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HomeMy WebLinkAbout46012-Z �o�OS�f 1 Town of Southold 1/27/2024 a P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44901 Date: 1/27/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 8570 Nassau Point Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 118.-5-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/9/2021 pursuant to which Building Permit No. 46012 dated 4/1/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with finished basement, covered front porches, rear covered porch,rear screened porch, outdoor kitchen and attached garage with storage above as applied for. The certificate is issued to Gray,Heath&Rhodes,Molly of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1332 6/23/2023 ELECTRICAL CERTIFICATE NO. 46012 9/20/2023 PLUMBERS CERTIFICATION DATED 8/18/2023 George Berry, Jr. Au o 'zed -gnature SUFFoi � TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • ��fi 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#: 46012 Date: 4/1/2021 Permission is hereby granted to: Gray, Heath 175 W 12th St Apt 18E New York, NY 10011 To: demolish existing dwelling and construct a new single-family dwelling as applied for per SCHD & Trustees approvals. At premises located at: 8570 Nassau Point Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 118.-5-5 Pursuant to application dated 3/9/2021 and approved by the Building Inspector. To expire on 10/1/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,944.00 CO-NEW DWELLING $50.00 DEMOLITION $623.20 Total: $4,617.20 Building Inspector FFoc.r TOWN OF SOUTHOLD BUILDING DEPARTMENT moo: 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#: 45975 Date: 3/24/2021 Permission is hereby granted to: Gray, Heath 175 W 12th St Apt 18E New York, NY 10011 To: 300a.underground electric service upgrade. V0 .- CAd�zd �n 1&0/a At premises located at: 8570 Nassau Point Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 118.-5-5 Pursuant to application dated 3/24/2021 and approved by the Building Inspector. To expire on 9/23/2022. Fees: ELECTRIC $85.00 Total: $85.00 Buildi nspector SOUry�l Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 1 1 97 1-0959 sean.devlinl'a�town.southold.ny.us �4UNTN,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Heath Gray Address: 8570 Nassau Point Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 46012 Section: 118 Block: 5 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: G&S Electric License No: 578ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 112 Ceiling Fixtures 52 Bath Exhaust Fan 6 Service 3 ph Hot Water Gas GFCI Recpt 13 Wall Fixtures 37 Smoke Detectors Main Panel 200X2 A/C Condenser 4 Single Recpt Recessed Fixtures 95 CO Detectors Sub Panel 100A A/C Blower 4 Range Recpt Gas Ceiling Fan 3 Combo Smoke/CO 11 Transfer Switch 400A UC Lights 54' Dryer Recpt N Emergency Strobe Heat Detectors 2 Disconnect 4 Switches 130 Step Light Exit Fixtures 11 Sump Pump 2 Other Equipment: Fridge, Mini Fridge(3), Oven, Micro, Hood(2), Warming Drawer, DW(2), Ice Maker, Septic Disconnect, BBQ, Floor Heat(4), 200A Panel 40 Circuit/40 Used, 200A 40/40, 100A 24/14 Notes: AS BUILT NO VISUAL DEFECTS " Two Story w/ Finished Basement Inspector Signature: Date: September 20, 2023 S.Devlin-Cert Electrical Compliance Form o�*rjf S0�/T�,o Town Hall Annex Telephone(631)765-1802 54375 Main Road _ Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT - TOWN OF SOUTHOLD A U G 1 8 2023 BUR DING.DEPT. CERTIFICATION Date: Building Permit No. . Owner: 7 rC,` _ (Please jpri ) Plumber• \.J e-O V� (Please print i I certify that the solder used in the water supply system contains Iess than 2/10 of 1% { lead. m ers ature) Swom to before me this �' '✓ 1 day o 20 Q�? CONNIE D.BUNCH Notary Public,State of New York No.01 BU6185050 No Public evOOu Qualified in Suffolk county. y —county- Commission Expires April 14,2 GG # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO-N [ OUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY'INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI�N [ ] PRE C/O REMARKS: -t� f (V6VAA 1;�&� Pft-t,-4 ✓ w LAr FwU.,,/ DATE INSPECTOR VAX/ 4 V I o�apE SO(/Tho TOWN OF SOUTHOLD BUILDING DEPT. coutm, 765-1802 ,. '.' INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ UNDATION 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 REMARK ' oa fftvw ik smp iq Dy--v �-6(A o DATE 10 1L+ INSPECTOR" �tpf SO//lyo # TOWN OF SOUTHOLD BUILDING DEPT. G • Q ���• �ir °� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND. fp4 INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION_ [ ] PRE C/O REMARKS: cam/ %S X Ll w,cts U S DATE 3 2 INSPECTOR O��OF SOUTyo! 4 -7 0 W !�4. # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] 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: (� t m Sv L-A Az,,- gA::yy ICJ O ,ct n -r- ��e.0ND Vr lwtSS oi2- AIZ� 1 N THE V SaT TA-`I' l DATE 1 INSPECTOR O�v ho�aOF SOUIyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. C0OUNN�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL(D [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ .] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: i V Co r i DATE �OY�I INSPECTOR so # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] 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:Ao doe-11c DATE 2 INSPECTOR ' .. �. ;,,�;-�. w.,;�.::,x� f_` F A .Nt IF .1 r t w f► r � + �1 �I• Z y t y � t' '�-- ��•�, i4�'Y _- � �_` ...�- ►0' - :..�-• .- ,� j .`� xs�l/ .�,j�i%fjPi `�1•�� r'/ � x i 4k i y - 21 4 ,, e . lk _.� J ram') •: '�: w ! , Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address,of Test 350 Aborn Lane,Cutchogue,NY 11935 Test Date 5/22/2023 Building Permit#: 46012 Compliance Pathway Performance Test Completed by: Christopher Silvia NET Rater ID# 4150294 Home Energy Solutions ® L, lUl NATE.ID# 187 East Main Street C ID# Huntington,NY-11743 lVll�Y. L 5 2�2 ICBPI# 631-673-0664 cluiu vUUEVE Building Envelope Tightness Volume Calculation: Check if- Floor Area Volume ❑✓ Conditioned Basement Basement 2780 27804 ❑Conditioned Crawl Space 1St 2784 28121 ❑� Sealed Attic 2rd 1767 16987 *The conditioned floor area of dwelling is calculated in ` 3rd acco with ANSI Z765,except that conditioned floor Attic 13020 ea inclu s areas here the ceiling height is less than 5 Total Volume 85932 ft' CFM @50 pa 2.293 Air changes/hr@5 a 1.6, Code Compliance: Pass Duct Tightness: Post Construction -Tot D et Leakage System-i: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFMI100 fe CFA N/A Code Compliance: Exempt System-2: Within Condition Space Duct Location Conditioned S aacer Floor Area Leakage CFM @ 25pa N/A CFM/100 ftz CFA N/A Code Compliance: Exempt System-3: Within Condition Space i Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ft2 CFA N/A Codc-C6mplianceij Exempt All building envelope tightiness testing has been ydrified using instruments_and procedures specified in ASTM E1827 as required by / 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC.as amended by 2020 New York State Supplement,Section 4033.4. Signature: ./ , . Date: 5/22/2023 Chnstoplier Silvia,Home Energy Solutions I-I0 Ivt E ENERGY Load Short Form Job: 350 Aborn st SOLUTIONS Date: 03/02/2021 Whole House By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysolutions.com Project • • For: Gray Residence 350 Aborn Street,Cutchogue, NY 11935 Design Information Htg Clg ilt io Outside db (°F) 10 88 Method ® S plified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 62 13 Fireplaces (Tight) Daily range - L AUG 14 2023 Inside humidity(%) 35 50 Moisture difference(gr/lb) 33 34 Bullding Department 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 (ff2) (Btuh) (Btuh) (cfm) (cfm) AH#1 2111 23293 20019 1173 1173 AH#2 2755 29097 13336 800 800 AH#3 1851 28474 19564 1173 1173 Whole House 6716 80864 53055 3146 3253 Other equip loads 22769 4953 Equip. @ 0.93 RSM 54179 Latent cooling 9551 TOTALS I 6716 I 103634 I 63730 I 3146 I 3253 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Pk- wrightsc f[' 2021-Mar-05 10:38:10 Right-Suite®Universal2021 21.0.02 RSU25299 Page 1 / � ...Lane\Man-J-S-D_Aborn St 350_Gray Residence.rup Calc=MJ8 Front Door faces:SE t N1 E I_N E RG Y Load Short Form Job: 350 Aborn st S O L U r 1 0 N1 S Date: 03/02/2021 AH #1 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysolutions.com Project • • For: Gray Residence 350 Aborn Street, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db ff) 10 88 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 62 13 'Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 33 34, HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Carrier Trade WEIL-MCLAIN Trade CARRIER-2 Stage Compressor Model ULTRA 155-CT Cond 24ANB736CO0310 AHRI ref 5677847 Coil FV4CNF003L AHRI ref 10329583 Efficiency 94 AFUE Efficiency 12.5 EER, 15 SEER Heating input 155000 Btuh Sensible cooling 24640 Btuh Heating output 139000 Btuh Latent cooling 10560 Btuh Temperature rise 108 °F Total cooling 35200 Btuh Actual air flow 1173 cfm Actual air flow 1173 cfm Air flow factor 0.050 cfm/Btuh Air flow factor 0.059 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.81 ROOM NAME Area Htg load CIg load Htg AVF Clg AVF (ffz) (Btuh) (Btuh) (cfm) (cfm) 1/2 Bath 36 981 461 49 27 Butler Pantry 39 0 0 0 0 Den 209 3204 3241 161 190 Dining Room 242 1836 1716 92 101 Foyer, 138 3091 2016 156 118 Hall 1 68 0 0 0 0 Kitchen 333 3967 4993 200 293 Laundry 59 1322 1042 67 61 Living Room 573 4476 4684 225 274 Mud Room 190 3648 1400 184 82 Pantry 50 0 0 0 0 Pet Area 42 768 467 39 27 PWDR 33 0 0 0 0 Stairs 3 40 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. * wrightso4t" 2021-Mar-0510:38:10 Right-Suite®Universal 2021 21.0.02 RSU25299 Paget � + ...Lane\Man-J-S-D_Aborn St-350—Gray Residence.rup Calc=MJ8 Front Door faces:SE Stairs 4 i 60 i 0 1 0 1 0 1 0 AH#1 2111 23293 20019 1173 1173 Other equip loads 6315 1374 Equip. @ 0.93 RSM 19981 Latent cooling 5090 TOTALS I 2111 I 29608 I 25071 I 1173 I 1173 1 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t wrightsof -, 2021-Mar-0510:38:10 ���.J. ..,..�..«„ Right-Suite®Universal 2021 21.0.02 RSU25299 Page Lane\Man-J-S-D_Aborn St_350_Gray Residence.rup Calc=MJ8 Front Door faces:SE HCA)M E E N E KG Y Load Short Form Job: 350 Aborn st s u L u'r t+a v S Date: 03/02/2021 AH 112 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysolutions.com Project Information For: Gray Residence 350 Aborn Street, Cutchogue, NY 11935 i Design Information Htg Clg Infiltration Outside db (°F) 10 88 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 62 13 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 33 34 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Carrier Trade WEIL-MCLAIN Trade CARRIER-2 Stage Compressor Model ULTRA 155-CT Cond 24ANB724AO0310 AHRI ref 5677847 Coil FV4CNF003L AHRI ref 10328104 Efficiency 94 AFUE Efficiency 13.0 EER, 16 SEER Heating input 155000 Btuh Sensible cooling 16800 Btuh Heating output 139000 Btuh Latent cooling 7200 Btuh Temperature rise 158 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.058 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat I Load sensible heat ratio 0.70 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Zone1 682 10567 7381 291 427 Zone 2 2073 18530 6440 509 373 AH#2 2755 29097 13336 800 800 Other equip loads 9652 2100 Equip. @ 0.93 RSM 14417 Latent cooling 6672 TOTALS I 2755 I 38750 I 21089 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrighttsOft- 2021-Mar-05 10:38:10 Right-Suite@ Universal2021 21.0.02 RSU25299 Page ACa ...Lane\Man-J-S-D_Aborn St_350_Gray Residence.rup Calc=MJ8 Front Door faces:SE H®R M E ENERGY ' Load Short Form Job: 350 Aborn st S O L u T I if 1 S Date: 03/02/2021 AH 113 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysolutions.com i Project • • For: Gray Residence 350 Aborn Street,Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 88 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 62 13 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 33 34 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Carrier Trade WEIL-MCLAIN Trade CARRIER-2 Stage Compressor Model ULTRA 155-CT Cond 24ANB736CO0310 AHRI ref 5677847 Coil FV4CNF003L AHRI ref 10329583 Efficiency 94 AFUE Efficiency 12.5 EER, 15 SEER Heating input 155000 Btuh Sensible cooling 24640 Btuh Heating output 139000 Btuh Latent cooling 10560 Btuh Temperature rise 108 °F Total cooling 35200 Btuh Actual air flow 1173 cfm Actual air flow 1173 cfm Air flow factor 0.041 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 0.79 ROOM NAME Area Htg load CIg load Htg AVF Clg AVF (ftZ) (Btuh) (Btuh) (cfm) (cfm) Zone 3 1036 13217 9907 544 541 Zone 4 815 15257 13542 629 739 AH#3 1851 28474 19564 1173 1173 Other equip loads 6802 1480 Equip. @ 0.93 RSM 19655 Latent cooling 5598 TOTALS I 1851 I 35276 I 25253 I 1173 I 1173 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti 44a- wrigehtsoft- 2021-Mar-05 10:38:10 Right-Suite@ Universal 2021 21.0.02 RSU25299 Pages ...Lane\Man-J-S-D_Aborn St_350_Gray Residence.rup Calc=MJ8 Front Door faces:SE �t w NI I E N Ex G Y Load Short Form Job: 350 Aborn st S o L u"r l 0 1 5 Date: 03/02/2021 Zone 1 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysolutions.com Project • • For: Gray Residence 350 Aborn Street, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 88 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 62 13 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 33 34 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) Hall 2 30 0 0 0 0 Hall 3 42 0 0 0 0 Her W.I.0 52 0 0 0 0 His W.I.0 36 0 0 0 0 Master Bath 165 2888 1952 79 113 Master Bedroom 281 4111 3013 113 174 Office 77 3568 2416 98 140 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigh soft- — 2021-Mar-0510:38:10 Right-Suite@ Universal 2021 21.0.02 RSU25299 Page Lane\Man-J-S-D_Aborn St_350_Gray Residence.rup Calc=MJ8 Front Door faces:SE Zone 682 10567 7381 291 427 Other equip loads 0 0 Equip. @ 0.93 RSM 6894 Latent cooling 1187 TOTALS I 682 I 10567 I 8080 I 291 I 427 r Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrighli scrft", 2021-Mar-05 10:38:10 Right-Suite®Universal2021 21.0.02 RSU25299 Page iC� ...Lane\Man-J-S-D_Aborn St 350_Gray Residence.rup Calc=MJ8 Front Door faces:SE H®N1 L E N L R G Y Load Short Form Job: 350 Aborn st �L u r!�i N s Date: 03/02/2021 Zone 2 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysolutions.com Project Information For: Gray Residence 350 Aborn Street, Cutchogue, NY 11935 Design Information Htg Cig Infiltration Outside db (°F) 10 88 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 62 13 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 33 34 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 Cig load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) BSMT Bath 56 837 132 23 8 BSMT Bedroom 314 2579 1661 71 96 BSMT Foyer 289 3059 439 84 25 Closet 1 113 1444 72 40 4 Closet 2 158 2774 386 76 22 REC Area 1065 7838 3750 216 217 Stairs 1 37 0 0 0 0 Stairs 2 42 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2021-Mar-05 10:38:10 .. . Right-Suite®Universal202121.0.02RSU25299 Page ...Lane\Man-J-S-D_Aborn St_350_Gray Residence.rup Calc=MJ8 Front Door faces:SE Zone 2 2073 18530 6440 509 373 Other equip loads 0 0 Equip. @ 0.93 RSM 6015 Latent cooling 2175 TOTALS l 2073 I 18530 I 8189 l 509 I 373 \ Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrig 1t5Oft' 2021-Mar-05 10:38:10 r Rig ht-Su ite®U niv ersal 2021 21.0.02 RSU25299 Page 9 / � ...Lane\Man-J-S-D_Aborn St_350_Gray Residence.rup Calc=MJ8 Front Door faces:SE 1-1 Ofk N1 E E it E R G Y Load Short Form Job: 350 Aborn st SO L U T IONS Date: 03/02/2021 Zone 3 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysolutions.com Project • • For: Gray Residence 350 Aborn Street, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 88 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 62 13 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 33 34 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 CIg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (Cfm) (cfm) Bath 2 56 205 56 8 3 Bath 3 82 1045 821 43 45 Bath 4 101 2532 2167 104 118 Guest Bath 72 668 176 28 10 Guest W.I.0 28 0 0 0 0 Hall 157 2087 1068 86 58 Hall 5 165 2586 2355 107 129 Office 2 218 4094 3264 169 178 Stairs 5 44 0 0 0 0 Stairs 6 40 0 0 0 0 W.I.0 2 42 0 0 0 0 W.I.0 3 30 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2021-Mar-05 10:38:10 Right-Suite®Universal 202121.0.02 RSU25299 Page 10 ACCh ...Lane\Man-J-S-D_Aborn St_350_Gray Residence.rup Calc=MJ8 Front Door faces:SE Zone 3 1036 13217 9907 544 541 Other equip loads 0 0 Equip. @ 0.93 RSM 9253 Latent cooling 1341 TOTALS I 1036 I 13217 I 10595 I 544 I 541 i Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. . y. wrightsoft- 2021-Mar-0510:38:10 Right-Suite®Universal 2021 21.0.02 RSU25299 Page 11 AiCX ...Lane\Man.J-S-D_Aborn St_350_Gray Residence.rup Calc=MJ8 Front Door faces:SE 140WNIE ENERGY Load Short Form Job: 350 Aborn st s 0 L U l I Q N 5 Date: 03/02/2021 Zone 4 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysolutions.com Project • • For: Gray Residence 350 Aborn Street, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 88 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 62 13 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 33 34 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 M2) (Btuh) (Btuh) (cfm) (cfm) Guest Bedroom 268 6166 4902 254 268 Bedroom 2 300 3015 3220 124 176 Bedroom 3 248 6076 5420 250 296 Zone 4 815 15257 13542 629 739 Other equip loads 0 0 Equip. @ 0.93 RSM 12649 Latent cooling 1924 TOTALS I 815 I 15257 I 14572 I 629 I 739 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2021-Mar-0510:38:10 Right-Suite@ U niversal 2021 21.0.02 RSU25299 Page 12 �r� ...LanelMan-J-S-D_Aborn St_350_Gray Residence.rup Calc=MJ8 Front Door faces:SE Foundation Mechanical Legend Sheol Metal Supptyhunk 9 - Sheet Metal Relum Tmak_ Flax Ducl- - --�--Supply GrillelRegister -- m `-—_—'_CmbelRegisLer Above-.. a r a Wall GrillelRegister 96 rf r I 6^ 72 r[u REC Area8" 8" 7��"' 6• 7-'cfnr 6- BSM Bed— 4" !1x .Ret River S' 6" 5' i0 If. /0 S' 260clm IS s10 76 r(n+ 6.r b.r ——I— —— S•• 1 IO Ret I?!- 9r10 bx Rel River l's lS.r t0 f3.</0 /0 /0 close,1 q^ bset 2 -Q1 I 8 7 x talfs 2 S' BSMi Ba 0 L I3 s 23 1 Slora e bx q^ 6' 6 6i q^ 60c 6" I 6 7" 6x 6c 10 Slalrs t I /n.r 8.r Ret"n- S"P f0 to River 16s 9' BSMT Foyer /0 Mech "x10 »x10 /0 ?Oc�rr Ref Rt" 21s Mot" Sup db ro Rice 1bx f6x 10 10 Job#: 350 Aborn st Home Energy Solutions Scale: 1 : 171 Performed by Marvin Murillo for: , Page 1 Gray Residence 187 E.Main St RightSuite@ Universal 2021 350 Abom Street Huntington,NY 11743 21.0.02 RSU25299 Cutchogue,NY 11935 Phone:631-673-0664 2021-Mar-05 10:38:25 www.home-energysolutions.com GDLaMay3@gmail.com .,_Abom St-350—Gray Residence.rup 1 1st Floor Mechan"val Legere Q -- — --"q Sheet Metal Supply Trunk Sheet Metal Return Think flez Dap Supply Grille/Register GdtlelRegisler Above :-a = Wall Gtl11elRe ister 91 f 146 cfm !46 f (OJ f Y/f SRf -58 f - - -Master Bedroom Living Room - - Kitchen Dining Room 49 gfin V2 Bath Rel R!see - /5x lO jIle ? z'S97/r Office 92 cfm 10 - /40 cfm Panay Buller Pantry 9 mRer 10- PWOR Stairs4/3x ise Room FoyerHall 1 156 q6v ii stalrs 3den Pet Area Launtlry �-92 r 39�in 67�cfm 95 qfi ir YS cfm Garage 1 I\ Job#: 350 Aborn st Home Energy Solutions Scale: 1 : 171 Performed by Marvin Murillo for: Page 2 Gray Residence 187 E.Main St Right-Suite@ Universal 2021 350 Aborn Street Huntington,NY 11743 21.0.02 RSU25299 Cutchogue,NY 11935 Phone:631-673-0664 2021-Mar-05 10:38:25 www.home-energysolutions.com GDLaMay3@gmail.com Aborn St-350—Gray Residence.rup 1 2nd Floor Medlantcal Legend t g— ---- -- i) Sheet Metal Supply Trunk p- - tj Sheet Metal Realm Trunk Flex Dud —; -- Supply ca�eRtegister-- " GrilletR llisterAbove Well Gn1WRe Ister-- t lqB cJm 148 fa q 13q rfi 134,fm.. NN fin RR cftn Betl oom 3- 8 d<" - 6" 6" 76 I Bedroom room 2 11.c 428,f 10 .• .. 6s' 10x 6x IU 10 6s 10 1 11" __ Y, 96 10 14" pest W.L. 10 WI C3' lt.r 3Y6%m 6a Gu.tBat 1 , ,8 fR 4. Bath 3 4" �q c y0, fU Bnlh2 I.0 1' ' .268 f 7, alrs5 r Hall 5 ! Stairs 6 OfOce 2' Bath 4 Storagc2 1/B Cfm `89,�Im '89 J Job#: 350 Aborn st Home Energy Solutions Scale: 1 : 171 Performed by Marvin Murillo for: Page 3 Gray Residence 187 E.Main St Right-Suite@ Universal 2021 350 Aborn Street Huntington,NY 11743 21.0.02 RSU25299 Cutchogue,NY 11935 Phone:631-673-0664 2021-Mar-05 10:38:25 www.home-energysolutions.com GDLaMay3@gmail.com .._Aborn St_350_Gray Residence.rup 1-1.M E E N E RG Y Manual S Compliance Report Job: 350Abornst s u L u T I ti�N ti Date: 03/02/2021 AH #1 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysolutions.com Project • • For: Gray Residence 350 Aborn Street, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 88.4°F Sensible gain: 21393 Btuh Entering coil DB: 76.3°F Outdoor design WB: 73.2°F Latent gain: 5090 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 26483 Btuh Indoor RH: 50% Estimated airflow: 1173 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: 24ANB736C00310+FV4CNF003L Actual airflow: 1173 cfm Sensible capacity: 28867 Btuh 135%of load Latent capacity: 6196 Btuh 122%of load Total capacity: 35063 Btuh 132%of load SHR: 82% Heating, • • Design Conditions Outdoor design DB: 10.4°F Heat loss: 29608 Btuh Entering coil DB: 65.9°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Weil-McClain Model: ULTRA 155-CT Actual airflow: 1173 cfm Output capacity: 139000 Btuh 469%of load Meets all requirements of ACCA Manual S. t Wr'ightsoft- 2021-Mar-0510:38:10 Right-Suite®U niversal 2021 21.0.02 RSU25299 Page 1 Lane\Man-J-S-D_Aborn St 350_Gray Residence.rup Calc=MJ8 Front Door faces:SE >-IO Nt E ENERGY Manual S Compliance Report Job: 350Aborn st s I L U'L I CI N S Date: 03/02/2021 AH 112 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysolutions.com Project • • For: Gray Residence 350 Aborn Street, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 88.4°F Sensible gain: I 15435 Btuh Entering coil DB: 77.8°F Outdoor design WB: 73.2°F Latent gain: 6672 Btuh Entering coil WB: 65.0°F Indoor design DB: 75.0°F Total gain: 22108 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: 24ANB724A00310+FV4CNF003L Actual airflow: 800 cfm Sensible capacity: 19124 Btuh 124%of load Latent capacity: 5732 Btuh 86%of load Total capacity: 24856 Btuh 112°/o of load SHR: 77% Heating Equipment Design Conditions Outdoor design DB: 10.4°F Heat loss: 38750 Btuh Entering coil DB: 59.4°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Weil-McClain Model: ULTRA 155-CT Actual airflow: 800 cfm Output capacity: 139000 Btuh 359%of load Meets all requirements of ACCA Manual S. - - wrigLhtsof[- 2021-Mar-05 10:38:10 .. Right-Suite®Universal 202121.0.02RSU25299 Paget Lane\Man-J-S-D_Aborn St_350_Gray Residence.rup Calc=MJ8 Front Door faces:SE H®R N1 E E N E RG Y Manual S Compliance Report Job: 350 Aborn st s O L U r 10 4 S Date: 03/02/2021 AH #3 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysolutions.com Project • • For: Gray Residence 350 Aborn Street, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 88.4°F Sensible gain: 21044 Btuh Entering coil DB: 76.2°F Outdoor design WB: 73.2°F Latent gain: 5598 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 26642 Btuh Indoor RH: 50% Estimated airflow: 1173 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: 24ANB736C00310+FV4CNF003L Actual airflow: 1173 cfm Sensible capacity: 28880 Btuh 137%of load Latent capacity: 6119 Btuh 109%of load Total capacity: 34999 Btuh 131%of load SHR: 83% Heating Equipment Design Conditions Outdoor design DB: 10.4°F Heat foss: 35276 Btuh Entering coil DB: 66.4°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Weil-McClain Model: ULTRA 155-CT Actual airflow: 1173 cfm Output capacity: 139000 Btuh 394%of load Meets all requirements of ACCA Manual S. 1 Wf ightsofC" 2021-Mar-05 10:38:10 Right-Suite®Universal 2021 21.0.02 RSU25299 Page Lane\Man-J-S-D_Aborn St 350_Gray Residence.rup Calc=MJ8 Front Door faces:SE I-10M L L N E RG Y Duct System Summary Job: 350Aborn st SO L U T i u N 5 Date: 03/02/2021 AH #1 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysolutions.com Project • • For: Gray Residence 350 Aborn Street, Cutchogue, NY 11935 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.44 in H2O 0.44 in H2O Available static pressure 0.36 in H2O 0.36 in H2O Supply/return available pressure 0.215/0.145 in H2O 0.215/0.145 in H2O Lowest friction rate 0.063 in/100ft 0.063 in/10011 Actual air flow 1173 cfm 1173 cfm Total effective length(TEL) 568 ft SupplyDetail Table Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat[ Ln(ft) Ln(ft) Trunk 112 Bath h 981 49 27 0.066 4.0 Ox 0 VIFx 43.5 280.0 stl6A Den C 1620 81 95 0.072 6.0 OXO VIFX 59.5 240.0 stl7A Den-A c 1620 81 95 0.068 6.0 Ox0 VIFx 67.5 250.0 stl7B Dining Room c 1716 92 101 0.079 6.0 Ox 0 VIFx 47.0 225.0 stl7 Foyer h 3091 156 118 0.084 8.0 Ox 0 VIFx 36.5 220.0 stl7 Kitchen c 2497 100 146 0.083 8.0 Ox 0 VIFx 48.0 210.0 stl6 Kitchen-A c 2497 100 146 0.081 8.0 Ox0 VIFx 39.0 225.0 stl6 Laundry h 1322 67 61 0.084 5.0 Ox0 VIFx 37.0 220.0 stl6 Living Room c 1561 75 91 0.071 6.0 Ox0 VIFx 72.5 230.0 stl7A Living Room-A c 1561 75 91 0 0 Ox 0 VIFx 0 0 Living Room-B C 1561 75 91 0.080 6.0 OX 0 VIFx 59.5 210.0 stl 7 Mud Room h 1824 92 41 0.063 6.0 Ox 0 VIFx 49.0 290.0 stl6A Mud Room-A h 1824 92 41 0.072 6.0 Ox 0 VI Fx 42.5 257.0 stl 66 Pet Area h 768 39 27 0.084 4.0 Ox0 VIFx 45.0 210.0 stl6 wrightsoft- 2021-Mar-05 10:38:10 Right-Suite@ Universal 2021 21.0.02 RSU25299 Page 1 ACC , ...Lane\Man-J-S-D_Aborn St_350_Gray Residence.rup Calc=MJ8 Front Door faces:SE SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st1713 Peak AVF 81 95 0.068 228 6.2 10 x 6 ShtMetl st17A st17A Peak AVF 236 281 0.068 675 9.3 10 x 6 ShtMetl st17 st17 Peak AVF 560 592 0.068 710 12.2 10 x 12 ShtMetl st3 st16 Peak AVF 538 490 0.063 646 12.0 10 x 12 ShtMetl st3 st16A Peak AVF 233 109 0.063 559 8.8 10 x 6 ShtMetl st16 st1613 Peak AVF 92 41 0.072 220 6.0 10 x 6 ShtMetl st16A st3 Peak AVF 1098 1082 0.063 719 15.6 10 x 22 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in). Opening (in) Matl Trunk rb1 Ox 0 538 490 205.0 0.071 596 11.7 10x 13 ShMt rt3 rb8 Ox 0 560 592 228.5 0.063 568 12.4 10x 15 ShMt rt3 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt3 Peak AVF 1098 1082 0.063- 719 15.6 10 x 22 ShtMetl en,e iga,tsoft- 2021-Mar-05 10:38:10 e� .,...., Right-Suite®Universal 202121.0.02RSU25299 Paget ...Lane\Man-J-S-D_Aborn St_350_Gray Residence.rup Calc=MJ8 Front Door faces:SE Job: 350 Aborn st I-t�,i4t L ENERGY Duct System Summary S LL u-Flo N'S Date: 03/02/2021 AH 112 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysolutions.com Project Informatio For: Gray Residence 350 Aborn Street, Cutchogue, NY 11935 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure,losses 0.31 in H2O 0.31 in H2O Available static pressure 0.39 in H2O 0.39 in H2O Supply/return available pressure 0.214/0.176 in H2O 0.214/0.176 in H2O Lowest friction rate 0.069 in/100ft 0.069 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 569 ft SupplyDetail 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 BSMT Bath h 837 23 8 0.077 4.0 Ox 0 VIFx 16.5 260.0 st7 BSMT Bedroom C 1661 71 96 0.071 6.0 Ox 0 VIFx 50.5 250.0 st7 BSMT Foyer h 3059 84 25 0.072 6.0 Ox 0 VIFx 27.0 270.0 st7A Closet 1 h 1444 40 4 0.090 4.0 Ox 0 VIFx 75.6 162.0 st613 Closet 2 h 2774 76 22 0.089 5.0 Ox 0 VIFx 66.5 175.0 st6A Master Bath C 1952 79 113 0.078 7.0 Ox 0 VIFx 29.0 245.0 st9 Master Bedroom c 1004 38 58 0.070 5.0 Ox 0 VIFx 47.5 260.0 st9 Master Bedroom-A c 1004 38 58 0 0 Ox 0 VIFx 0 0 Master Bedroom-B C 1004 38 58 0.069 5.0 Ox 0 VIFx 57.0 255.0 st9 Office c 2416 98 140 0.081 8.0 Ox0 VIFx 45.0 220.0 st9A REC Area C 1250 72 72 0.111 5.0 Ox 0 VIFx 31.5 162.0 st6 REC Area-A C 1250 72 72 0.102 5.0 Ox 0 VIFx 44.5 165.0 st6 REC Area-B C 1250 72 72 0.098 5.0 Ox 0 VIFx 63.5 155.0 st6 r -�- wrightsoft, 2021-Mar-0510:38:10 Right-Suite@ Universal2021 21.0.02 RSU25299 Page Lane\Man-J-S-D_Aborn St-350-Gray Residence.rup Calc=MJ8 Front Door faces:BE SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st6 Peak AVF 331 244 0.089 796 9.3 10 x 6 ShtMetl st8 st8 Peak AVF 509 373 0.071 734 11.5 10 x 10 ShtMetl st1 st7 Peak AVF 178 129 0.071 427 7.7 10 x 6 ShtMetl st8 st7A Peak AVF 84 25 0.072 202 5.8 10 x 6 ShtMetl st7 st6A Peak AVF 116 27 0.089 278 6.3 10 x 6 ShtMetl st6 st6B Peak AVF 40 4 0.090 95 4.2 10 x 6 ShtMetl st6A st1 Peak AVF 762 742 0.069 686 13.4 10 x 16 ShtMetl st9 Peak AVF 253 369 0.069 664 10.2 10 x 8 ShtMetl st1 st9A Peak AVF 98 140 0.081 336 6.9 10 x 6 ShtMetl st9 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb5 Ox 0 253 369 257.0 0.069 591 10.2 10x 9 ShMt rt1 rb7 Ox 0 260 171 246.0 0.072 534 8.9 10x 7 ShMt rt1 rb2 Ox 0 250 202 116.5 0.151 566 9.0 Ox 0 VIFx rt1 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt1 Peak AVF 762 742 0.069 686 13.4 10 x 16 ShtMetl wrightsoft- 2021-Mar-05 10:38:10 Right-Suite®Universal 202121.0.02RSU25299 Page ACCK ...Lane\Man-J-S-D_Aborn St_350_Gray Residence.rup Calc=MJ8 Front Door faces:SE t-{V M E E N E RG Y Duct System Summary Job: 350 Aborn st O L U�1 L` Date: 03/02/2021 AH 113 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysolutions.com Project • • For: Gray Residence 350 Aborn Street, Cutchogue, NY 11935 i Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.44 in H2O 0.44 in H2O Available static pressure 0.36 in H2O 0.36 in H2O Supply/return available pressure 0.224/0.136 in H2O 0.224/0.136 in H2O Lowest friction rate 0.067 in/100ft 0.067 in/100ft Actual air flow 1173 cfm 1173 cfm Total effective length (TEL) 541 ft SupplyDetail 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 2 h 205 8 3 0.074 4.0 Ox 0 VIFx 10.5 290.0 stl 1 Bath 3 c 821 43 45 0.082 4.0 Ox 0 VIFx 20.0 252.0 SO OA Bath 4 c 2167 104 118 0.071 7.0 Ox 0 VIFx 29.0 285.0 SO 0 Bedroom 2 c 1610 62 88 0.073 6.0 Ox 0 VI Fx 18.0 290.0 SO 5 Bedroom 2-A c 1610 62 88 0.072 6.0 Ox 0 VI Fx 26.0 285.0 SO 5 Bedroom 3 c 2710 125 148 0.086 8.0 Ox 0 VIFx 29.5 232.0 st14 Bedroom 3-A c 2710 125 148 0.073 8.0 Ox 0 VIFx 21.5 285.0 SO4 Guest Bath h 668 28 10 0.067 4.0 Ox 0 VI Fx 31.0 305.0 SO 1 A Guest Bedroom c 2451 127 134 0.076 7.0 Ox 0 VIFx 43.0 252.0 stl 5A Guest Bedroom-A C 2451 127 134 0.072 7.0 Ox 0 VIFx 35.5 275.0 stl 5 Hall 4 h 2087 86 58 0.073 6.0 Ox 0 VIFx 26.0 280.0 SO 0 Hall 5 c 2355 107 129 0.073 7.0 Ox 0 VIFx 22.0 285.0 SO 1 Office 2 c 1632 84 89 0.071 6.0 Ox 0 VIFx 40.5 275.0 stl 1 Office 2-A c 1632 84 89 0.074 6.0 Ox 0 VI Fx 49.5 252.0 SO 1 A Ad- wrightsoft" 2021-Mar-0510:38:10 .. d. ,,., Right-Suite@ Universal2021 21.0.02 RSU25299 Page �+� ...Lane\Man-J-S-D_Aborn St-350 Gray Residence.rup Calc=MJ8 Front Door faces:SE SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st10 Peak AVF 233 221 0.071 560 8.6 10 x 6 ShtMetl st12 st11 Peak AVF 311 319 0.067 766 9.8 10 x 6 ShtMetl st12 st12 Peak AVF 544 541 0.067 653 11.9 10 x 12 ShtMetl st2 st14 Peak AVF 250 296 0.073 710 9.3 10 x 6 ShtMetl st13 st15 Peak AVF 378 443 0.072 638 10.9 10 x 10 ShtMetl st13 st13 Peak AVF 629 739 0.072 665 13.1 10 x 16 ShtMetl st2 st11A Peak AVF 112 99 0.067 268 6.6 10 x 6 ShtMetl st11 st10A Peak AVF 43 45 0.082 108 4.5 10 x 6 ShtMetl st10 st15A Peak AVF 127 134 0.076 321 6.9 10 x 6 ShtMetl SO st2 Peak AVF 1173 1280 0.067 768 16.4 10 x 24 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb10 Ox 0 361 396 204.5 0.067 370 14.0 Ox 0 VIFx rt2A rb11 Ox 0 355 428 106.0 0.128 546 12.0 Ox 0 VIFx rt2 rb9 Ox 0 196 188 188.0 0.072 444 9.0 Ox 0 VIFx rt213 rb4 Ox 0 261 268 95.5 0.143 490 10.0 Ox 0 VIFx rt2 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt2A Peak AVF 557 584 0.067 701 12.2 10 x 12 ShtMetl rt2 rt2B Peak AVF 196 188 0.072 471 8.0 10 x 6 ShtMetl rt2A rt2 Peak AVF 1173 1280 0.067 812 17.0 0 x 0 ShtMetl \ i Wrightsoft 2021-Mar-0510:38:10 �+ ......d_, � Right- Page Lane\Man-J-S-D_Aborn St_350_Gray Residence.rup Calc=MA Front Door faces:SE FOUNDATION(IST) 'FOUNDATION (2ND) 1 :,. N �rl�.�:.... ,� 1.�*� 7•�. - � aimmOr• , �, . ., ram, � : �� � , ��. ROUGH FRAMING& PLUMBING INSULATION PER N.Y� STATE ENERGY CODE MEW I fl 00 mm. N, -a ��� I& �On - ADDITIONAL FAAM S�l�i�1�� , i .- �i. • i � .� . � 11 r =o�°SUFNik`oo TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �y�o• �ao��i Telephone(631)765-1802 Fax(631) 765-9502 hops://www.southoldtommy.gov f Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 1,J w PERMIT NO. Building Inspector: MAR 9 2021 Applicatiohstand forms,muat be filled out in their entirety:Incomplete - appllcations will not,be accepted„Where the Applicant is not the dwner,an , ;�1" ;.' ':,;.' :'•; •Own06Autho'rization form(Page'2),shalf be completed. - _~ Date: ,OWNER(S)OF PROPERTY: '• F. " ..- ', ` . . Name: H �`1 t'f SCTM#1000- Project Address: ` ,'A l P- Phone# — _ .._I.. .1. ��.�.. .......__...__. ._.... ..._........ Emailw Mailing Address: 'j�o / . L1. _._ - R �._ �(. •_._.1.1_d' �� ....__....___.,_.._ CONTACT'PERSON Name. ? !z ►cc. .v� Mailing Address: a _. . _.... ._. . ....__a_._ � �. vj ..,. .ice_-. _. 0011 rl,,... _..I. _-_........._...__ ,_ Phone#: �` ��. ..Y� "_ '..r✓.__._.____.nn____. .EmaiL_fIW.. rGt_�C!b1 _ 'S DESIGN'PROFESSIONALjINFORMATION Name: , hm—W6Ltw'--ws _ Mailing Address: . . ��7. ...rV1 (��1p. . Pp� � _..._IV n1 •- ��. _ ._ _.__ . ,:.. �� Email:Phone.#w,_._�.....C._ _._`�-.J'_� ��...�_.. ..�.__.__ '�C. .. f1.��'2�_�.� ,CONTRACTOR:'INFORMATION: Name: Mailing Address: Phone#: �'a j' _41g —.©I`1 (P-J_...._,._._. _ Email: DESCRIPTION OF PROPOSED=CONSTRUCTION ` ' ` +� ewStructure ❑AdditionA ❑Alteration A❑Re' w. 2 ti � = V �/��- ._,.. ...... ....... .:..... .._ pair emolition Esti a d Cost of Project: ❑Other $ `©BO Will the lot be re-graded?;KLes ❑No Will excess fill be removed from premises?%<Yes []No 1 PROPRRTY INFORMATION ; . —� Existing use of property: fNMf♦L,,j Dp Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property?: Yes ❑No IF YES,PROVIDE A COPY. heck 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 210AS of the New York State Penal Law. Application Submitted B (print name pp Y(P )• '�Y �i{A. ��� 26,Authorized Agent downer Signature of Applicant: l� JOSEPH B ABBATE Notary Public-State of New York STATE OF NEW YORK) NO. 01AB6269204 SS: Qualified in Suffolk County COUNTY OF&Ws V- ) My Commission Expires -7-C1"2c,2-q "`•' 1�����_ being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corpor te Offcer,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 this61 I day of 2X( Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I; 1-101ThH 6104Y residing at 34U t9901-t4 Z/-Irl(; C 6t-re 1-1U&tft , A/Y do hereby authorize FRS tb E-r21c K W F3 ty2 to apply on my behalf to the Town Southold Building Department for approval as described herein. Al_ bI Owner's Signature —TDate r/t=i Tt/ 6fe - Print Owner's Name 'i.:#[' ..r`,:E:.�+'i_ '�`iY`x �° .� _ .q. 9'q'y�•r.x{ �r .0•°•3�r e° J `~✓.. J•- x.� -'�.=` _ +.La. :� �'.''._:-:to, �. .•t��i '�.: -...'• .. ��_�,.,, •�:..., ,, p_. .-; rm.SI:".-••7_434t2??s^.9 'ti 'E; nr -.. ..� '�'' '�-�`'',+• „�.�. '�--' rc�£,vT:'dA'i£v'.S'S?AS'6ri'FY'.t!cT�i^t*.Z".?;'dCi w':i^'B�F�'�°�S'-.r. -q '?T._"'`-.-- ` �Y BOARD OF SOUTHOLD TOWN TRUSTEES NEW YORK `: Y SOUTHOLD, 1 . . �= DATE: NOVEMBER 18,2020 PERMIT NO.9758 ' RHODES = � ISSUED TO. HEATH GRAY&MOLLY CUTCHOGUE PROPERTY ADDRESS: 8570 NASSAU POINT ROAD j Y %> Gt SCTM#1000-118-5-5 AUTHORIZATION s �. € ! Pursuant 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 November 18 2020, P Y I . I and in consideration of application fee in the sum of$250.00 aid b Heath Grav&Molly Rhodes and subject 'M i to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and $1 permits the following: v i Wetland Permit to demolish existing dwelling and construct a new dwelling with a 2,785sq.ft.first floor g; I living space,a 1857sq.ft.second floor living space,768sq.ft.attached garage,126sq.ft.front porch, ' ! ai'is 299s .ft.rear porch,and a 487s ft.screen porch;a variety of stoops and steps to be constructed _ Iincluding front mudroom entrance stoop/steps(22sq.ft.);rear mudroom entrance stoop/steps(51sq.ft.); 1 rear porch steps to grade 20s ft.); areawayto basement 93s ft. ;and a olio off the screen porch of C; 156sq.ft4 in addition,the following improvements would be constructed: 4,004sq.ft.of new driveway and 1 ' six(6)bedroom dwelling;new site drainage with capacity for 2" parking areas; new sanitary system for agar`" rainfall;4'x7' outdoor shower with connection to drywell; 1,000 gallon buried propane tank;three(3) , r -1 I air-conditioning units on 31x9' concrete pad and a 20kw generator on a concrete pad;the existing 96sq.ft. j s ' I'N 4,. shed will be removed;the grading of the site will remain similar to the existing;part of the new - r �' excavated basement fill will be removed and part would be used for minimal re-grading; no new fill f would be provided unless required as clean fill for the sanitary system;the dwelling to be located well above flood zone levels and outside NYS DEC jurisdiction of 10'elevation(no disturbance below 13' ! - ; contour);and as depicted on the site plan prepared by Frederick R Weber,Architect,last dated November 2 2020,and stamped approved on November 18,2020. s >' IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these ► m presents to be subscribed by a majority of the said Board as of the 18 day of November,2020. •Y. ' i y� o� C. COD My , al- eiwl �.� ".• -+tas;-QS" ^-"��t,^.._:esmaz';,.t."'"y-...�- 5y^� �--.s_..__----"".F-v F l'�y'� ag we rr' aq ",,�'' 1. y �a°- _. @•' � - i\..../-Qe Si^%�.V•_ :^5 .:.��,� V ,i.-" ..BY4.^:1°! j^•.:a'` - F,'' -R.q:9 yb°• '7•.'w�%^ s^ey ,44• y_. .?.qr _ vt's� 'Y::°.' 'h� Glenn Goldsmith,President �0� ��. Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President 'd4 P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly c Telephone(631)765-1892 Elizabeth Peeples ��. Fax(631) 765-6641 cOUNT`I,� E C E Q BOARD OF TOWN TRUSTEES JAN 2 5 2024 TOWN OF SOUTHOLD pu CERTIFICATE OF COMPLIANCE 8tfflo`rg�ge�arcopf ToWn of d outhold 2109 C Date:November 15,2023 THIS CERTWIES that the demolition of existing_dwellina'and construct a new dwellina with a 2 785sq ft first floor living space a 1857sy ft second floor living space 768sci:ft.attached a� rage, 126sg ff front porch 299sg ft rear porch and a 481sq ft screen porch• a variety of•stoops and steps to be constructed including front'niudroom entrance stoopfstes(22sq ft)' rear mudroom entrance stooplsteps (51sq_ft) rear porch-steps to grade(20sq A.)- areawav to basement(93sq_ft)• and a patio offthe.screen porch of 4129q ft• in addition the followint;improvements would be constructed::new driveway of 3436sn ft witli an arc retaininyr wa1183'6"long added on the roadside• new sanitary system for tik(6). bedroom dwelling new s'iie drainage with,capacity for 2"rainfall• 1 000 gallon buried propane tank;three (3)air conditioning units on 3'x9' concrete pad and a 20kw kenerator on a concrete pad;the existing 964ft shed will be removed•the grading ofthe site wilt remain similar to the existing, part of the new excavated basement fill will be removed aftd part would be used for minimal re:-grading:no new fill_ would be provided unless required as clean•fill for the sanitm sis-terri• the dwellingto be:located well above flood zone levels and outside NYS DEC jurisdiction of 10' elevation(no disturbance below 13' :contour), create an"elevated lawn area"on the west(waterside)of house b consiructing a 70' long x 2 5' high stone-facing retaining wall with two 7' wide stone treads from porch to elevated lawn area and three 7' wide stone treads from the lawn to natural gradeLconstruct a retaining wall on north side of and runningparallel to house fora distance of 40' and ending in a half round shape 37' long;with two sets of 8' long Bluestone slabs on edge fotmin three :3 8"dro s in the lawn•surface• relocate outdoor shower to outside Trustee Lurisdiction• with the-condition to establish and perpetually maintain a 3.442sa.ft.non- disturbance buffer and a non turf buffer seaward from the edge of lawn to.the limit of non-disturbance; At 8570 Nassau Point-Road.Cutchogue Suffolk County Tax Map 91000-118-5-5 Conforms to the application for a Trustees Permit heretofore filed in this office Dated October 7,2020 pursuant to which Trustees Wetland Permit#9758 Dated November 18:2026,was issued and Amended on June 15,2022 and Amended again on November 15,2023 and conforms to all the requirements and conditions of the applicable provisions of law. The project-for Which this cerd6cate.is Ueing'issued is forthe demolition of existing dwelling and construct-a.new dwelling with a 185sq.ft.frst,floor living space,al second floor living space 768sa:ft. attached garage 126se�ft front porch 299sq ft rear porch and a 487sq ft screen porch:a variety of'stoops.and stepsao be pconsiTtict6dIn6ludift front mudroom entrance stoop/steps(22sq ft) rear mudroom.entrance stoop/steps i (51 sq_ft) rear porch steps to grade 20sq-ft)• areawav to basement(93'sq ft)'and a patio off the-screen porch of 412s lL in addition the followhi im rovements would be constructed: new.drivewa of. 3436sq ft with an are retaining wall 83'6" long added on the roadside, new sanitary system for six(6) bedroom dwelling;new site drainage with capacity+for T rainfall• 1,000 gallon buried propane tank- three, Q)airconditionirig units on 3'x9' concrete pad'and a 26kw generator on a concrete:pad:the existing 96sq ft shed will be rerrioved;the gading of the site"will remain similat to the existing•part of.the new, excavated basement fill will be removed and part would be used for.minimal re-grading:no new fill would be provided unless required as clean fill for the sanitary system: the dwelling to be located well above flood zone levels and outside NYS DEC iurisdictiori of 10'elevation(no,disturbance below 1.3' contour); create aw"elevated lawn aree on the west water side)of hoi se by constructing a 10' Iona x 2`5'`high stone facing retaining wall with two 7'wide stone treads from porch to elevated lawn:area and three 7' wide stone treads from the lawn to natural grade• construct a retaining wall on north side of and runningparallel to house for a distance of40' and ending in a half round shape 37' long•with two sets of 8' long bluestone slabs on edge forming three(3)8"drops in the lawn surface relocate outdoor shower to outside Trustee jurisdiction•with the condition to establish and perpetually maintain a 1442sa.ft. non disturbance buffer and'a non turf buffer seaward from the edge of lawn to the.limit of hon4st_urbanee.. The certificate is issued to H ra &: l Rhodes ,er uN of the aforesaid property. t Authorized Signature 7 14.12.7 WM-00 _ JCEOR Appendix f State EnvW mental Quality Review NEGATIVE DECLARATION Notice of Determination of Non-Significance Project Number 1,:�� ����J'0 Date�—e- 14 L22,2, This notice is issued pursuant to Part 617 of the Implementing regulations pertaining to Article i 8 (State Environmental Quality Review Act) of the Environmental Conservation Law. The as lead agency, has determin that the propos action described below will not have a significant effect on the environment and a Draft Environmental Impact Statement will not be prepared. Name of Action: SE®R Status: Type I - - Unlisted -- ®--- - ----- - - - - - Conditioned Negative Deciaratforr. ❑Yes No - Description of Actiom `Ca '` cr _ Gz j y'""ems +"'.( -Y�2ti�cC�"� "' `" =�'' '�`a• //a f a - , , 17, Location: (Include street address and the name of the municipality/county.A location map of appropriate scale is also recommended.) 1470.0 -//,N? -a J-- ,, SSOR Negative Declaration i Page 2 _ I Reasons Supporting This Det$�rnnination: (See 617.6(g)for requirem is bf this detecina ioa;see 617.6(h)for Conditioned Negative Deciar tion) ; 7 .;- If Conditioned Negative Deol4lan,provide on attachment the specific mitigation measures imposed. For Further Information Contact Person: C aw'a di. Address: �d/ S/.ICeJ S�/�� v y�� 5 ���/�9��—z3 �1 Telephone Number: -�"1K-'�7 //3e For Type I Actions and Conditioned Negative Declarations, a Copy of this Notice Sent to: i Commissioner,Department of Environmental Conservation,50 Wolf Road,Albany,Nov York 12233.0001 Appropriate Regional Office sf the Department of Environmental Conservation Office of the Chief Executive!Officer of the political subdivision in which the action will be principally located. f Applicant (if any) 44 � �---- r` Other involved agencies (if a6y) r4 _ tfir+- I BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD - ' Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 . Y rogerr(absoutholdtownnv.gov -- seand(d.southoldtown y.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: Company Name: G&S Electric Electrician's Name: Bob Guarriello License No.: 578ME Elec. email:gs1641@aol.com Elec. Phone No: 516 848 5616 211 request an email copy of Certificate of Compliance Elec. Address.: PO Box 215, Southold, NY JOB SITE INFORMATION (Ali information Required) Name: 2�-y Address: Cross Street: Phone No.: Bldg.Permit (o p a. email: Tax Map District: 1000 Section: Block: Lot: 5 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: aao Circle All That Apply: Is job ready for inspection?: NYES ❑NO Rough In Final Do you need a Temp Certificate?: YES ONO Issued On Ternp Information: (Ali information required) Service SizGh 3 Ph Size: 3 op H #=Meters Old Mete! 0New Service Fire Reconnect- Flood Reconnect- Service Reconnect.. ' - Underro� Overhead E Underground Laterals( 1 ? H Frame Pole Work done on Service? Y N Addibonal Information: PAYMENT DUE WITH APPUCATION � J 5,0 Requ.e�for Impaction rorm.xis f BUILDING DEPARTMENT- Electricai Inspecto€• T 011%/N GF 50UTH0LID Town Half Annex - 5A375 I'Vlain Road - PO Box 1 `70 Southold. NewY-!-k 071-09-9i Tcieph0: e (6-11 !✓�-!8C! - �,u.n F� j ,���--OL:2 APPLICATION FOR ELECTRICAL INSPECTION .ELECTRICIAN INFORMATION (All Information Required) Date: � Company Name: G&S Electric Electrician's Name: Bob Guarriello I f License No.- 578ME Elec:email: gs16A1@aoi.com Elec. Phone No: 516 848 5616 711 request an email copy of Certificate of Complia;ce Elec. Address.: PO Box 215, Southold, NY JOB SITE INFORMATION (Ail Information Required) � Name: lddress: S C: ��r4 ►L� 7— �2 Cross Street: l Phone No.:_ Bidg.Permit 4r4r: 9 (o& email: Tax Nap District.- - 1000 Section: Block: Lot.- BRIEF DESCRIPTION OF WORK. INCLUDE SQUARE FOOTAGE (Please Print Clearlv): � Square Footage: roc=G circle All That Apply: is job ready for inspection?- YES F7 NO ..Rough In Final ` 1 Do you need a YES I`�O issued On,i-er �p Cer ificate?: n Ser fECC jib \+� .` ❑h size. ; 3'vj e:e �ire ^SEtiCni eC2 - '!OvQ Ret..r.'!'eci - Je^:=I`.e C� 'r�!CCC - =--- Fp gg �;:,.^ereround La,eral$( rC'..:'-fE P`.ni:.. n %dd Eno naI Inf{J:FI!ati on. ii}1i E A.:T i .?Sr i114 .'-tcC.`85i"..i .;:5•".E'"..;s.... u.....XS l.-' /' l.' ��F�b 4d 1 PERMIT# Switches Outlets � *4M G F I's f l 13� \ k� Surface 1 _ Sconces l * HH's 1 UCLts 2V N W ' z I Fans S4, Fridge HW 1 3 Oven II Dryer Exhaust Smoke DW Service Carbon Micro Generator Combo Cooktop Transfer AC 4 Mini ''' I3 Special: Comments W a ' r J �O��SOffOlKco G BUILDING DEPARTMENT-Electrical Inspector 0 y< TOWN OF SOUTHOLD CA ►w Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX(631) 765-9502 Temporary Certificate # q"f 0 Date VZY 2021 Customer Name Electrician Name Address 005-70 h,`SYW `po Phone 5ya, 0..q , e-mail e-mail ^ Phone License# ,S 7 tX- Size__7�Q -A Phase Overhead Underground #of Meters Remarks �TT� #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by. Y :• BUILDING DEPARTMENT-Electrical inspector I IF .. " TOE OF Sol6Toi_[3 1 � �- _,, T 6mnj Hall Annex - 54375 Main Road - PO Box 1119 " ' � (/� 7 =' Southold, New York 1 i 971-0959 mw_^•; Fl AR 8 1 - _ Telephane (631) 765-l 802 FAX (03 i} 7a5-O502 a � rogerrt5_soutl�oIdtow gav,- _seand so,tthoIdto ty:r� . ��_ :PlCA.TtON~FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Aif inform)aunn Required) Date: ! o®1 t Company Name: �R. CSC-er`�Z.CC- Name: _G0A22t E Co License No.: Nli. email: GS 6 44 (Q {moo t- . Gs� �J �tour Address: � Q 6� �r S V � Phone No.: JOB SITE INFORMATION (Ali information Required) Name. Address: 3 9'o P $©(Znl C_A,SC/S S 70 Alf-ssA U Cross Street-. Phone No.: Bidg.Permit#: DO__ email: Tax Map District: 1000 Section: 9 Block: Lot'j BRIEF DESCRIPTION OF WORK (Please Print Clearly) 3 Qo a4M f U G. ETC,l1 I C U l? ��- Circle All That Apply: Is job ready for inspection?: AYES l NO Rough In Final Do you need a Temp Ce YES NO rifcate?: Issued On Temp Information: (Ali information required) Service Siz 1 Ph 3 Ph Size: 3 00 A #Meters Old Meter# New Fire Reconnect- Flood Reconnect-Service Reconnects '- underground Overinead i f Underground Laterals 1 2 H Frame Pole Work dome on Sentice? Y N' Additional Information: PAYMENT. DUE VVITH APPLICATION Request for lnsse�.^`ioi Form.xts e Scott A. Russell ST01R.AAWATIER. . SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NBV YORK 11971 Town ®f Southold CHAPTER 236 - STORAIWATER MANAGEMENT WORK SHEET T ( TO BE CONNIPLETED BY THE APPLICAN ) T F TFIE FOUGWENIG: DOES 11-113 PROJECT 11VVOLVE A'�\TY O CHECK •XLL THAT'APPLY, Yes I No A. Clearing, grubbing, grading or stripping of land which affects more ID Z. than 5,000 square feet of around surface. ID B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. KC- Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. MO Q. Site preparation*with in 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ®EC E. Site preparation within the one-hundred-year floodplain as'depicted on FIRM Map of any watercourse'. F. Installation of--new or resurfaced impervious surfaces-of 1,000 square v: feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. -7 If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature,Contact Information,Date & County Tax 51ap Number! Chapter 23r) does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department wiff_your Building Permit Application. ----------APPLICA-1,1%. Traperty(timer,Deign Prnfes.inmL A!jew-Contractor.Otheo S.C.TANd. 1000 Date: _401 Section Bloc). Lot I`. -- -- -- -- - - - - - r ------ _\ - IY FOR BUILUNG DEPARIMENTUSE ON Contacl U61mal'on- Reviewed Bv: — — --- — — — — — — — — — — — — —I! Date: 11 Work- Properh Address I Location Of C011SU'Llctio — — — — — — — — — — — — — — — — — Approved for processing Building Permil. Stormwaier Maiiagenictit Control Plan Not Required. — — — — — — — — — — — - Stormwater Nlanaggernent Control Plan is Required. (Forward to Engineeritic,Department for Reviei%.' T FORM = SNICP-TOS NI AY 2014 APPLICANT: S.C.T.M.* 1000 CHAPTER 236 (Property Owner,Design professional,Agent,Contractor,Other) —� 0S�? 16 or, 05 Stormwater Management Control Plan CHECK LIST A �� — section Block Lot x S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. `s Dat : � �k The applicant must provide a Complete Explanation and/or Reason for not providing . Ft—" � all Information that has been Required by the following Checklistl g.. rc 'rctWarc umnm 1 q 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: YE. NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries 00 b. Total Site Acreage. c. Existing-Natural& Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C1(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0 e. Limits of Clearing& Area of Proposed Land Disturbance. 00 f. Existing&Proposed Contours of the Site (Minimum 2'inlervals) g. Location of all existing& proposed structures, roads, driveways,sidewalks,drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. 0 j. Location of proposed Soil Stockpile Area(s). �0 k. Location of proposed Construction Entrance/Staging Area(s). 0 1. Location of proposed concrete washout area(s). rn. Location of all proposed erosion&sediment control measures. 0 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two V)inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. 00 b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 00 d. Leachinq Structures (e. .infiltration basins swales,etc.) **** FOR ENGINEERING DEPARTMENT USE ONLY IAdditional Information is Required. Reviewed & I Stormwater Management Control Plan is Not Complete. Approved By: L - - — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: I0 SMCP has been approved by the Engineering Department. FORM 0 SWCP Check List-TOS MAY 2014 Town Hall Annex Telephone(631)765-1802 54375 Main Road s Fax(631)765-9502 C= P.O. Box 1179 Southold, NY 11971-0959 BUILDING--DEPARTMENT NOTICE OF-UTILIZATION OF TRUSS TYPE:CONSTRUCTION,.PRE-ENGINEERED". WOOD CONSTRUCTION AND'/OR TIMBER CONSTRUCTION Dat6 Owner: Location of Property: ?-!!F! KIT Please take notice that the (check applicable line): >< New commercial or esidential s ucture Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line Floor framing, including girders and beams (F) Roof framing (R) Fl and roof framing (FR) Signature: Name (person su mitting this form): Capacity(check applicable line): Owner Owner representative TrussReq15.docx Effective 1/112015 Mejia, Evelin From: Mejia, Evelin Sent: Wednesday, December 13, 2023 3:02 PM To: 'fweberarchitect@yahoo.com' Subject: 8570 Nassau Point Rd Cutchogue Attachments: ####46012etix_20231213150212.pdf Good afternoon, Both a Trustees Certificate of Compliance and an Electrical Certificate are needed in order to issue a CO for BP#46012 located at the above address. Attached is the Final Electrical Inspection ticket we have on file. Kind Regards, Evelin Mejia Town Of Southold Building Department Annex Building 54375 Main Road Southold, NY 11971 (631)765-1802 1 CNJGenerated by REScheck--Web Software Compliance Certificate Project 350 Aborn St Gray Residence Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 6,627 ft2 Glazing Area 19% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 350 Aborn St Heath Gray Frederick Weber Cutchogue, NY 11935 646-717-3123 41 East Maple Road Heathgray@gmail.com Greenlawn, NY 11935 631-754-5555 Burgerconstruction@aol.com Compliianocml, Passes usiling UA trade-off Compliance: 6.6%Better Than Code Maximum UA: 861 Your UA: 804 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Hot Roof: Cathedral Ceiling 3,362 38.0 0.0 0.027 91 Exterior Wall:Wood Frame, 16"o.c. 4,120 27.0 0.0 0.051 154 Door:Solid Door(under 50%glazing) 24 0.390 9 Window:Vinyl Frame 1,075 0.300 323 SHGC: 0.30 Garage Wall:Wood Frame, 16"o.c. 260 27.0 0.0 0.051 12 Door 1: Solid Door(under 50%glazing) 24 0.200 5 Basement Partition Wall:Wood Frame, 16" o.c. 1,197 15.0 0.0 0.077 92 Floor Over Basement:All-Wood Joist/Truss 705 30.0 0.0 0.033 23 Basement:Solid Concrete or Masonry 1,828 0.0 14.0 0.050 90 Wall height: 9.0' Depth below grade: 8.0' Insulation depth: 8.0' Door: Solid Door(under 50%glazing) 24 0.200 5 Project Title: 350 Aborn St Gray Residence Report date: 03/05/21 Data filename: Page 1 of10 ,Compliance Statement. The proposed building design described here is consistent wit the building plans, specifications, and other calculations submitted with the permit application.The proposed building has bee esigned to meet the 2018 IECC requirements in REScheckV rsion : RESch ck-Web and comply i h the mandatory requir nts listed in the RESch k Inspection eck Ilk-t. 1- 1 7� Name-Title Signature Date Project Title: 350 Aborn St Gray Residence Report date: 03/05/21 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web 'JZInspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Re .ID 103.1, I Construction drawings and ❑Complies :Requirement will be met. 103.2 i documentation demonstrate ❑Does Not [PR1]1 i energy code compliance for the building envelope.Thermal Not Observable ` ❑Not Applicable building represented on Cconstruction documents. 103.1, Construction drawings and ' ❑Complies ;Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable ; ,Systems serving multiple I❑Not Applicable Idwelling units must demonstrate compliance with the IECC Commercial Provisions. ; 302.1, Heating and cooling equipment is: Heating: Heating: ;!--!Complies ;Requirement will be met. 403.7• sized per ACCA Manual S based ; Btu/hr ; Btu/hr I❑Does Not [PR2]2 on loads calculated per ACCA I `Manual J or other methods Cou/hrg� I Btuu/hrg I❑Not Observable ; approved by the code official. ; I I❑Not Applicable I Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 350 Aborn St Gray Residence Report date: 03/05/21 Data filename: Page 3 of10 Section Plans Verified ' Field Verified # ' Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1 Conditioned basement wall ; R- ; R- ;❑Complies ;see the Envelope Assemblies (F0411 (insulation R-value.Where interior R_ R_ ❑Does Not :table for values. insulation is used,verification� I 1 may need to occur during ;❑Not Observable ; Insulation Inspection. Not PNot Applicable required in warm-humid locations: I I I I in Climate Zone 3. I I I I 303.2 ;Conditioned basement wall ❑Complies ;Requirement will be met. [FO5]1 !insulation installed per ❑Does Not manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.9 ;Conditioned basement wall ; ft ft ;❑Complies ;see the Envelope assemblies [F06]1 ;insulation depth of burial or !❑Does Not ;table for values. !distance from top of wall. I v ; tlNot Observable ❑Not Applicable 303.2.1 A protective covering is installed ❑Complies !Exception: Requirement is [F011]z to protect exposed exterior []Does Not ;not applicable. insulation and extends a ! `minimum of 6 in. below grade. []Not Observable ; I❑Not Applicable 403.9 I1Snow-and ice-melting system ❑Complies ;Exception: Requirement is [FO12]2 i controls installed. ❑Does Not :not applicable. Vol E 1 ❑Not Observable []Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 350 Aborn St Gray Residence Report date: 03/05/21 Data filename: Page 4 of10 Section Plans Verified Field Verified Framing_/.Rough-In Inspection Value Value Complies? Comments/Assumptions &'Req.ID 402.1.1, C Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 Does Not table for values. [FR1] i ; ;❑Not Observable . UNot Applicable 402.1.1, Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). 1 ❑Does Not :table for values. 402.3.3, 402.5 ; ;❑Not Observable ; [FR2]1 ; :❑Not Applicable. 303.1.3 U-factors of fenestration products ; i❑Complies ;Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. IE]Not Observable J❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable y ❑Not Applicable 402.4.3. Fenestration that is not site built ;. ❑Complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not U AAMA/WDMA/CSA 101/I.S.2/A440 ., or has infiltration rates per NFRC [--]Not Observable' 400 that do not exceed code ❑Not Applicable limits. 402.4.5 I IC-rated recessed lighting fixtures[ ❑Complies ;Exception: Requirement is [FR16]2 ►sealed at housing/interior finish r ❑Does Not :not applicable. and labeled to indicate s2.0 cfm leakage at 75 Pa. [--]Not Observable ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies ;Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not COO >= 3 inches in diameter and >_ _ R-6 where< 3 inches.Supply and ❑Not Observable ; return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 ,for< 3 inches in diameter. ; 403.3.2 ;Ducts, air handlers and filter } ❑Complies ;Requirement will be met. [FR13]1 ;boxes are sealed with ❑Does Not joints/seams compliant with []Not Observable International Mechanical Code or !International Residential Code, as ❑Not Applicable I applicable. 403.3.5' Building cavities are not used as ❑Complies ;Requirement will be met. [FR15]3 ducts or plenums. - ❑Does Not E ❑Not Observable {❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. [FR17]2 above.105°F or chilled fluids :❑Does Not i below 55°F are insulated to>_R- ' 3 ; ; ;❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR24]1 piping.. ❑Does Not ❑Not Observable I ❑Not Applicable 401.5.3 Hot water pipes are insulated to ; R- ; R- ;❑Complies ;Requirement will be met. [FR18]2• >_R-3. !❑Does Not t ' ;❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 350 Aborn St Gray Residence Report date: 03/05/21 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing/Rough-in Inspection Complies? Comments/Assumptions & ROM Value , Value 403.E Automatic or gravity dampers are ❑Complies ;Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 IHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 350 Aborn St Gray Residence Report date: 03/05/21 Data filename: Page 6 of10 Sec tionID Plans Verified Field Verified # .' Insulation Inspection Value Value Complies? Comments/Assumptions & Req. 303.1 ;All installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]2 or the installed R-values �. {❑Does Not provided. f ❑Not Observable , j ❑Not Applicable 402.1.1, i Floor insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 i ❑ Wood ❑ Wood :❑Does Not ;table for values. 1 i [I J1] ❑ Steel ❑ Steel ;❑Not Observable I UNot Applicable 303.2, ;Floor insulation installed per ; ❑Complies ;Requirement will be met. 402.2.8 (manufacturer's instructions and ' ❑Does Not [IN2]1 !in substantial contact with the j underside of the subfloor, or floor ❑Not Observable ;framing cavity insulation is in ❑Not Applicable contact with the top side of ;sheathing,or continuous insulation is installed on the ; underside of floor framing and I !extends from the bottom to the ;top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 1wall insulation on the wall ;❑ Mass ❑ Mass :❑Not Observable [IN3]1 !exterior,the exterior insulation ; ; (19) i requirement applies (FR10). ;❑ Steel ❑ Steel :❑Not Applicable 303.2 ;Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 !manufacturer's instructions. ❑Does Not i i ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 7TLow Impact(Tier 3) Project Title: 350 Aborn St Gray Residence Report date: 03/05/21 Data filename: Page 7 of10 Section Plans Verified Field Verified ## ' Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID. 402.1.1, ,Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, i ❑ Wood ❑ Wood E❑Does Not ;table for values. 402.2.2, 402.2.6 ❑ Steel ❑ Steel ;❑Not Observable [Fill' I ; ;❑Not Applicable I I 1 I I I I 1 I 1 I I I I I 303.1.1.1, Ceiling insulation installed per { ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 ft2. ❑Not Observable ; ❑Not Applicable 402.2.3 Vented attics with air permeable '❑Complies :Exception: Requirement is [F122]2 insulation include baffle adjacent ❑Does Not :not applicable. to soffit and eave vents that extends over insulation. ❑Not Observable I❑Not Applicable 402.2.4 IAttic access hatch and door ; R- ; R- ;❑Complies ;Requirement will be met. [FI3]1 `insulation >_R-value of the :❑Does Not `adjacent assembly. fI ;❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and ElDoes Not <=3 ach in Climate Zones 3-8. 1 I 1 I I ;❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies :Requirement will be met. [FI27]1 determine air leakage with ft2 ft2 :❑Does Not either: Rough-in test:Total leakage measured with a ;❑Not Observable pressure differential of 0.1 inch :❑Not Applicable w.g. across the system including I 1 I I the manufacturer's air handler I I 1 I enclosure if installed at time of test. Postconstruction test:Total leakage measured with a I 1 1 I I 1 I I pressure differential of 0.1 inch ; w.g.across the entire system including the manufacturer's air I I I I handler enclosure. 1 I I I 403.3.4 Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies :Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not I<=3 cfm/100 ft2 without air i ;❑Not Observable handler @ 25 Pa. For rough-in tests,verification may need to ; ;❑Not Applicable (occur during Framing Inspection. 403.3.2.1 Air handler leakage designated ! ❑Complies ;Requirement will be met. [17I24]1 by manufacturer at<=2%of ❑Does Not design air flow. a❑Not Observable I i E '�❑Not Applicable 403.1.1 Programmable thermostats ❑Complies ;Requirement will be met. [Fl9]z installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies :Exception: Requirement is [FI10]2 on heat pumps. ❑Does Not not applicable. ❑Not Observable R❑Not Applicable 403.5.1 Circulating service hot water fi ❑Complies :Requirement will be met. [FI11]2 systems have automatic or ❑Does Not accessible manual controls. . ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13.1 Low impact(Tier 3) Project Title: 350 Aborn St Gray Residence Report date: 03/05/21 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection.Provisions Value Value Complies? Comments/Assumptions & ROM 403'.6.1 ;All mechanical ventilation system ❑Complies ;Requirement will be met. [FI25]2 fans not part of tested and listed 1 ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ( ❑Not Observable R403.6.1. ( ; ❑Not Applicable 403.2 Hot water boilers supplying heat } ❑Complies !Requirement will be met. [FI26]2 through one-or two-pipe heating i ❑Does Not `systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies !Requirement will be met. (F128]2 I have a circulation pump.The []Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system f pumps start the pump with signal f for hot water demand within the occupancy. Controls. automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. j 403.5.1.2 I Electric heat trace systems ❑Complies ;Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515.Controls automatically adjust the energy input to the ❑Not Observable f heat tracing to maintain the ;_ []Not Applicable desired water temperature in the piping. ; 403.5.2 Demand recirculation water ❑Complies ;Requirement will be met. [F136]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the []Not Observable water entering the cold water f ❑Not Applicable piping to <= 1049F. 403".5.4 Drain water heat recovery units ❑Complies ;Exception: Requirement is [FI31]2 tested in accordance with CSA ❑Does Not not applicable. B55.1. Potable water-side pressure loss of drain water heat [-]Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one I or two showers. Potable water- " side pressure loss of drain water heat recovery units < 2 psi for i individual units connected to three or more showers. 404.1 90%or more of permanent ❑Complies ;Requirement will be met. [FI611 Rfixtures have high efficacy lamps. I ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies :Requirement will be met. [FI23]3 no continuous pilot light. I ❑Does Not ;gJ ❑Not Observable i I❑Not Applicable 401.3 Compliance certificate posted. ! ❑Complies ;Requirement will be met. [F]7]2 ❑Does Not []Not Observable ❑Not Applicable 1 JHigh Impact(Tier 1) 2 IMedium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 350 Aborn St Gray Residence Report date: 03/05/21 Data filename: Page 9 of10 Section Plans Verified Field Verified # ' Final Inspection Provisions Value. Value Complies? Comments/Assumptions .& Req.ID 303.3 Manufacturer manuals.for ❑Complies ;Requirement will be met. [F[18]3 C mechanical and water heating ❑Does Not systems have been provided. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 350 Aborn St Gray Residence Report date: 03/05/21 Data filename: Page 10 of10 201-8 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 27.00 Below-Grade Wall 14.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.39 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments S.C.T.M.# DISTRICT: 1 00 SECTION: 126 BLOCK:10 LOT- 24 A Q J O �O FLC4T RAMP �y000 ® WgLk LOT 102 FIRI ° I O) MO \ �_ S 8633'00 rr E CAR � GARAGE R+++ -19"X ^� / w + P b / �' �H� Ate!N�C F-E 119.36' 293.1 S' x—i3" �41 - �/ �� ��� ��j i �\ BUFFER EASEMNN7 1.1'S 2B F£NCF < ,Q �P P TIDAL WETLAND BOUNDARY AS SHOWN v -25"x 9�Ljo o`� �� + AS DELINIEATED BY \ 7 SURVEY ON PIGEVIOUS 0o w MOH. ?3 8Y 9 INGS EN-CONSULTANTS \Os' OCT, 1 g, 1994 GNO a z 2.6'S 09-02-19 \ ciao SHED U.P. r 112.2' io OILcn V 1 m o° \ \ I DECO Uj WOODSTEP '' , _�------- ,� / STEPS -o d� � �-"�� COVERED E� PORCH w STONE DRIVEWAY z 2ND .FLR. BALCONY V 1.3'E 00, 7• STONE DRIVEWAY `��• COVERED PORCH i LOT 101 \ �` / / U.P. 2' CANTILEVER j 0 LOT 99 �r THE WATER SUPPLY, WELLS, DRYWELLS AND LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS CESSPOOL jAREA: 46,422.08 SQ.FT. or 1 .07 ACRES AND OR DATA OBTAINED FROM OTHERS C ELEVATION DATUM: ......................... MAP UNOT BEARINGT THETLAND SURVEYOR'S EMBOSSED SEALSHALL S A NOTBE OF 7209 TO BE A THE VALID£TRUE COPY. T GUARANTEES N LAW. COPIES OF THIS SURVEY ONL Y TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTA INDICATED HEREON SHALL RUN LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. L AGENCY D LENDING INSTITUTION THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF THEREFORE THEY ARE AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PH/YSICA STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS G LLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF; LOT 101 MAP OF: AMENDED MAP A OF NASSAU POINT CERTIFIED T0: HEATH CHRlSTOPH ER GRAY, �A OWNED BY NASSAU POINT CLUB PROPERTIES INC. MOLLY MARIE RHODES; BANK OF AMERICA, N.A.; M FILED: JUNE 28, 1922 No. 156 FIDELITY NATIONAL TITLE INSURANCE SITUATED AT: NASSAU POINT TOWN OF: SOUTHOLD SERVICES, LLC; SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUK LAND SURVEYING, PLLC SOUNDINGS 09-02- 19 Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 REVISED 09-04- 18 FILE # 18— 114 SCALE: 1 =20 DATE: AUG. 14, 2018 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. L/SC. NO n.SnRR2 FILTER CLOTH AGAINST WOVEN WIRE FENCE W/ 2"x2"x36" STAKES, 12' OC DRIVEN 16" MIN. INTO GRADE, EMBED FILTER FREDERICK CLOTH 6" INTO GROUND SITE DRAINAGE: ROBERT ASPHALT TRAFFIC Top coat BEARING STORM WATER POLLUTION PREVENTION WEBER _ Base c GRATE DRU AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) FLOW 0 _z ;� �! PIPE TRENCH CONSTRUCTION PHASING: (4) 8' Dia. x 5' Dee w/ n E :r - DRAIN TO I- INSTALL HAY BALE/SILT FENCE. A. B. C. 0 HOUSEPORCH t PATGO, 4444 sf x .144' Ram = 142 cf Traffic Bearing Top p B45 er SLOPE �, y =��� DRAINAGE RING 2- DEMOLISH EXISTING HOUSE. ARCHITECT 2 Z STONE J4 3- CONSTRUCT NEW FOUNDATION FOR NEW FRAMED DWELLING. E. IF DRIVEWAY 4004 sf x .144' Rain = 445 cf (2) 8' Dia. x 8' Deep 10/ t:-I6 of F BLEND 4- INSTALL DRAINAGE STRUCTURES AND NEW SANITARY SYSTEM Traffic Bearing Top 5- FRAME NEW RESIDENCE AND INSTALL ROOFING AND SIDING. CROSS SECTION CRO5S SECTION SILT FENCE DETAIL TRENCH DRAIN a DRIVEWAY 6- PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURES. House, Garage and Porch Roofs to have Gutters t Leaders INSPECT HAY BALE/ SILT FENCE WEEKLY Connected to Underground Drainage Structures (Tgp.) BUILDABLE SITE AREA: 44,422 SF, LAND DISTURBANCE: 11,500 SF 8'0 Ring: 42.25 cf/Ft of Height BOUND HAY BALE EXISTING CONDITIONS: SITE IS MOSTLY CLEARED IN AREA OF CONSTRUCTION t FILTER CLOTH AGAINST PLACED ON CONTOUR DRIVEWAY. SITE PITCHES TOWARD WATER. CLEAN FILL WILL BE BROUGHT IN FOR WOVEN WIRE FENCE W/ W/ 2"X2" STAKES (1.5'-2' SANITARY SYSTEM AS REQUIRED, BUT EXPECT EXCESS FILL FROM BASEMENT 2"x2"x36" STAKES, 12' CC IN GROUND) DRIVE STAKES AREAS AND DRAINAGE STRUCTURE WILL BE REMOVED.. CONCRETE DRIVEN IL" MIN. INTO FLUSH W/ TOP OF HAY CONSTRUCTION ENTRANCE AND STAGING AREA WILL. BE EXISTING DRIVEWAY AREA. COVER OR GRADE, EMBED F'�LTER BALE, ANGLE FIRST STAKE TRAFFIC C.I. GRATE CLOTH 6" INTO GROUND TOWARD PREVIOUSLY LAID BEARING BALE REMOVE TOPSOIL OVER PROPOSED HOUSE ADDITIONS, SANITARY SYSTEM, SLAB PRECAST It DRAINAGE RINGS. STOCKPILE AND RE-SPREAD OVER-COMPLETED SYSTEMS. CONCRETE CHIMNEY - ^ FLOW z `. DRAINAGE � � SLOPE � � /II 1� ``, �� EXCAVATION/FILL PIPE z 11 _f— EXCAVATION FOR SANITARY t DRYWELLS = 100 CY TYPICAL O W ' mJ tr v v EXCAVATION FOR NEW BASEMENT = 330 CY DRAINAGE i FV o BACKFILL OF GARAGE t PORCHES = 150 CY ' I ° CROSS SECTION FACE VIEW REGRADING AT AROUND SCREEN PORCH, PATIO t GARAGE = 15 CY W RING "' > i °A1 HAY BALE t SILT FENCE DETAILS t---1 I RAMP i I 8 -N � � �14t, LOT 102 DWELLING H I 2' CLEAN SAND t _� i Q� W/PUBLIC WATER �n L----- GRAVEL FILL— O v ` P .} o n rn c EXISTING 1 $ 8 o3.�1001t E r° `r o i. `� GARAGE TYPICAL SECTION DRAINAGE RING: // ' \\ MOK ( I / - I N N _19•x \% \ i t 'C AlN INK l / 119.36' N aN --- ' 26.4' sN� 293. 151 -24"x OP o 1 1 ' ( / ' ' _�� �FASEMENT / / �I �� 1.1S ,\ F ry i 4 i` I _ S ON PRENO S / 1p �- °0 x-13• �y / I TIDAL NETLAND BOUNDARY I 1 1 / ' O w 1 -25"x Rq�A �� a�" r I AS DELIMEATED BY i I I I 1 1 06 /���"OCT- 9 B99 INGEG ,r O � J f iREMbIN i ` 2.fi'S `ua. DWELLINGS EN-CONSULTANTS / t EX—I 7 .� , N i 0 v1 \ Z / os-oz-ls / l r — — _ .' �, __Nam,' �A SHED i ` 'O /I I' \ BUC WATER EXISTING / % / t 1 �, a �-s,, 12.2 °° 1 I - - - 0OVE�- o TEST HOLE DATA �� //; 3� -- DECK —.-.�---=-3-- I w 1 o� 50 r _ I EL 20.E �o t/ 4 —- 4 I ,ti i �tj r /� �� �, �' . .:;:: i c, ----- ��jEront Yard' 0 T / :::. DARK BROWN �•y / / ® , S t6- / / / /. REMOVE EXi�Tt),,G �.. I O 10" SANDY LOAM d / a �� /' / �°,�4/� / 6do� `� P. 4............ STONE DRIVEwA\K ! BROWN LOAMY SANDS o� 6 /� Q GF' / ! .. i:' ^'\ O Z 3' w �- � I DRAWING TITLE: OE•K i � / \ \�/ /' ',,�,� yCl / l . / g / a- Control I. C ) / 70 SITE PLAN , �:: :'ti' Panel ' _ O PALE BROWN 0 ,ti S ,, �, .�':':::::: .: I i I TO FINE COARSE F -� _/ O NAP / /...Q�o. �.' Blower a 13 SAND 4. ,� ,.. VA QWT5- I / �6 ` . x TANK \� _..._ AP �JVED BY ^h ;� ;'. /�� ��J�:. � ��`.'� ` � ;' Q.l 1,O t�tyO � tJ DI3 / ` � OO \ / \ ,- - I�. ,; ;. �.. ,....::.:::.:: ��i ' •� ST NE EXISTING NO WATER _— / i 1' .: , -ONE BOARD OF TRUSTEES JOB: ENCOUNTERED ./ TOWN OF SOUTHOLD - Lg� � ��' , � GRAY S U.P. DA I.F Nov I g� 20W ' R E I D E N C E LOT 101 ? • Stone i \%, I _ ::. r 8510 NASSAU POINT RD r Lone'- stoopry .? - p i / ' 350 ABORN LANE/ ` t �• � �� � . ,: . . . �..... � � Abandon i I •. PROPOSED SANITARY SYSTEM - — CUTCHOGUE. NY . \`�\a \ ( I �P� Outdo ��' o`'� :!c E'. `\ Extstma i s _._..._... .__. _I cy; .'`>:. ' s:: Se iG ankeoc o. / I P��S• Show r �... rc g .19' r TOWN OF SOUTHOLD NEW I/A OWTS PER SCDHS STANDARDS DWELLING I ► r W\ SCTM9 1000-118-05-05 FOR 1 BEDROOM HOUSE ,• P90 i ®F) v PROPERTY OWNER: " - " W/PUBLIC WATER �� ` 1t0, �•• ... ; ::. .` ► � �r :\ �._./ o� HEATH GRAY #. MOLLY RHODES NEW FUJI CLEAN CEN-10 TREATMENT TANK PROVIDING / \ .'� ` / 3;. ` : `,, Y ��i \ 1 NEW STONE ' 900 GPD HYDRAULIC FLOW (110 GPD REQUIRED) \ / .� 1 ► 1 ? ® /' SITUATE: CUTCHOGUE (NASSAU POINT) ARCHITECT: 1 , �r � •-• •\ DRIVEWAY Extstin 1 TOWN OF SOUTHOLD NEW 415 S.F. SIDEWALL AREA OF LEACHING POOLS 1 t 2 i/ /� ..� 1 r \ 9 to Gala............... 1 \ �� SUFFOLK COUNTY, NEW YORK FREDERICK R. WEBER l2 POOLS, 8' x 9'-6"' DEEP) h // \ i h l��� ne ;fink �Il/�_�\ w,p- Test Hole J-,� MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. / , ( Ted): ••••• .. -� \ \ I , r I D ) \ SURVEY INFORMATION: GREENLRWNPNY'11140R NOTE: s � ,/ \\ // ator S,-� +19.0 i f. �_\ ' \� � KENNETH WOYCHUK I/A OWTS TANK GREATER THAN 15 FROM SURFACE WATER \ r 9 \ AQUEBOGUE, NY LEACHING POOLS GREATER THAN 100' FROM SURFACE WATER ``O ''f `�I / i ®E) , , r s''s \ °'��, O SURVEYED: AUGUST 14. 2018 52 NOYAC PATH VACANT LAST REVISED: SEPTEMBER 4, 2018 WATER MILL, NY' 1191L I/A OWTS TANK i LEACH GREATER THAN 10 FROM STRUCTURE •Q' \ / El +19.2' +0.0' = ELEVATIONS REFERENCED TO NAVD of 198'�8 LOT 99 � `�' � \ � Existin ,� ANEW STONE O; TEL 431 154-5555 Water ap SCTMs� 1000-118-05-05 rweberarchitectsgahoo.com FIN. FL. / \ i DRIVEWAY _ �'' EL +19.1' 1' MIN. t 2' MAX. TRAFFIC \ / �r --- CONCRETE BEARING GRADE / CHIMNEY DEPTH RISER TO SLAB G ADE LOT AREA: 44A22 S.F. SEAL''." SYSTEM GRADE WETLANDS AREA: 2161 .S.F, l±) CONTROLLER/ EL +18' GRADE ALARM 4"� APPROVED BUILDABLE LAND: 44,255 S.F. (±) PIPE, 1/4" PER FT. 18' MANHO E I " MAN OLE 24' MAN OLE 4"0 APPROVED CONCRETE r MIN. PITCH �6„ PIPE, 1/8' PER FT. COVER New i ZONING: R40 ---'---'-- MIN. PITCH - Meter ' � YARDS: (PRINCIPAL SETBACKS) ' i` • INV RT PROVIDE `9 Frame 0 at HOUSE CLEAN OUT 1 V RT DRAWING SCHEDULE FRONT 50 _ ,f Existing Q SIDE (ONE): 15' EL +15.8' 8 HOUSE L 15.5 m I INVERT I UtIlIty SIDE (BOTH): 35' ,.elm INVERT I Pole �� DESCRIPTION REAR: 50' EL +15.0' EI +14.15' OI I S Al SITE PLAN LOT COVERAGE (ALLOWED): 20% (MAX.) 51-2 m © 4'-II I/2° ► NEW ® ' POOLS LEACHING 2 ' A2 FOUNDATION PLAN HOUSE: 2185 SF I/A, Non- (415 S.F.) , 6y A3 IST FLOOR PLAN GARAGE: 168 SF Disturb NOV 2. 2020 j (COLLAR I A4 2ND FLOOR PLAN REAR TPORCH: 299 SF BED OF t "FUJI-CLEAN" CEN-10 I I I yoPQ\� SCREEN PORCH: 481 SF AU PORCH: 124 SF G �. 20 0 2020 TONE I a �� A5 ELEVATIONS (EAST/WEST) REV.: AUG. 4, 2020 S TREATMENT TANK I i �P� ��� 4465 SF I i AL ELEVATIONS (NORTH/SOUTH), WALL SECTION TOTAL: DATE: JULY 21. 2020 8'-0., I 8'-O" i Al SECTIONS LOT COVERAGE (PROPOSED): 10.1% I i A8 FINISH SCHEDULE/ TRIM SCALE: 1 20 I YARDS: (ACCESSORY SETBACKS) JOB NO: w2019O1 I A9 CODE DETAILS (LOT SIZE: 40,000 TO 59,999 SF) i SITE PLAN NORTH � 3' (MIND TO HIGH i SIDE t REAR: 15' ....__�_-__.._. .. - ' SEASONAL GROUNDWATER I FRONT (WATERFRONT): 50' DRAWING NO. L__________________________� SI 2ND FRAMING (IST FLOOR) 52 ROOF FRAMING (2ND FLOOR) _ El ELECTRICAL IST FLOOR PLAN 8 EXISTING CONTOUR NOV ` 5 8 E2 ELECTRICAL 2ND FLOOR PLAN OLD CONTOUR Al , E3 ELECTRICAL BASEMENT PLAN 8 NEW CONTOUR OF A9 '.I FILTER CLOTH AGAINST WOVEN WIRE FENCE W/ 2%2"x36" STAKES, 12' OC DRIVEN IC' MIN. INTO GRADE, EMBED FILTER CLOTH C INTO GROUND FREDERICK SITE DRAINAGE: ASPHALT TRAFFIC ROBERT Top Coat BEARING STORM WATER POLLUTION PREVENTION WEBER Base GRATE DR1* AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) - iz CONSTRUCTION PHASING: FLOW O Z Nr PIPE TRENCH HOUSE, GARAGE, (4) 8' Dia. x 5' Dee w/ r oo DRAIN TO I- INSTALL HAY BALE/SILT FENCE. A. B. C. D PORCH t PATIO 4464 sf x .144' Ram = 142 cf Traffic Bearing To P 845 cf SLOPE �, g P Z r DRAINAGE RING 2- DEMOLISH EXISTING HOUSE. ARCHITECT (2) 8' Dia. x 8' Dee w/ - STONE 1 4 3- CONSTRUCT NEW FOUNDATION FOR NEW FRAMED DWELLING. E. F DRIVEWAY 4004 sf x .I66' Rain = 665 cf P 6�6 cf BLEND Traffic Bearing Top 4- INSTALL DRAINAGE STRUCTURES AND NEW SANITARY SYSTEM 5- FRAME NEW RESIDENCE AND INSTALL ROOFING AND SIDING. CROSS SECTION CROSS SECTION 6- PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURES. House, Garage and Porch Roofs to have Gutters t Leaders. SILT FENCE DETAIL TRENCH DRAIN DRIVEWAY INSPECT HAY BALE/ SILT FENCE WEEKLY Connected . Underground Drainage Structures (Typ.) BUILDABLE SITE AREA: 44,422 SF, LAND DISTURBANCE: 11,500 SF 8'� Ring: 42.25 cF/Ft of Height BOUND HAY BALE EXISTING CONDITIONS: SITE IS MOSTLY CLEARED IN AREA OF CONSTRUCTION t FILTER CLOTH AGAINST PLACED ON CONTOUR DRIVEWAY. SITE PITCHES TOWARD WATER. CLEAN FILL WILL BE BROUGHT IN FOR WOVEN WIRE FENCE W/ W/ 2"X2" STAKES (1.5'-2' SANITARY SYSTEM AS REQUIRED, BUT EXPECT EXCESS FILL FROM BASEMENT CONCRETE 2"x2"x36" STAKES, 12' CC IN GROUND) DRIVE STAKES AREAS AND DRAINAGE STRUCTURE WILL BE REMOVED. DRIVEN 16" MIN. INTO FLUSH N TOP OF HAY CONSTRUCTION ENTRANCE AND STAGING AREA WILL BE EXISTING DRIVEWAY AREA. COVER OR GRADE, EMBED FILTER BALE, ANGLE FIRST STAKE TRAFFIC C.I. GRATE CLOTH 6" INTO GROUND TOWARD PREVIOUSLY LAID BEARING BALE REMOVE TOPSOIL OVER PROPOSED HOUSE ADDITIONS, SANITARY SYSTEM, SLAB PRECAST t DRAINAGE RINGS. STOCKPILE AND RE-SPREAD OVER COMPLETED SYSTEMS. CONCRETE CHIMNEY DRAINAGE FLOW ` EXCAVATION/FILL PIPE i a SLOPE _ .. �, W EXCAVATION FOR SANITARY t DRYWELLS = 100 CY (0I m v v EXCAVATION FOR NEW BASEMENT = 330 CY TYPICAL O W I EXCAVATION F DRAINAGE i I ° I � � I � CROSS SECTION FACE VIEW 0 GARAGE tPORCHES = 150 CY RING > I FLo�r REGRADING AT AROUND SCREEN PORCH, PATIO t GARAGE = 15 CY gAMP HAY BALE t SILT FENCE DETAILS I I I 8'-�SA I0p AlK W 2' CLEAND t �-� I DWELLING GRAVEL FILL -------- O LOT 102 W/PUBLIC WATER V 10 Co N Co C, �? EXISTING TYPICAL SECTION DRAINAGE RING �P I $�033"0011 E °D°' o u FRAME W �C) \ - I r GARAGE I / - � I N N N -19"x `` \ C AIN INKa l 119.36, N 130 ti+ + P� � � 1 I fNC•ff /� i/ / � � 26.4' 6 FFN [^T -24"'x ��� o J 1 I ( I i r I .. .... .... i --——- / � FFIR ASEMENT / al // 1.1'S � ^ CF J ry0 93 I SH N ON PREVIO S w - / W x-13" �:� 3� �'t� J I TIDAL WETLAND BOUNDARY' I 1 / _ �.� / , / / ` / �/ MON. S Y BY J. INGEG 1 REMOVE ` Q 2.6'S �/}•� -25"x '�.o � cQ' AS DELINIEATED BY I � � � �06.^�- ,� / r -� Z OCT. 19, 1994 , / J l r---- °4 v r ' EN-CONSULTANTS / -L — �°� 1 79 /J +EXISTING i ` >i `U'P' 7 DWELLINGS i/y 09-02-19 / I r o° �r r r' 1l` _NJ.' iJASHED j \ `o 0A I l L �USLICWATR EXISTING \� / �J / // Ia$ !' —� ` �J"�`� — -- REMOVE -12.2' I o ¢ r ( -= — WOOD- _ o TEST HOLE DATA / / / / I I \� 3\ ram— - DECK _ A � W °° 8 �o 11 � •:� REMOVE EXISTIN �• " yy� O� //kl'00 SjE P oo° 'j l I T � �� ' / ;:/6 r- ST � 50 _O O' EL 20.1 �O t/06' / / v3 i B w• v ., ( RIVE.. Y m - a• .� � � ••/ �` d AC Units ONE DRIVEWAY DARK BROWN 03°./ S / �, �wz / ... (3.x9.)_-�'. Z � I Front Yard}- I / / o �t ��: r �' f REMOVE EX3NNG 10" SANDY LOAM Dk // �° S �� 1 S /4 m 5 / �`� h�°' / V o �26eCc� ` ,/�.` r x / j STONE DRIVEWA`f 0 BROWN LOAMY SAND � i � ,� / /�' E p '; �` h , Q , „ys , . _-� U — 3 � y"� ` i PROP p �I�•� X, / �. 1 z DRAWING P � I \ I WING TITLE: 601 Control '-A C Iternat >k ./ - ,� o,, Qv�' .: . � :: '„ ^�' Panea "�. _�• " rn �(Replace Cur SITE P1.,4N PALE BROWN G - 0 TO FINE COARSE i <-' F p5 �, ,,yC.�..:... --- Alon N ssau O ^ Q .'/� :F° Q�`o '�; ,/ •� '� I O / \\ Pcintt R .u SAND r- / / `v,Z, i .; Q o' Q` ' / Blower N / I _ I D o / ,,. 50 `• '; l�jw.. C.� 4 rj � /¢,; / , VA OWTS. / I / \ o oo /,� ,. ,i ' %O.ti�' F�c 8 '"TREt1EN N / / C. ro x a K -' moo°° '',� , �. •�, `v�i )�6C�. O�� / J n / '� ' V TAN > / �i•oo 000000=0000 \ �' I , ,• /CSC. \%a' �' DB Lg �RE � O \ / % -ac , t �* / n EXISTING p* n NO WATER N _ / / �, �' = ;• , ,c. , / STONE DRIVEWAY \ Fj GIN �v• ENCOUNTERED 11 _ \\ �� / // / ` , / '`t;�'�_r�'��,/ ,mil ;;,g, / /, / / �\ 1 °�o��� JG"\o� JOB: ,;,';; ;� ;,,,:'' •/ fix°' Lg1 5. CsR,4Y \ / • , -���o RESIDENCE Stone LOT 101 ,' ��c�����clo5`�° U.P. ,Stoney °, rye. / a ,',D�p / � ����Q oe �a 9�io �•�q < \� Abandon / / / e 8350 ABORN LANE/ PROP05ED 5ANITARY SYSTEM \ae / I I Poi stoop w \ 0 NASSAU POINT RD \� Existin s CUTCHOGUE, NY, Se r anko- NEW I/A OWTS PER SCDHS STANDARDS DWELLING �,'�\ j LPN�� ..:' ^ .,� 'Q 4 1 \ eachmg /�E1-\19' ��i' o, / TOWN OF SOUTHOLD FOR 1 BEDROOM HOUSE - t� , P90 i �'- SCTM9 1000-118-05-05 " W/PUBLIC WATER ,K\ / ,��o - / ®F) PROPERTY OWNER: NEW FUJI-CLEAN CEN-10 TREATMENT TANK PROVIDING �` Outdoo - 1 / /; �._�' a I HE GRAY MOLLY R H O D E S 1100 GPD HYDRAULIC FLOW (110 GPD REQUIRED) ,� \\-�� Show s . .,. ry Y •�Cb1\ '�- �> NEW ASPHALT ® '/ i / SITUATE: CUTCHOGUE (NASSAU POINT) ARCHITECT: NEW 415 S.F. SIDEWALL AREA OF LEACHING POOLS I t 2 i/ ,b ,'`/ / it DRIVEWAY Existin 1 / (2 POOLS, 8' x 9'-6"' DEEP) b 00 Gal.............. 1 g TOWN OF SOUTHOLD ��P ne Tmnk �/ i_� ,p Test Hole \ �� �� SUFFOLK COUNTY, NEW YORK _, FREDERICK R. WEBER MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. ^h / V / 1 '' / / 1 f :r i p ) SURVEY INFORMATION: 41 EA5T MAPLE ROAD NOTE: \ i e+ , ��o o� \" ' I/A OWTS TANK GREATER THAN 15' FROM SURFACE WATER _ \ nerator �t- + +19.0' / 19 - ` p.�� �� KENNETH WOYCHUK GREENLAWN. NY '11140 — Pi e O AQUEBOGUE, NY LEACHING POOLS GREATER THAN 100' FROM SURFACE WATER ^`O -' - `�I / i E / 1 � ` d� G� 52 NOYAC PATH R \ ® ) / CONCR�TE ��„ 'L ��° SURVEYED: AUGUST 1.4, 2018 I./A OWTS TANK t LEACH GREATER THAN 10' FROM STRUCTURE \ �_,� / / II WASH-OUT P vacANr WATER MILL, NY 119'IL LOT 99 ,?--��' � \ �/ El +19.2 / / �� so �AREA,i Existin �1,�� ��e\�� LAST REVISED: SEPTEMBER 4, 2018 ,/\ / NEW ASPHA T r g +0.0' = ELEVATIONS REFERENCED TO NAVD of 1988 Water Tap TEL Fwebera c31tect4 ahoo.5om FIN. FL. / �'. , EL +21.0' 1' MIN. t T MAX. \ / / DRIVEWAY �� SCTM1* 1000-118-05-05 ay -------- CONCRETE TRAFFIC ,� / \ / �/ p\� SYSTEM CHIMNEY DEPTH GRADE RISER TO BEARING GRADE / / LOT AREA: 46A22 S.F. SEAL: GRADE SLAB ' �(� WETLANDS AREA: 2161 S.F. (±) CONTROLLER/ EL +19.0' El +19.0' � �/ ,.�>�, ALARM 4"0 APPROVED �� BUILDABLE LAND: 44,255 S.F. (±) PIPE, 1/4" PER FT. 18' MANHO �IOLE 24" MAN OLE CONCRETE --------- MIN. PITCH 4"� APPROVED New / ZONING: R40 - I'-4" PIPE, I/8" PER FT. COVER Meter 1 MIN. PITCH at HOUSE PROVIDE I V RT 1 Frame yl °t� YARDS: (PRINCIPAL SETBACKS) EL +11.5' C LEAN OUT L 11.0' INVERT I Existing e �`� DRAWING SCHEDULE FRONT 60' � I/+ HOUSE ® I INVERT I \4`4 ��" A, EL +16,5' I I Utility ,L \o SIDE (ONE): 15' q` y 'C / 6'-5" I El +16.25' O Pole 0& \tP DESCRIPTION SIDE (BOTH): 35 ; 4 -II I/ ® i I S AlSITE PLAN MAR` 8, 2021 5- 2 �o, REAR: 50 -" `f' LOT COVERAGE (ALLOWED): 20% (MAX.) NEW I A2 FOUNDATION PLAN HOUSE: DEC 28. 2020 LEACHING I h 2185 SF I/A, Non- POOLS I 2 I 6 A3 IST FLOOR PLAN GARAGE: 168 SF Disturb NOV Z, 2020 FRONT PORCH, 126 SF I (500 S.F.) i A4 2ND FLOOR PLAN OCT 2. 2020 BED OF "FUJI-CLEAN" CEN-10 13' MIN. _ I GPe�� REAR PORCH: 299 SF AUG. 11. 2020 STONE TREATMENT TANK I COLLAR O � oS �,� A5 ELEVATIONS (EAST/WEST) SCREEN PORCH: 481 SF REV.: AUG. 4, 2020 I in I A6 ELEVATIONS (NORTH/SOUTH), WALL SECTION TOTAL: 4465 SF I DATE: JULY 21, 2020 Al SECTIONS LOT COVERAGE (PROPOSED): 10.1% SCALE: (" 20' AB FINISH SCHEDULE/ TRIM I I • I I A CODE DETAILS YARDS: (ACCESSORY SETBACKS) JOB NO: 001901 I I SITE PLAN NORTH (LOT SIZE: 40,000 TO 5q,999 SF) 3' (MIN.) TO HIGH SIDE t REAR: 15' DRAWING NO. I �----- SEASONAL-GROUNDWATER --.. I,r - 20r_0r, SI 2ND FRAMING (IST FLOOR) FRONT (WATERFRONT): 50' 52 ROOF FRAMING (2ND FLOOR) 8 EXISTING CONTOUR El ELECTRICAL IST FLOOR PLAN _ E2 ELECTRICAL 2ND FLOOR PLAN 8 OLD CONTOUR At E3 _ ELECTRICAL BASEMENT PLAN 8 NEW CONTOUR OF A Notes: PROJECT SITE ' All wiring and equipment are to be be provided and installed by the Electrical contractor(EC)in accordance Z Q Sedi mentation Chamber Volume(gal) with the a National Electric Code(NEC)and Local Electrical �s. N LITTLE ur w+TaATIaN PIPE Anaerobic Filtration Chamber 556 PECONIC BAY m , Aerobic Contact Filtration Chamber 248 The EC will file all necessary forms and pay all fees for 'o G J o° -u Storage Chamber 125 the electrical work shown on these drawings.The O 3 - Disinfection Chamber 1 l contractor will arrange for all inspections and secure a Fire GpO� 'tw,r Total Volume 1,498 P Underwriters certificate which is to be turned over to the � SPECIFICATIONS owner at the completion of the work. ���' who wq� DWELLING ® CIRCULATION Anaerobic Media PP/PE Filling Rate 46 LOT 102 AIR i PUMP All foundation penetrations for entry of directly buried 0o W/PUBLIC WATER Board T Aerobic Media PVC/PP/PE Filling Rate 17% ISINFECTION Aerobic Media PP/PE FillingRate 54% feeders are to be equipped with galvanized steel sleeves. V v ur o, _� N 't uOco r, EXISTING CYLINDER mPnnNnu Blower 3.0 cfm RMC is to be used at all other foundation and floor \ I I 1 U 8603 '0 "E /� �-- p _ `"� GA, NEE 4'ITLET P •OUTLET PIPE Tank FRP penetrations. pt A,ON / J I I N (V N A Pi in 119.38'/ N tJ 3'-9' Access Covers Plastic/Cast Iron r o}�+ .+ -19"P,` o ^. I ! N K / --_- // i / a pg 4' B' Cf NO Disinfectant(Optional) Chlorine Tablets Furnish and install new service equipment and circuit LITTLE k A _ o b 11 / / ,.r s �N 293.15' ( P breakers as shown In these drawings. All panels and PECONIC BAY +, 24' \, ya � / / �----� EASE7N�T / [ i � MO I F 3 � � 1 f 1 / pR �/ � ' x-13' � p.� ) IIDAL wEDAVD BOUNDAR,I I 1nf I / °W� ON 1M pus FUJI CLE AMiISA CONTROL REMOV" \ Z z.fi's 10 Z - © FLUENT breakers are to be labeled. The electric panels are to be kq a AS DELINIEAED BY I I 1 ,/ W U P DWELLINGS AIR LIFT PUMP X installed and grounded in accordance with the NEC and LOCATION MAP o \ O iOCT. 19 _ -- S H \\ o/l cn\\ /PUBLIC WATER Local Electric Codes. -25'x �A EN coNsuLrAxrs� 1 1 1 �� 1 PANEL AND AI OWER E ISTI GiWOOD 0 ® 1'=600't 10 INLET O° , / / , r ► , t- \ DECK , . . _ `_--_ .P I W D 'AD switch and outlet boxes,junction boxes,and pull G E N E RAL N OT E S bo o rw / FBI��� / 1 t I 1 \� /H FUJI CLEAN USA AID BLOWER 30 BE INSTALLED ON A 4"P.C. t~,-, boxes installed on the exterior are to be galvanized steel -r g--- ,SLAB AND TO BE HARD WIRED TO CONTROL OMtEL Q and rated for exterior use. X�•.: ': "- ._:: `<k:. X ••.••'- - RECIRCULATION P BAFFLE _J rz•AIR HYTAI(E 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND n5 / _ • ` �,-- 11OV OPENING ti CCLEAMNG OPENING) B 'All exterior outlets are to be housed in weather proof SPECIFICATIONS OF TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH G PROP SED ELECTRIC TO BE PLACED IN CQNDUIT enclosures. IN SERVICES AS REQUIRED. S70NE D W,AY: Q 0 :..�;:. PROPOSED`AIR LINE' `� �, Z 2. BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY KENNETH WOYCHUK DATED \ SEPTEMBER 4,2018 AND SITE PLAN BY FREDERICK R.WEBER ARCHITECT DATED NOVEMBER 2, \�- ./ 2020. ELEVATIONS ARE REFERENCED TO THE NAVD 88 DATUM. i DW _` PROPOSED UA FUJI CLEAN USA:WASTEWATER _ -/ O TREATMENT SYSTEM IMODEL CEN•10 I 4'MANHOLE ELEC O ` is,MANHOLE(T 18'MAN43LE 24•KV*4LE CT ISB(FECT]IB4 .' it=;i , N 1. t.�'E CYLINDER COPTIONAL) PANEL 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE .::bi .D. \ / 1 (D OPENING `.;;:: :. ;y:.:;.__ sr{:a.;;; ;;................: ;�,`� \ PR POSED 8'13 X 11' L` \ COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION `f a ---- / / / / '/ 'S�' �' s \ ' EEp LEACHING POOLA 20 AMP BREAKER SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. �� ` / / / 7 / %l �, \ .::: :� :::.::-' Q.:;;fr ::::i` :' ••(T�fP.�F.2)...........- \ ` - 1•-4• 1.�. D TYPE !B _--` / / h / T p• !� MIN. \ \ \ O CONTACT MEDIA 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS REMOVE EXISTING \ (oL' TO BE MAINTAINED BETWEEN WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR Tr6 _: \ I-_• STONE EIRIVEWAY \ `l STRUCTURES. ....... / I 12 AWG OF WIRE IN EXTERIOR RATED c� PROPOSED DISTRIBUTION BCIX dt Xti / ?Y;' - / h ► / / U.P. JUNCTION BOX 3/4 PVC SCH 80 / -, ] LOT 1 0 1 / p ASSEMBLY �. : { � ones ��• --l.• IRCULAIIR( 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE St ` I BELOW GRADE IN CONDUIT COMMENCING WORK. ne ;' a:` 'z:''� �9� ��� PROPO�D 50%EXPANSION 1 6-S• A SPRINKLER rO X,11'DEEP LEACHING PO BOX 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, / .r ,d 1 a / � 1 15 s•-2' COUNTI',STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE we- � •'� / El 19 4'-u1�' 4•-n�• DWELLING 1 ! Cs * : / s 2"VENT LINE TO ROOF WITH / © ® RESPONSIBLE FOR DISPOSING©i,;;;;.;;; . OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE W PUBLIC WATER / a ' CARBO FILTER BIC MEDIA BURIED ON-SITE. / a / '` »: �:. <=:r;:> :[:>` /DON 0 /I/ + " . .. STONE ABC) / ! / '`......::' ` �1 1 A ® ! D� rI°"ASSEMBLY 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR DRIVEWAY v /1000 GAL!PROP E / • j _ Existin 1 TANK ROPA) 1 °gyp Test \ TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND S LINES �E FUJICLEAN USA AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. I +19.0' �s�W/ `' oP \_o��`�I��o y� CONTROL PANEL 8• ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI/28 DAY STRENGTH �r �O `""'�"" .�'+r •.�" � .. � ..... �-•„ -,�... SECTION A-A VIEW SECTION B-B VIEW ® CONCRETE. �0 VACANT ELECTRIC RISER DIAGRAM G6nerator El +1s.2' `-'bw � P` WOtCF Lln� fi E�'t1S`t� I?O Its^�oOtOCI B} �i1'" Fu�iClean USA LOT 99 - `� / / i tin ( ) ---- NOT TO SCALE 9. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS. / NEW STONE er ap SUflT01!� County � h yOly�,s Toward Clean Water... / DRIVEWAY o �P� PROPOSED WATER SERVICE 5-•, Dept. �1 Hours %�¢ )� CEN-10 10. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS EXISTING �/ Cull 852'J �Q, f 8 Hours 111�dvurlcd NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE TEST HOLE. DATA z� P To Sc h clul v Inspection(s), ,� Structural Drawing INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE DATE: 11/2014 SCALE: 3/8"=1' OF EROSION CONTROL MEASURES SHALL CONFORM TO'THE NEW YORK GUIDELINES FOR New EXISTING CESSPOOLS TO BE PUMPED DRY AND EROSION AND SEDIMENT CONTROL'. 0' EL 200.7RK B oy� Frame BE REMOVED IN ACCORDANCE WITH THE 10 SANDY �IOAM SM It. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT Existing SCDHS STANDARDS THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD PROCTOR TEST. ( ) Utility 3' BROWN LOAMY SAND (SM) Pole 's�'JD1'3C�03�'cut of cxistin , s: ,St bo in 12. LOT AREA:46,422 S.F. PALE BROWN 6�E con1fb-,n-mc- vJ,* 1- C.,`�' �i" .,; 5 s'=' 1_,.c ';t.11 13. THERE ARE NO WELLS WITHIN 159 OF THE PROPERTY. TO FINE COARSE e�JG Colin 1>r?r: ;I"1"t?�'/�`ari - qb SAND (SP) epv ap J� SITE PLAN � .45 f SCALE:1'=30'-0' 021.65 1055.1 _ 1T NO WATER ENCOUNTERED CONTROL PANEL WIRING DIAGRAM P.1 ALARM/CONTROL PANEL WIRING DIAGRAM P.2 [336�a, PLEASE PROVIDE WIRING DIAGRAM TO LICENSED ELECTRICIAN FOR MAKING PROPER ELECTRICAL • CONNECTIONS. CIJrAWAYNEW (A COPY OF THIS DIAGRAM IS ALSO PROVIDED INSIDE NEMA 4X RATED CONTROL PANEL ENCLOSURE). ; ; [36.60n] 1 , PLEASE NOTE:THE BASIC FUJI CLEAN CONTROL PANEL DOES NOT COME EQUIPPED WITH A TIMER OR TIMING DEVICE.PLEASE CONTACT YOUR DISTRIBUTOR FOR THIS AND OTHER ALARM/CONTROLLER - [052.5cm] 13.74 UPGRADE OPTIONS. BOTTOM MEW TOP NEW [34.9ci POLYLOK 20"D-BOX INSIDE BOX V TL1Kp{>E TIk 16 IN-LI BOXACCEPTS: ' �W PART LIGHT COVER PART NO.-3009C r--------------------------, ALIT.MWM1L.SILENCE MATERIAL-HDPE HEAVY COVER PARTN0-3017-C20 ITBI CBU08 T GRATE- PARTN0:3017-G20 4+ j z I5, DATE; 8/12/04 6'TALL RISER PART NO.31 1 �_-_�_---1---1----'r---------,- AW Ti I I I I I I MARK IT TALL RISER PART N0.3009 R12 t 1 -�"' ! CIAC011 OWAME'R n• 1 1 1 I 1 1 1 1 [ 22.45[57.01 }t/ 1 AHlll L��37...E,..Fp v A ^^°�''*'Pn t,.�..• r a LI �`Sa 1 i i i I r I'!-'=''^ I T?ili ?: <ti3ON 1 t..�.U71_D. 1 �,A PS112 ,� ( gyp. ^ 1 K411M6POYpl 1 1--- o---� WITCHs" (40.9m] CLTOCL. ] SIDE CUT OUT ( 1Jf'411i /t;.t?re3'v�. tltlt�l~+1'� 1 ALARM ItOAi 1 v l�s 1 ' z N " I �-.,.;: /;,:,•.; a '`�,,;.,.,.., 1 2.00 5.O8an BRANCH CIRCUIT PROTECTION,OVERLOAD PROTECTION TYP.40PLCS. TO ACCEPT ON I I----------------`�•-_--- rtOAr IQ� �•_� , 1 I AND INN DISCONNECT PROVIDED BY OTHERS rstls LTus PART No3ao1� r , AND MUST BE SIZED ACCORDING TO PUMP/MOTOR rHl Tet TYP.40PLCs. ®0 �IA�y� �Db,��. � � L_____________. 1 MANUFACTURING SPECIFICATIONS. e � a R, 1 i 6 0 / !I�, q ,r /� /�'p�y 1 I ALARM I LOAT IEAQIN 13.91 n ♦ 8.00[2O CL] I I I'� r OR t j1 1f�YrW'l' V,-111 J. [35.3cm] PUMP p i A � 300 AERATOR [S.Ocmj n 1 GND ® O CB120 THI FRONT!SIDE VIEW LUG z 5-, 4 - 1 I CTi �`�DN� (COMPRESSORL. ATHOU �) PS°T' POLYLOK 3017-20H6 20" ROUND SEPTIC DISTRIBUTION BOX DETAIL /� AND MUST BE U.L. APPROVED THERIIN LY PROTECTED PUMPS �:-;'F F0' N L'u''�Ts.N z O Z T.,n T1 N G 7 H E'A,L I N S:.,VI CS;S .17 A -t NOT TO SCALE r T';xIT E'01'< 1'a ;': AT DF :`:I3 "erC�IGId F`cnA 1 ADMTHR 1 TEMPERATURE RATING OF FIELD INSTALLED CONDUCTORS MUST BE AT LEAST 140 DEG, F. (60 DEG. C.). TERMINAL STRIPS AND GROUND LUG USE COPPER CONDUCTORS ONLY. JA�N � 4 2021 VISUAL BEACON r�, n-- ,1 ?•''� r--. �0 3 'Vt7'C CONNECT GROUND LUG IN PANEL TO A SECURE EARTH GROUND CB1 THt ref `•"- 1-`s' �� -.. __..»-..�....,J_.........,..y.-.. DASHED LINES REPRESENT FIELD MIRING FIELD WIRING SECTION CIRCUIT PUPrLmtr 1 1 /'tPl'riC` 2'VENT I 0 LT I:i r.' e: LI M O3 ' EX T•('�?t EE�EAF-. � rF11.0fv1 D102*E'0F'/'APPROVAL. THE VENT TO BE TERMINATED THROUGH THE ROOF. P � fT: •12'MIN, z Pur FUJICLEAN NEMA 4X CONTROL PANEL CARBON FILTER WATERTIGHT PLASTIC FRAME&COVER 0 DEVICE W/APPROVED LOCKING DEVICE TO WATERTIGHT PLASTIC FRAME&COVER W/APPROVED HEALTH DEPARTMENT APPROVAL STAMP WEIGH 60 LBS.MIN.OR SECONDARY LOCKING DEVICE TO WEIGH 60 LBS.MIN.OR SAFETY'LIDS I DEVICES TO BE PROVIDE PROVIDE END CAP TYPE SECONDARY SAFETY LIDS/DEVICES TO BE PROVIDED F.F.EL.21.0 ELECTRICAL AND CONTROL TO BLOWER CLEANOUT LEVELING DEVICES AT CONCRETE COVER E ,5 GRAD EL.19.0 OUTLETS EL.19.0 BELOW GRADE GRADE EL.19.0 CONTROL WIRING TO OWTS TRAFFIC BEARING SLAB 24"0 PLASTIC RISER RINGS V min. t , „• N / REVISIONS (12'MAX.HEIGHT) 2 Max INV.EL.18.1 -_-_ _ _ - INV.EL.17. MAC"W AIR BLOWER . WEATHER RESISTANT 2"VENT TO I/A UNIT -j TRAFFIC BEARING SLAB ENCLOSURE SUPPLIED DEC 1. G 2020 , INV.EL.17.7 . /- INV.EL.17.9 2• 4'PVC WASTE LINE PITCH N _ 4'PVC WASTE BY MANUFACTURER LINE PITCH 1/8 EL.17.1 1/8 INCH PER FOOT Jz•6RN INSTALL DUMMY RINGS AS NECESSARY TO BRING a INCH PER FOOT �0"o N. INV.EL 17.2 ELECTRICAL SUPPLY FROM ( . INV.EL 17.4 PROPOSED STRUCTURE TO GRADE BUILDING MAIN ELEC.PANEL 4"CONCRETE SLAB 19'(8'MIN.) 10'MIN. L.12. 4" - ALL LEACHING POOLS SHALL BE PLACED IN ACCEPTABLE 5'MIN. POLYLOK 3017-20H6 20' LEACHING SOILS AS APPROVED BY THE SCDHS. IN THE ROUND SEPTIC DISTRIBUTION EVENT POOR LEACHING MATERIAL IS ENCOUNTERED, BOX OR APPROVED EQUAL EXCAVATION IS TO BE CONTINUED TO SUITABLE PROPOSED I/A FUJI CLEAN 8'DIAMETER • WASTEWATER TREATMENT MATERIAL AND BACKFILLED AS DETAILED. CUTTING SYSTEM MODEL CEN-10 DISTRIBUTION BOX RINGS MAY BE REQUIRED. FUJICLEAN CONTROL PANEL AND BLOWER DETAIL s.c.T.M.: oIST. l000 sEc. 118 BLK. 5 LOT. 5 EL6.2 GRAY RESIDENCE FUJI CLEAN TREATMENT SYSTEM � LEACHING POOL DETAIL NOT TO SCALE Condon Engineering, P.C. Scale:AS SHOWN -- - - - - - - - - - - - - HIGHEST EXPECTED GROUNDWATER EL.2.0 PER 1999 SCDHS GROUNDWATER CONTOUR MAP - 350 ABORN LANE 1 Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Drawn by:JJC 1755 Sigsbee Road 8570 NASSAU POINT RD O F Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Mattituek, New York 11952 SANITARY SEPTIC SYSTEM PROFILE Professional Engineer,Architect,or Land Survey,to alter any item in any wady.If an item bearing (631) 298-1986 (631) 298-2651 fax C UTC H OG U E, NY the seal of an Engineer,Architect,or Land Surveyor is altered,the alterin Engineer,Architect,or Date: 12/15/2020 Land Surveyor shall affix to the Rem his/her seal and the notation'Attemd by'followed by his/her www.condonengineedng.con1 SANITARY PLAN NOT TO SCALE signature and the date of such alterations,and a specific description of the alteration. F LTER CLOTH AGAINST WOVEN WIRE: FENCE: W/ 2'x2"x36" STAKES, 12' CC CRIVEN 16" MIN. INTO GRADE, EMBED FILTER FREDERICK CLOTH 6" INTO GROUND SITE DRAINAGE: ASPHALT TRAFFIC ROBERT Top Coat BEARING STORM WATER POLLUTION PREVENTION WEBER Base GRATE DRU AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) .. CONSTRUCTION PHASING: FLOW 0 z � _ PIPE TRENCH HOUSE, GARAGE, (4) 8' Dia. x 5' Dee w/ � oo DRAIN TO I- INSTALL HAY BALE/SILT FENCE. A. B, C. D PORCH t PATIO 4466 sf x .144' Rain = 142 cf Traffic Bearing Top p B45 of SLOPE DRAINAGE RING 2- DEMOLISH EXISTING HOUSE. ARCHITECT ► z STONE 8 j 3- CONSTRUCT NEW FOUNDATION FOR NEW FRAMED DWELLING, E. F DRIVEWAY 4004 sf x .I66' Rain = 445 cf (2) 8' Dia. x 8' Deep w/ 616 Cf BLEND Traffic Bearing Top 4- INSTALL DRAINAGE STRUCTURES AND NEW SANITARY SYSTEM 5- FRAME NEW RESIDENCE AND INSTALL ROOFING AND SIDING. I :�l CROSS SECTION CROSS SECTION 6- PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURES. SILT FENCE DETAIL TRENCH DRAIN 9 DRIVEWAY INSPECT HAY BALE/ SILT FENCE WEEKLY House, Garage and Porch Roofs to have Gutters i Leaders Connected to Underground Drainage Structures (Tgp.) BUILDABLE SITE AREA: 46,422 SF, LAND DISTURBANCE: 11,500 SF 8'0 Ring: 42.25 cf/Ft of Height BOUND HAY BALE: EXISTING CONDITIONS: SITE IS MOSTLY CLEARED IN AREA OF CONSTRUCTION I FILTER CLOTH AGAINST PLACED ON CONTOUR DRIVEWAY. SITE PITCHES TOWARD WATER. CLEAN FILL WILL BE BROUGHT IN FOR WOVEN WIRE FENCE W/ W/ 2"X2" STAKES (1,5'-2' SANITARY SYSTEM AS REQUIRED, BUT EXPECT EXCESS FILL FROM BASEMENT 2"x2"x36" STAKES, 12' CC IN GROUND) DRIVE STAKES AREAS AND DRAINAGE STRUCTURE WILL BE REMOVED. CONCRETE DRIVEN 16" MIN. INTO FLUSH W/ TOP OF HAY COVER OR GRADE:, EMBED FILTER BALE, ANGLE FIRST STAKE CONSTRUCTION ENTRANCE AND STAGING AREA WILL BE EXISTING DRIVEWAY AREA. TRAFFIC C.I. GRATE: CLOTH 6" INTO GROUND TOWARD PREVIOUSLY LAID BEARING BALE REMOVE TOPSOIL OVER PROPOSED HOUSE ADDITIONS, SANITARY SYSTEM, SLAB PRECAST 4 DRAINAGE RINGS. STOCKPILE AND RE-SPREAD OVER COMPLETED SYST,EMS. CONCRETE CHIMNEY - 6"� FLOW DRAINAGE , f;,` EXCAVATION/FILL W PIPE SLOPE EXCAVATION FOR SANITARY t DRYWELLS = 100 CY U I z � - w i EXCAVATION FOR NEW BASEMENT = 330 CY TYPICAL O BACKFILL OF GARAGE ( PORCHES = 150 CY DRAINAGE > I o° CROSS SECTION FACE VIEW REGRADING AT AROUND SCREEN PORCH, PATIO t GARAGE = 15 CY RING "' > i °"T 3 HAY BALE t SILT FENCE DETAILS I I RAMP �" I I I I 8'-0"V' ID 2' CLEAN SAND Ik WALK LOT 102 DWELLING ~� L----- GRAVEL-FILL_ I oo PG W/PUBLIC WATER o � � rn � •= � EXISTING W I I � '� � g�°3,�'OQ„ E N�� �°°�, `` FRAME GARAGE TYPICAL SECTION DRAINAGE RING Q) , MON. I I r '-; ; N (� \`\ i I C AlN INIC° l l 119.36' as t+ + 1 `• 1 I / fNC i//// , 28.4' 6'FEN 1 O �i o,+ —24"x ��P o I ' I I I ' I f� .. .... /.... �FFF/�2 ASEMENT / I / 1.1'S CF 293. 15 i ' x-13" �y � / TIDAL WETLAND/BOUNDARY' I /' `'/ N. SFI N MO ON PREVIO S / 'a r bo w 0 �� S Y BY J. INGEG / I > r REMOVE I DWELLINGS -25"x ��A �� rQ AS DELINIEATED BY 1. i I / 05 /' -OCT. 19, 1994 0 r---- ` w U.P. � oP� EN-CONSULTANTS / _ f /p �1 EXISTING i 0A I C!1 os-oz-ls / �I g \I t- _ _ _ I ,' _ � 1A SHED I I `�\ z /pUBUC WA1ER EXISTING It - f 1 �J 1 I ,_ _ REMOTE _ i -P cn TEST HOLE DATA °� ,% / ► �e 3 WOOD- �-= _ , cn / � I � � ter' DECK .REMOVE EXISTIN \�.\ „ 'a y� O� / lobo SfE STONE 50 -O I B �•' �, �-,3 AC Units DRIVEWAY o, EL 20.1 �b �� ,ti se,/ �fj/�'i° i �� n\l �X (3:x9.')_- �� -,front Yar,y-- kTl ' DARK BROWN ems �5 / �' / /Q i ds���-� / / 7 �I REMOVE EXISTING -_ O 100, SANDY LOAM d O/ a I S \ ' STONE DRIVEWA`K �' , �a BROWN LOAMY SAND �>�+h��/ `\ G 6 'I ' S�Q� 6' / T D i %! I DRAWING TITLE: IL STOCKPILE '��Re"i�el rnat ,°b / �� / �,���.: ii�0 <<�, "+ r. Control C ► m'. / 1 ace Cur S LAN PALE BROWN _ -' / � ti .� .� . : Panel- ' \ �(`^_- � � / � ISITE P e, `-' I r' \ Along N isau TO FINE COARSE i f�1 / p °,� Q-1 .''�\o %�° O�y -� , �,.. r/. . , o / \� (Point R d F ' -' �� �. / .;. .Q,yo' .per; "� , , ; �p Blower '•. ) N / / � : 1.3'� D SAND f—f^ / �°� , / x , , , 1 e'7O , /e„ .... y I/A OWTS.. Q xY\• i�0cro�'� 8• i r''--TRE�1TtlEAI V ^�\ a0 �jN i I / ^ ` � i�:�.,:: CAO�'��' . %r TANK m i b 000 r) \ , L Q •• Qi -� --- , 1 / r .'' '� ', it �' x�; x \ � '• � REMOVE EXISTING NO WATER DIVEWAY STONE R JOB: IIZ' ENCOUNTERED � __ / - r �; '.,,r ,moo•, ':. � �- G Let / �� l :\ax '0�oa��J GRAY U \�o �P G RESIDENCE Stone ' / LOT 101 /r/ ��c'��Gel(j u.P. ,Stone` -f toop 350 ABORN LANE/ \ae� 4 9T/oP� Stoop . °w �,� \\ Abandon / / F� 8510 NASSAU POINT RO PROPOSED SANITARY SYSTEM `5 \ , �0, �•, �. . /6, � � Existin CUTCHOGUE. NY be ank TOWN OF SOUTHOLD NEW I/A OWTS PER SCDHS STANDARDS DWELLING PN.� Pam. ` �� ea'chIng .,Eh\l9' \ 1 �,- Q I , / ,� / SCTM>r 1000-118-05-05 FOR 1 BEDROOM HOUSE 1 / P90 i OF) w , PROPERTY OWNER: W/PUBLIC WATER a 1 / NEW "FUJI-CLEAN" CEN-10 TREATMENT TANK PROVIDING > Outdo HEATH GRAY MOLLY R H O D E S Show r of \ 900 GIRD HYDRAULIC FLOW (110 GPD REQUIRED) \ / h /1y � NEW ASPHALT ® /- SITUATE: CUTCHOGUE (NASSAU POINT) ARCHITECT: NEW 415 S.F. SIDEWALL AREA OF LEACHING POOLS I ( 2 i/ „t; � / \\\ DRIVEWAY Existing \ / TOWN OF SOUTHOLD (2 POOLS, 8' 0 x T-6"' DEEP) / tob j00 Gal}............... Test Hole SUFFOLK COUNTY, NEW YORK i \ / P�' ne ,Tank ; lb\'� i FREDERICK R. WEBER MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. ��' / , ,' ( ied): I -•'' ^'�: -� ` ��;, 41 EAST MAPLE ROAD �, SURVEY INFORMATION: NOTE: / \ /�% i i / 6' �,D� \oG c°� c KENNE:TH WOYCHUK GREENLAWN. NY `11140 I/A OWTS TANK GREATER THAN 15' FROM SURFACE WATER \ nerator .1-1=1 +19.0' / 19 p'� ` AQUEBOGUE, NY LEACHING POOLS GREATER THAN 100'. FROM SURFACE WATER � � j i DE) / / , 1 �z CONCR TE ���„ �,�Q��OP �0 SURVEYED: AUGUST 14. 2018 52 NOYAC PATH X , 3 WASH-OUT ` P WATER MILL, NY 11914 I/A OWTS TANK t LEACH GREATER THAN 10' FROM STRUCTURE \ / / AR \ { �eA��� VACANT LAST REVISED: SEPTE:M15ER 4, 2018 LOT 99 El +I9.2 / �n s EA'� Existing \` 0e +0.0' = ELEVATIONS REFERENCED TO NAVO of 1988 FIN. FL. ^ I` �\ / - NEW T �rl o�. T ,' SCTM� 1000-ITS-05-05 TEL 431 154-5555 / c Water ap fweberarchitect�yahoo.com EL +21.0' I MIN. I MAX. / t�/ -------- CONCRETE TRAFFIC ,�� \� / / , ��'\�\ LOT AREA: 46,422 S.F. SEAL: CHIMNEY DEPTH RISER TO BEARING �. SYSTEM GRADE GRADE / GRADE SLAB WETLANDS AREA: 2161 S.F. (±) CONTROLLER/ EL +19.0' El +19.0 ,col v ► �P ALARM 4110 APPROVED z� BUILDABLE LAND: 44,255 S.F. (±) PIPE, 114" PER FT. 18" MANH ZONING: R40 O E 1 " MAN OLE 24" MAN OLE 4"0 APPROVED CONCRETE /((' 1 n i11 -_------- MIN, PITCH 1 -4" 6„ PIPE, 1/8" PER FT. COVER New 1 INV RT PROVIDE MIN. PITCH F ram YARDS: (PRINCIPAL SETBACKS) r �� c°c` I /. at HOUSE CLEAN OUT IRVE L IRT INVERT- i I Existing \ae��� DRAWING SCHEDULE SIDE FRON((ONE)- 15' `'`'` EL +11.5 9 HOUSE © INVERT I Utlllt �o \:, El +16.25' O Pole EL +16.5' I I � DESCRIPTION SIDE (BOTH): 35 �:;..,„,.: ,., ..•.4 -. I I �� �e \�� `REAR: 50 MAR 8 2021 04 -II I/ ® ® 4'-II I/2" � in I Cj 0e AI SITE PLAN LOT COVERAGE (ALLOWED): 20% (MAX,) ° I NEW i A2 FOUNDATION PLAN HOUSE: 2185 SF DEC 28, 2020 I LEACHING I GARAGE: 168 SF I/A, Non- POOLS I t 2 I 6� • , • •J- r I A3 IST FLOOR PLAN Disturb NOV 2. 2020 FRONT PORCH: 126 SF OCT 2. 2020 --- A--=-----=---=-4:----:-- -= I (5 0 0 S.F.) I ° A4 2ND FLOOR PLAN REAR PORCH: 299 SF BED OF AUG. 11, 2020 I "FUJI-CLEAN" CEN-10 (COL AR O I a5°PP\�S� A5 ELEVATIONS (EAST/WEST) SCREEN PORCH: 481 SF REV.: AUG. 4. 2020 TREATMENT TANK I I I 0P � En I A6 ELEVATIONS (NORTH/SOUTH), WALL SECTION TOTAL: 4465 SF DATE: JULY 21, 2020 I I 9'-11" 8'-0" I 8'-O" i Al SECTIONS LOT COVERAGE (PROPOSED): 10.1% SCALE: In 20' A8 FINISH SCHEDULE/ TRIM YARDS: (ACCESSORY SETBACKS) JOB NO. 401901 NORTH A9 CODE DETAILS (LOT SIZE: 40,000 TO 59,999 SF) SIDE t REAR: 15' I 3' (MIN.) TO HIGH I SITE F L A N \ FRONT WATERFRONT): 50' DRAWING NO. ----- SEASONAL GROUNDWATER -----J O SI 2ND FRAMING (IST FLOOR) 52 ROOF FRAMING (2ND FLOOR) _ El ELECTRICAL IST FLOOR PLAN 8 EXISTING CONTOUR E2 ELECTRICAL 2ND FLOOR PLAN 8 .....'""'• OLD CONTOUR Al E3 ELECTRICAL BASEMENT PLAN 8 NEW CONTOUR OF A9 3P 4 D 12 S.C.T.M.# DISTRICT: 1 Oa SECTION: 118 BLOCK: 5 LOT: 5 EXISTING CONVEYANCE AS INDICATED ON TAX MAP � v r / / 3 i �OA7• (r6k d2-, DWELLING t! ::::::::/►i W/PUBLIC WATER .:.:.:.:.:.:.:. ?24pG° w000 �� BUFFER EASEMENT 150' ::: : fY Wq AS SHOWN ON NL SURVY BY J. IPREVIOU. S. LOT p 102 . .:.:... ..................................... ... . NGEGNO'.... N ... . ...::::: : 994 LIA ' N ►� �.............F.:.R2.M...SO DEPTHS � C O ........: O .GGARA...:E ....... :: : : : yOO :..'...:...:..::.:.:::..::.RECORDED AT':••'-'-'-•:•:':•:•:•:•:•:•:•:•:•:•:•:'::. ... ......: ............:..... S 86o33 00n E:: : '::: ' .......... :::: '' :: :::: MON. 293.1S 119.36' ..::::::::::: 8.4'' :: :::::+ : :: . ::::::::::: :: :: ::::::::: � 6, FE ,� I D� • V ry MON. o% b 1 i ry w s '::::':'.:':.'.... o•; TIDAL WETLAND BOON °0 2.6's >d- :::::::::::: �i �t6::::::::�t ; AS DELINEATED 8Y Iz3. B• w U P �' DWELLINGS k T..... + EN-CONSULTANTS o : :':SHED O/L W/PUBLIC WATER .�y ........�Lo'.:::'::':::�t6•:'.i.'.'.:...: / 9-02-19 p "> �, 12. '... cn T n 150' PORTION OF LAGOON �.....'...'.'. ...........::. �, 12.2 .. TO BE CONVEYED ::::::::::':':::::::'::::':::':::::':: + M+� 2872 S . Feet ..........'.'...........'..'.'.'.'.:,� r WOOD w q ::::....'......'.......'.'.'.':: 0.07 Acres `moo, �;�s�::::::::::::::::::::::::::::::::l::t �. � +�y000 �g;- �. DECK / w �d ,fib �• + s0. ro r' .0 0 1 A J O ro O OJ (0 M ^ p1, O� io �0 N gyp. 4- �h100, U.P. / O LOT 101 / o •0' CO / ELEV. 19.7 DWELLING / LOAM IN/PUBLIC WATER o / DR BROWN 0.5' 20, R`O �� SANDY LOAM / BROWN .0,�, / LOAMY SAND 58 0� PALE / BROWN COARSE / O VACANT SAND LOT 99 SO W.M. / 150 NO WATER W / 17' .V FROM PREVIOUS SURVEY / BY J. INGEGNO LS DATED MAY 22, 1992 / THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL / LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS JQ' `OQ / AREA. 46,422.08 SQ.FT. Or 1 .07 ACRES ELEVA7701V DATUM: NAVD88 p Qc� / UNAUTHORIZED ALTERA7701V OR ADDITION TO THIS SURVEY IS A WOLA71ON OF SEC7101V 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY S�DC 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 INST1TU770N / LISTED HEREON, AND 10 THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFlC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES AD017IONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS CD j AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE AME OF SURVEY G / SURVEY OF: LOT 101 CERTIFIED TO: HEATH CHRISTOPHER GRAY; 9N / AMENDED MAP A OF NASSAU POINT �P MAP OF: MOLLY MARIE RHODES; BANK OF AMERICA, N.A.; OWNED BY NASSAU POINT CLUB PROPERTIES INC. FILED: JUNE 28, 1922 No.156 FIDELITY NATIONAL TITLE INSURANCE SITUATED AT: NASSAU POINT SERVICES, LLC; FOUNDATION LOCATED 08-17-21 Town OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC LAGOON AREA 01-18-21 SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design ADD TOPOGRAPHY 02-04-20 , P.O. Box 153 Aquebogue, New York 11931 FILE ' PHONE (631)298-1588 FAX (831) 298-1588 REVISED 09-04-18 18-114 SCALE: 1 =20 DATE: AUG. 14, 2018 N.Y.S. LISC. NO. 05OW2 maintaining the records of Robert J. Hennessy & Kenneth Y. Ooychuk AUG 16 2023 RUIT,T)TNG DEFT. T041'O S.C.T.M.# DISTRICT: 1000 SECTION: 118 BLOCK: 5 LOT: 5 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE EXISTING CONVEYANCE / — _ Date 6/23/2023 H.S. Ref. N o. R-20-1332 AS INDICATED ON TAX MAP o \-14/ z The sewage disposal and water supply facilities at this location have been inspected and/or certified by this Department or other agencies and found to be satisfactory FOR A MAXIPAUM OF 8 BEDROOMS. / ROgT DWELLING CRAIG KNEPL'ER, RE., CHIEF 0 �. ...: N W/PUBLIC WATER Office of V'Jastewater Management.•.:•::.•.•..?2¢p�� —�` who BUFFER EASEMENT 150 .:::::: :::::: AS SHOWN ON PREVIOUS LOT 102 SURVEY BY J. INGEGNO ..• ....... .... ... .............:::::::::::' OCT. 19. 1994 /r�........:SOUNDING DEPTHS:•:::•::::::•......... +�� .� FIRM. GARAGE ELEV 0.0=•::- :*-'-*-:•::•::•:•:::•::=�h :............... S 86°33'00 E.. ON. �: : 293.15 ::::::: ::.: . :..:•:•:: ::::......:. ::... ��::: �pl /. 1 \ \C/IAIIVUNI FENCE 119.36' 28.4' 2.4'N I ;� �..:::::.•:.. ♦:: ':6#'•:...:•: :..•::::•::•::�•::•::off:' • +:.: +� .........::o;. TIDAL WETLAND BOUNDARY I\ fy : . �63::::::�! F i AS DELINEATED BY \ �Z3 O6, U.P. I DWELLINGS os..::::.::.. +:::::!�+�.:.: ...:%a.::.� EN-CONSULTANTS � o W/PUBLIC WATER 09-02-19 PORTION OF LAGOON ::::: / � I \ \ I o V 1 150 TO BE CONVEYED + o 2872 Sq. Feet v \ 0.07 Acres �rQ �::: ::::.............:.:� +�y $: D.w. C.B. 6 �� \ :% �b ;; + wooD STEPSloll � o I 10E011 ...:' %K SEPTIC LOCATION ...:... ......:..•... .• .. : .j CONTROL PANEL A I B 2 STY FRAME:::::::::::;':::;:::::.9- C.O. 15' 19' tv :.DWELLING: UA S.T. C.O. S.T. 18' 23' /' �-::: :::::: �A• O S.T. 20' 25' 1V ��o�o� D.P. LP S.T. 22 27 / o �,•:• .:::;: :::::.::..::..::.::.� A D.P. 28.5 34' �0 / o �o�� �•. _. : 3 LP 1 36' 47' ,L61 �- COVERED\ ::: LP2 40' 41' / SLATE' PATIO ;::': :: ;:g 1 s;::;::::;::::•:::_••:•:'•:• U.P. looll Qv LOT 101 / PAVER :.:;: • . ,:.�6STO pF� PATIO / ELEV. 19.7 DWELLING GARAGE / W/PUBLIC WATER ' _ LOAM 0.5' : ti C.B. / 150 , SyO� :::`�23:;.:- �O D.. DR BROWNW. / SANDY LOAM 1p .0 (0, lolly� BROWN LOAMY SAND F�•. 5' PALE N ® PA / 'N BROWN p.W. �• 1 COARSE Q� oo, VACANT SAND ASPHALT LOT 99 DRIVEWAY SO Q�P�� / �1 150' NO WATER W.M. Y Sj •� p5 W. / 17' FROM PREVIOUS SURVEY �q� ® BY J. INGEGNO LS C.B. DATED MAY 22, 1992 / / THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. UP. Epp / AREA: 46,422.08 SQ.FT. or 1 .07 ACRES ELEVATION DATUM: NAVD88 . O Qc1' / UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA7701V OF SEC7701V 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY S(��c MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN / ONLY TO 774E PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS71TU77ON / USTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INS717U710N, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO THE S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC770N OF FENCES, ADD1770NAL S7RUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS / AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY / SURVEY oF. LOT 101 of "Fw CERTIFIED To: HEATH CHRISTOPHER GRAY, Q�� / AMENDED MAP A OF NASSAU POINT c� �,, GP MAP OF: o MOLLY MARIE RHODES; BANK OF AMERICA, N.A.; p5 J�o /'• OWNED BY NASSAU POINT CLUB PROPERTIES INC. REVISED WATER LINE 05-23-23 FILED:JUNE 28, 1922 No.156 - r2 '" ,t . . FIDELITY NATIONAL TITLE INSURANCE SITUATED AT: NASSAU POINT ,; SERVICES, LLC; FINAL SURVEY 02-06-23 _ - o 0 Z' ,�► � ' FOUNDATION LOCATED 08-17-21 TOWN oF. SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC LAGOON AREA 01-18-21 SUFFOLK COUNTY, NEW YORK -20 050882 J2� Professional Land Surveying and Design ADD TOPOGRAPHY 02-04-20 '�'�?/,y P.O. Boa 153 Aquebogue, New York 11931 ' j PHONE (631)298-1588 FAX (631) 298-1588 REVISED 09-04-18 FILE 18-1 14 SCALE: 1 =20 DATE: AUG. 14, 2018 N.YS USC. No. 050882 maintaining the reoords of Robert J. Hennessy a Kenneth a. lloyehuk OR/� FILTER CLOTH AGAINST D WOVEN WIRE FENCE W/ - 2"x2"x36" STAKES, 12' OC DRIVEN IL" MIN. INTO GRADE, EMBED FILTER CLOTH 6" INTO GROUND FREDERICK ROBERT SITEDRAINAGE: ASPHALT TRAFFIC WEBER Top coat BEARING STORM WATER POLLUTION PREVENTION Base GRATE DR# AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) _ CONSTRUCTION PHASING: FLOW Z `r - PIPE TRENCH N v � ao DRAIN TO I- INSTALL HAY BALE/SILT FENCE, A, B. C. D HOUSE, GARAGE, 4466 sf x .16G' Ram = 142 cf (4) 8' Dia. x 5' Deep w/ 845 eP _ � DRAINAGE RING PORCH t PATIO Traffic Bearing Top SLOPE 2- DEMOLISH EXISTING HOUSE. ARCHITECT =9 ? STONE .4 3- CONSTRUCT NEW FOUNDATION FOR NEW FRAMED DWELLING. E. F DRIVEWAY 4004 sf x .I66' Ram = 665 cf (2) 8' Dia. x 8' Deep w/ LIL of BLEND Traffic Bearing Top 4- INSTALL DRAINAGE STRUCTURES AND NEW SANITARY SYSTEM 5- FRAME NEW RESIDENCE AND INSTALL ROOFING AND SIDING. CROSS SECTION CROSS SECTION 6- PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURES. SILT FENCE DETAIL TRENCH DRAIN is DRIVEWAY House, Garage and Porch Roofs to have Gutters t Leaders INSPECT HAY EALE/ SILT FENCE WEEKLY Connected to Underground Drainage Structures ( yp.) BUILDABLE SITE AREA: 46,422 SF. LAND DISTURBANCE: ITSOO SF 8'0 Ring: 42.25 cf/Ft of Height BOUND HAY BALE EXISTING CONDITIONS: SITE 15 MOSTLY CLEARED IN AREA OF CONSTRUCTION E FILTER CLOTH AGAINST PLACED ON CONTOUR DRIVEWAY. SITE PITCHES TOWARD WATER. CLEAN FILL WILL BE BROUGHT IN FOR WOVEN WIRE FENCE W/ W/ 2"X2" STAKES (1.5'-2' SANITARY SYSTEM AS REQUIRED, BUT EXPECT EXCESS FILL FROM BASEMENT 2"x2"x36" STAKES, 12' OC IN GROUND) DRIVE STAKES AREAS AND DRiINAGE STRUCTURE WILL BE REMOVED. CONCRETE DRIVEN 16" MIN. INTO FLUSH W/ TOP OF HAY COVER OR GRADE, EMBED FILTER BALE, ANGLE FIRST STAKE CONSTRUCTION ENTRANCE AND STAGING AREA WILL BE EXISTING DRIVEWAY AREA. TRAFFIC C.I. GRATE CLOTH 6" INTO GROUND TOWARD PREVIOUSLY LAID BEARING BALE REMOVE TOPSOIL OVER PROPOSED HOUSE ADDITIONS, SANITARY SYSTEM, SLAB PRECAST ! DRAINAGE RINGS. STOCKPILE AND RE-SPREAD OVER COMPLETED SYSTEMS. CONCRETE CHIMNEY „ DRAINAGE - FLOW '� �; ��; EXCAVATIOV/FILL PIPE a SLOPE - Q z EXCAVATION FOS SANITARY t DRYWELLS = 100 CY 1 cn � � � '1 I I '�� I' �, TYPICAL O W 1 m' ti w :v EXCAVATION FOS NEW BASEMENT = 330 CY DRAINAGE i 1 BACKFILL OF GARAGE t PORCHES = ISO CY 1 in < i 3� CROSS SECTION FACE VIEW RING > �°AT RAMP HAY BALE SILT FENCE DETAILS REGRADING AT AROUND SCREEN PORCH, PATIO t GARAGE = 15 CY I I ^ L 8'_0 'Ow AI2' CL SAND t �7 I LOT 102 DWELLING I---I ———_— GRAVEL FILL— O W/PUBLIC WATER G v o M EXISTING TYPICAL SECTION ® DRAINAGE RING �P I I $ 033'00" E �'� " FRAME W [ 7� •� Morn. I � ; , o GARAGE \\ I gl / J i N N N ` -19"x C AIN IN n l 119.36' N tJa K a+•+ ,+ P� �• 1 l � / ,/ I 28.4' n •� (-1 O kry h -24"x �� o° J 1 I l I I / r--- — / �i °n SEMEN? / QI // 1.i'S v Cf J . 1 J ry ry i �� I I I ' S ON PREVIO S / a`l_/ co MON. x-13" / 1 TIDAL IIETLAND BWNDARY ( 1 r / _ / / Q SyRVEY B J. INGEG / I REMOVE cwi 2.6'S -25"x � � � AS DEIINIEATm BY I I Q I �0 /- � J f 1 z I r Rio r s5 6' �OC7. 19, U - w UP. EN-CONSULTANTS -L �� , 94 EXISTING 1 � DWELLINGS 09-02-19 'I�SHED i ` /PUBLIC WATER EXISTING —; �/ �a _ _ _ 12.2' , 1 -� I' = REMOVE D (� TEST HOLE Dy4Tr4 ' ;' //; / i I ; 1®I 3\\ — o -� - __ - _ ; �° (� U) � I� ct ► I ' '` �5 7i �` STONE EXISTIN ' '-Op ' C EL 20.1 i / I B u' :: :.�� AC Units ONE DRIVEWAY 50 0' �ti ¢ / Pt/ / / \� :r;' �:::':.. ---LI) �� '�—� Front Y DARK BROWN a / o S o S� �� i r +::';::;':: RE (Pnm>�ry ' m ., �6 "� / i ��' / /Q S t3 /�/ / I :.. ::`::`.:::::`:::: : : :::::�; ::'::. ;:;;.. MOVE EXl TI G 10 SANDY LOAM rk I / i "6 c' / /O r x :'::'::'::'::':_::'.:'::1.......:. .4.......... STONE DRIVEWA i \ BROWN LOAMY SAND P // / �10: ' ti /. ::..... I. o.,,. 6 / �t d 0Q \G�' (��j/G ." .,f ''.::: t:3:?: PROFO D t . �Q / Z � TOP $LD 1 I ::'':::: i IL i DRAWING TITLE: cK dJ �� dA �� i :::,/ �� ':..::. e::... :::'::':':: i:':':::.... ......... _ ............ `� F. i ST09KPILE p6 /� �// .�v /i : ,y�� l' " � ` ' �O 5 :• „ P „g ,i.::::::: x \ / I _ lternat ..... . '....,............. .../. .. ::�: '`:� .: :` Cont. � Replace � . : :' ::: ';:::::: .� p Cur SITE PLAN o� / 4/ :.G.: : '_:.::':;:'::'::::. i rn J \ Alon N ssau : ::::::;::::� :':;;;:: panel `_. �, PALE BROWN � 0 .. ti S � �. F i: ..,. ...... " .. .....:.�,�.:::.. O � --- ► : I 9 � TO FINE COARSE -� �� of •� Q ;F : (��?:: t.. : :......:;'::::. .. .......:: \� Pant R d SAND !- / w,Z, i / / /:.:�xti�::.. Q . J.:::;;::'::';:: .:.::;:;::.:.:'r''::.. :::::::::.....::::::::::::::'.: / Blower I N 1 / --_ .:::. © `` `°� .................... �. TREA`f TMEf�fi I / ,.. / . .. ::: ;: ::..:�C TANK \ o LgVR"EijoVo0 \ / :/ / ............ f.. 4 EXJSfNG 0* o:'::.:: = STONE D fV - \' r0 NO WATER A i �' _ : t:::::':'::.: ' ?. EWAY \ Il ENCOUNTERED a,. e�P�°G \o� JOB: a : 0 GRAY - _ _� :.� / ::::::.: ,::., ,/ r::::::.. /:::::;'::':.-.:. tee.• / •�'' O 0 P � .....: : / �' / �/ kc JS�cplg��O C' U.P. 1� \ „0. l I ,...: : _ , :: :;;;. Ston SOT 101 �� a0��+r`.a�aQ05 RESIDENCE Fix ... _ ..;::=: '(d 350 ABORN LANE/ e-t / A9 ao � ne >,:q.:..:.. . < Abandon F� 8510 NASSAU POINT RD ............ PROPOSED SANITARY SYSTEM `g\a \ , I ( � � stoop �. Existin / CUTCHOGUE, NY g PROPERTY OWNER: P Septic ank NEW i/A OWTS PER SCDHS STANDARDS DWEWNG / N s4::: .``::::` ::, ;' ) eaching -EN 19' / / \ I l, Q ► r W\ P �o I ,A T H GRAY it MOLL TOWN OF SOUTHOLD 9 r ®�l SCTMS 1000-118-05-05 FOR l BEDROOM HOUSE / _ / Y R H O D E S " W/PUBLIC WATER gyp, ;:':.;�._':::::. ::`:::;:;:" I NEW FUJI-CLEAN CEN-10 TREATMENT TANK PROVIDING �` ;' Outdo "' \ SrUATE: CUTCHOGUE (NASSAU POINT) 900 GPO HYDRAULIC FLOW (110 GPO REQUIRED) -- �� \ Show ,col \ 1 / AWN OF SOUTHOLD r► \ a /NEW ASPHALT ® �t NEW 415 S.F. SIDEWALL AREA OF LEACHING POOLS I t 2 �/ „� I -' `y DRIVEWAY Existing // ��. SFFOLK COUNTY, NEW YORK ARCHITECT: (2 POOLS, 8' 1 x T-6- DEEP) i�\ �� i • - '-•.. / \ Test Hole \a 1RVEY INFORMATION: MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. - �' _=' i ,1/"A- 110 ` �/ / �\ �'� KENNETH WOYCHUK FREDERICK R. WEBER .� ' I _.._. r I p/) \ ^ A�UEBOGUE, NY 41 EAST MAPLE ROAD NOTE: OWTS TANK GREATER THAN l5' FROM SURFACE WATER ./ \\ // j' +19.0' .+ ��'� \g e � �c ,t SRVEYED: AUGUST 14, 2018 GREENLAWN. NY 11140 LEACHING POOLS GREATER THAN 100' FROM SURFACE WATER �� ye, / i ®EJ r s /colvcR TE oe� \a�� O� LIST REVISED: SEPTEMBER 4, 2018 52 NOYAC PATH i 11J. ^ 'y +I.O - ELEVATIONS REFERENCED TO NAVD of 1988 WATER MILL. NY 1191L VA OWTS TANK t LEACH GREATER THAN 10' FROM STRUCTURE \ ` _,� , WASH-o T P VACANT _ /p, \AREA LOT 99 �-�� El +19.Z / �n so Existing ` �e CTM# 1000-118-05-05 FIN. FL °., ,� i\� NEW ASPHA T / r Water Tap' TEL 431154-5555 ,. \ ,tip' DRIVEWAY ,. � r s'' ,' OT AREA: •44A22 S.F. fweberarchitectsyahoo.com EL +21.0' I MIN. t 2 MAX. \ vt / rr \� IETLANDS AREA: 2161 S.F. l+) ----- CONCRETE TRAFFIC ,� / p SYSTEM CHIMNEY DEPTH GRADE RISER TO BEARING GRADE i \ / ���� BUILDABLE LAND: '44,255 S.F. (±) SEAL: CONTROLLER/ EL +19.0 GRADE EI +19.0 0l / r P \ z r TONING: R40 ALARM 4"0 APPROVED / r PIPE, 1/4" PER FT. 18' MANHD E I " MAN OLE 24' MAN OLE 4"0 APPROVED CONCRETE / r •''•: ,, CARDS: (PRINCIPAL SETBACKS) --------- MIN. PITCH —1 PIPE, I/8" PER FT. COVER PROPOSED �„ New r FRONT (Primary): 50' I'-6" MIN. PITCH - Meter I FRONT (Secondary): 35' INV RT PROVIDE N I GENERATOR ': �� Frame r tdr SIDE (ONE): 15' at HOUSE CLEAN OUT I \/ RT I 1000`\C�'al. Existing \ae DRAWING SCHEDULE SIDE (BOTH): 35' FEB 14. 2022 L 11.0' ELVER 5 \ Utrlitg \o REAR: 50' JUNE 22 2021 EL +I1.5 til HOUSE ® � I INVERT I Propai�e 1'•ank � , � � JULY 18. 2021 I El +16.25' O I (Buried):\ `\ ...pole ®'4 -II I/ m ® �{ -Il I/2 1 i I \ e� \�t\ DESCRIPTION LOT COVERAGE (ALLOWED): 20% (MAX.) APR S. 2021 Er, 1 �j 0 Al SITE PLAN MAR 8. 2021 ® i NEW I A2 FOUNDATION PLAN HOUSE: 2894 SF DEC 28. 2020 LEACHING I y� GARAGE: 119 SF I/A, Non- POOLS 1 t 2 1 6 A3 IST FLOOR PLAN FRONT PORCH: III SF Disturb NOV 2. 2020 REAR/ SCREEN PORCH: 188 SF OCT 2. 2020 ': '•: -:.. : �• .. ;. :. ...•' -•.•-: .... I (500 S.F.) i A4 2ND FLOOR PLAN AUG. Il, 2020 BED "FUJI-CLEAN" CEN-10 1COL AR O i oS�PP\�y� TOTAL: TREATMENT TANK 1 1 �P� �� A5 ELEVATIONS (EAST/WEST) 15-15 SF REV.: AUG. 4. 2020 1 in I AL ELEVATIONS (NORTH/SOUTH). WALL SECTION LOT COVERAGE (PROPOSED): 10.3% DATE: JULY 21. 2020 1 Al SECTIONS YARDS: (ACCESSORY SETBACKS) „ (LOT SIZE: 40,000 TO 59,999 SF) SCALE: 11 - 20 1 1 AB FINISH SCHEDULE/ TRIM SIDE t REAR SETBACK: 15' JOB NO: 401901 NORTH A9 CODE DETAILS FRONT (Waterfront/Primary): 50' SITE FRONT (Waterfront/Secondary): 35' i 3' (MIND TO HIGH I ' MAXIMUM HEIGHT: 22' DRAWING NO. __--- SEASONAL GROUNDWATER -_-__ I�� - 2 O�-O SI 2ND FRAMING (IST FLOOR) 52 ROOF FRAMING (2ND FLOOR) MAXIMUM AREA: 1200 SF' (LOT SIZE: 20,000 TO 60,000 SF) El ELECTRICAL IST FLOOR PLAN E2 ELECTRICAL 2ND FLOOR PLAN 8 EXISTING CONTOUR D Ai- E3 ELECTRICAL BASEMENT PLAN 8 -•• OLD CONTOUR € ) MAY 1 2 202 in 8 NEW CONTOUR U) OF A9 BUILDING DEFT TOWN OF SOUTH(--LD I—�` FREDERICK ROBERT Al (2) Its Bars WEBER(Extend 18" iy I lBeyond Opng.) o I U4 Stirrups 9 12"oc ARCHITECT - = I 8" l'-8" 8" 9'-3" �- I (2) US Bars PORCHES cn (Extend 18" 8" P. Conc. Fdn. Wall w/ Beyond Opng.) (2) u5 Bars Top t Bot. t #4 Bars 32"oc (Vert.) on I - I ::I -----I 1 3" 4" 3" 20"x10" Cont. P. Conc. I I ► :I I I 2'-3" 1. 3'-0" „ 3,_0„ .3 3'-0" 1. 3'-O" Ftg. w/(3) #5 Bars, (Tgp.) CONCRETE HEADER (T P.) • Y I ---- + :f-----I I 45° ---------------------------- -------_ -------- --------------------- -------------------- - �' a, j Concrete Header 3'-O" 3'-O" ( 66 See Detail) Ln I_ I P.Conc. Piers i `--�` ' _ ' �-----0 O O -_-----_ 10" P. nc. Fan. Wal w/ for Slab Support _ - an � ---------�--- -, i -,- `° i 8'-6" _ o_ I - (2) Its B s Top t B . r—--- ' t #4 Bars 32"oc (Vert.) on 1 4 2,_4„ 4„ 10,-2" 4 20'-0" 14 10„ i = I 22"x10" Cont. P. Conc. Ftg. w/(3) #5 Bars, (Typ.) I ---------v ---- I I -------- (2) 2x6 Studs I = I ' I (Pressure Treated) 1 I Concrete Header o I (See Detail) u, _ 1 I L----_= 4" Shelf for Porch Slab (Typ.) ----y I Ln ' I I I UNEXCAVATED v = r---- r-`- -------�--- `r I I L-------- -------------- ------ oo I I O I I T I I Beam I t (Porches) �r I I iv -- I p p V I Conc. Pier Pocket ' W OD ►-n - -I- —'—'—' —r - - for Girder I j 4" P. Conc. Slab w/ I r---- tb�lOx O w/2x6 Top (DFap ---- ---------------- ==------ ° -- : ' : I --, T I I I -eam -- Bearrn Pt./ 6"x6" 10/10 WWF Rernf. a _ " - ------ I j _ I I Pocket Bearing fe from ` , J S ra Closed am ell (P sx6 Studs _ _ I ---, �. I 1 l,:_�:, P y I (Pressure Treated) I t I r I Column Above (Typ.): Insulation (RI3), Typ. I'-4" I 13'- R 9" 10' 12'-8" 8'-6" i 22'_4„ 13'-10" 16'-O" I 10' I 4 _4 g Retaining Reta n \ \ o f I 2" Closed!Cell I I �� �� � ao (L I I Spray F1 aJR1 -- I I II -1/8 TJI 360, 16 o.c. 6 '" �\ Insulation �iRl3), To. I I o I II l/8" TJI 360, 16' O.C. -T-i -- � I = I I � - I I I �: . r Ln \ \ �- I 1 II Iv I I u u l3 I I I\ ��- ----i - •-- I I o Y---Jo I I o o I rk --- ----------� v I oil I III i I N \ m I i al - cn I ( w I I l I I _ s a• : I III - I I Ln I I I I , I i o cv ! III ------------i O III I� I� I r O 4 I' ! I -- III I Areaw g r " I I �__, I- I - t r a I -hl I o I "� I ---"' I I Ln 4' P. Conc. Slab w/ "' . ! ' 1 I '° I-� !_3 I/2" Steel Pipe Col. on ' Vx6" 10/10 WWF Rernf. =� t 1 � I " " " P I eam M I I r---� I I t- I I F_ I I I 30 x30 xl5 P. Conc. Ftg. t r =� ----------- I I (Under 1 1�n )I I • L J I -J J w/ (3) #5 Bars Each Way press I �© O House Wall I I I M I do I I oo M Lis ---J indow I ' ' -lll_ , r I r I I r r I I L+, I t r------------------ D t I t 1 1 III - - -1" 3 1/2" teel Pie Col. on 4"x4"xl/4" Steel Col. on (2� II f 8"I LVL F.J. I ' S'-ll II/16" B ackets t I t I I III m Al I I „ „ Ill " P " " " : � ' 11 1/8" TJI 360, 10 o.c. _ --------___-�- ---I - I'-4" 8" 3 - 14 10' I 10'-8 ltl 30 x30 AS P. Conc. Ftg. 36 x36 xl6 P. Conc. Ftg. - `' t I I I I 111 w/ (3) 5 Bars Each Way (Typ:) w/ (3) 45 Bars Each Way : : � : --9 - � � t 1 :.• j' y - --� � ---I i LJ icy i r--rtr -, 7'-5 I/2r --- 5 12" I I I II -8 I 1 C-10" r--=-, r Ejj' II_ 6 j I' _ _ �'1' I 1 I .� I u, III I I x30 iu/2 T i Ft (11ro )III I W IOx30 w/2xb T E (Dro�OP 4"x4"xl/4" Steel Col. on t = III ° " \ \ o' DRAWING TITLE: C. o I t I I L 'l' J L____J �'I I P nl I ' L__I__J 3Vx30xld" P. Conc. Ftg. I BI I I I o B2 3c• --ill-- J ` •. �+-- `-----J w/ (3) u5 Bars Each Way 136" 'I � „ 1I1 M II �/8 JI 360, I6 o.G. . 111P. FOUNDATION r-^ _ ., y Ill See Detail) rn I I in ; Ill , III a (2) 11 1/8" LVL F. . w/ •t-r-, Ili I I _ __j I 11t s _ Future 111 0 0 ' ° I ' I- - = $ III !L t N r==---- ------------------ - 4-- I \ 1l1 = _�1/2 Bath -;111 I __I______ Wall Below on Haun a Slab Up (2) /8' LVL F.J. Ill I I a _ I I r III ( �� u III - - I O[ _ _ —_— it-•—•— --- — — — 1=111 —• —•—.—•—•— —. —.�-. iv o plf�t_ I —, ll._ Ili 'I ) I t I � 19 13 12 II IQ� 9 e , 6 51 9 3 2 .— \ '--I III I II &r I I I I I I I I _ II , \ Ill vv> _ Doll I T III I I t - °D ao r - h° / J -3b6 I I I I I I ml r - -1� iycn \� t+l t+lI ,- � ••OT-4 4'-I" Itt 14'-II" II i 18'-6" - 16" o.c. Li----� `* - _Ir- = _ -� I.__-- I I I I I 1= I H nd ml I � i i ' "' I '`r � 111 � B3 � .........................: N --, .—.—.—.—.—. --•-111 "' 1 I ' I L ------ - III 3L• ,}„ 5,_0„ 6„ III B4 (2) II 1/8" LVL F. . w/ I `r ,12 �11 -I/8�) LVL F.J. r—m---- /�/ 1 I j I j Ill 3 1/2" Steel e C It r ( Wall Below on Haun hed Slab L I--J L_;Futurt 30' JOB: I I o o t Ill 30 x30 xl5 P. nc. g. 11 3c" _ _ " - _Bath----____ I t I illq_S' w/ (3) 45 Bars Each ( ) III - - x I 3 1/2 Steel Pre Col. on ( i I -- GRAY I I --------- ---Bearr, 10 _I r— r---^, yP r -- , O " " " , , t lo' 3�T 4 -6 or RESIDENCE t -tit _ 30 x30 xl5 P. Conc. Ft . ' Pocket I ' 111 w/2x op R (Oro I 11 Note: Found. Walt:Reduced ( w/ (3) >k5 Bars Each Wayg o I � `��' �� I I .1.k. — .—.—.— —. — --- to 8" Width for Stair Width, f- _ ; I I I 1 14 Conc. Pier I i 350 ABORN LANE I I I U Itl (+4 Ledge = 12 : Wall) ,y 1 I o III I t1 P I III I � 1 for Girder x - ;,-'__________`�; l I (8510 NASSAU POINT RD) L _J B5 n cV I I 1 �1 - _ _ 15'-I o I CUTCHOGUE NY - III 30" 30' _ _ 15'-5" 2" Closed Cell I 10' Z'-�" '� sN II s Ha drail III - - -------- ---- --- ---------Lt � I _I ra Foam I ___ _ ---- °� 1 cn o P y I o TOWN OF SOUTHOLD - v = 4 _ - r) • Insulation (RI3), T I —•—•—•— I x yP SCTMu 1000-118-05-05 I I I I I 'L�t� MECHANI AL ;' I' ---I— - 5 = tls7t� I II 1/8" TJ1 360, IL' o.c. o 1 II 1/8" TJI 3LO, 16" o.c. ' o I I I 1 3 0 Amps 111 II --------- I - I I 4 Shelf for Porch Slab (T ) I ARCHITECT: t I I EI ctrrcal III --- - � lit ,O W(ter ect> ` yA ! „ 4,_ „ 1O, I 1 10' t 4'-8" lit 6 -9' �i W -� - - 8" 1 Il' -4" 4i 10' I 13 10 Beam 1 5 I I 1-1 er �in 11 10 e I WINE CELLAR in 3" 'Lok-Floor', 3500 psi I 1 oc et I I t 5TORAGE r 1___ _____ __ I FREDERICK R. WEBER q I " Concrete, 18 Gage Galy, I Sewage I _ I- I 41 EAST MAPLE ROAD I I 1 n I 4" P. Conc. Slab w/ Decking, L Thick Concrete I I (Unfinished) I = I I I 6 x6 10/10 WWF Rernf: e/ s3 Rebar s I'-0' oc I I EJec or- I o I o ' GREENLAWN NY 11140 o I I I ao O ��� t ropan - � II I ' � I � I L__________J ' r---- r--------J ' o I ---, IWater = Fired ii I L----------------:-- E:achUlay---------� I I = 1 00 - 52 NOYAC PATH I cd t - IService Baler I I Sanitary I O I O I I UNEXCAVATED t I L_ --_--____— II ---^ --------_ —J t , I I = WATER MILL" NY 1191L ' (Garage) I O :..: O `-----------------� i+l j 5" P. Conc. Slab w/ �----------� t ---- T �-------- � - I TEL L31154-5555 1 I I VxV 10/10 WWF Rernf. 1 L____ _______ _________ _____----_� i I I I L________________ _______________J fweberarchltectsyahOO.cOm °D 1 ► j I 10' P. Conc. Fdn. Wall w/ I L-------I I 3'-8" I I I I t (2) #5 Bars Top t Bot. L__J __ SEAL: 1 I I I I t U4 Bars 32"oc (Vert.) on 22"xl0" Cont. P. Conc. 6'-0" 8" 4 -8" 8" 6'-O" B 1 I I I Ftg. w/(3) ix5 Bars, (Typ.) I I I Al A (DOOR u) JAN 12. 2022 I I i 1 A DEC 11, 2021 SEPT 21, 2021 AUG 31. 2021 1 I i JULY 18. 2021 JULY 9. 2021 A I I I FOUNDATION PLAN ��� JUNE822O21 NOTES: ti MAY S. 2021 L11L APR 5. 2021 I/�{,� _ I _� 2021 --- --------------------------------------- --- i I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER FEB 25. _! i % PARALLEL PARTITIONS AND AROUND ALL OPENINGS.OD REV.: JAN 19. 2021 L_______________________________ _____________________J 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS_ DATE: DEC 28. 2020 GARAGE SCALE: 1/4' = 1'-0' 8" P. Conc. Fdn. Wall w/ 3- ALL FOOTINGS TO BE A MINIMUM OF 3'-D" BELOW GRADE (2) tt5 Bars Top t Bot. JOB NO: w201901 t U4 Bars 32"oc (Vert.) on 4- ALL STEEL GIRDERS BEARING ON P•CONC. 20"x10" Cont. P. Conc. FOUNDATION WALL TO HAVE 'f"xV'xl/2" B.PL. 26'-O" Ftg. w/(3) u5 Bars, (Typ.) (UNLESS OTHERWISE NOTED) DRAWING NO. 5- ALL COLUMNS TO HAVE CAO"xl/2" B.PL. (UNLESS OTHERWISE NOTED) 6- GARAGE SLAB TO HAVE 6"xC 10/10 WWF REINF. PROVIDE 1/2" EXPANSION JOINT AT SLAB PERIMETER. A2 Z- STEEL SHALL BE ASTM A992 (EXCEPT PIPE COL WHICH SHALL CONFORM TO ASTM A53 ROUND PIPE). STEEL WORK SHALL CONFORM TO THE LATEST RISC SPEC. OF A9 A SQUARE FOOTAGE: FREDERICK ROBERT Al IST 2NDFLOOR FLOORLLI/VI G: q44 SFING 2894 WEBER 3'-10" " 12'-0" „ 6'-6" 15'-O" 16'-O" TOTAL: 4838 SF GARAGE/STORAGE: 119 SF ARCHITECT FRONT PORCH: 114 SF FUTURE OPEN PORCH q'-O" 9'-0" REAR PORCH: 188 SF SCREEN PORCH 6x6 Pressure Treated 6x6 Pressure Treated Post, Encase in IxIO Post, Encase in Ix8 "Versatex" Trim w/ Base, 2x4 Mahog t (Over a age) Unfinished "Versatex' Trim, Bolt to (t Cap, Bolt to Found. _—_ Top E Bott Found. Wall, Strap to Hdr. Wall, Strap to Heir. (Typ.) Rail w/ Versatex " " _ Balusters. 4"Spacing B m Found. Wall , i�I Al _ ------ ------------------ -- ----------- - -- ---- ------- ------------- --- -- --------------------- Frame Wall /� , - -- -- - ----- - ------------=-- ----- ------------ ----------- -------------------- ---------------- ' R.O. R.O. R.O. / ,/ / ` �♦ �i ' I I I O Z _ -----------------------------, REAR P RC I � 1 I " 2' 6" 3" 2 =6" 2'-6" I'_I" lueston ) �° FI t - �� O. 0JI-IN . R.O. / ' �\ ! 2,i 6„ 3,_O„ 5, 3„ 12 -4 3, 1„ 44, / 5,_ 1 I HR.O. `� ! \ _ ` R R.0 1 1 R.O. R.O. R.O. o I Blu sto e i 1 I I I ' \` I I --- - -------n-- `r Sla i t , 24" = G / ne 2 �� 1 ------ ---- i� O t I Ridge -'� DW i Srnk - ' offer Beam i.. ............. ...........I..... I --- - ---I --- -}-- - ------- --- I - ------ ------------ --- — _ 1 -------------'------ --- — / S N P " 5"x5'x3/8' I 1 I 32 32 1'14' I' I I I I Steel Col., / 1 i ues one . n " " ' I „ , O I I 5 x5 x3/8 I I Q I I LR 4om _ , I I -O q 5. - I 11 Steel Col., I I 11 / 1 „ i „i � Burl in �' �� i \S , , , Le __ 8 II -� 8 C-2 8 14 -6 u, 14„ `� IS'-8" � t 4'-4„ 8 Ston Faced t--'--I Fire aceI'-8" , ---_--- i 1 ICoffef Beam Coffer Beam \ I I I L----------=- -------J L----------- ------- -- --- / I DWGI -------•------ � v- ♦ ,/ I � ------------- --�- -- KITC EN I I I I t I 12'-0„ I 2, , ......X I I , i - __ ;j, n o I I DINING: ROO I 1 I I LIVING ROOM _ MASTE BED OM 1 t -" ------------- - F-+-� `�k6.`i a .....(Oak)........ .Srnk ,.. .i..... .........................I...I...........................(Oak)...... .......................I...I....................................t...l............................(Oak).......:.................°p. . . .........I........... . .... ...... .. I \ 1 i = - _ ------------ I O O r II I PATIO / tmm Hearth I ,� `gyp t 1 I t `Je ---_ ' --------\x 1 .I�3 •1 v I Garbo e I I I I I I I �\��, ACC I r 15'-2" I 16 2'-�I 4' O" �0" 4 4 1 Coffer Beam I I t 1 Coffer Beam Ge`�/ �\q9 I ---_ I �-- -------i ------------i r--------------:----- _ --- I _ -Line 1 I I I I I I I LR oom ; ,/ `� 1 1• Bwl in i I ml I � 1 I En 1 Built ih i<l / I ?; D N = I of °' __J Al 6x6 Pressure Treated n - I I u I I t I m ' , `� ��1• m , , Post, Encase in Ix8 tep S o 4 i i® O I I " " 1 I I I -in -------- ' - atex Trim, Bolt to t co, l O I „I 4 x4 x1/4 I -- ' -------- _____--FJ7und_lllall,-Strap_tn Hdr_J iv I . I 6 14 :4 8 Steel Col., II'-O" IL I I ___--_ Dining Room Bui t-in Drop Beam t I Coffer Beam �; q M M. HALL I %� Built-in eat O- I ---------� -------------- - -- - _ ------------ -------------------- --- _ ---------- -------------- - �\ W 13 , L_llirn I Ref. 1 -----------� r- --- --- I I rcro. ------ --'--=- Ref. I I -------------:--- 1 v ��. 2 \ DRAWING TITLE: t 14' = „ b i 1, 114 O � 4 -_1, 6„ 11 --4„ 3 _6 6 4r � ` 2��2/ ' 1 1ST FLOOR I \•$ ch =� Dbl, a ---- Si k `r 1 4 x4x4 xl/'4 I 1 I ' f a )BO I I I v ` = 2 , Hahg i 5 POWDER = COiA 24 _ _ -11'--- ir---, -h teel Col., `- `~ i\ � M HALL 2 -- �IL IjC04TS PANTRY BUTLERS PANT , IDI -` lam I_ uP I 1 I t (Oak) N, _ Il IL IS I, 13 12 'll 10 9 L 5 4 3 Attic IQ OF 1430' ". _ �n „ „ _I I I ( AFreezer B C TA R i ISyI I P__,lw/Ice 2 ' Single I - --------=--------- 24 8' Clg. I I I Dn -' t I I -cn �� I W.I.C. ocket ocket 11Make `4 amg � Cdffee ❑6 I Hgt. Undet 1 I � 3: , 5 ;� 9 9 to II 14 � I I14 I15 Door D or t 30" ----------- Stair 1 1 I en � 54' O O I O %n ---- ----------- M I �' 8 24' a _ I Ridge Y Ref. I I: ----8 - - -a--- ---- --- -==. Shelves ` �, JOB: I v I t ALL I - I = 11: 8„ 4„ 4,_O„ 4' 4'-0' 4" -- �,_ „------ 3,_6„ „ ��� 0 RESIDENCE On Up 8 -� (Oak) _ - 30�' AC "a Self- ing " O l'e - U IA 350 ABORN LANE � 1 3/4 Ho r 32 ! W I tr _ (8510 NASSAU POINT RD) i Cab. Fire D r h k� Loa DEN CUTCHOGUE. NY I ---------- --- 1 in Q 4" AC 1' 1" TOWN OF SOUTHOLD t I I ..... ..... r I v �' - TV Room (Oak) `i R , SCTM# 1000-118-05-05 I I I I I CK)U�j Bwl -r , i q' - D „ ~I Driveway �pron i i I o I ARCHITECT: 3,-2„ 4„ 3,_1 �I 6 I8 O„ 14,T6„ u AC 1 I _ j i i u, (B� Towels 2A FREDERICK R. WEBER Cr I I I 5/8" Type "X' tdity 3O n 1 1 FF = I Tub `co 41 EAST MAPLE ROAD 1 - I _ _ ��, I 3 GREENLAWN. NY 11140 I o GWB on All Garage nk I t - 6 �" , - I Walls and Ceiling 1 °0i 1 ,' I `� 1 g 1 - _ OD I- O I I f c C �' I 52 NOYAC PATH MAIN STAIR n, i _ - _ , - W S l,1 WATER MILL. NY 119'1L I I Broom Sin I ------------------ � - —--- —I — � Step '� cn I I I " ;' I „ - R.O. Area Egress __________ ___ 5 P.:Conc. Slab u, S o0 6'-0" - 6 -0' " K 0 - Unit Model # Opng fwEberarc3 tec5syahoo.�om w/6 xb 10/10 cv P © © © 10 1/2 3'-0" 3" 3'-0" 10 /2" WWF Reinf. 1 Ste ® ADH3250 3'-2"x 5'-0" Yes R.O. R.O. ---------- ---- Pitch to 8" 21-8" 8" 3'-I" 2'-8" 2'-5 I/2" 2'-0" " 2'-0" 2'-0"9 I/2" I'-8 I/2" 3'-0" I'-5 I/ 5'-8" 1'-5 I/ " 3'-0" 11118 I/2" 2'-0" 3'-0" 5 -0 3" 3 -0 2 -0 3 -8 je_ 8 0 4'-4 © ADH3058 3'-0'x 5'-8" Yes SEAL. I I I Overhead Doors R.O. R.O. R.O. R.O. R.O. R 0. R.O. R.O. R.O. R.O. I 1 t (I�oor) P Pressure Treated B © APW5058 5'-0"x 5'-8" No I I I I Po t, Encase in Ix10 Al I I I I "V rsatex" Trim w/ Base, I " I 25'�0" I t ap, Bolt to Found. OD APW4010 4'-0"x T-O" No 1 Wall,I Strap to Hdr. (T ) I I I „ „ P yP " „ (DOOR 4) JAN 12, 2022 1 I 1 4 0 15 6 IS 0 15 -6 16 -0 O DEC 11, 2021 1 i i 1 6q'-0" APW4458 4 -4 x 5 -8 No SEPT 21. 2021 t AUG 31. 2021 I I I O APW4050 4'-0"x 5'-0" No JULY 18. 2021 C i i i i C JULY 9. 2021 I 1 I I Q ADH2858 2'-8"x 5'-8" No JUNE 22. 2021 Al I I I I Al Path Model Numbers Refer to "Andersen" A-Series, PG50, JUNE S. 2021 I 1 1 j (Bluestone) Low-E4 w/Argon Glass, Simulated Divided Light HO ADH2L48 2'-Vx 4'-8" No MAY 8, 2021 I --- I 2 APR 5. 2021 O I I IST FLOOR FIAN �P� O ADH3050 3'-0'x 5'-0" No FEB 25" 2021 �' D O O R S C H E�u L E KD ADH3048 3'-0"x 4'-8" No REV.: JAN 19. 2021 `------------------------------ ---------------------� I/'f" I O /B Og OB /' Unit Model DATE: DEC 28. 2020 Width ( Height O ADH2848 2'-8"x 4'-8" No SCALE: I Front Doors w/ SideLights 3'-0'x�8'-0' (Door) III/ 0 ADH2O50 2'-0"x 5'-0" No 3'-0" 3'-O" 3'-01, 8'-3" O "Simpson", Model 31508 (2) I-2 x 8'-0' (Sidelights) JOB NO: w201901 2 "Andersen" FWHID54APRL 5'-4'x W-0' NO AAN2020 2'-0'x 2'-0' No Frenchruood Inswing Patio Door (R.O.) DRAWING NO. "Simpson", Model 31508, Left O ACRD20 2'-0" Diameter No Orivewa O Inswing, (8) Lite, (l) Panel, SDL 2-B x B-0 (Door) y © ADH2840 2'-8'x 4'-0' No ® "Simpson", Model 31508, Right 2'-8'x 8'-0' (Door) Inswing, (8) Lite, (1) Panel, SDL © APWS038 3'-0"x V-8' No O "ThermaTru". Smooth Star, (2) 3'-0'x 8'-0" (Door) Model CCA260 (Garage) ® ADH3038 3'-0"x 3'-8" No A 3 © "ThermaTru", Smooth Star, 3'-O'x 6'-8' (Door) FCFW50 Model CCA260 (Basement) Q (400 Series) 4'-Il 3/4"x 1'-4 1/8" No OF A9 O Oi __j_ A FREDERICK Al ROBERT WEBER 22'-1" ARCHITECT 2ND FLOOR: 1944 SF B Al /'. ------------- '`�-- ———————————————————————— -----------------------------------------•-------------------------- •- ROOF ROOF I r----� '-----, I \ `�.• "' ' 1 I I I 3,_ „ 3 3,_2„ 3„ 4,_0„ 3,_2„ -3" 2,_0„ 3,_2„ 4' 0„ 3" 3'-2„ 2'-4-43'-2" 3„ 4,_0„ 3„ 2,_4I _ „ y/p N\F 1 R.O. R.O. R.3. R-0. R.O. R.O. R.O. R.O. R . R.O. I I I 1 I I I ________ L.C. 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II III Ceiling d • I 111 I H� II I D - III III I r------------------- III = 4' 24 III 00 III \ III 1 1 1 1 •a-- ,- I I �--� I I \ III I I _-- ---- - 241 I \ 1 111 I 1 18 I `r 32"1 I — 261 r---------------------------- 1--- �\ 00 3o, W.I.Gt! - I I I t P ---- 1 i g Ri ge 30• I �• t �� \ 1 - „ I „ - -„-,- --„--- --, -„--------------- 21 -„------ ------- 10 '" r- 6 8 O 4" 5 -0" X --- -I 6" r------------------------------------- I 1 I \ I Attic 1 „ 32'. 8' Clg _ Q O \\\\ ------------------------------------- 23 2'-O" .2'-8 „ -t I -- ----f-�---- I Pull Dan I � Hgt. / _ I = \ \ DRAWING TITLE: 9'-8 1/2" 3'-2" 3 -2" 5'-2 421 5 -2 2 -8' 8 I \ I Starr = I 30• 22 / - I ,�`Q M \ \ D R.O. R.O. I I O I 24� I gy I \ \ 3 t4„ ,_6„ 4' $,_O„ 1 4„ 8'-2" „ /„ _ „ _O, 1 J4�� - �1\p I 1 Al 2ND FLOOR I I ------- I I I I I `r = I - Midge 1 1 --� 1 ----------------------- I I ry [l, 1, ( \ I I -I Ir------- -- ----, I + , v 1 - 1 - � - I 'V" .. . I I, IG 15 14 �3 2 � i0 9 �8 , G 5 9 3 2 iT\ � ! R o0 \ 16 I Dn I O© 32• LINEN --- --- ' II'I Oil/ I I ____�I / ar I Tr ads s' I 1 1 I ROOF '/!! O 11 -- k I I I ,L \ I 19 -� ---i I 24' I I Ridge 11 Bookshelves - ''••• LA------- _ i g,_6„ „ ` �i� 14,16„ \ _ I 8'-8" I 4,_8„ „ _ I -- JOB: - --- - T \ I Built-in 14 T6 L-1 ------ --- to i --- GRAY n 1 / I 15 30" = Hopper' - \ = I UPPER HALL , - , °0'I 'm 1 m1 1 ' RESIDENCE Ridge- L----- \I, rdge Door in � 1 ----- ------1------- - --_ ----- o --- --- - - �I Oi Guar Nat j 30• _ I 350 ABORN LANE Caundfy 1 \ I 2O of I I o rn o I I (8510 NASSAIJ POINT RD) �� / \\ r �_'h �i �i i I ► CUTCHOGUE. NY 327 �I I I� I 1 i 1 1 o TOWN OF SOUTHOLD - I III OFFICE t �.' I ��, tc. 1 = � --------� - ---- I ! SCTM� 1000-118-05-05 I I __ ----� 1 --_-_-_ 1 - Window Seat - III I III I o_ A I Hand Rail I w I Pitched I I Ceiling " I I I I Pitched I I Ceiling III Hgt. II'-4 I = 1 1 1 Ceiling - 1 III 1 v 111 g 1 ARCHITECT: I I u l STO1'AGE I L I I I I I O S O I III I III I L I I I I 4� I 18„ 2,_8„ 1 „ „ 2,_ _ „ 1 4. I 1 III I - III e`� �// I I I v I �r 10" 2'-6" 2'-6" 2'-6" 10' - I 11 I 1 FREDERICK R. WEBER 5' b I I ' `il I III - o J a� I = R.O. R.O. R.O. III U o U, �fl EAST MAPLE ROAD 1 O I MAIN STAI I rI III I III Q , _- •a I GREENLAWN NY 11140 „ O „ _ „ _ „ ! " I „ I „ ROOF „ 1 1 III - -------J -0 °0 -2 9-8 4 -2 III I "' 1 1 16 0 I 5' 0 I 4--0- - ATH n v i �, I I iii I 1 i - 524TER MILL.AC PNY 11916 I I ROOF '` I '` 1 RO F I 1 ..T....... ...._.. ............................. .. ..............................................1: III I III 1 �------- -------- - W - - ............................................................................. U1 NDOUJ SCH �DUL I I _5I 1 � I I I I I _..�........ ... i r ... I p I I Pitched I Ceiling 1 I Pitched � I I - 1 - - = ' _ Area I I Ce Ing 1 Hgt. 9'-I" I Ceiling I I 1 Un►t Model # R.O. Egress TEL 631 154-5555 _-----_-___) OPn9 f weberarchitectOgahoo.com \ ADH3250 3'-2'x 5'-0' Yes - A - - A - A - ;� I 1 I I I 4'-1" 3'-2" I' O" 3'-2" 4'-I" 4'-I" 3'-2" I' 0" 3' 2" 4'-I" 3'-8" 8' 0" 4'-4" SEAL: p r I I S I g © ADH3058 3 -0 x 5-8 Yes I R.O. R.O. 23,4-0„ \��� / I b" 1" 4 -0" 15'-6" IS'-0" 15'-6' B Ib'-p„ 'a - © APW5058 5'-0"x 5'-8" No 136 I I I \ 1 �/ I I o o APW4010 4 0 x l 0 No 1 I --- Ridge I `\I/ 1 Ridge _- p - I I A (DOOR 4) JAN 12 2022 I 1 I - - -----r------_k------7---------- i I I - � , „ , " DEC 11, 2021 //I\\ Al O APW4458 4 -4 x 5 -8 No 1 SEPT 21, 2021 AUG 31. 2021 I I 1 t t I O APW4050 4'-0"x 5'-0" No JULY 18. 2021 � i' � �\ d I I I O Oi O DULY 9. 2021 1J\�/ I \` �yi i i M �O O ADH2858 2'-8"x 5'-8" No JU E C = 11 \ 1 II 2ND FLOOR PLAN N 22. 2021 Al � �j. Model Numbers Refer to Andersen A-Serves, PG50, JUNE 8. 2021 \ Al y Low-E4 w/Argon Glass, Simulated Divided Light HO ADH2448 2'-6"x 4'-8" No MAY 8. 2021 APR 5. 2021 I,-011 Q ADH3050 3'-0"x 5'-0" No FEB 25. 2021 I DOOR SCHEDULE REV.: JAN 19. 2021 L------- -----J I KO ADH3048 3'-0"x 4'-8" No OA A Unit Model DATE: DEC 28, 2020 O Width 1 Het O ADH2848 2'-8"x 4'-8" No SCALE: 114" - I'-Oa P-2 1/2" 3'-2" " 3'-2" 5'-2 1/2' 41-6" O Front Doors w/ SideLights 3'-O'x 8'-0' (Door) w/ O ADH2O50 2'-O"x 5'-0' No R.O. R.O. "Simpson". Model 31508 (2) 12 x 8 0 (Sidelights) JOB NO: w201901 � "Andersen" FWHID54APRL 5'-4'x W-0' NN AAN2020 2'-0"x 2'-0" No Frenchwood Inswing Patio Door DRAWING NO. O "Simpson", Model 31508, Left " O ACRD20 2'-0" Diameter No Inswing, (8) Lite, (1) Panel, SDL 2-8 x 8-0 (Door) © ADH2840 2'-8"x 4'-0" No ® "Simpson", Model 31508. Right 2'-8'x 8'-0' (Door) Inswing, (8) Lite, (1) Panel, SDL © APW3038 3'-0"x 3'-8" No 0 "ThermaTru". Smooth Star, (2) 3'-0'x 8'-0" (Dom( Model CCA260 (Garage) A4 ® ADH3038 3'-O"x V-8" No © "ThermaTru", Smooth Star, 3'-0'x 1'-8' (Dom) FCFW50 Model CCA260 (Basement) (400 Series) 4'-Il 3/4"x I'-4 1/8" No OF A9 O Rain Cap L.C. Copper Chimney Cap ----------------------------------------- -- - - ----- -- -- ----------------- FREDERICK ROBERT ' WEBER ' RSogne n er ARCHITECT 9 / \ .. ............... .. .............................. / \ 12 W-10 1/2" L----- 12 (15) Treads I \ I 13 I/2 2ND I 1 - ---- --------- o IIR 91 1/8" I I - 16 TR 99 1/2" NK i BACK STAIR j j i / �/ �/ �� / Woo Shingle I 1 w I I U biding i I Opening I I I 1 \ I I to Den I O R1 x I I Casings (T p.) I I 2x4 Mahogany Rail, I I 1 \ I PVC Balusters, 4 1/2" oc /-� I I I I i 1 6x6 Pressure Treated Lower I I I I I I 1 Landing I 1- I '- I '- 1 '- I '- I I Post, Encase in Ix10 '^ I I g I I "Versatex' Trim w/ Base (J 1 IST I I I I I I I I I E Cap ------------- ----- 1 I - 1 ---------------- - - _ Bluestone Coping - ------------------ ----- - L- 1------------------ - ---- ------- ----- - ------------ -----------------1 --------- ---------------- --------------------- ----- i I m I I I I5R 98" I I i I I I I I I I 14 TR 's9 I/2" I I I I I I I I I Stone Veneer on Porch I I I I I Stucco I I I I Found. 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GRAY 12 ,� I I I I `� i I I S I I I RESIDENCE Flare Roof Edge 12 �� `� /,� ra e s I o e ` \ o 1/12 Pitch 350 ABORN LANE ———————————— (8510 NASSAIJ POINT RD) �— ----------------- ----- I 1 rice CU 0 NASSAE, NY -4- �_� �_ _� �_ __ �_ --------------------- I I 11 1 I i I a � 1. I � I I I I TOWN OF SOUTHOLD I I I I >.. I SCTM# 1000-118-05-05 ..I. ... . i..... ... .... ..I �•• I I ® I 1:1 I I I I II I I I I ARCHITECT: -- i - � ,' A \\ HO O La �Cjlsing pG A ,� I 12 FREDERICK R. WEBER ® o I o .1 I I I o 0 41 EAST MAPLE ROAD \ , 1 1 GREENLAWN. `� 1: NY II'140 :I 8 I/4 52 NOYAC PATH Shingle lar I dr_ a WATER MILL, NY 1191E r r - -- g� _ _ - Half Round Alum. TEL 631 154-5555 __ __ _ - w/ -- r Gutters (White) fweberarchitect9gahoo.com I I I I I I I I I I i I I i I I I I I IAlk -t 1---I---I---L-- -I-- -- - -- -� I---I- -I- �- J - , I i I I 11 1; I - -- - ----- -- I I l i l 1 I I I Ix6 PVC SEAL: Fascia Bd. 14 11 I Ix6 T(G PVC �i FF(jjN 1 II I; I Soffit Material LEI I I 1 1 1 _ _ __ __ III 11 I Ix6 Frieze Bd. 1 I I t 1 1I 11 I I 1 P)11 I 11 o II 1 © ® © I \ I II \ 1I I I I SEPT1 i I 1 1 2021 I 11 1 � I I � uestone � I I I I I JULY 18, 01 ------ 1 —= ShingleJUNE?��2021 __ _ - - ------- - _ __ - -- -- - -- ---- -- --- -- --- ------ - -- - - - -- Flare 2 -- — — -- — — -- — — -- — ----- — -- — -- ------ ----- ---- — 5. 2021 tucco APR I I I I I I I I Stone Veneer on Porc I I I I I I I I 1 I I I REV.: JAN 19, 2021 I I I I I I I I Found. Above Grade �Bluest ads 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 6x6 Pressure Treated I I I I I I I 1 I I I I DATE: DEC 28, 2020 I I I I I I Post, Encase in 1xI0 I I I I I I I I I I I I SCALE: 1/48 I I I I I I I I Versatex Trim W/ Base I I I I I I I I I I I I I I I I I I Cap I I I I 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 I JOB NO: W20190'1 1 1 I I I I I I I I I I I I i t I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I DRAWING NO. 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 I I L��1 r -J `-- I I I I I I I I I I I I I I I I IL--------------------------- -I------------------------------------I�---------------------------J L-------L---------------L------J1------1----- 1-J 1 Z�T__--________ _____ T.l-.u ' ___________________--_--_--______ 1 L�T----__----_---___--_-_--_T ____ I__.---________----L_ T.J�I...L __-_J___--1 T 1 Z� y� T T _-J Lam- I r---- L_-? L- A5 - SOUTHEAST ELEVATION OF A9 1'-0" ----------------------------- -- Z r g FREDERICK / ROBERT WEBER 4 / ri / \ 55� / \ ,02 ' ARCHITECT / / \ / \ N, / \ 3' Thick Bluestone Cap - ---- - I..... .. ............................................. . .......... . T ^ I I ® �}� Masonry Fireplace, I = __�i Face in Stone Veneer I I © /'fx C D JO O O LI / I — -- — \ — — --/ -- — ---------- c-- — --- --- ---++— ------------- --------- ------------------- —————————————————————————-T I Wood Shlt�le I Siding I � � T 1 I ® I I I is ' S E I H I / I ------ ILI I W< HM ML2 --- ---- — -- — --—— —— —— ----- -- ---- 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 I I I I 1 I I I I r- L I J --I I I I I I I I I rJ rJ L1 I `1 i I I I I L------------------------------------------------------------------------------- I r -----------------------------------------___ LI SOUTHEAST ELEVATIONDRAWING TITLE: ELEVATIONS 12 Diamond Shingles - - ----------------------- ----- ---- --- -- --- ----=---------- in Upper Gables 13 ' Ix8 PVC Rake Bd. w% 2' "Rams" Crown 11 Ixt PVC Frieze Bd. Framed Enclosure for JOB: Metal Flue, Face in I" Stone Veneer ,' `\ ,' L Li �\ GRAY Flare Roof "Eu* \ \ RESIDENCE rac ets on ® \ / \ ------------------ ------- ------ 18 F r ` 350 ABORN LANE (8510 NASSAU POINT RD) ------------- ------------ _a i I CUTCHOGUE, NY \ -- TOWN OF SOUTHOLD I I I : I ` - SCTM# 1000-118-05-05 12 / I I ® I 1 i ARCHITECT: © �/ �\ \ I i i FREDERICK R. WEBER 12 O 11 O x ® O ® Q ® ,'/ ® oo rn e\`� i _04 —casings I m 1 41 EAST MAPLE ROAD 8 I/444 // ___- = - \ GREENLAWN, NY 11140 I \� WATER MILL,NY 1191L Half Round Alum. ___=___ __ -- ------- -- --- - - -- - ------ --- -- ---------------�----- -- -- ---- -- __ _ � Gutters (White w/ Round leaders TEL 131 154-5555 - -----------: ----------- I ---___---T fi_______-L-1 IX6 PVC fweberarchltectOyahoo.com I Fascia Bd. . _ . . i.:.l ..... .. . . 1.:.1 - . I I I I I I I I SEAL. I..i .................................... i..l ............................................................... I I 1xL T(G PVC lil lil I I I I I I I Soffit Material J 11 1. 1. it :1 1 1 I I I I I I I I I I I i I I t?I Ilil I I I I I I I I 1 1 I Masonry Fireplace, Face in j I I I I Veneer Stone iv N 1 :1 H O I :I I I I Ve I :1 I I I I I I I I i t O �J O i I 2 i i I :I I :I I I I I I I I I I I I I i:1 lil I I I I I I 1 1 I I I I I :I I I .1 I 1 1 1 1 I I I I I I Shin a Sidin q1I SEPT 21 2021 --------- 1 I 18.�2021 = - - - I Bluestone Pavers i DULY ---- JUNE 22, 2021 ----- ---------------.-------------- --------------------------- . t ne on or -:- - ----- - --- ------ -- JUNE I, 2021 I I I I I I ° — i 2" Bluestone Treads i i i i i REV.: JAN 19, 2021 I I I Lx4 Pressure Trenedi i t i t Stone Veneer on Porch I I Stucco I Post. Encase In Ixlm 11 Found. Above rade I 1 ® ® I ® ® 'Versatex" Trim w/I Btase : i I i I I i I DATE: DEC 28. 2020 SCALE: ® ® ® 1 lef ® I ® " L'-L" 12'-O" t Cap I I 12'-L" " I - 3 -6 l -4 I/2 'f -10 I I I I I " I l i l JOB NO: 401901 I I I I I I III I I I II i I I I I I I I I I I I I I I I I I I I I I I IF--1 1 11 1 = 1 1 I I I I I I I I I I I I I I I II I IL_=1_�I I II I I i I I NORTHWEST ELEVATIONI � � � I I Ll—- , DRAWING NO. I I I I II I I II i I I I I 11 I I 11 I I II I I I I I I r�rL L i L-, �� I I I 1 II I till I 1 1 I I I I 1/4" = 1'-0" I I r I I I I it IL L--J ----J ----J -L---� ---------------------------- � I — , ------------------ — I- I——————————————— --------J 1---------------- Zr1T _--_______ � ____________________________ __ rL T----------------- - — T -- _-- _----TV __-_----------- L___J L___J OF A9 Strap Ridge (2) II 1/8" LVL Ridge 1 ------------------------------f 1 r----------------------------------------- ---'----------------------------- 2x10 R.R., 12 I I l i ��� `e\ FREDERICK ............ ........................ .....:::::• ........ ....... 1 1 :•..:.....:.. 16. oc �� c� ............ ` ROBERT - WEBER I I ;::;:: 2x4 to Ride :::•::•:... I \ I 9 7..:::::::::•::... I I 1 0 ............. 1 t „Eyebrow" :::_;:•::< (32" oc) :::::: ... I I I I �' a�� I I ........ ............. New 6" Closed .... I I . I WindowAll I I �' 1 1 ......... . . Cell Spray F 38) 2x6 Cont.. ::.. I o II I'-4 ;;::: ::;: ARCHITECT (Horiz. ! Vert.) I t I I 1 :;;i:#:"' Str ck Truss' .J. ! R.R. :.:....:.......::... � ............. .. 1 �" :.;.:;;• ::.... C tiffener to Reif Spans ...... I -2x10 C.J. 16" oc - I I I (3) 1 I/2" = I (3) 9 1/2" I I I I I I I I 1 II . I I I I I I LVL Hdr. I LVL Hdr. I I I I I , O„IC, 11-0" 4„ 1,_0„ 4° I7'-0" l i t I 1 II Bearing Ove lay 12 1 1 1 II I I I I 12 11 1 I I I I I II 1/8" Roo Wall 5 3/4 5 I LVL Ridge 2xl FL' 2x10 R.R., t l 1 II I I I I I 2x101 .R.. % on t 12 16„ oc i I 32'-8„ 'JO. 12 I I � � � 1 1 1 I 16° o4 (3) II l/8" LVL w/ I L.C. Copper 3 1/2 1 I I ATTIC p11 LL W.I.C., BR2 BEDROOM 2 (2) II"x 5/8" Stl. fP Pan Windows 1 Ov lay I I I � '� i �� `� 8 1/1 ! 6, 4,_6„ . I 1 Roy I II " t I xl0 IQSolid 11 1/8 Joists, 16oc I Blocking LVL F.J. 3/4" -� Plywd. Subfloor _ 1 I I I I I �'! �,' �� `\ I 1 j _ Ix6 PVC Fascia Bd. =�i====== Ix6 PVC T!G Soffit cv F - _ -==�I�==��__=_ ____-�_____ _ _ -__________ _A ----- - r ( _ _ -_ Ix6 PVC I J I `-- I I I Tr Frieze Bd. WF Girder/Drop Beam Hurricane Straps on 1/2 Round r. All Roof Rafters I t Alum. Gutter l WF Girder 6" Roxul Insul. WFirder 2 ClJ. It I I1/ All Floors for III III II1 I I I I Walls (Typical):al): Sound Proofing Bearing Wall w/ ( nde� I/2" PI wood on2x10 rt.J Red Cedar (1) Side for Shear Shrn lesWindow ISpt ProJ - -------- 2'-Q"� IS'-O" = '41, 8'-6" 6" I I I I I III I I I i I I I 301# felt I I I 5/8 Plywood Sheathing I I I t II I I 1 I I I I 2x6 Studs, 14" oc o I I I 1 1 M BATH III I WIC I I HAL11 1 MASTER :BEDROOM I W I I I 2" Closed I u I I i DINING ROOM REAR PORC I I '78" I'-10 4 -8" 4" 3'-2"I I I I Cell Spray FoamFRON POWDER I I/4" Thick Insulation (R13), Q Bluestone Field I I II I I I I 1 I I I 3 1/2" F.G. F—I I I in Random Rect. I I I (2) 8 New 2" Closed Batts (RI3)II 1/8" "' Joists, 16oc Pattern 11 1/8" "1' Joists, 16"oc Cell Insulation LVLI Fl 3/4" PI wd. Subfloor 4 P. Conc. Slab 3/4" Plywd. Subfloor Bo x Sill 5/8" Gypsum Bd. Shingle Flare66 v1 ______. :: -----� 7 , ' ' ::'z:;: ----------- -- WWF Reinf. Base of Sidin9� I ;:. 1 :� I Shingle Flare 9 I 0 I 2' Closed Compacted Fill ,I• Stone Veneer , 3500 p� 6 Roxul Insul. 6" Roxul Insul.3"Lok-Fow I tCell t 1 ` All Floors for I in Portland Cement Gage Galy, Sprayi I I I I I I I All Floors for � See Concre e InsulationScDecking, C Thick Sound Proofing nPorches Sound Proofing I I Sill (Typical):Concrete L.C. CoPPer Had Dtl 1O„ on A2 Foundat nAbove e a/ �3 Rebar s I-0'�u Flashing Between I I (2) 2x6 Sill T I I t I Wall Sheathing;Each Wag I II 1I 1I 1I 1I II II II I (Pressure Treated), CID Copper Termite 5'-0"Porch Slab 19 1'-4'1 12 -O _ I 4' Shield w/ Sill Seal ! 5/8" x l6" Anchor I I 11I tII ? WINE CELLAR' ':'II BASEMENT 2 Closed I I II I II II 1I lI 1l II II II Bolts, 32" oc, w/ 124 pCell SprayFoam 1 BASEMENI Square 2x2 Wash er I Insulation Rl3) Foundation (Typical): •�� I I I I I I I I c I I I I 9P I I New Llbsed I I I t _ 4 P. Conc. Slab i i Cella5prayRi Foam _m i 10" P. Conc. Found. Wall I 1 t I - I I I I I I 1 I 1 4' P. Conc. Slab (( w/6"xb', 10/10 I I I I I I I I I w/6"x6", 10/10 3) I w/ (2) #5 Bars (To ) ! I I .1 WWF Reinf. I I 11 I I I I 1 I 1 I WWF Reinf. r-lq�" II 1 I I I tx4 Bars 32"oc Vert/Horiz. I •I• •:. •' I - •: y - I11 1 1 44 Bars 16"oc Between -------- _---- - J --- Footing ! Found. Wall DRAWING TITLE: SECTION AA SECTION BB wl2" " eP. Conc. Footing w/ 2" Kegyway and (3) 45 Bars (Cont.) SECTIONS -O" 1/4" = 1'-0" Strap �� .......•:::•. :::-:::::•: ::.: ::. :::.-:::.:-. .::-::.::-:: :::.::-::.:: ::.:::::::•: :::::::.:. .,,.....:._. :........... ............ .................... ... .... Ride .......... ............ ............ .... .. ..... .. ........... ............ ............ ...._... .:::::.::::: ::.:.: ::.-:::.:::: ::::.:::::.: •:.::::::::. .:-::':.::: •::::.::::, :•:::•:.:-:: ::::.::::.: •::::•::::-. ::.::::: Ta ersawn (Pressure :::::•::•::•:: :::::::•:::: ::::::::::: ;:::::::::_: :.........:: :::::::::::; ...... .:......... ;:;::::::::•: ::::;::::;:: ::......:::: :::;:;::: :::;c•::•:::: :•..........: ....:•:...... .....•:::•:::; :;::�......;•:--:-;: '::: ::- ;;'..... _ _;:::r' ..: Treated) Red Cedar Roof Shingles, 5/8" Butt 12 "Ventgrid" Under Roof Shingles 13 2xl �' 2xl - Underlaggment "GAF ATTIC on lat on lat (2) 11 1/8" _ Deck f�rmor'' or Equal LVL Ridge 5/8" Plgwd. Strap Ridge (2) II 1/8 LVL Ridge ;:: JOB: • . � �••� �` F_;,� Roof Sheathing 12 L T 2x6 1 16"oc :: 2xl R- •. 16" oc = 2x8 G.T., 14,"oc 2x10 R.R., 16"oc New 6" Closed GRAY 12 2AO R.R., 16" oc Cell Spray Foam (R38) RESIDENCE ::::::. .... Ice ! Water :.::::: New 6" Closed : >'': 0 G. . 16" c Shield - - Cell Spray Foam (R38) :; : ---------- ---------- ----_---- ---------- Hurricane Straps on 2xl .,. - -- 2x C:T., 6 oc ":;. .: ________ All Roof Raft BORUAPOINT RD) -`=������- �Sh Id •��•-��• 350 A ---- -------------=--- 18510 o Rafters CUTCHOGUE, NY 2nd Floor•;:.I I I I i-- - 1I . -------- I I Wall E Hgt. - ao . T I SCTM 1000 118 05 05 TOWN OF LD II . 1 � Ix6 PVC TiG Soffit FT I l i I I Ix6 PVC Frieze Bd. ARCHITECT: I I Cr _ I I _ Rox Isul. I ► 5' 0" CUE T BE Bearing W II BEDROOM Bearing Wall All I NorWalls BEDROOM for So d Proofing ,\ 12 FREDERICK R. WEBER " ::::; STOR E t 6" 14':6' 6' (For Shea 18'-0" (For Shear) 6 14'=6 " �.. 41 EAST MAPLE ROAD ....... _ ;: :;..1 2x10 R.R.. I6 oc -------- 140 I .::;:::���• I'-8 3 4" �\ � GREENLAWN NY Il _::::.:... ----------- -------- " 2xl R. 16" c \ 52 NO A PAT II 1/8 I Joists, 16 oc Y C H 16' I Joists, IL"oc :+.;;::. ":':':: `'::"` WATER MILL, NY 1191L 3/4" PI wd. Subfloor "`:: ::;;::; = m q " q 3/4" PI wd. Subfloor Fascias :; "c*t y I "Squash" Blocks S quash" Blocks y \�••' •=�'����� I'-2" ...................................... ............................................................. ......................................................... ............... ............ ............... .,.. .:: ::::::;::::... .. _.......................................................................................................................... ::.................. :::::.::-::.::-::.:_:::.::-::::.-:::•.......:::....................................:.. to Ali n :::. TEL L31 154 5555 9 o _ 0 2x10 C.J., I6 oc WF Girder WF Girder 6" Roxul Insul. xl C.,k. 16 ` fweberarchitect"gahoo.com New 8" Open -w/_2x6 R ___________T___ w/ 2x6 IE All Floors for I I ------------ Cell Spray Foam (R30) : 1 rid SEAL: 5/8" Type X GWB !.. : Alum. (Walls ! Ceding) 1 I I 1 1 1 II I I I I O II I I I I I I o- 6' -; 14'-6" " II'-O" b"T11 , 6 16' N 14'=6" 4"H Y-6" 4" 8,-0" 4" 3'_C V 1'-1" I L. 6" F.G. Batts 10'-2" 6 KITCH -� o i -C ING f00M HALL W.I.C. HALL OFFICE I GARAGE MUDROOM ING ROOM I I M I I I I 11 1/8" ILVL F.J., "oc II 1 8 I Joia s 16"oc 11 1/8 I Joists, 16 oc 26'�0" '� " ", F F E I +21.0�� i °, LVLII(FI 8) (Cantilever) 5" P. Conc. Slab "' 3/4" PI wd. Subfloor SEPT 21. 2021 w/6"x6", 10/10 JULY 16, 2021 -WWF Reinf. (Pitch �----- JUNE 22, 2021 to Overhead Doors) �• ------- --------------------------- •�& II-' II• :ttII•?, II i<l WF Girder w/ 2x6 ' . •., E 1. 2021 --------------- 6 Roxul Insul._WF Girder REV.: JAN 19. 2021AII Floors for w/ 2x6 E Sound Proofing 1 Compacted Fill I 1 I I I I I II'-8" 6'-10" 15'=1" I 1'-8" 1'-9" IQ`'I 2" dosed I DATE: DEC 28, 2020 1'-5 1/2' 1'-5 1/2" I I i I i I I t I 11 7f 1 I nsllltnayy Foam I/4' I'-On ulioR3) SCALE: I BASEMENT 16'-0" 11 i1,_1„ i i JOB NO: w201901 ° I I I (Shed- Mudroom) (Gable- Kitchen) (Center Section) (Gable- Living Room) I (MBR) I t I t I I Steel Columns on 9 1 (0�fice) I 1 I 1 I P. Conc. Footings I I :I 1 I DRAWING NO. .�. ri .�. 1 4" P. Conc. Slab I .. 1 . • 1 W/6"xC, 10/10 WWF Reinf. Slab El +I1 1 :.I • .0 I :► 1 I ;I an L_-j I I I I I I L----- I I L------I 1 L � I I I I L-- I J . ---- --- L---J A7 ,v� SECTION CC- SECTION DD_ 1/4" = F-0" OF A9 ............................. ................. ................ .... .. ........ .................................. .............................................. .................... ........................................ ............. .......... ........ ............. ........................................................... . ............ .................... ...................... ....... . ......... ................................ .... ....................... . - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - F II II II II 12 II II 114 II II II II II it II II II ALL 2ND FLOOR FASCIA BOARDS TO ALIGN ............................................................................................................... . . ... .... .... .............. ... . ... . ........ ................ .. ......................... ....................... ............................................................ ......... ... ..... ............ . ..... .......... . ......... ................ .......... .......... .... ....... .... .................................... ............................... .......... ............... ... ...... .. . . . . ............. ........................................................... . ... . ............ ... . . ........... .... .... ... ...... ... . . II I II Ridge Screen Porch Kill Roof Beyond _ I I I I li I � I, \ \ I I I it I / � � I i �l I \ \ \ \ I I Overhang not to L . C ."' -Copp 12 12 I Extend Beyond Window n 2x R Flanking galls \ 3 Ridge 1/2 2x8 RR LVL Beam 111-0 If Front Porch wl (2) 3/4 x III' Steel T I 12 - -- — — — — — — — — — — — — BOARDS T,� MT ] ALL IST FLOOR FASCIA BOAR� � .............. ..............I ........ . . . ... ... . ......... ............ ....... . ............ .......... ......... . .... .... . ...... .. ......... . - -�T I - - = = = = - - - - - - - - ..... .. . ............. .. . . ... . . L ii................. .I ............... .. .... ... ....... .............. ... ... ... ... ... ..................... ... .. ... . ........ . . ............... ....... . ... ..... .... .. . .... .. ........... ............. ........................................................... . ... ............. ...... . . . .. ...... ........................... .................. .... ........ ... .... . . .... .... ... ..... . .. .... . ... . .......... 11 I Drop Bearing E I 1/2-11-5 LVL Beam (3) 11 3/�" LVL Beam Drop Bearing Raise Bearing E 1 1/2 II i lo (3) 9 1/2 1 It 11 1 1 3 1/2 Pitch Porch Roofs 8 Pitch Screen Porch Roof II I 3 1/2 pitch Porch -R-61of w/ (2) 3/� x 9" SteVI fE wl (2) 3/� X 11" Steel E I I uj/ M Roof, -RYters w/ 2x10 Roof Rafters II I �- - \ I I _i i i � C) i i i �� I FRONT PO -C[ REAR PORCH SCREEN PORCH 6j IT71 - - - - - - - - - - - - - - - - - - - - - - - - - - - - .0 I o �1,0 0 10 0 10 . ........ . ... . .................... ... ................. .... .... ............ . ... . .................... .... ...... ........ ...................................................... ... Pitch Establishes Height of Main Center Ridge 12 13 Flare Roof Edge to Align Fascia w/ Main Center Gable 1 -011 .................... ........................ ............ ............. .... ........................ . ........................ . . . ........ ... ... . . . ............. ALL 2ND FLOOR TiFi�S� IA BOARDS TO ALIGN - ..... ... . ... .................... . .... ............................... ........ ............. ........... .. ... .............................. ............................. ...... ...... .......... 00 . . . . . . . . . . - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - 12 12 12 112 12 5 3/� 12 114 12 3 1/2 if it I -2/1 Optional: Jr Flare or Build Out 11 -2 If Raise Rafter 11 -1/2 9 1� 11 L'I 2'[1, I Floors to Align on Rafter to 2 1/2 -_Sdo RR I % I'-"— I z 11 71/8 1/ 1—j oist 1�" I—Joist Extend Overhang ........ ........ . . . ..... ........... ... . . ....................... . ............ . .... ... .. .. ... .... . . . ........ . .......... ....................... . ........... .... .. .. ..... ... . .. . . . . . . . ... ... . . ... .. . . . .. . .. . . ...... .. . . .. .. ...... ...... ... ........ .... ................... . . . ..... .............. ......... .... . . ........... . . . . . . . . .. . ............................ ................................. ..... ..... . .................... ........... . . . ... . . ... .... ... .... . ........... . ................... ..... ........... . ... . .. ..... .............. ... ................................ ......... ......................... ...................... .... .... ........ ......... . . ... ............ ............. ...... ........................ ... ...... .......... .. .. ... ........................... . .............. ... .......... ......... .................. . ............ ........... . ........ .. .. .... ... . ... . ... . .. . Drop Bearing E/ Ceiling 3" ALL IST FLOOR FASCIA BOARDS TO ALIGN 8 3 11/2 Pitch Mudroom Roof wl 2x10 Roof Rafters . . . . . . . . . . . . . . . . . . . . . . . . _ (3) 11 3/4" LVL Beam w/ (2) 3/4"x 11 Steel E II II II II II II II II II II II II NUDR00N GARAGE M . B A TH 0 ICE ED7K II II II _ _ _ _ _ 177 1 0 :1P :10 0 11 - — — — — — — — — — — — — — — - 114 LL 311, I Ij F I N I S H S C H E D U L E SPACE FLOOR BASE CHAIR CROWN WALLS CEILING HGT REMARKS , a .. Z �^ 3„ ERICK v - w w a N Q) q o 8 � m 1- a ROBERT W W W Cpj Z w [D �-g ZW ? cn A ~ axo Q Q 8 p a v ~ m _ so HER wtu Q Q F- _, U a oo_ w W ... _ u w F- w z � l- W Q � o U Q z m m w _ �N[ U) F- Q U Q OC D O cn W O O Z W tr U _ m F= < — U w w m S o_ W iy o �, ¢ o- y Q W -1 IV w ac ac Q w W U ac : = W m U z rz w a o rn u w w CT �L O z �_ ttl ni F 0 ? Z L] Z u -1 Z p = O ' - - �t O S O ?- z o4 W I- W = O ?- W w W p O O F- J � [D U U F- U x Z U i n .r v- z -3 a y = P � U v7 U m > U z FOYER (Coats) 0 1 0 1 0 1 10'-0" Paneling to 38" Hgt. POWDER ROOM 0 1 0 0 1 0 0 1 10'-0" Horiz. Bds, to 42" Hgt. DEN ® 0 0 1 0 0 10'-0" Vert. Bd. to 6V Hgt. ,� LIVING ROOM 0 0 0 10'-0" Coffered Beams DINING ROOM 0 10'-0" Coffered Beams KITCHEN 0 0 0 0 0 0 0 10'-0" LL BUTLER'S PANTRY 0 0 0 0 10'-0" j PANTRY ® 0 ® ® 0 10'-0" HALL 1 0 0 0 10'-0" LAUNDRY 0 0 0 0 10'-0" MUDROOM (Coats) 0 ® 0 0 0 10'-0" Vert. Bd. to 66" Hgt. w HALF BATH 0 0 0 0 0 0 10'-0" Horiz. Bds, to 42" Hgt. , MASTER HALL I ® 0 ® 0 0 10'-0" �• MASTER BEDROOM 0 0 0 0 0 Varies MASTER HALL 2 0 0 0 0 0 10'-0" W MASTER WIC 0 0 0 0 0 10'-0" 53/4" COVE 41/2" COVE MASTER BATH 0 0 Q ® 0 0 10'-0" FULL SIZE FULL SIZE OFFICE 0 p ® 0 10'-0" FRONT PORCH 0 0 0 0 0 REAR PORCH 0 0 0 0 0 SCREEN PORCH 0 ® 0 0 0 �--I GARAGE ® 0 1010 0 5/8" Type "X" GWB MAIN STAIR ® 0 00 0 0 0 Varies Panels to 42" Hgt. REAR STAIR 0 0 0 0 0 Varies r UPPER HALL (Window Seat) 0 ® 0 0 ® 0 0 8'-0" Paneling to 42" Hgt. CAP OFFICE (Closet) ® 0 1 1 0 0 1 ® Vanes MOULDING GUEST BEDROOM (WIC) 0 ® 0 0 0 I I Vanes Q GUEST BATH 0 ® 1 ® 10 0 0 8'-0" BEDROOM 2 (WIC) 0 0 1 1 1 0 0 0 8'-0" DRAWING TITLE: U— BATH 2 10 0 01 ® 1 1 0 ® 1W-0" PCVE FINISH Q BEDROOM 3 (WIC) 0 0 0 0 Vanes SCHEDULE C4 BATH 3 0 ® 0 ® ® 0 8'-0" CAP BATH 4 ® 0 ® 0 ® 0 8'-0" MOULDING MOCAP ULDING MOULDING 3/4" TRIM STORAGE 0 0 0 0 0 Vanes FACE OF RECREATION 0 0 0 ® 0 T-O" COVE WALL-� COVE BASEMENT BEDROOM ® ® 0 0 ® 0 q�_O" N COVE \ JOB: BASEMENT FOYER 1 0 0 0 0 0 9'-0" `- - GRAY tY BASEMENT BATH ® 0 0 ® ® 0 9'-O" N RESIDENCE STORAGE 1 0 0 0 0 0 9'-O" " Ix6 HORIZ. " Ix6 TEG " 5/8 WAINSCOTING 5/8 SHIPLAP 5/8 V-GROOVE 8510 NASSAU POINT RD MECHANICAL ROOM ® ® ® 0 0 9 _O STILES t GWB GWB W/ NICKEL GWB VERTICAL CUTCHOGUE. NY 0 BASEMENT FOYER 2 (CD) 0 0 0 0 0 9'-0" , RAILS JOINT W1 !OPTION W/ BEAD) TOWN OF SOUTHOLD SCTMS 1000-118-05-05 GYP. BD. ARCHITECT: v- v- FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN. NY 11140 52 NOYAC PATH VENEER WATER MILL. NY 11916 PLYWOOD NOTE- ALL 631 154-5555 M ALL ELECTRICAL RECEPTACLES 3/4 fweberarchitect� ahoo.com �y J 3" 3/0 5 1/4" �3/�,4" 3" �, BACK TO BE INST LLED y BAND HORIZONTALLY IN BASE 3/4x5/8 NOTED)ING (U LESS OTHERWI E SEAL. NOSE COVE PAEL COFFERED BEAM MOLDNG 3" = I'-O„ - Q _� cn 4" SQUARE EDGE cn 1/4' I" I' RECEPTACLE COVER BASE UNDER � BACK 1/8, CABINES, ETC. I/ " Ixe Ix8 5/4x8 5/4x8 SHOWER CURB, BAND 2 3/4" x 4 1 2" W. T BASE BASE BASE BASE (TYPICAL) 3 3/ 811 �3�4„ /�„ _ / _ J cy 3 I/2" "v m WINDOW 3/4 - � WINDOW/DOOR DROP BEAM HEAD CASING— TYP. " 3" = 1'-0" Half Full Size Half Full Size REV.: JUNE 22, 2021 SHOE MOULD DATE: DEC 28, 2020 SCALE: AS NOTED SHOE MOULD JOB NO: w201901 SHOE SHOE SHOE SHOE r DRAWING NO. Note: (Z� I Z Where Window Sills � � Occur Directly �, 8" BASE (Typical) 4" BASE (Typical) Above Countertops, 00 1/2" 1/8" 1/8" I/ / Eliminate Casing and �_ 3/411 FULL SIZE FULL SIZE 8 V Extend Backspplash to I/4�� WIDTH AS REQUIRED 1/4' b ` / WINDOW SILL— Underside of Sill n11 *1 HORIZ, Y ERTIC /l ELEVATION WINDOW 3/4 � CASING PANELING WAINSCOTING 130ARDS BOARDS 3" = I'-O" SILL MULTIPLE UNITS Half Full Size Half Full Size Half Full Size Half Full Size OF A9 Half Full Size Half Full Size SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 4 TIE EACH RAFTER FREDERICK Joint Description Nail Sizes Nail Spacing ROBERT ICE SHIELD UNDERLAYMENT WEBER REQUIRED - 24" FROM EDGE ROOF FRAMING HURRICANE CLIP Rafter to Top Plate (Toe-nailed) 3 - Sd per rafter TYPICAL. Ceiling Joist to Top Plate(Toe-nailed) 3 - 8d per joist ARCHITECT Ceiling Joist to Parallel Rafter(Face-nailed) 3 - 16d each lap ALTERNATE POSITION OF Ceiling Joist Laps over Partitions (Face-nailed) 4- 16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Face-nailed) 2 - 8d per tie SIMPSON H3 Blocking to Rafter(Toe-nailed) 2 - 8d each end Rim Board to Rafter(End-nailed) 2 - 16d each end WALL FRAMING Top Plate to Top Plate(Face-nailed) 2 - 16d ' per foot Top Plates at Intersections(Face-nailed) 4- 16d joints-each side SIMPSON H2 HURRICANE MST31 METAL STRAP Stud to Stud Face-nailed Header to Header Face-nailed 26d 4 along edges ( CLIP NAILED. FROM PROVIDE 8d COMMON 9 ALL JACK POSTS ) 16d 16" o.c RAFTER TO STUD. - NAILS ® 4" O.C. AT w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud (End-nailed) 2- 16d per 2x4 stud 5 - 8d NAILS EACH END SHEATHING. 2 - 16d per 2x6 stud SHEATHING TO LAP TOP 2 - 16d per 2x8 stud WALL PLATES APA RATED PLYWOOD TO Bottom Plate to Floor Joist,Ban d joist,End joist or Blocking (Face-nailed) 2 - 16d 1 '2 per foot EXTEND TO TOP OF TOP PLATE. 4 - 8d NAILS TYPICAL FLOOR FRAMING ®ST31 METAL STRAP - = Joist to Sill , Top Plate or Girder(Toe-nailed) JACK POST 4- 8d per joist MST21 9 STUDS = Bridging to Joist(Toe-nailed) 2- 8d each end w/ 4 - 8d NAILS ®48" O.C. Blocking to Joist(Toe-nailed) 2 - 8d each end EACH END - TYP. _ _ = SIMPSON MST21 Blocking to Sill or Top Plate( Toe-nailed) 3- 16d each block 1 1/2" WIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3- 16d each joist METAL STRAP $32" OC. Joist on Ledger to Beam (Toe-nailed) 3- 8d per joist W FLOOR JOIST MAXIMUM. Band Joist to Joist (End-nailed) 3- 16d per joist - Band Joist to Sill or Top Plate (Toe-nailed) 2- 16d per foot h� DOUBLE TOP PLYWOOD SHEATHING = ROOF SHEATHING F--I PLATE TO OVER LAP BOX HEADER 2 x 6 sld" O.C. BEAM - TOP + BOTTOM. = Structural Panels 8d 4" o.c. perimeter zone r -� STUDS SIMPSON MTSA IS-Z W/ other 6" o.c. edges of w (6) 8d NAILS TOP I panel , 12" o.c. interior N BOTTOM 9 32" O.C. Diagonal Board Sheathing of panel 1" x 6" or 1" x 8" 2 - 8d per support ,« x ,0" or wider 3- 8d per support SECTION ELEVATION h CEILING SHEATHING Gypsum Wallboard 5d 7" edge /10" field ^' �SIMPSON MTSA 18-Z W/ WALL SHEATHING w (6) 8d NAILS TOP I BOTTOM 32" O.C. = Structural Panels 8d (see table 3.9) SIMPSON LTP4-Z W/ I IVII IHI SIMPSON LTP4-Z W/ Fiberboard Panels 7/16" 6d 3" edge/6" field (6) 8d NAILS TOP I (6) 8d NAILS TOP I BOTTOM s 32" O.C. FLOOR JOIST = = BOTTOM 9 32" O.C. 25/32" 8d 3" edge/6" field NAIL SHEATHING TO SILL PLATE TOP OF FOUNDATION H Ir 8d NAILS 9 4w O.C. Gypsum Wallboard 5d 7 edge 0 field DRAWINGTITLE: (SHEATHING PLATE .• - _ ••,'- :. � g 1 SH HING TO LAP SILL •>•: �•: _;;:;r: �;- Hardboard d '-:•' -•:=�• �,• Sd see table .9 �7s i4• .[•11..-. _ J- •/• Particleboard Pa_ d nets: = 8d s table 9(see abl 3. ( ) ODE DETAILS r- ( ILL PLATE �:= �'•2) 2 x 6 S S COPPER TERMITE TERMITE SHIELD A Q TREATED. : z',� • = Diagonal Board Sheat hing 9 w/ SILL SEAL (TYP.) ; « « «:; :.'�j:?. - :)'�. S» "!': .w iLt ;1:' 'i�•i•` iu't :S i" ..e:�:�"•a. .a.'. •.x:`•. - 2 8d��' "•F per support 1« 1•' i•. •\� 'mot•- 'ti'.,'; _� < x 0« or wider SEE FOUNDATION _ P PP S DATIO OW N N G. r s:. "<:• :•'y FOR DESIGN REINFORCING '• ;x.. '.,.,• -°.x%:: �:' � ::•.:. :•: : ::'._. �-i::•-:�?.- FL OOR SHEATHING Structural Panels 5/8" x 10 A.B. e32' OC. 1" or less 8d 6" edge /12" field w/ 74"x3/10 WASHER. greater than 1" 10d 6" edge/6" field (HOT DIPPED GALV. OR JOB: STAINLESS STEEL) Diagonal Board Sheathing ISOLATE WASHER FROM HOLD DOWN -�- SHEAR CONNECTION CRITICAL PATH 1" x 6" or 1" x 8" 2 — 8d per support RA SILL PL W/ FELT STRIP 1" x 10" or wider 3 - 8d per support Y RESIDENCE ______ ___ ______ �_______�_____=====a=---=_____ 'Nailing requirements ore based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed - 3" on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall 8510 NASSAU POINT RD be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. CUTCHOGUE. NY 2When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to be reduced to 1 - 16 d nail per foot. TOWN OF SOUTHOLD SCTMS 1000-118-05-05 ARCHITECT: FREDERICK R. WEBER 41 EAST MAPLE ROAD . . . . . . . . . . . . • • • • • GREENLAWN, NY 11140 ------ PRO ll�E. REAS FtMO.t�I.'N F+4Jg' O.C. DESIGN CRITERIA: AT Lk-AREAS OF-ROOF•FURTH R WATER MILL. NY 119�L T N.'4'.'I 1O1M.RII�GFlN1PlGA>3� - - TEL 1.31 '754-5555 GROUND SNOW LOAD 45 PSF. WEATHERING SEVERE • • • 1 1/4" x 20 GA. GALV. STRAP 1 1/4" x 20 GA. GALV. STRAP FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" fweberarchitectsyahoo.com ----------- .'.'.'.' • w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY • EACH END sld" O.C. EACH END e16" O.C. BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT SEAL: WIND SPEED - 130 MPH I I/4" x 20 GA. GALV. STRAP ICE SHIELD UNDERLAYMENT REQUIRED - YES • w/ 5-8d COMMON NAILS TO I I/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B '.•.•.'.'.'. FDN. 910 O.C. w/ 5-8d COMMON NAILS IN • • • • • • • • • • EACH END g16' O.C. • • • • PROV DE 8d COMM N NA 4" O.C. • AT ALL HIGH PRESS ZONES PROVIDE 8d COMMON NA S 4" O. NOTE: HIGH PRESS RE ZONES ARE ALL AREAS DESIGN CRITERIA: AT ALL HIGH PRESSURE Z ES <EeBrow 4'-O" ROM ANY RI GE, HIP OR GABLE END DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME NOTE. HIGH PRESSURE ZO S ARE NLL AREAS CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. 4'-0" FROM ANY RIDGE, P OR GABLE END -------- "Ydf • n ------ 2'-O" MAX. , . •,�' 2'-0" MAX. WINDOWS - GLAZED OPENING REV.: JUNE 22. 2021 2 3d COMMON DATE: DEC 28. 2020 NAIL3 TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE SCALE: AS NOTED .. PLATE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT o� RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS JOB NO: W20190'1 O O mG' OF 1/16" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING LAN- ` n PROTECTION. ATTACHMENTS SHALL BE 2 1/2" #8 WOOD SCREWS, 14" OC DRAWING NO. M.T.SJ �y� : �, FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' GARAGE DOORS TO BE RATED FOR 130 MPH WIND LOAD. COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR A 9 OF A9 ELECTRICAL FIXTURES : APPLIANCES : ELECTRICAL NOTES : OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRACTOR OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): I- RECEPTACLES t SWITCHES TO BE "DECORA" (LEVITON), WHITE. I- CHANDELIERS (DINING, FOYER, ETC.) FREDERICK I- RANGE: (8) BURNER DUAL FUEL, 48", BURNERS- PROPANE, DOUBLE OVEN- ELECTRIC 2- DIMMERS TO BE "DIVA" (Slide Control), WHITE. 2- KITCHEN PENDANT 2- WALL OVEN: 30" ELECTRIC WALL OVEN, 30 AMP CIRCUIT 3- ALL RECEPTACLES TO BE MOUNTED HORIZONTALLY AND CENTERED IN THE BASEBOARD. 3- WALL SCONCES ROBERT 2- MICROWAVE (OVER WALL OVEN): DEDICATED/GROUNDED 15 AMP RECEPTACLE 4- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. 4- SURFACE MOUNTED CEILING FIXTURES WEBER 4- REFRIGERATOR: 36". DEDICATED/GROUNDED 20 AMP RECEPTACLE, (HIGH) 5- ALARM CONTRACTOR SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE, HEAT, CO AND LOW TEMPERATURE 5- ALL DECORATIVE EXTERIOR FIXTURES 5- DISH WASHER: ELECTRIC t PLUMBING DETECTORS PER CODE (MINIMUM) AS WELL A SECURITY ALARM SYSTEM. 6- PATH AND POST LIGHTS 6- BEVERAGE RERIGERATOR, 24" WIDE/UNDERCOUNTER, DEDICATED/GROUNDED 15 AMP RECEPTACLE 6- AUDIO/VISUAL CONTRACTOR SHALL INSTALL AND WIRE ALL COMPUTER (CAT 6), CABLE TV OUTLETS, I- CEILING FANS (To be Mounted on Bracket Spanning Joists) 1- WINE RERIGERATOR, :2.4" WIDE/UNDERCOUNTER, DEDICATED/GROUNDED 15 AMP RECEPTACLE TELEPHONES AND INDOOR/ OUTDOOR SPEAKER CONNECTIONS. ARCHITECT 8- ICE MAKER, 18" WIDE/'UNDERCOUNTER, DEDICATED/GROUNDED 15 AMP RECEPTACLE -I- ALL WIRING FOR OVERHEAD DOORS TO BE CONCEALED IN CONSTRUCTION. ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: 9- KITCHEN HOOD: 48"WAB"Hx24"D, CT EXTERNAL BLOWER, 900 CFM 8- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE. I- ALL PORCELAIN FIXTURES 10- WASHER: FRONT LOAD 9- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO"), 4"0 HOUSING t TRIM (White) Il- DRYER: ELECTRIC DRYER 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS (WHITE). 4- UNDERCABINET KITCHEN FIXTURES (LED STRIP). 5- BATHROOM EXHAUST FANS -____________________________________________________________________________ / � I / -_----__ --------___-- To DockW 1I L--- � / .............................................................................:............................. Hose Bib Bromic Ele tri I I \ \ IBjomic Electric Ceiling Heater i 1 Heate I _ ________________ I ��\ �' f GFI ; GF �v I �-I'� ----------- �.11� -- / I I n er ............ ..... ........... .... ---- -- I- - ------ I OW ---- ---------- - I \♦ I ��\����`�����\�� �' � ��� �/ \� �\�\ � /�,���/'��\yIII�t�, I,' 3 4 -`-H-'G-�F-I--,- Remote ed Shadesontto Hot Wat L -- ----------•--------- II II1II 01 Dispense IIIIIIII IILIIIIfIII __ --- ---� -- --- ---JJIIII1IIIIII IfILI1IIIIIII --- ---- - IIIII1IIII III1IIIIfII '�' IIII Oe, C�- r-�e-r ------------- ----- ------------ elda Chandelier .. ..... ...... ......... ......... ............... ...... . .... ------------ . 1 1 rt --- ----- ---------------------- IFIFIltIr I I IB \-\- 0 � ' IIIIILIII --j 'urface N \ VA- -------------------------- � Nwr1�1 BILE�11III1I1fII - III1IItII - ---- -DElectric RSpIIdln�rak'n�- -_ Flo r -- ------ iI ••. ___ fIII1 ��-- -----®--� 11 1IL-oo--------------Ti------II-----13-------------------------- ---- Heat Uner Ref. Wine I (Bev. ID ----------, r- ------------toc:-r- _n-------- -- Tile '•M•. 1I� fI1 II II 0I ,1 q`C / i i i IIIII CIAL OUTLET GCDRAWING GW UN TITLE: OFFfCE UT \ 1 I M4drom t a ie Pic NE DST E - GFI GI V IFIPOesk Pi II �----Hot Water To ------- ELECTRICAL Or L L c or Surface 1ST FLOORHo :JS Dispenser C I W.P. W.P- 9esk -Turf ace 4f.& Surface' Surface T Bs t. Access; 2 Wat r for F GFr ace NL . --------- ----- o 2 Fl orIce Maker ---- ------------ Do Surface CQ 3 4 JOB:3 04& IF GRAYL----- ------- 6- Pc NL Surface RESIDENCE D Up ELECTRICAL SYMBOLS 850ABORANEGF 0SU I I1R4 D0 )W SYMBOL DESCRIPTION ------------- Surface 4 rface TOWN OF SOUTHOLD0 DUPLEX RECEPTACLE .. . .. .. & V Surf ace SCTM# 1000-118-05-05 .............. C DUP.REC.-WATERPROOF0 lectric Radiant W.P.To Bsmt 0WP Heat Under Bathroom T e GF1 DUP.REC.-GROUND FAULT ARCHITECT: -FLOOR DUP.REC. Be U DUP.REC.-(USWITCH OPER. FREDERICK R. WEBERS F� GFi 41 EAST MAPLE ROAD Above SPE Coq6te Remote Controlled Shades Hose O SURFACE MTD.-CLG. 52 NOYAC PATH I Shades —Bib — --------Ovhd. emo ° WATER MILL. NY 119Z1. I1I I1 II rII ---- n ° cc Shade5i 19-Door 4) �G I (P OF, E MTD.-CLG. (Porcelain)SURFAC RECESSED-CL . TEL L31154-5555 J For weberarchitect gafioo.c om Hose To Path/ 1­0 WALL MOUNTED 240Y Vacuum Postght60 Amp Electric Bib . I11IIttt1I11 �V_ehoi�c_le—Charging g •• (� LL� IiIIIII1III O(30D© DUP. FL OOD SEAL: ------------ -- O4 RECESSED- DIRECTIONAL SHOWER LIGHT (Wet Location) Ovhd. MARCH " 23�,/I2022'- O Door 0- UNDERCAB- FIXTURE MARCH 9, 2022 FEB 14, 2022 NIGHT LIGHT (DOOR 4) JAN 12. 2022 PICTURE LIGHT DEC 11. 2021 KEPT 21, 2021 AUG 31, 202 1n EXHAUST FAN JULY 18. 202 " 1 � JULY 9. 2021 ELECTRICAL PADDLE FAN JUNE 22. 202 1 JUNE 8. 202160 Amp Electric Veicle Charging SPEAKER MAY 8. 20211C FLOOR APR 5, 2021 DOORBELL/CHIME V 46I FEB 25. 2021 O CABLE VISION REV.: JAN 14. 20211/411 '---------------------------- ------------ -J COMPUTER (Cable t Phone) DATE: DEC 28, 2020 0 THERMOSTAT SCALE: - FAN/LIGHT JOB NO: u20190ZPLUMBING NOTES : SMOKE DETECTOR I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. co CARBON MONOXIDE DETECTOR DRAWING NO.2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. SWITCH 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. 4- ALL DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST-IRON TO REDUCE SOUND LEVELS. SWITCH 3-WAY 5- ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT-OFF VALVES IN BASEMENT. 6- ALL SINKS ARE TO BE UNDERMOUNT SWITCH 4-WAY 1- PLUMBER TO PROVIDE "T" CONNECTION IN MECHANICAL ROOM FOR IRRIGATION SYSTEM. COORDINATE W/ SWITCH W/ DIMMER IRRIGATION CONTRACTOR. 8- PLUMBER TO RUN AND CONNECT PROPANE PIPING FOR BOILER, RANGE, GRILL. AND GENERATOR. $ W SWITCH WATERPROOF E I JS JAMB SWITCH KEY PAD OF E3 FREDERICK ROBERT WEBER ARCHITECT ----------- }----------------------- -------------------- ---------------------- ----------------------; •.., I I 1 I r-----, .•1'� I I I I I I 11 II II II t l I I I I I I r— I 1 1 I I I I I11 r—TT--------------I--___----____----, II — ------------- 11 , �—TT------ ------- TT— h�1 1 — ----------------------------- II171 11 1 1 1HK 1 I L_ - i 1 III I IW III I III 1 T I 1 1 I 111 I III \ III I III I I 1 1 I •. III I III .• / III 1 III 1 I..I 1 I I •'•.III I III••' \ ''•. III III .•'' 1 1 �' 1.. I I i•1 I t•I'I III'•. III /�� \ I n Fixture Top of tarts\ III •. .-' III � 1 Switche w/ \ III Upper nk Surface t l y// Will Mounted TV VI TV 0 L ht/Recept le ��I Surf a III I 1 �. .------------- :/---�--- I t l l VI I I I III —————————————— --�------ I I I I All Surface Lower f Each Bunk TV Wires II�\ III I I 1 1 I III / I MV Wires Bunk Not Pulled III \ I I I 1 I I Not Pulled 13u kr Through Wal� I I I III I ./ 1 Through Wall III \ .•' I I ` --'I I I I I III I , 111 TV O I III \ I I I I I 1 I Il' `11I TU Wires N t Pulled I Surfa �� III. \ 1 `•.II I rough Wall �••� I III I / III � 1 � •.•��� \ I � i�•.. 1 I • I .•'' III / III '••. :" •. I \ I 1 i =------------------- 111 / 1 I III \ III I 1 • 1 r------------------- 111 III \ i I D ---- G �------ II t III I I pI II — ---------------------------- r ----- \ i----- i t----- �\�. I I � .• It 1 ; ----r- --- ---------------------------- - _ --- --------- ---- ii `.�� Su ace 1 r------------------------------------- I I I \ I t O 1 I 11 \\ \ I ------------------------------==------1 I -------r-�---- I t / I 1 \ \ DRAWING TITLE: ( 1 1 I I \ 1 I , 1 Surface Surface I 1 1 \ \ l i i i I I i 2 Surface `� 1 \ \ ELECTRICAL rO ► ` I urf e _______________________ 2ND FLOOR --TT T-------- t I I I I r------- I -- --——� I I I \ e Surface) / I R ce tace T I t I To I�t I I I in Dr wer 1= o I I �Ioor1 I /in Draw 1 1 . Pic 1/ it cU +— — — N L 3 yr I ------- 1I Receptacle I p p \ �.�" 1 ° CP y. I �. !, \ in Drawer 1 4i NL\ 4 4 \\ i' 1 CoO Plc i NL ,'I 11 1 JOB: I I I ♦ I �1-- - — ——————� 1, I / Switch/Power i -'•.. / III •.•"• I •• •• � for Chand. t i 1 I I ---- GRAY �/Cfiandelier I 14 1 RESIDENCE II -------- ----L------ ------I---- -- — — --------------- � .........I............,,,........ ..........................I............. . ... / .j 11 1 n 18R / . . III'••. 1 \ ELECTRICAL SYMBOLS 350 ABORN LANE (8510 NASSAU POINT RD) I \ i i i i I III i i SYMBOL DESCRIPTION CUTCHOGUE, NY 1 / III 1 I TOWN OF SOUTHOLD To Ist -- - ° , Ill 5urface� i i 1 DUPLEX RECEPTACLE SCTMS 1000-08-05-05 ----- ------- 1I __-- __✓1 1�_____-- IFloor 11 I 1 W.P. DUP.REC.-WATERPROOF III ..•' I •. II t 1 1 I I - 1 111 1 11 I i GFI DUP.REC.-GROUND FAULT Lj/I I I ARCHITECT: I I 11 I II I 1 1 1 t 1 1 1 I I I Receptacle Pin Hole I I ► I I ® DUP.REC_-FLOOR I I I I I \ I I I I I Above Window DownLi hts I TV III III I I FREDERICK R. WEBER I I I I \ I I Cha Tier 9 0 I I I I Seat I -. III I l t .:''• I I Qr DUP.REC.-(USWITCH OPER. 1 1 Leave ire 1 1 Leave ire \ t l I I I I III. t 1 1 I t 41 EAST MAPLE ROAD I I or Rec tacit reface fort Re eptacle \\ I _____ I 1 NL I I I•I I I 1't•I 1< _L___— 1 C� SPECIAL OUTLET GREENLAWN, NY 11140 Coiled Po Iron ClIled o Positio \ T- I I 1 III III 1 -------J I I In Or bove In r bove T- 1 D I I I I III t I O SURFACE MTD.-CLG. 52 NOYAC PATH 1 I Future abine� 1 Fui�ure ebrnet \ I I I _..! ..............................................................!. I11 I III I 1 ( WATER M NY 1191E I 1 I I I f...................... .....................:..:.............................................!..:. I I I 1 �------- -------J OP SURFACE MTD.-CLG. (Porcelain) MILL.I ..................... .. I I I I I �' 1 I i�'•. I I' I' RECESSED—CLG. TEL L31 154-5555 r 1 1 j I 11 ----__- ��----------------------J L---------------------------------_ 1 IO WALL MOUNTED fweberarchitectsgahoo.com _-- I DUP. FLOOD SEAL: 04 RECESSED- DIRECTIONAL SHOWER LIGHT (Wet Location) MARCH 23, 2022 (2�_ UNDERCAB. FIXTURE MARCH 9, 2022 FEB 14, 2022 fpce o NL NIGHT LIGHT (DOOR 4) JAN 12. 2022 �—\—--——-I ---- I I [ DEC 11. 2021 I I -------- T ----- Pic SEPT 21. 2021 1 \ 1 1 0 EXHAUST FAN AUG 31. 2021JULY 18. 2021 I \ 1 I I y JULY 9, 2021 ELECTRICAL � PADDLE FAN 'P� JUNE 22. 2021 sP SPEAKER JUNE 8. 2021 2ND FLOOR O MAY 8. 2021 ® ® APR S. 2021 DOORBELL/CHIME I I t 1 1 FEB 25, 2021 I ! I I I I i I/•��� — I'-O" O CABLE VISION REV.: JAN 19. 2021 L____-___ --------J C O COMPUTER (Cable ( Phone) DATE: DEC 28, 2020 rQ THERMOSTAT SCALE: FAN/LIGHT 0 SMOKE DETECTOR JOB NO: w201901 �co CARBON MONOXIDE DETECTOR DRAWING NO. SWITCH 3 SWITCH 3-WAY 4 4 SWITCH 4-WAY 40 SWITCH W/ DIMMER E2vl" 4 W SWITCH WATERPROOF JS JAMB SWITCH KP KEY PAD OF E3 FREDERICK ROBERT WEBER ARCHITECT r--� r--:-i r---1 I ♦----- I i-------4 -F----- I I -----------------------------------------------------------------------------J L____J L----J L---------------_- / I / - I I / I L--------------------------- I 14 _ / I F-1 IIF I r------------ ---------- r ( I I I I GFI , 1 ----------� I I , 1 , 1 I I I I � I � Jr--------------� 1 -------------- ----------------------J ---- I I ' - I ----------------------------- I I I I ' I I , Li UNEXCAVATED I — -t—•—•—•—•—•—•—•—r u v i i 1 L--------- -------------------------------� I L- ' --------------- ------------ 1 V GFI L L J I GFI , , 1 r 1 l I ❑ I I ( I W -------------- p `------------I- 1 L_----� I 1 P I P I I III I l 1 1 1 I L_ III I I • • , I I l ► I I 1 , I L --,� , 1 r-----� 1 1 11 I I 1 1 '----------------- I I I I I L+, I I r------------------�-J I I I I I I ----- -J I 1 I I I-----_____- rLJ - r----, , --Ilr--i ........................................................................... I I I I I I I \ :..:. ..........................................................................L.+. :. : I 1 , -� —, - - - - —0-- - - - 1- 1}'•—I—•—•—•—•—•— �' gill \ \ DRAWING TITLE: L_ III J L____J �Ir— I I 1.11__J L__ ELECTRICAL CO ( r tt-� III I , L_--- - r==--------------------------+ - ' e � , , i l BASEMENT cl� III r-1 III I I `N'GFI LipT77 III : I =7-___-_' jt( }�- - - - 111 -�- 1 III I Ll' `.` III I [1J---I-= ir-•—•—•—•—•—•—•—•—•—• r I O ,I, I I I I I 1 I I I I _ I I I� III I I I I I , III I II ' I I I I I I I I II II ii I I I I I I 1 I I T I t P r _ ,I III / :• / FI or I I I .......... ...... �- I -� ...�_•- - - - - - •. III �� (� I I III :P r—m---- / JOB: I I I I 111 III `I1'GFI I __________-, III III L----J I � • I I L-' � I III � ' III I I -`----------��- Jai GRAY I I '-------------- I r- r----� r ' I �.� I -I i---- I I I 1 1 -III- 1 COOe FI I 1 I I I I i „-' •,; U-1 , RESIDENCE /��`'�� ELECTRICAL SYMBOLS 350 ABORN LANE UP (8510 NASSAU POINT RD) -1117- CUTCHOGUE. NY 1 ,I r— I , SYMBOL DESCRIPTION �---- --- --- -------dh- I P I 1 1 TOWN OF SOUTHOLD 1 1 1 III ----- ---- ---- I I DUPLEX RECEPTACLE — - To Ist — — I I I SCTMu 1000-118-05-05 -'FTooF- - ________= P 1 I I W.P. DUP.REC.-WATERPROOF 1 1 II -- - �----------------:---- ---------- P 1 I 1 , I I 1 I "' P ndlrect I I 1 1 GFI DUP.REC.-GROUND FAULT I n1 I ARCHITECT: 1300 Amp „I Water II I 1 I 1 I ► I ' Electrical III Heater II I I I I t 1 ® DUP.REC.-FLOOR I , , , j , j I 1 1 ji ----------, r-------- DUP.REC.-(I)SWITCH OPER. FREDERICK R. WEBER 1 I , 1 41 EAST MAPLE ROAD Water Propane 11 I , I I Sew SPECIAL OUTLET GREENLAWN. NY 11140 1 I 1 Fired 1 1 E for I L__--yCGFL___J II I 1 r---- r--------J 1 1 1 L________________:-____-----__-_--J 1 t O SURFACE MTD.-CLG. 52 NOYAC PATH WATER MILL, NY 1191L I I 1 _ i Boiler ii 1 I Sanitary ,p� -j ' O p SURFACE MTD.-CLG. (Porcelain) SFF------- I L-----------------� r---------, r---_---7 r---------� I RECESSED-CLG• TEL L31 154-5555 1 1 I ---------------J fweberarchltect9gahoo.com I i 1 i I L------------------ I i-------i I L---------------- i-O WALL MOUNTED L-----_-I I CC DUP. FLOOD L-_J L-_J SEAL: RECESSED- DIRECTIONAL I I SHOWER LIGHT (Wet Location) I j C UNDERCAB. FIXTURE I ' 1 I NIGHT LIGHT (DOOR 4) JAN 12. 2022 1 1 I I I PICTURE LIGHT DEC 11, 2021 SEPT 21, 2021 AUG 31, 2021 ❑ EXHAUST FAN 1 , JULY 18. 2021 JULY 9. 2021 I i PADDLE FAN JUNE 22. 2021 JUNE 8. 2021 I SPEAKER MAY S. 2021 DOORBELL/CHIME APR S. 2021 I 1 ' -----------------------J I FEB 25. 2021 O CABLE VISION REV.: JAN 19. 2021 ' ------------J COMPUTER (Cable t Phone) DATE: DEC 28, 2020 THERMOSTAT FAN/LIGHT SCALE:KPI Q SMOKE DETECTOR JOB NO: 401901 ELECTRICAL Oco CARBON MONOXIDE DETECTOR DRAWING NO. $ SWITCH BASEMENT $ 3 SWITCH 3-WAY 44 SWITCH "l-WAY 1/141, - 1'-011 (&,v o SWITCH W/ DIMMER E 3 $ w SWITCH WATERPROOF JS JAMB SWITCH K� KEY PAD OF E3 FREDERICK A ROBERT Al WEBER 12'-0„ ARCHITECT FUTURE OPEN PORCH SCREEN PORCH LxL Pressure Treated Lxk Pressure Treated Post, Encase in Ix10 Post, Encase in Ix8 "Versatex" Trim w/ Base, "Versatex Trim, Bolt to t Cap, Bolt to Found. Found. Wall, Strapto Hdr. ---Wall, Strap to Hdr. (Typ.) .---------------------------- -------------------- ------ ---- --- ----=------ ------------------- - B \ (3) 9 1/2" LVL Hdr. (3) I/2" LVL Hdr. (2) 9 1/2" LVL w/ (2) 3/4"x9" Stl. E Hdr. (3) 9 1/2" LVL Hdr. (3) 9 1/2" LVL Hdr. (3) 9 1/2" LVL Hdr. j ,c\1 \ — — — — — — -— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I_- - - -- ------------------------- -- ----------- --- -- ------------ -- ----- i ��• , / ------------ ----- I--------------------- - ----------.---- ------- --------------- ------- ------------ > I //Z/ \\ o I (2) 2x4 uo Roof w/ Studs (T Roof wl yp.) 8 Pitch/ 9i\\\\ 3 I/2 Pitch u (3) 9 1/2" LVL Hdr. s 1 ° I C) ----------- -----------------, \ I X x03 Provide 1 1a nnection Column _ / x N X - - g C Co u n / = xl 1 2 O R.R. 14" oc s-- \ �. / 2 � I,� (3) 9 I/2" LVL Hdr. 2x10 R.R., IL oc \o �� ,I o � � o � g „ „ „ , ry 1 0 / l �,-, _ _ to Girde( IUse 5 x5 x3/8 � � I �p (�J�k� oc \\ // '1'+ ��F I' I= c i o �, ! cv Column to Add Lateral Strength) /k�i= x /' a-- I \ I I 'u, ,Vo \\ // II i x I i See Anchor B tDetails //' /. / I \\ 2x10 CA 19" oc L-------------=--------------- - � > 2 10 R-R., 19" oc / 2x10 R.R.. IV, oc II 1� Ridge - i W 12x22 w/2x6 op E (Coop) / _ ( Coffer Beam �\ (3) ll �/ " LVL (3) 9 1/2" LVL Hdr. / 1 Ooo. ....... ..... ........ ea ----- - --� ------ - - -------- _ 0o u, II \p���� \ y/p I �`=' � .% I (2) 11 1/8'_ LVL F.J. -------------- � _ ------------------ '2 �� 5 I (�') Il 1/8 LVL Fes). w/ 12) II'x5/B_StI_R _- - + I Steel oe, , \ o I ° / \ +/ �k�0 1 I III I I I 1 (Steel Girders ' I \b u \` III ° �� o 1 I Steel Col., I I I I Bolted to Stl. - �o ° I' 1 �0 I : III I I I I Columns, T ) `y�� ry\!eo, ' Il l/8" TJI 360, 16" o.c. I iI II /8" TJI 560, 16" Io.rV. III 9P II 1/8" TJI 360, IV, o.c. o /./'� _ / J I 'I I I III i o \ O n i r n ♦ / 1�'-'I c ��` //// �' 6„ , 14 -6" 1 I L II'-O 6 _L I L" 14 .L" i4 = \��� 15'-8" _�/ L„ 9" I ' __-_ --i Coffer Beam I Coffer Beam - 1 \ ------ - cv ♦ 9/ \\\ / O ��� '1 /�/ O , I IL----------=-- ------- r----------- IL--------------:----------- ♦ / x �� 0\\//./ �' Overla i i ' o It----------=-- -------� t-----------i� .L-------------- ------ -- ---I j \ // 2x0 R.R., 16" oc 1 �n Roof y `1 I I I o I I OC cn \ L� \\\\ / \ ' (3), 1/2"LVL Beam o/ (2) 3/4. x 9' Steel E (Flush) � ---_-' i yl I I I I III q r ---------------------- ' \ O i .................. I I I ......... O I I III i I "' - " Hdr.,,- I•I .. ... ..................... ......:... ............ . �.:.I.... :. ...7.. ............... .......I...I.................................t�I. .I................................................................... .........I.....r...I. . .... ......... \i_---(3) 9 1/2-LVL s 11, O ; I III ao I I F°I it III 2x10 R.R.. IL oc I I ? III O ---_ i xi II I I X I 1 r cv I - \ 0 I 2x10 C.J., 16' oc 1 = I•I J �I 'I I I cvl II \co,/ __--___ \C� I I Coffer Beam _______ ______ 1 I I I I Coffer Beam Ge�/ \\79 t ------ I-�-� 0I r------------- ql r-----------� Ir--------------;----------- 2x10 R.R., 16" oc \ 1 i xi '1 � t I XI •I i // \ 1 IF] I D 19 /�� LxL Pressure Treated I I II -i/8" T,�I 360, 16" o.c. i Il 1/8" TJI 560, 16"1 o1c. I 11 -1/8" TJI 360, 10 o.c. /� Bearing Wall (2) 9 1/2" LVL \\ Post, Encase to Ix8 I I'I i! wi I 2 — -——-- atex' Trim, Bolt to ----- -----{-I---------- � - 1....... III --- --------------- --- ---- �oT.,------ 1 I --------I-�------- -------Found_Wall._S.trap_to 14dr_ \ I i 1 (2) 11 1/8" LVL F.J. III o(3) 9 I/2" LVL Hdr. i3 9 12" LVL Hdr.-- I I 2x35 w/2x6: Top I? (Drop) I I---- J IL Co - Beam-------------------2x10 R.R., IC oc --------- --=- 0 o ng e U7P 1 -----------i i ------------------------- �� rY . \ _� DRAWING TITLE: i2x10 C.J., 16" oc i cn D 1 j o i . �_ ( ---- y I 'I ■ I III .. _ °° _ _ :a Al 2ND FRAMING o III`\ N s ci `9 \ I i II r v I I 'Ix4xl/4 I cvI•I r--- 1 ( Steel Col., `----- she.' e��a� (1ST FLOOR) (2) 11 1/8" V J. I i > 11 BearingWall: (2) 11 1/8 LVL (Flush) III I �. _ Attic I - - - l I \ = i ao I O t I I Ix I I x y cv1 . ccess N iv III I/8, JI! 16" o.c. :I I r r II r in I I I 1 I u i .I O I 1 - x \ �� I I I I I ------- ------ .. II i I I I I t I I I .•-� •.. I I I11 1 I (2) 16" IL'VL ( nder Dormers) I P2) II_1/8 �/L F.J. _ __ 1 (2) 1l 1/8" LVL F.J. `� II i A(2 F.J.1 7717 ___ ______ I I I I•'' :. I -, n' , \ / r I r= ------. '7 X 11 11/8" LVL Ridge -- ----U cv / ;,, --1-------- JOB: i I >II1: II -1/8" Til 360, 16" o.c. �� II 1/8" TJI 5601 16" o.c. GRAY NIII: � II I -- (2) 11 1/8" LVL F.J. ' RESIDENCE I I I 16" TJI 560, 16" o.c. — — — — — — Dn —U —oo 1 II o o (850�BORS U NE POINT RD> y ,/ CUTCHOGUE, NY , a I I ________ ___ I i I I = 0 = TOWN OF SOUTHOLD I (3) 16" LVL (Under Dormers) __ _------ I II `Q O O O SCTM# 1000-118-05-05 -=- _--- ------------- ---------- --- - - X I 1• I I 1 I I = 1 I (2) 9 1/2" L L Hdr. (3) 9 1/2" LVL Hdr. (2) 9 1/2" LVL Hdr. ,`, ,� Overlay El I I I I I I I I o u I � t, r I R_r•:'�.I.k•+1 Roof I 1 i I 1 I i ? 1 ° L_J `� L_J Il �/8" TJI 360, 16" o.c. \0'/�.ei I' I ARCHITECT: rn S o Iry > I! I I I I U (Li U u 2z10 R.R., 2xI0 R-A. FREDERICK R. WEBER 1 J I( I I I IV' TJI t60, IC' ox. I I °" I I `f' � / 2 \ ' 41 EAST MAPLE ROAD I I I I I I axo axo O (3) 2xl IHdr. (Plus 1 GREENLAWN. NY 11140 Oi 1 r I �... ..= I...................................................... I — — I I cti cv ry cy , cn I / 2x8 C..�., 16" oc \........ I I I I ---- ,/ \, ----_--J _ ' 52 NOYAC PATH m i i (2) 9 I/2" LVL Hd i _ _ — — —_— _ _ __ _ _ o WINDOW N* WATER MILL. NY 1191L u1� IV � 0� SCHEDULE I I I 1 I I : ------------J - � (2) 9 I/2" LVL Hdr. ``� I 1 I I 1 I r--- (3) 11 1/8' LVL Hdr. Area 1 1. L I -J : I I I „ I'-O' 6" 15'-0" L„ _0• ; Unit Model # R.O. Opng Egres fweberaL3lt G5�A�55� 1 I --I I -- I ► (2) 9 1/2" LVL Hdr. (2) 9 1/2 LVL Hdr, (3) 9 1/2" LVL Hdr. 9 t I r- q I I I (2) 2x4 ® ADH3250 3'-2"x P-O" Yes (3) 16" LVL (Under Dormers) I I �- " 15'-6" 18'-0" 15'-L" Studs (Tgp.) SEAL: ===========� I 1 I I 1 I I PROVIDE "SIMPSON" HDU2-Z HOLD-DOWN FROM STUD WALL/ ALL PL 1 II I I TO FOUNDATION WALL Lx Pressure Treated B 1 I I 1 I I 1 Po t, Encase in Ix10 © APW5058 5'-O"x 5'-8" No I I I" i I i I I = i PROVIDE I/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WA L "V rsatex" Trim w/ Base. 2ND FRAMING y0 Al 1 I I 25'-0 I I t ap, Bolt to Found. 'P 0 APW4010 4'-0"x T-O" No 1 � I• Wa I, Strap to Hdr. (Typ.) ( IST FLOOR ) .S, (DOOR u) JAN 12. 2022 > I I ; I E APW4458 4'-4"x 5'-8" No I I I O DEC 11, 2021 j ' 16" TJI 560, 16" o.c. I I t *' A SEPT 21, 2021 1 021 �1I i I I i i a- FRAMING MOTES: �/�{�� _ ��_O�� F APW4050 4'-0"x P-O" No JUG 31. 202 O JULY 18, 2021 C n,I I I I I I I I I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- ARCH STRUC URAL GRADE No. 2 OR BETTER JULY 9, 2021 L I I I (3) 16" LVL Under Dormers) I I I C O ADH2858 2'-8"x 5'-8" No JUNE 22 2021 I_L __ J I 2. ALL SHEATHING TO BE APA RATED. EXPOSURE 1, 5/8" MIN. THIC NESS OR AS OTED. ., „ I _______�__ ___$===______:-=======--------r====_- = I Al Model Numbers Refer to Andersen A-Series, PG50, JUKE 8 2021 Al I — _—_ __ ___ _______ _•_______________— __—___J — I I i------ I 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSUR I, 3/4" MIN. HICKNESS. ALL EDGES OF PLYWOOD Low-E4 w/Argon Glass, Simulated Divided Light HO ADH2648 2'-L"x 4'-8° No MAY 8, 2021 I I• I --J I I 1 TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUB LOOR TO FLO R JOISTS. APR S. 2021 I� L i- i I IO i 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DO LE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. JO ADH3050 3'-O"x 5'-0" No FEB 25, I _ 2021 I I I ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2 8 IN L" WALL 0 AS SHOWN ON DRAWINGS- DOOR SCHEDULE REV.: JAN 19. 2021 1 i 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FL OR BEAMS AS ER N.Y.S. CODE OR AS NOTED 8 8'-0" O.C. KO ADH3048 3'-O"x 4'-8" No 1 ---------------------------� PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. DATE: DEC 28. 2020 (3) 9 I/2" LVL Hdr. L. DOUBLE FRAMING AROUND OPENINGS (Skylights. Stairs, etc.) OR A NOTED ON DRAW NGS. Unit Model # Width t Height O ADH2848 2'-8"x 4'-8" No 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTI IONS OR AS NOTE ON DRAWINGS. SCALE: O Front Doors w/ Sidelights 3'-0°x 8'-0' (Door) n/ O ADH2O50 2'-0'x 5'-0" No 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH R ED GALVANIZED M TAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. Simpson . Model 31508 (2) 12 x 8 0 (Sidelights) JOB NO: w201901 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING C DE AS A MINIMUM. AL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL „ � " " AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. O Andersen FWH1D54APRL 5-4 x 8-0 N AAN2020 2 -0 x 2 -0 No Frenchwood Inswing Patio Door (R.O.) 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EX ERIOR EDGES AND LD 12" O.C. INTERMEDIATE. O ACRD20 2'-0" Diameter No DRAWING NO. Q "Simpson", Model 31508, Left 2'-8"x 8'-0' (Door) O 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" Inswing, (8) Lite, (1) Panel, SOL OR APPROVED EQUAL. © ADH2840 2'-8"x 4'-0" No "Simpson", Model 31508, Right 12. ALL RE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, ® 2'-8"x 8'-0' (Door) GIRDER AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACT RER'S RECOMMENDATIONS. WEB STIFFENERS Inswing, (8) Lite, (U Panel, SDL © APW3038 3'-0"x 3'-8" No SHALL E REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR "ThermaTru", Smooth Star, , PERIME ERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MA UFACTURERS RECOMMENDATIONS. Model CCA260 (Garage) (2) 3-0 x 6-0 (Door) g ® ADH3038 3'-0"x 3'-8" No S1 13. ALL ULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. ACHINE BOLTS >s 24" O.C. "ThermaTru", Smooth Star, " „ O 3-0 x L-8 (Door) FCFW50 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. Model CCA2L0 (Basement) � (400 Series) I'-II 3/4"x I'-4 I/8" No R 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OF 52 O 0 FREDERICK Al ROBERT WEBER ARCHITECT B A-i - ---------- ------------------------ --------------------- ----------------------- --------------------- / / O Q \ N\P 1 1 1 1 (2)d2x T ) I I (2) 2x4 I I Stu s ( r I I I I (2) 9 1/2" LVL Hdr. yP I I (2) 9 1/2" L Studs (T L Hdr. yp.) I � Ridge - Irr--------------I----- -----------, f-TT------ ----------- ---------TT-, 1 t (2) 1/2" LVL Hdr. _i ( 1 1/2" LVL Hdr. - I ------ I w �P 1 I� III I III / \ III I III � I v 1 1 I j III I III A: 2 \� III 1 III I I J4 ••'�••,.. I� III I III :' / :' •R 111 I III I I W III 14'r6" 111 / 6" 18'-O° b" o=\ '. III 14'r6" ,,- • / • � � a'•: \ '. 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Overlay1 _4 Roof Il .—..4— Ili Roof I 1 \ \ 1 I I ( q1/ LVL1,1(dr. 1 �� NAP Al ROOF FRAMING (2) 9 1/2 LVL_Hdr. 2x10 R.R., Ib" oc 2 10 I Ib" oc III II1 1 Midge/ c I 2xl R.R., Ib' 1..........--------------------- �\ . 111 IIIz I 2xlo R ;./ _ _ (2N0 FLOOR) ------- _T I I 1 2x10 1 16" III = IIII o J I I Hip j I I r------- 1 a \ '. - III O IIII > ;I I -' I .Jt, Ib o I 2x8 C.J , 16" oc I 2x10 R.R. I oc i I IIO R.R7R1. iI j IaI (29 9 1/2" LVL I Hdr. Ol3) 2x10 R. (j3l RAO _ --_- ====�J �- \ T ______ - ------ -- _ -- -- - - I / tI I 111 \\ I- I I T III I I \�'' L 1 \ X I r (2) 2x10 Hd I x Ridge 1 �� /� 1 \lea/� I III n' I I \\ � I `.\\ ': �, I )�� ,_ O iii I ° I I{ I �•�•' JOB: t) I u III \ / I L n------- --- -� I I }� N _ ---- o \ J / o 1 x E ebrow x I U /III 1 y 1 4 -� - 2x10 (k on I \ n y nl �,: I I I o 1 L- =-------- -° ---J III o q F ---- 11 \+i 1 0 / �1 Roof Sheathing U I \ •w� I Window _ ill I I I I 11 I \O �, III > ( Overly ,\ _0 ` x ul^ nl / .` a I �I I RESIDENCE �u = \ I`L; I 2 y 1 : \ ° m x @,: Till I I 1 I GRAY Ridge 111 \1/ II e I Roof V (21 \ :� I fV Illm III N = / m I ml l I III ---r ---------OIL------ -------tu-B------- -------------- car------ \ > r- / III I 1 j I Din -� I III III I J Q11I� I uIIL 1 I I -' x II I 0 1\ 1 n x -' ISR \ I III__ (2) 2xI0 H r^ III t ? } / UIII.' I '1 I I 1 350 BORNNASS LI POINT RD) / \iy0 I1I U I , 1 ---- -= I - I •- 1O / : 350 ABORN LANE t' t u oo I I 1 eJs / I ♦ III cr u ao c` ::.•'} I \ i 1 III III 1 c\v of I I o a 1 I I l0 1 1 tI I ° cy II I,�� �_��•' 1 \ '� 1 ul nl 1 i:` �i i i cui I v1 11� I CUTCHOGUE. NY I : _ s III - = - - �M III t a- ..1 � C] I (3) 2x10_R11 '��/--_- I (33. Ic10 R.R.___ '� > I 111 `'' / iii > i i i i� i 1 TOWN OF SOUTHOLD I SCTM# 1000-118-05-05 T---- c=====__ _--------- = I i 1 2x8 C.JI, 16" oc I 2 9 I/2" LVL IHdr. � 1 I = I Pitched j i Cerlinq "� 1 III Pitched j I I I I I '- I I _ I Ceiling III Hgt. II-4 r l III Ceiling 1 I I I I 1 1 i ARCHITECT: I 7 I .. = 1 I I =1 III 1 1 I I L I I I ••. '..'........ I I (3) 1 1/2" LVL Hdr. I 1 1 1 - I III I = I L I R.R., 16" oc c~ 1 oc I I i I I „ I I I > i ey' I t I _U 1 1 y 1 1 1 ry 1 (2) 2x4 1 2x10 P.R., Ib oc 1 2x10 R. .h 16' oc I �� y I FREDERICK R. WEBER 1 di I I I I I Studs (Typ.) I III I III iv 1 , U 1 41 EAST MAPLE ROAD U I 1 1 2x10oc rn 2x10 R.R., oc j 2xlb R.R., 16" oc -----T_- i i III 2x8 C.l�., lb" oc 1 L____ _______; GREENLAWN, NY 11140 I I 1 tY � I I 1 1 i i i i iii i iii `= 1 �_______ _______J WINDOW SCHEDULE WATER MILL. NYH11914 I I � 1 �1 � I I I I :..:1..............................................:..:..................... 1. III I III .............................................. I I I Pitched � 1 Ceiling � j � I Pitched j l � � -� 1" Area t I Ceiling I Hgt. 9'-1"-1 1 Ceiling I I I I I I Unit Model t> R.O. Egress TEL 431 154-5555 ----------------� Opng fweberarchitecti gahoo.com I I I =I I I I (2) 9 1/2" LVL Hdr. 12) 9 1/2' LVL Hdr. (2) 9 1/2' LVL Hdr. (2) 9 1/2" LVL Hdr_ ® ADH3250 3'-2"x 5'-0" Yes (3) 2x10 R.I . i (3) IjRAO R.R. SEAL: ------= ------- © ADH3058 3'-O"x 5'-8" Yes _____== -----_ ------ 1 I __ ___ _______ �, ______ ______yT______ _ __ III \\\L 1 Nel%/ / 1 11 0= 1 I I B " „ III III \���� t J° 1 II u I •I 2 2 © APW5058 5 0 x 5 8 No PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL ROOF O Al II 1 11I +%1 1�/ 1II � 1 �I 'P�` OD APW•4010 "4'-O"x 1'-0" No I 1 - Ride 1 ` ' 1 Ridge - I I ( 2ND I l (DOOR u) JAN 12. 2022 III 9 UIII \1/ 1112 g III A J--• 00 / y 1. 1 --� ---------p-ur-----� \-----�I �----------- 1II A� Q APW4�f58 9'-�¢"x 5'-8" No DEC II. 2021 Ili �,' t `�+/o i11 CK U i i I/4„ _ I�_�„ SEPT 21. 2021 I I a � 111 ary / 1 \\ _ 111 ix o oxo III FRAMING NOTES: F APW4050 4'-O"x 5'-0" No AUG 31, 2021 III CI `�' III Ate°, t \ //� III _ O ry I I O JULY 18. 2021 C4 .0 1 II I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER JULY 9. 2021 C I - I� / I ` 1 - C O ADH2858 2'-8"x 5'-8" No 1. 1 (3) 2x10 RI. , (3), 10 R.R_ 1 'I JUNE 22. 2021 __ �� 2. ALL SHEATHING TO BE APA RATED. EXPOSURE I. 5/8" MIN. THICKNESS OR AS NOTED. Al �� _______ _______7�--==__�--____�,�_______ n� p,� " Model Numbers Refer to "Andersen" A-Series, PG50, JUNE 8. 2021 2x8 C.Jt 16 oc I I I 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4 MIN. THICKNESS. ALL EDGES OF PLYWOOD Low-E4 w/Argon Glass, Simulated Divided Light HO ADH2648 2'-L"x �¢'-8" No MAY S. 202 I I I„ I 1 I 1 TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. F 1 021 2x10 R.R., 1¢ oc I &IP R.R., 16 oc 1 1 APR 5, 2021 I I 1 ► I 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. JO ADH3050 3'-O"x P-O" No FEB 25, 2021 t I I I I I I ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4 WALL S 3-2x8 IN 6 WALL OR AS SHOWN ON DRAWINGS. DOOR SCHEDULE REV.: JAN 19. 2021 ------ -------J 1 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED ® 8'-0' O.C. KC ADH30.48 3'-0"x 4'-8" No PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. DATE: DEC 28. 2020 (2) 9 1/2" LVL Hdr. b. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. Unit Model t# Width t Height O ADH2848 2'-8"x 4'-8" No 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. SCALE: Front Doors w/ Sidelights 3'-0"x 8'-0' (Door) m/ O ADH2O50 2'-O"x 5'-0" No 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. ( "Simpson", Model 31508 (2)1'-2'x 8'-0' (Sidelights) JOB NO: w201901 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL "Andersen" FWHID54APRL 5'-4"x V-0' !�N AAN2020 2'-O"x 2'-0" No AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. Frenchwood Inswing Patio Door (RA)10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND LD a 12" O.C. INTERMEDIATE. O ACRD20 2'-0" Diameter No DRAWING NO. O "Simpson", Model 31508, Left 2'-8"x 8'-0' (Door) 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" Inswing, (8) Lite, (1) Panel, SDL OR APPROVED EQUAL. 'Simpson". © ADH2840 2'-8"x 4'-0" No Model 31508, Right 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-[-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, ® 2'-8"x 8'-0' (Door) GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS Inswing, (8) Lite, (U Panel, SDL ® APW3038 3'-O"x 3'-8" No SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR "ThermaTru", Smooth Star, , PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. Q (2) 3-0 x B-0 (Door) Model CCA260 (Garage) S2 ® ADH3038 3'-O"x 3'-8" No 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS a 24" O.C. "ThermaTru", Smooth Star, " " 11. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. © 3-0 x 6-8 (Door) FCFW50 Model CCA260 (Basement) � (400 Series) 4'-II 3/4"x I'-4 I/8" No 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. O n OF S2 PLUMBER CERTIFICA T/0A- 011I LEAD CONTENT BEFOR, PER�VrfCA TEOF 6CCUPA A- APPDfNVED AS NOTED SOLDER USED IN WATER DATE: l C B.P.# SUPP L Y S YS-tEM CA NN 0 T BY: EXCEED 2110 OF I% L EA D NOTIFY BUILDING --,:.---'ARTaE­NT AT 765-1802,' 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION PLUMBING BING 4. FINAL - CONSTR;� ' ')N MUST ALL PLUMBING WASTE BE COMPLETE A'WATER LINES NEED ft BEFORE COVERING ALL CONSTRUCTICr, .-;BALL MEET THE f�07ING REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF ELECTRICAL NEW YORK STATE & TOWN CODES INSPECTION REQUIRED AS REQUIRED AND CONDITIONS OF ---ie6l HOLD 70VVN P BOARD ;DO NOT PROCEED WITH 17 ��,�RAMING UNTIL SURVEY, SOUTHOLD TOWN TRUSTEES b�,,tOUNDATION LOCATION BEEN.APPROVED; ' Must provide Manuals OCCUPANCY OR D, J and S as per USE IS UNLAWFUL NYS Energy Code WITHOUT CERTIFICATE OF OCCUPANCY Blower door and ductwork testing required. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. All exterior lighting installed,replaced or repaired shall conform to Chapter 172 of the Town Code FI-TER CLOTH AGAINST WOVEN WIRE FENCE W/ 2"x2"x36" STAKES, 12' CC DRIVEN 16" MIN. INTO GRADE, EMBED FILTER C_OTH 6" INTO GROUND FREDERICK SITE DRAINAGE: ROBERT ASPHALT TRAFFIC STORM WATER POLLUTION PREVENTION WEBER Top Coat BEARING DRtt AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) Base GRATE FLOW 0 Z :, PIPE TRENCH CONSTRUCTION PHASING: A. B. C. D HOUSE, GARAGE, 4466 sf x .166' Rain = 142 cf !4) 8' Dia. x 5' Deep w/ 8,45 Cr = N _ � � DRAINAGE RING DRAIN TO I- INSTALL HAY BALE/SILT FENCE. Traffic Bearing To SLOPE `" 2- DEMOLISH EXISTING HOUSE. ARCHITECT PORCH t PATIO g p 2 z STONE 3- CONSTRUCT NEW FOUNDATION FOR NEW FRAMED DWELLING. E, F DRIVEWAY 4004 sf x .I66' Ram 665 cf (2) 8' Dia.' x 8' Deep w/ 616 of - BLEND 4- INSTALL DRAINAGE STRUCTURES AND NEW SANITARY SYSTEM = Traffic Bearing Top 5- FRAME NEW RESIDENCE AND INSTALL ROOFING AND SIDING. CROSS SECTION CROSS SECTION 6- PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURES. SILT FENCE DETAIL TRENCH DRAIN 8 DRIVEWAY House, Garage and Porch Roofs to have Gutters t Leaders INSPECT HAY BALE/ SILT FENCE WEEKLY Connected to Underground Drainage Structures yp. BUILDABLE SITE F,F:EA: 46,422 SF, LAND DISTURBANCE: 11500 SF 8'0 Ring: 41.25 cf/Ft of Height BOUND HAY BALE EXISTING CONDITIONS: SITE IS MOSTLY CLEARED IN AREA OF CONSTRUCTION t FILTER CLOTH AGAINST PLACED ON CONTOUR DRIVEWAY. SITE PITCHES TOWARD WATER. CLEAN FILL WILL BE BROUGHT IN FOR WOVEN WIRE FENCE W/ W/ 2"X2" STAKES (1.5'-2' SANITARY SYSTEM AS REQUIRED, BUT EXPECT EXCESS FILL FROM BASEMENT 2"x2"x36" STAKES, 12' CC IN GROUND) DRIVE STAKES AREAS AND DRAINAGE STRUCTURE WILL BE REMOVED. CONCRETE DRIVEN 16" MIN. INTO FLUSH TOP OF HAY COVER OR GRADE, EMBED FILTER BALE, ANGLE FIRST STAKE CONSTRUCTION ENTRANCE AND STAGING AREA WILL BE EXISTING DRIVEWAY AREA. TRAFFIC C.I. GRATE CLOTH 6" INTO GROUND TOWARD PREVIOUSLY LAID BEARING BALE REMOVE TOPSOIL O\/ER PROPOSED HOUSE ADDITIONS, SANITARY SYSTEM, SLAB PRECAST t DRAINAGE RINGS. STOCKPILE AND RE-SPREAD OVER COMPLETED SYSTEMS. CONCRETE CHIMNEY - - 6 FLOW DRAINAGE SLOPE ';'i ;� / j�; _ EXCAVATION/FIE W PIPE 11 — EXCAVATION FOR SANITARY t DRYWELLS = 100 CY I - W I m w w EXCAVATION FOR NEW BASEMENT = 330 CY I TYPICAL O I & BACKFILL OF GARAGE t PORCHES = 150 CY DRAI GE Ln > 1 CROSS SECTION FACE VIEW RING REGRADING AT AROUND SCREEN PORCH, PATIO t GARAGE = 15 CY RING > i ��"r HAY BALE t SILT FENCE DETAILS I I AAMa �" '1 I 1 I $'-0uW L I �WALK 2' CLEAN SAND LOT 102 DWELLING —__— GRAVEL FILL OQ W UBLIC WATER L— — —--—————J � � � w o _ G � rn .- EXISTING �P. 8�MON. 03')t00tt E �! ^� W .. FRAME TYPICAL SECTION �' DRAINAGE RING ['� f o GARAGE -19„x \ It � C AlN,N o f / 119.36' � N �Ja + 1 I I ; K ENC& 28.4' 6'FF 1 �+ .+ _ ( 1 I rFEIR 93. 15 ^ i a y0 24'x �� °o j ` I I / f I I -----� �, ASEMENT v` /' - MON�' x-13" ys �l�� 1 1 TIDAL WETLAND BOUNDARY I 1 I r' �Y BY ON PREVIO S / aO REMOVE 2.6'S N _.` ( { S I I 1 �'' s J. 1NGEG j f ____ -25"x ��o �,a �r� AS DELINEATED BY I 1 Q1 — 06 �! -OCT. 19. 1994 1 J i EXISTING I �` � I`�P DWELLINGS EN-CONSULTANTS / -L {—o°O IF- ' /o c•I I \ Q°P / 09-02-19 / a �' — j r' 1� ,_� ,' J A SHED i `° U/! ! V� D /PUBLIC WATER l � - - `i- - �- I 12.2' 1Q � EXISTING / �� ; ; ! �Q 1 Q s — — — — = — . �Mo�E _-, .P �i AL o I 3\ ^ I ___ / WOOD' TEST HOLE DATA — =— O� /' , /' //� / / � I ► \QIQ \ — r' . ..DECK• .. . �l I f ^ x w I D ov O / sjE Poi!(� °° :./ r / l Or %c AC Units a 50 '0 �, _ EL 20.1 _ b ��� /�, e / / c'f�o°� �� i\`B'xa` \x w � .,.. (3_xq')_ � `_.�eent Yar_---' � 1 `� - - rn Cr1 0 T c4 r I REMOVE EX3TiNG �'.. DARK BROWNr� I 10 SANDY LOAM / Ik i / '/ ,� `fi e o �6d cF / f r STONE DRIVEWA`K ; �� I O BROWN LOAMY SAND ' &r DRAWING TITLE: _IAlternat >t Control I C ) �'• / \ Replace Cur SITE PLAN � o�p��i" P\�`'\'/ "" ///��'•' �!r(; e, .M / ' c ^�' Panel'' �._/ ^ rn / / \ a Alon N s ., PALE BROWN / oo°, 0 "• ti S i ,��G / ` . I / I . I g sau < / F o ^ -1 ,� 0 A. 10 ti -��',� Blower N / I _ IPoint R d TO FINE COARSE / IV _ SAND ,i -r. / ��F,0r' 1` i / i r . ' x� ��:>� /� r 50 r �� , ; t�i'�., �c'J;' 'O r / . ti•. r I/A-OWTS .�' `O i , `, Q y• ��A���I 8,'.'.fir/ '-TREATMENT. I / 4 � / 'w ��, r C. TANK oopOO°�'om / �i oa on0000aoo , i iDIB 4i O REMOV� EXISTING NO JJATER \\ ,// // // �/I\ 1' ; % `/ r y ' 8�. ' / / STONE D�\VEWAY �` I'� JOB: 1l ENCOUNTERED LOT 101 RESIDENCE / I Q -';.' 8',. J e GRAY U.P. � Stone 350 ABORN LANE/ ,Stone` Stoop 1;`° ;^ � Abandon / I 8510 NASSAU POINT RD PROPOSED SANITARY SYSTEM `5`a \ , I I �OA� o`? �6 Existin 's CUTCHOGUE. NY II OS �' 3 \ c;� Se � ank o.�� / NEW I/A OWTS PER SCDHS STANDARDS DWELLING /'� x. ,1 I �PN,� P� t �) Wk eaching r'EF\l9 'r .ns / TOWN OF SOUTHOLD \ /' 1 , P90 F PROPERTY OWNER: - - - � / SCTMu ID00 118 05 05 FOR l BEDROOM HOUSE W/PUBLIC WATER a 0�' �� 1 / I� ® ; d^ ' NEW "FUJI-CLEAN" CEN-10 TREATMENT TANK PROVIDING ��`\ Outdo o "" r� r _ °� ( HEATH GRAY >� MOLLY R H O D E S Show � , y g1 ,- / 900 GPO HYDRAULIC FLOW (110 GPD REQUIRED) �r \ i y •^ NEW ASPHALT ® I /- SITUATE: CUTCHOGUE (NASSAU POINT) ARCHITECT: :r.. NEW 415 S.F. SIDEWALL AREA OF LEACHING POOLS I ( 2 i ,t, / �, / �\ DRIVEWAY Existing 1 / TOWN OF SOUTHOLD (2 POOLS, 8' 0 x T-O' DEEP) , tab j00 Gal.}............... , Test Hole �P SUFFOLK COUNTY, NEW YORK i \ i rP ne ;Tank ,', lIJ\� �� FREDERICK R. WEBER MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. ^�' - / V r r' ied)- I -' 1-� SURVEY INFORMATION: 41 EAST MAPLE ROAD \ I KENNETH WOYCHUK NOTE: / \ ��r i / / a+ i� D �`�°� ` �o�` tls�`' GREENLAWN, NY II140 \ r / \d �\aeG� Q O� AQUEBOGUE, NY 52 NOYAC PATH I/A OWTS TANK GREATER THAN 15 FROM SURFACE WATER nerator A s+ +19.0' / 9 `� P ot`` LEACHING POOLS GREATER THAN 100' FROM SURFACE WATER j I ®E) \o SURVEYED: AUGUST 14, 2018 I/A OWTS TANK t LEACH GREATER THAN 10' FROM STRUCTURE \ / El +19 2' ` - / / v �e�a�� P VACANT LAST REVISED: SEPTEMBER 4, 2018 WATER MILL, NY 1191E �. \ i / ") s Existing ` 0e +0.0' = ELEVATIONS REFERENCED TO NAVD of 1988 _ LOT 99 ° ,� / - NEW ASPHA T c I O: Water Tap fweL 1.31t 154-55 .5om / / DRIVEWAY _ I �'' ,' SCTM$t 1000-118-05-05 E1N-+21.0'- ICONCRETEMAX. TRAFFIC '�� // \\ / / �r1 �. r LOT AREA: 44A22 S.F. SEAL: CHIMNEY DEPTH RISER TO BEARING , z3 �' WETLANDS AREA: 210 S.F. (-) SYSTEM GRADE SLAB GRADE � •<<G + CONTROLLER/ EL +19.0' GRADE El +19.0 ,col ALARM 4"� APPROVED �,I BUILDABLE LAND: 44,255 S.F. (±) PIPE, 1/4" PER FT. 18' MAN E I " MAN OLE 24" MAN OLE MIN. PITCH 4"0 "APPROVED CONCRETE New / ZONING: R40 �: n ,, •. PIPE, 1/8" PER FT. COVER , MIN. PITCH - ' EE ! t E PROVIDE I V RT 9 I Frame �� DRAWING SCHEDULE YARoRsoN(PRINCIPAL SETBACKS) 1: / I'-6" Meter INVERT at HOUSE CLEAN OUT `` o� EL +11.5' » L I1.0' INVERT i Existing . sae .� 1 '. / INVERT _ Utlbty \o� SIDE (ONE): 5' HOUSE o EL +165' I I Pole DESCRIPTION SIDE (BOTH): 35 6'-5" I El +16.25 O 1 �Dc �e�\�tP REAR: 50' . .._. 5'-2" 04 -II I/ © ® -4'-II I/2 1 in I S 0e AI SITE PLAN LOT COVERAGE (ALLOWED): 20% (MAX.) "` ` ® i NEW i A2 FOUNDATION PLAN HOUSE: 2185 SF DEC 28, 2020 LEACHING i bye A3 IST FLOOR PLAN Disturb NOV 2, 2020 POOLS I t 2 GARAGE: 126 SF I I FRONT PORCH: 126 SF OCT 2. 2020 I G 0 0 S.F.) t c, A4 2ND FLOOR PLAN REAR PORCH: 299 SF BED OF-7 "FUJI CLEAN" CEN-10 13' MIN. - 1 �cPQ SCREEN PORCH: n> 481 SF AUG. II, 2020 - -----1------------ --4-------- -• i i o REV.: AUG. 4. 2020 STONE— O A5 ELEVATIONS (EAST/WEST) TREATMENT TANK (COLLAR i 1 �P� ��� 4465 SF I in i A6 ELEVATIONS (NORTH/SOUTH), WALL SECTION TOTAL: DATE: JULY 21, 2020 I I Al SECTIONS LOT COVERAGE (PROPOSED): 10.19a SCALE: I" 20' AS FINISH SCHEDULE;/ TRIM YARDS: (ACCESSORY SETBACKS) JOB NO: w201901 1 NORTH A9 CODE DETAILS (LOT SIZE: 40,000 TO 59,999 SF) SITEPLAN SIDE t FEAR: 15' 1 1 FRONT (WATERFRONT): 50 DRAWING NO. I 3' (MIN.) TO HIGH i ----- SEASONAL_GROUNDWATER------J I - 20�-O SI 2ND FRAMING (IST FLOOR) 52 ROOF FRAMING (2ND FLOOR) _ El ELECTRICAL IST FLOOR PLAN 8 _ EXISTING CONTOUR E2 ELECTRICAL 2ND FLOOR PLAN 8 .- OLD CONTOUR Al E3 ELECTRICAL BASEMENT PLAN 8 NEW CONTOUR OF A9 101, FREDERICK A ROBERT (2) #5 Bars WEBER o- (Extend 18" 5'-5" 53'-9 3/4" 14'-9" 16'-0" �., cv 1 1 eyon Opng.) O I #4 Stirrups 1 9 12"oc ARCHITECT - - I I 8"L. 5'-0" 8" 14'-I" P- (2) #5 Bars PORCHES (Extend 18" 8" P. Conc. Fdn. Wall w/ Beyond Opng.) (2) #5 Bars Top t Bot. r--, t 44 Bars 32"oc (Vert.) on 2 4" 20"x10" Cont. P. Conc. 1 I I I 2'-3" L. 3'-0" 3'-0" 3" 3'-0" 3'-0" Ftg. w/(3) 45 Bars. (Typ.) ------- I +-———————-+ ' B CONCRETE HEADER (TYP.) __________________ Al 3/4" = 1'-0" 450 --------------- ------------- ------------------------------------ ---------- - I , i� � j 71 8" I Concrete Header 3'-0" 3'-0" 3" 3' 0" 3'-0" 3'-6" �� ;� ; ; (See Detail) Ln , i m P.Conc. Piers ``' 1 I L_______ 10" P. nc. Fdn. Wal w/ L� �� � for Support --------�_-----------� I t2#4 Bars r32"oe (Vert.) on 1 I 22"AO" Cont. P. Conc. U51ab 00 I -- Ftg. w/(3) #5 Bars. (Typ.) tuds I I I (Pressure d) I I Concrete Header - ; I L---J � I � _ � o i I 1 11' I I O I I (See Detail) Ln I ______________________ 4- Shelf forPorch-Slab-(Typ.)---------- _ I I I R Q R I UNEXCAVATED �- r- -- �r ---------- --J I I I O O 0 (Porches) (-u O1. I-� II Beam Pocket Pocket I W I 4" P. Conc. Slab w/ I r- -------- - - ---- -------------- I I VxV 10/10 WWF Reinf. I I BearingPt./ 2" Closed Cell (2) 2x6 Studs I ---, Bearing IE from Spray Foam I (Pressure Treated) Column Above (Ty).) Insulation (R13), Typ. ' -----, `r I I I I I Retaining 2'-4 8 `� II'-1 3/4" - I I II'-0" 4„ 10, ,� r - - - - -r - , 41'-2" _ 6" 14'-8" 10' Wall I 2" CIO edi Cell - , I I I - p y ` /8" TJI I S rag Fi9rsm I II 1/8' TJI 360. 16 ' C.C.o.c. _ Insulatio /�1RI3), Typ. n J 360, 16 o.c. I = in °: TV-4 I o: ` �----- ---------- I I  I I o BA EMENT BEDROOM I I iv I I �- _ [�: - III O ao I Ili 1 _ _ a O I b l I I i I i - _ - - -------------- I I I III I cv O: I I I I in I O R N O I-t ' N I LLj I I I+ I I 4„ 0, ItL=='ui - Ln r in I� - _ �y: ' : I 1 ° 3 1/2" Stee Pipe Col. on I� - 1 30"x30"xl5" P. Conc. Ftg. 1 I (Under I II nd)1 ~ l ~ I I X I I w/ (3) 45 Ears Each Wa I I - Ln I I _ I _ _ L_ J L I _J y gress I 1© O IL-ak 00 I 00 1 1 W 00 Ln : L - endow I ---- I I \ I \ 1 x: 3 i I ------------- I I r Areaway A 1 I cx ' D O III_J 2" tee ipe Col. n 4"x4"xl/4" Steel Col. on II 1/8" TJI 36 16 ' oc. O " III 30"x P. Conc. tg. 36"x3VAV P. Conc. Ftg i - (2) II 1/8" LIVL i I I Brackets I'-4" �'_ I'-4" 8'-I" 10' I o 12'-0" w/ (3) 5 Bars Each W y (Typ;) #5 Bars Each Wa : __8 ___ _ -_=_= = _i - I I © I11 r- _ -- _ Y _ _ I L� ----, -- 3'-4" I I II'-5" LOSET -fir 1'-5 I/2r -- 1'-5 I/2" I I II'-8" j : j 6'-10" r-=�=-, 15'-I" p I 1'-5" cv -_ __ 1 l� eri°t� �� o O I I I ----- - I �a I I I I I - I — — \ co I - I I O 24" 24"1 1 I 1 1 4"x4"xl/4" Steel Col. on I _ ` DRAWING TITLE: I ___ J ;-___� L_____� III I W IlOx30 k/2x6 Top fE (C rop)lil I W IOx30 w/2x6 I cp FLE (Dlrop) I 36"x36"AC P. Conc. Ftg. I III ° " , \\ D 18'-0" = I -� L-71r-J L- L--III J L -- 32, w/ (3) #5 Bars Each Way _ --- __J ' I II 1/8" TJI 360, 16" o.c. s III - 36 \ \ � El (3) 9 I/2" LVL N i I , III III BASEMENT I �' = ` ° '°`1 FOUNDATION i BASEMENT FO1� R 2 III u a T (2) II 1/8" LVL F.J. w/ ? --_ y III 1 I Zn Hdr. (Drop) I I r ----- ------------------- --------J 1 i� oo III III ° o I I Wall Below on Hauched Slab Up I -� Z III _ 1 -� III 4 P. Conc. Slab w/ 0 — — — — — — — — — 1 rr 'L III I c1 a �' --1 o i r J nl nl _° CxV 10/10 WWF Reinf. ; I . ; 128 -- ul --i I �,, �Lr --------- -- > III m = III - I t�I I I 11 I I I I I - L_ _ i III > I r------------- --- - " I I 1 32 JI11 O III O E O L__IT' �_y I I I I I - ; 0D III l I �U7 I I I I 12'_ CLOSE 00 III 1 III ;,, c i N o I I i I I I I I I I E a i O - STORAGE , _ I- I I I I I I I I I ° 0 --j = III r rr H ndr it p I i -i III r r r _ 00 - 8„ L^ I 10" I v 9'-10" i 4'-I° III � 36" 14'-II" kill 18'-6" I- —.—.—.—.—. •—•— —•— — — — owe III - i rr ;,, _ _ (2) II 1/8" LVL F.J. w/ n T Is Sink BASEMENT FOY 'R 1 111 r I I I I I I = 3 1/2 S 1 Pip Col. on 1 � Wall Below on Hauched Slab A - ----- i JOB: I I I I I III 30"x3 S" P. Conc. Ftg. 111 r- r- ,n --, I ' I I O O I III I 00 I- I I r_,I _ w/ ( #5 Bars Each Way (Typ.) r r-, _ = x x I -- -- I �- 300 GRAY -� I ------------ ---- (12) II �I/ 'I LVL Girder w all Below o Hauched Slab I I I O_ II -9" - 4 cv 3 0� i4" ' 9'-6" 0" RESIDENCE Red. I I -- I I I U I � --�-- I I I I I 1 P I III I I I I I 36» I III _I - -- ------------ --___---- _____ _ STORAGE - 2" Closed Cell 13'-I" 4'-6" 350 ABORN LANE ``� I I I I I L Ir I I v I 11 1 11I I 0 �, Spray Foam (8610 NASSAU POINT RD) I I I II o I _ CUTCHOGUE, NY I I I I I x � i 36„ Insulation (RI3), Typ. I 1'_7„ H nd ail I I I I I I ; I II 1/8" TJI 360. 16' o.c. 11 1/8" TJI 360. 16" c.c. I I TOWN OF SOUTHOLD I 4 Shelf for Porch Slab (T ) I I ;- I .—.—.—.—.—.—.—. .—.—. — —.—. _ 9P I 9II SCTM>r 1000-118-05-05 I III I I Pocket 4'. 6" 8' 24 24 6' 3'-I I 10 I (2) II /8" LVL Gi r w/ W II Below o Haunched Slain I I I ' 24'-8" I 0" I III � 18'-6" 'v- I 10' 4" Il'-4" 4" 10' I 13'-10" r +--- ---I I _ I �,, �•, -- ARCHITECT: I 1 I I i '�- 300 Aqp i 1 UNEXCAVATED ;� I °O I O I CLOSET i o I ; 1 I Electricahl = MECHANI 6,, , I I I i-- i------- FREDERICK R. WEBER I I _ ndi ec 4 P. Conc. Slab w/ O Wat r I VxV 10/10 WWF Reinf. 41 EAST MAPLE ROAD _ --------� i Water = Fired He ter i i Sanitary i I L--------- o GREENLAWN" NY 11140 _ LSsLv ---------- Boiler- -- -J ``' i i i UNEXCAVATED I r i o 00 J I " 52 NOYAC PATH - ----------------I -----'T O ; WATER MILL. NY 119'1L I I I (Garage) I I L____-- I I ; 5" P. Conc. Slab w/ �° I I I r I 1' TEL 431 154-5555 —� I I CxO 10/10 WWF Reinf. I I 10" P. Conc. Fdn. Wall w/ 1 I I 1 fweberarchitectayahoo.com I I L_______I I I I I (2) 45 Bars Top t Bot. L__J L__J 00 I I I I I t 44 Bars 32"oc (Vert.) on 3'-8" 8' 0" 4'-4" = I I I I I 22"x10" Cont. P. Conc. SEAL: —� I I I 8 4`8, 8, 1'-10" I I I I Ftg. w/(3) 45 Bars, (Typ.)CO _- I I 18,-0'' Ir A r j I C j j I I j C r �O Al Al - FOUNDATION PLAN NOTES: I O L--+ ------------------ -----' I I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER IF EB 25. 2021 ' I - % I PARALLEL PARTITIONS AND AROUND ALL OPENINGS. REV.: JAN 19. 2021 - I °p I L_______________________________ _____________________J 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. DATE: DEC 28. 2020 GARAGE 8" P. Conc. Fdn. Wall w/ 3- ALL FOOTINGS TO BE A MINIMUM OF 3'-0" BELOW GRADE SCALE: 1/4" - 1'-0" (2) 45 Bars Top t Bot. JOB NO: w201901 t #4 Bars 32"oc (Vert.) on 4- ALL STEEL GIRDERS BEARING ON P.CONC. 20"x10" Cont. P. Conc. FOUNDATION WALL TO HAVE 4"x6"A/2" B.PL. 26,-0" Ftg. w/(3) 45 Bars, (Typ.) (UNLESS OTHERWISE NOTED) DRAWING NO. 5- ALL COLUMNS TO HAVE CAO"A/2" B.PL. (UNLESS OTHERWISE NOTED) 6- GARAGE SLAB TO HAVE 6"xC 10/10 WWF REINF. PROVIDE 1/2" EXPANSION JOINT AT SLAB PERIMETER. A2 1- STEEL SHALL BE ASTM A992 (EXCEPT PIPE COL WHICH SHALL CONFORM TO ASTM A53 ROUND PIPE). STEEL WORK SHALL CONFORM TO THE LATEST AISC SPEC. OF A9 SQUARE FOOTAGE: FREDERICK A ROBERT IST FLOOR LIVING 2185 SF 2ND FLOOR LIVING: 1851 SF WEBER -5„ „ II'-6„ „ 10'-g" Ip'-g" „ 10'-8„ 15'-0" I6'-0" TOTAL: 4642 SF GARAGE/STORAGE: 168 SF ARCHITECT FRONT PORCH: 126 SF REAR PORCH: 299 SF OPEN PORCH SCREEN•PORCH: 481 SF SCREEN PORCH 6x6 Pressure Treated 6x6 Pressure Treated Post, Encase in Ix10 2A Mahogany (OvOerr Garage) Unfinished Post, Encase in Ix8 "Versatex" Trim w/ Base, Top i Bottom Bronze Screening "Versatex" Trim, Bolt to 1 Cap, Bolt to Found. Rail w/ "Versatex" in Mahogany Frames Found. Wall, Strap to Hdr. Wall, Strap to Hdr. (Typ.) Balusters, 4" Spacing B ----- ----------- ----------------------- ------------------------ ------------ r^ Found. Wall I ---------- --- ----------- --- -- ----------------- I „ =_- -== F=====_ ====== _===_=�F-=_ — ------- ------- ----- -------------------- ------------------- I'- 3'-0" 6'-0" 3 3'-0" I1_611 Frame Wall / ---- ----- \- I creep I I I O O odrl -----------------------------� cr rr , � F I EAR POR , ue tone) I , I T-40" 3,_0„ 5 0, 3„ 3,_0, Z,_6 4. „ , o C�F ATIO Stone Faced Blue L� I H z I ------------ �a O tr Fireplace Sla arth \ i-i----i-ge Vill,, Coffer Beam_ --- --- -ao Ln I �•�, � � I I5'x5"x3/8" ————————------ ——————— — itl S R�EE PORCH I - " " 32"32 2 ASteel Col.,uesone ' Prep P 5"x5'x3/8"z. Steel Col., I I ,I I I ,� I � \ �y 14'=4" `r 8" II'=0" 8' C-2' 8" 14 .6" u, 4' E„ , .� , 1 - I I ICotter Beam ------- ------- I I 1 Coffer Beam ---- ----'------ ____-- I ` ------ �I \ � 1 ------ ---=-- -------� I I Lt-------------------- — --- DW I I I f------- 1 1 I I \. � � �� O � ---_- 'v- �` ------------_ - - - - ,— n I I I I I I I , I MASTE ILL R OM 1 1 - -= ===- h<. Zak) Sink... ... ..... ......................... ...i...........................f0ak.). .....................i...i.................................... °D ' 1 ,.. .. I...I............................(Oak)........................,.. ........ .. I........... . . . ... I I I 11 t� O I I - I I I I Heartlj I --------- -- 1 - o� I I in I I I Bronze Screening I I,I oer i1 o I I I I I I I ' �,,� `'x0 I >-4 in Mahogany Frames 1 IVVJ cv ; I I I I I I > e���y________ _`.\C 1 : , I I I Coffer Beam : I I I I Coffer Beam , I - 2 -V 4'-0 :4 -0" 1 ------ ------- --- -- ——— - �h Ln I F------- A I I ------------- -- = ,�JQ/ \9 I Screien I I I I ------- ------ ------f4 I ------ ------- 9 - 111L, I °3 I ------------- r- ♦ I �.L� Door) I 1 6x6 Pres re Treated ' 6 3'-10" J 14'-6„ o i 6"j II'-0" v 18"j C-2" 018"I 14'=6" ;0 4, 6" I " 8'-O" 9" Post, En ase in Ix8 Al Outdoor Shower _ "Versatex"" Trim, Bolt to 1 I I O I I I 1 I I ; "' 70) f `sound. Wall, Strapto Hdr. HAL I I I ' I I 4'x4"xl/4" I I -------------------------- - - I I `r I I Steel Col., I I I I I 28 ��Ll rF I / �� o? O M.,HALL. I... . . Pocket Dining Room Burt—in Drop Beam Coffer Beam I _ �...... .. . �. I/............ . ..� .....�........ ..o;............... p I _ - ------------� �-------------------- ------I- �+ 1 I.C. Door m Q---------- ----II------- - --- .. i 0I Wine I r IIce 10 I Ref. I� „ I I I O 1 �. -- 6 ao 1 I F _ --- 28'�r ---------=-o W.O./ 1 -----------i --------------•- ,- u, Her DRAWING TITLE: Stop Ref. �" I Micro. Staton Makerl� -14 -6" 4" I 8'-0""' ` 3'-6" �{'i II" 2'- D 3 C14I � 4„ 6w \ ____ v I I I 3'+4" A� IST FLOOR Dbl. v- ' 14"x4"xl/4" L I I _ _ I I�� Pocket %��/ _N� ountertop 1 r I _ - Hen Coffee Steel Col., Door - u/ Shallow � p N ' P WIDE COIATS I --- --- �, l.V 1 _ i 24 CO TS �., PANTRY 28" BUTLERS PANTR ; _ 24 2 p I 4" 4' 4" Hi Drawer/ 1 _ I I ry 1G 15 14 13 12 II 10 a 2 4 5 4 3 I f� —— — {� OF � �'� Qpen I — K I I _ 1..... I I Linen iv Freezer 2'-0" w 2'+2" 4 8'-6" 4 4'-8" 5'-6 4" 2 6" �{ 6'-�" 32" Dn _ _ ,y Below N I , 1 1 (Oak) - (w/Ice Bench Single Sink I MAN S AI �^ �S W.I.C. Ln I �� i-, Maker) Hang ---- 2 _ - - I - His Ri ge 28" 1 ---- - FOYER 4" 8' 4 ��► -1 =6'= -P� 4 �"-- O o © L(1 ;,, STORAGE - T Room Built-in Door' Cabinet 1 : Ref. Built in -tr I I (Oak) / JOB: = m HALL I I I 24" '`� - 30" ,, .'>' .^ IIGRAY I �- o„ RESIDENCE - 15'-2" 'L _ I AC 350 ABORN LANE I 32„ 2 3 4 5 a q 0 I11 2 3 H 5 61 30" n 4 I IA (8510 NASSAU POINT RD) ' I I ►`'J CUTCHOGUE" NY Self-Close g 1 - 3/4 Hour R A T IR I I TOWN OF SOUTHOLO Fire Door Ha d Ra H nd R II I DEN : `y l i e) ` I AC �' �" '- SCTM# 1000-118-05-05 (Oak) I I I O 5) 10" helves; knirn� ; I I I I i I Towels I Driveway Ap�� 1 I LAUNDRY a 1 W (Blu stone) , I oo I ARCHITECT: 1 _ I 1 CabIn - _ Tub I 0 � 1 1 AC I I I 32„ 1 (Tile) Abov 6' 2A FREDERICK R. WEBER I ` D ____-_ --- ---_j 41 EAST MAPLE ROAD tility O o o WN. N '140 GREENLA Y II o I I o I GWB :on All Garage ink 51nk 1 __________ -- --_-_------- ' I I 1 I Walls and Ceiling Cabinet an9i ;Cabinet 1 ' - -- " OK OK 3 `r 52 NOYAC PATH MI I I g Above �'' I I Above 1 ®---------- -- --------------� WATER MILL, NY 119'16 I I I -- p - 10 I/2" 3,_0„ 3„ 3°_0„ 10 11/2 r--- ,f GARAGE Stoop L L Ste © © © WINDOW SC HE L TEL 631 'i54-5555 I 0 I __________ ____ 5" P. Conc. Slab I Ste we erarc i ectayahoo.com I w/6"xb" 10/10 v- O Area t Unit Model # WWF Reinf. -� 8" 1 2'-8" 8' 3'-6" 2'-8" 3'-2" 2'-8" 3'-6" I'-8 I/ " 3'-0" 3'-O" 2'-8" 5'-8" I'-8 I/2" 2'-0" 3'-0" 5'-0" 3, 3'-0" T-0" 3'-8" 8' 0" 4'-4" R.O. Opng Egress SEAL: __________ A AOH3250 3'-2"x 5'-0" Yes ---� Pitch to I 6x6 Pressure Tr aced I I Overhead Doors I Post, Encase in Ix10 I I I "Versatex" Tri w/ Base, ES g " ` O ADH3058 3 -0 x 5 -8 Yes I I I i Cap, Bolt t Found. AZ I I Wall, Strap to Hdr. (TypJ a` " I 25,�Ow at. O APW5058 5'-0"x 5'-8" No 1 I I I A , w ,— a E �, �. it @ APW6058 6 -0 x 5 8 No A O I I I I 6 -O'I EO APW4458 I I I 1 4'-4"X 5'-8" NO �"; .cam,<;i'. .:,rr• C C O APW4050 4'-0"x 5'-0" No Al Path Model Numbers Refer to Andersen A-Series, PG50, (Bluestone) Low-E•4 w/Argon Glass, Simulated Divided Light O ADH2858 2'-8"x 5'-8" No j I ---------- ---J y0� HQ ADH2648 T-6"x 4'-8" No FEB 25. 2021 IST FLOOR PLAN � REV.: JAN19; 2021 I I �, 1� 00i� SCHEDULE O ADH3050 3'-0"x 5 -0 No No I - I L———————————————————————————————————————————————————————J I/�'� I'—O" Unit Model # DATE: DEC 28. 2020 ©kt) © Width t Height KO ADH3048 3'-0"x 4'-8" No Front Doors w/ SideLi hts 3'-0"x 8'-0" (Door) w/ SCALE: I/4" I'-O" 9 © ADH2848 2'-8"x 4'-8" No 3'-0" 8'-3" O "Simpson", Model 31508 (2) 1'-2'x 8'-0" (Sidelights) JOB NO: w20190'i "Andersen" FWHID54APRL 5'-4"x 8'-0' O ADH2O50 2'-0x 5 -0 No No Frenchwood Inswing Patio Door (R�ON) - DRAWING NO. O FrenchwoodnInswing HPaat Patio R R.O.) 8 0 OO AAN2020 2'-0"x 2'-0" No Driveway © ADH2840 T-8"x 4'-0" No ® "Simpson", Model 31508, Right 2'-8'x 6'-0" (Door) Outswing, (8) Lite, (1) Panel, SO © AP113038 3'-0"x 3'-8" No O "Simpson", Model 31508, Left 2'-8"x 8'-0' (Door) A3 Inswing, (8) Lite, (1) Panel, SDL ® ADH3038 3'-0"x 3'-8" No © "ThermaTru", Smooth Star, (2) 3'-0"x 8'-0" (Door) Model CCA260 (Garage) SO ATETD58 5'-8"x 1'-4 1/4" No OF A9 O "ThermaTru", Smooth Star, 3'-0"x 6'-8" (Door) T ADH2O40 2'-0"x 4'-0'° No Model CCA260 (Basement) FREDERICK A ROBERT A� WEBER I9'-5" I5'-6° IS'-0" 15'-6" I6'-p" - ARCHITECT 2ND FLOOR: 1851 SF B Al •-------------- ----------------------- /. �: _-------------------------------------------- ..; II II I I I I / /' � �� `� '•. I I ROOF I r - - - - - - - - I ROOF 3,_2 3, 4,_0, 3" 3,_ 2,_4, 1,_3„ 3,_2, 3° 4 _0, 3,_2„ _31, 2,_0., 1' 3,_2, 0" 3„ 3,_2, 2 _4,.I 1 - 1 I I I yip \A�p I I I I I I I A F (A i t ---- ------ ----- --------, L.C. Copper Window Pan TT------ ------ ------`�------TT-, r I I I ,q I I I Ridge r—TT— - I - - A - - - - - F - - - - - 1 A - - - - �- - i - -1---� -- --------------------- I EEC I 1 I I V msv I 1 I I 14,T6„ / IS'-0" 4 I 14,T�„ 1 ` ♦ / I I oil I / \ I ail I I I Uri Area for Future O ,' O I m 1 I Am Bunk bed �' i ` / r- i �,i - I BEDROOM 3 i BEDROOM 2 °D 1\ GUEST BED OOM _i I " i , I I _ / ---------- 00 I I I � I I / I � r- �I \ I 1 � ♦ 1 JI i+l ROOF Li ao 1 Pitched 1 I // I Pitched I v ched 1 \\` I Ceilin I Pitch d 1 ROOF I eihng I \ �,- I 1 I I r Ceiling I H t. I114-4" /' I Ceiling I Cei g \ i Hgt. I Ceiling 1 28 D --------- --- 13'-2" 4 4'-8" 4" 3'-4" I r------- - T- I 24" 24' 30 1 I I Al i i i - " _ -- _t-- ---- Ridge 1 `" I \I 1 1 -- - - - - - - - - - - - - - - - -- - - i<1 28 ► `T --�- --------- ------------------ ----- --I- 7C. - --- -- - --- j - - - - - - - - - - - - - - -- - - r----- I W.I. \ ► I g' g ,. ----- � I I i 12'-0" `" i 1,_ "\\ i- 4, 30 32" _ 1 _ / •� 1 Q DRAWING TITLE• j 9'-8 1/2° 3,_2„ 3'-2 51-12 :�" 5'-2" 2,_8, 18, i 28„ - / 1 I _ I i ` ' , 2ND FLOOR i N ® 1 I _ -4� 4" 3'-6„ - -0" 4' I 4" 4 4'-0 3'-10 4° _2 4, i NAP I I rA I' i I I ------- -1 H 1 \ 1 / --T- 00 P Ti----- T - - - - - - - r, I v ` I IW.LG. _ - _ 1 : I H/ I — 4 9 10111 12 13 15 I 1 I I I - r, t i '' I i l l I I oo I I 1 tr D eel Pot M IN S All 1 1 /Y -cn i i I i I I I �, © i I EN \ L- ----- En t all / II' I" I M 4, ----�I i 1 I 1�----- -- \\ an i ______ I Ridge I OOF I 28" \\ v / I Bookshelves I i d a/I I I ai/ I \ _ _ I - - I JOB: 4,_0„ 14'T6„ \ 5 2" 8 8 4 -8 / 14 T6 30 J I `� I J/' � - L - - - - -- -- - - - - - - `� 1 \\ r �' / ' I. I a I F ' GRAY Ride I \`�I/'/ 1 Ridge 32 _-- �� I \\ UPPER HALL u, / m j I' I _ j ---- RESIDENCE ULn -----L------ ------1----------------- ------- \ 3�„ 3 4 5 B 9 11 z 13bo 5 IL \ U I I 1 1 I 350 ABORN LANE Dn ` o I rnl i o I i (8510 NASSAU POINT RD) O1 �\��q'/ 1 \`���� I ea/ \ Window Seat / CUTCHOGUE, NY , R A T I H nd Ra I I - I I OFFICE I I I TOWN OF SOUTHOLD I 1 I I SCTK# 1000-118-05-05 - I I 1 I I 1 28 I OH OH OH I Pitched I - 1 Ceiling I Pitched I Ceiling 1 I Hot. II'- I Ceiling I �` s 1 I 2'-6" 2'-6" 2'-6" 10 I I I 1 J ARCHITECT: I I m STOi�AGE m 7 i l 2 2 -8 1 8 I i ROOF d 1 i i _t_z -- - ----- 1 J a I = FREDERICK R. WEBER i t I I m i y I i 1 I 00i I i i 1 1 -__----J °° 41 EAST MAPLE ROAD " 9'-8" 4'-2" 1 i I I `{' t------- - GREENLAWN. NY 11140 O I U I 1 I 1 - - - - - T - :..:1 .............................................. .. .............................................. 1: I I I I p 52 NOYAC PATH ' 1 ROOF ' o I o ROOF I I..............................................:. :............................................... ... WATER MILL. NY 119'1L .....I 1 I i c I � -_� I 1 .__i I Pitched i I I ---------- — -- -------------� L------------- -- TEL L31 'I54-5555 ----------- WINDOW SCHEDU1L � it e I Ceiling I 1 i - --� � fweberarchitectagahoo.com L J Ce ling I Hgt. 9'-I" 1 i Ceiling l i A A 4 -5 1/2" 3'-2" 3' 3'-2" 4'-5 1/2"I I [ 4'-5 I/2" 3'-2" 3' 3'-2" 4'-5 I/2" R.O. Opn9 Egres I I _ Unit Model # ADH3250 3'-2"x 5'-0" Yes SEAL: _ -- ----�I i %/ ------- j `� L B _p " 25 ADH3058 3 -0 x 5 -8 Yes APW5068 5'-0"x 5'-8" No o Ridge `� /'_ j Ridge A _ ----------- -----r-----�I� ----- ----------------- A� D APW6058 6'-0"x 5'-8" No co APW4458 4'-4"x 5'-8" No : C _ >1 /' I `\y C y0� O APW4050 4'-O"x 5'-0" No �I I O O �I �, Model Numbers Refer to "Andersen" A-Series, PG50, " " Al — 0 __ ____ 1 i 1 _______ - Al , `� L ' ` 'y Low-E•4 w/Ar on Glass, Simulated Divided Li ht O ADH2858 2 -8 x 5 -8 No II I 1 I II o g g F-I I I I I I I/�{" = O ADH2648 2'-Cx 4'-8" No FEB 25. 2021 � II I I I II = C REV.: JAN 1% 2021 I I I 1 1 -------- i D O O `� JO ADH3050 3'-0"x 5'-0" No A A Unit Model # DATE: DEC 28. 2020 O O Width E-Height KO ADH3048 3'-0"x 4'-8" No 5'-2 I/2" 3'-2" 3'-2" 5'-2 I/2" 4'-C 1 r' II SCALE: 1/4" - I'—O" Front Doors w/ Sidelights 3'-0"x 8' 0' DDoor) o/ © ADH2848 2'-8"x 4'-8" NO JOB NO: w20190� Simpson , Model 31508 (2) I'-2'x 8'-0" (Sidelights) "Andersen" FWHID54APRL 5'-4"x 8'-0' O ADH2O50 2'-0"x 5'-0" No Frenchwood Inswing Patio Door (R.O.) DRAWING NO. "Andersen" FWHID54APLR 5'-4"x 8'-0' O AAN2020 2'-0"x 2'-0" No O /Frenchwood Inswing Patio Door (R.O.) Simpson , Model 31508, Right © ADH2840 2'-8"x 4'-O" No ® Outswing, (8) Lite, (1) Panel, SD 2-8"x 8-0' DDoor) ® APW3038 3'-0"x 3'-8" No O "Simpson", Model 31508, Left 2'-8"x 8'-0' (Door) A4 Inswing, (8) Lite, (1) Panel, SDL ® ADH3038 3'-0"x 3'-8" No © "ThermaTru", Smooth Star. (2) 3'-0'x 8'-0' (Door) Model CCA240 (Garage) O ATETD58 5'-8"x 1'-4 1/4" No OF A9 O "ThermaTru", Smooth Star, 3'-O'x 6'-8" (Door) T ADH2O40 2'-0"x 4'-0" No Model CCA260 (Basement) Rain Cap L.C. Copper Chimney Cap --------------- FREDERICK ROBERT WEBER Reef (Pr-PS-sure • rL 1-IIIIIIIIIIII,_-rIIII1IIIII'IIIIIIIIIIII JI•'I I'-I'II '-� -I I'I -I I 1I/-1I I i-I-�I�I -II�-I�i II —II --I---I I I-OIII A-II II II -II�O AII I I -©I- I III -II II i�`�I II `I I�-�1 I-�-III i-\I I `I�\`�\II LI I 1IIIIIIIIIIII_IIIIIIIIIIL I M_- 1IIIIIII1III `L1IIIIIII1II S III III--I II I 10 n ele rM0� `1 6� r -IIIIIIIIIIIII-IiIII\ I IIIII --_IIIrIIIII IIIIIIII ---IIIIIIiIIIIIIIIIII -J- -�- IIIIIIIIIIII 1 IIIIIiI_III1iI 1II IIIIIIIIIIII J9 F l I x6 Frie z e B d. 5S2C TEANM OR� .CY� '1AH• 0 CI0Fr!rII^��T"�EC1, A 1 ks "8 T rgz Bd. to or 1:�nIncl 44 1- Top 001, Wood biding Casings lT p 2x4 Mahogany Rail, M M C w users, 4 oc I 6x6 Pressure TreatedIPost, Encase in IAA "Versatex' Trim w/ Base t Cap -- ---- -- - - _ --- --- - _ Bluestone Coping ------------- - - --- ------ ---- - -------- -- -- ----------------- --------- Stone Veneer on Porch ill Stucco I Found. Above Grade i PIE 9'-8" 1 II J11 I � LI -- ---------- { --- ----- 1-------------�- -L-------------J-I--------J J—— ——L----------- L ___r__F_L -T------------- --------------- - r------- I I L_ _J L -J DRAWING TITLE: ELEVATIONSNORTHEASTELEVATION 1/4 1'-0 12 R04- (Pressure o in iamond Shingles i Upper Gables JOB: l 8 PVC Rake Bd. / 2" "Rams" Crown t GRAY 16 PVC Frieze Bd. RESIDENCE � Flare Roof Edge 350 ABORN LANE s 1 oe o 1/12 Pitch (8510 NASSAU POINT I 1 —I'—0 R O 5 D " ) CUTCHOGUE. NY ' 1 1 I I I 1 1 1:1 1 I I Crcet --————- —————— I t \ TOWN OF SOUTHOLD I rieze o 1 Ali on w o 1 o Casing ARCHITECT: \ x asi I FREDERICK R. WEBERA O 41ST MAPLE ROOO A 1/2 hn e lar o e WATER MILL. NY 11914 I - Sidi Half Round Alum. TEL 431 '54-5555 Gutters (White) w/ -I- -- - -- -- fweberarchitect®gahoo.com Round Leaders1 1 1 1 I l l Ix6 PVC SEAL:Fascia Bd......... . .................... . Ix6 TtG PVC Soffit Material ]J LL © FT © I uestone avers ------------ Shingle are ucco EV.: JAN 19, 2021 Stone Veneer on Porch R 2" Bluestone TreadsFound. Above Grade 6x6 Pressure Treated DATE: DEC 28. 2020 Post, Encase in IAA Versatex Trim w/ Base SCALE: t Cap JOB NO: W201901 DRAWING NO. rI L ---------- ---—--- ------ ---- J-------- -- ------------ -------------- -------------—-------------J L------L---------------L--- J 1jI L - -- -------- - IL---------------L ----T_Lr _--- ------L- J L LJ L-- SOUTHEAST ELEVATION OF A9 y --=41---------------------------------- ------- FREDERICK ROBERT WEBER y ARCHITECT 3" Thick Bluestone Ca '-► ------ T ---------- r I II Frieze Bd. to",-Align wl Too r II Masonr Fireplace, _ \�• I I Face mStone / ! O x O P Ile Veneer ` I _ P asin s (T .) _ J J I I J J O O 41 . I - 'L--_-J ---- -- -- -- __J______---_- -__--_L- -- -- -- -- -- ------- ---------------- ----------- I I I ❑ ❑ .�.. _ WSiding ood Shingle El I � / / T 1 \ 1 v \ \ 1 if ® II \ I I \\ I I I I I I Scre i in IT h g ra I \ I I I I I I I Scree 1 1 Screen 1 1 `\ j `\ // I i " S I F� Ddor D/dor i I \ / I rs �n L==-==_ - 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 I I I 1 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 1 i I I I I I 1 I I I I I - I I I I I I I `1 � v J 1 I I I I I J L----------------------------------------------------------------------------- 1 -------------------- DRAWING TITLE: SOUTHEAST ELEVATION ELEVATION$ 12 - Diamond Shingles -------------------------- ---- -•- -- -- -------.- - --------------- -- - in Upper Gables 13 ` Ix8 PVC Rake Bd. Hinna w/ 2" "Rams" Crown $ IxL PVC Frieze Bd. JOB: Framed Enclosure for GRAYMetal Flue, Face in \ \ I V Stone eneer RESIDENCE \ , NE brackets on `� , (85�0 B�SSAUAPOINT RD) - -- CUTCHOGUE. NY ------------`_ '_ r-- ------`--------- --__ TOWN OF SOUTHOLD ` SCTM# 1000-118-05-05 ARCHITECT: 77 © ,� 12 ` �. FREDERICK R. WEBER 12 ® ® X ® ® ® ® ,' ,q oo in I ` 41 EAST MAPLE -ROAD asin s , i ing ---- �, GREENLAWN. NY 11140 8 52 NOYAC PATH ` WATER MILL, NY 11911. ` Half Round Alum. - - ---------- -- — -- - ------ - ----- � I Gutters (IUhite) w/ Round Leaiders TEL L31 154-5555 - -_--___---T_-_-----__ __ we erarchitecteyahoo.com --- - ��---- - - --------T r - -- IXL PVC Fascia Bd. F-I I ------ I SEAL. . .................. ......... . . ......... .. ..... 1..I .. - = So f tt M PVC Masonry Fireplace, Face in Sitone M O OI I I H I HO I q 4 i I Veneer B O © Sceens in Mahogany me5 I ee � I I 2 / l I 1 t- 3 I l 4 0�\i i I I \ • I I \ / I I I I I \ / 1 1 � i � � 1 I ....�.. ---Wood bhingle Siding In 4 - ------------- - ------- ---- - -- blues tone avers I I I I en orc I I 1 bo 2" Bluestone Treads I I I I I Stone Veneer on Porch I I I I I REV.: JAN 19. 2021 )sound. Above Grade I I I I I I I LxL Pressure Treatedi I I I I I I I I I DATE: DEC 28,,"j020 I I Stucco I Post, ENcase in IXIO I I I I I I I I I I I ® 1 "Versatex" Trim w1I Blase I I I I I I I I Cap SCALE. I/4" = I'-0" 10�_8�, 1 i ,� 10.-8" i �, 1 i II'-L„ �,_5�� I 5'-4" I I JOB NO: w201901 I I I I II III I I I II I I I 1 f I I I I I I I I I i t I I I 1 11 1 IF I -11 I II 1 I I I I II I I I I I I I I I I I I 11111L-=1=J1111 I 1 1 I I NORTHWEST ELEVATION, � � � � �_, DRAWING NO. 11 I I II I — 1 II I I I I I 11 I I I I Ir- -� I II 1 I I I I I r-LirL I 1 I 1 11 I I 1 I I II I 1 II I I I I I I I I I -------------a L------------- - -------------4--I------- -- --------------------------J__ -------------—-------------J I T--`--------r T----------------------------�T---------- __ -_-___-_____T T————————— ————————————————————————T��-T_______-_-_- _____-_--___T JLr' 6 OF A9 Strap Ridge (2) II 1/8" LVL Ridge ..... ............. .. r 1 --- K .. I 2XIO R.R., .......... 16" oc 11 I y , IROBERT WEBER I 1 2x4 to Ridge .. (32" oc) I Eyebrow" ::;;:;:.-:. ClosedARCHITECT 6" I Window New 1 Cell Spray Foam (R38) 1 1 I I o 1 2x6 Cont.. I �� I 4 (Horiz. t Vert.) I I Strongback I I I ;:;:::• C.J. Stiffener :•.:;:::.:. I I I I 2x10 .J., 16" oc I LVL 1 dr. II I LVL Hdr. I I i .::.. ... .... I ............ ............ ............ ............ ............ I I LVL Hdr. 1 i I I I Ove la.... i i i I ........... 5,_2, „10„i'o„1 5'-2" 4:. 6,_6„ 4 11'-8" q._6„ 6,. 1 I I y -::.. I I Roof ;;;;;:... 1 I l i Bearing 2x10 R.R.. 2x10 R 11 I I ...::::.:::.. 1 I I Wall i l l 1 1 1 �;:;';:;k. on F t .;;:::`•:;•:... ' 16" oc R.R . 1 1 1 31'-0" GO �0, 12 1 oc 12 :•;:::.. L.C. Co er I I I I 1 4:;::.. I (3) II 1/8" LVL w/ I o pP 3 1/2 I ATTIC ®®� �� 9 1/2 ::::: ::::::::.. L I UPPER HALL] W.I.C., BR3 BEDROOM 3 (2) 11"x 5/8" Stl. fE Pan Windows 1 Ov lay :ai' i 1 I Roo 12xI0 I _ ;, II 1/8" .:1. Joists. 16"oc I 1 : `' I I `/, \ ::•:;•:.. - �I 3/4" Plywd. Subfloor I I = - - - __ _ �_ - -��-- , Ix6 PVC Fascia Bd. Ta Ix6 PVC TtG Soffit - - _ -_ ---�-- -� ':® __ ___________ ___________ ) ` _ Ix6 PVC Frieze Bd. _ - _- - WF Girder/Dro Beam I I' Hurricane Straps on I/2 Round I Extend Girder ___ s ss===_s ®_ P ssss s= =sssss =_ _= I I f 3) 2 10 Hdr. i II All Roof Rafters I I Alum. Gutter I I Under Bearing i i = = 6" Roxul Insul. I I I I I L'2x8 C.J. (T ) Wall WF Girder WF irder I I I I I 1 II I I yP" All Floors for I I Sound Proofing I I I I 1 1 I 2x10 C.J. (Under , , tr , , I I I q 1 I I II Bearing Wall w/ I I I I 1 Walls (Typical): rT-� I I l 1/2" Plywood on I I I I I Red Cedar F-�--I I I I Window Seat Proy) i - i i 1 1 j I i (I) Side for Shear I I I I I Shrn les I I I i i i _ i i I I 1 I I I I h I I I �I I I I I I 30a Felt I �"I 6'-6" 5'-2" 4" 5'-2" 4" 2'-Q"� IS'-0" 8'-6" 6" 1 1 1 1 1 I q I I I II I I I I 5/8" Plywood Sheathing I I I I I h 1 I I 1 1 1 �i 1 1 1 1 1 1 1 M BATH III WIC I WIC I it MASTER BEDROOM I 1 1 I I 2x6 Studs, 16" oc I I i i ap ' 11 I I 4 I I II j I I I New 2" Closed I i 1 1 I 13'I-8" 4'-0" I'-1'O'1 4" 5'-I" I 4" 5'-I" I 14, CONT PORCH FOYER POWDER DINING ROOM , REAR PORCH I I/4" Thick I 16 -O" I I I I Cell Spray Foam I I 1 i i I I I I I I Insulation R13), i Bluestone Field I I I I I I I I II I I I I I I New in Random Rect. I I u l I I I I II New 2" Closed I I I I Batts (R13) 1 I , .. (2) 11 1 8,, II 1/8' I' Joists, 16"oc I 1 Pattern 1 I II I ; ; I LVL F.� I 11 1/8" 'T Joists. 16"oc Cell Insulation I I I 1 I I I i 3/4 Plywd. Subfloor 4" P. Conc. Slab I 1 I III I I 1 Il 3/4" Plywd. Subfloor ° "Box" 51 I I I 5/8" Gypsum Bd. W L ___---___----- I i - w/6"x6", 10/10 Shingle Flare WWF ReinF. Base of Srding� i I � I Shingle Flare t_-L ----------,� �� \ ------ --� Ba F Sd s se o i ing 6" Roxul Insul. New 2" Closed °0 e `'° 6" Roxul Insul. I;: I I I I I Stone Y Weer I I ;st All Floors for Cell Spra Foam �_: •�• in Portland Cement I �t I I I I I I I Afl Floors for �° ;a I I I I I Sound Proofing Insulation Sill I ; L.C. Copper I I Sound Proofing = See er Detlte n Porches I I I I I I I I I Header Detlail 1 1 Sill (Typical): Flashin Between I Above e I 1 IIO i 118 -6' I I I 1 1 15'-10" 10 on A2 Foundati n 11 (2) 2x6 Sill R 12'-5" IZ'-II" 1 Wall Sheathing t I I I _ I I I (Pressure Treated), Porch Slab I 1 I I 1 I I I I I I I Co er Termite p I2'-2" _0D Shield w/ Sill Seal t New 2" Closed 'f— • 16" A Cell Spray Foam 11 _ _ 1 1 32" c y n I I 1 > BASEMENT Insulation (R13) I I I 1 I i I I I I O o 5/8" chor Bolts , w/ BASEMENT BEDROOM ' I S uare 2"x2" Washer T (� BASEMENT FOYERI I I I I I I 1 I q I I I I II I 1 I I I I I I I r_J I I I I I i I I New _Cllosed 1 I I I I 4" P. Conc. Slab •'I• 4" P. Conc. Slab y 1 Foundation (Typical): 1 i ", I 10 i s I j I I I I I I I w/6"x6 10/10 Cell tiora( I)m I i I I 10" P d. Wall w/6'x6 O/ sua n (R3 I I w/ (2) ttSnBarso(To ) t I I I I I I 1 I I WWF RemF.I 1 11 111 I tt4 Bars 32"oc Ver'�t./Horiz. WWF ReinF. I I r-� I 1 I I P �. _______� 1 I I r r r ° • . `1 1 tt4 Bars 16"oc Between ° w ___J ---J Footing t Found. Wall _ L t L DRAWING TITLE: SECTION A SECTION f3f3 w/2" " P.eq Conc. Footing w/ 2" Keyway and 13) tt5 Bars (Cont.) SECTIONS Strap . ..::.:...:.: •:.:::.::-: :::::.::::: ::.:::::::. .:::::.:::: •::::.::::.: .-.:....... ............ ............ ............ ............ ...................... ............. ......................... ............ ......................... ............ ............ ............. ........... ............ ........... Ta ersawn (Pressure Ride p .:;:• •:;..';;;•;; :•::;:;•;:•;:•:: :::•::'.•::•::::: ::�:;:;•:;•::•: :•;:•::•::;::;'::;•:;:•;;;:•;:I.:::.;,;::;<'. "v::;:....... :';::•;;;:.:�:�;: :�::�;:�:�::�:;�;:� �::�::•::::' '•:i•:•:•iii:•:i•i: :i•i:•::i•i: r: �;;;:�..;;:;;;.;;:i•:.:':;':.i>i;:.:r;:� ;;:�;:�;;;;:� ;;;;;i;;:•:;�;:�:;�;;::;.:i:�;.��:�:�:�:�;:;;� :;;�:�:�i;:;�;i; �;i;i:;;�;:�;:;���:�;:�;i;:;;�;: i:�;�i:�;i; �;i;:i��� .:: �;.. Treated) Red Cedar .... ............ ............ ............ ...................... ............. ............ ............ ............ ............ ............ ............ ............ ............. ............ ............ .... .:::: •:::.. Roof Shingles, 5/8" Butt 12 Vertical t F�oriz. Roof Lathe 13 Strap Ridge (2) 11 1/8" LVL Ridge 2xl R 2x1 R GAF Deck Armor on eat on eat (2) 11 1/8" 5/8" Plywd. JOB: ATTIC LVL Ridge R F h is 0o S eathin 12 2x8 .T., 16 oc "' 2x8 C.T., 16"oc 2x10 R.R., 16"oc �iR�tY :;;•;:.; :::;;;•;:. 2x10 R.R.. 16' oc :: •.:. 2xl R. 16" oc L;.: "•>_3.:.. New 6" Closed Cell Spray Foam (R38) 12 350 ABORN LANE' >.. New 6 Closed t �r Ice Wat„ 85 x T I ( 10 NASSAU POINT RD) 2 6 oc C. tE H12x10 I.J 6 C c Cell Spray Foam (R38) >`'::---------- ---------- ---------- ---------- Shield CUTCHOGUE, NY n - -------- -------- ' ------------ ------------- o aers • 11 111 11 11 111 . •••::':�`;: � -2nd Floor - ----- � _ - - � ----------------------- - o Pll Ro F TOWN OF SOUTHOLD R Ft tt - - - ... :::::.. ...Wall.. SCT 1000 118 05 05 ....... ............ ............ ...................... .. ..........:: -� Ix8 PVC Rake Bd. II II i Ix6 PVC Frieze Bd. ARCHITECT: Ix6 PVC T tG Soffit II _ = Roxu I Sul. I a- I I _T Bearing W II Bearing Wall All I rior a s I oo I I EDR. OM 2 BEDRO 3 - for So d ProoFin GUEST BE OM `� <`: 12 FREDERICK R. WEBER ...... ...::•:;;:. ::: w/ I/2 i w/ I/2 Plywd. g :;:::: I STOR E I I 41 EAST MAPLE ROAD oo °`:::::;: I I 2x10 R.R., 16" oc ;;::>:;:::' 14 (For She a _ (For Shear) ':- GREENLAWN. NY 11140 i 111'-8 3/4" LL - - - - - - - - 9 1/2 II I-a 52 NOYAC PATH <:> 16" I Joists. 16'oc II 1/8" "I' Josts, 16"oc x R. .. 6 WATER MILL. NY 119'1L 3/4" Plywd. Subfloor a":; Fascias :; : ` ` Squash Blocks "Squash" Blocks 3/4" Plywd. SubFloor :.. ::::.::::::•:::::• :::.::::::•::: ::::.:::::.:::::::::::.:::::::::.::::.: : ::......::•:::.::::.::::::•:::.::::::.::.:.-:::.:::.::::::.:::.:::::.::::.:......•....•...:::.::::.......: :::.: li ............................................................................................................................................. ..... ........................................................................................................... .. • � • '� TEL 631 'i54-5555 :.:::.::::.::::.:-::::.:::.:::: 2x10 C.J.. 16 oc _ QQ �I$C�?QQ4 � 2 C .. I6 oc m fweberarchitect yahoo.com -WF Girder WF Girder 6" Roxul Insul. New 8" Open _w, -2x6 l- - - - - w Cell Spray Foam (R30) - - - - - - - - - - - - - - - - - - - - - - - x I I 2 nd SEAL: 5/8" T e "X" GWB . / 2 6 R All Floors For I/ Rou 9P ................. .................... ........... I I I Alum. Gutte (Walls t Ceiling) I �. ..1.... I I i 1 1 I I I II •6.� F.G. Batts 1 , = 1 1 I I 1'-6" 4 3'-10" 4' _i I II -O" 6 "1 14'-6"111± 3'_6" " 8'-0" HALL W.LC. HALL OFF4CE I 11 a�I GARAGE HALF BATH] ING ROOM i i LIVING ROOM i OD 26'=0" 1 I 11 1/8" 'T Joists, lCoc 11 7/8" ILVL F.J., 11 "oc w • `"' � II 1/8" "I' Jois s 16"cc 1 I � (3) II 1/S" I � 5" P. Conc. Slab I I 3/4" Plywd. Subfloor LVL (Flush ) (Cantilever) w/6"x6". 10/10 0 I T77 WWF Reinf. (Pitch QQQQQQQQ to Overhead Doors) a�• -------------------- ------------------- -- ------ ° °�• WF Girder w/ 2x6 R 6" Rrderoxul Insul. i 1 ' i" REV.: JAN 19, 2021 J Y Y s1 I w/ 2xi6 fL' All Floors for I I 1 Sound Proofing 1 I I 1 I r I I New 12" Closed I I DATE: DEC 28, 2020 1'-5 12 T-5 1/2' II'-8" 6 -10' 15'=1" ► 1'-5" 8'-0" 10•.'I I I 1 I I I Cell S ray Foam ' I i I I InsuliItion (R13) i i SCALE: 1/40 I'-O" I I I 1 i BASEMENT I I I 12'-0" 15' 6" IS'-0" JOB NO: 401901 I I I I I (Shed- Mudroom) I (Gable- itchen) Steel Columns on (Center Section) (Gable- Living Room) (MBR) I (0�'Fice) I I I I 1 1 P. Conc. Footings I i i I i ' I DRAWING NO. 1 4" P. Conc. Slab I� I w/6"x6% 10/10 I I WWF Reinf. . I _j I I I I 1 I I I I I --J I I I J . �---- �---- ---- --- �---- A7 SECTION CC- SECTION DD_ 1/4" = I'-Olt I/4" = I'-O" OF A9 F I N 1 S H S C H E D U L E SPACE FLOOR BASE CHAIR CROWN WALL5 CEILING HGT. REMARKS p FREDERICK 3" ROBERT m v -Its ° w E WEBER n, p s � E- CL U7 w Z lJ 1 IJJ LJ I O m °� Q E o�i Q E !# .J V z ... p I " o _U O z W 1- w z 0 0 w 0 ¢ _ o�c U D z x m °�° z 2 Q 0 ~ D U a oc 0 O u7 W Z w ce :r U - cA _ < Q - U ac W oWc m oc at �— sL O 0 U w W Q z U- ¢ ARCHITECT c� w 0 w Z W m Z a c�1 `'' z Q- cn o w m p z Z 0- =� W O z �t z < - - .o O = — O >- z z W W ~ _j W W H O )` w �- �- w W O m U U m y F- U x Z U �n •r v z = > = m ►- ►= U v7 U l� (A > U z FOYER (Coats) 0 ® 101 0 ® 0 1 10'-0" Paneling to 38" Hgt. POWDER ROOM ® 1 0 0 0 0 0 ® 1 10'-0" Honz. Bds, to 42" Hgt. DEN 01 0 0 ® 0 0 0 10'-0" Vert. Bd. to 66" Hgt. LIVING ROOM 0 0 0 ® 10 0 1 10'-0" Coffered Beams DINING ROOM 0 ® ® 0 0 ® 10'-0" Coffered Beams KITCHEN 0 ® 0 ® 0 0 0 10'-0" LL BUTLER'S PANTRY 01 10 0 10'-0" j PANTRY 0 ® ® 0 0 10'-0" HALL 1 0 ® 0 0 10'-0" LAUNDRY 0 0 0 0 0 10'-0" PET AREA © 1 0 0 1 10 1 1 0 10'-0" MUDROOM (Coats) 0 ® 10 ® © 01 10'-0" Vert. Bd. to 66" Hgt. W HALF BATH 0 ® ® ® ® ® 10'-0" Horiz. Bds, to 42" Hgt. r 1 MASTER HALL I 0 0 0 ® 1 10'-0" MASTER BEDROOM 0 ® ® 0 0 Varies MASTER HALL 2 0 ® 0 ® 0 10'-0" w WIC (Her) 0 ® ® ® © 10 -0' 5 3/400 COVE 4 1/2 " COVE WIC (His) A 1 0 0 0 10'-0" MASTER BATH 0 ® 01 1 1010 0 10'-0" FULL SIZE FULL SIZE OFFICE 0 0 0 0 ® 10'-01, FRONT PORCH 01 ® 101 REAR PORCH 0 01 16 0 0 SCREEN PORCH 0 © 0 GARAGE ® ® 0 0 ® 1 15/8" Type "X" GWB MAIN STAIR 0 0 0 ® 1 0 0 01 Varies Panels to 38" Hgt. REAR STAIR 0 0 0 0 0 Varies UPPER HALL (Window Seat) ® 0 0 0 0 ® 1 0 8'-0" Paneling to 38" Hgt. CAP OFFICE (Closet) 0 0 0 0 1 1 0 Varies MOULDING GUEST BEDROOM (WIC) 0 0 0 0 1 1 0 Varies GUEST BATH 10 01 10 0 0 8'-0" 0 BEDROOM 2 (WIC) 0 ® 4 ® 0 DRAWING TITLE: u— BATH 2 0 0 ® ® ® ® 8'-0" COVE FINISH QBEDROOM 3 (WIC) 0 0 0# 0 0 Varies SCHEDULE CY BATH 3 ® ® 0 ® ® ® MOULDING MOULDING MOULDING 3/4 TRIM BATH 4 0 ® _ CAP CAP CAP 0 0 ® 8'-0" STORAGE ® ® 1010 0 Varies FACE OF (][ RECREATION 0 0 ® 0 0 9'-01, COVE WALL-� COVE � COVE - JOB: J BASEMENT BEDROOM ® 0 0 0 ® 0 9'-0" _ 00 -1 BASEMENT FOYER 1 ® 0 © 0 0 °I'-0" \ GRAY w � N RESIDENCE U BASEMENT BATH 0 ® ® 0 0 0 °I'-0" 5/8„ 5/8„ Ix6 HORIZ. 5/8„ Ix6 T(:G 8510 NASSAU POINT RD STORAGE ® ® ® ® ® 9 —0 WAINSCOTING SHIPLAP V—GROOVE MECHANICAL ROOM 0 0 0 0 0 9 —O STILES t GWB GWB W/ NICKEL WB VERTICAL CUTCHOGUE. NY BASEMENT FOYER 2 (CD) ® ® 0 ® 0 9'-0,' RAILS JOINT BD. (OPTION TOWN OF SOUTHOLD W/ BEAD) SCTM# 1000-118-05-05 LL GYP. BD. ARCHITECT: m \ FREDERICK R. WEBER _ 41 EAST MAPLE ROAD r GREENLAWN. NY 11140 52 NOYAC PATH VENEER WATER MILL. NY 119"14 m PLYWOOD `r NOTE: m ALL ELECTRICAL RECEPTACLES 3/4 L TEberaL31t 154 5555om N 3" 3:T 5 1/4" �3�.4' 3„ BACK TO BE INST LLED y BAND HORIZONTALLY IN BASE 3/4x5/8 MOULDING (U LESS OTHERWISE SEAL. NOSE ( _ COVE PAEL COFFERED BEAM MOLDNG C14_ m 4" SQUARE EDGE cn BASE UNDER 1/4 RECEPTACLE OVER SHOWER CURB, � BACK I/8" I/ Ix8 Ix8 5/4x8 5/4x8 2 3/4" H. x 4 12" W. CABINETS, ETC. BAND BASE BASE BASE BASE (TYPICA ) ;J 3 3/j4 j 8 �3L4 3 4 WINDOW - M WINDOW/DOOR > HEAD CASINGS— TYP. M DROP BEAM I REV.: 3" = I'—O" Half Full Size Half Full Size SHOE MOULD DATE: DEC 28. 2020 SCALE: AS NOTED SHOE SHOE SHOE SHOE SHOE MOULDJOB NO: w20190'P DRAWING NO. Note: p Where Window Bills 8�� BASE (Typical) 4" BASE (Typical) Occur Direct)q cn Above Countertops, 00 1/2" 1/81, 1/8" i/ FULL SIZE FULL SIZE Eliminate Casing and — 3/4" A8 Extend Backspplash to 1/4„ WIDTH AS REQUIRED 1/4 WINDOW S1LL— underside of Shc - HORIZ.T� I� VERTICAL ELEVATION WINDOW 3/4 - CASING PANELING WAINSCOTING B0ARDS E30ARDS OF A9 „ SILL MULTIPLE UNITS Half Full Size Half Full Size Half Full Size Half Full Size Half Full Size Half Full Size SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE e EACH RAFTER REDERICK ICE SHIELD UNDERLAYMENT Joint Description Nail Sizes Nail Spacing ROBERT REQUIRED - 24" FROM EDGE ROOF'FRAMING WEBER HURRICANE CLIP Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter TYPICAL. Ceiling Joist to Top Plate (Toe-nailed) 3 - 8d per joist ARCHITECT Ceiling Joist to Parallel Rafter(Face-nailed) 3 - 16d each lap ALTERNATE POSITION OF Ceiling Joist Laps over Partitions (Face-nailed) 4- 16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Face-nailed) 2 - 8d per tie SIMPSON H3 Blocking to Rafter (Toe-nailed) 2 - 8d each end Rim Board to Rafter(End-nailed) 2 - 16d each end WALL FRAMING Top Plate to Top Plate (Face-nailed) 2 - 16d ' per foot Top Plates at Intersections (Face-nailed) 4- 16d joints-each side SIMPSON H2 HURRICANE CLIP NAILED. FROM PROVIDE 8d COMMON aMST31 METAL STRAP Stud to Stud (Face-nailed) 2 - 16d 24" o.c. RAFTER TO STUD. - ALL JACK POSTS Header to Header(Face-nailed) 16d 16" o.c. along edges NAILS 1" O.C. AT w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud 5 - 8d NAILS EACH END SHEATHING. SHEATHING TO LAP TOP 2 - 16d per 2x6 stud 2 - 16d per 2x8 stud WALL PLATES APA RATED PLYWOOD TO Bottom Plate to Floor Joist,Ban d joist,End joist or Blocking (Face-nailed) 2 - 16d 1 '2 per foot EXTEND TO TOP OF TOP PLATE. 4 - 8d NAILS FLOOR FRAMING TYPICAL r � �MST31 METAL STRAP _ Joist to Sill , Top Plate or Girder (Toe-nailed) 4- 8d per joist w JACK POST MST, STUDS Bridging to Joist (Toe-nailed) 2 - 8d each end ) w/ 4 - 8d NAILS 948" O.C. Blocking to Joist (Toe-nailed) 2 - 8d each end v EACH END - TYP. SIMPSON MST21 Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block 1 1/2" WIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist METAL STRAP 932" OC. Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist W MAXIMUM. Band Joist to Joist End-nailed FLOOR JOIST = Band Joist to Sill or TopPlate Toe-nailed 3 - 16d ' per joist P ( ) 2 - 16d per foot DOUBLE TOP ' PLYWOOD SHEATHING = ROOF SHEATHING ~� PLATE TO OVER LAP BOX HEADER 8d 4" o.c. perimeter zone r -� 2 x 6 sl6" O.C. BEAM - TOP + BOTTOM. = SIMPSON MTSA 18-Z W/ Structural Panels other 6" o.c. edges of w STUDS (6) 8d NAILS TOP i panel , 12" o.c. interior BOTTOM 9 32" O.C. Diagonal Board Sheathing of panel 1" x 6" or 1" x 8" 2 - 8d per support SECTION ELEVATION 1" x 10" or wider 3 - 8d per support CEILING SHEATHING Gypsum Wallboard 5d 7" edge /10" field SIMPSON MTSA 18-Z W/ WALL SHEATHING �(6) 8d NAILS TOP i T k BOTTOM s 32" O.C. _ Structural Panels 8d (see table 3.9) v SIMPSON LTP4-Z W/ SIMPSON LTP4-Z W/ Fiberboard Panels ld> 8d NAILS TOP t - (0 8d NAILS TOP 1 7 /16- 6d 3" edge /6" field BOTTOM s 32" O.C. FLOOR JOIST = BOTTOM a 32" O.C. 25 /32" 8d 3" edge /6" field NAIL SHEATHING TO SILL PLATE _.. �8d NAILS 4 " O.C. = .3 ... :.,=::•i'••{••"••• {.•• • =- TOP OF FOUNDATION DATIO N Gypsum Wallboard board 5d 7 edge /10H field DRAWING TITLE :(SHEATHING .0 LAP SILL PLATE) • Hardboard r 2 5 REBAR 8 (see;.F•: t•' ••;`; s table 3.9 ' s • •5rr Particleboard Panels 8d (see e table 3.9 C E D SILL PLATES COPPER TERMITE I E EL .'r.i •'%i•. t i 5HI D M A Q TR EATED. Diagonal onal Board Sheathing w/ SILL (TYP.) r. .:)�, i i :��':•• •`•"f.=': ^,:5... 1.• . 1 1 - x 6 or 1 x 8 2 - 8d per support - N N P PP r. ' ': :'• _ .�>', r_•�: •': •� 1 x 10 or wide�•! '••1tiy per support EE FOU DATION DW - P PP S N G. FDESIGN/REINFORCING � � FLOOR E TH N F A�i I G Structural Panels 9/8" x 16" A.B. 932" OC. 1" or less 8d 6" edge /12" field w/ 2"x2"x3/16" WASHER. greater than 1" 10d 6" edge /6" field (HOT DIPPED GALV. OR STAINLESS STEEL) HOLD DOWN + SHEAR CONNECTION CRITICAL PATH Diagonal Board Sheathing JOB: ISOLATE WASHER FROM 1" x 6" or 1" x 8" 2 - Sd per support GRAY SILL PL W/ FELT STRIP 1" x 10 or wider 3 - 8d per support RESIDENCE ______ ---------- --------- ---------- ---------- �Nailingrequirementsarebasedonwallsheathingnailed6" on-center at the panel edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall 8510 NASSAU POINT RD be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. CUTCHOGUE. NY 2When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to be reduced to 1 - 16d nail per foot. TOWN OF SOUTHOLD ................)'1 SCTMS 1000-118-05-05 ARCHITECT: ii .�J FREDERICK R. WEBER 41 EAST MAPLE ROAD " " " " ' GREENLAWN, NY 11140 PRO LDE.'6d'C0.ftf 0.R'NAIL5.g' O.C. AT LL •AREAS Of•ROOF •FURTH R DESIGN CRITERIA: 52 NOYAC PATH T N.'4".'i 1 011 .RfDGE/H1PlGAgL'E'. WATER MILL, NY 119'14 ii . . . . . . . . . . . . . . . . . . . . . . . GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 431 154-5555 " " FIRST LEVEL - 10 PSF. L.L. FROST LINE DEPTH - 36" Nueberarchitectgyahoo.com • • • • I I/4 x 20 GA. GALV. STRAP I I/4 x 20 GA. GALV. STRAP ----------- w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY EACH END 916" O.C. EACH END 016" O.C. BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT SEAL: WIND SPEED - 130 MPH 1 1/4" x 20 GA. GALV. STRAP ICE SHIELD UNDERLAYMENT REQUIRED - YES w/ 5-8d COMMON NAILS TO 1 1/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B FDN. 016" O.C. w/ 5-8d COMMON NAILS IN -' EACH END 916" O.C. • PROVIDE 8d COMM N NA a 4" O.C. 1 AT ALL HIGH PRES U ZONES 4 DESIGN CRITERIA: PROVIDE 8d COMMON NA S 4 0. NOTE: HIGH PRESS RE ZONES ARE ALL AREAS , AT ALL HIGH PRESSURE Z ES ye row 4'-0" ROM ANY RIDGE, HIP OR GABLE END . • • • DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME : } NOTE: HIGH PRESSURE ZO S ARE LL AREAS CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. 1'-0" FROM ANY RIDGE, P OR GABLE END -------- 2'-0" MAX. 3°t 1 ' " 2'-0" MAX. WINDOWS - GLAZED OPENING REV,: Q=====__�__=====II <1;.��1 �;•,e� 2 3d COMMON DATE: DEC 28, 2020 NAIL 5 TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM SCALE: AS NOTED PLATE .. E 1996 AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT JOB NO: w201901 RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS ROOFFLAN_ ' . 3 A ..: OF 7/I6" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING ` q,A� � PROTECTION. ATTACHMENTS SHALL BE 2 1/2" u8 WOOD SCREWS, IL" OC • t� DRAWING NO. ° FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' « ° GARAGE DOORS TO BE RATED FOR 130 MPH WIND LOAD. COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR A9 OF A9 FREDERICK A ROBERT A7 WEBER 5'-4" 10'-8" 10'-8" „ ell 16 0 ARCHITECT OPEN PORCH i SCREEN PORCH 6x6 Pressure Treated 6x6 Pressure Treated Post, Encase in IxlO Post, Encase in Ix8 "Versatex' Trim w/ Base, "Versatex" Trim, Bolt to t Cap, Bolt to Found. Found. Wall, Strap to Hdr. Wall, Strap to Hdr. (Tgp.) B (3) 9 1/2" LVL Hdr. (2) q I/2" LVL w/ (2) 3/4'x9" Stl. E Hdr. (3) 9 1/2" LVL Hdr. (3) q I/2" LVL Hdr. (3l 9 I/2" LVL Hdr. i Al III I I C / \ • I !�J�\��\ Studs (Tgp.) / _ \\ v I•I v / (3) 9 I/co 2 LVL Hdr. i Q\ / �, \ o 0 0 o o / I I ------------:------ za 00 nr elf' �i c, ( I -? �/ > 17 I 00 �\ x ry/� �� \ �'��� I Iv' X X °x° X °o to Girder (Use 5"x5"x3/8" / \ 2x10 R.R., 16 oc I 2xlo R.R., 16" oc I O I 0 U U Provide Fla C Connection Column /� \ I I �i l2 I I O o-- 11 O O / N N p' I 1 cy o M I'I cv Column to Add Lateral Strength) icy I I ;,, = See Anchor B It Details ,� / �\ 2XIO C.JI, 16" oc I _ s I I , cv �� I L----------------------------- p II 2 10 R.R., 16" oc 2x10 R.R., 16" oc I I Ridge - (3) 9 I%2" LVL Hdr. W 12x22 w/2x6 op f'L (Droop) ,/ \ ! (3) 9 I/2• LVL Hdr. / I I y Coffer Beam__-------------------- , �,-------- ' --� — — — — — — — — — - -_-----_-------- —————————————— — _ I N I 00 Ln IN �.• // N N N ---------------------- I1 o�' / \ trip / �kl I I I 1 -- ) II 1/8" LVL F,J. w( (2) II'x5/8_��.—R \I / r — __—r--:+ I Steel oIB. \` o / I `J N \p / +/p O I E R-�` / X. _ I 5"x5"x3/8" I I (Steel Girders �0 Js• �' ❑ I I 1 Bolted to Stl. m �,+ ��e. .• ' _ Steel Col., I I Columns, T, \ / II 7/8" TJI 360, 16" o.c. I I II l/8" TJI 560. 16" lo.�. I I1 II 1/8 TJI 360, 16" o.c. 0 j I I I I I 1 0 C� . 1 a 4' ' a 41, 71 _ y6 I5 -8 x �\Q/ 6 1 6 I =6 \' / N r 11 ri ..•�/'. Overlay ---=-i ^I IlCoffer Beam ----- I ^I 'L Coffer Beam --------I-------------- I �\9 // IH x \O \�//./.• / .• I Roof x i i , i�------------- ----- 1 al IL--------------I--------- / x10 R.R.. 16" oc 1 V1\ / cv \ / /..• / cv , i i o ------------- --� 1 0l I I tY \ i I \\ \i��f/ I " ---_-� i DI I I I D I I 1 O ,•.:)-9 1/2 LVL biam w/ (2) 3/4 x 9 Steel R (Flush) I \ ------ —____--- i� \ ..... .. ....:.... ..... ......................0 I I...1.................................a . . ...........................................:............................. ......... r.. ...... . . ....... ..... . o ... ..... ,O. . I I 1 (3) 9 I/2" LVL Hdr. / "' """'•' o I -------- - i III I 1 --- 2x10 R.R., 16" oc : � ~I •I � � I I ~I I I � i- •I I // �` I I 2x10 C.J., 14" oc 0 Q i XI I I I X I 1 I 1 1 , cyl I I I cy I I --- - ` ' I J ; �I I I Coffer Beam I I �I I Coffer Beam Ge/ - ��.� j I III i r I F------------- -------� I a I --- \h QI IF------------- ------�� I �I f--------------:--------- �Q/ „ \9 1 01 I rI I rI IF--------------:-------------- I 2XIo R.R.. 16 doLni I cvi I i °A I I 6x6 Pressure Treated o 1 1 � Post, Encase in Ix8 I> / N� i Al 1� I > II -1/8 TJI 360, 16" o.c. j j II 1/8" TJI 560, 16"1 01c. III II 1/8" TJI 360, 16" o.c. "Versatex" Trim, Bolt to II I Found. Wall, Strap to Hdr, . I I Bearing Wall 4 x4 xl/4 I I 1 I I -_-_ • r-�2 , \ ------------------------- I I Steel Col.. I I I I a /.W 12x35 w/2x6- To\ (3) 9 1/2" LVL Hdr. (3) 9 1/2" LVL Hdr, N p l� (Oro ) --� = 1- P I I Coffer Beam ........... . �..............................---------------- _ _ _ -------- _= — ————— ————— _ ———— -J I L-------------—•———————————------- — ----------=- DRAWING TITLE: FIT L r \\ U o I i 17 II I I i.11 i // \ � D a�� / / Al4"x4'xl/4" IcvI I r-1i-,�----- / N\ 2ND FR,4MINC�2A0 R.R., 16" oc > , I i I I I Steel Col., I / I LIST FLOOR) N I I 1 BearingWall: '2) 11 1 8 us 1 / J �' axlo c.J.. 16° o� I I N 1 ( - - - 0 1 0 N, I - - - - - D10 I I I /� ------- CA I — 1I Ln I vo \ X I I i I IL I �! I = � \ 7 (2) 16' IL'VL ( nder Dormers) I i I I I // -'- _ L - - - - - - - - - - - - - - - �- ____ _ Ridge \- - —I-- - -- ---------- I / I- ----J-- ------------ L - _ - - - _ - _ - - - - - - _ _ --- _ -- ? - -_j---------------- I�l IV, Ln ? I II 1/8" T,kl 360, 16" o.c. > III II 1/8" TJI 560, IC, o.c. � I 2� I x o p ; � JOB: I r I• I r ' I o - GRAY (2) 11 1/8" LVL (Flush) III Ln IF(D o—i RESIDENCE 16" TJI 560. 16" o.c. ? — — — — — — — — — 6IT-10" II - I I 1 n% I 350 ABORN LANE I N UP I I Q > I (8510 NASSAU POINT RD) X I CUTCHOGUE, NY —.—.— - T Overlay cy I R '! � +i RooF I -------------- I (3) 2" LVL H 13) 9 142111 Hdr. I N ' TOWN OE SOUTHOLD I _ -- - (3) 16 LVL (lander Dormers) _______ - - - - - - - - LU - v �� f� a '� //ui'I' � I r --------- -== ====-====:=====_______=___-----___ ° o ° 0 ' I SCTM>IC 1000-118-05-05 � I \ / I 11 1/8" TJ:1 360, 16" o.c. I / 2z10 R.R.,1 2x10 R. . \.• 1 ARCHITECT: 11 1/8" TJI 360, 116" :o.c. i �i (j ai U •) Zxl IHdr. (plus I I j j I I I � O ? �/ 2x8 C.,1., 16" oc �� 1 FREDERICK R. WEBER I -j I I I IL-2 i D cv cy cv cv � --- ,------- 41 EAST MAPLE ROAD 1 I I ' I I 16" TJI 560, 16" o.c. , ' = i - p GREENLAWN. NY 11'140 0 1 I......= ............. , 1 I {........................... ......................... I —.—. -- ----� i---=-- - .—.—.—. __— ___ I (2) q I/2" LVL Hdr. 'v 52 NOYAC PATH (2) 9 1/2' LVL Hdri r i WATER MILL. NY 1197E I c� ----- — (3) 9 1/2" LVL Hdr. (3) 9 1/2" LVL Hdr. . III �I III (2) 9 I/2" LVL Hdr. (2) 9 I/2" LVL Hdr. (3) 9 1/2" LVL Hdr. W I N D O W S C H E U L E TEL L31 '154-5555 -------l_r------- i I �(2) 2x4 I Pweberarchitect9gahoo.com I I I 4'-O" 15'-6" 18'-D" Studs (Typ.l Unit Model # Area I i I I 15'-6' 16'-0' R.O. O n Egres $EAL: (3) 16" LVL (Under Dormers) I P g _______________� ___ ____ = I 6x6 Pressure Tr ated ® ADH3250 3'-2"x 5'-0" Yes I PROVIDE "SIMPSON" HDU2-Z HOLD-DOWN FROM STUD WALL/WALL PL Post, Encase in IAO 1 j I 2 TO FOUNDATION WALL "Versatex" Tri w/ Base, B B ADH3058 3'-0"x 5'-8" Yes I I I Q PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL t Cap, Bolt t Found. 2ND FRAMING y I AlWall, Strap to Hdr. (Tgp.) O,P' C ,_ „ O APW5058 5 0 x 5 8 No _j „ " N; A NST FLOOD` ) 1�' ,n I . I 16 TJI ;560, 16 o.c. NI Al - O APW6058 6'-0"x 5'-8" No , � I \ FRAMING NOTES: ���„ = i'-o" � ) APW4458 4'-4"x 5'-8" No II i �j 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRU 7URAL GR DE No. 2 OR BETTER l3) 16" LVL ( Jnder Dormers) I C I O APW4050 4'-0"x 5'-0" No y - - - -- - - - 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" MIN. THICKNESS OR AS ((OTED. Al 1 I - __-___ �_ ___-________ _______________r=-=-____-__ = I ,q� Model Numbers Refer to "Andersen" A-Series, PG50, 1 FI I I - I 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. -HICKNES ALL EDGES OF PLYWOOD Low-E4 w/Argon Glass, Simulated Divided Light O ADH2858 2'-8"x 5'-8" No TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO F OOR JOIST I I -J I I� I 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGH S, 9'-0" A D OVER WITH TRIPLE UPRIGHTS. I ® ADH2648 2'-6"x 4'-8" No FEB 25. 2021 i ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WA OR ASS OWN ON DRAWINGS. DOOR SCHEDULE REV.: JAN 19. 2021 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y S. CODE OR AS NOTED 5 8'-0" O.C. I JO ADIH305O 3'-O"x 5'-0" No 1 I PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. L---------------------------=---------------------------� DATE: DEC 28. 2020 (3l 9 I/2" LVL Hdr. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. I Unit Model # Width t Height KO ADH3048 3'-O"x 4'-8" No 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR A NorED ON DRAWINGS. I SCALE: 1/4" - 1'-0" ' 1 Front Doors w/ SideLights 3'-0"x 8'-0" (Door) w/ © ADH28`48 2'-8"x 4'-8" No 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALV NIZEE METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. I 0 "Simpson", Model 31508 (2) I-2 x 8-0 (Sidelights) JOB NO: w2O19O1 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A INIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL I "Andersen" FWHID54APRL 5'-4"x 8'-0" O ADH2O50 2'-0"x 5'-0" No AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 0 Frenchwood Inswing Patio Door (R.0.) 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D a 4" O.C. EXTERIOR ED ES AND 6D e IZ" O.C. INTERMEDIATE. I O AAN2O20 2'-0"x 2'-0" No DRAWING NO. "Andersen" FWHID54APLR 5'-4"x 8'-O" 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" I O Frenchwood Inswing Patio Door (R.O.) OR APPROVED EQUAL. © ADH2840 2'-8"x 4'-0" No 12. ALL RE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, I ® "Simpson Model 31508, Right 2'-8"x 8'-0' (Door) Outswing, (8) Lite, (1) Panel, SD GIRDER AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACT RER'S RECOMMENDATIONS. WEB STIFFENERS I ® APW3O38 3'-0"x 3'-8" No SHALL E REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR "Simpson", Model 31508, Left PERIME ERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. I O Inswin , (8) Lite, (1) Panel, SDL 2-8"x 8'-0' (Door) • g ® ADH3038 3'-0"x 3'-8" No S1 13. ALL �,ULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. ACHINE BOLTS ° 24" D.C. I "ThermaTru", Smooth Star, _ .14. PRODE FIRESTOPPING AT ALL LEVEL PENETRATIONS. I © Model CCA%O (Garage) (2) 3 0'x 8 0 (Door) O ATETD58 5'-8"x 1'-4 1/4" No 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 81. "ThermaTru", Smooth Star, ,_ " OF 52 Model CCA240 (Basement) 3-0 x 6 8 (Door) TO ADH2O4O 2'-O"x 4'-0" No FREDERICK A7 ROBERT WEBER ARCHITECT B '-------------- -- ----------------------------------------------••---------------------- A� ----------- =�--------------------- . . : : I I '�••I .I � I I I I I I I I N`P I I I I (2) 2x4 I I r II II II II I I (2) 24Studs (Typ.) (2) 9 1/2" LVL Hd (2) 9 1/2" L L Hdr. Studs IT yp.) -----------—————————————— ——— ——————— Il Ridge � - ------ ---------TT- I - - -- - - - - - -1--------- ----- 1 I (2l I/2" LVL Hdr. i ( 1 1/2" LVL Hor.rl I > Ij I I I :' � 2 I I I I I I JtV I r I I I r / .• \ '•. 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I I �, I I' "' \A P ----------------- i I I \ '. onl a I - - --f- I I (2ND FLOOR) ------ _- - - - - I \ _ III >- - - - = i 1 2x5i�Q:JJI 66" oc 2 i III s 1 r------- I - 1 � - - c / :• I Hip 1 1 I 2x8 C.J , 141, oc I I I I _ � �+ I c`. xl Jl 16' c I 2A0 R.R., 14" cc I I IP R.R., IC ocI I 1 \ .I I I I I(2) 9 1/2" LVL I HdrID . aI I (3) 2x10 R. (13) IZAO R.R \1I ___- -- i c5' O10 Hd . C)______ x I ------ i Ridge \-__--�---- I� ------- - LL_ II ,•. ♦ ''•L I '.. \ '•.`� _ III '� III :• / � I I / \`�l� I ` \ •ALL- I II10 ( 0 III _ I i 1 �. JOB: o I \ 2x10 I� on I \ '. III x "Eyebrow" x III U v Q o III L La I - -p - -� - — -v v` U CV (Y -' k: / ,o I I ♦• ---- /[Y III \;ice I �O/i (III' - -- -- X - - _ Roof Sheathing I \ = I O III Window III > I �: I I GRAY :v (Y III I'1+ I Overlay.\ I \ �v O CsR,4 - Ridge ` I III Rid - Roof \ x III i III x ----- --g-----O-uL-----� �-----1W—e------g---- ' --- ------�-- '' I \�. I III" u, lil cV I I 1 1 1 I RESIDENCE I: r' (0 , I +x cv �+ v III__ (2)_2x10 H r. III / U I IU I � xlll / \ .2 III x � •. � '•. III III / � I Im I �L U III I \O III U I / .' :`�`� '� U ODIII ��'�� \ L III -- / v I �. -----____,- _= r o 1 �I l o I I 350 ABORN LANE O ° �, `V n I �`e j ` //� III ` ' p ° x I ' iY In (3) 9 1/2".LVL dr. (UptL-0 / 1 v_ I 1 43 I 1 (8510 NASSAU POINT RD) III, / \y III x , .•• i tr I i I CIJTCHOGIJE NY cv �, II i \ II , I II.5 1 I (3) 2x10 R„l:/ -___- (3� �,;K10 R.R.-_- y �' I I I 1 I I I I TOWN OF SOUTHOLD --------- ------=� _____=T=_____ �======= _________= 1 I 1 � I I 1 I SCTM# 1000-118-05-05 I I (2 9 1/2' LVL Hdr. I (3) 1 I/2" LVL Hdr. I 1 - I I 1 L I 2x8 C.JI, 16" cc 11 I I Pitched I 2 1 Cell I Pitched O I 12) 2x4 1= Ceiling I I Hgt. II'-4„ 1 Ceiling I j J���e I I I I = 1 I c, ARCHITECT: I �, I L I I �y l I Studs (Typ.) 1 y I I I I ->' i rn 1 I I m I v 1 �] I �j/co I I i I� 1 1 I I N L ______-� 2x1O R., I6' cc I 2x10 R.R., IC cc i I\ I �2x1O P.R., 14" cc 1 � 2x10 R.R. IC cc FREDERICK R. WEBER 1 1 U 1 I V I I I 1 1 I 1 1 41 EAST MAPLE ROAD I 1 � _ 1 2x8 C.J., w, cc ' la- I „ 1 L------- -------� I I 2x1O R.R., 16" oc I 2xI0 R.R., I6 cc I - - - - T - I IN I I/ 2x8 C.r., 16 cc 1 I GREENLAWN. NY 11'140 o1 $ I - - - - - T - I :..:I.................................................:..............................................I:_ I 1 1 1 :..:I.................................................:..............................................i...... I 1 I 52 NOYAC PATH _ WATER MILL, NY 119'1L l Pitched I Celling ' 1 Pitched I I L----------------------------------j L----------------------------------� WINDOW SCHEDULE TEL L31 -154-5555 J Ceiling I }Igt, q-I"\ I I Ceiling I (2) 9 1/2" LVL Hdr. 12l 9 I/2" LVL Hdr. fweberarchitect9g6hoo.com R.O. Area Egres I I I I I Unit Model # (3) 2x1O R.l . r, (3) 12AO R.R. I Opng In F ® ADH325O 3'-2"x 5'-0" Yes _________ ________ ______ �= _== ---------_ SEAL: - ________- y B © ADH3O58 3'-0'°x 5'-8" Yes o o III \��y 1 J� III ac a PROVIDE I/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL ROOF O Al > `' s it \\/�I ��/ n Ridge �' A ��ti © APW5O58 5'-0"x 5'-8" No - - Rid e - - N _ FLOOR ) ,_ „ D APW6O58 6 0 x 5 8 No U Al O " +°�� ► \?:'� � � FRAMING MOTES: I��{„ = I,_o,� I N O o �, `, i l l \2J' / i \ 1 I ty o o x cv O APW4458 4'-4"x 5'-8" No ,.. C `� II1 I \` �ylll � C I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER F APW4O50 4'-0"x 5'-0" No - t3)_2x10 Rlil�/� _ � (33� g�ClO R.R. O ___ _______ __ 2, ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN, THICKNESS OR AS NOTED. _____ ,q� Model Numbers Refer to "Andersen" A-Series, PG50, I 2x8 C.J., 16 cc I 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/1" MIN THICKNESS. ALL EDGES OF PLYWOOD Low-E•4 w/Argon Glass, Simulated Divided Light O ADH2858 2'-8"x 5'-81, No F I 2x10 R.R., I cc xlp R.R., 16" cc TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. L__-- I j I I I 4 ALL LL HEADERS HEADERS 6SHALL BE A ER SHALL MINIMUM OFB2- x SUPPORTED WALLT( - UBLE x8 IN 6'PPWALLSOR A SHOWN ER WITH ON DRAW NGSLE UPRIGHTS. L� I I C HO ADH2648 2'-6"x 4'-8° No FEB 25. 2021 ___ - ------_ , 1 „ DOOR SCHEDULE REV.: JAN 19, 2021 ____---- ________- 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8 8'-0 O.C. � ADH3050 3'-0"x 5'-0" No PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. DATE: DEC 28. 2020 (2) 9 1/2" LVL Hdr. 4. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. Unit Model # Width t Height KO ADH3048 3'-0"x 4'-8" No 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. SCALE: 1/4" - 1'-0" O "Simpson". Doors w/ SideLights 3'-0"x 8'-0' (Door) w/ © ,QDH2848 2'-8"x 4'-8" No 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. Simpson , Model 31508 (2) 12 x 8 0 (Sidelights) JOB NO: w201901 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL "Andersen" FWHID54APRL 5'-4"x 8'-0" M ADH2O50 2'-0"x 5'-0" No AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. � Frenchwood Inswing Patio Door (R.0.) O 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND 6D 8 12" O.C. INTERMEDIATE. "Andersen" FUJHID54APLR 5'-4"x 8'-0" O AAN2020 2'-0"x T-O" No DRAWING NO. 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" 3O Frenchwood Inswing Patio Door (R.O.) OR APPROVED EQUAL. © ADH2840 2'-8"x 4'-O" No "Simpson", Model 31508, Right 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-[-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, ® TAN 8'-0' (Door) GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS Outswing, (8) Lite, (1) Panel, SD ® APW3038 3'-0"x 3'-8" No SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR "Simpson', Model 31508, Left PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. O Inswing, (8) Lite, (1) Panel, SDL 2-8"x 8'-0' (Door) g ® ADH3038 3'-0"x 3'-8" No S2 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 8 24" O.C. "ThermaTru", Smooth Star, , 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. © Model CCA240 (Garage) (2) 3-O'x 8-0 (Door) O ATETD58 5'-8"x 1'-4 1/4" No 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NET TO EXCEED 8'. "ThermaTru", Smooth Star, „ " OF S2 O Model CCA240 (Basement) 3-0 x 6 8 (Door) TO ADH2O40 2'-0"x 4'-0" No I NOTES : I ELECTRICAL FIXTURES : AFFLIANC �I_ ELECTRICAL I V O T S : OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRACTOR I- RECEPTACLES d SWITCHES TO BE "DECORA" (LEVITON), WHITE. I- RANGE: (8) BURNER DUAL FUEL, 48". BURNERS- PROPANE, DOUBLE OVEN- ELECTRIC I- CHANDELIERS (DINING. FOYER, ETC.) FREDERICK 2- DIMMERS TO BE "DIVA" (Slide Control), WHITE. 2- KITCHEN PENDANT ROBERT 2- WALL OVEN: 30 ELECTRIC WALL OVEN. 30 AMP CIRCUIT 3- ALL RECEPTACLES TO BE MOUNTED HORIZONTALLY AND CENTERED IN THE BASEBOARD. 3 WALL SCONCES 2- MICROWAVE (OVER WALL OVEN): DEDICATED/GROUNDED 15 AMP RECEPTACLE 4- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. 4- SURFACE MOUNTED CEILING FIXTURES WEBER 4- REFRIGERATOR: 36", DEDICATED/GROUNDED 20 AMP RECEPTACLE, (HIGH) 5- ALARM CONTRACTOR SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE, HEAT, CO AND LOW TEMPERATURE 5- ALL DECORATIVE EXTERIOR FIXTURES 5- DISH WASHER: ELECTRIC t PLUMBING DETECTORS PER CODE (MINIMUM) AS WELL A SECURITY ALARM SYSTEM. 6- PATH AND POST LIGHTS 6- BEVERAGE RERIGERATOR, 24" WIDE/UNDERCOUNTER, DEDICATED/GROUNDED 15 AMP RECEPTACLE 6- AUDIO/VISUAL CONTRACTOR SHALL INSTALL AND WIRE ALL COMPUTER (CAT 0, CABLE TV OUTLETS, 71- CEILING FANS (To be Mounted on Bracket Spanning Joists) 7- WINE RERIGERATOR, 24" WIDE/UNDERCOUNTER, DEDICATED/GROUNDED 15 AMP RECEPTACLE TELEPHONES AND INDOOR/ OUTDOOR SPEAKER CONNECTIONS. 8- ICE MAKER, 18" WIDE✓UNDERCOUNTER, DEDICATED/GROUNDED 15 AMP RECEPTACLE -I- ALL WIRING FOR OVERHEAD DOORS TO BE CONCEALED IN CONSTRUCTION. ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: ARCHITECT 9- KITCHEN HOOD: 48"ll AS"Hx24"D, CT EXTERNAL BLOWER, 900 CFM 8- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE. I- ALL PORCELAIN FIXTURES 10- WASHER: FRONT LOAD 9- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO"), 4"0 HOUSING t TRIM (White) 11- DRYER: ELECTRIC DRYER 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS (WHITE). 4- UNDERCABINET KITCHEN FIXTURES (LED STRIP). 5- BATHROOM EXHAUST FANS ------------------------------------------------------------------- ----------- -----------------------------, I _ ___'-- � ___=== ===___ -- -------------------- --- ----------- --- -------------------- --- -------------------- -------------------- ——————————————————— I To Dock I I I ---------------- qP I I Hose Surface ( Bib L-------------:---------------- �� `IY I—I-- ---------- W.P. `H'W.P. o— ------I-------------- '/ I -- --- rc II - ----------- I I I / i I I l \ /I / / 0GF1 - - -- -------- --- ----- --- --- V 1 1L,, I ------------------- \\\ \�\; /�/ ,i DW: r'endant, 00 ------�\ ----- I I I I------------ ° I i I I I I 10 / Chandelier I I iI i...i. .... .....I...I..... ...... ......... ..... . . ........ ..... ............ ... I . I......... ....... ........... ... ........... .. ... .........I........... . . o \ 10 -------- ----I III Q I I I 1 1 I I I CI i i ° I I I I Q I 4- 1 I I I I I I � �------ ---�� I I I I I I I / I — Pendant I I --- --- ----- --- ---� I I ----------- ------ --- - ; I Vi I I F-- ----- --- il — ----------- ------ ---- , \ J GFII--- I p cn -7-\ r\` -------------------------- I.... ...................................................... .. I \..... .. ------ I Q--=-- ----------II==--- - - ---- -k ----- I I lne I �II�IIlce IBev. -- -------_ ---------------------------Ref. --____--- WO/Mi ro IMak Ir I I Iii Surface \ \ i DRAWING TITLE: 4 ElTIC, OGFI FI OGFI ELECTRICALHae � I I I I I I � ii r-------- OA I `\ / IST FLOORS rf�ce 10W.P. U.I.P. ur I Srface0 Su face - GFI GFI I I .. �. S dace Wate for I I I 7 Ice : aker I I I o 2 I Surface / T s t to r I I 3 OCO 1/' JOB: I �� GRAY I I I i - I I GFI RESIDENCE I AC ELECT IC�AL SYMBOLS 350 ABORN LANE st U I ° o I (IA) (8510 NASSAU POINT RD) P \ I 3 3 Surface old SYMBOL DESCRIPTION CUTCHOGUE, NY ---------- ---� Ir rrI 01J.P. ® : I QD DUPLEX RECEPTACLE TOWN OF SOUTHOLD I I AC 5CTM# 1000-118-05-05 (IB) VP DUP.REC.-WATERPROOF I I Surface GFI Surfac ' iW GFI DUP.REC.-GROUND FAULT ARCHITECT: AC ® DUP.REC.-FLOOR PREDERICK R. WEBER F ` , �D -_---_ ________ DUP.REC.-(()SWITCH OPER. 41 EAST MAPLE ROAD Hose J SPECIAL OUTLET GREENLAWN. NY 11'140 -----------m____ I :rh ®-------------- ---------- --- Bib 52 NOYAC PATH Ovhd. r----_ �GFII ' ' `Y GF' ' _ WATER MILL. NY 119'IL I Door I --- SURFACE MTD.-CLG. I I I Hose OF, SURFACE MTD.-CLG. (Porcelain) TEL 631 154-5555 I I Bib RECESSED-CLG. fweberarchitect6gahoo.com To Path/ Y Pont Light iO WALL MOUNTED SEAL: ------------ - I I I DUP. FLOOD 04 RECESSED- DIRECTIONAL I I I I I I �• SHOWER LIGHT (Wet Location) LL I I 0- UNDERCAB. FIXTURE Ovhd. I I I Door © DOORBELL/CHIME �1 I I I I I EXHAUST FAN I . PADDLE FAN I I I I ELECTRICAL �-� + �- I I I Q SPEAKER ' I I -JI t II 1S T FLOOR Veh le Charging -O" A TELEPHONE FEB 25, 20210GFI 0GFI O CABLE VISION REV.: JAN 19. 2021 I L------------------------------ COMPUTER (Cable t Phone) DATE: DEC 28, 2020 TQ THERMOSTAT SCALE: 1/4" - I'-On FAN/LIGHT NOTES : C �' LUMBI �� C� OTCS : O SMOKE DETECTOR JOB NO: w201901 I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. Oco CARBON MONOXIDE DETECTOR DRAWING NO. 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. SWITCH 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. 3 SWITCH 3-WAY 4- ALL DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST-IRON TO REDUCE SOUND LEVELS. 5- ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT-OFF VALVES IN BASEMENT. $ 4 SWITCH 4-WAY 6- ALL SINKS ;ARE TO BE UNDERMOUNT . I- PLUMBER TO PROVIDE "T' CONNECTION IN MECHANICAL ROOM FOR IRRIGATION SYSTEM. COORDINATE W/ $d SWITCH W/ DIMMER IRRIGATION CONTRACTOR. E I 8- PLUMBER TO RUN AND CONNECT PROPANE PIPING FOR BOILER, RANGE, GRILL, AND GENERATOR. $ w SWITCH WATERPROOF is: JAMB SWITCH OF E3 KEY PAD FREDERICK ROBERT WEBER ARCHITECT :------------- ------------------------••----------------------•----------------------- •----------------------.. %'. ' ------------- -------------------- : : : : : : ---- r--------------------- ---------------------- ----------------- i I I I I .•1'� I I I I I I II I � II II II II II II II II II II II r _ II II II II II II ------------- II I — I — - - - - - — — — — — — — — - - - --- - - - - - - - - i — — --------- — -------------------- r l PH PFII I I I•.I I I I I / \ I I I �T� \\\� ------------- I r 1 Oo 1 ,i �=--------------------T- I Surface I I I Ir--------------------T l II _ I I 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ -'a------- ------------ ` 1 -------- -- ------ --- -- I I I j -j SunfAge L- O I / I I i----- - \\\` ---------------------------------- DRAWING TITLE: I I I I I G ELECTRICAL I _----- I I I Surface - r- ----- ------------------ I I I \ I 2ND FLOOD J__ I \ I I I I f------- 1 - - — — — — — —, I I I I ;surface I I I I I I I T I t ------- \I I I I�------- \ M / I I , / Floor Q CO / I JS I �. / JOB: L — L - - -- - - - - - - - - - - - 0 `\ j \\ / I I ---- - i' / \ Surfac / I F __-- ' GRAY Surfa I \ / I I RESIDENCE -----------------L----- ------1-------------- -- - ---- -- \ - I I ELECTRICAL SYMBOLS 350 ABORN LANE (8610 NASSAU POINT RD) a To l 't I I I IISYMBOL DESCRIPTION CUTCHOGUE, NY FI or QD DUPLEX RECEPTACLE TOWN OF SOUTHOLD SCTM# 1000-118-05-05 I I I FI I I I Q�W.P. DUP.REC.-WATERPROOF I I j j I i I j j GFI DUP.REC.-GROUND FAULT ARCHITECT: ® DUP.REC.-FLOOR s I i i I I I Qr:..:I ..... I j DUP.REC.-(I)SWITCH OPER. FREDERICK R. WEBER u fa 41 EAST MAPLE ROAD L- _ - - - _ SPECIAL OUTLET GREENLAWN. NY 11140 TT — ..............................................: ..............................................I:I ..............................................: .............................................. 52 NOYAC PATH O SURFACE MTD.-CLG. WATER MILL, NY 1191L I I j I j I I I I I I j I j I I `-----------------'------------------ `-----------------I- ----------------j OP SURFACE MTD.-CLG. (Porcelain) TEL 1.31 154-5555 L i I j I I I fweberarchltectayahoo.com I I I I I I RECESSED-CLG. I WALL MOUNTED SEAL..-------�� I ��------- C� DUP. FLOOD 04 RECESSED- DIRECTIONAL SHOWER LIGHT (Wet Location) UNDERCAB. FIXTURE -----------------r-----/ \\---- ----------------- \ I DOORBELL/CHIME ❑F EXHAUST FAN 1 I I I � I \ I � PADDLE FAN ELECTRICAL + -------� `------- II 2ND FLOOR � H I I II sP SPEAKER I I I 10 I I I 0 TELEPHONE FEB 25. 2021 L------- I _-_----J I 1 l i �� = I�_O�� O CABLE VISION REV.: JAN 19. 2021 COMPUTER (Cable >t Phone) DATE: DEC 28. 2020 TD THERMOSTAT FAN/LIGHT SCALE: 1/4" O SMOKE DETECTOR JOB NO: w201901 O co CARBON MONOXIDE DETECTOR DRAWING NO. SWITCH a SWITCH 3-WAY $�4 SWITCH 4-WAY 4 p SWITCH W/ DIMMER E 2 $ W SWITCH WATERPROOF JS JAMB SWITCH K® KEY PAD OF E3