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�o�aoF soorya(o Town of Southold * * P.O. Box 1179 �o� 53095 Main Rd UNTl.Nct� Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47009 Date: 04/29/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND ALTERATION Location of Property: 2300 Hobart Rd Southold, NY 11971 SecBlock/Lot: 64.-3-5 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 12/16/2024 Pursuant to which Building Permit No. 51626 and dated: 02/11/2025 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 room (office) in the existing basement of an existing single-family dwelling as applied for. The certificate is issued to: Mark Schaefer,Ann Schaefer Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-24-0598 3/23/2026 ELECTRICAL CERTIFICATE: 51626 1/15/2026 PLUMBERS CERTIFICATION: All Points East Plurgbing & Inc O1/ /2026 I I A o ' d ign ure i souryo(o TOWN OF SOUTHOLD BUILDING DEPARTMENT %as • TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51626 Date: 02/11/2025 Permission is hereby granted to: Mark Schaefer 28 Orchard Farm Rd Port Washington, NY 11050 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD& Trustees approvals. Premises Located at: 2300 Hobart Rd, Southold, NY 11971 SCTM#64.-3-5 j Pursuant to application dated 12/16/2024 and approved by the Building Inspector. To expire on 02/11/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $745.50 CO-RESIDENTIAL $100.00 Total S845.50 ------------------------------ Building Inspector SO(/Tyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road y P.O.Box 1179 �Q Southold,New York 11971-0959 �lif'COUNTI BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Mark Schaefer Address: 2300 Hobart Rd City: Southold St: NY zip: 11971 Building Permit#: 51626 Section: 64 Block: 3 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Current Electrical & Lighting License No: 65941ME SITE DETAILS Office Use Only Commercial Indoor X Basement X Service X Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor X Hot Tub EV Charger New X Addition Attic Spa Generator Survey Mezzanine Garage Dock INVENTORY Service 1 ph X In-wall Heater Recpt 50 Ceiling Fixtures 2 Smoke Detectors 3 Pump Service 3 ph Hot Water GFCI Recpt 10 Wall Fixtures 8 CO Detectors 3 Heater Main Panel 200A A/C Condenser 2 Single Recpt RecessdFixtures 28 Combo Smoke/CO 2 Transformer Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 4 Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt 30A UC Lights Fridge 1 AutoCover ARC Blower Heads Switches 54 Pucks Lights Dishwasher 1 Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED Microwave Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust 13 Hood 1 Dehumidifier Other Equipment: 200A Panel 40 Circuit/34 Used Notes: Two Story House w/AS BUILT Partially Finished Basement Inspector Signature: Date: January 15, 2026 FUZ bvm Hall Annex ;: �/�=, Telephone(631)765-1802 54375 Main Road C :� �_.O.Box 1179' FF Southold,NY 11971-0959 ; , ,V BUILDING DEPARTMENT F E B 1 2 2026 :' TOWN OF SOUTHOLD CERTMCATION Date: Building Permit No. Owner. -f- (please print) Plumber. d 1 � i /la- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. r (Plumbers Signature) w-- Sworn to before me this day of �AAUWA-r- 20 Notary Public, ��TT�/� County SUSAN A.RUZO - N01gy Public,State of Newyork No.01 R16183459 Qualified in Sulfolk County Commission Expires March 17.20r.Z8' l I I �Ylo* �o��OF SOUTyO� -�------ - - - --_ TOWN OF SOUTHOLD BUILDING DEPT.. . 631-765-1802 INSPEC, ON [ ] 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: go4k P1vkloj'v-Lm v, pws5 vae,,5 -- OIL, DATE w�o?!Q-v'�S _ INSPECTOR rgso "2--3 00 TOWN OF 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 rl ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: o DATE INSPECTOR pF SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION ' [ ] FOUNDATION 1ST/ REBAR [ ] GH 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: lavim)c QVA41664:�3 ! r\C(O24� (01 N* � pi, N -� - 6-.-.0 1�02 w 0 j4lv� AA1 � hn y '? NA DATE INSPECTO OF SOUTyOIo �� # # TOW F SOUTHOLD BUILDING DEPT. 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: G' DATE S INSPECTOR a 50GlyOlo - -- - - -- * TOWN OF SOUTHOLD BUILDING DEPT. ^oy � 631-765-1802 �wy INSPECTION [ ] FOUNDATION 1 ST/ REBAR [YIRO GH PLBG. FOUNDATION 2ND [ LATION/CAULKING FRAMING /STRAPPING [ L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: 1 AMU4 (6) (,o-v�t b(4' fpAz,, . ,�"e I C mmlalo&, t - ft 1 v � fl r C toova "� I, 32� Db'A) Ftv v (o tic.. hom, C,Jt" �h DAUL/41 DATE , y INSPECTO s1 ,e 7 15 C H E.771 �=�:�� Gj ;� ► �` FF MA 2 3 2026 March 19, 2026 Town of Southold Building Department Main Road Southold, NY 11971 RE: Schaefer Home, 2300 Hobart Road I certify to the best of my ability that the changes made to the structural framing meet the 2025 New York Building code. pf NEy,r • No�fi� t BOARD CERTIFIED IN STRUCTURAL ENGINEERING JOSEPH Q�FISCHETTI.COM FIS.CHETTIENGINEERING.CGM 63 1 -765-2954 1 7Z5 HOBART ROAD SOUTI1-IOLD , NEw YORK 1 1 971 1 � L = E I 'T �`,, it 11 ; ,� Ns"_ ' . APR — 3 f' 1 2026 k s April3,.2026 r .� , Town of Southold 4 - Building Department Main Road Southold, NY 11971.,, ATT:Amanda' Y Dear Amanda, r. Attached is the completed basement plan.showing the Office room Also attached°is the'` Health Department final approval for the Certificate of Occupancy i. If you have any questions about this matter,please.do not hesitate to contact m' Jos h ;r a , 1 3 i 1 i ' s I I + Ii BOARD CERTI.FIED IN STRUCTURAL ENGINEERING JOSEPH@FISCHETTI..Dom FISCH.ETTIEN0.1N,EERINS.C13M 63 1 -765-21954 1 7 2 5 H O B A R T ROAD 5 O U,T H O L D , N E W Y O R K 1 1 97 1 17-1 Job: 2300 Hobart Road wrightsofta Load Short Form Date: 1/6/26 Entire House F E B 1 1 2026 By: Katelyn Maieski Home Energy Solutions Inc. ` 181 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project Information For: 2300 Hobart Road, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Semi-tight Design TD (°F) 64 9 Fireplaces 1 (Semi-tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °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 Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AH1_1st Floor 1131 26577 13771 760 760 AH2_2nd Floor 754 14616 8454 570 570 Entire House 1885 41193 22104 1330 1330 Other equip loads 4493 632 Equip. @ 1.00 RSM 22736 Latent cooling 3438 TOTALS I 1885 I 45686 I 26174 I 1330 I 1330 r I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrilghtscf[- 2026-Jan-0611:14:57 .der..., Right-Suite®Universal 2025 25.0.04 RSU55624 Page 1 ...slWrightsoft HVAC12300 Hobart Road_Southold.rup Calc=MA Front Door faces: N I - - wrightsoft� Load Short Form oac: sis Hobart Road AH1 1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 2300 Hobart Road, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Semi-tight Design TD ('F) 64 9 Fireplaces 1 (Semi-tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Burnham Make Rheem Trade BURNHAM BY U.S. BOILER Trade RHEEM Model X-205E Cond RA15AY24AJ1 N AHRI ref Hot Water Coil Coil RH2TY2417STANN AHRI ref Existing/Currently Installed Efficiency 84 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 140000 Btuh Sensible cooling 15960 Btuh Heating output 42974 Btuh Latent cooling 6840 Btuh Temperature rise 51 °F Total cooling 22800 Btuh Actual air flow 760 cfm Actual air flow 760 cfm Air flow factor 0.029 cfm/Btuh Air flow factor 0.055 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bath 1 130 4063 1761 116 97 Bedroom 1 271 5746 2421 164 134 Dining Room 143 2326 1083 67 60 Kitchen 160 3110 2887 89 159 Living Room 267 5876 3029 168 167 Mud Room 127 5272 2560 151 141 Pwdr Rm 34 184 29 5 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -+ wrightsoft- 2026-Jan-0611:14:57 .e..P., Right-Suite®Universal 2025 25.0.04 RSU55624 Page 2 /�i�1 ...s\Wrightsoft HVAC\2300 Hobart Road_Southold.rup Calc=MJ8 Front Door faces: N AH1_1st Floor 1131 26577 13771 760 760 Other equip loads 1852 260 Equip. @ 1.00 RSM 14031 Latent cooling 2331 TOTALS i 1131 I 28429 i 16362 i 760 I 760 I i Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - WrigghtsofV 2026-Jan-0611:14:57 „�^• .� Right-Suite®Universal 2025 25.0.04 RSU55624 Page + +� ...s\Wrightsoft HVAC\2300 Hobart Road_Southold.rup Calc=MJ8 Front Door faces: N I Load Short Form Job: 2300 Hobart Road 11PN�`IgF1tSOft Date: 116/26 AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 2300 Hobart Road, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Semi-tight Design TD (°F) 64 9 Fireplaces 1 (Semi-tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Burnham Make Rheem Trade BURNHAM BY U.S. BOILER Trade RHEEM Model X-205E Cond RA15AY18AJl N AHRI ref Hot Water Coil Coil RH2TY2417STANN AHRI ref Existing/Currently Installed Efficiency 84 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 140000 Btuh Sensible cooling 11970 Btuh Heating output 38403 Btuh Latent cooling 5130 Btuh Temperature rise 61 °F Total cooling 17100 Btuh Actual air flow 570 cfm Actual air flow 570 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.067 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.79 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (it2) (Btuh) (Btuh) (cfm) (cfm) 2nd A Hall 109 746 742 29 50 Bath 90 2136 1154 83 78 Bedroom 2 186 4497 2244 175 151 Bedroom 3 130 1950 1346 76 91 Bedroom 4 239 5287 2968 206 200 AH2_2nd Floor 754 14616 8454 570 570 Other equip loads 2642 371 Equip.@ 1.00 RSM 8825 Latent cooling 2397 TOTALS I 754 I 17257 I 11223 I 570 I 570 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsof - 2026-Jan-0611:14:57 IQ= ,, .., �,..T, Right-Suite®Universal 2025 25.0.04 RSU55624 Page A+� ...s\Wrightsoft HVAC\2300 Hobart Road_Southold.rup Calc=MA Front Door faces: N Basement 4x4 x 4x12 Basement 4x4 6 x 4 I 4 x 4 ExistingBase 14 x 12 I 4x12 4x12 4 x 4 8 x 1 8 x 4 4x1 8x4 4 x 1 8x4 Crawl i I Job#: 2300 Hobart Road Home Energy Solutions Inc. Scale: 1 :63 Performed by Katelyn Maieski for: Page 1 2300 Hobart Road 187 East Main Street Right-Suite®Universal 2025 Huntington,NY 11743 25.0.04 RSU55624 Southold,NY 11971 Phone:631-673-0664 2026-Jan-06 11:15:47 gdlarriay3@gmail.com AC\2300 Hobart Road_Southold.rup 1 7rK 1st Floor 55 cfm 84 cfm Living Room 17 Base Stair 84 cfm Bedroom 1 I I 55 cfm 760 cfm Pwdr Rm Dining Room 5 cfm Kitchen 55 cfm /67 cfm /159 cfm Bath 1 f�l/ 151 cfm �116 cfm Mud Room Job#: 2300 Hobart Road Home Energy Solutions Inc. Scale: 1 :63 Performed by Katelyn Maieski for: Page 2 187 East Main Street Right-Suite®Universal 2025 2300 Hobart Road Huntington,NY 11743 25.0.04 RSU55624 Southold,NY 11971 Phone:631-673-0664 2026-Jan-06 11:15:47 gdlamay3@gmail.com AC\2300 Hobart Road_Southold.rup 11 2nd Floor Bedroom 4 88 cfm Bedroom 3 103 cfm 511 91 cfm Bedroom 2 6 88 cfm 611 11 4x12 8x12 103 cfm 2nd FI Hall '6 x 12 8x12 4x12 570 cfm 50 cfm 10 x 12 Attic3 5 " Bath Attic2 83 cfm Attic1 Job#: 2300 Hobart Road Scale: :63 Home Energy Solutions Inc. 3 Performed by Katelyn Maieski for: Page 3 2300 Hobart Road 187,East Main Street Right-Suite®Universal 2025 Huntington,NY 11743 25.0.04 RSU55624 Southold,NY 11971 Phone:631-673-0664 2026-Jan-06 11:15:47 gdlamay3@gmail.com ...AC12300 Hobart Road_Southold.rup I I Manual S Compliance Report Job: 2300 Hobart Road 'f wrightsoff° Date: 116/26 AH1 1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 2300 Hobart Road, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 14031 Btuh Entering coil DB: 75.5°F Outdoor design WB: 71.2°F Latent gain: 2331 Btuh Entering coil WB: 63.0°F Indoor design DB: 75.0°F Total gain: 16362 Btuh Indoor RH: 50% Estimated airflow: 760 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA15AY24AJ1 N+RH2TY2417STANN Actual airflow: 760 cfm Sensible capacity: 19473 Btuh 139%of load Latent capacity: 4687 Btuh 201%of load Total capacity: 24160 Btuh 148%of load SHR: 81% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 28429 Btuh Entering coil DB: 68.6°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Burnham Model: X-205E Actual airflow: 760 cfm Output capacity: 42974 Btuh 151%of load Meets all requirements of ACCA Manual S. wrightsofts 2026 Jan-06 11:14:57 .. _.._ Right-Suite®Universal 2025 25.0.04 RSU55624 Page 1 lea ..s\Wrightsoft HVACX2300 Hobart Road_Soulhold.rup Calc=MA Front Door faces: N = Manual S Compliance Report Job: 2300HobartRoad wrightsof® Date: 1/6126 AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 2300 Hobart Road, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 8825 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.2°F Latent gain: 2397 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 11223 Btuh Indoor RH: 50% Estimated airflow: 570 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA15AY18AJ1 N+RH2TY2417STANN Actual airflow: 570 cfm Sensible capacity: 15197 Btuh 172% of load Latent capacity: 3906 Btuh 163% of load Total capacity: 19102 Btuh 170% of load SHR: 80% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 17257 Btuh Entering coil DB: 67.5°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Burnham Model: X-205E Actual airflow: 570 cfm Output capacity: 38403 Btuh 223%of load Ali Meets all requirements of ACCA Manual S. .>. V1lrigff'It5Oft" 2026-Jan-0611:14:57 •.� ..d..... Right-Suite®Universal 2025 25.0.04 RSU55624 Paget ...s\Wdghtsoft HVAC\2300 Hobart Road_Southold.rup Calc=MJ8 Front Door faces: N i Duct System Summa Job: 2300 Hobart Road -F` - wrightsofV ry Date: 116126 AH1 1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 2300 Hobart Road, Southold, NY 11971 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O . Pressure losses 0.32 in H2O 0.32 in H2O Available static pressure 0.48 in H2O 0.48 in H2O Supply/return available pressure 0.357/0.123 in H2O 0.357/0.123 in H2O Lowest friction rate 0.123 in/100ft 0.123 in/100ft Actual air flow 760 cfm 760 cfm Total effective length (TEL) 390 ft Supply BranchDetail 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 Bath 1 h 4063 116 97 0.132 5.8 4x 8 ShMt 36.3 235.0 st10 Bedroom 1 h 1915 55 45 0.125 4.4 4x 4 ShMt 30.3 255.0 st10A Bedrooms-A h 1915 55 45 0.123 4.5 4x4 ShMt 50.3 240.0 SO1A Bedrooms-B h 1915 55 45 0.129 4.4 4x4 ShMt 66.0 210.0 SO1A Dining Room h 2326 67 60 0.166 4.5 4x 4 ShMt 15.0 200.0 st10 Kitchen c 2887 89 159 0.269 5.7 4x 8 ShMt 7.7 125.0 st3 Living Room In 2938 84 84 0.147 5.1 4x 6 ShMt 33.3 210.0 st11 Living Room-A h 2938 84 84 0.162 5.0 4x 6 ShMt 20.7 200.0 st11 Mud Room h 5272 151 141 0.266 5.6 4x 8 ShMt 9.3 125.0 st3A Pwdr Rm h 184 5 2 0.152 1.8 4x 4 ShMt 29.3 205.0 st10A Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st10A Peak AVF 60 46 0.125 180 4.6 12 x 4 ShtMetl st10 st10 Peak AVF 243 203 0.125 728 7.8 12 x 4 ShtMetl st2 st2 Peak AVF 520 459 0.123 780 10.3 12 x 8 ShtMetl st11 Peak AVF 278 256 0.123 555 8.2 12 x 6 ShtMetl st2 st3 Peak AVF 240 301 0.266 902 7.2 12 x 4 ShtMetl st3A Peak AVF 151 141 0.266 452 5.6 12 x 4 ShtMetl st3 stl 1A Peak AVF 110 89 0.123 329 5.8 12 x 4 ShtMetl st11 wrighttsoft' 2026-Jan-06 11:14:57 ��ti Rig ht-Suite®Universal202525.0.04 RSU55624 Page r CZN ...s\Wrightsoft HVAC\2300 Hobart Road_Southold.rup Calc=MJ8 Front Door faces: N a I Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox 0 760 760 99.7 0.123 651 11.9 12x 14 ShMt i _Hfj_ wrightsof[^� 2026-Jan-0611:14:57 C A= .. �a, Right-Suite®Universal2025 25.0.04 RSU55624 Paget ...s\Wrightsoft HVAC\2300 Hobart Road_Southold.rup Calc=MJ6 Front Door faces: N I I Duct System Summary Job: 2300 Hobart Road W i`19�1t$Oft® Date: 116126 AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 2300 Hobart Road, Southold, NY 11971 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.33 in H2O 0.33 in H2O Available static pressure 0.47 in H2O 0.47 in H2O Supply/return available pressure 0.403/0.067 in H2O 0.403/0.067 in H2O Lowest friction rate 0.118 in/100ft 0.118 in/100ft Actual air flow 570 cfm 570 cfm Total effective length (TEL) 400 ft • • Branch Detail 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 2nd FI Hall c 742 29 50 0.199 4.0 Ox 0 MtFx 18.0 185.0 st5 Bath h 2136 83 78 0.165 5.0 Ox 0 MtFx 24.7 220.0 st5 Bedroom 2 h 2248 88 76 0.305 5.0 Ox 0 MtFx 12.0 120.0 st7 Bedroom 2-A h 2248 88 76 0.230 5.0 Ox 0 MtFx 20.3 155.0 st7 Bedroom 3 c 1346 76 91 0.130 6.0 Ox 0 MtFx 26.0 285.0 st4 Bedroom 4 h 2644 103 100 0.118 6.0 Ox 0 MtFx 37.7 305.0 st4 Bedroom 4-A h 2644 103 100 0.135 6.0 Ox 0 MtFx 29.0 270.0 st4 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk SO Peak AVF 570 570 0.118 855 10.8 12 x 8 ShtMetl st6 Peak AVF 395 419 0.118 628 9.6 12 x 8 ShtMetl st1 st4 Peak AVF 282 291 0.118 582 8.4 12 x 6 ShtMetl st6 st5 Peak AVF 112 128 0.165 384 5.8 12 x 4 ShtMetl st6 st7 Peak AVF 175 151 0.230 526 6.1 12 x 4 ShtMetl st1 wrightsof - 2026-Jan-0611:14:57 .......,_. _.o..a,..., Right-Suite®Universal 2025 25.0.04 RSU55624 Page AOM s\Wrightsoft HVACX2300 Hobart Road_Southold.rup Calc=MJ8 Front Door faces: N TableReturn 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 Ox 0 570 570 57.0 0.118 684 10.8 12x 10 ShMt i I i I i l I � II , s wrightsoft^ 2026-Jan-0611:14:57 Right-Suite@ Universal 2025 25.0.04 RSU55624 Page ...s\Wrightsoft HVACt2300 Hobart Road_Southold.rup Calc=MJ8 Front Door faces: N I i � ZIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) — ------.- _-- ---------__._-- ---- �, �-1 ---------- -------------------------- FOUNDATION (2ND) • z ?� by _ _u ROUGH FRAMING& PLUMBING OA III INSULATION PER N. Y. STATE ENERGY CODE RXe FINAL Y --` - Olt Rr ----Y�- - - - -- ADDITIONAL COMMENTS --a---a P44 oQ. S. c o re-e- E- -05 ------ — o rn �_I _ a-rydv - - - r rid !� 7me� X -- z b i 1 aa°off44 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 https://www.southoldtowM.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: DEC 1 j 2024 ;Applications and forms must be,filled out,in their entirety.Incomplete `- applications will not be accepted. Where-the.Apphcant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: 12/11/24 OWNERS).OF.PROPERTY Name: Mark & Ann Schaefer Tsjm# 1000- 64-03-05 Project Address: 2300 Hobart Road, Phone#: 516-603-7097 Email: schaeferannk@gmail.com Mailing Address: 28 Orchard Farm Rd, Port Washington, NY CONTACT PERSON: _ Name: Joseph Fischetti, PE Mailing Address: 1725 Hobart Road, Southold Phone#: 516-848-6764 Email: wingmanCa)optonline.net DESIGN PROFESSIONAL INFORMATION: Name: Joseph Fischetti, PE Mailing Address: 1,725 Hobart Road, Southold Phone#: 516-84876764 Email: wingman@optonline.net CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION El New Structure ❑Addition RAlteration ❑Repair El Demolition Estimated Cost of Project: ❑Other $375,000 Will the lot be re-graded? ❑Yes ig No Will excess fill be removed from premises? ❑Yes 8 No ' 1 PROPERTY INFORMATION Existing use of property: dwelling Intended use of property: dwelling Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes BNo IF YES, PROVIDE A COPY. 8 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'BwldingDepartment for,the issuance of a Building Permit pursuant to the Zone Ordinance of the Town of Southold,Suffolk,county,New Yorkand 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'appltcable laws,ordinances,building code,,' housing code and regulations and to admit authorized inspectors on premises and in bdilding(s)for necessary inspections.False statements made herein are punishable as d crass A misdemeanor pursuant to Section 210.45 of the New York State penal law.. Application Submitted By(print name): Joseph Fischetti, PE [Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF r. being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent & Engineer (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 day of a ,i . e 20 2 _ Notary Pu MOUHSSIgTATE OF NEW yORK bdV NOTARY PUNo OIA16415569 QUALIFIEDD IN A SSA 0 OU o. ®PERTY OWNER AUTHORIZATION co (Where the applicant is not the owner) Nat �G A i �` residing at 28 Orchard Farm Rd, Port Washington, NY I, do hereby authorize Joseph Fischetti, PE to apply on my behalf tp the Town of Southold Building Department for approval as described h rein. Owner's Signature Date Print Owner's Name z Z 5, 5M iA it 12, 1% BOARD OF SOUTHOLD TOWN TRUSTEES 1 ram! SOUTHOLD,NEW YORK -lit Q PERMIT NO. 10644 DATE: SEPTEMBER 18.2024 1U ISSUED TO: MARK& ANN SCHAEFER 'W PROPERTY ADDRESS:-.D00 HOBART ROAD.SOUTHOLD V141 SCTM#1000-64!-3-5 J AUTHORIZATION to the provisions of Chapter 275,of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on Sentember 18.2024;and in consideration of application fee in the sum!of$1,250.00 paid by Mark&Ann Schaefer and subject to the Terms and Conditions as stated in the Resolution the Southold Town Board of Trustees authorizes and permits the follow ing: Wetland Permit for the existing dwelling withwe'st porch,seaward side covered porch re necessary; and landward brick walk with pergolM,'replmice windows.and siding whe demolish existing second floor-and construct a 757.2sq.ft.second floor over existing. dwelling ; gutters to leaders to drywells to contain roof runoff, abandon existing 1 septic system and install an I/A OVVTS1 system landward of dwelling; remove concrete pad in front yard; existing driveway Wremain; and to install and perpetually maintain ul -turf buffer aloI .ng the landward edge.of the bulkhead; with the wide vegetated non-turf 151 w condition that should the proposed become a,demo(per Southold Town Code),the �4 1 Applicant will have to apply for a new Wetland Pei-mit; all asdepicted on the site'plan- N prepared by Joseph Fischetti,P.E.;,received on September 24,2024,and stamped approved on Septembeir 27,2024. IN WITNESS WHEREOF,the said B hereby causes its Corporate Seal to be affixed,oai�of Trustees t and these presents to be subscribed by a majority of the said Board as of the day and year written above. - v S13F F91,/r, yy 02 0i V Vt _.A V A- .,v - r Glenn Goldsmith,President Qf S y Town Hall Annex Nicholas Krupski,Vice President ,`O� 0�0 54375 Route 25 P.O.Box 1179 Eric Sepenoski a�' Southold,New York 11971 Liz Gillooly. N Telephone(631) 765-1892 Jos4h Einora • ,�a�O Fax(631) 765-6641 d ' APR 2 9 2026 __ BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2370 C Date:April,29,2026 THIS CERTIFIES that the existing dwelling with west porch,seaward side covered porch and landward brick walk with pergola,a• r6laceme4of Windows and siding where necessary demolition of existing second floor and construction of a_757.2sq_ft.second floor over existing dwelling; installation of g-utters-to leaders to drywells to contain roof runoff,abandonment of existing.septic system and installation of an l/A OWTS system landward of dwelling:existing driveway remains; and installation.of a 15'wide vegetated.non-turf bufkr along the landward edge of the bulkhead, At 2306 Hobart Road,.Southold Suffolk County.Tax Map#1000-64-3-5 Conforms to the application for a Trustees Permit heretofore filed in this office Dated July 1,2024 pursuant to which Trustees Wetland Permit#10644 Dated.September 1.8,2024,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 existing dwelling with west porch,seaward side covered porch and landward brick walk with pergola: replacement of windows and siding where ne.cessary.demolition of existing second floor and'construction of a 757:2sq.ft.second floor over existing dwelling,• installation of gutters to leaders to drywells to contain roof runoff;abandonment of existing septic system and installation of an I/A OWTS system landward of dwelling; existing driveway remains; and installation of a 15'wide vegetated non-turf-buffer along the landward.edge of the bulkhead. j The certificate is issued to MARK&ANN SCHAEFER owners of the aforesaid property. i Authorized Signature i i f I New York State Department of Environmental Conservation Building 40-SUNY,Stony Brook,New York 11790-2356 Telephone(516)444-0365 Facsimile (516)444-0373 AM John P.Cahill Acting Commissioner June 12, 1997 Frank & Jane Lynn 2300 Hobart Road Southold, NY 11971 Re: Application #1-4738-01637/00001 Lynn Property, 2300 Hobart Road, Southold Dear Mr. & Mrs. Lynn: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The property landward of the pre-existing stone/concrete seawall shown on the survey dated February 28, 1997, is beyond the jurisdiction of Article 25 (Tidal Wetlands Act) . Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act . Please be advised, however, that 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 necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 151 to 201 wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, George W. Hammarth Permit Administrator cc: F. Nataro File I I C E U V 161G DEPARTMENT- Electrical Inspector ,yam Gy TOWN OF SOUTHOLD JUL 2 9 Tom, H Jco, nnex- 54375 Main Road - PO Box 1179 ro - uthold, New York 11971-0959 y O� Telephone 631 765-1802 - FAX 631 765-9502 Town sbuth61dtownn ov •- seand southoldtownn . ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: '�,� 26 Company Name: Electrician's Name: License No.: _ S' Ele email: &.ru�C tZ rive - cw����.C a� Elec. Phone No: /- EGG'- 1 request an email copy of Certificate of Compliance Elec. Address.: 6 A3 {'�'t ► ,! UCac— ��,�� JOB SITE INFORMATION (All Information Required) Name: Nftf:17 L Address: f Cross Street: A I Lq Phone No.: BIdg.Permit#: 5 rp� email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: 19oo Circle All That Apply: Is job ready for inspection?: ZYESE] NO Rough In Final Do you need a Temp Certificate?: YES❑ NO Issued On Temp Information: (All information required) Service SizeF�1 Ph F-13 Ph Size: A # Meters Old Meter# ❑New ServiceQFire ReconnectOFlood ReconnectOService ReconnectElUnderground DOverhead # Underground Laterals 1 M2 M H Frame El Pole Work done on Service? DY N Additional Information: PAYMENT DUE WITH APPLICATION - � I)C .I PERMIT#. S16a.� Address: Switches _SL4 Outlets G A's iO _. . q Surface J N 0190,96 Sconces'.8 H H's o�$ UC Lts 'Fridge ..� HW POOL Fags y MlhF,Fr, W�p Panel Pump Exhaust 3 Oven, Sump Heater Trnsfmr Smokes 3 DW „� Generator Salt Gen. Carboh'.3 Micro GrbDis , Water Bond Lights Heat 5 'Pucks ERV `HOT TUB/SPA InstHot DeHum .,Transfer Disc Combo Cooktop' Minisplit Blower AC A oZ j. Hood `j ;_Blower i Service Amps a00 Have Q_ ;Used3'q r Sub- Amps Have Used Comments SURVEY OF PROPERTY N A T SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-64-03-05 SCALE- V-30' you DECEMBER 21, 2023 'Q�tic �J WELL IN HOUSE CL. 10.5' COR. �S c SR �AG� \?J�• 11.�,,, �tio CL.EL. �. O� ec- 's / G o ci. �`Q �v� �1ti GggqyyyEEE I FE.COR. �� 0.3'S. ti COR.El- �? 0� 12.1' h �\ 0 eQG �F Ike' x>l .� S rLL 0.3 S. BRICK 4� FIREPLACE + G M spy SPOT EL. \ 0J tis�P Fy o� -�'s.s' + ? QJ FRAME FE 1.0 NOR. SHED i 1 3.2' y ' WOODEN �3�q� W KEY JEM N 2 �,� � � Z ^ G� WOEODEN ? ~� �� G��0, .<J � +1 0 = REBAR �/ I� ® = WEL L °o J��yJ� �- �`' U t , ® = STAKES x S = TEST HOLE oo�`' C W DEC 1 7 2024 ® = PIPE r e = WERAND FLAG Ci = U77LITY POLE ELEVATIONS ARE REFERENCED TO NA VD '88 LOT NUMBERS REFER TO "SUBDI WDSION MAP OF FOUNDERS ESTATES" FILED MAY N. Y.S. LIC. NO. 49618 10, 1927 IN .THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO. 834. N. Y.S. LIC. NO. 051132-01 PECONIC SURVEYORS, P.C. ANY AL 7FRA 770N OR ADD1770N TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW (631) 765-5020 FAX (631) 765-1797 YORK STA 7E EDUCA 77ON LAW. EXCEPT AS PER SEC770N 7209—SUBDIVISION VISION 2. ALL AREA= 14,64 0 S 1230 TRAVELER STREET .Ft. P.o. BOX 909 CER77FICA 770NS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR q COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 ��-035 g lo�. x CLEL- W 8 o 163' L.L N y. 00 . y• W �o c��,/ GPI�•?t., 1 9�F ''b ``AA-- `�'�.y, o�''oPy (� APPROVED BY BOARD OF TRUSTEES TOWN'OF SOUTHOLD' 0P c �y DATE Scp cmbu �7,lo1Y Gel / `/ 4. ak s.. cec G`F #c, 3 6 p?�1 c / �Q`'tiu GATE . o.ssFEC°R Tr . 4 Quo `M1� CQR.EL ., F2:r "x y W ri ti• 0� Q O 2 MY — - --�_-- - —-- - --— - --- 2'W � m aLt..NQ LL N m m x W ca a a .rypO O,Ss FIRO EPLACE IPLAACE � O yh. ter• + oP S l _ � b� \ /•rya A��P�$' �7. 41 Leo 4.OF 32Jje FE, SF4ED 2 g2. � `OyC�V •tt"ry� Of�YD emu+ x �,� Dui DRAW,BY:JFIJP WOMEN JETTY N } SEPTEMBER 19,=4 /�y ,PROJECT lL SCALE:'AS NOTED ,iST FLOOR: NEW MASTER BEDROOM SUITE WITH D E C E E SHEET NO; WALK IN CLOSET AND MASTER BATH IIpUnI� 2ND FLOOR:, 3 NEW BEDROOMS AND 1 BATH SEP 2e'20 i SITE PLAN ;.1. so ALL WITHIN THE EXISTING FOOTPRINT e HOUSE CONCRETE COLLAR - 20'D-BOX W/ + r FDP/�rnFrzffi Pam TACOT 120105 Vti' CIO q _ ww•w.a�ro.w.rir.raw.rr.pwa.r,rr.a.nrw[raOMLLrxpufAw WATER TIGHT FRAME 8 COVER LOCKING COVER AND r•¢ poin.mrwrtwrwr..r.w»rro..ra.. F.F.fL. 1 �W/APPROVE°Lomr DEVICE SECONDARY SAFETY CLNCREIE Co.4AS r ' 1 P1aP 1' ' xn..rr. avna�nw.a...a wrvml<.r•w•JDw.•wAsa..W:swena�rr R END PLUG h SECONDARY SAFETY LIDS COVER AT GRADE ,>," i�=j1------+VeR)PUP RATNGL I.+ ,...r.r.lr.ey�..ww+r BELOf GRADE a nz �••m• ^Fait rMULNYrw�:••c...�'.a.�.a�..rn'e"a.:ra''r'.ovr"'°suw..T xrn�ytn rr w.n.. t2- 11.5' ATwSNEo GRADE' EL 10.5 M2 ,,,,,,,a,,,;,r,w.,,., ,,,,,r,.,,..na,...,n„„,,,ww,,,,,,,,,,,,r. _ _ € o--u—� raccmcwP wmrm .a.a.a o...... IIITRAFFTC BEAAAG-' •� �.� tli _____,,�lisp utnv au.•unwwna..r.o.JAr+..�w 8'min. 1'MIN _ s'MAX .. slABs > e% b4© en,..�wwnae.......a w n. r..w..,�..e r..ra..ra MR PII.E. I.E. I.E. : � : ':'r: rn OFAJ O9.1' 8.E1' g 7' B 5 •G�: w ,v. 9.0 PUP vIP tr PITCH FLOW IaTD;%�rawt- CNRY PIPE LINE r�IAA�[ itf _____y `mP.RAr[Ks119 PER FOOT MIX. EL 4.5' x ----A�rvmR;SA r 2 7 EL., PVC WASTE LINE wro uP R u5v a Prw+e+•aay.-a..e,�wwns.�.....w.arrro.v..an.u+e,..v 4.0 SOR 35 '_0'M1N. ..: 3 wcr wvc Rrlrara �w Na1.•.m+wa.... .r. v.uaar.u.r..+..oa..r..ae•r.. g PROP�D GROUND WATER V EL 1.5' n Lw-a10 a^r^•w^ a AC iCN [3)B'VIA X 4-DEEP LEACHING POOLS HIGHEST EX ECTED n .a a �unraowl.•r.,weu..vnAAwsa.aww HIGHEST RECORDED GROUNDWATER GROUNDWATER uer-Rz "ww"'T��"�` "r a"�"°'r°'"®°e°""""'"•"""'°"°"' N✓-400 BACKFILL MATERIAL TO BE CLEAN SAND&GRAVEL [11 8'D!A X 4'DEEP E�aAHS10V POOLS N7 ar•.rca..rawnsrw.rae.e�,.e...a..nr«rnw..r,e.wee.rrPw. A w O NOTE:NO CUr OR FILL REWIRED LR1-a9 q m,rr F Z HYDRO-ACTION AN-400 DETAIL LEACHING POOL DETAIL , A m O SANITARY SEPTIC SYSTEM PROFILE AL-a �°a.ra.aa.�a•ara aw...a.. ...ra.r•�r. /rs/ Ifi INPUT At��.hWa a,rwwmmnea.srrsvrw.rnsrY.np 1..t� O 2 -' crrs�mee M.."'Tiaq.+e.uti.vwwp.srur. r'•� _~ RAN N.T.S. w s o Design Professional's Certification.liequired: S A Wlrz MWK l .N.N rao0<.n,4owGw.1.M+o�cN.waMw N Ln MIA � n•Wrwwi..agnaeusr r,+[Wtgrw W Submit P.E.or RA,Certificatiori For' The installation and Construction of the,Sewage Disposal System �yAy`�Gy ALYN .���wn�.r�-.r.w.r,� Q PRriOrt 2O• no...'R'..s.:m. :.w+.n.•�w...neq...m..m.�9 M• 1ASTrneuNW Bor �'rm.o.e>,r.urpsn.w..�rwvs.ro-.worro..reww.+•a Use Form WWM-073. S`nyF�j� AND SECONDARY w.nE V ). SAFETY COVER AT 1 2 Il C UPUT U)�/� GRADE �� GrerJCA.4rRatnAHats, K Abandonment cfthe existing sanitary system must be in: "W"OA1S D 4 R c.1 ,x conforrnance'with.the.I[1epartme4s`rey uirementsa +TD LEAORNG MLDS T' [SR a.cd•r.o,u e Dsur ,.A,1..a.. Submit completed f6mm�tNWM-080'as pm of ON N EA SPEED E£LER ine ROSE - R C MITT GCN OYTI[l DEwm iDTCR YA RfiAt TYPE 1 SPRAT 1A RPUT s s 'n�>�'"•^^s" NOTES-FIDAT MTCK M BE RATED 2 APP AT 1H1V KDOMK ' ra aw,nnawau raawuou..sas+rs.n�sura.,sauar[wa POLYLCIK D-BOX DETAIL 1 AN RAM.NScvatcr msT BE rRDv tT DLSTALLER �� N.T.S. w In wvcn D TDR UE FOR TTEHs NOT 3NTAN N TIS PALAL Viu. ..a.Pr o oe Ana>, .TEST HOLE DATA REQUIRED Tpiq[Fpl rzRNONL eLax SCRCVS Ls TA 1MGs. rIMII VIRI MST DE A KINI N OF fi0S COPPER VNE V(NOT TO SCALE) �a 6JVK 1F wrz SO sDOrLALD GEOSOENCE �� - Lrm TIC.ELECTRICA ,���...c mnae,.n.oJnaoxarx SOUINOLD.NEW Yp 11971 �Tma>r�1O� _` r eTmsa 1/15/2024 LIRIEEeIrfa�R AS MTm r�L 12OI05 ELL. 11.Y IA• M DARK BROWN LOAM O3 x�°O ctwocrr ('IR' , r uwu CL BROWN SANDY CLAY Fit. Sr•� LaLAR N' '• r3 n.n,o�...an..,.arRro,,....xuo�aea..us S.D' CDR.OJs Fs roG ��2h'� u einsr>~72vi rA4o...1o,r.snrlw:ratv.., raraw wo•nslrsl,nnArea4w::.r�im `Na Nr01L4' 1.G %y, I�eGcAi SP BROWN FINE SAND LOCKING COVER DETAIL °� T 94F �_ � __ _ ____ _ N.T.S. SANITARY SYSTEM DESIGN 10.6_ Q G J• rL'a Ilk ___ - On�OIME-. - ___-- _ RDOT[0.0 1.VRPLL'"OL _- 1. ' �.�•�E`� c� � Y/� ,s� cmwlu ,u TP.o EUwEzsoL 4 BEDROOM = 440gpd ---- 9 o v nc aTm, GP,G .S i, q+'P�9`R okay FE`j ,`Q� 'MVP — — PALE BROWN FINE SAND ���� 6 ry/ f 0 �y/' i 1�P yOpE ro� vmuiairm USE. ���.t-OY ,^ � W� .J04 ��M agPM - CONTROLiPAN EL AC AIR PUMP ELEVATION HYDROACTION AN400 = 450gpd W 17.0' G � / /.ha� A' /�/ 'Pt^ �'• tt.y' °�4 AOP.rfADAPLn9 N.T.S. LEACHING a_ WATER ENCOUNTERED 1o.6-BE}OW SURFACE ° ° • CLEAN OUT DETAIL USE- > HEGW-ELEV-1.SD '� y1 ,yO 's° T•/ / Nry' -� FE.COfl. �� C Z ` �2� GD �/ /� you � GATE o.s'S. o Y N.T.S. [31 VDIA X 4'DEEP LP W o o / � Qt° �ry� [1] 8'DIA X 4' DEEP EP W LP `° PKOLE.4 Q°v°�` TcoREL 7 - U Z AID w n D-BOX ay ST `rye AF _ ._. ¢ O Ln m /HrdrorrnoN l!/ 0� ~�` w Frr£Iy fA 1D r; AN 8J QP. O �•` 6�• Q � 0 x co O m �N y� �G• �4 iC J)9 OJ, w a O y (�fL' CE. Pf3tCAlA rf� x/ �S9 1Y LU `r C 1• ice' �Y,F f ��r/y c) SCHAEFER O �^ F4. P °a\GP " G 2300 HOBART RD sAs`� Fc ---- �- SOUTHOLD NY "�N`E SCTM#1000-64-03-05 P��, - AREA FOR HEALTH SPOTKati G `G� DEPARTMENT APPROVAL STAMP FRAME 0 N. •f?,!y 'P SHED 3�2, .� HOUSE O. 'a,>- ;< WOODEN :tia N ���` Z w m ZDO 0 WOODEN N2�82 4pAs A . r7D 0�0P AAvc o�a�svO. 'ON. OJETTY ; 'O DRAWN BY:JF l JP od* B iY BILL OF MATERIALS SPRatidO?TA'Dt ALP84GV�1 Z 1x O O (i' NOVEMBER 7,2024 ir oil. o RD LL :r< ;po's. o . ' �:AIIJ Lr AFS ALL a > SCALE:AS NOTED PROJECT O 'w - I,W. 8-1-a C 1ST FLOOR: NEW MASTER BEDROOM SUITE WITH ci SHEET NO: WALK IN CLOSET AND MASTER BATH xn•JCR>Ys. LLNiRii PASQ .w o SITE PLAN 2ND FLOOR: 3 NEW BEDROOMS AND 1 BATH RISE -ELECTRIC R DIAGRAM - ----- - - - - - Axaa..�wAm• c�To•aeT> nPL1c �_w. N.T.S. .iv � rc��� W _ uTa SCALE: 1'-20- ALL WITHIN THE EXISTING FOOTPRINT C DEf-`�4RTtlr`,N-1 OF lEALTH SE V ES z VVC)RKS FOR < FANIHLY R- ESI'DENIC'E j n 3/23/2026 R-24-0598 w owa"'; R fir 0Ci CL.EL. X 10.5' z f )l A K 1 A X f,�i 0 1,ll D R C) 0 co 0 V ry 11.4' 1.6' > OP S 0 C-) c\I 011 1.9, z CZD 01 Qj ��, '/ GP �� � FTFF� 9LF F� ��, - CL.EL. JOB 11.9, cj� f EP 3'x3' F[E.COR. GATE 0.3's CONCRETE C PAD FOR AIR D-BOX PUMP AND TEST DB-1 N z HOL LP-2 N CONTROLS LP-3 <\ COR:.EL. 12.1" �, 7 HYDROACTION AN 400 ST-1 LP-1 x 0 -j o Q �D uj 0 Z 0- w w x/ AIR LINE Ir x (0 VENT LINE �ifi o,,\ w 0 co (D 0 JJV ELECTRICAL z U-) CONNECTION IN LLICn <; CONDUIT Qj C,4 < cy) U) z S/WALL 0 0 SS. co END FE. LL 4 0 N. U) (0 . ' . .A� (z) .41-111\ Lu x lb LL 0 BRICK 0 m FIREPLACE \ /°�, Q L� 0 C), w SPOT EL. � +9.8, FE COR. Do FRAME 1.0'N. SHED 3 2' \WOODEN � x w JETTY 6 V A:) 0 -lb WOODEN 10 AH - 3 JETTYO O ST- 1 37. 5 34. 5 DB - 1 44. 5 40. 0 DRAWN BY: JF JP w LP - 1 48. 5 47. 5 FEBRUARY 13, 2026 LP - 2 73. 0 69 . 0 SCALE: AS NOTED LP - 3 58. 0 52. 0 SHEET NO: SCHAEFER 2300 HOBART RD AS-BUILT PLAN SOUTHOLD, 'Ny-p-- SCALE: 1 20' SCTM# 1000-64-03-05 '3 ADIPIRQVED AS NOTED DATE! 1 02 5'13.P.# 5&;69 ------ ......... ............... ............................................................................................................. .... ..................... ............. ---------------- ........... FEE BY� - -------------- ------- _-L 3 NOTIFY BUILDING DEPARTMENT AT ...................... .............................. .......... ................ ............. . ......... ........................ .... ............................................ ............. ........... 631-765-1802 8AM TO 4PM FOR THE :. ......................... ------- ........... ....... ........ _------ FOLLOWING INSPECTIONS: ......................... 1. FOUNDATION-TWO REQUIRED ............ .... ................................... ..... ...................................................................... .............................................................. ........................... ................... ..........- ............... FOR POURED CONCRETE -------------- 2. ROUGH-FRAMING&PLUMBING 0 3. INSULATION .............. 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ................... L1J0 j -------------- z REQUIREMENTS OF THE CODES OF NEW ALL CONSTRUCTION SHALL MEET THE YORK STATE. NOT RESPONSIBLE FOR ------ DESIGN OR CONSTRUCTON ERRORS ............... ------------- IMF 0 0 COMPLY WITH ALL CODES OF n III fi fl - n_-- NEW YORK STATE &TOWN CODES .......... AS REQUIRED AND CONDITIONS OF cf) 0................ S UQ 2 1 10111'7,_TuvmP NNING BOARD SOUTHOLD TOWN TRUSTEES NXS,DEC .............. LZSCHD --------- .......... ...... ............... ........ ....... ...- JMTLI OCCUPANCY OR USE IS UNLAWFUL PROPOSED NORTH ELEVATION WITHOUT CERTIFICATE SCALE: 1/411 OF OCCUPANCY U4 All exterior highti-ir, installed, replace(] or repaired shall con, to Chapter 1 J4 RETAIN STORM WATER RUNOFF of the Town Codo w PURSUANT TO CHAPTER 236 w 7'r OF THE TOWN CODE. z ............. ............. ............ --------..................... ........... ........................... . ............. .............. ................... NIS C.0 Z Z LO ..............- UJ C.0 m ..........._........................................................- .................. .......... .................--l-I.- _11- �' 7_111 I., '- ................. _j x t, Ti _j Must provide Manuals 010010Ymm = LO 0 ELECTRICAL D, J and S as per ................... ........._—--------- ti - ........................ .. ..................... Z ...................... INSPECnON REQUIRED NYS Energy Code U 9 U) 0 Z) ...........=' U) C.0 PLUMBING LLI ILL] 4L'L PLUMBING WASTE, LL WATERLINES NEED ......... .......................................... .................................................................................................. .............................................. TA 0 jtjd,tj2F OVE,RIBE,C Pit I ...................--------- .............. .. ........... ............................................................... .................. ..................... ............. ... .......... ...... ......... ..................... PLUMBER CERTIFICATION ON LEAD CONTENT BEFORt J1................ ........ CERT11171CA TE OF OCCUPA W. SOLDER USED IN WATER SUPPLY SYSTEM CANNOT DRAW EXCEED,211 0 OF I% LEAD. 5/7/2024 j Blow,er door jr- and ductwork -3t. SCALE: SEE PLAN testing required. ......... <00F N. ............... SHEET NO: ----------- .......... �J' 7 0. 0525 PROPOSED WEST ELEVATION - SCALE: 1/4" = 1'-011 A1 -- ___..._.._ _....__..._._._.__ r ......... -. ._® ...... - 0 }W- W 94 w --- -__.._....... . ..... .................... - __.. ............ ..m................ ...-, .. — ........... n � A r - - - - -- -----�--_- �-- -�-----�---�..._----�----- .. �----�------. - - -�-----�._ r�4 _ _. ry w.. V/r ^ ! O Q -- x w , -. 1---- . - - - - - PROPOSED SOUTH ELEVATION • SCALE: 1/4" = 1'-0" lu w Gi.....................-.................. . ........ n................�....-n........_................ ......_ .- m. . �........................_......... ...-.�:...... �.. _ �...... .. ............... ......�.,.�:.................m..�...m,........................._................._ _ .�...-._..........___..............._.._.�.-...x.......... __.._ T __......_...�s�m_._—._. _.._..._..3� _.-_" _ ..._.....____T._.._._..._.,x._. __a ,-.---_..�,_.._ _._ _....____.._.__._._.__. _..._--.__.._.. .___ __-- ---__ _ _ -------------- ----- _ Z co Cfl .._...-____. ........... ._......__.......- -- U— �...__._...._ -------__ _ __. ____ _ - _ DRAWN BY: JF 5/7/2024 SEE PLAN _ of NE rasLLt TT- O SHEET NO: di r PROPOSED EAST ELEVATION A- 2 SCALE: 1/4" = 1'-0" ---------------- ------------------ 16 EXISTING DORMER ABOVE EXISTING DORMER ABOVE r - - - - - - - - - - r - - - - - - - - - - I I I I SOUTH PORCH V) I I I I Z I I I I I I I I O I - - - - - - - - - - - - - - - - ` - - - - - Ao EXISTING WINDOW uL� � O r TO BE REMOVED LIVING ROOM REPLACE WITH EGRESS [� WINDOIW BEDROOM No. 1 = _ ___- '—'� ^ P-I O O O o I I Mo II II � DEMO EXISTING BATH N O REMOVE EXISTING INTERIOR HALL I I Q WALLS AS NECESSARY FOR I I PROPOSED NEW LAYOUT BATH No. 1 O DINING ROOM I O I Full I ---- KITCHEN 0— 0 EXISTING WINDOW TO BE REMOVED BEDROOM No.2 --------------- O , BATH -------------- MUD ROOM „ WEST PORCH �— ;; EXIST WALLS TO BE REMOVED BEDROOM No. 3 AS NECESSARY FOR NEW DORMERS AND LAYOUT z � zLo 0 N ROOF DEMO AS REQUIRED r W J WALK-IN X 6 CLOSET to z00co HALL U O m (-- EXISTING 1ST. FLOOR PLAN o =o SCALE. 3/16 — 0 ui U) O A C Q� �- V! 0 DRAWN BY: IF 5/7/2024 SCALE: SEE PLAN of NEWrO � -� SHEET NO: EXISTING 2ND. FLOOR PLAN SCALE: 3/16" = 1'-0" �' ' A f - -�- - - - - - - - - - - - -i- _ 1 I I f - -1- - - - - - - - - - - - - - - - -1- I I I 1 1 I I �•.✓ - — - — EXISTING — - — - ; -,_ _ _ _ _ _ _; ; EXISTING Q -__• �__1-_ _ - _ -�1--• •___ 0 I u I v I A I X ( z I x I W �--- w g w i i J H Z V) O O yl Z U x x ono �- N o 0 LL o a cli w 81-011 8'-0" 21-83/411 I I (3)94/4 ML 1 I (3)9-1/4 MLI .. (3)19-1/4 M I- �'A 1 ASSUMED BEARING WALL IF) LALLY COLUMN > ASSUMED BEARING WALL(VIF) w/2'X2'Xl'FTG UNDER POSTS ABOVE a, O EXISTING o W ' W B LALLY COLUMN z /2'X2'Xl'FTG �- --rE=- NDER POST ABOVEzCDZLo __________________E_= ___________= EXISTING ' XISTING`(2)_2X10 GIRDER X -i E L6 zm0 � .-- ---- VJ cc /O///�'� Q w EXISTING I I O EXISTING I DRAWN BY: JF I , I I -----' CRAWL SPACE I 5/7/2024 1 I L I i I I -EXIST EXIST EXIST I I 1 i ; SCALE: SEE PLAN of NE � ��F,S�"F�,,��� SHEET NO: A PROPOSED FOUNDATION PLAN SCALE: 1/4 = 1 -0 '` A- 4 A ---------------- v� ----------------- z ----------------- a, O rt Q I I' DORMERS ABOVE I I'L I _ _ _ _ _ _ I J; I � r W � O r II r IIrIr NN LL X�IIr t SOUTH PORCH o W II v u- N IIIII I'I I < W ^ II.... W I I W I I W pq A r . 1 VxOO I I Z U x x Fi Em Ln uj cl� r ~ t �p w 0 ---- --- uJ. M LIVING ROOM I F W I cl W N ____-___ r V+ r g o EDROOM No. 1 - N ________ _ _ (2)9-1/4 ML FLUSHLrl) -T f , J3 �r O Iv O's _ —(2)9-1 MLELUr " 'rr - - - - - - I � -1i M - IIrI Wx�J III III •II'� Lu 3'O'` 2.-0„ � HAF BAH Lu 3-21/2"' 5'-61/2 v I I ' ` LL Ln DINING ROOM I LL • 0 -�-�_N J - W J \ I p W , W 3 I x o 0� ---- O p N `v i x cn r— �o N � � (�o M yl � z LO B Q) p REMOVE EXIST. WALK-IN HALL "- r/o = KITCHEN - ----- - B Z w WINDOW CLOSET I ! pp CLOSE OFF N VERIFY EXISTING i I 0 _I X N OPENING ' % 66'R �� MIN.(2)2X10 HDR r 1 4 M � 0 0 0 (0- -I - - - (2)9- L FL SH t6 \ (2)9-1/4 ML FLUSH O CO m ^ . U) O M N Ln W O % �/ uo -N 66" LL 0 4'-31/z' 3'-21/2" 5'-61/2" -------------- p C Lu W o 0 BATH No. 1 t �' _ � N 0 W o ~ N 13'-4" O __1-----L-____LL L----Ji n u n u u ----- ----- ----- ----- ---- ---- ----- ---------------- I: MUD ROOM WESTI, Is PORCH DRAWN BY: JF 5/7/2024 ' El' SCALE: SEE PLAN u iV Vi iV Vi Vi Vi it Y n w u u f7D W �oFNEvil.y SHEET NO: K� PROPOSED 1ST. FLOOR PLAN v SCALE: 1/4" = 1'-0" A r A- 5�AR�fiESS��N�� A V) 9'-0" 12'-111/2" 9'-0" 1'-6" z ol 4'-6" 4'-6" 6'-53/4" 6'-53/4" 4'-6" 4'-6" O Q A TW3046-2 O SIMULATED UBLEHUNG O TW3046-2 P4 8-0 PLT HT. EGRESS EG ESS fV 8-0 PLT HT. EGRESS O K 7'-6%" CXW24 W r (2)2X8 HDR PLT H (2)2X8 HDR W W rn (2)1-3/ X6 ML HDR SLOPED < �J •• 00 CEILING W -- -------------- ----------------- -- A 8'-5" 10'-111/z" 8'-5" o II II 1 -0 BEDROOM No. 3 1 -0 m *+!1 O N V 2X8 CJ Ca.16"OC N �J r , �{ O N x O rv^ w EXTERIOR 2X8 CJ na.16"OC 00 N EXTERIOR O v + Q p WALL BELOW WALL BELOW 3'-7" 5'-1" 2'-31/2"le M oN BEDROOM No. 2 BEDROOM No. 4 N 8-0 8-0 LT Hl S2L4 ML FLUSH BEAM_ _ --------' Nt elf - N 9'-5" 1 5�h�1 C 10 p --------- o l H 0 _ _________ en 1 M 00 O I X --------- r'- 2'-6- - ------- (2) X8 HDR `O fV p O c M --------- = V-�O o0 oM M -, x 00 N ________ J Q N en 00 .. ___ p� N .N... r4 — CN M ---- Zo--- M 8-0PLTH . bo 4'-0" 8-0 PLT HT. 6'-91� W 11'-81/2" 11-511 9'-9%8' 11 Q HALL L n m --------------------M !�/— ACCESS ACCESS ( )2X8 HDR ( 2X8 HDR (2)2X8 HDR 2'-4" 7'-81/2"PLATE HEIGHT ` 7'-81/2"PLATE HEIGHT _ '%b %0 �— ATTIC //f ire W v 6 X36 v LLJ SHOVER w ATTIC 2X8 2X8 CJ 16'OC = ATTIC Z uj BATH �� g , Z � zLo + No. 2 + / W (oQN 00 B C--o 3'-4" o / $ 0 —j X —j p 5'-113A ll 9'-11/2" 00 17"-6Ys" Q O O Cfl / •— Z co CV N RAFTERS TO SIT ON Th WAM M /RAFTERS TO SIT ON Th WAiLL _ _ SISTER TO GABLE STUDS (2)2X8 HDR �1 SISTER TO GABLE STUDSi O M TW3046-2 W O SLOPED ABLE WALL LL �L 11'-91/4" 12'-4'/$1 O 7'-1" 24'-]%" 2'-9Y8" 0 DRAWN BY: JF A 5/7/2024 SCALE: SEE PLAN .° SHEET NO: �� ., b PROPOSED 2ND. FLOOR PLAN SCALE: 1/4" = 1'-0" O .4�� 05251� �OFESSIO '� A z 2X10 RR „ 12 / P4 O @ 16"OC z � , 12 O J� "'J / Z Lu 3 w jc u, < ^ W o v0 o A a 00 J asZD u PCI uj W Lu 4 12 �� o ac Z o N v / 8 N 2X10 RR ` 0 -I Z @ 16"OC O v + Q / Lu \ . V $ `�1�\ RAISE HEIGHT OF EXIST.CHIMNEY 2'ABOVE RIDGE AS REQUIRED(VIF) g Fy +gyp r\ / 11-7/8 ML RIDGE 11-7/8 ML RIDGE % � f 12 3.'15 5'r o L / ' o 0 w A�9> 12 O f F 3.�f✓I I 12 ` 0 � L S.fi 4s �OLF� ►/� , zo � 2 o OL ce ce co Ns' x JP sy N . 12 �O W2X10 RR C�316"OC / w CUT BACK CUTBACK z EXISTING EXISTING B ROOF ROOF \ / z z Lo w Q N / , .. JXJL0 z m 0 u) a: O cfl Lu cl) LL E IS I- It J D RAW N BY: J F 5/7/2024 J I- - a - -1- - -1 J- - - - - -1- - 1 - - - - - J /�r^� SCALE: SEE PLAN ' QF NEVI SHEET NO: PROPOSED ROOF PLAN A ' ,: . T ;. SCALE: 1/4" = 1'-0" r, A A- 7 REPLACE EXISTING RIDGE 2X10 w/11-7/8 ML VALLEY PLATE 11-7/8 ML RIDGE BOG 2X10 12 16 OC 2X� � 3.Z5 RR @/6„OC Q 3 2X8 CJ @16"OC SLOPE 2X8 CJ @16110C -- , ---- Z ' )MATCH SOFFITS 1 � w ` � 00� (WALL NOT � 00 � 1� OVER STAIR) 1 W El FK� 1 1 ' F � Z ' R,p EXISTING { I -fill i III FLUSH BEAM < �J EXISTING FJs I EXISTING FJs If (VIF) BLKG A 1 (TYP) V) O O +� Z U x x O o H LIU M o �-- N O Ul 71 EXISTING FJs �• EXISTING FJs EXISTING EXISTING � (3)9-1/4 ML b• b EXISTING EXISTING b. b •� EXISTING114- •� . .. . . . .. 11-7/8 ML RIDGE 12 2 A CROSS SECTION A LAYOVER ROOF @,6* 4 O SCALE: 1/4" = 1'-0" OVER SHED DORMER 2X8 CJ @16"OC ` Lij W CUT ROOF SECTION Jp0 R @W'DC n 1 I ,2XI01AR @116"OCII A� 7 II 11 11 11 11 I 11 I 11 II II 11 t/ ` AS REQUIRED FOR 11 " " " " ' - +I " " " " Y`/■ — SHED DORMER 11 " " 11 ' ' -N I 11 11 11 11 Z z L�(� u n n n n 1 0 \ 1 n n n n r n n n n n 1 Q 11 II II II II I M I II 11 11 11 Q- � ^ I II 11 II II 11 I I I 11 I I I I I I Q O O Zo 4�• J J I II II II II II X +I Q SH WER +1 Q I 11 11 II II 11 � ATTIC ATTIC ui � n u A IC 11 I • O con n n n in � in I II II II II II I 11 11 II II II O (f) II II 11 II II O II IIIA UJI (3)2X10 EXISTING EX.2X10 FJ (3)2X10 DBL FJ UNDER O PARALLEL WALLS FT (TYPICAL) Q) VJ EXISTING EXISTINGLJ 0 EXISTING 411 14 DRAWN BY: JF EXISTING EXISTING EXISTING(2)2X10 GIRDER 5/7/2024 I •( d d• e• •� SCALE: SEE PLAN 1 :. EXISTING INSTALL LALLY COLUMN UNDER POST ABOVE ' SHEET NO: EXISTING d ��j+ � 1ST y�T Q��y EXISTING ' EXISTING $7 • •. • •. • .. • •. • •. • •. • •. • •. # - • 8qd ��' Lc Iry Z.^ 2'X2'Xl' CONC. FTG V� QA APO. B CROSS SECTION B gO'CES - 8 4 8 SCALE: 1/4" = 1'-0" Generated by REScheck-Web Software STORM WATER MANAGEMENT DETAILS Compliance Certificate LOCATION:SF AREA: 100%RUNOFF AT DRYWELL DRYWELL 2"RAIN PER HOUR PROVIDE: CAPACITY: ROOF AREA 1559.2SF 260.4CIE (2)8'X4'DW 338CF Project SCHAFFER Z (TOTAL) O Energy Code: 2018 IECC Location: Southold, New York 0 OGEE GUTTER-STANDARD 5" Construction Type: Single-family L NOTES' Project Type: Addition r O A.DON 1).EXECUTION:Ply Climate Zone: 4 (5572 HDD) j DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2).PREPARATION: Permit Date: A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. Permit Number: B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR / ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. All Electric false W C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. Is Renewable false 3.A).INSTALLATION: Has Charger false A).PERFORM WORK IN ACCORDANCE WITH CAA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER]"TO 2"FOR EVERY 40'OF RUN. Has Battery: false 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. �I a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND Has Heat Pump: false ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT \ CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL �L. CONNECTION WATERTIGHT. DRY WELLS TO BE 10'MIN, a).PROTECTION: f ^ {� AWAY FROM HOUSE PR07ETEaINSTAUEDPRDD,cTSNNTILcoMPLETIDNDFPRDJEcr. Construction Site: Owner/Agent: Designer/Contractor: �/ I !lr�� B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. 2300 HOBART ROAD O O Oo • SOUTHOLD,NY �..'1u..�• 0 o Compliance: 0.8%Better Than Code Maximum UA: 122 Your UA: 120 Maximum SHGC: 0.40 Your SHGC: 0.32 M O The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. ` �1 It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. r^ Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path In REScheck.Each slab-on-grade Q GFACALCULATIONS assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. LOCATION: AREA: / \ PROPERTY: 14,712.SF Envelo x� =W is. - - - ` (280-207d)GFA PERMITTED: 2689.0 SF / R \ EXISTING/PROPOSED 1ST.FLOOR: 1148.8 SF Ceiling:Flat Ceiling or Scissor Truss 715 34.0 0.0 0.032 0.026 23 19 bo� Ceiling 1:Cathedral Ceiling 42 30.0 0.0 0.034 0.026 1 1 / EXISTING 2ND.FLOOR 661.SSf Wall:Wood Frame,16"o.c. 1,056 20.0 0.0 0.059 0.060 54 55 iv __ Window:Wood Frame N 0-41 -- ��, PROPOSED NEW SECOND FLOOR: 757.2 SF SHGC:0.31 24 0.290 0.320 7 8 TOTAL GFA: 1906.0 SF® Window 1:Wood Frame 119 0.290 0.320 35 38 ® En ® - I SHGC:0.32 ce Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other � m calculations submitted with t e permit application.The ro�ed buildinghas been designed to meet the 2018 IECC requirements in I p OT METES AND BOUNDS BY: REScheck Version:RESche Wb and topcomply with the mohdatory reuirements listed in the REScheck Inspection Chec list. I ANTHONYSURVEYED FE LEW.AND .1997SKI SURVEYED FEBRUARY 28.1997 I - T Name-Title bianature`�./ Date 22.0' - - 14.5' SCTM:1000-64-03-05 PROPOSED NORTH ELEVATION Project Title:SCHAFFER Report date: 05/07/24 �- N SCALE: 1/8" = �1-011 Data filename: Page 1 of 2 W LU -� Q) Z .� Z � ZLo U J X O N z0 ° ti rl �; 2- 0 °° ® ® ® ® 12- ® ® ® ® 2" &5' 0 M 3 V/ 11 �0'^ 1 1/4 1 1/2 1 1/4 1 1/4 �^ W V) ® ® ® ® • LAV. LAV. 0 LL FASTENER TYPE: SPACING: W.C. O No.8 WOOD-SCREW BASED ANCHOR WITH I6"OC BAH /�� 21n.EMBEDMENT LENGTH �V�) No.IB WOOD-SANCHOR Wrrd BASED ANCHOR WRH I6"OC 21n.EMBEDMENT LENGTH 3 1 1/4 1/4N.dia.LAGSCIEW 2 I C.O. BASED ANCHOR WITH 16"OC O 21a.EMBEDMENT LENGTH • 3 ^` ® ® I3^ ® ® SHEATHING APA PLYWOODC. F.A.I. SHEATHING 1/2"APA RATED SHEATHING -1 L GRADE PLYWOOD (ALTEMTIVIVE:7/16"O.S.B.) • • ® ® 1/2'APA RATED SHEATHING GRADE PLYWOOD (ALTERNATIVNE:7/16.O.S.B.) ® DRAWN B 4 FASTENER TYPE: SPACING' zx4TUDS SLOPE"1/4"PER FOOT PITCH TO DRAIN No.B WOOD-SCREW STUDS TO APROVED BASED ANCHOR WIN lD•tx: ® ® TRAP HOUSE SEPTIC SYSTEM 5/7/2024 WINDOWSILL 21n.EMBEDMENT LENGTH TYPICAL WINDOW OPENING No.10 WOOD-SCREWS BASED ANCHOR WITH 12"OC PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH THAN 4 FEET 1/1*,.dw.uwscREW BASED ANCHDRWITH 16.OC ® ® PLUMBING SCHEMATIC SCALE: E PLAN 21n.EMBEDMENT LENGTH • TYPICAL DOOR OPENING SCALE: NOT TO SCALE PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBL ES FAS ENER TYPE: SPACING: C 2-ETHDF02 STUDS CONNECTED No 8WOOUSCREW r N� - AND EQUAL OR SMALLER TOGETHER#2 S STAINLESS STEEL V Y THAN 6 FEET OR GALWNIZED BOLTS W/WASHERS 2A EMBFNOT�4ENT WITH H roc �DN SQ2'-0 C-,S C,y SHEET NO: No 10 HNOObSCRElYS ` O TYPICAL MULTIPLE OPENINGS nn�E°MeED"CHDRr�H B'a y~ • PANEL SPAN GREATER THAN 6 FEET Cq AND EQUAL OR SMALLER 1/4M ma LAGSCREW Q BASED ANCHOR 16.00 V WITH THAN 8 FEET 21n.EMBEDMENT LENG H r �,, WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC.R301.2.1.2 NYS CODE: PROTECTION OF OPENING ov WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL gO�ES S)(} CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. - 9 ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMME-NDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS \ t ^ ENDWALL RAFTER Z WALL STUD CRIPPLE STUD d BOTTOM PLATE O RIDGE ft LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL O RAFTER ^ JACK STUDS H FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS t . , � O 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS ■ r BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC �I WALL STUD THROUGH-ROOF EXHAUST ► 1 VENTS SELECTED AND 1�1 METAL STRAP LOCATED BY CONTRACTOR t /� CRICKET AT TOP-SIDE OF VENTILATION CHANNEL v I O O RIM BOARD CHIMNEY AS REQUIRED Z u RAFTERhrI"I' SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN ' , '• ' , '• , , 'I ' , ', , , ,• VENTILATION WOOD JOIST O O SIDEWALL FLASHING cn FOUNDATION TOP PLATE BLOCKING �y O • - - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING O • , ' BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST N STAPPING TO BE ATTACHED TO WALL STUDS 048"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA r/1 AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER Q THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. �.• SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - B" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT/ EXT. PLYWOOD Q ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1A INCH IN DIMENSION. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x3O" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 0-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND NSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLO R WALL ROOFING LAPS BASE so FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME / EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES oe THROUGH VENT WOOD JOIST ri TOP PLATE GIRDER/HEADER SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH FROM PEAK TO ALLOW FREE RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. N INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE & REDUCE BUMP OUTS Lim ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD 'W DBL. SILL PLATE �/ ••z TERMITE SHIELD ' /—WOODSUBFLOOR (D SILL GASKET ' WOOD JOISTS Z r ♦ NEOPRENE CONC. SLAB GASKET "�. ' 2x6 /2x8 CONTINUOUS WOOD PLATE TYP. CONC. FOUNDATION ( A 6 MIL. POLY V I W Co DAMPPROOF EXTERIOR . � BOLTED TO STEEL BEAM WITH Q N y GRANULAR FILL , , X 6MIL POLY ON EXTERIOR ' �•� 1/2 " DIA. BOLTS 048" o.c. STAG. J J • V STEEL COLUMN _ e. 's • '• a I • a s' ° ° ROOF JACK '1��♦ ,�.�, STEEL BEAM z OO v ♦ CONC. SLAB '� G• co ^ 1.4 ANCHOR BOLT EMBEDMENT: I 4" x 1 4" x 8" STEEL O BOLOCKDW ONCRETE:15" TOP AND BOTTOM PLATE ,..'.� O r COMPACT FILL —� r ROOFING LAPS • a • 2 " e FLASHING AT WITH 1/2" x 6" ANCHOR BOLT VJ �•� KEYWAY FOOTING ° V A C•p CONC. FTG. s' SIDES AND TOP e•e • 0'0 G O ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS 1/2" GROUT O co • • (USP LBPS58 OR BP583) W W I I � 3" STEEL COLUMN VJ REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT DRAIN TILE p LL ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM O CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC {y WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON--ON-GRADE) ROOF JACKS& VENTS DETAIL 1 f—SUB FLOOR O CONC. SLAB I DOOR FRAME 6X6 10/10 WWM GARAGE o--JOIST COMPACT FILL ' DOOR USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLAB • P.T. PLATE 1 W/ 6X6 WMM \I SLOPE // 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT DRAWN BY: JF ` 1/2" AIR SPACE < 1 • ° 7 1 2r' (WITH A NAILING PLATE IF NEEDED) ' ' .• `•'�:'� AT END AND d• •" .0, ••• °• :• •� .• TO BE APROX. 1/2" OR HIGHER THAN L,t�Q ES OF WOOD �a f • • STEEL BEAM TO ALLOW FOR SHRINKAGE a --a-----v-- -• • a a a G•••0 _ •a °•e • ( ) • .+- + 4' BEAMS 0 e O GRADE •, . •• PROVIDE STRAPPING TO KEEP JOISTS ALIGNED "� 'A .L%'o A. 6X6 W.W.M. •- - -�- +•- - s ='�I d °• p••p _ /7/LO24 12" • ' a a a . • A e O ° SUBFLOOR MIN. e@•a 0 A e 0 e �'A `I.s /1.r a ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM • ° „ �— .t , NOTCH EQUALS 1/4 DEPTH OF BEAM 0 • • °° �� a REINFORCING BAR • •_ °•,e•s _ �101ST DRAIN TILE �/ �I •� e REINFORCING BAR (� ° SCALE: SEE PLAN •° : SHEET METAL / 30# FELT UNDER BEAM AT POINT �•' • • STEEL BEAM 12" OF CONTACT WITH CONCRETE OR CONC. BLOCK • • 3" PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. . �. SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET OF NEB SHEET N O: o Cy�Ir m ' ,' uj ;'t ' — 10 ���• 0525,E �' ' � �OFES SIONA�� WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: Z GENERAL NOTES 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3RESIDENTIAL O 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of IOd common nails required QTY. SPACING CONSTRUCTION NOTES' in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO S'WALL:3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) O 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: A Intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE) PER FL IRC,2 LA S,C UNIFORM FIRE PREVENTION AND BUILDING CODE TO TOP PLATE 10'WALL:4-8d COMMO JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 1�ssJ� construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH LAB0 O r sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 MO FINISHED CEILING) W P4 w 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 �•i� meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS L/360 hed with uplift connections in TO RAFTER WFCM These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the -SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8"THICK) 60 CEILINGS(PLASTER,STUCCO) I/360 FIRE ESCAPES 40 C CEILINGS(GYPSUM) U240 should be adhered to even If in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE P WALLSE WALLS(6^THICK) 85 p 2-8d COMMON GUARDS AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS 1/240 accordance with table 3.3. TO RAFTER END NAIL SIP WALLS t0 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL ERVEHICLES COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.200016s EXTERIOR WALLS(PLASTER,STUCCO) H/360 }� (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL- NON-SPASSALEEPING I VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 Pq First wall studs shall be connected to the foundation,sill plate,or bottom plate with upliftNON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) H/120 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) L/600 (/� O O responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under STAIRS 40 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES ROOF GROUND SNOW LOAD 20 Z precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt v spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. P g P P a 2-16d COMMO LOAD PATH SEE CONSTRUCTION GENERAL PATH CONNECTION C anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 4-16d COMMO INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE N Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. YP l P STUD O.C. NAIL Sym.: attached with 8d common nails at 6"D.C.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. HEADER TO 16"O.C. FACE 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7"o.c.at panel 16d COMMON SMOKE&CO2 DETECTORS � CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END TRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION Q 8).Wind load requirements shall be taken Into account during construction. PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floors above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN,UNDERLAYMENT FLOOD 8 () tYP g 7),INTERIORSHEARWALLCONNECTIONS: FLOOR FRAMING: LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. 17 I NONE P Y• TO HEAVY MODERATE 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: 4-Sd COMMO PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached .c existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE P SHEATHING LOCATION NOTES be Installed with#5 re-bar, long at 12"o.c..Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 2-8d COMMO 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3 5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be TO JOIST END NAIL poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1(BOTH FIELDS) o Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.C. d COMMON @ 12"O.C. to be minimum 3-1/2 inch thick.All fill to be compacted to 95/o relative density with g 3-16d COMMO @ NOTE:2 FOR PANEL FIELD anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 6"maximum lifts(layers). along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL 8x16 cast Iron foundation vent for every 150 sq.ft.of area. DECK AND COVERED PORCH NOTES: T ON LEDGER 3-8dCOMMO PER TOE NOTES JOIST 7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade onion of exterior walls prior to backfillin . All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMO JOIST NAIL g P P g 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 0- TOE NAIL 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMO PER the 4 foot perimeter edge zone attachments required shall be used. ` Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 FRAMING NOTES g 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. Li.. 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL QTY. SPACING 3).Tabulated 4 Inch o.c.nails spacing assumes Sheathing to rafter/truss framing members with G>0.49.For w Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. P g g g below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS' (�� Z SHEATHING LOCATION _ Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING' NOTES NAIL SPACING NAIL SPACING AT INTERMEDIATE ICJ � � d" 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD B P 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL � 7 � �('� otherwise. JOINT DESCRIPTION Z Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) r' M where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD UJ 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS 0 WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 N Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. en J X -J � openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES �'I � O O openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)•All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and GO and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Z Z m and blocking where applicable. QTY, SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall r^ O M 5).Ali flush beams/headers to be installed with heavy duty galvanized hangers and PANELS WFCM-SBC be used. v�/J anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMO 3"O.C.EDGE U) � O 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with W Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O,C,EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 Inches o.c. U_ Sd COOLERS O on plans. WALLBOARD 10"O.0.FIELD 2).Vera septic stem with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. 7).Provide 2-1-3/4"thick microlams(height to match floor Joists)around stairwell and/ r Verify P system g ty P PP FLOOR SHEATHING other access openings unless otherwise noted(typical). 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure.Vera with the JOINT DESCRIPTION 1).PROVIDE ON TYPE-X RSSHEETROCKAN FIRE STOPPING AT T MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. Q 8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P �' QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ, VV where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE E MIN.44"SILL•AFFGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1•Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 12" '^ HVAC SYSTEM NOTES 8d COMMOIll O.C.FIELD (5.7 SQ.FT.2ND.FLOOR) 1"OR LESS V, 9).Provide blocking(bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists NYS Residential Code R302.11-FIREBLOCKING REQUIRED O under all bearing walls. 1).Mechanical subcontractor Is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Firebimking shall be provided In wood-frame construction in the following locations. needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,Including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be flreblocked at Intervals not exceeding 10 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing eeL Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in wails constructed u CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing SOIL COMPACTION: g parallel rows of nods or staggered studs.Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all Interconnections between concealed vertical and horizontal spaces such as occur at soffits, D 1R \W N BY• IF 12).Unless otherwise noted use 3/4"thick T&G PTS fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings. ■ PYw ELECTRICAL NOTES: shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed members shall be doubled,or alternate connectors, 3).in concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stain shall comply with current N.Y.S.Residential Code. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE 13.All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at calling and floor level,to resist the free passage of C/�/�O�� 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSION J AL AGENCY FOR COMPACTION. flame and products of combustion. ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the flreblocking of chimneys and fireplaces,as required by arrant N.Y.S.Residential Code. to have regular 1/2"sheetrock.All walls to be taped and finished. 3).All electrical work to comply with 2014 NEC. to be reduced tot-16d nail per foot. INCLUDING SUB FLOOR.Is COMPLETE. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or SCALE: SEE PLAN approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to JEXTIRIOR FIBERGLASS COLUMNS TO BE HB&G OR APPROVED EQUAL.INSTALL WITH CAP OV N� be installed with a foam sill gasket and cop-r-tex termite shield Or approved equal. r,1,r AND BASES.USE WITH FLASHING CAPS TO +`i' SHEET N O■ COVER TOP O ♦r CO Lr rot �FESStONP A- 11 Joseph Fischetti, PE 1725 Hobart Road Southold, NY 11971 516-848-6764 PROFESSIONAL ENGINEER ENIXI NT 3 � wingman@optonline.net e 1 � EGRESS WINDOW AND WELL 1 10'-0" 3'- 11/2' 14'-31/2" 4'-6" 00 CLOSET rn �n OFFICE EGRESS WINDOW AND WELL 142 SF FFL-CEILING FFL-CEILING 6'-8" 6'-8" CV 10'-6 1/2" UTILITY RM 4'-0" ARCHED OPENING N 24'-9 1/2" 7'- 10 1/2" T 01 10 OPEN BASEMENT 544SF FFL-CEILING 6'-8" 10'-2" 8'-8" CV M i O N R-13 THROUGHOUT BILCO DOOR CRAWL SPACE 13'-2" No. Description Date i CRAWL SPACE 1\� C) cn MZ c O . (V � to O 70 Basement Plan _w Project number 2326 Date Issue Date CVO• 05251 ti� Drawn by Author OFESS,O�P Checked by Checker Q n Basement °° 1/4" = 1'-0" AO (0 U) N O Scale 1/4" = 1'-0" N co