.TO o 15 ----------- Lines Below COVER NEW + ------- ouEEN _ - Guidelines UNDERPINNING Cl) BEDROOM 1 STORAGE N MECHANICAL 101 Door Tag 3'-6" 31/2" 3'-1 1/2" 51/ " 3'-1 1/2" 1" 1" 8'-8" 51/ " m 9'-71/4" 2 101 Window Tag 3 1/2" 3 1/2" c 3'-8 1/8" 3 1 2" 10'-7 1/4" 3 1/2" T-10 3/8" v Section X - -}-- }- M Sheet A-W 0 4t)4 N z N • O Q + �, o Detail Tag O CONTROLS N IA r N FOOT WASH 7 005 N 006 STATION r 0 A-402 2 � (V 13♦ M xx. O o Q O ALIGN o �v �r \�. ! ��. %',�_ }o Elevation Tag �o¢o M F- 0 ❑o o /- WINDOW--� - o - LAH 43 — — — — — — " -����- —wv�-M_ - - _ _ - - - - - -— OJp Q x Z ih ih ALIG ih' 4-0 4''0 Q X X Z=w ABOVE ERz � �z=w w 'a 06 x Axxx x Interior Bevation Tag iv _____ _% OUTDOOR SHOWE 007 SH R.HEAD =STORAGE `�' M �� - r-- BENCH C7 w M - { - 7/ z OUTDOOR O ORK ROOM __T-- SHOWER �� Lu o r +/-6' +/-10'-6" - ,T-6 3/4" 5 1/ "-3'-6 3/4"-3 1!2" T-0",' I 51/ " 7'-3 3/4" 3 1/2' t2" o O ao ' — 4 31/2" s 31/2 ' DRYER O a� le , - -- - O .. 12"1UNDRY LOW s Aaoz s °P s -- , M E R Y L K R A M E R CA 7 1� 12 A-aoz 10 . a r c h i t e c t TABLE' UP 4 A403 2 /3'X 6' 11 X 3 N v 002 CLOSET ENTRY X w - o' 2 6 0 HORTONS LANE co N POST OFFICE BOX 1600 SOUTHOLD, NY 1 1 971 NI f �� ` 7 - 8 7 3 6 m k a r c h i t e c t c o m z > z � z � z � z � a Q c Q a Q ¢ 00 a °m 6'-4 5/8" T-8" T-8" Ilk 6'-4 5/8" T-11" lid cKea nd EQ. ED. Goldman Residence 35-11 3/8" 100 Salt Marsh Lane EXISTING FOUNDATION PeCOnIC, NY 11958 Bldg Dept copy from ZBA Final reviewed documents ZBA File # Date: D/`. !' Foundation Plan ' V 1 Basement Floor Plan Scale: 1/4" = V-0" SCALE:As Noted A- 1 00 © 2022 Meryl Kramer Architect NI Rghts Reserved Issue Date: Set: 4/30/21 Client Meeting 5/11/21 Design Revisions 6/23/21 EN Consultant Review 7/21/21 TO ENGINEER 9/21/21 Preliminary Pricing 11/3/21 12/28/21 For SCDHS 1/10/22 Structural Engineer 1/25/22 Structural Engineer 3/9/22 Pricing Set 3/15/22 Building Permit 3/15/22 ZBA Submission pKAMF R Cy�� 2 2 � A-300 A-300 �c 14'-0 3/4"VIF 2V-10 1/2"VI EXISTING EXISTING DISCUSS PLACEMENT OFF_ rF POST INFIELD WITH 0"F C ARCHITECT/OWNER EQ. POST EQ. UP- 0A LO Drawing Legend: — - - _ BELOW - - ^ - - - Wall To Wall o oBeReT Remain � s main - - I � I 1 - - - WOOD DECK 1 New Wall 1 - - � I A-300 $ 1 - - - E)dsting P.C.Foundation Wall a MAIN BED OOM 300 New PC Foundation Wall `9 A - - - - - _-_ - - sti . 12 A�tot �o -_- ----- -- - - - -- - - --- - -- -- -- ------- --- - - - - ----- -- -I '1 '' - 'ngCM Foundation O Fed U Fo d Wall 1 New CMU Foundation Wall -- - QUEEN - - - - - - — ---- -—————- Lines Above ' 2'-0 1/4" --------- - rn _ �— —► / Lines Below (V - -- p Guidelines 11 5 1/2 " '-8 3/4" EQ. EQ. i 0 3 1/2' 3 I . I i I Door Ta - 1 f I _ 9 -- T \ i 101 Window Tag E:11\ - I j LIVINGROOM i x Section X -N % Sheet Pii � I HALF WALL r f - Detail Tag i I l I i r z ALIG ' ¢ - Elevation Ta X ¢ a �p 1 g CY) w O ALIGN w OJ C7 C9 M O I . O _ A-40 2 - A - X - - C3� I D W A - 4fl1 ca-I J — w/�'VIN o -CLOSET - J _I r o d I z�¢ BELOW �� ¢ ¢ �;� O z r=_ _ z _ _ ALIG W 3 z a5 z i I x Axxx x Interior Elevation Tag L - - --- --- O � ~ M 8"1'� .. ' 13 1/2" T-2 1/8" f iv � � in X � � � � � � - � ' x Lu NI -- + _ PANTRY 'NICHE is W , i - - _ I I i SHOWER1 - - - d 5 Gj O p� e _ _ 1 p CC) AT I- - MAIN BATH o i , . ' r s - lam C? 7 -- 5'-1 1 8 5 1/ I 5'-11' --- --- - -- r I I M E R Y L K R A M ) R I „- I il REF. I I I a r c h i t o t I c 4 A-007 2 i I HALF WALL rn D I I 3 1/2" +/-11'-5 5/8" 5 1/2" T_7" 3 1)2" 15'-6 3/4" -- _ - � I I R ASE STAI C � I i_ I 2 6 0 H O R T N N o v O S L A E D IN - i I KITCHEN/ IN G I I I I POST OFFIC E BOX I I 600 o I I O v v I I I _ N — ---- ---- " SOUTHOLD, NY 1 1 971 6 3 I - 4 - II co A A m k a r c h i t e c t c o m z z��pp� z � z$� zg� C0QO CDZO c�go (DZ0 (Dz0 ¢ALL' a§W a—W a�w aw Co m m m _m T-11" 1 5/8" T-8" T-8" 6'-4 5/8" T-11" C Band Goldman EQ, EQ. Residence 36-11 3/8" 100 Salt Marsh Lane EXISTING Peconic, NY 11958 First Floor & Roof Plan ti ' V First Floor Plan Roof Plan 1 Scale: 1/4" = 1'-0" 2 Scale: 1/4" = 1'-0" � E�1dQ[mot coav tram ZBA Fi,i +r.viewed clodLts SCALE:As Noted Batt?; A- 1 01 © 2022 Meryl Kramer Architect Al Rghts Reserved I Issue Date: Set: 5/11/21 Design Revisions 6/23/21 EN Consultant Review 7/21/21 TO ENGINEER 9/21/21 Preliminary Pricing 1/10/22 Structural Engineer 1125/22 Structural Engineer 11 3/9/22 Pricing Set 3/15/22 Building Permit 3/15/22 ZBA Submission ' I I I I I i I I , I : ZE DA R ' F C I : I` ti K• I R L N�A NEW PERGOLA- ►� I : rY � I BEYOND : i I RO 2 0 I , � 2 4- I T I F of NErN i I ' l I I II r , I Drawnnci Legend: - " Wall T • - � - - - - - - oBeRsmoved OUTDOOR I � E�astin Wall T I _ 9 o Remain ' — New Wall : . SHO WER O Ebstin P. Foundation : C.Fou da n Wall I 9 o I - i : New I e P.C.Foundation Wall i L 1O WOOD RETAINING WALL -- - -- >. E)astin9 n Wall OMU Foundation II I i - q j i New Ctv1U Foundation Wall Line s Above I " I i : - - ----------- Lines Below — — — — - Guidelines -- -T O Door o Tag 101 Window Tag _ _. Section Sheet A-)M 1 Elevation ; West 2 Elevation - South x � Detail Tag Scale: 1/4 - 1 -0 Scale: 1/4" = 1'-0" Elevation Tag x x A x Interior Elevation Tag x I M E R Y L K R A M E R C a r c h i t e c t I 260 H • R T O N 5 LA NE N E I' POST F AR HIN LE ROOFING OFFICE I C i -EXISTING CEDAR SHINGLE O � E B O X Ib0 0 T REMAIN TYP. I i .� O EMA i _ SOUTHO LD NY 1 19 7 I I- NEW CEDAR TRIM TYP. ( ) � b 3 I - a 7 7 - 7 S 3 6 NEW PERGOLA -- ---- - m k a r c h i t e c t c o m --- I i i i f , �I NEW CEDAR SHINGLE SIDING TYP.C S G SDI I i A I � � I 3 0 Ili cKeand I - Goldman LLl L ---- -— I Residence 100 Salt Marsh Lane OUTDOOR'' - - - ---- SHOWER PeCOnIC, NY 11958 I 2 I i ,i a levation - North i - - cale: 1/4 1 0 i � Elevations i ---- - - - - - - - - -- -i- - - ------ - i WOOD RETAINING WALL rnnagl Dept copy from ZBA Elevation - East reviewed documents 3 file * `�IcS l' Scale: 1/4" = 1'-0" L] SCALE:As Noted A-200 © 2022 Meryl Kramer Architect Al Rghts F3served R OAPPOYEID AS OTEDDATB.R# 5 1� WATEt��1NES NFE©FEEBY:NOTDEPARTMENTAT 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING& PLUMBING PkU�ilBER CERTIFICATIO & INSULATION ' 4. FINAL-CONSTRUCTION MUST ON LEAD : N ENT BtFOA. BE COMPLETE FOR C.O. CERnFlGATE�'OF`OCCUPAN'. ALL CONSTRUCTION SHALL MEET THE SOLO (ISED�IN`WATER R REQUIREMENTS OF THE CODES OF NEW xSLEM'CANNOT $,LPPIY , YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS EXCEED-.2ffD''QF lA%LEAD. COMPLY WITH ALL CODES OF ELECTRICAL NEW YORK STATE &TOWN CODES INSPECTION REQUIRED AS REQUIRE AND CONDITIONS OF SOUTHOLD TOWN ZBA TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES Blower door .._ NXS,DEC and ductwork PC testing required. SCHD OCCUPANCY OR Must provide Manuals USE IS UNLAWFUL D,J and S as per WITHOUT CERTIFICAT- lvYs Energy Code OF OCCUPANCY All exterior lighting RETAIN STORM WATER RUNOFF installed,replaced or PURSUANT TO CHAPTER 236 repaired shall conform OF THE TOWN CODS, to Chapter 172 of the Town Code i GIRDER AS SPECIFIED CLIMATIC AND GEOGRAPHIC DESIGN CRITERIAAS PER NYS RESIDENTIAL CODER 301.2.1 GENERAL NOTES: FOUNDATION NOTES: 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN THE CONTRACTOR_IS TO VERIFYALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO U ACCORDANCE WITH THE NEW YORK STATE UNIFORM THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. BLOCKING PER ULTIMATE ICE SHIELD UNDERLAYMENT BUILDING CODE,AND THE NEW YORK STATE ENERGY Issue Date: Set: / MANUFACTURES SPEC. GROUND SNOW LOAD WIND SPEED(MPH) SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. REQUIRED FLOOD HAZARDS CONSERVATION CODE,AND LOCALAUTHORITIES. 1 - ALL CONCRETE 3,500 PSI MINIMUM AFTER 28 DAYS. 1/10/22 Structural Engineer JOIST AS SPECIFIED 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 2-ALL REBAR ASTM A-615 GRADE 60. 1/25/22 Structural Engineer METAL HANGER PER 20 130 B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 VERIFIED BY CONTRACTOR(S)PRIOR TO START OF 4/2/24 Building Permit CONSTRUCTION AND ORDERING OF MATERIALS. THIS MANUFACTURES SPEC. FOUNDATION HAS BEEN DESIGNED FOR SOIL 3-FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE INSTALLED AMINIMUM OF T BELOW GRADE UNLESS INDICATED OTHERWISE. BEARING CAPACITY OF TWO(2)TSF AND GRADES LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 4-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 3" al Izes LIGHT WOOD-FRAME WALL THESE CONDITIONS ARE MET. ALL FILL BENEATH BELOW THE TOP OF THE FOUNDATION WALL.REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH Joint Description common nails U.O.N. Nail Spacing CONCRETE SLABS TO BE COMPACTED TO 95°/D 1 Typical Joist Hanger --- RELATIVE DENSITY. WINDOWS ARE TO BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. Not To Scale ROOF FRAMING PLYWOOD OPENINGS 3. PROVIDE FLASHING AT ALL ROOF BREAKS, 5-ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. Rafter to Top Plate(Toe-nailed) 3-8d per rafter PROTECTION;THICKNESS CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS, WINDOWS 6-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist DEPENDS ON WINDOW AND DECKS ETC. RELATIVE TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. Ceiling Joist to Parallel Rafter(Face-nailed) 3- 16d each lap OPENING WIDTH (1) 4. DO NOT SCALE DRAWINGS. RAFTER f Ceiling Joist Laps over Partitions(Face-nailed) 4- 16d each lap 7-THE ENGINEER IS TO BE L IS ENCOUNTERED DURING EXCAVATION.UNACCEPTABLE TACTED IF UNACCEPTABLE OR QUESTIONABLE I OIL IS SOIL CONTAINING NG C AYYAND/OR ORGANIC MATERIAL OR HAVING A BEARING (1)SIMPSON H2A STRAP PER Collar Tie to Rafter(Face-nailed) 2-8d per tie 5. DESIGN CONSULTANTS OR RECORD ARCHITECT -ENGINEER ARE NOT RESPONSIBLE FOR THE CAPACITY OF LESS THAN 2 TONS PER SQUARE FOOT. RAFTER w/(12)8d COMMON NAILS Blocking to Rafter(Toe-nailed) 2-8d each end INSPECTION,SUPERVISION,OR ADMINISTRATION OF (1)CSHP18 METAL STRAP Rim Board to Rafter(End-nailed) 2- 16d each end NOTE: IN LIEU OF SCREWS, THIS CONSTRUCTION PROJECT.FEDERAL, STATE AND 8-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. LUGS WITH NUTS AND WALL PLATES PER STUD w/(8)8D LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL COMMON NAILS PER 10" WALL FRAMING WASHERS MAY BE USED BE THE RESPONSIBILITY OF THE CONTRACTOR. 9-INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18,MAXIMUM. STUD WALL END LENGTH Top Plate to Top Plate(Face-nailed) 2-16d 1 per foot 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO 10-FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING. Top Plates at Intersections (Face-nailed) 4- 16d joints.each side SEE FACILITATE CONSTRUCTION AND SHALL NOT BE ,�S:RF_D A Stud to Stud (Face-nailed) 2- 16d 24"O.C. DETAIL ► CONSTRUED AS A CONTRACT BETWEEN BUILDER AND 11 -BACKFILL ALONG FOUNDATION WALLS IS TO BE GW,GP,SW OR SP SOILS PER USCS(ASTM D 2487)AND IS TO BE Header to Header(Face-nailed) 16d 16"o.c. along edges A OWNER. MECHANICALLY COMPACTED IN 6"LIFTS TO 95%OF MAXIMUM DRY DENSITY. C9 �'K Rafter/Plate/Stud Connection 1 Not To Scale 7. THIS STRUCTURE HAS BEEN DESIGNED IN 12-UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WITH NO.5 Top or Bottom Plate to Stud (End-nailed) 2- 16d per 2x4 stud ACCORDANCE WITH THE NEW YORK STATE REBAR DOWELS. 2- 16d per 2x6 stud ENERGY CONSERVATION CODE. 2- 16d per 2x8 stud SUGGESTED UNDERPINNING PROCEDURES: 1 2 FRAM G B. CONTRACTOR SHALL OBTAIN ALL PERMITS A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL. 9Tfi 8 Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking 2- 16d per foot O (Face-nailed) -- 3"No.8 SCREWS 12"O.C. 9. DIMENSIONS, ELEVATIONS,MEMBER SIZES,AND g EXCAVATE SMALL EXPLORATORY PIT AT EXTERIOR WALL TO DETERMINE DEPTH AND WIDTH OF EXISTING FOOTING. OF NEB DETAILS OF EXISTING STRUCTURE SHOWN IN THE INFORM ARCHITECT/ENGINEER OF FINDINGS BEFORE PROCEEDING. DRAWINGS ARE BASED ON LIMITED FIELD FLOOR FRAMING MEASUREMENTS AND MAY NOT BE ACCURATE. THE N WALL STUD � WASHER(TYP.) CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND C)UPON RECEIVING APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE ENTIRE LENGTH OF THE Joist to Sill ,Top Plate or Girder(Toe-nailed) 4-8d per joist CONDITIONS OF THE EXISTING CONSTRUCTION AT THE AREA TO BE UNDERPINNED ON BOTH SIDES OF THE FOUNDATION WALL.REMOVE INTERIOR CONCRETE FLOOR AS r Bridging to Joist(Toe-nailed) 2-8d each end NECESSARY. Blockingto Joist Toe-nailed 2-8d each end JOB SITE PRIOR TO FABRICATION OR CONSTRUCTION. ( ) 1/2"PLYWOOD ANY DEVIATIONS FOUND IN THE FIELD FROM WHAT IS Z ANCHOR BOLT Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block SHOWN ON THE DRAWINGS SHALL BE REPORTED IN D)EXCAVATE BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS.E)INSTALL A KEY WAY Drawin Legend: 4'O.C. TYPICAL Ledger Strip to Beam Face-nailed 3-16d each joist WRITING TO THE ARCHITECT AND ENGINEER PRIOR TO BETWEEN SECTIONS.ALLOW 7 DAYS CURING. 9 " (TYPICAL) 9 P ( ) j GLASS FABRICATION OR CONSTRUCTION. u 12" FROM CORNERS g ( ) per joist F)BACK FILL AND REPLACE INTERIOR FLOOR AS NECESSARY. ' - - - - - = Wall To Be Removed ° Joist on Ledger to Beam Toe-nailed 3-8d _ _ _ _ _ _ Q FLOOR JOIST w/0.229"x3"x3" Band Joist to Joist(End-nailed) 3-16d per joist 10. THE STRUCTURAL ELEMENTS OF THE PROJECT Existing Wall To Remain W BEARING PLATES, Band Joist to Sill or To Plate Toe-nailed 2-16d 1 G)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR EXCESSIVE U o,. (TYP) p ( ) per foot PLASTIC-COATED AND LATERAL FORCES FOR THE S ECIFIEDTHE VERTICAL MOVEMENT AND/OR CRACKS.NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENT AND/OR CRACKS ARE NOTED. New Wall ROOF SHEATHING PERMANENT WOOD BUILDING. IT IS THE RESPONSIBILITY OF THE SCREW ANCHORS 13-DOWEL TO EXISTING FOUNDATION WALL WITH NO.5 REBAR. GROUT SOLID ALL CAVITIES IN EXISTING WALL FOR Existing P.C.Foundation Wall GLASS CONTRACTOR TO DESIGN AND PROVIDE ALL REQUIRED THREE FEET FROM NEW WALL. Structural Panels 8d SEE NAILING SCHEDUL SHORING AND BRACING NEEDED DURING New P.C.Foundation Wall N WALL STUD j' 1/2"PLYWOOD CONSTRUCTION TO MAINTAIN THE STABILITYAND SAFETY OF THE 1 CSHP18 METAL P PP ANDSPECIFIEDF ONSTRUIGN CTI LOADS. COMPLETED STRUCTURE -1 Existing CMU Foundation Wall STRAP PER STUD $ NO Header Scale Post Tie Downs Diagonal Board Sheathing FRAMING AND FOR CONSTRUCTION LOADINGS THAT EXCEED THE New CMU Foundation Wall 1 x6 or1"x8" 2-8d ersu support w/(8)BID COMMON 1"x 10"or wider 3-8d per support 11. DETAILS LABELED"TYPICAL"ON THE DRAWINGS ------- Lines Above FRAMING NOTES: ___________ Lines Below NAILS PER END SHALLAPPLY TO ALL SITUATIONS OCCURRING ON THE THE CONTRACTOR IS TO VERIFYALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT CEILING SHEATHING WASHER TYP. PROJECT THATARE THE SAME OR SIMILAR TO THOSE TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. ( ) SPECIFICALLY DETAILED. THE APPLICABILITY OF THE ---"----- Guidelines TYPICAL DETAIL IS TO BE DETERMINED BY THE TITLE OF Gypsum Wallboard 5d 7"edge/10"field WOOD FRAMING THE TYPICAL DETAIL. SUCH TYPICAL DETAILS SHALL 2 Stud Straps @Second Floor Box APPLY WHETHER OR NOT THEY ARE KEYED IN AT EACH 1.ALL LUMBER IS TO BE N0.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM SPECIFICATIONS: 101 Door Tag 3"No. 8 SCREWS 12"O.C. FB=180 PSI Not To Scale WALL SHEATHING LOCATION IN THE DRAWINGS. FV=180 PSI DETAIL A-TYPICAL ATTACHMENT FC PERP=625 PSI e Structural Panels 8d (see detail 10/AO02) OF PLYWOOD OPENINGS 12. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY E=1,600,000 PSI 101 Window Tag Fiberboard Panels PROTECTION TO WOOD-FRAME RESPONSIBLE FOR THE CONDITIONS OF THE JOBSITE (1)CSHP18 METAL 7/16" 6d 3"edge/6"field BUILDING INCLUDING SAFETY OF PERSONS AND PROPERTY. THE 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: o g ARCHITECT'S OR ENGINEER'S PRESENCE OR REVIEW x_ Section X, ' STRAP PER STUD FB=2,900 PSI w/ 8 8D COMMON 25/32" 8d 3"edge/6"field OF WORK DOES NOT INCLUDE THE ADEQUACY OF THE FV=290 PSI Sheet A-XXX ( ) ALTERNATE TO 120 MPH CERTIFIED CONTRACTOR'S MEANS OR METHODS OF NAILS PER END Gypsum Wallboard 5d 7"edge/10"field CONSTRUCTION. FC PERP=750 PSI 21/2" WINDOW INSTALLATION: PLYWOOD PANEL E=2,000,000 PSI MIN. ° Hardboard gd (see table 3.9) WINDOW AND DOOR PROTECTION FOR 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Detail Tag Particleboard Panels 8d (see table 3.9) Diagonal Board Sheathing WOOD FRAMED BUILDINGS FV=2,0 PSSI x�� L- 1"x 6"or 1"x 8" 2-8d per support FC PERP=740 PSI �xxxy Elevation Tag -ANCHOR BOLTS 1"x 10"or wider 3-8d per support E=2,100,000 PSI BEA (2) 1/2"DIA. w/0.229"x3"x3" 4.ALLANTHONY POWER BEAMS(APB)ARE TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: x THROUGH-BOLTS FLOOR SHEATHING BEARING PLATES, FB=3,000 PSI x Axxx x Interior Elevation Tag - --' w/WASHERS I (TYP.) Structural Panels FV=300 PSI l� FC PERP=850 P`)l x DECK PO o 1"or less 8d 6"edge/ 12"field 4"Vent Thru Roof E=2,100,000 PSI 5 1/2" greater than 1" 10d 6"edge/6"field ROOF MIN. CONC.WALL Diagonal Board Sheathing 5.ALL TREATED LUMBER IS TO BE NO.2 OR BETTER SOUTHERN PINE AS GRADED BY THE SPIB. 1"x 6"or 1"x 8" 2-8d per support -- -- 1"x 10"or wider 3-8d per support 2--I----T----,---- 6.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTED IN I I I 1 ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. I I 4" a° 1 I I 1 7.ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL. First Floor & Sill Anchors 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If wall sheathing is 2"1 1 1/2"1 12'1 11 1/2" 12" 11 1/2" DESIGNATED CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATED POST BASE 9 g q g p g g 1 OTHERWISE.ALL CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE u.. �^ Not To Scale nailed 3"on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural SINK �+V I I MANUFACTURER'S SPECIFICATIONS. 1�1 anZeT+de Wnciliis CONC. PIER members shall be doubled,or alternate connectors , such as shear plates ,shall be used to maintain the load F.A.I. }--� DW W C I - 4' 4' path. 1ST FLOOR TUB SHOWER 8,ALL FLOOR SHEATHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA SPAN ARCHITECTURE 4'-0" 4'-0" TYP.10, TYP. 2" 1 1/2" 2" 3" 3" 1 1/2" RATING OF 48124.FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE FLOOR JOISTS(6"O.C.EDGES AND 12 o a a � I "O.C. FIELD). HOUSE I 9.ALL ROOF SHEATHING IS TO BE 5/8 INCH APA RATED SHEATHING. SPAN RATING AS REQUIRED TO SUIT SUPPORT 2 6 0 H 0 R T O N S L A IN SPACING INDICATED,EXPOSURE DURABILITYI,TWO SPAN MINIUMUM. 3 2 3 3 2 3 � � o. 4.. C.O. POST OFFICE BOX 1600 KITCHEN MAIN BATH 10.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED EXPOSURE 1 PLYWOOD AND SHALL BE NAILED coNNEcrro S 0 U T H 0 L D, N Y 1 1 9 7 1 APPROVED (PER DETAIL 10) Deck Beam/Post gAN"AR SYSTEM" __ -- ----- 2" 6 3 1 - 4 7 7 - 8 7 3 6 _ 3 1 I 2 1 T' 11.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING - Not To Scale 12" 11 1/2" 2" 8'• kdcarchitecture . com 11 1/2" 2" I I I SINK I LAV. 1 12.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. W. 2 1 2 2 1 2 W SHOWER 13.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. BASEMENT C. CSHP18 METAL 1 1/2" 2" 2" 3" 2" 14.24"MIN.SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED STRAPS w/(8)8D 15.MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 19%. COMMON NAILS EJECTOR PER 10"END PIT 16.CONSTRUCT LOAD BEARING FRAMING FULL LENGTH WITHOUT SPLICES. !p} �l LAUNDRY BATH 3 2 3 3 2 3 17.USE SHEATHING CLIPS BETWEEN SHEETS BETWEEN ROOF FRAMING MEMBERS. c Ke a n d " BLOCKING F- 18.ALL POSTS AND COLUMNS FROM HEADERS AND BEAMS SHALL BEAR CONTINUOUSLY TO CONCRETE/ RIDGE BEAM Gable Roof Plan: 7 to 45 degrees PLUMBING RISER DIAGRAM FOUNDATIONS INCLUDING SOLID BLOCKING IN FLOOR SPACES. Goldman 4' 19.ALL BEARING WALLS SHALL BE BLOCKED AT 4'-0"ON CENTER,VERTICALLY,UNLESS NOTED OTHERWISE. 4� 1-0.1� TYP. 20.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE TREATED,PT. Residence 21.FILL ALL FASTENER HOLES IN WOOD CONSTRUCTION CONNECTORS WITH MANUFACTURER'S RECOMMENDED 100 Salt Marsh Lane 4 Rafter Straps Q 3 2 2 3 2x4 BLOCKING AT PANEL EDGES FASTENER. Peconlc, NY 11958 Not To Scale F I- STEEL • WALL STUDS,SEE PLAN 1. ALL STEEL IS TO BE ASTM SPECIFICATION A-36 2. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A-325 BOLTS. WOOD BEAM 3. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION A500. e 2 1 1 2 4. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1#2"BOLTS OR UNLESS OTHERWISE SHOWN ON THE PLANS. 8d COMMON NAILS AT 3"oc e STEEL PLATE PANEL EDGE FASTENING, 5. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS AND OVER ALL COLUMN ° SUPPORTS. Code Sheet STEEL COLUMN PANEL INTERMEDIATE FASTENING,8d COMMON NAILS AT 6"oc 6. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM TO AWS AND AISC • STANDARDS. WALL SHEATHING,SEE PLAN,LONG DIRECTION PERP.TO 3 2 5.ALL WELD JOINTS ARE TO USE E70XX ELECTRODES. � 2 3 � � • ' I- FRAMING,ENDS STAGGERED 6.ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. Gable Roof Plan:0 to 7 degrees -4- -- STEEL COLUMN ROOF SHEATHING NAILING SCHEDULE I STEEL PLATE SCALE:As Noted Zone 1 Zone 2 Zone 3 L II FIELD 6"O.C. 4"O.C. 3"O.C. f<, ; a CONCRETE PIER d' d EDGE 6"O.C. 4"O.C. 3"O.C. FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS, FEFER TO -002 "FASTENING SCHEDULE FOR STRUCTURAL MEMBERS%NEW YORK STATE Porch Beam/Column Anchor CODE BOOK. 7 Typical Wall Sheathing Layout & Fastening 10 Not To Scale Not To Scale © 2024 KdC Architecture 5 Simplified Roof Sheathing Nailing Schedule Not To Scale All Rights Reserved I i Issue Date: Set: 4/2/24 Building Permit W110"MODOWSCHEDULE NO. QUANTITY MANUFACTURER TYPE GLASS RO WIDTH RO HEIGHT EGRESS REMARKS A 14 Loewen Casement See Note 2'8 1/4" 5'3 3/4" YES B 3 Loewen Awning See Note 2'8 1/4" 2'8 1/4" NO C 1 Loewen Awning See Note 210 3/8" 210 3/8" NO 1 Window ;Schedule Scale: 1/4" = V-0" WINDOW NOTES: F-DA% - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER ��5 �q,,K - CONTRACTOR TO VERIFY R.O. ON WINDOW QUOTE PRIOR TO FRAMING - GLAZING: LOW E 272 GLASS - WINDOW HARDWARE: CONTEMPORARY - MATTE BLACK - EXTERIOR FINISH: STEEL MATTE BLACK, ALUMINUM CLAD - INTERIOR FINISH: BARE FIR 9TF ao2 DF NE�� - SCREENS: SEE SPECS Drawina Legend: Wall To Be Removed Existing Wall To Remain New Wall Existing P.C.Foundation Wall r-"--- New P.C.Foundation Wall EXTERIOR O® SCHEDULE \A x; x 771 Existing CMU Foundation Wall New CMU Foundation Wall LEAF SIZE ROUGH OPENING _______ Lines Above QUANTITY MANUFACTURER TYPE FINISH GLASS Leaf Width Leaf Height R.O. Width R.O Height Thickness REMARKS ----------- Lines Below NO. —.—.—.--- Guidelines 1 1 Select Door Swing See Specs See Specs 3'0" 710" 2 1/4" S Door Tag 2 1 Select Door Swing See Specs See Specs 2'8" 7'0" 2 114" Window Tag 3 1 1 Loewen / WP4 ISliding See Specs See Specs 15'8 1/2" 6'11 1/4" - Section Sheet A-XXX 2 Exterior Door Schedule �� Scale: 1/4" _ 1�-0" Detail Tag EXTERIOR DOOR NOTES: x Elevation Tag - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER X - CONTRACTOR TO VERIFY R.O. ON WINDOW QUOTE PRIOR TO FRAMING x AXXX x Interior Elevation Tag - GLAZING: LOW E 272 GLASS (SLIDER) x - HARDWARE: SEE SPECS - EXTERIOR FINISH: SEE SPECS - INTERIOR FINISH: SEE SPECS - SCREEN: SEE SPECS Kramer+de Concibis ARCHITECTURE 260 HORTONS LANE POST OFFICE BOX 1600 SOUTHOLD, NY 11971 6 3 1 - 4 7 7 - 8 7 3 6 UNTERIORR DOOR SCHEDULE- kdcarchitecture . com LEAF SIZE NO. QUANTITY MANUFACTURER TYPE FINISH LOCKSET Width Height Thickness REMARKS 001 1 Deerwood Millwork Swing 2'6" Full-Height 2 1/4" White Oak 002 1 Deerwood Millwork Swing 216" Full-Height 2 1/4" White Oak McKeand 003 1 Upstate Door Pocket 2'4" Full-Height 2 1/4" Primed 004 1 Upstate Door Swing 310" 618" 1 3/4" Primed Goldman 005 1 Upstate Door Swing 3'0" 6'8" 1 3/4" Primed 006 1 Upstate Door Pocket 218" 618" 2 1/4" Primed Residence 101 1 Deerwood Millwork Pocket 3'0 5/8" Full-Height 2 1/4" White Oak, Width V.I.F. 100 Salt Marsh Lane Peconic, NY 11958 3 Interior Door Schedule Scale: 1/4" _ V-0" INTERIOR DOOR NOTES: - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER Window & Door Schedule - HARDWARE: SEE SPECS - FINISH: SEE SPECS - SADDLES: SEE SPECS SCALE:As Noted A-003 © 2024 KdC Architecture All Rights Reserved i GENERAL NOTES: Issue Date: Set: - FIRST FLOOR: REMOVE EXSITING FINISH FLOOR, 4/30/21 Client Meeting REPLACE WITH NEW FINISH FLOOR 5/11/21 Design Revisions - UNDERSIDE OF FIRST FLOOR SYSTEM TO BE LEFT 6/23/21 EN Consultant Review EXPOSED EXCEPT AT MECHANICAL ROOM 7/21/21 TO ENGINEER 9/21/21 Preliminary Pricing 11/3/21 12/28/21 For SCDHS 1/10/22 Structural Engineer 1/25/22 Structural Engineer 4/2/24 Building Permit ED ARC K 4 2 -200 A-300 -200 A-300 NEvy 14'-0 3/4" 21'-10 5/8" EXISTING EXISTING LINE OF WOOD STEPS&DECK ABOVE EQ POST EQ UP Drawing Legend: ---------------------------------------� EXISTING RETAINING--- ETAINING— --------------------------------------- j I - - - - Wall To Be Removed WALL I j j I Existing Wall To Remain ----------------- ---- --- -- - -- --- - Q New Wall LO j I - ---- -- --- ------- _ -_ -___--_-___ r°"^--"3 Existing P.C.Foundation Wall j j � -, � - ------------ - -- -------- -- N P C Foundation Wall IL N c` �,� � -- -- -- - ---- --------- __-__---- - ---- - New 3 Existing CMU Foundation Wall I' ----WOOD DECK--------—-- -- ------ Cl) j 1 — c Y/ - - _ ---- "�"J New CMU Foundation Wall A-301 A-300 I) I MAIN BEDROOM - - - - - -- -- ----- P7�ZX3�R I I III --- - ---- --- --------- - I C° ——————— Lines Above t III s I - ---- ------- --- --- ---- -- --- -- -- - -- -- ---- ---- ----- It- ----------- Lines Below 31/2" 31/2" �z A-aoi t ------ -------------- -- -- J ;, UP 13 I I II --- - —.—.—.- -- -- _ _ - — h Guidelines ch ( I �— -- ----------- ----------—--- -----— -- I I--I - - N A-402 14 I -------- — — Door_ ----------- Tag Co 15 A. Window Tag 11'-7 1/2" EQ. EQ. M r ' 31/2' LOG3 o Section X, BEDROOM 1 STORAGE N MECHANICAL - n III M TOR. , _ _ Sheet A-XXX j I T-10" 3 1/2" T-1 1/2" 5 1/ ' T-1 1/2" 1 8'-8" 5 1/ " im 9'-7 1/4" -2 + x 1 1/2' Detail Ta 3 1/2" 3 1/2" 9 ti EXISTING : xx �_- RETAINING WALL LIVING ROOM cn 3'8 1/8" 3 1/2" 10'-7 1/4" 3 1/2" 3'-10 3/8" I HEARTH AS PER 00 a OPEN SHELVING HALF WALL iv NYS CODE x N i\ — Elevation Tag o + \�V C�` N 002 M MAINTAIN CLEARANCE Rv "' ONTROLS `% ' _ N O L `1 �J I N TO COMBUSTIBLES AS x v z ' c i `v -� PER CODE R1001.11 x Axxx x O �(�YV 004 005 x z aN ( ) Interior Elevation Tag r O N QQ N M 1->Q Q_' '- j LL Z J O �..II OW '- A-002 2 13 _ Z J O J --73 I LIGN I F' , I Q x o M Z Sao ALIGN lµ; q 3 M I I =�� M i �¢o O o C, w >'000� boo IE I lr==--- = I c� w l I I� 5O� o �—-—-—- -—- - ' O CV 01 O= w!WINDOW- -I o - --�---� ,-F� - - --- --- � --0 O 2 CV � r CV C4 p J --ELQSET - � �� �' --------- 4 2---------- --- O O� o x ABOVE I BATH M I I I o x Z = a m I® � _ I a a I -- II o o Q CV co w 00 I I m I I ih ALIG a 14 `' I z O Lu a ? 3 (I 14 00 I LIGN Lu j� RAILINGS CODE S PER 3 ( I Z Z Q O w M -` 8 2 1T, � 3 1 "Sri 7J2"r --1 �--- ------ U) o 006 I M I n, I I N w Z HWR.HEAD 001 V l i M STORAGE Lr) I I IIco N co I co —RAILINGS AS PER + i' NK jF I I I PANTRl4 M I ih NYS CODE -- LINE AIN SHWR.HEAD w - .� Kramer,deCondhis I I W HER Ic I U, *^� I I I --fi RK ROOM " --- ;3 " SHOWER I I U I ti I I ARCHITECTURE o I I I I f- '2' +/-10'-10" �T 6 4" 5 1/ "—T-6 3/4"-3 1)2" T-2" 3 1/2" T-3 3/4" r�1t12" ^ " OUTDOORSHOWER 5 o MAIN BATH I I YER I 1 1 I I IF e Aao� s I I STAIRAS ( � I I I� li 260 HORTONS LANE r - 5 I I STAI As LAUNDRY + 12"I `v —�—I-� 9 r I�-- _ DEEP s Aaoz s CCJDE -- li T-1 1/4" 3 1/2" M 6'-2 7/8" ( i CODE REF. ( I I -I I I II _ POST OFFICE B O X 1 6 0 0 ' LOW ( I �z Aaoz 10 II-- N I I I I I� SOUTHOLD, NY 11971 r- CAB' ��- O 4 A-003 2 `~' ® 0 4 A4o� 2 1 1 HALF WALL - X d _ _ TABLE UP co DN j 6 3 1 - 4 7 7 - 8 7 3 6 - - 3'X6' 11 O I FSTTATONH - O - I - 1 2" +/-11'7 5/8" 3 13 1/2" 3 1�2" I I 15'-6 3/4" 3 1/2" k d c a r c h i t e c t u r e . c o m 3 -- + & C os T ENTRY a I B M I 7 7 STAIRCASE Q I N I I O - � II � 5 II P I KITCHEN/DINING j v M I M I it Aaoo i ' i DW --�L- vxt xx -- L i I STOOP I A-5oo I � I I w �- - - w w I "� - _ I NIc�Ceand > I '-T� -T-T > 0 > EXIST.STAIR TO BE REMOVED- 0 f T T T T O O m I I I I Flo I I I o J oLD Q Q I I I I m I Q Q Q Q I NEW(2)2X8 FLOOR JOISTS Q m e�/ -ram' I I I I I I J I-' I I I J m Q m -- EXIST.STAIR TO BE REMOVED- @ 16"O.C. µ 1 w a w w I NEW(2)2X8 FLOOR JOISTS Goldman I I I I I I I I I I 1 I I I I I I I I I I I I I I I I @ 16"O.C. —1 1-1-1— Residence T-11" 6'-4 5/8" T-8" 7'-8" 6'-4 5/8" Ilk T-11" I T-11" 6'-4 5/8" T-8" T-8" 6'-4 5/8" 3'-11" Ilk 11� 100 Salt Marsh Lane EQ. L----------EQ---------------- EQ. L----------EQ------- -------- Peconic, NY 11958 LINE OF EXISTING WOOD DECK LINE OF EXISTING WOOD DECK EXIST.STAIR TO BE EXIST.STAIR TO BE REMOVED 36-11 3/8" TO BE REMOVED REMOVED TO BE REMOVED 35'-11 3/8" EXISTING FOUNDATION EXISTING SMI c�e-[ c4ion Sh A4 C �- A-too [oc'a-�ec� ins;de ,cacti I�dro� A-200 Floor Plans 2 AAA iMnnjCd(0_4C(y each load-w6m en�rQ-n-� First Floor Plan 1 Basement Floor Plan Loi++ i o 101 b�- 2 Scale: 1/4" = V-0�� SCALE:As Noted Scale: 1/4 - 1 -0 A- 1 00 © 2024 KdC Architecture All Rights Reserved I i Issue Date: Set: 5/11/21 Design Revisions 6/23/21 EN Consultant Review 7/21/21 TO ENGINEER 9/21/21 Preliminary Pricing 1/10/22 Structural Engineer 1/25/22 Structural Engineer 77 4/2/24 Building Permit - I : , ' EXISTING CEDAR SHINGLE , G E ROOFING T E O REMAIN TYP. II' ( ) , . I ' I I - - - - - 1 - ,' - I I I - II I : I - � ii - - '- I I I I I r I I I I EXISTING CEDAR SHINGLE , - . - MAI TY - - RO OFING TO REMAIN R ( ) .-- - - if I , - :. , , : - I �I . .- I -1: . FL i _ - - -- - - - - - I - - - - I - - - i= 1 -. t , D A E R Fz -- - I I I I C i'l , , , ti ; - I I I - 5 I I : I I I I Ii I I I I I IrI- - - - ` '� t11\�` . ca , � I I I �I - - - -- -_— - — -- — �` �1 I I I NEW PERGOL A I 1 0 I i ( I! I I li I �� I I I BEYOND , I : I I I I I . I C i EW CEDAR: .�� N C R SHINGLE IDI i I A A :. _ SIDING TYP. A A O A 8 1 I 4 ' � iI NEW CEDAR TRIM TO I y ' � ,• NEW CEDAR SHINGLE SIDING TYP. I I ( ) II ; MATCH BARN TYP. O ( ) IE F NE I� I : I - - — -II I I I I I I I II 1 I i I 11 I I I i � i !i , � 7 �I I 1 i I III � I i _ I NEW CEDAR SHINGLE I NEW CEDAR TRIM TO MATCH II I SIDING TYP. LjiI BARN TYP. t : ( ) ­­­-�� F I 'LJ 'I LI : I I - 7 ::: -1I !: : '� � I I II I I � I I IT I I ii­­ � �� i I I -- -- I - -- I - -, - I I, '' I � I � I ; I � I ' I I j I I I I I I' I I I I ; , I I Ir Drawing Legend: ; I , I 4- -- - - - I - - - - - -I Wall T BeI - - - - - - o Removed I 1 I II I I I -- I I I�� i f i' Existin Wall To Remain III II' I 9 I I l� i — I r NEW CEDAR TRIM TO MATCH . - I New Wall I I BARN TYP. f I I I I A ( ) A ; A I I A A B I I I I Ii FT - IF I �I I I i r � . Ex stin P.C. II I' II 9 I I - j, 1 : I 1 , � � : L : : ! ! : I C. Wa I T ' � 'I , : I 1 I I1 I I I � ! i ! New e P.C.Foundation Wall I ; I II I I a s I I - - II I ; ; ! : , I : , II I- - I I- - 1I T I I EXIST.RETAINING WALL ' I I : Existing M 9 C U Foundation Wall I I I i I � Iif 1 New CM Foundation I U ounda on Wall _. _ '� �:-� :E I . - ------- Lines Above , I I ,� -- - I I I -- -. - - I Lines Below -------- Guidelines — I ; I I I I I ,I I I I I' l I. . S DoorTag WALL SCONCE BY OWNER, COORD.LOCATION OF BLOCK& 101 Window Tag WIRING w/OWNER Section X Sheet A-XXX Elevation - West Elevation - South �'� Detail Tag 1 Scale: 1/4" = 1'-0" 2 Scale: 1/4" = 1'-0" 0 Elevation Tag x x Axxx x Interior Elevation Tag EXIST.CHIMNEYTO REMAIN.VERIFY x HEIGHT COMPLIES WITH NYS CODE NEW STUCCO FINISH AT EXIST.CHIMNEY EXIST.CHIMNEY TO REMAIN.VERIFY �— HEIGHT COMPLIES WITH NYS CODE u.. NEW STUCCO FINISH AT EXIST.CHIMNEY �11 1�1`cLnler+deConciliis - I ARCHITECTURE -. : - i -- - ,. ., EXISTING CEDAR SHINGLE F , , , , / G ROOFING I - F TO REMAIN(TYP.) I I I I:. I 1 " - I" 1 - - - ! I 260 HORTON S LANE ; II I I I I LL. I - I I 1 I I - - - - I zz- 7r Z' , I I , - _- POST OFFICE BOX 1600 I 7 _ . . , - I SO T U HOLD NY 11971 I : I I I .- ! II . , EXISTING CEDAR SHINGLE ROOFING Tr' - - T MAIN TYP. . . 6 3 1 4 7 7 8 7 3 6 -. O RE ( ) I,� I - _ kdcar chItecture . m co I I I •I II I I I I I ; , - 1 i - 1 NEW CEDAR TRI i,I I :: , M(TYp,) NEW HALF-ROUND COPPER I I I I I r, ! I Ii I I I - - GUTTERS&DOWNSPOUTS _ _ _ - -- - - - - - I I NEW PERGOLA 1 I.. --------- - - - _ � - I - - I I I I NEW GUTTER ABOVE PERGOLA TO - - I GU I A A A - �— NEW CEDAR SHINGLE SIDING TYP. TURN CORNER ( ) I I CO I = _ I, - - I NEW CEDAR SHINGLE (DING TYP.C G S ( ) I �r` I I - - - - I 3 I cK n - _I I ea d ---NEW CEDAR TRIM ; I I --I TO MATCH i BARN YP.T I , ( ) I !i - I , I I I ' - - i - I Goldman I - _ T I P UMB. E 7 I L N I ■ 1 I , I i - CONF.LOC.IN FIELD I I W/'OWNER I I I 1 I - - Residence _- --- ------ e I I - - - . iii i O - - - - IILi . . I _ - I I OUTDOOR SHOWER --- -- - - -----I---------- -- - -- - ----- --- 100 Salt Marsh Lane ICONr-LOC.IN FIELD : I PeconIC, NY 11958 . W/ WNER I 0 a . -II - 'I I I I - --r, 2 z Ed I I F 1 1 1 11 � , . 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EXISTING RETAINING WALL COORD.LOCATION OF BLOCK& FOOT WASH I WIRING w/OWNER I I +WINDOW SCALE:As Noted 3 Elevation - East 77 Scale: 1/4" = 1'-0" A-200 © 2024 KdC Architecture All Rights Reserved I I Issue Date: Set: 4/2/24,,Q% Building Permit 4/30/24' Construction Set Q� `5/23/24 Building Permit Rev. q EXIST.ROOF TO REMAIN _ T.O.EXIST.RIDGE(V.I.F.) 12 +/-8 NEW OPEN PERGOLA ATTIC ; eREDq � c EXIST. 1 1/2"x 4 1/2"CJ TO REMAIN T.O.EXIST.PLATE - - - - - - - - - - - - - - - - - - - - - - - - - - - - -.- - - NEW PERGOLA BEAM NEW OPEN PERGOLA 48a2 �` JOISTS Q� ¢� NEW O TMAIN BEDROOM 1 TYPICAL WALL CONSTRUCTION: -a" NEW FINISH FLOOR -CEDAR SHINGLE SIDING -"SLICKER MAX" RAINSCREEN (BY BENJAMIN OBDYKE) To.DECK _ _ _ _ _ _ _ _ _ _ _ _ _ _ To.EXIST.sUBFLOOR -"HYDROGAP SA" DRAINABLE HOUSEWRAP(BENJAMIN OBDYKE) Drawing Legend: -- — — —-— — EXISTING FLOOR JOISTS — 0" K - 1.5"ZIP INSULATED SHEATHING (R-6) — —_ —_ —_ —_ —_ Wall To Be Removed _ - EXIST. 2X4 WOOD STUDS (W/NEW MINERAL WOOL INSULATION R-15) „ Existing Wall To Remain III IIII—III ill IIII—IIIIIIII—IIII I I IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII=IIII —IIII 111� IIII—IIII IIIIIIIIIIIIIIIIIIII— I -5/8 PAINTED GWB _ EXPOSED DE a OF FLOOR SYSTEM New Wll Existing P.C.Foundation Wall New P.C.Foundation Wall _ BEDROOM 1 9 TYPICAL FOUNDATION WALL Existing CMU Foundation Wall c_n -STUCCO FINISH (ABOVE GRADE) COLOR T.B.S. New CMU Foundation Wall _ W X _ - EXIST. CMU BLOCK FOUNDATION WALL Ab -2"C.C. SPRAY FOAM INSULATION ——————— LI nes ove VERIFY EXISTING P.C.SLAB ELEVATION— = -2X4 WOOD STUDS(W/ MINERAL WOOL INSULATION R-15) ---- Lines Below — EXIST.P.C.SLAB _ _ FQQTING DEH�N F�ELp .— T.O. XISTING SLAB - 5/8" PAINTED GWB — — — — — — PS -T-9 1/4" \t- —-------- Guidelines I I � IIII III IIII III IIII ,I III 101 Door Tag I I 101 Window Tag I 1 I _ EE ! _ = Section X mac_ SheetA-XXX IIII=IIII—IIIIIIII=IIII—IIII IIIIIIIIIIIIIIII=IIII IIIIIIIII!II—IIIIIIIIIIII=IIII=IIII=IIIIIIII=IIIIIIIIIIIIIIIIIIII—IIII=IIIIIIII=IIIIIIII—IIII IIII IIII IIII IIII it Detail Tag 1 Building Section Elevation Tag Scale: 1/4" = 1'-0" x xOx Interior Elevation Tag x T.O.EXIST.RIDGE(V.I.F.) - - - - — — ---- --- - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - -.- - - - - 17--35/8" -t 12 \ +/-8 � \ Kramer+deConciliis / \ ARCHITECTURE TYPICAL ROOF CONSTRUCTION: - EXIST. CEDAR SHINGLE ROOFING ON 'CEDAR BREATHER' - EXIST. VAPOR PERMEABLE UNDERLAYMENT SISTER EXISTING ROOF RAFTERS\R\� - EXIST. 5/8"APA RATED PLYWOOD SHEATHING 2 60 H O R T O N S L A N E j REF.STRUCTURAL PLANS ��j� - EXIST. ROOF RAFTERS (SEE STRUCTURAL) (W/NEW C.C. SPRAY FOAM POST OFFICE B O x 1 6 0 0 R INSULATION R-49) `s SOUTHOLD, NY 11971 ATTIC \ \ NEW OPEN FERGOLA 6 3 1 - 4 7 7 - 8 7 3 6 NEW FLUSH/UPSET HEADER kdcarchitecture . com TECO ALL FLUSH CONNECTIONS \ EXISTING 1 1/2"x 4 1/2"CLG JOISTS EXISTING 1 1/2"x 4 1/2"CLG JOISTSIV T.O.EXIST. PLATE NEW HEADER NEW HEADER NEW PERGOLA BEAM KITCHEN GREAT ROOM M O STSPEN PERGOLA c �o LO o iilicKeand NEW FINISH FLOOR T.O.EXIST.SUBFLOOR o" Goldman -- —-— —-— — — — — _ — —-— — — — — — — — —.—. T.O.DECK EXISTING 2X8 FLOOR JOISTS EXISTING 2X8 FLOOR JOISTS NEW DECK JOISTS -2 1/2— Residence" \L 100 Salt Marsh Lane EXPOSED UNDERSIDE —IIII III 1= I I�—III( I I—IIII—IIII I heconic, NY 11958 OF FLOOR SYSTEM = —_ =-A_ _ (EXCEPT AT MECH.) — ! i- _ NEW FLUSH GIRDER W LAUNDRY MECHANICAL = _ 0 = ==1M(IIII !I _ a = =NEW 4"P.C.SLAB= _ -w/6x6 W1.4xW1.4 W.W.M. IIII=IIII I I _ _ NEW P.C.SLAB I jj T.O.EXIST. SLAB Building Sections EITINGi.i.SLAB ��� —IIII —IIII ! ,I IIII— i it li—III II i - - 4 BASEMENT SLAB CONSTRUCTION: =IIII=IIII IIII--IIIIIIIIIIIIIIII—IIII IIII IIII=IIII IIII—IIII !IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII=IIII IIIIIIII=IIII=IIIIIIII=IIII I IIIIIIIIIIIII!11IIII—IIII 1 POUREDCONCRETESLAB -6 ML POLY VAPOR RETARDER -2" RIGID INSULATION (25 PSI MIN, COMP. STRENGTH)(R-10) SCALE:As Noted -EXIST. 4" P.C.SLAB 2 Building Section Scale: 1/4" = 1'-0" A-300 © 2024 KdC Architecture All Rights Reserved I Issue Date: Set: 4/2/24 Building Permit 4/30/24 Construction Set 5/23/24 Building Permit Rev. 2 <-300 � �p ARCh,�T KRA A-300 f`) u � NEW PERGOLA POST SET ON 12" GQQ GP SONOTUBE W/4#4 REBAR W/#3 STIRRUPS @ 6"OC,36"COVER MIN.,TYP. 0 G`O�P�'� G`O�P�'� �S� 02 r-•T-- --r--f--r--T- --T--- --r- --,--r- --I--T-� O 5 QOO�05� OF NAG EXISTING 1 -- J--�- - -- - --�- -�- _ --I NEW 2X12 P.T.STRINGERS RETAINING WALL I t I I I I I I t -� I t - @ 16"O.C. `O \ �Q�66 -J--1---1--L-1-J-- --L--U-- --L- --�- r - -NEW 4 P.T-2X12-PERGOLA HDR . (3)2X8 P.T.FLUSH GIRDER ��_;/r — (3)2X8 P.T.FLUSH GIRDER I I HD HD HD I I W 2X8 CLR WD JOISTS ! W NEW 2X8 CLR WD JOISTS ! w NEW 2X8 CLR WD JOIST I�I EW�2�JC14HDR x x' ' ° yG2�osa 0 0 �P�G� III 9 9 Y I c I I Drawing Legend: - p CL o: Ir— --- ---- VERIFY EXIST.FOOTING DEPTH o UO H 1 ❑i I EXI T.CJ I `'��'y I W I aw �O�pl I _ w o I s I A-1 t`m 00 I t XI I I a �''Ci I N 1 N Q C>�' I Li " - _ - _ - Wall To Be Removed IN,300 I N ' t A-300 �I I; I �N Fy N N S�JG Cll Existing Wall To Remain - I N v ( 3 I I EX.1.5 X 4.5"R.R.TO REMAIN EX.1.5 X 4.5"R.R.TO MAI I I�! I a I cr I I New Wall W, I Z° UP i' ( NEW 2X8 P.T.LEDGER SECURED w/0.22x5 SIMPSON z i II Iv 13 I 3 (I Existing P.C.Foundation Wall SDWS SCREWS AT 16"O.C.(TYR) I I w I w II ._ _ _ ._ _. ._ I w New P.C.Foundation Wall I FLASHING AS REQ. t I'\\ I 3 — —NFaAl�_ 44-1/4'�VL-w�'-X1V1Sn.P TES z NEW(3)9 1/2'L L MIN.(UPSET) II I' L —— y•. " �> — Existing CMU Foundation Wall j.. N - or NE W8X28 w/4"X4"X7/4"COLUMNNS _P� New CMU Foundation Wall EXIST 2X8 F.J. W s� w y 2� Z ti ------- Lines Above ❑ 24"LENGTH OF BLOCK,BE W COLUMNS,TO HAVE �c1 LL Gci �0 Q (1)#5 REBAR IN EACH CELL&GROUT SOLID, ` 1\. Z 1 p O g Q `l U. r TYP.AT ALL POINT LOADS i' t\ LL W /J 1 O, 'X, Q 5�J s'�' Q z w \ p0 ----------- Lines Below J O A0411 n,�'p O Guidelines O z� O � � •�.-»���� q`�\.max ,� �-.�.� ;�� - - - � a2a� � 101 Door Tag F EXISTING C rn LL 3 RETAINING WALL a LL W OPEN SHELVING { X SW X O z EXIST.2X4 EXT.WALL FRAMING 101 Window Tag C N I -- N ; O� TO REMAIN J ` -r -- z X Section X, CONTROLS TYPICAL NEW STL.COLUMN - ►- ®® tY r NEW WO.D.PIPE COL. tY 1 N LO � SheetA-XXX _ SET ON 30"x30"x12"P.C. OW ❑I I MASONRY FOOTING(TYR) - _ _� .� I 00 W w z ❑ x U. wl I MOUNTED I LL I� 00 1===== - LIGN N a Detail Tag J I REMOVE EXIST. I I J \ I, I EW148 CEILING JOI I w m r• I I I I I I I I I , HD ` i lW w___-_ _ _ _______ _ w> JOIST HANGER 'I I __ _ _ __ LOCUST POSTi - LIG I a to 3 1118"LVL UPSET HEADERR CE STING GI DER %:J I ! LIGN w I I ) II ( ) VI a SW 9 w/ EW SH GIR ER I `' W (3)9a/ L11PS Z O Elevation Ta �( -+-- -+-- - �. x ��,- � BOTTOM I EW 3 - /4"LVL FLUSH GIRDE EW 3 7 1 4s-FitUS IRD '� .. r,._I_ "" " """"" z L2S -_...._®'"" p -----" � - ` x _I- -WR.HEAD -- _ _ I _ __ ___ ___ _ HD � I ISW� I i � ., „� I 1 I! � � 1 z x Axxx x Interior Elevation Tag RAILINGS AS PER � 1 t I Q O NYS CODE 11 I - g _ x _-_-- - X LINE, IN I I — r W I — SHWR.HEAD y+ ap ( 1-w: x +�ae�e m sum ae I I I Ix I�-- — HD I '� / 11 Q OUTDOOR I�-- SHOWER o O 1 1 2 I I I 200 LC _ j�_� STAI�tAS � I♦ -- +tx z i 1 I I I U. X —I—I N II ^� Q co CE _, I I I ,—I I LLw F i-- -+1-I---�{ C DE--- --� f- IF-- m I N )IV 43)2X$'i SH GI DP�R t y I I-- I ' X ! '� - X ❑ y o ' I ' ' ' '� Kramer+deConciliis �----- W I L - I I w = X I I r - , I I- 1 LL i 1 F-- I LL W 1 Z I iJ i I ,X�,N ` �! ARCHITECTURE / -------- -------- I t I I I I N 1 1 Ln X I ` I ' I z y t t o LO � 1 W I I I N I w I w j 260 HORTONS LANE L---- ,, CMPOST OFFICE BOX 1600 -- __ SOUTH L NY 11971 2)7 1/4 LVL FL.HDR _- -- � _ ( (2)7 1/4 LVL FL.HDR (2)7 1/4 LVL FL.HDR I 114 LVL FL.HDR (2)7 114 LVL FL.HDR I NE TYPICAL CONNECTION NEW&EXSITING FOlNDATION I - ( W-(2)2X8FiDR NEWTZ)2X8HDR N'E D W-(2r2JC8-FID ( NEWj2)2X81iDR NEWj'Z)-ZX8-HDR I 6 3 1 - 4 7 7 - 8 7 3 6 PROVIDE#5 REBAR DOWELS @ 16"O.C. I I I I I kdcarchltecture . com 24"LONG w/6"MIN.EMBEDMENT I XISTING CMU FOUNDATION WALL I I GROUT SOLID(TYR) - - I EXIST.STAIR TO BE REMOVED- f-T-T-T-T-T-T-T-T-T-T-T-T- I \ I I I ( I I I I EXIST.STAIR TO BE REMOVED- NEW(2)2X8 FLOOR JOISTS I I I I I I I @ 16"O.C. I I I I I I I I I I I I I �i I NEW(2)2X8 FLOOR JOISTS I I I I I I I I I I I I I I I I I I I I I I I I i @ 16"O.C. I I I I \ I I I I I I I I NEW CMU FND.WALL I I I I I I I I I I I I I -NEW SOLID GROUTED CMU FND.WALL w/#5 VERTREBAR @ 16"O.C. JOINT REINFORCING EVERY OTHER COURSE I I -DOWEL OINTO #5BA S@16DATION&FOOTING ------------------------- J i�c�Cean I - � w/24"LONG#5 BARS @ 16"O.C. I I d L-------------- ---------- 6"EMBEDMENT MIN.-EPDXY IN PLACE,(TYR) EEXIST.STAIR TO BE LINE OF EXISTING WOOD DECK EXIST.STAIR TO BE LINE OF EXISTING WOOD DECK Goldman REMOVED TO BE REMOVED REMOVED TO BE REMOVED Residence NOTES: 100 Salt Marsh Lane 1. 2-2X8 MIN. HEADER PeCOniC, NY 11958 2. HD-SIMPSON HDU2-SDS2.5 HOLD DOWN 3. SW-SHEAR WALL- PROVIDE 1/2" PLYWOOD SHEATHING FULL HEIGHT OF WALL-ONE SIDE 1 First Floor Framing Plan 2 Roof FramingPlan Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" Framing Plans SCALE:As Noted S- 100 © 2024 KdC Architecture All Rights Reserved 2 A-300 2 'cETAED AIR A-900 �' •(l K ANEW PERGOLA POST SET ON 12' PQ t:Pc x / SONOTUSE WN RA REBAR W/B3 _ t STIRRUPS a 6-OC.36'COVER MIN.,TYP E � y4 s 0pz 9T yO� NEW 2Xt2 AT STRINGERS ,p1• C� ¢� OF Nt'. E%ISTINO� - ��-- - -- - - --L- -- - - --L- --�- A16'O.G U TAINNG WALL r r lf° ' -J--L-1--L-J.-1<- --L_1-J--L-1--L �'\ � 11p, '.NEW A P.T.)% -•. -..._ •—•—• •—• I I �� �� W1217XfD' 2xe CUR WD MISTS r NEW2Xe cCURWDM1S IEW D(6 G.R N'D OS ill P.T.FLUSH GIRDER \,,,; (3) 11 Hp 1 i—VERIFY EI(IST.FOOTING DEPTH Drawing LeOenD III li A-300 x j .-' >� .�• I � A-300 - I n® EI I Ii o Easmow.Te Rk,vm Q I EL 1.5X&r ILM TO REMAIN EX.1.5%A.9"RR TO 1 y 4_ 0 Ne•Wel UP NEW2X6P.T LED GER SECURED w.'022-4SIMPSON EaeIeNPL.FawpaEmwM ( SOWS SCREWSAT 16'0 C.(TYR) 1 I 1 C �„ FLASHI--AG RFO I IIL9Y(])91fC FL MIN.(UPSET) ; Z 0 Hew PL.Fw,6dan VM '—'—... •—————.—.-- .—.—.—....—•—• —NLYWj N4-LV_Lr1 /71p•JtA.Y TJi6-—T r---------I M­"CMuUFmw,oftll SXB - 2c•LENGTH OF BLOCK,BEL COLUMNS.TO HAVE 71 (1)05 REBAR IN EACH CELL SGROL/r SOLXI, TYP.AT All POINT LOADS i ♦ v a 3a -Ao m to Door p r ExlsnrrG o•Fxx 9xavHc '. .... *p 1 RETAINING WALL n LLoi EX ST 2%KE WALL WII1 FRAMING O dOw TaS f TO REMAIN �� CaNjBdD/,n - —TYPIGL NEW STL.COLUMN C�— -1(° I SS9 X, �• \'�� NEW 3'OD.FPE COL �� _ R •! BET ON LL \ pVYEA _ )�LIA.90NRI' FOOTING(TYR) - I I� � .'f 11 - + Dalai!T RMOUNTED REMOVE EXIST it �• EW p JOIST HANGER JF GN LOCUST POST____ 1 l,. 1 /�k�, EE% nn+ 1 I EW'J))�Il'LVLFWSH GI DE (1)i1 —• �V ry+F •EWTJ19.1M LV +N -A-iGN; 1Ii S. t3)1iR"LVL UPSET HEADER 4> Ekvelbn-B HO N BOTTOM .— ._ Y r \ li MM.CARDER �16"D -__-- _-___-_---- X a I _� -SW I EkvafOn Tag 9rrMl HEAD 1\I RAIL COD NO I NVS CODE rKerbr _ -__-- 1 I i !� 1 i IIFh --A -- SHOWER 1 I 6TAIRA9 I I --_PER Nv x IF-- 9 Q 2 II LL3 IF CODE_-----i _ - 't t¢S, xARau>�� BR anL1�L iF � � ii ' ii 7 it �ig7 IF ��' --- -„ 11 I --�i �� '_ Kramer.deConcihis n W - I � h HORTONS LANE POST Of FICE BO%1600 - --- --�---'- - -"- - -- --- - - SO UTHOI D, NY 111)I MTU4LVLFL.HDR mit L (21 (2)T IN,LVL FL ISIR (2) 1p LVL FL NDN i NET►12(S%f7BM RETry2J1Xe MR NEW(2)MHDR I NEWm2XBHDR I 6 3 1 -A ) )- B )3 6 TVI'ICAL PROVIDEC O . UNDATION FSNRO NEWSE%SITING FO WELS4pi6OG. ( —i-----------EXISTING k C c a r c n I t e c I u r e c a m CMU FOUNDATION WALL ]A'LONG W S-MIN.EMBEDMENT I GROUT SOLID(TYP) T-T-T( T-T- - - - - - T-T-T-T-T-T-T-T-T-T-T-T-T-2 NEW 12)1J[6 FLOOR JOISTS 1 I i I 1 I I I I I I F EXIST.STAIR TO BE REMOVED- I I I I I I I I I I I I I ! ---EXIST STAIR TO RF RENOVED- I { I i l l l l l l l l l l ($te a.G I I I I I I I I I I I I I I I aIS'D.CC. FLOOR JOISTS I 1 I \I I I I I I I I M Dr WALLI I 1 I I I I I I I I I I f( -NEW SOLID GROUTED CMU FND.WALL -1-1_1-1- /fI I wW a5 VERTRESAR C 16.0 C. I I JOINT REINFORCING EVERY OTHER COURSE I I / -DOWEL INTO EXIST.FOUNDATIONS FOOTING I / I ------___ M 24'LONG BS BARS 911'O.C. / 6'EMBEDMENT MIN.-EPDXY N PLACE.(TW.) / c------------------------- McKeand EXIST.STAIR TO BE J ` —LINE OF EXISTING WOOD DECK REMOVED TO DE REMOVED EXIST.STAIR TO BE-SINE OF EXISTING WOOD DECK Goldman REMOVED TO BE REMOVED Residence NOTES- 100 Salt Marsh Lane 1.2.2X8 MIN.HEADER PeDOnic,NY 11958 2.HD-51MPSON HDU2-SD52.5 HOLD DOWN 3.SW-SHEAR WALL•PROVIDE 1/2•PLYWOOD SHEATHING FULL HEIGHT OF WALL-ONE SIDE i had GENERAL NOTES: Issue Date: Set: - FIRST FLOOR: REMOVE EXSITING FINISH FLOOR, 5/27/25 As Built REPLACE WITH NEW FINISH FLOOR - UNDERSIDE OF FIRST FLOOR SYSTEM TO BE LEFT E r' D f' EXPOSED EXCEPTAT MECHANICAL ROOM li,AY 2 7 2025 't�t�.tz of:etatlal� S 1j _r \S�ERED.gR RY L K C -4 4 2 4 2 F �Z4do2 -200 A-300 -200 A-300 OF NEW 14'-0 3/4" 21'-10 5/8" 10 EXISTING EXISTING 91 LINE OF WOOD STEPS&DECK ABOVE EQ POST EQ UP Drawing Legend: - - - - - EXISTING RETAINING- I I I Wall To Be Removed WALLI------------------ -------------------I i '_ - - - - - - I r ------------------------------� I I —� Existing Wall To Remain _ - - -- -- -- - - [�•�� New Wall - - ram, Existing P.C.Foundation Wall New P.C.Foundation Wall _ 3"1 Existing CMU Foundation Wall 1 i M _ WOOD DECK -- - — — - -- N New CMU Foundation Wall -- -- - _- -_ -- A-301 __--� I I A-300 �, -- - ( MAIN BEDROOM - -- - -- -r bo ------- Lines Above I-A9 I' i• 1 II\ -- - - - - - -- -- Lines Below - - -- - - - UP 13 i I ,z Aaa, t it --- - -- --- - -- - ---- - --- - - Guidelines 3 1/2" 3 1/2" -- -- -- -- -- -- 0' L` N A-402 14 -- r .- I II - _ -- — -- -- 101 Door Tag co 15 L-- -'v�l y. , f v'/ --- ----- - Ta o Window Tag + M 11'-7 1/2" -6 3!4' EQ. EQ. f BEDROOM 1 /y STORAGE Q MECHANICAL 31/2' TOR ¢� o I71 zx LOG Section X c4j M , r 11 T-10" 31/2" T-1 1/2" 51/ ' 3'-1 1/2" '.n „ Sheet A-XXX 1„ 18 8 3/4" m + % ry 1 1/2' 3 1/2" 3 1/2" EXISTING * ____� � +^*� - Cl) XX Detail Tag ' RETAINING WALL 0—HEARTH AS PER LIVING ROOM 3'8 1/8" 3 1/T" 10'-7 1/4" 31 3'-10 3/8' y 1 HALF WALL x 00 _ NYS CODE OPEN SHELVING _ L0 N ------- -"�--- xx Elevation Tag 12 ZN MI 1 MAINTAIN CLEARANCE x O FT 002 X o M -I-1{11 °II�I 1 i- N' - TO COMBUSTIBLES AS Q + ONTROLS N 00 ' — y Z r u � - _ 004 N } z ` �, ��, PER CODE(R1001.11) xOx Interior Elevation Tag F-Q d' A-402 2 13 M Z> _ Lj U) } \3 f I - O c7 z 00 ALIGN 11 i OW o i i z _J o0 ui o Q - LIGN c'1 , g a r x M _ ___ I �Qo �, , � zoo ,F I �==-__ g W I I o� O r- N 1= c�'o= —wHnl+NDeW - -I o - ---� -- --- --- 2�--cam O 2 N M N c�o o J _ LO�ET - 1s F' - --- ----- A ------- - - o o J O a ABOVE li I 3 m ------- --- 1 M ( O O O O O J O Q Q I , Q O � BATH �, I I ALIG - M X Q I'= Q m I� I p J J cj I , RAILINGS AS PER �I z o J N M X z0W I I io M 14 I z0Lu �Z� It (I 14 LIGN 3 r" = Q w ss O I I _ O,d 3 I = I W i NYS CODE ?,d z --- s a I— _ I i u' 006 1h -.I 7 _ -8='11T4'"..I I-_a -3 1 2" �`-�'�/9" IiN _--, �--- _ -- _----- -------- --- ici X Z HWR.HEAD ■ OO1'N I I M STORAGE zo IIM ( ( N W M I I l _ 1 1 II CV t N - m RAILINGS AS PER � _ r', I I � � 1 1 PANTR`¢ I M I M NYS CODE - - LINE AIN I ( I! I -T __ __ Kramer+de Conciliis SHWR HEAD W �". a n- r� I W HER Ie I B l 1 I -- I . SHOWER ( I r U ARCHITECTURE RK ROOM 10'-10" 3'16 14" 5 1/ "-3'-6 3/4"-3 1/ " T-2" 3 1/2" T-3 3/4" --31i OUTDOO III R MAIN BATH I b a i I I SHOWER s ( I I ( r i 3 1/2" 3 1/2'— c+t DYER_ 't, s I I dt STAIR AS LAUNDRY I e A-ao1 e ( I STAIR AS I N I I IF v 260 HORTONS LANE + 12"I _T aMo PER NYS a - I F-- O f DEEP 3 A-aoz e CODE -- 5'-1 1/4" 3 1!2" N 6'-2 7/8" ( CODE iF - POST OFFICE B O X 1 6 0 0 LOW O N M I REF. I I I ( �i � 1z A-aaz 10 If-- M N SOUTHOLD, NY 11971 t- CAB TABLE TT UP 4 A-403 z C? CM 4 A-401 z ( DN HALF WALL -s 6 3 1 - 4 7 7 - 8 7 3 6 — tt O FOOT WASH O I -- —^O '-- - 3'x s' _I-� 3 -- I STATION + 3 1/2" +/-11'-7 5/8" 3 ( �3 1/2" T_7" 3 1 2" ( � I I 1 1 15'6 3/4" 3 /T" k d c a r c h i t e c t u r e . c o m CLOSSTOET E ENTRY N — I © `�' M STAIRCASE s I q L ao I I I -.• I I N I KITCHEN/DINING M / i M �, ® I ( A-400 I I f l DW L _ ---- V -- ----- ----- I i I STOOP I- - - Z uj> A-soo zSLU > z r- -T-T-T-T- - - z o z o ' McKeand o > I c T T C9 c9 EXIST.STAIR TO BE REMOVED- O O I I I I I I I I I -' W I NEW(T)2X8 FLOOR JOISTS Q_m ( i �\ i i ( J Im I I I ¢ Q m I NEW(2)2X8 FLOOR JOISTS J¢ W J J W I Q W EXIST.STAIR TO BE REMOVED- co I I I I i I I I I ► I I I I I I I I i i I I I ► I @1s"o.c. Goldman Residence 3'-11" 6'-4 5/8" 7'-8" 7'-8" 6'-4 5/8" 3'-11" I 3' 11" 6'-4 5/8" 7'-8" r 7'-8" 6'-4 5/8" 3' 11" i 100 Salt Marsh Lane EQ. L----------EQ---------------- EQ. L----------EQ------- _-----__ Peconic, NY 11958 LINE OF EXISTING WOOD DECK LINE OF EXISTING WOOD DECK EXIST.STAIR TO BE EXIST.STAIR TO BE REMOVED 36-11 3/8" TO BE REMOVED REMOVED TO BE REMOVED 35'-11 3/8" EXISTING FOUNDATION EXISTING A-200 A-200 Floor Plans 2 2 ' V 2 First Floor Plan 1 Basement Floor Plan Scale. 1/4 = 1 -0 \1 Scale: 1/4" = 1'-0" SCALE:As Noted A- 1 00 © 2024 KdC Architecture All Rights Reserved i Issue Date: Set: 5/27/25 As Built --------EXISTING CEDAR SHINGLE ROOFING TO REMAIN(TYP.) i EXISTING CEDAR SHINGLE— ROOFING TO REMAIN(TYP.) ' ,J�EFtED gRcy �a L KR 9 �� NEW CEDAR TRIM TO B A ® A A A q q NEW CEDAR SHINGLE SIDING(TYP.) C ?4802 0 MATCH BARN(TYR) � NEW CEDAR SHINGLE SIDING(TYP.) ` OF NEW� NEW CEDAR SHINGLE NEW CEDAR TRIM TO MATCH SIDING(TYR) BARN(TYP.) Drawina Legend: s - - - - - .— Wall To Be Removed Existing Wall To Remain NEW CEDAR TRIM TO MATCH New Wall A B BARN(TYP.) A A A A (�— Existing P.C.Foundation Wall FYIIY► 1 7 -1 New P.C.Foundation Wall 1O EXIST.RETAINING WALL Existing CMU Foundation Wall LU New CMU Foundation Wall i —————- Lines Above ------ Lines Below — — — - Guidelines tot Door Tag WALL SCONCE BY OWNER, COORD.LOCATION OF BLOCK& 1ot Window Tag WIRING w/OWNER - Section Sheet A-XXX &S' levation - West Elevation - South x Detail Tag cale: 1/4" = V-0" 2 Scale: 1/4" = 11-0" xz x xx Elevation Tag x xOx Interior Elevation Tag EXIST.CHIMNEY TO REMAIN.VERIFY x HEIGHT COMPLIES WITH NYS CODE NEW STUCCO FINISH AT EXIST.CHIMNEY EXIST.CHIMNEY TO REMAIN.VERIFY HEIGHT COMPLIES WITH NYS CODE NEW STUCCO FINISH AT EXIST.CHIMNEY Kramer,deConciliis ARCHITECTURE EXISTING CEDAR SHINGLE ROOFING TO REMAIN(TYP.) 260 HORTONS LANE POST OFFICE BOX 1600 „ SOUTHOLD, NY 11971 EXISTING CEDAR SHINGLE ROOFING TO REMAIN(TYP.) 6 3 1 - 4 7 7 - 8 7 3 6 kdcarchltecture . com NEW CEDAR TRIM(TYR) HALF-ROUND PP GUTTER - - - - A NEW ORNECOPPER GU A A NEW CEDAR SHINGLE SIDING TYP. TO TURN CORNER (TYP.) NEW ROUND COPPER DOWNSPOUT 3 McKeand NEW CEDAR SHINGLE SIDING TYP. NEW CEDAR TRIM TO MATCH BARN(TYP.) Goldman PLUMB.VENT; CONF.LOC. INFIELD W/OWNER Residence -- 100 Salt Marsh Lane OUTDOOR SHOWER; Peconic NY 11958 CONF.LOC.IN FIELD � o W/OWNER I 1 1 J 11 I 1 I II I 1 I FOOT HASH, II III I I Elevation - Noi lh �CONF.L IN FIELD 1 11 li I i I 4 W/OUVNER i i i III i Scale: 1/4" = 1 I-On !1----- JI I I I Building Elevations 1 I -----1 WALL SCONCE BY OWNER, C.L. EXISTING RETAINING WALL COORD. LOCATION OF BLOCK& WIRING w/OWNER FOOTWASH +WINDOW SCALE:As Noted 3 Elevation - East Scale: 1/4" = V-0" A-200 © 2024 KdC Architecture All Rights Reserved Issue Date: Set: 5/27/25 As Built EXIST.ROOF TO REMAIN T.O.EXIST.RIDGE(V.LF.) �f1 13'-4 1/8" +l 8 i G ATTIC EXIST. 1 1/2"x 4 1/2"CJ TO REM AIN ° _ T.O.EXIST.PLATE 7 11 1/2 $ I. k. cn i__ Lil tI �� 024802 � NEW��¢ ti- � 1[ 11 MAIN BEDROOM F`-T_1, TYPICAL WALL CONSTRUCTION: I - --;T NEW FINISH FLOOR -CEDAR SHINGLE SIDING -4„ 1 r i I T -"SLICKER MAX" RAINSCREEN (BY BENJAMIN OBDYKE) To.DECK 1. Drawing Legend: __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — ......T.O.ExIST_SUBFLOOR -"HYDROGAP SA" DRAINABLE HOUSEWRAP (BENJAMIN OBDYKE) — — — -- —.—. 1 - _ — — — — — — EXISTING FLOOR JOISTS _ _ - 1.5"ZIP INSULATED SHEATHING (R-6) - - - - WaIIToBeRemoved - EXIST. 2X4 WOOD STUDS (W/ NEW MINERAL WOOL INSULATION R-15) - I. UNDERSIDE--I 5/8" PAINTED GWB Existing Wall To Remain EXPOSED�I1 =1! II � � I �I � �� II IIIIIIIII—IIII IIIIIII ���� IIII—IIII IIII!�I—IIII � IIII �111=�I!1IIIIIII1�11I�I� III=�I OF FLOOR SYSTEM - = New Wall Existing P.C.Foundation Wall 1 J — New P.C.Foundation Wall BEDROOM 1 0 TYPICAL FOUNDATION WALL CONSTRUCTION: Existing CMU Foundation Wall D _ = I -STUCCO FINISH (ABOVE GRADE), COLOR T.B.S. w —I - EXIST. CMU BLOCK FOUNDATION WALL ( � , New CMU Foundation Wall _ -2" C.C. SPRAY FOAM INSULATION ---- Lines Above I I I _VERIFY EXISTING P.C.SLAB ELEVATION_ -2X4 WOOD STUDS (Wl MINERAL WOOL INSULATION R-15) ---- Lines Below EXIST.P.C.SLAB _ �FOOTLNG_DEPTHIIN FIELp I��� �� � — T.O.EXISTING SLAB " ------' —.� -5/8 PAINTED GWB -T-9 1/4' --------- Guidelines Door Ta g 101 Window Tag SectionX, Sheet A-XXX —IIII IIII II IIII IIII I IIII ( IIII IIII IIII IIII IIII II!I IIII Illl IIII IIII IIII IIII IIII IIII Illf IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII I IIII IIII IIII III! IIII IIII xz Detail Tag Building Section x 1 — xx Elevation Tag Scale: 1/4" = 1'-0" x x Axxx x Interior Elevation Tag x - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - -. T.O.EXIST.RIDGE(V.I.F.) /�r1 12 —� 17'-3 5/8" NEW 2 x 6 KNEE WALL +/-8 FROM PLATE TO RIDGE Kramer+deCondhis ARCHITECTURE t NEW 2 x 8s AT EACH RAFTER TYPICAL ROOF CONSTRUCTION: EXIST. CEDAR SHINGLE ROOFING ON 'CEDAR BREATHER' EXIST. VAPOR PERMEABLE UNDERLAYMENT / SISTER EXISTING ROOF RAFTERS o - EXIST. 5/8"APA RATED PLYWOOD SHEATHING 2 6 0 H o R T O N S L A N E / REF.STRUCTURAL PLANS` �iyF� �cR - EXIST. ROOF RAFTERS (SEE STRUCTURAL) (W/NEW C.C. SPRAY FOAM POST OFFICE BOX 1 6 0 0 \/ ATTIC 2k 10(16 gFr��s INSULATION R-49) S O U T H O L D, N Y 1 1 s 7 1 NEW FLUSH/UPSET HEADER / TECO ALL FLUSH CONNECTIOr IS k d c a r c I I t e c t u r e . c o m / EXISTING 1 1/2"x 4 1/2"CLG JOISTS EXISTING 1 1/2"x 4 1/2"CLG JOISTS _ TO BE REMOVED————_ _——__ T.O. EXIST. PLATE " NEW HEADER � I1 NEW _�� --I-�1T,IIT..tl---ii +1 - - - - - - - - - - - -- - - - - - - - - ��-111/2 H HEADER - -1 - li j II REAT KITCHEN ROOM C _C ( ( G , 'I r T I ! 7 II I � IVIcKeand NEW FINISH FLOOR I I T rl ! j 1 ' Goldman T.O.EXIST.SUBFLOOR II 0" X F I T — — - - - - - - - - - - - - - - - - - - - - - -EXISTING 2X8 FLOOR JOISTS EXISTING 2 8 FLOOR JOISTS S Residence NEW DECK; I T —� O S S 1 " \L-2 /2 100 Salt Marsh Lane I EXPOSED UNDERSIDE II IIII I II—IIII=i-IIIIIIIIIIIIIIIIIIIII1 OF FLOOR SYSTEM II'�- _ -- - P@COMIC, NY 11958 = (EXCEPT AT MECH.) d NEW FLUSH GIRDER _ 1- N U o — I LAUNDRY MECHANICAL , I boo o I= o ' a LA w/E6x6W1.4`W141W.W.M.1 j I NEW P.C.SLAB = I Building Sections TO.EXIS9'-634� —EXISTING P.C.SLAB = 111i= I I) 11 = III — IIII IIII �_ _ IIII—IIII IIII= ! = BASEMENT SLAB CONSTRUCTION: III= III= III= =III I I =III I —IIII I _ CONCRETE-6M PO YVAPORRTAR ER -2" RIGID INSULATION (25 PSI MIN. COMP. STRENGTH)(R-10) SCALE:As Noted - EXIST. 4" P.C.SLAB 2 Building Section Scale: 1/4" = 1'-0" A-300 © 2024 KdC Architecture All Rights Reserved i Issue Date: Set: 5/27/25 As Built 2 A-300 2 \s.�ERED qRc <-300 � g�L Kn,9,y'S% n NEW POST SET ON 12"SONOTUBE WA#4 * c REBAR W/#3 STIRRUPS @ 6"OC,36" N COVER MIN.,TYP. I I /-41 NEW 2X12 P.T,STRINGERSEXISTING I--I ---I-- --- --I-- ---I-- --- --I-- ---I--I�--- --I--I @ 16"O.C. RETAINING WALL �) y I (3)2X8 P.T.FLUSH GIRDER (3)2X8 P.T.FLUSH GIRDER + + HD HD HD HD II Y I - _ I' Drawina Leaend: VERIFY EXIST.FOOTING DEPTH 06 EXIST.CJ - - - - - - . Wall To Be Removed A-300 ------------------i a° N I A-300 I r II - - - - -' s 'i NI I ,IX. � apq — I `- N I �� Existin Wall To Remain N 1.5 X 4.5"R.R.TO REMAIN EX.1.5 X 4.5"R.R.TO MAI III New Wall UP I � I z III Existing P.C.Foundation Wall NEW 2X8 P.T.LEDGER SECURED w/0.22x5 SIMPSON z I I` SDWS SCREWS AT 16"O.C.(TYP.) I I New P.C.Foundation Wall I- i .. _ _ FLASHING AS REQ_,_,___. ,_._,_ _ _ _ _,� NEW(3)9 1l2'L L MIN.(UPSET) I\ NEW(2)11 1/4"LVL wl(2 1"X11"STL.PLATES I f L—_ ,(� •� ';1X '; k; `t' X\X x `.fin rk' t ------- - ----- -' - -___--"" — Existing CMU Foundation Wall or NE WBX28 w/4X4X1/4"COLUMNS _" - ----.- 1 77 7 New CMU Foundation Wall ! EXIST 2X8 F.J. X y ¢ ——————- Lines Above 24"LENGTH of BLOCK,BELOW COLUMNS,TO HAVE a\ z I (1)#5 REBAR IN EACH CELL&GROUT SOLID, s�• �a z w ----------- Lines Below TYP.AT ALL POINT LOADS X, u_ I ;i I-O' O Uj �Q- w O --------- Guidelines 3 I ! X"'� �< u `F�. °moo P0� o z� I� I �' LL 0 d �,�+� g ' Door Tag L) S EXISTING v> u_ X RETAINING WALL S X o W EXIST.2X4 EXT.WALL FRAMING 101 Window Tag OPEN SHELVING y> W - ___u � 00 3 TO REMAIN - - - (� �I HD I I z v w _x_- Section X, < TYPICAL NEW STL.COLUMN I (n CONTROLS �% ;, I X N x Sheet A-XXX >, ,> NEW 3"O.D.PIPE COL. r L,,—,— X cn O SET ON 30"x30"x12"P.C. o a� 118 xaco w o 0I�MASONRY ( ) �, I X =__ N a do1� Detail TaJ IOWwl I MOUNTED FOOTING TYP. I u_ �` ao LIGN + X0 z F X g ff JOIST HANGER HD I I` ( LI JOI I w X J I r------, ---, r---- -� ALIG REMOVE EXIST.---- I 1 III 11 d !@ ¢ I,N W l ! I LOCUST POST i 16"O -� I I CE X,STING GIRDER_ I l I I I I ! LIGN w N (3)16 LVL UPSET H W'�� VIEW(3)9�/ L PS z 0. SW OTTOM W xx Elevation Tag w/ EW SH GIR ER t _ i i x iz,_, - - - I - 1 ' I I - i --- i - EW 3)7' l4"LVLFLUSHGIFpDE E ' (3)71f4' R +p� _� —�. ... +� ----'`4�` } II + _. r ._—_r_-� �'--- --�- --- D� z x :zj SHVVR.HEAD I I POSTABOVE POST ABOVE _ SW `� I z x Axxx x Interior Elevation Tag R IL S S PER - - - - I I I I x NYS CODE f - _— SHWR.HEAD tD "=---LINE IN I I II ---� W — — I I I' � n �. mx smr 0: ---.— HD 11 CNI OUTDOOR n Q i l I I g ado r SHOWER _ _� ' IF-- I W 0 X — I I CM LL _ I I STAI AS II--- �L+� z 1I I I I � X - -T— N II--- "� �Q CIW I I —I—, I o z N -- --, _ C DE -- --, II -- '< c� I ( v I I I 1 00'3 IF- X r i N )20 SHGI D�R i X (f— I I y I I I �� II- •• X o , .____ W Kramer+deConcibis u� Cn - p ARCHITECTURE / ------� I00 �______� W R I j I II 1 I I w J I w 260 HORTONS LANE I I I I L__ - ( ( POST OFFICE BOX 1600 'XN I --- _ ---- - -- ---- -- - -- -- ram=_ -- . - _ S O U T H O L D, N Y 1 1 9 7 1 (2)7 1/4 LVL FL.HDR (2)7 1/4 LVL FL.HDR (2)7 114 LVL FL.HDR 1 (2)7 1/4 LVL FI HDR (2)7 1/4 LVL FL.HDR i NEW jZjZXBFiDR NEW-(2)2X8 H_R N'EW-(2)2X8-HDR i Nr=WrZy2XTHbR NEWj2r2X8*I R i 6 3 1 - 4 7 7 - 8 7 3 6 TYPICAL CONNECTION NEW&EXSITING FOUNDATION I I ( I k d c a r c h i t e c t u r e . c o m PROVIDE#5 REBAR DOWELS @ 16"O.C. I EXISTING CMU FOUNDATION WALL I I 24"LONG w/6"MIN.EMBEDMENT GROUT SOLID(TYP.) r— —T—T—TT--T—T— — — — — — I r—T—T—T—T—T—T—T—T—T—T—T—T—� I XIST.STAIR TO BE REMOVED- XIST.STAIR TO BE REMOVED- NEW(2)2X8 FLOOR JOISTS @ 16"O.C. I I I I I I I I I I I I I I NEW(2)2X8 FLOOR JOISTS I I I I I I I I I I I I I I I I I I I I I I I I I I @ 16"O.C. I I I I \ I I I I I I I NEW CMU FND.WALL I I I I I I I I I I I I I -NEW SOLID GROUTED CMU FND.WALL I w/#5 VERTREBAR @ 16"O.C. JOINT REINFORCING EVERY OTHER COURSE I I -DOWEL INTO EXIST.FOUNDATION&FOOTING I I I -------_ J w/24"LONG 6"EMBEDMENT MIN. @ 16"O.C.-EPDXY IN PLACE, L--------------------------J McKeand L-------------- --- MIN. (TYP.) LINE OF EXISTING WOOD DECK Goldman EXIST.STAIR TO BE EXIST.STAIR TO BE REMOVED TO BE REMOVED REMOVED LINE F EXISTING WOOD DECK TO BE REMOVED Residence NOTES: 100 Salt Marsh Lane 1. 2-2X8 MIN. HEADER PeCOniC, NY 11958 2. HD-SIMPSON HDU2-SDS2.5 HOLD DOWN 3. SW-SHEAR WALL- PROVIDE 1/2" PLYWOOD SHEATHING FULL HEIGHT OF WALL-ONE SIDE First Floor Framing Plan Roof Framing Plan 1 Scale: 1/4" = 1'-0" 2 Scale: 1/4" = 1'-0" Framing Plans SCALE:As Noted S- 100 © 2024 KdC Architecture All Rights Reserved