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HomeMy WebLinkAbout50449-Z ����OS�1f01i1f py Town of Southold 5/13/2024 $ P.O.Box 1179 W 53095 Main Rd Southold,New York 11971 r CERTIFICATE OF OCCUPANCY No: 45172 Date: 5/13/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 40817 CR 48, Southold SCTM#: 473889 Sec/Block/Lot: 59.-7-29.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/10/2021 pursuant to which Building Permit No. 50449 dated 3/19/2024 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with covered porches, raised terrace, second story balcony and an unfinished basement, as applied for The certificate is issued to VHNF 8402 Soundview Ave LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1313 04/04/2024 ELECTRICAL CERTIFICATE NO. 50449 04/08/2024 PLUMBERS CERTIFICATION DATED 04/05/2024 Bra 'ecuch th rize nature �S�FFnIk TOWN OF SOUTHOLD Sao. y BUILDING DEPARTMENT H 2 TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50449 Date: 3/19/2024 Permission is hereby granted to: GTA+Design LLC 287 Clinton Ave #2 Brooklyn, NY 11205 To: replaces by#46587 Construct new single family dwelling as applied for with SCHD approval. At premises located at: 8402,Soundview Ave, Southold SCTM #473889 Sec/Block/Lot# 59.-7-29.5 Pursuant to application dated 6/10/2021 and approved by the Building Inspector. To expire on 9/1.8/2026. Fees: PERMIT RENEWAL $1,786.50 Total: $1,786.50 Building Inspector '� TOWN OF SOUTHOLD o�SufFot,��o BUILDING DEPARTMENT y TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46587 Date: 7/20/2021 Permission is hereby granted to: Babtist, Jennifer PO BOX 1771 Southold, NY 11971 To: Construct new single family dwelling as applied for with SCHD approval. At premises located at: 8402 Soundview Ave., Southold SCTM # 473889 Sec/Block/Lot# 59.-7-29.5 Pursuant to application dated 6/10/2021 and approved by the Building Inspector. To expire on 1/19/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,088.00 CO-NEW DWELLING $50.00 Total: $3,138.00 Building Inspector *OF SOLI yo6 ILI4�� ' � � 6Q� �'��� r�+✓ # # TOWN O SOUTHOLD UILDING DEPT.. °y o rm� 631-765-1802 INSPECTION [ ] FOUNDATION.1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]. INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION . [ ] FIRE-RESISTANT CONSTRUCTION. [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL- REMARKS: ffw� Al-a 4e Sf P DATE - INSPECTOR.. 00jj OE SOUlyolo # # TOWN OF OUTHO D BUILDING DEPT.. . o ,�a� 631-765-1802 NSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. - [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] .FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ .'] -FIRE RESISTANT-CONSTRUCTION [ ] 'FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [/: _] PRE C/O [ ]. RENTAL REMARKS: 4 10L P "O(Alf.jw� DATE bw INSPECTOR OF SO(/Tyolo # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [FINAL tVb [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: 11 6)PWA& ire nn 41L� vi V(11i i ia mwik 0✓1, clan D►� � � — K DATE 3 yDy INSPECTOR soy yal. .w # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourmN�' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [, ] 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: 4370 Po sin 4 ecJ 0/1 kealln iAl IA- Al-cecl -n1-,o-m6cJ V - - - , J b d 42,f� Nod u DATE INSPECTOR 461,LiJ-e - * # TOWN OF SOUTHOLD .BUILDING DEPT. cou 631-765-1802 1�INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ -] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] .FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ;�"�— y4 �- DATE . . INSPECTOR ho�atf 50UTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 631-765-1802 INSPECTION S � [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL Ivy [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1rf ktdw 6V . y DATE a INSPECTOR oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 a� sean.devlinCa)_town.southold.ny.us Southold,NY 11971-0959 COU�'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: VHNF 8402 Soundview Ave LLC Address: 40817 CR 48 City:Southold st: NY zip: 11971 Building Permit#: 50449 section: 59 Block: 7 Lot: 29.5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Dan Wilcenski Electric License No: 4723ME 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 INVENTORY Service 1 ph X Heat Duplec Recpt 105 Ceiling Fixtures 37 Bath Exhaust Fan 6 Service 3 ph Hot Water gasX3 GFCI Recpt $ Wall Fixtures 24 . Smoke Detectors 5 Main Panel 200X2 A/C Condenser 4 Single Recpt Recessed Fixtures 64 CO Detectors Sub Panel 100A A/C Blower 4 Range Recpt 50A Ceiling Fan 6 Combo Smoke/CO 5 Transfer Switch 400A UC Lights $' Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect 200X2 Switches 110 Step Lights 2 Exit Fixtures Sump Pump Other Equipment: Fridge(3), Double Oven, DW(2), Micro, Gas Cooktop, W/D, Mini Fridge, Floorheat(3), 200A Panel 40 Circuit/ 32 Used, 200A Panel 40 Circuit/ 30 Used, 100A Sub 30 Circuit/ 22 Used Notes: Two Story w/ Unfinished Basement, No Generator Inspector Signature: Date: April 8, 2024 S.Devlin-Cert Electrical Compliance Form imn Hall Annex ��® Gym Telephone(631)765-1802 54375 Main Road CID. d P.O.Box 1179 y = Southold,NY 11971-0959 v. � Ell ( 1 ! r APR 3 0 2024 BUILDING DEPARTMENT TOWN OF SOUTHOLDr3dl➢IP3Gli��'n CERTIFICATION Date: Building Permit No. Owner IA-Ck V `(O Z. Su-ovLao".e v-) AV-p. u(-- GrA -k QtSiGJ11� (Please print) Plumber_ ] (Please print) I certify that the solder used in the water supply system contains less than 2110 of 1%lead. (Plumbers Signature) Sworn to before me this day of 20� Notary Public, AlTWIf County SUSAN A.RIZZO 'Notary Public,State of New York No.01 RI6183459 Qualified in Suffolk County Commission Expires March 17,2&2? RI ild n � .E"d `e.-arid Duct Ti fitness Re `ort g P g p ! 2018IECCas amended by;the,2020 New-YorkState'Supplemeiit;sections 1t402.4r1:2.and R403:3 4 Address of Test.8402 Sodndview Avenue,Southold,NY 119.71 Test-Date. '11/12/2023 Building Permit#: 46587/46588 Compliance Pathway Perfor--mane Test Completed by: Christopher Silvia RESNET'Rater ID# 4150294 Home Energy.Solutions NATE ID# 187 East Main Street !CC ID#- Huntington,NY-11743 BPI# 631-673,-0664 i{ - f Building EnVA60 :TiOtAeS9 1 Volume.Calculation Checkif: Floor Area , Volume Conditioned Basement Baseirierit (]Conditioned.Craw_ i Space 1s` :2276 23441 Sealed,Attic.' 2"d 1977 19970 *The:conditioned floorarea c! dwelling is calculated in 3rd accordarice:with'ANSI Z765;except that co ridi Vein.ed.floor Attic 7931 ea inclu areas'wher `the:ceiling height is less tham5 Total Volume 51342 ft' CFM @50 pa 1129 Air:changes/hr' Opal 1:32, Code Compliance; Pass- Duct-.Ti litliiessi Sst::Construction: st: a1Dnct=Leakage: System-l:-Jst Floor Duct LodatiOII Basement, . Floor Area.964 Leakage CFNI.@"25pa 38_:. ;GFM/l00 fe-CFA 3.94 -Code"Compliaricer System=2: 1st Floor Duct,Location"Basement Floor°Area M2': Leakage CFM @ 25p4 52. CAV100 ft2 CFA 3.96 Code Compliance: Pass System-3 Within"Condiitiori$pace Duct Location.Conditioned:Space Floor Area Leakage. CFM @:25pa N/A CFIV IOU Aft CFA N/A Code Compliance:. Exempt. - 15, All building envelope,tightness tesfing''tias,been;"verifiediusing insfruinents"and procedures specified i6 MTM E1827-at-required.by 2018 IECC'as art ended.by the;2020 NewgYo k'State,aSupplement,,section',R402A.1.2.The buil8ink_duci and plenum system has been verified as required by_.the 2018 IECC a++sa nended'by 202(l Newyork State'Swple_ment;Section 11403:3.4. Signature: !.�,'.'`'"�%��'�:�-�"�'"..- m5. s;>p;.;,..,, :E,.3; Date: 12/12/2023 Svaa;-Home;�.nergy.Solutions P z ,. 1 *Disclaimer* For Manual J, D & S Home Energy Solutions, Inc. The heating&cooling load calculations (Manual-J), equipment selection (Manual-S), and duct design (Manual-D) supplied by Home Energy Solutions are based on plans. Any deviations from the approved drawing such as thermal boundary/window selection/air infiltration or duct leakage will have a negative impact on the proposed heating and cooling load defined here. If it is determined by installing mechanical professional that the proposed pathway is now blocked, an alternative path may be taken if it has no impact to the air flow required for each affected room. This includes but is not limited to the design of the house, quality of insulation, quality of duct sealing, & air infiltration. Please do not exceed more than 15%of the recommended tonnage on the report for conventional equipment and 20%for geothermal heat pumps. ***The load calculation square foot areas include all habitable square foot areas and all open to below square foot areas. This is for the sole purpose of accurately modeling the heat loss/gain of the entire building structure (ceiling areas, wall areas, and perimeter slabs). Therefore, the load calculation square feet may exceed the reported building square feet stated on the architectural plans. *** Glenn LaMay Home Energy Solutions, Inc. 631-673-0664 f 1 J C-1 � I Load Short Form 1 Job: 8402 Soundview Avenue FI a M E• ENERGY ' - Date: December 14,2023 ENTIRE HOUSE MAY - 8 2024 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com We,,horgei TrgysotutQ�9ar�o7fP Project • • For: 8402 Soundview Avenue, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(°F) 62 9 Fireplaces 2(Average) Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/lb) 37 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area_ Htg load Clg load Htg AVF CIg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) AHU1 831 14580 13462 800 800 AHU2 1444 20645 15311 800 800 AHU3 560 9410 7181 600 600 AHU4 1467 21624 15267 800 800 ENTIRE HOUSE 4301 66260 49595 3000 3000 Other equip loads 13565 1969 Equip. @ 1.00 RSM 51564 Latent cooling 7359 TOTALS I 4301 I 79825 I 58923 I 3000 I 3000 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ° - wriglhtsoft- 2023-Dec 1510:50:46 Right-Suite®Universal202323.0.01 RSU25299 Pagel ...undview Avenue18402 Soundview Avenue ManJSD.rup Calc=MJ8 House Front faces:NW Load Short Form Job: 8402 Soundview Avenue H S r7 E E\E R G Y Date: December 14,2023 W L IJ 110 N AHU1 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 8402 Sou ndview Avenue, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(°F) 62 9 Fireplaces 2(Average) Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/lb) 37 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Rheem Trade Trade RHEEM Model Cond RA1624AJ1NA AHRI ref Coil RH1P2417STANAA AHRI ref 7940890 Efficiency 80 AFUE Efficiency 12.2 EER, 14.5 SEER Heating input 0 Btuh Sensible cooling 16800 Btuh Heating output 0 Btuh Latent cooling 7200 Btuh Temperature rise 0 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.055 cfm/Btuh Air flow factor 0.059 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) BATH 1 73 819 622 45 37 KITCHEN 421 6841 8886 375 528 LIBRARY 337 6920 3954 380 235 AHU1 831 14580 13462 800 800 Other equip loads 3117 2159 Equip. @ 1.00 RSM 15621 Latent cooling 2629 TOTALS I 831 i 17697 I 18250 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -rp- wrightsoW 2023-Dec-1510:50:46 .d..+=�....,,a-r.�,..�..' Rig ht-Suite®Universal202323.0.01 RSU25299 Paget C�....undview Avenue18402 Soundview Avenue ManJSD.rup Calc=MJ8 House Front faces:NW Load Short Form Job: 8402 Soundview Avenue H Q M E ENERGY Date: December 14,2023 so 1 u r,n :s AHU2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmaii.com Web:home-energysolutions.cem Project • • For: 8402 Soundview Avenue, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Ins ide db('F) 70 75 Construction quality Tight Design TD(°F) 62 9 Fireplaces 2(Average) Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/lb) 37 30 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN, INC. Make Rheem Trade H2O COIL Trade RHEEM Model NCB-240/11OH+H2O-2-1224 at 140F Cond RA1624AJl NA AHRI ref 205400817 Coil RH1P2417STANAA AHRI ref 7940890 Efficiency 95 AFUE Efficiency 12.2 EER, 14.5 SEER Heating input 102000 Btuh Sensible cooling 16800 Btuh Heating output 28300 Btuh Latent cooling 7200 Btuh Temperature rise 32 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load CIg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) DINING ROOM 329 5819 3291 225 172 FOYER 310 0 0 0 0 LIVING ROOM 566 11561 9806 448 512 MUD ROOM 140 3266 2214 127 116 PR II 34 0 0 0 0 PANTRY 67 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrightsofth 2023-Dec-1510:50:46 ,.a•,. .+�. ... Right-Suite®Universal202323.0.01 RSU25299 Page 3 RLUP+ ...undview Avenue18402 Soundview Avenue ManJSD.rup Calc=MJ8 House Front faces:NW AHU2 1444 20645 15311 800 800 Other equip loads 5498 2505 Equip. @ 1.00 RSM 17816 Latent cooling 3563 TOTALS i 1444 26143 i 21379 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri9 tsOft` 2023-Dec 15 10:50:45 Right-Suite®Universal202323.0.01 RSU25299 Page JM ..undview Avenue18402 Soundview Avenue ManJSD.rup Calc=MJ8 House Front faces:NW Load Short Form Job: 8402 Soundview Avenue II(SME ENERGY Date: December14,2023 AHU3 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmaii.com Web:home-energysolutions.com Project Information For: 8402 Soundview Avenue, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(°F) 62 9 Fireplaces 2(Average) Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/lb) 37 30 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN, INC. Make Rheem Trade H2O COIL Trade RHEEM Model NCB-240/11OH+H2O-1-1218 at 140F Cond RA1618AJlNA AHRI ref 205400817 Coil RH1P1817STANAA AHRI ref 7940564 Efficiency 95 AFUE Efficiency 12.5 EER, 15 SEER Heating input 102000 Btuh Sensible cooling 12600 Btuh Heating output 13000 Btuh Latent cooling 5400 Btuh Temperature rise 20 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.064 cfm/Btuh Air flow factor 0.084 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.84 ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) DRESSING ROOM 72 986 600 63 50 MASTER BATH 113 2719 1932 173 161 MASTER BEDROOM 375 5705 4649 364 388 AHU3 560 9410 7181 600 600 Other equip loads 1401 1910 Equip. @ 1.00 RSM 9091 Latent cooling 1677 TOTALS I 560 i 10811 I 10767 600 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t -�-V1/i Mgt'tsoft- 2023 Deo-1510:50:46 ,—.•, ...-,'.o, Right-Suite®Universal202323.0.01 RSU25299 Pages Arck ..undview Avenue18402 3oundview Avenue ManJSD.rup Calc=MJ8 House Front faces:NW Load Short Form Job: 8402 Soundview Avenue I-I O nI E ENERGY Date: December 14,2023 5(I Uki,I ON S AHU4 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 8402 Soundview Avenue, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Ins ide db('F) 70 75 Construction quality Tight Design TD('F) 62 9 Fireplaces 2(Average) Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/lb) 37 30 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN, INC. Make Rheem Trade H2O COIL Trade RHEEM Model NCB-240/11OH+H2O-2-1224 at 140F Cond RA1624AJ1 NA AHRI ref 205400817 Coil RH1T2417STANAA AHRI ref 7940891 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 102000 Btuh Sensible cooling 16800 Btuh Heating output 28300 Btuh Latent cooling 7200 Btuh Temperature rise 32 'F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.037 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) BATH 2 90 1181 727 44 38 BATH 3 54 947 765 35 40 BATH 4 50 794 699 29 37 BEDROOM 2 342 7245 4653 268 244 BEDROOM 3 222 3903 3006 144 157 BEDROOM 4 243 4077 2169 151 114 BEDROOM 5 175 2434 1681 90 88 HALL 243 0 0 0 0 LNDRY RM 49 1043 1568 39 82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. . Wrightsoft, 2023-Dec-1510:50:46 Page 6 ,, <•.,.�.+..,..,.. Right-Suite®Universal202323.0.01 RSU25299 ...undview AVenueX8402 Soundview Avenue ManJSD.rup Calc=MJ8 House Front faces:NW AHU4 1467 21624 15267 800 800 Other equip loads 3549 2222 Equip. @ 1.00 RSM 17489 Latent cooling 3526 TOTALS I 1467 I 25174 I 21014 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr;ighffioft— 2023-Dec-1510:50:46 Right-Suite®Universal202323.0.01 RSU25299 Page ...undview Avenue18402 Soundview Avenue ManJSD.rup Calc=MJ8 House Front faces:NW 1 BASEMENT 8' 6" 6„ 8' 8' 8 8x8 18x8 ——————————— —5„ —— 22x8 8" 8" 8" BASEMENT 12x8 2000 L16" 8 7„ 7" 8" Mechanical Legend p Sheet Metal Supply Trunk �-——————-i Sheet Metal Return Trunk Flex Duct 0 Supply Grille/Register Grille/Register Above e SE1 Wall Grille/Register Job#: 8402 Soundview Avenue Home Energy Solutions Scale:3/32"= 1'0" Performed by Gerson Rubio for: Pagel 187 E Main St Right-Suite®Universal 2023 84SoHuntington,Soundview Avenue NY 11743 Southold,NY 11971 23.0.01 RSU25299 Phone:631-673-0664 2023-Dec15 10:50:57 home-energysolutions.com gdlamay3@gmail.com ...8402 Soundview Avenue Man.ISD... 1ST FLOOR 127 crm MUD ROOM 1 113 cfm 113 cfm y y PANTRY 176 crm 176 cfm ® 127 drn BATH 1 DINING ROOM LIBRARY 45cfm ® KITCHEN ® 127 cfm 127 cfm 9 14 x 24 176 cfm m 1 FOYER ! PR 1 m a� 14x24 ® 128 cfm 128 cfm LIVING ROOM 128dm® ® 121 cf n Mechanical Legend -; Sheet Metal Supply Trunk �-——————-0 Sheet Metal Return Trunk Flex Duct ® Iv Supply Grille/Register Illls Grille/Register Above _[;�21 JMIR Wall Grille/Register Job#: 8402 Soundview Avenue Home Energy Solutions Scale:3/32"= 1'0" Performed by Gerson Rubio for: Page 2 8402 Soundview Avenue 187 E Main St Right-Suite®Universal 2023 Southold,NY 11971 Huntington,NY 11743 23.0.01 RSU25299 Phone:631-673-0664 2023-Dec15 10:50:59 home-energysolutions.com gdlamay3@gmail.com ...8402 Soundview Avenue ManJSD... F-V 2ND FLOOR BEDROOM 157 cfm 8" BEDROOM 2 BATH 2 BATH 3 BEDROOM 4 134 cirri 7 BATH 4 151 cfm 44 cfm 40 cfm 37 c5n " 5" 5" 5" 7 13 10" 10" 7" 10' 134 cfm HALL 6" 90 c5n s" BEDROOM 5 82 cfm LNDRY RM MASTER BEDROOM DRESSING ROOM 14" 63 cfm 5" nq e„ y„ 7' 7' 7" , 129 cfm 129 cfm 129 cfm 173 cfm MASTER BATH Mechanical Legend Sheet Metal Supply Trunk -0 Sheet Metal Return Trunk M�v Flex Duct ® 0 Supply Grille/Register Grille/Register Above g 19�R Wall Grille/Register Job#: 8402 Soundview Avenue Home Energy Solutions Scale:3/32"_ 1,0„ Performed by Gerson Rubio for: Page 3 8402 Soundview Avenue 187 E Main St Right-Suite@ Universal 2023 Southold,NY 11971 Huntington,NY 11743 23.0.01 RSU25299 Phone:631-673-0664 2023-Dec-15 10:50:59 home-energysolutions.com gdlamay3@gmail.com ...8402 Soundview Avenue ManJSD... Manual S Compliance Report Job: 8402 Soundview Avenue FI$Ad E ENERGY Date: December 14,2023 Sty t.U T u"ra.f AHU1 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:63"7340664 Email:gdlamay3@gmail.com Web:home-energysolutions.00m Project • • For: 8402 Soundview Avenue, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 15621 Btuh Entering coil DB: 77.7°F Outdoor design WB: 71.27 Latent gain: 2629 Btuh Entering coil WB: 64.0'F Indoor design DB: 75.0°F Total gain: 18250 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1624AJ1NA+RH1P2417STANAA Actual airflow: 800 cfm Sensible capacity: 16400 Btuh 105%of load Latent capacity: 5700 Btuh 217%of load Total capacity: 22100 Btuh 121%of load SHR: 74% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 17697 Btuh Entering coil DB: 65.2°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Model: Actual airflow: 800 cfm Output capacity: 0 Btuh 0%of load Meets all requirements of ACCA Manual S. t wrig)I71 soft. 2023-Deo-1510:50:46 Right-Suite®Universal202323.0.01 RSU25299 Pagel ...undview Avenue\8402 Soundview Avenue ManJSD.rup Calc=MJ8 House Front faces:NW Manual S Compliance Report Job: 8402 Soundview Avenue Hpt.a E E N E RC Y Date: December 14,2023 :otunnh.. AHU2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 8402 Soundview Avenue, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 17816 Btuh Entering coil DB: 78.2°F Outdoor design WB: 71.2°F Latent gain: 3563 Btuh Entering coil WB: 64.4°F Indoor design DB: 75.07 Total gain: 21379 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1624AJ1NA+RH1P2417STANAA Actual airflow: 800 cfm Sensible capacity: 16400 Btuh 92%of load Latent capacity: 5700 Btuh 160%of load Total capacity: 22100 Btuh 103%of load SHR: 74% -Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 26143 Btuh Entering coil DB: 62.VF Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: NAVIEN, INC. Model: NCB-240/110H+H2O-2-1224 at 140F Actual airflow: 800 cfm Output capacity: 28300 Btuh 108%of load Meets all requirements of ACCA Manual S. wrightsof , 2023-Dec-1510:50:46 .wa.ir�a .mac.wn Right-Suite(g)Universal 202323.0.01 RSU25299 Page X& ...undview Avenue18402 Soundview Avenue ManJSD.rup Calc=MJ8 House Front faces:NW Manual S Compliance Report Job: 8402 Soundview Avenue FI®A9 E E U E RG Y AHU3 Date: December 14,2023 n L r i n w; By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 8402 Soundview Avenue, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 9091 Btuh Entering coil DB: 78.1°F Outdoor design WB: 71.2°F Latent gain: 1677 Btuh Entering coil WB: 64.1°F Indoor design DB: 75.0°F Total gain: 10767 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1618AJ1NA+RH1P1817STANAA Actual airflow: 600 cfm Sensible capacity: 12300 Btuh 135%of load Latent capacity: 4200 Btuh 251%of load Total capacity: 16500 Btuh 1530/o of load SHR: 75% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 10811 Btuh Entering coil DB: 67.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: NAVIEN, INC. Model: NCB-240/110H+H2O-1-1218 at 140F Actual airflow: 600 cfm Output capacity: 13000 Btuh 120%of load Meets all requirements of ACCA Manual S. ,` -41- wrightsof , 2023-Dec-1510:50:46 �+� ..�.,tm.�.�. Right-Suite®Universal202323.0.01 RSU25299 Page ...undview Avenue18402 Soundview Avenue ManJSD.rup Calc=MJ8 House Front faces:NW Manual S Compliance Report Job: 8402 Soundview Avenue }, H @M E ENERGY Date: December 14,2023 t V'I 10 N.i AHU4 By: Gerson Rubio i Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 8402 Soundview Avenue, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 17489 Btuh Entering coil DB: 77.7°F Outdoor design WB: 71.2°F Latent gain: 3526 Btuh Entering coil WB: 64.2°F Indoor design DB: 75.0°F Total gain: 21014 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1624AJ1NA+RH1T2417STANAA Actual airflow: 800 cfm Sensible capacity: 17000 Btuh 97%of load Latent capacity: 5700 Btuh 162%of load Total capacity: 22700 Btuh 108%of load SHR: 75% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 25174 Btuh Entering coil DB: 65.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: NAVIEN, INC. Model: NCB-240/110H+H2O-2-1224 at 140F Actual airflow: 800 cfm Output capacity: 28300 Btuh 1121/o of load Meets all requirements ofACCA Manual S. ti -014- wrightsof-V 2023-Dec-1510:50:46 ..a•,..,...�, ,., Right-Suite®Universal 202323.0.01 RSU25299 Page �+M ...undview Avenue\8402 Soundview Avenue ManJSD.rup Calc=MJ8 House Front faces:NW Duct System Summary Job: 8402 Soundview Avenue 14 M E ENERGY Date: December 14,2023 AHU1 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 8402 Soundview Avenue, Southold, NY 11971 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.29 in H2O 0.29 in H2O Available static pressure 0.41 in H2O 0.41 in H2O Supply/return available pressure 0.214/0.196 in H2O 0.214/0.196 in H2O Lowest friction rate 0.096 in/100ft 0.096 in/100ft Actual air flow 800 cfm 800 cfm Total effective length(TEL) 426 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln (ft) Trunk BATH 1 h 819 45 37 0.121 5.0 Ox 0 VIFx 56.8 120.0 st4 KITCHEN C 2962 125 176 0.120 8.0 Ox 0 VIFx 48.0 130.0 st4 KITCHEN-A c 2962 125 176 0.123 8.0 Ox 0 VIFx 48.5 125.0 st4 KITCHEN-B c 2962 125 176 0.122 8.0 Ox 0 VIFx 40.0 135.0 st4 LIBRARY h 2307 127 78 0.105 8.0 Ox 0 VIFx 73.5 130.0 st4A LIBRARY-A h 2307 127 78 0.096 8.0 Ox0 VIFx 77.5 145.0 st4A LIBRARY-B h 2307 127 78 0.119 8.0 Ox 0 VIFx 69.8 110.0 st4 • • Detail-Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) MITI) FIR (fpm) (in) (in) Material Trunk st4 Peak AVF 800 800 0.096 800 12.8 8 x 18 ShtMetl st4A Peak AVF 253 157 0.096 570 8.3 8 x 8 ShtMetl st4 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 rb8 Ox 0 800 800 203.5 0.096 343 12.6 24x 14 ShMt rrsl -FO-wrightsoft' 2023-Dec-1510:50:46 .ub»,a-..r,�. - Right-Suite®Universal202323.0.01 RSU25299 Pagel ...undview Avenue18402 Soundview Avenue ManJSD.rup Cale=MJ8 House Front faces:NW Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt2 Peak AVF 800 800 0.096 655 12.8 8 x 22 ShtMetl rrs1 Peak AVF 800 800 0.096 573 16.0 0 x 0 ShtMetl rt2 wrightsoft" 2023-Dec-1510:50:46 !� .....rb.me.�.,.��. RightSuite®Universal 202323.0.01 RSU25299 Page *OM,,.undview Avenue18402 Soundview Avenue ManJSD.rup Calc=MJ8 House Front faces:NW Duct System Summary Job: 8402 Soundview Avenue II(DNI E ENERGY Date: December 14,2023 •Sn L 1)41 t{l N S AHU2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 8402 Soundview Avenue, Southold, NY 11971 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.29 in H2O 0.29 in H2O Available static pressure 0.41 in H2O 0.41 in H2O Supply/return available pressure 0.301 /0.109 in H2O 0.301 /0.109 in H2O Lowest friction rate 0.078 in/100ft 0.078 in/100ft Actual air flow 800 cfm 800 cfm Total effective length(TEL) 523 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 DINING ROOM h 2909 113 86 0.173 6.0 Ox 0 ShMt 39.0 135.0 st3 DINING ROOM-A h 2909 113 86 0.135 6.0 Ox 0 ShMt 32.3 190.0 st3 LIVING ROOM-B c 2451 112 128 0.200 7.0 Ox 0 VIFx 20.1 130.0 st3 LIVING ROOM-C c 2451 112 128 0.078 8.0 Ox0 VIFx 43.4 340.0 st3A LIVING ROOM-D c 2451 112 128 0.205 7.0 Ox 0 VIFx 11.8 135.0 st3 LIVING ROOM-E c 2451 112 128 0.083 8.0 Ox 0 VIFx 32.6 330.0 st3A MUD ROOM h 3266 127 116 0.089 8.0 Ox 0 VIFx 54.3 285.0 st3A Supply TrunkDetail • Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st3A Peak AVF 351 372 0.078 558 10.0 8 x 12 ShtMetl st3 st3 Peak AVF 800 800 0.078 720 13.3 8 x 20 ShtMetl Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 800 800 139.3 0.078 343 13.2 24x 14 ShMt rrs2 '� wrightsof - 2023-Deo-1510:50:46 ,.ka.,v....o.....,Z Right-Suite®Universal202323.0.01 RSU25299 Page ...undview Avenue18402 Soundview Avenue ManJSD.rup Calc=MJ8 House Front faces:NW TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR Upm) (in) (in) Material Trunk rt1 Peak AVF 800 800 0.078 573 16.0 0 x 0 VinlFlx rrs2 Peak AVF 800 800 0.078 573 16.0 0 x 0 ShtMetl rt1 wrightsOf, 2023-Dec-1510:50:46 ..,.•.,.d.. �,. ,m RightSuite®Universal 202323.0.01 RSU25299 Page AC 5 ...undview Avenue18402 Soundview Avenue ManJSD.rup Calc=MJS House Front faces:NW Duct System Summary Job: 8402 Soundview Avenue FISNIE ENERGY Date: December 14,2023 AHU3 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 8402 Soundview Avenue,Southold, NY 11971 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.29 in H2O 0.29 in H2O Available static pressure 0.41 in H2O 0.41 in H2O Supply/return available pressure 0.298/0.112 in H2O 0.298/0.112 in H2O Lowest friction rate 0.174 in/100ft 0.174 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 235 ft Supply BranchDetail Table Design Htg Cig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) Wrrl) (cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk DRESSING ROOM h 986 63 50 0.179 5.0 Ox0 VIFx 11.8 155.0 st2 MASTER BATH h 2719 173 161 0.190 8.0 Ox 0 VIFx 12.5 145.0 st2 MASTER BEDROOM c 1550 121 129 0.174 7.0 Ox 0 VIFx 6.3 165.0 st2 MASTER BEDROOM-A c 1550 121 129 0.185 7.0 Ox 0 VIFx 6.8 155.0 st1 MASTER BEDROOM-B c 1550 121 129 0.189 7.0 Ox 0 VIFx 13.3 145.0 st1 Supply • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type MITI) MITI) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 242 259 0.185 742 8.0 0 x 0 ShtMetl st2 Peak AVF 358 341 0.174 809 9.0 0 x 0 ShtMetl Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb4 Ox 0 600 600 64.0 0.174 561 14.0 Ox 0 VIFx - - r7ghtsoft^ 2023-Dec-1510:50:46 w ......righaso , Right-Suite®Universal202323.0.01 RSU25299 Page5 ...undview Avenue18402 Soundview Avenue ManJSD.rup Calc=MJ8 House Front faces:NW Duct System Summary Job: 8402 Soundview Avenue H QQ A9 E ENERGY Date: December 14,2023 AHU4 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 8402 Soundview Avenue, Southold, NY 11971 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.29 in H2O 0.29 in H2O Available static pressure 0.41 in H2O 0.41 in H2O Supply/return available pressure 0.306/0.104 in H2O 0.306/0.104 in H2O Lowest friction rate 0.156 in/100ft 0.156 in/100ft Actual air flow 800 cfm 800 cfm Total effective length(TEL) 263 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 1181 44 38 0.173 5.0 Ox 0 VIFx 12.0 165.0 st6 BATH 3 c 765 35 40 0.166 5.0 Ox 0 VIFx 4.0 180.0 st6 BATH 4 c 699 29 37 0.165 5.0 Ox 0 VIFx 20.3 165.0 st5 BEDROOM 2 h 3622 134 122 0.178 7.0 Ox 0 VIFx 27.0 145.0 st6 BEDROOM 2-A h 3622 134 122 0.161 7.0 Ox 0 VIFx 30.2 160.0 st6 BEDROOM 3 c 3006 144 157 0.156 8.0 Ox 0 VIFx 21.0 175.0 st5 BEDROOM 4 h 4077 151 114 0.173 7.0 Ox 0 VIFx 32.0 145.0 st5 BEDROOM 5 h 2434 90 88 0.164 6.0 Ox 0 VIFx 31.5 155.0 st5 LNDRY RM c 1568 39 82 0.160 6.0 Ox 0 VIFx 16.3 175.0 st6 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st6 Peak AVF 385 404 0.160 741 10.0 0 x 0 ShtMetl st5 Peak AVF 415 396 0.156 760 10.0 0 x 0 ShtMetl - - wrigiatsoft- 2023-Dec-1510:50:46 '+ ...�.,e..,m.. -Z Right-Suite®Universal202323.0.01 RSU25299 Page 6 )M...undview Avenue18402 Soundview Avenue ManJSD.rup Calc=MJ8 House Front faces:NW Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Mati Trunk rb7 Ox 0 218 280 63.5 0.164 633 9.0 Ox 0 VIFx rb6 Ox 0 270 238 66.5 0.156 612 9.0 Ox 0 VIFx rb5 Ox 0 312 282 64.5 0.161 571 10.0 Ox 0 VIFx wrightsoft^ 2023-Dec-1510:50:46 ��++�, Right RSU25299 Page /11..t.rF� ...undview Avenue18402 Soundview Avenue ManJSD.rup Calc=MJS House Front faces:NW N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer July 13,2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road PO Box 1179 Southold NY 11971 Re:Tuck 8402 Soundview Ave Southold,N.Y. 11971 District-1000, Section-59., Block-7, Lot-29.5 Building Permit Number—46587 &46588 Inspection—Footing and Foundation On 6/l/2022,the construction at the noted location was inspected. The inspection covered the footing and foundation for the new residential structure and accessory garage. The areas inspected included the footing keyway, foundation walls forms and reinforcement of the new residential structure and accessory garage. The inspection was completed before backfilling. The inspection results and my review of the information provided is: Items inspected included footing keyway size and foundation wall size and reinforcement. The footing and foundation work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and..- applicable codes of the IRC,NYS and Southold Town Building Codes. of D, O n Nicholas J. Mazzaferro,P.E. a do 057d)" 00� ROFESsloN' N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer July 13, 2022 Design, Construction,-Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 :> M pY 1 Q 2024 Re: Tuck 8402 Soundview Ave J r Al Southold,N.Y. 11971 r District-1000, Section-59., Block-7, Lot-29.5 - Building Permit Number—46587 &46588 Inspection—Footing—Pier-Reinforcement On 5/25/2022, the construction at the noted location was inspected. The inspection covered the footing and reinforcement for the new residential structure and the accessory garage. The areas inspected included the excavation,reinforcement, and footings for the new house and the accessory garage. The inspection was completed before backfilling. The inspection results and my review of the information provided is: Items inspected included footing depth, size and reinforcement,pier depth, size and reinforcement. The footing and pier work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. OF O 9�` Nicholas J. Mazzaferro, P.E. v o w AR 4"Oo9`'0s.1 RoFEssIOW ' N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer July 13,2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Tuck 8402 Soundview Ave Southold,N.Y. 11971 District-1000, Section-59., Block-7, Lot-29.5 Building Permit Number—46587 &46588 Inspection—Foundation Wall and Damp Proofing On July 12, 2022, I inspected the construction at the noted location. The inspection covered the completed foundation wall and damp proofing for the new residential structure and accessory garage. The areas inspected included the foundation wall and damp proofing. The inspection was completed before backfilling. The inspection results are: Items inspected included foundation wall size, finish and damp proofing coating. The foundation work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. F NEW YO BPS I M Nicholas J. Mazzaferro,P.E. c> �0 0 a s�0 Np 57c9'a ��• ROF- ONP- II \vl JUL 1 �-1'7119? N. J. MAZZAFERRO, PE. . BUILDING DEPT. PO Box 57, Greenport,N.Y. 11944 TowN of SOUTHOL Phone- 516-457-5596 Consulting Engineer July 13,2022 Design, Construction, Inspection Page IofI Town of Southold-Building Department 53095 Main Road PO Box 1179 Southold NY 11971 Re: Tuck 8402 Soundview Ave Southold,N.Y. 11971 District-1000, Section-59., Block-7, Lot-29.5 Building Permit Number—46587 &46588 Inspection—Footing and Foundation On 6/l/2022,the construction at the noted location was inspected. The inspection covered the footing and foundation for the new residential structure and accessory garage. The areas inspected included the footing keyway,foundation walls forms and reinforcement of the new residential structure and accessory garage. The inspection was completed before backfilling. The inspection results and my review of the information provided is: Items inspected included footing keyway size and foundation wall size and reinforcement. The footing and foundation work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. I . Result—Based upon inspection of this project and to the best of my knowledge,belief and profession judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. At o NEW r o,� 0 W Wmehvin J.Mmzaferro,P.E. 0570 ��FEssio�P� II \Vl JUL 1 4. 1n7� N. J. MAZZAFERRO; P.E. BUILDING DEPT. PO Box 57, Greenport,N.Y. 11944 TOWN of SOUTH©LD Phone- 516-457-5596 Consulting Engineer July 13, 2022 Design, Construction, Infection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re:�Tuck 8402 Soundview Ave Southold,N.Y. 11971 District-1000, Section-59., Block-7, Lot-29.5 Building Permit Number—46587&46588 Inspection—Foundation Wall and Damp Proofing On July 12,2022, I inspected the construction at the noted location. The inspection covered the completed foundation wall and damp proofing for the new residential structure and accessory garage. The areas inspected included the foundation wall and damp proofing of the new house and accessory garage. The inspection was completed before backfilling. The inspection results are: Items inspected included foundation wall size, finish and damp proofing coating. The foundation work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. OF /VE• !.Mrq Nicholas J.Mazzaferro,P.E. 0 • 05 /9y �R0 SS1001 RD JUL 1 4,M? . N. J. MAZZAFERRO, P.E. BUILDINGDEPr TOWN OF SOUTHULD PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer July 13, 2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Tuck 8402 Soundview Ave Southold,N.Y. 11971 District-1000, Section-59., Block-7, Lot-29.5 Building Permit Number—46587 &46588 Inspection—Footing—Pier- Reinforcement On 5/25/2022,the construction at the noted location was inspected. The inspection covered the footing and reinforcement for the new residential structure and the accessory garage. The areas inspected included the excavation, reinforcement, and footings for the new house and the accessory garage. The inspection was completed before backfilling. The inspection results and my review of the information provided is: Items inspected included footing depth, size and reinforcement,pier depth, size and reinforcement. The footing and pier work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. F NE r M Nicholas J. Mazzaferro,P.E. s� 0 No, 051 ti�J AROFESS100", �� I(„ !� ►i IV/ MAY U 2 2023 dUILUIIN. J. MAZZAFERRO, P.E. TOWN �I PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer May 1, 2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Tuck 9402 Soundview Ave Southold,N.Y. 11971 District-1000, Section-59., Block-7, Lot-29.5 Building Permit Number—46587 &46588 Inspection—Rough Plumbing On 4/11/2023, I inspected the plumbing construction at the noted location. The inspection covered the interior plumbing roughing for the Drainage Waste and Vent System(DWV) and the Water Supply System(WS). The inspection results are: 1 —DWV—System was set up with head pressure (using compressed air) per the IRC. I observed all drainage and vent lines. System performed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. 2—WS—System was set up with pressure exceeding 50 pounds (using compressed air) per the IRC. I observed all hot and cold supply lines. System performed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. OF NE Y Nicholas J. Mazzaferro,P.E. 0 AROFESslONP4 N. J. MAZZAFERRO, P.E. g 1 0 2024 PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 of Consulting Engineer May 1, 2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Tuck 8402 Soundview Ave Southold,N.Y. 11971 District-1000, Section-59., Block-7, Lot-29.5 Building Permit Number—46587 &46588 Inspection—Rough Plumbing On 4/11/2023, 1 inspected the plumbing construction at the noted location. The inspection covered the interior plumbing roughing for the Drainage Waste and Vent System(DWV) and the Water Supply System(WS). The inspection results are: 1 —DW— System was set up with head pressure (using compressed air)per the IRC. I observed all drainage and vent lines. System performed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. 2—WS—System was set up with pressure exceeding 50 pounds (using compressed air) per the IRC. I observed all hot and cold supply lines. System performed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. 0 NeW ko J. Nicholas J. Mazzaferro,P.E. 0 4,0. 0 RoFeSS1010 N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer..._ May 2,2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road MAY 1 p 2024 Southold NY 11971 DE Re: Tuck- 8402 Soundview Ave Southold N.Y. 11971 TI7I6I ? '''!'" District-1000, Section-59.,Block 7,Lot-29.5Tf Building Permit Number—46587 &46588 Inspection—Insulation—Main House On May 1,2023, I inspected the insulation and caulking installed at the noted location. The inspection covered the basement, exterior and interior walls and the ceiling/roof. The inspection results are: 1 —Walls—Insulation provided and installed by general contractor. Insulation provided rated as R-21. The insulation(spray foam and batt)provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. In particular Section R402.1 of the IECC. 2—Ceiling/Roof—Insulation provided and installed by general contractor. Insulation provided rated as R-49. The insulation(spray)provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. In particular Section R402.1 of the IECC. 3 —First Floor/Cellar Ceiling—Insulation provided and installed by general contractor. Insulation provided rated as R-30. Additional Closed Cell Spray provided in basement— walls,perimeter box beams. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. In particular Section R402.1 of the IECC. Result- The insulation and caulking installation as verified by the inspection is compl ant with all applicable codes and conforms with the design specifications. o lvety y F � Nicholas J. Mazzaferro, P.E. _ o �Fa N0 05709y ����2 ® L� G1� 11w/ 1� 3 23 20 2 MAY � N. J. MAZZAFERRO, P.E. Mua�,U 2 20 3 PO Box 57, Greenport,N.Y. 11944 TOWN®FSnj1174n,n Phone - 516-457-5596 Consulting Engineer May 2, 2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Tuck- 8402 Soundview Ave, Southold,N.Y. 11971 District-1000, Section-59.,Block 7,Lot-29.5 Building Permit Number—46587 &46588 Inspection—Insulation—Main House On May 1,2023, I inspected the insulation and caulking installed at the noted location. The inspection covered the basement, exterior and interior walls and the ceiling/roof. The inspection results are: 1 —Walls—Insulation provided and installed by general contractor. Insulation provided rated as R-21. The insulation(spray foam and batt)provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. In particular Section R402.1 of the IECC. 2—Ceiling/Roof—Insulation provided and installed by general contractor. Insulation provided rated as R-49. The insulation(spray)provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. In particular Section R402.1 of the IECC. 3 —First Floor/Cellar Ceiling—Insulation provided and installed by general contractor. Insulation provided rated as R-30. Additional Closed Cell Spray provided in basement— walls,perimeter box beams. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. In particular Section R402.1 of the IECC. Result- The insulation and caulking installation as verified by the inspection is compliant with all applicable codes and conforms with the design specifications. . .ram'—ter ACE OF y J. Nicholas J. Mazzaferro, P.E. N. J. MAZZAFERRO P.E. -' '° MAY 1 n 2024 PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 u3� Consulting Engineer May 10, 2024 Design, Construction; Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Tuck 8402 Soundview Ave Southold,N.Y. 11971 District-1000, Section-59., Block-7, Lot-29.5 Building Permit Number—46587 &46588 Inspection—Framing On April 11, 2023, I inspected the construction at the noted location. The inspection covered the framing for the new house and accessory garage structure. The areas inspected included the basement, first and second floors of the new house and the entire garage structure. The framing work included exterior and interior walls, floors ceilings and roof. The inspection results are: Items inspected included lumber type/grade, lumber size, dimensional spacing, framing connections, header sizes,bearing, continuity strapping and integration with the concrete foundation. The framing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. F NFw r Nicholas J. Mazzaferro, P.E. -fi NCO 40. 051 °FEsslo -i f r 44, , 1 At Tuck Project/Vineyard House - Permit#46587/50449 Basement Lally Columns FIELD INSPECTION REPORT DATE COMMENTS v ; b S. � FOUNDATION(IST) S H -------------------------------- C FOUNDATION(2ND) t O G H ROUGH FRAMING& PLUMBING ,J r INSULATION PER N.Y. H STATE ENERGY CODE o . v w t � FINAL ?AV VON kY LOWUh - h , tcl G vvwA XOS ADDITIbNAL COMMEN S ► 3-OLA c ,- E _ o C9 "' 19.94 � 1'1 (a- , 9 4 r ifli S �Df� i on tYt' lr�.. �iL J H o �uftnt,f�oG. TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.zov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only t PERMIT NO. Building Inspector: JUN 1 n 2021 Applications and forms must be filled out in their.entirety.Incomplete' applications will not be accepted Where:the AAh canist not the owner,an Owner's Authorization form,(Page_2)shall be comp_leted � s �'r, f , ;3 - f ,;,.t,. '.,.,,'c s..,,"'._,k...,,'.. t ,.,..w.... ...�.�,: -pa a'xT,..et- ,- �:..,. ,. -:<.s,�t. , r• t�'§, • Date:5/27/21 OWNERS)OF PROPERTY y , Name:GREGORY TUCK SCTM#1000-59.-7-29.5 Physical Address:8402 SOUNDVIEW AVENUE Phone#:917.968-4232 Email:GREGORY@GREGORYTUCK.COM Mailing Address:156 STERLING STREET CONTACT PERSON g - - Name:EILEEN WINGATE FOR QUIETMAN STUDIO LLC 2805 WEST MIL Mailing Address: L RD MATTITUCK NY 11952 Phone#:516.818.9754 Email:EILEEN@QUIETMANSTUDIO.COM DESIGN:PROFESSIONAL.INFORMATION } z Name:JOSEPH FISCHETTI, P.E. Mailing Address:PO BOX 616,SOUTHOLD,NY 11971 Phone#:631-765-2954 ..TEmail:JOSEPH@FISCHETTI.COM CONTRACTOR INFORMATION„ t h Name:TBD Mailing Address: Phone#: Email: w x„ BNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ W ill the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ®Yes ❑No 1 M� INFORMATION c -"Id Existing use of property: VACANT Intended use of property:SINGLE FAMILY HOUSE Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-80 this property? Dyes ©No IF YES, PROVIDE A COPY. Z` ,�',-M..Ctidck-"Box,�A';Kier,,.R'ea ing:,,,eownad/contractor/design professional�s responsiblerfor all'drainage and storm water issues as piovided by of Chapter 236 PPLICAIION IS HEREBY.MADE t6 the Vuild!ng.l pursiii44o7ilie:B6ildin' ., i2one: Oiilmance of theTown of Southold,5uffolk,County,New York and other applicable Laws,Ordinances or Regulations;for the construction of buildings, additions, S -buildftjcqd6;'.-' kis," p1h G 'j, housing code and inspections.,,Fi!o'statements:made harem are- isfiobfdursuan o.Section2k 6 fi is, ClC1 of Penal Application Submitted By(print name): IgAuthorized Agent DOwner Signature of Applicant: Date: ..T..�....��._...___._.,.w._r._uv�_.,.�_.r.�R_:__� __�,,.�.�. _.�.w_n_.�_,w.m�.___.-w�.._.n..-._r�mn_.,,.�..�.�..._. n�..��...,,�.�f�-. _�..._.a.v..._..�.�__._._...�.rr STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the FCR (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) jjjCK residing at 156 STERLING AVE, GREENPORT do hereby authorize EILEEN WINGATE to apply on my behalf to the wn of outhold Building Department for approval as desc * ed�her in.�p 1 �he s Sign-Vare Date Print Owner's Name 2 BUILDING DEPARTMENT.Electrical Inspect TOWN OF SOUTHOLD k Town Hall Annex- 54375 M R sts t, z err- oUV PO Road PO Bo 79 °� Southold 1 , New York 11971-0959 { Telephone (631) 765-1802 - FAX (631) 765415 2 ......., ry err southoldtownn . ov w wand southoldto ,, ®v APPLICATION FOR ELECTRICAL INSPECTION JELECTRICIAN INFORMATION (All Information Required) Date: -7- -� Company Name: _JI � / /L Electrician's Name: License No.: O�_Elec. email: IV Elec. Phone No: ���►-s c%cc�r ./ � o L 3/• Z"3 �- 62 S'� �I request an email copy of Certificate o pliance Elec. Address.: �� f, fa P �. o —A,l JOB SITE INFORMATION (All Information Required) Name: 1 0 G 14, Address: o Cross Street: 2 Phone No.; Bldg.Permit#: �- - GS� 7 -��� email: Tax Ma District: 1000 Section: Block:BRIEF D Lot: ESCRIPTION OF WO SQUA� ('I on GE (Please Print Clearl ):� � M Circle All That A I �_ pp y, S uare Foota e: Is job ready for inspection?: JK Do you need a Temp Certificate?: YES®NO Rough In Final ® YES❑NO Issued On Service Size® T®mp InformInformation: (All Information required) 1 Ph®3 Ph Size: qD O A # Meters Old Meter,# New Service[]Fire ReconnectQFlood Reconnect # Underground Laterals 1 QService Reconnect®Underground verhead Additional Information: 2 H Frame Pole Work done on Service? y N PAYMENT DUE WITH APPLI TION r e -44•„Us r ,1, BUIiL®ING DEPARTMENT-Electrical lnspecct< N z T N�OF SOUTiiOCD €�tr , , . Tow I Anne P n Hal x- 54375 Main Road - .� s- Southold, New York 11971-0959 BOX1 79 ` w R Tele �z phone (631) 765,1802 - FAX (631) 765- i5 2 `-r® ei-r southoldtown' n . ov - seand southoictfo APPLICATION FOR ELECTRICAL.INSPECTION ELECTRICIAN INFORMATION (Ali information Required) : ^Date. �7 Company Name: r /Z z Electrician's;Name: -- ) License No.:—�7 Z�, Nf F 4 Elec. email: GV, lG Elec. Phone No: c c�� �./ o G 3l• �'3 (6• d z Y� I request an email copy of Certificat�oC Elec. Address.: P o, c 1? sa pliance �� .tt / z JOB SITE INFORMATION (An information Required) Name: Address: D So v n Cross Street: �, . ..... .ram.✓l/ i1�( �J l 2 Phone No.: �— Bldg.Permit : t Tax Ma District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WQR s SQl1A( GE Please P� �i^ v : _%�G��✓--1-,_,�-_ _ ( tint Cleari I): i CBro6e All That Apply; S uare Footage: Is job ready for inspection?: Do you need a Temp Certificate?: ® YES®N® �Rough in ® YES®NO - Final Issued On 'romp Information: (All information required) Service Size®1 Ph®3 Ph Size: ADO ---)A Meters---_ Old Meter# I ( New Service®Fire Reconnect®Flood Reconnect®Service Reconnect * Underground Laterals l ®Underground f verhead Additional Information: 2 H Frame Pole Work done on Service? Fly N I PAYMENT DUE IA/1TId APPLICATION ' PERMIT G Ad ress: I r Switches Outlets 1 i P GFI's Surface o 137 1 Sconces H H's I y UC Lts rr ! Fans W Fridge 1 f HW Old 5 Exhaust I Oven l e W/D Smokes DW �"� Mini Carbon Micro Generator Combo Cooktop Transfer 1 on S c AC AH l , Hood �' Service Amps l C Used Special VI �G L l CommentskzAlk-W -5--A ,✓ y G p � n Quiet Mari S t'u d i o Eileen:516.818.9754 eileen@quietmanstudio.com 2805 West Mill Road Mat:tituck , New York June 10, 2021 Attached please find the permit plans for the project to be built at 8402 Soundview Avenue, currently a vacant lot. I have separated the project into the following components: • The main house • The garage • The swimming pool • The pool house Each has its own application. I have also included a current survey. Thank you in advance for your time, I can be reached at 516-818-9754 if there are any questions. Have a great day! ew Page 1 VHNF 8402 SOUNDVIEW AVENUE 156 STERLING AVENUE, GREENPORT NY 11944 .; ; L.- 1 6 March 2024 ��� r.� MAC 2 2024 Southold Building Department rt; ; 1 3 ';f �: ' 53095 Route 25 P.O. Box 1179 . Southold, NY 11971 Attn: Connie Bunch Re: 8402 Soundview Avenue-Permit Renewal Fees Ms. Bunch, This letter is meant to provide renewal fees for the permits for the New Dwelling and Accessory Garage located at the address above. Enclosed please find payment for the following renewal fees. BP 46587(new dwelling The renewal fee is$1786.50. BP 46588(accygarage) The renewal fee is$295.90 Please let us know if you require any additional information or documentation to grant this request. Best Regards, CC ermanhen Plowden ,1 f GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE. UNDERGROUND UTUTES EASEMENTS NOT SHOWN AND UTILITY POLE LOCATIONS ARE NOT GUARANTEED. THE OFFSET DIMENSION SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR SPECIFIC PURPOSE AND USE,THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS, POOLS, PATIOS,PLANTING AREAS ADDITION TD BUILDINGS,AND OTHER CONSTRUCTION. THE EXISTENCE OF RIGHT OF WAYS,WETLANDS,AND/OR EASEMENTS OF RECORD, IF ANY.NOT SHOWN ARE NOT GUARANTEED, SANITARY UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF WELL / SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP SANITARY 500' + NOT BEARING THE WVD SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEA.SHALL NOT 8E CONSIDERED A TRUE VAUD COPY. WELL ALL LOCATIONS OF AND DISTANCES TO WELLS AND CESSPOOLS ARE BY LOCATIONS 500' + FROM HOMEOWNERS, FIELD OBSERVATIONS AND/OR INFORMATION OBTAINED FROM WELL OTHERS. SINCE MOST ARE NOT VISIBLE THESE LOCATIONS AND DIMENSIONS IMPROVED / CANNOT BE CERTIFIED. IMPROVED / WELL LOT 1 LOT 2 (TAX LOT 29.4) (TA)( LOT 29.6) 322.40' SPIKE N 53'24!40" E 0 o ---- WIRES o SPIKE x97•i OVERHEAD N END. y Line(s) pp !may- [ P 71d 1 l i��L i rkir LJ--t_ Of F1, Z LI.L C.0 EASEMENT �o Cell �' 2-5`00, 48 Hours In Add TO Sc:!•tcdulo Erg,,;ecti.r;LA li . � J PROP. SEPTIC: (5 BEDROOMS) J 1 - 1,500 GALLON SEPTIC TANK 4. rn 2 - 8' DIA. X 8' DEEP LEACHING POOL rnp� GONG. ROOM FOR 50% EXPANSION j/ON• N $9.e'x •tk? 'R '4 -t t, 1.g•r+.,T T �* rp�Ts 4 PROP. SEPTIC: (POOLHOUSE) . g �' np• i'Y .. 1 ,�"�D �.ati..L l�;b AJ,MUS 1 3� 5 J 1 - 1,000 GALLON SEPTIC TANK !�� �r -►� ONA'1V ON�sINAL SgtR y 1 - 8' DIA. X 4' DEEP LEACHING POOL v _ 1V EJ .v 1R� Y y NOTE: , w•,y.e Tn UNSUITABLE SOILS MUST BE REMOVED AND REPLACED WITH A ,mZ i THREE FOOT CLEAN SAND AND GRAVEL COLLAR AROUND THE r , a'0a' ww LEACHING POOLS TO A DEPTH OF AT LEAST SIX FEET INTO A T G STRATA OF TYPICAL LONG ISLAND SAND AND GRAVEL �• WE O `•` 5�' � ss� �CN O Z! 20.6 zA 6 Z SpNTARY� 9 90. O TEST HOLE BY MCDONALD GEOSCIENCE, FEBRUARY 24, 2020. xon GROUND ELEVATION 36.0' Sff 4' Q L T 31' P "san x DARK BROWN LOAM - OL �C�p Ls.o1 sr.o9 --�-- --------------- O p°'' o BROWN SANDY CLAY - CL f CT CT ,sS -st �,, 10, ! BROWN CLAYEY SAND - SC 18' BROWN FINE SAND - SP ! 5 - 22' ! BROWN CLAYEY SAND - SC 32' (EL 4.0') WOODED WATER IN BROWN CLAYEY SAND - SC TIo' 41' WATER IN BROWN FINE TO MEDIUM SAND - SIP WELL 41' - roaccis:n-.-�.�.®""�r�.,'".,".',-^:�.....-:'n^,..�,..:::.:- -'tx:,- 44 iTi d�EOX" WATER ENCOUNTERED 32' BELOW SURFACE .. ��iLCT� K oti�•.is•..t 4L--•� LS'�`� ) APPR �\ 'FO. S T ITAPN'SYSTI �1 w 00 BY 'ht " AT"'?aF '<T— ..-�. T�sT L.Hoy `', N 36.0' 9'7. p x C QQ'! MON 3&7'x p ik rn 5 Ag T. T J N I i 7p= C c OLO OY ADD, 0 o WELT• , 5 t i I I t 5 , 1 I ! N t 1 1 , LOT 4 WELL IMPRO�D / 5 j , � 1 Stn i Z'•ifs i 1 1 e Z71 1. 7 FILE # — 1340 SCALE: 1" = 80' ! W DATE: JULY 11, 2019 '�, i MARCH 17, 2020, 80H ' 1 MAY 11, 2020, REVISE PLAN I , , i 50 WIDE R.O. j 15 II i REVISED SUBDIVISION MAP OF MINOR SUBDIVISION PLAT MADE FOR ROBERT T.BAYLEY FILED JUNE 14, 2016 AS MAP NO. A816 LOT AREA: 182,563.8 SQ. FT. = 4.19 ACRES ---- " o.N.w PROPOSED BUILDING COVERAGE: (HOUSE W/ OH'S, POOLHOUSE, SHEDS, GARAGE) 4,472.8 SQ. FT. = 2.4% t PROPOSED TOTAL LOT COVERAGE: 15,524.6 SQ. FT. = 8.5% S k, PROPOSED CLEARING / SOIL DISTURBANCE: 37,226.3 SO. FT. = 20.4% J � � W � ' 1' ,111 ELEVATIONS ARE N.A.V.D. 1988 DATUM. Z LOCATION OF EXISTING SEPTIC AND WATER _ .••. y� SERVICE AS PER OWNER. , o :. :w.;`H rt._•, T t T ' I + f_ i ai.o P,s..t....�..;, w 4.�:'•9 0:S 1 H JE RVICFS G 11 5 �/� i s''tT"'i"e�:.iirP-ej.(�e'�-e,>?,1,.c,•, .fey-: /� DR V r R�sa r F-O s A O -- �.c."-.:v.�l,,.,. !_"Y•7v'Kn_Y4a, FC�i.PW C 3��,\JQn �w �,. SURVEY OF s R ,•`=°='rib, 6�40 LOT 3 -� �^t.� .e.� ' i.L:): 6i4:I:.3 40' OF �� �^S WAY �r ,,�r1,�:.,�T.,ME :, n�-. f RIGHT e' x �- n : � e:�;s q D,-�TLn OF Ar--PROVAL / 42.fSx x4e.0' MAP OF 4L6' ROBERT T. BAYLEY P � �P•IFR� SITUATE AT lam' COLONIAL SURVEYING, PC SOUTHOLD JOSEPH SECCAFICO, PLS TOWN OF SOUTHOLD N.Y.S. LIC. NO. 050906 SUFFOLK COUNTY, NEW YORK 149 HAMPTON ROAD S.C.T.M. 1000 — 59 — 7 — 29.5 SOUTHAMPTON, NY 11968 PH 631-283-5500 FAX 631-283-3228 COPYRIGHT - 2020 COLONIAL SURVEYING, PC A GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE. UNDERGROUND UTILITIES EASEMENTS NOT SHOWN AND UTILITY POLE LOCATIONS ARE NOT GUARANTEED. THE OFFSET DIMENSION SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR SPECIFIC PURPOSE AND USE, THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, FOOLS, PATIOS, PLANTING AREAS ADDI90N TO BUILDINGS. AND OTHER CONSTRUCTION, THE EXISTENCE OF RIGHT s OF WAYS. WETLANDS, AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN I ARE NOT GUARANTEED. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF THEAPR 2 0 2024 NOTTION BEARINGRTHE LANDNEW SURVEYOR'YORKS SIGNATURE AND RED INKATE EDUCATION LAW, O PIES OR EMBOSSED SEALOF THISY$HALL NOT 8E CONSIDERED A TRUE VALID COPY. f LOT 1 ALL LOCATIONS OF AND DISTANCES TO WELLS AND CESSPOOLS ARE 8Y LOCATIONS (TA LOT 29.4) FROM HOMEOWNERS, FIELD OBSERVATIONS AND/OR INFORMATION OBTAINED FROM L �,''' 4 '" «y< T' OTHERS, SINCE MOST ARE NOT VISIBLE THESE LOCATIONS AND DIMENSsONS ,.. I, . Q , t CANNOT BE CERTIFIED. (Tot LOT 29 ) „ ...I 1 i n ei 322.40' SI:xf q Ik FrsL � yy � L I L C 0 LVVV1VMVV t i! W °' 1 �s LP $T. , S u FRB a t wafl's500 GALae L.P. a as ' be.7 � cn 4 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 06.s' AFPROVAL. OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE AND i 1 A POOL HOUSE ( ONE Date 4/4/24 H.S. Ref. No. R-20-1313 * The sewage disposal and water supply facilities at this location have been inspectedzndfor certified by this Department or other agencies and found woom to be s-atisfactory FOR TOTAL,MAXIMUM OF 5 BEDROOMS. ,r, * w •- Craig nepper, P.E., Chief 4g office Of Wastewater Management ,Z !Z lot C' A. I e7� �� r ✓ _ CSs �So 9< 0 N Q 4 g'r -�r FILE 1 1340 SCALE: 1" - 80' g DATE: JULY 11, 2019 sr MARCH17, 2020. EOH MAY 11, 2020, REVISE FLAN DECEMBER 8, 2020, SET STAKES, LOCATE SPRUCE ROW JANUARY 20. 2021 REVISE BUFFER JULY 29, 2021, EXISTING CLREAING, SET LATH FEBRUARY 4, 2022, REMOVE PROPOSED SHEDS NOVEMBE'R 17, 2023, FINAL, HEALTH DEPT. DECEMBER 22, 2023. ADC} SANITARY / WATER LINE „ W,E',r" JANUARY 29, 2024, REVISE L.P. SIZE FEBRUARY 27. 2024. REVISE L.P. SIZE. REVIS-,D SiJt~MVIS'04 MAP OF MINOR SUBDIVISION PLAT MADE FOR RO'3ERT T, BAYLEY FILED JJNE 14, 2016 AS MAP NO. A816 � I LOT AREA: 182.t$18 SO, FT. 4.19 ACRES SU/LDING COVERAGE: (HOUSE. POOLHOUSE, GARAGE) 4.239 S0. FT. 2,3'% TOTAL LOT COVERAGE: 13,0" SC. FT. - 7 2% CLEARING,: 60,188 SO FT- : 33.0% �`stxr+ ,,roan ✓� �QC �Pali V 1 ELEVATIONS AP£ N.A.V.D. 19139 DATUM, /` �1•�C/ LOCATION OF EXISTING SEPT'C, UPPITY. AND ('11 WATER SERVICE AS PER OWNER. a Ln 9 �ag r Q v �ls n v •k4��� W SURVEY OF &° , •—� � o�` R ,. a LOT 3 40 RIGHT OF WAY N �s MAP OF ROBERT T. BAYLEY SITUATE AT E COLONIAL SURVEYING, PC SpcJTHQL.D JOSEP'H SECCAFICO, ILLS TOW'I OF SOUTHOLD N.Y.S. LIC, NO. 050906 SUFFOLK COUNTY, NEW YORK 33 FLYING POINT ROAD SOUTHAMPTON, NY 11968 PH 631-283-5500 COLONIALSURVE YIN GOYAH00,COM Q' COPYRIGHT — 2024 COLONIAL SURVEYING. PC NOTES I 74'-3" 42'-6" 14' 17'-9" 01 93/4" 7'-8 1/4" 8'-1" 111 10 1 LIU, r W9 W9 --------- ---------+------- --------------- -----€-CRESS---------------------E-GR€S-S----- -- — �I I WINDOW WIND❑W (3)2X10 ACQ GIRDER (3)2X10 ACQ GIRDER -- -- - -" - 121 PIE R w/ � , U .....!...................._ (2)#4 VERT.BARS..........._.................... .................................. - r 2'X2'XV FIG ON ^ d►I I I UNDISTURBED SOIL w min.3'BELOW GRADE. I I � r •!14 a • .. , -- e7Lo ----------------------EERESS----------------------------------------------------------------------------- R�SS----------------------- --- - - --- - ---- - ------- -- -- --------- ---------------------------------------- - -- -F�------- M WINDOW IND❑W aT �""" LEDGER BOARD TO BE ASTENDED TO BUILDING WITH T!rv`.S?:RLOK" I Zo SELF-COUNTERSINKINI;SCREWS131 ! cn 10-11 BY OLYMPIC MANUF,";TURING14 z o (2 SCREWS @ 32 O.C.) co iT r" 00 •" I co SHOWER- �IV achanical Roo 0-01 CH 8,_1, C? �2 U U CM T W 0 0 oT WASHING z � 4 @ MACHINE SINK ' Ste- I 0 S2 z r I O i o0 7'-11" 7'-11" 7'-11" 7'-11" i 00 Z CV "' i TOILE Zo LO (.)1-3,4X lit MLGIRDER (3)-3/4X9 1r2 MLGIRDER (3)1 X9-1;2 MI GIRDER (3)1-3,-- -1,2- G----R _ ...._... _________ . 4 _ ____ __ ___________ __ ___ _____ _ ______________ ___ __ —___RTITI�❑ ____ I._ I INTERIOR PA N - --- - I € I --- LALLY COLUMN cc ! 2'X2'Xl'FIG _.._ •a ____.__.._._ _____________________________-______________--_-______-__.__-____________-____-____-.__-___________-_________.__-___-_, ----- -- -------- - ------- - ---- ------- -- - ----- ----- . ------ --------------- ---------------------- - ( } /4 1 ',LINTERI❑ N ii SIN -- - -- - -I a o 3 R PART U r C M Ch �, 2-111/4 6-7 1/2" 6-7 1/2" cn = 6-7 1/2" „ „ 6-7 1/2" 6-73/4 L2xzxaLFTGN o x u ry N L/ M I r r ' f I REVISIONS 4 DRAWING ISSUE: No, Revision/Issue Date I ; -- -- a p..._......... i 16`X16"PIER v:/(4)#4 VERT BAR A/STIRRUP @12"OC -_- _-___, -__ --_- 1 BASEMENT AS-BUILT PLAN 04/09/2 24"X24"X12' FrG LA.LLYCO UMN ON UNDISrUR,BED SOIL Q T min.3'BEI OW GRADE 2'X2'X1 FIG o x I I N / I/ I I I � %4 GIRDER 4X � {R rX �' 4 - - f, GIRDER 3 1 3 X 1 2 ML G DE 3 1 3, 9 1 2 ME G DER 3 1 3, 9 : 2 M:_GIRD R 3 1 3 X9 1 2 v7l C DE .................._...................:.................x...._ ................... TERRACE ADJUST FOUNDATION THICKNESS FOR SHELF - - -- ZV TO BE USED TO SUPPORT PATIO,PORCH,STOOP. � n „ T ALLHLLBENCATHCONCRCTESLABSTOBE 7-61/2 7-61/2 7-61/2 7-61/2 zX AC ry?;`Oc COMPACTED TO 95"�RELATIVE DENSITY. � CV a SLAB TO BE MIN.4"THICK(VIF)AND REINFORCE w/6X6 10/10 WMM OVER 94 REBAR @2'OC EW. r I { BLULSTONE TO B"INSTAALLED OVER SLAB. o L_, l_;' ll U L 3 1 . I t l Q I CD SIN I i I I ' III p t c � 1 j BASEMENT _ __ t_.�_{�- �,�:,�_• L._. _ O 11 m N MIV d I I a Ln I , .......•........... ........................................................................................_.._........_............_....................................................................._......................................................................................... ... 00 - 2"d;a P ER wl ii Q I 0 U L 1 $ (2)V4 VEI:T.BARS `L Cp 2'X2'X1 I-TG ON LEDGER BOARD 10 BE FASTENDED I UIN 1S � EI TO BUILDING WITH 71h ,:RtOK --___. m n 3'BELCN -COUNTERSINKING SCREWS GRAD I BY OLYMPIC MANUFACTURING I "I (2 SCREWS @ 32"O.C.) -- -- ---- - ----------- (3)1-3/4X9-1/2 ML GIRDER -- - A I .I I I , c " _ _ Project Title r 12."d;a PIER v/ o r (2)44 VERT.BARS / ; ---- - - - - cV 2'X2'Xl'FIG ON -------- UND!STURBr:DSO'L � _ �` @ rnn.3 BELOW GRADI. --- ----------------------J 00 ! I Y• r•� W _- (3)�X10 ACQ GIRaE-R _ �- - (3)2X10 ACQ GIRDER (3 2X10 ACQ GIRDER -- 'v 4'-8" 4'-8" 00 2' 4-_8 4.8" VINEYARD 1'-1 1/4" 1'-1 1 4" SOU I r=: GALVANIZED METAL WINDO WELL is 4"LIP ABOVE GRADE 36-9" 10'-101, 6'-6 2 10'-10" 4'-6" GREGORY TUCK ARCHITECTURE / W9 1'-7 4" 1'-7 4" 68 JAY STREET, SUITE 712 Y oa AWA PELLA ° I0000esss BROOKLYN, NY, 11201 � Pf =/ r-o• ( E PEss ulNnow 1).8"THICK POURED CONCRE f E FOUNDATION,3000 pt.HEIGHT AI 8'0" 4).PROVIDE 2X6 ACQ SILL PLATE UNLESS OrHERWISE NOTED.SILL PLATES WE C EAR OPENING =e .s x ne,s EXTERIOR OF FOUNDATION fO BE DAMPPROOFED AS PER N.Y.S. 1'0 BI. INSTALLED OVLR COP R-I LX TERMITE SHIELD AND FOAM OR FIBERGLASS WWW.GREGORYTUCK.COM RESIDEN FIAL CODE WITH A BITUMINOUS COATING. SILL GASKET. I Iz"air c Lt s vi, f 2).FOUNDATION TO HAVE 1.6"X8"CONCRETE(2X4)KEYWAY IN FOOTING. S).PROVIDE 5/S"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W%1 1'-0`OF CORNERS, k ' ' FOOTINGS 10 HAVE 2-#4 CONI INUOUS RE-BAR.ALL FOOTINGS 10 REST ON IN TERSLCTIONS AND SPLICED JOINTS.ANCHOR BOLTS 10 HAVE A E ff H 3 CL N Is:Ks61 �� . , , j/� UNDISTURBED SOIL(MINIMUM 3000#CAPACITY), B IEAr�aCHED OSEL PLADMENTES WITH INTO I H3X3p SQUARE WASHERNCREFE.EACH NCHOR AND NU TO MAIN HOUSE L o sfT/'/ AS 3).FOUNDAFIO�J SLAB TO 6E 4"1HICK,3000nsi CONCREI'C ON COMPACTED FILL. INSTALL 1.12"EXPANSION JOINT MATERIAL WHERE SLAB MLE.rS ADJOINING 6 DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE "" )• � . VINEYARD HOUSE WAL LS.COLUMNS MUST Al SO BE B'_OCKED OUT AND ISOLATED FROM THE BLOCKING AT 8'-0"O,C.(MAX.)AND MIDSP.AN. , ,{,-� • RCSF OF FHE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE �' 4.. '4 /' l//,. // .',:'' `.•.,•�/ ' J r ra r ! " ' 8402 SOUNDVIEW AVENUE , /� • ,- / / / AND POSITIONED SO THAT T�iE:POINTS OF T11E SQUARE MELT THE CONTROL 7j.PER R302.13 CODE,NEW FLOOR JOISTS AT BASEMENTS ONLY(NOT CRAWL � �� "fit+�►' " JOINTS.CONTROLJOINTS SHOULD BE NO!ESS THAN ONE-FOURTH THE. SPACES)-UNLESS USING 2X DIMENSIONAL LUMBER OP.MICRO!AM JOISTS, "" � ���� � • SOUTHOLD , NEW YORK THICKNESS Of-THE SLAB IN DEPTH,MAXIMUM JOINT SPACiNG SHOULD EQUAL 1/2"SHEETROCK MUST BE INSTALLED ON UNDERSIDE OF JOISTS(WOOD-I /• /` / SLAB WIDTH,MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO JOISTS OR STEEL JOISTS). FJl f LAK JACKS r TO BE USED IN PLACE OF STANDARD MORE THAN 16 FEET. T11 WOOD-Is FOR EXCEPTION TO CODE REQUIREMENT(NO SHEETROCK). Project Sheet ►ti1 Yine and House 8).FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. Qr �34'�t1. i 04/C9/24S- 3 AS E T EGRESS ETA I L Sale SCALE: NOT TO SCALE i i NOTES APPROVED AS No D DATE:1�•� B.P.#I 6 ' FEE: BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE 0 FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED - - - — - — - — - — - — - — - — - - - - - - FORPOURED CONCRETE 0 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW W FOR DESIGN ORECO STRUCT ONSIERRORS.BLE W - — i0 'I Ih: 4 G I,iD i i , T ' ! W VI a ®r I S UilL[A%gFUL o cal —� —� X J ' T VJ0T CER I IFDATE 00 � C ;JP�!,l �' 0 0 m = ti I C��I'r"L°I V�ri7 H ALL C"�; 7- O'= CIO Ed PSI `r�l Yf'R�t ST.ATE & TO CODES (/ O (0 N AS FiLD =D AND CO��')ITIONS & LJ.1 � U- o SOUTHOLD TOI'A Z 3A O _ — SOUTHOLD TOINN PANNING BOARD \ SOUTHOLD TOWN TRUSTEES d... I N.`i,S.DEC ® R U M E ET-1 0:1 \ DO NOT i""��EED WITH ` FRAMING UNTIL SURVEY OF FOUNDATION LOCATION IFIF] APPROVED. �I RETAIN STORM WATER RUNOFF I' PURSUANT TO CHAPTER 236 OF THE TOWN CODE. TRUSS PLACARD"1.3 REQUIrICD REVISIONS i DRAWING ISSUE: No. Revision/Issue Date PROPOSED SOUTH E L E VAT I O N Blower d ductwo k A�11s provide Manuals SCALE: 1/4" = 1'-0" tE8t1A rC t11rCd. D+� �14d emu' a...�a �3 NYS Fn-.,r Code tJl exterior lighting Installed,replaced or repaired shall conform to Chapter 172 of the Town Code „ .. ... .. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1%LEAD. PLUMBING j ALL PLUMBING WASTE j &WATER LINES NEED TESTING BEFORE COVERIi�G Project Title �10 i N i O VINEYARD HOUSE - — SOUTHOLD, NY FF ED A !I : i w 0, ' EDI GREGORY TUCK ARCHITECTURE 68 JAY STREET,SUITE 712 BROOKLYN,NY 11201 i WWW.GREGORYTUCK,COM RFI MAIN HOUSE VINEYARD HOUSE 8402 SOUNDVIEW AVENUE ilk SOUTHOLD NEW YORK Project Sheet PROPOSED EAST ELEVATION Vineyard House Date SCALE: 1/4" = V-0" 1/15/2021 S- 1 Scale F[5 NOTES 0 o W -� W _Z ZrZ 'o W (- p N QX J Lf) ti Ll I ® � M LIE] EIE] ED ED W WU) N L- EIEI F7 -a EE H H L I m - - j REVISIONS 4 DRAWING ISSUE: No. Revision/Issue Date PROPOSED NORTH ELEVATION SCALE: 1/4" = V-0" i Project Title I 1HH Al s€__ N - - m VINEYARD HOUSE SOUTHOLD, NY ia ILEF 1 ED ED LL EEI r h . GREGORY TUCK ARCHITECTURE EIH 68 JAY STREET,SUITE 712 BROOKLYN, NY. 11201 WWW.GREGORYTUCK.COM MAIN HOUSE - — ! --- VINEYARD HOUSE i — - — 8402 SOUNDVIEW AVENUE SOUTHOLD NEW YORK Project Sheet PROPOSED WEST E L E VAT I O N V ine5ard House SCALE: 1/4" = 1'-0" Date "1/15/2021 S- 2 Scale � . .. - | / NOTES741-311 | lo GRESS EGRESS 9Y411 LU 2'X2'Xl'FTG ON UNDISTURBED SOIL LIJ VENT LEDGER BOARDTO BE FASTENDED BY OLYMPIC MANUFACTURING LU CD kin ID cf 00 00 LY COLUMN Ul COLUMN No. FzSvIsion/Issue Date LALLY COLUMN ON UNDISTURBED SOIL < TERRACE ADJUST FOUNDATION THICKNESS FOR SHELF TO BE USED TO SUPPORT PATIO,PORCH,STOOP. ol ALL FILL BENEATH CONCRETE SLABS TO BE 2 C? COMPACTED TO 95%RELATIVE DENSITY. SLAB TO BE MIN.4"THICK(VIF)AND REINFORCE BLUESTONE TO BE INSTALLED OVER SLAB. CD 00 00 LEDGER BOARD TO BE FASTENDED x Ul DISTURBED SOIL TO BUILDING WITH TIMBERLOK" min 3'BELOW GRADEz, BY OLYMPIC MANUFACTURING Project Title 2'X2'Xl'FTG ON UNDISTURBED SOIL 00 50UTHOLD, NY 100008555 il-EAR OPENING 11-7Y411 11-7Y4" GREGORY TUCK ARCHITECTURE EGRESS WINDOW 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHTAT V-0". 4).PROVIDE 2XIS ACC.SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES BROOKLYN,NY. 11201 4 7 EXTERIOR OF FOUNDATION TO BE DAMPPROOFED AS PER N.Y.S. TO BE INSTALLED OVER COP-1 TERMITE SHIELD AND FOAM OR FIBERGLASS RESIDENTIAL CODE WITH A BITUMINOUS COATING. SILL GASKET. 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN i DIA.ANCHOR BOLTS AT T-0"O.C.AND W/I V-0"OF CORNERS, FOOTINGS TO HAVE 2-#4 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A C UNDISTURBED SOIL(MINIMUM 3000M CAPACITY). MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. MAIN HOUSE FOUNDATION PLAN 3).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. INSTAl EXPANS10N JOINT MATERIAL WHERE SLAB MEETSADjOIN1NG 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE SCALE: 1/4" ll WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE BLOCKING AT 8'-0"O.C.(MAX.)AND MIDSPAN. VINEYARD HOUSE REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEETTHECONTROL 7).PER R302.13 CODE,NEW FLOOR JOISTS AT BASEMENTS ONLY(NOT CRAWL F JOINTS.CONTROL JOINTS SHOULD BE NO LFSS THAN ONE-FOURTH THE SPACES):UNLESS USING 2X DIMENSIONAL LUMBER OR MICROLAM JOISTS, SOUTHOLD NEWYORK lo THICKNESS OF TH E SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL 1/2"SHEETROCK MUST BE INSTALLED ON UNDERSIDE OF JOISTS(WOOD-1 SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO JOISTS OR STEEL JOISTS).TJI FLAK JACKETTO BE USED IN PLACE OF STANDARD MORE THAN 16 FEET. TJI WOOD-is FOR EXCEPTION TO CODE REQUIREMENT(NO SHEETROCK). Project Sheet lo lo Vineyard House 8).FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. Date BASEMENT EGRESS DETAIL_ scale '1/15/2021 S-3 SCALE: NOT TO SCALE < RES! ePACE 2 MIL"GIRDER o­ - /rl ' ' - ~ ' ` ' ` 42'-6 NOTES 74'-3" .01 " 14'-0" 17'-g" , I B I I I I I I I w1 w1 ------------------------ 13'-111 ®.,' — — (2)11-7/8 LVL F® (2)11-7/8 LVL lo '1 1 I =N 12"dia FG COLUMN C? � 3 � w/6X6 ACQ POST � I 1 MUD ROOM TEMPERED ; PORCH z N � I � W1 i W1 W2 W1 W2 W1 W5 � 7 (2)9-1/2 ML WS Z Lb v — � Nom_0xNm 1 IIII \' 1 31,I1I II II11I 1 _-rnamrn - N eVz` �rTTr�/(3)2X10 HDR 2'-8" (3)2X10 HDR (3)2X10 HDR W � NJ / L °0 00 /%D U') O KITCHEN 0 61-611 o MPANTRY N CV BATH DINING ROOM W/ ----------N oNo. 1 U L OEm____ 00 ------- LIBRARYD -4" 2'-8" °° LIC DBL 1-3 4X9-1 2 ML 16 OC F XDECK ABOVE �� 11 BUTLER'S PANTRY x 14'-4Yz" 8'-6� 18'-311 17'-3%" ef (3)9-1/2 ML HALL X2'-4" 2'-4" 41-2Y11 41-2Y11 (3)2X10 HDR (3) DR (3)2X 0 HDR (3)2X10 HDR (3)2X10 HDR IL XD 2 I II (2)13/4X11-7/8 ML O x 4'-1 FOYER O x ; I ; -1� r-i N Ill I I 1 a° 1001 I IO PORCH o HALL 12"dia FG COLUMN 00 REVISIONS 4 DRAWING ISSUE: 6X6 ACQ POST _ _ _ _ HALL ® (2)11-7/8 LVL— — O — —(2)11-7/8 LVL — O — —(2)11_7/8 LVL — O —(2)11_7/8 LVL — O —(2)11-7/8 LVL — 2'_ 2'-411 2'-�"" 2'-4" — — — ` ; NO. ReV181on�issue Date I 4'-811 31- %" 3'-4a/" 5'-3 Cr I I ----------- _ - = IJI 1 (V o n -- N O 00 I I I m m r+ I 1 I II LE, I I I I 1 I (3)9-1/2 ML (3)1-3/4X11-7/8 ML TERRACE �®`1 I I I � • , I I I I 301-711I I I O N I I 1 IY IJI N rH 1 M = � I00 I I I N PORCH I I I 1 I M 1�1 1 1 I C.1 I ° I I 1p o I I cV 0 12"db FG COLUMN I = p LIVING ROOM w/ 6 ACQ POST ` + I co I I i I I , 0 O ICI t00 I X � ICI 271-511 6'-gY2" I=1 A 1 m I I t (3)2X10 HDR (3)2X10 HDR (3)2X10 HDR (3)2X10 HDR I C (2)11-7/8 LVL— (3)1-3/4X11-7/8 ML ------------------- XDl XD1 XD1 XD1 -- - - � - - - - - - - - - Protect Title --------------------- I r1 U t-1 xp (V _________ CI N � J (V ' �IV @) 100I PORCH 12"dia FG COLUMN I 8 w/6X6 ACQ POST ®\ (2)11_7/8 LVL ® C _ — — — `® — — — — — (2)11-7/8 LVL — — ®+L — — — — — (2)118 LVL_7/ J\® - 1 �— M J J 00 I 1 , VINEYARD HORSE I ---------------------------- I _______________________________ _ � _--------------------------------- SOUTHOLD, NY I I , I I I I 1 1 B GREGORY TUCK ARCHITECTURE 36'-9" 10'-101, 91-1011 10'-101, '-611 4'-6" 68BROOK STREET,NY.SUITE 0112 741-311 WWW.GREGORYTUCK.COM 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 7).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS 11).INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R30,EXT. RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT TO HAVE 2 JACK WALLS:R27(FLASH AND BATT;2"FOAM w/R13),FLOOR:R30. �.�wW MANUFACTURE'S INSTRUCTIONS. STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH , $ MAIN HOUSE rks SIDE FOR MICROLAM HEADERS. 12).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. 2).PLATE HEIGHT AT 10'-3 1/4"UNLESS OTHERWISE NOTED. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT 8).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE VINEYARD HOUSE 3).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, AREAS. FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 8402 SOUNDVIEW AVENUE 4).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. PER CODE. 13).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. sK � NEW YORK 1ST. F LO 0 R PLAN AREA: � � :• � ' a � �, SOUTHOLD , 2270.0 SF 5).EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARED 9).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 14).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. `:• "� :_.: SCALE: 1/4n 1 I-0" WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY; 2"min. APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING = HORIZONTALLY WITH TWF AIR BARRIER FLASHING).INSTALL PER HARDWARE.UNt ES'SOPENINGS HAVE IMPACT GLAZING. 15).INSTALL 12X12 14X14 NICHES AT ALL NEW SHOWERS UNLESS Protect Sheet INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. X1 Vine and House . . 10).ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PROVIDED WITH INSTALL SHOWER BENCHES PER OWNER/DESIGNER. ; 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. Date ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. 16).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. -1�15�2021 C—4 Scale J J ' F5 NOTES UJ 60'-911 '-4" 27'-811 14'-011 17'-9" ol EGRESS W , w1 � w9 (3)2X8 HDR (3)2X8 HDR CD zT /A Q Q (000 00 Q N _ = J O I N N O O (lI m m A 1 z 1 ` ®� TEMPERED TEMPERED TEMPERED 0_ r U W1 Wl 0 D M 0 `� (3)7XSHDR `� (3)2X8 HDR (3)2X8 HDR BEDROOM No. 3 o I U_ CC _ O1 Ln N _— 00 O M 1 , I1 ------ -; ---�----- 1 �1 � 11 11 -1111 � 8 -7/ 5 -1 13 -1 5 -1 1 BATH N U. 1 ch 1 No. 2 O1 0BATH BATH N' I, U C 00 No. 3 "I w o - - �w = zxa u� 1 0 = -2" 4'-2" 4'-2" i BEDROOM No., 4 0 00 ------ a U N io (3)1-3/4X14 ML / 2)5/8"STEEL ------ 2 '-4"BEDROOM No. 2 _... — - — - — - BALCONY r-a° '-a° - - tea'' - -era^ - m I l� 1 x n 5/4 DECKING OVER 2X ACQ 1 - SIMPSON Cr ON TAPER AWAY FROM BUILDING I I X = _ m I I \ 0 14' 1560 1 "OCrv ' I I HB5.5X11.88 I ~ �' w OVER EPDM w/FLASHING I I I ` i O m l HALL HALL HALL � p " m 12'-23r" f - - - - — I _� 0 2 4 -- = I � � c'1 00 -5 I I 1 I I I I I I 1 X 1 I 1 I 1 I I I I ! o REVISIONS 4 DRAWING ISSUE: _� M I '1 I D'f No. Revision/Issue Date (3)2X8 HDR (3)2X8 HDR (3)2X8 HDR ' rIL LJo N O W9 W1 W1 00 19'-6" 10' z" co O1 m O X O _LnLn EGRESS i o aw HALLco m ' D X N � m D BEDROOM No. 5 1AD 1 N i 1 1 A 1 1 --------, 1 81-2%" Il 41 3110 21 211 1 , , LNDRY. RM. = I N = _ o �N N O o --� X - I i 00 --- 3'_0" j O GAS FIREPLACE - 0 o m O O _ r 00 14"TJ1560 12"OC DRESSING ROOM o x O i V X N m (3)1-3/4X14 ML w/(2j 5/8"STEEL MASTER BEDROOM O _ - 20'-3%" 10'-3%" Ln MASER BATH � Project Title w - N X� of (3)2X8 HDR - _ •��.-;, . �.r- ,,� (3)2X8 HDR (3)2X8 HDR 3)2X8 HDR =====4px8 M K — W9 Wl 8 W1 W2 Wl Wl VINEYARD HOUSE EGRESS TEMPERED TEMPERED B --------; SOUTHOLD, NY 31'-611 61-011 10 601-911 GREGORY TUCK ARCHITECTURE 68 JAY STREET,SUITE 712 BROOKLYN,NY. 11201 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 6).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS 10).INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R30,EXT VWIIW.GREGORYTUCK.COM RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK WALLS:R27(FLASH AND BAIT;2"FOAM w/R13),FLOOR:R30. MANUFACTURE'S INSTRUCTIONS. STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 11).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. 2).PLATE HEIGHT AT 9'-0"UNLESS OTHERWISE NOTED. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT 2 N D FLOOR PLAN AREA: mow, a " • 7).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILEMAIN HOUSE SCALE: 1 4" = 1'-0" 1973.2 SF 3).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. (MAX.10'OC)AND INTERSECTING WALLS,LOAD BEARING WALLS, AREAS. ,d$ \ / FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 4).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. PER CODE. 12).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. f 0,9 VINEYARD HOUSE �u .. •,, . 5).EXTERIOR UNDERLAYMENTTO BE HENRY BLUESKIN VP 100 SE LF-ADH EARED 8).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 13).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. .; 8402 SOUNDVIEW AVENUE :, ;A„ WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY; 2"min. APPLICABLE.PROVIDE DEBRI PROTECTION PANELS WITH FASTENING A,' � SOUTHOLD NEW YORK HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 14).INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS ��� „.„s�.��;.� � a � INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. k •$ 9).ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PROVIDED WITH INSTALL SHOWER BENCHES PER OWNER/DESIGNER. 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. Project Sheet 15).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. " Vineyard House Date 1/15/2021 S-5 scale NOTES B 1 I I I 1 I 1 1 1 1 1 12 W I 1 ' 11 2X10 DF#2 RR @16110C 200 r n V Lb b 1 1 X 1 I z V/ - --------------------------------------------------------------------------------- ' m ' ----------------------------------------------------+ I I 1 1 1 LO Q0000 p 1 M 1 1 0 12 L rl 1 1 0 1 12 Of911� \�`� a 1 1 I Ofy� O I I 1 ® � � ) i/ U LL W U) POST 1 , I 2X8 RR 1 ^' \Q 1-3/4X11-7/8 ML RIDGE ' ' ' LL @16"OC �2 ----------' O 1 I 1 3 4X11-7 8 ML RIDGE %2X6D WALL UNDER(TYP) p ------------- 1 A'! N I I 5/4 DECKING OVER 2X ACQ 9 1 SLEEPERS,TAPERED(PITCH) 1 --• ' VER EPDM,FLASHED AND `zo SEAOLED PER MFGR INSTRUCTIONSI G9llF/ x ' N ---• 1 OVER 3/4"T&G EXT.SHEATHING ' 2X4 FRAME 11 N JP I STONE VENEER , ---------------- OVER 1/2"SHTG (2)1-3/ X9-1/2 ML N 71 ECOR TIVE C IMNE 1 1 1 I I ----------------------------------------------------------------- N •----------------------------------------------------------------- 1 - - - (2)1-3T-1/2 ML 1 1 I I I REVISIONS 4 DR/SILUING ISSUE: 1 1 K o I K I I - o - 2X10 DF#2 RR @16"OC ' 1 1 1 PITCHII/4":12" O z '' i i No, Revision/lsaue Date 1-3/4X9-1/21 ML @16"OC F_ 1 ' 2X10 DF#2 RR @16"OC x x , , I •------------ 1 1 N N 1 1 (2)1-3/ X9-1/2 ML 1j I 1j gl Iji 12 11 12 N N 1 �I UNCTI NAL IMNE I _ N , 1 - - (2)1-3/ X9-1/2 ML 2X4 FRAME ' STONE VENEER 1 ' OVER 1/2"SHTG i 131-611 1 2X6 STUD WALL UNDER(TYP) 17, ' � I 1 1 �9 , 1 12 q1 1 ti O nV � 1 1 1200 2X10 DF#2 RR @16"OC , 1 Project Title ------------------- --------- ---------------------------------- ----------------------------- ROOF DRAINAGE AREA 2"RAIN/HR. DRYWELLREQ. DRYWELL CAPACITY , VINEYARD HOUSE 1 2897.3 SF 484 CU.FT (2)8'dia.,6'deep 507 CU FT TOTAL ' SOUTHOLD, NY I I 1 1 I I 1 1 B GREGORY TUCK ARCHITECTURE 68 JAY STREET,SUITE 712 BROOKLYN, NY. 11201 WWW.GREGORYTUCK.COM 1.INSTALL ROOFING ON 2X6 PERIMETER PLATE. 6.ICE&WATER BARRIER/FLASHING TO BE USED IN ALL VALUES,RIDGES, INTERSECTIONS WITH ROOF AND SIDE WALLS TYPICAL v AND 4'PERMITER. a �A g,x MAIN HOUSE 2.INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 10'OC AND INTERSECTING WALLS,LOAD-BEARING WALLS, 7.DO NOT INSTALL UNDERLAYMENT ON WET DAMP PLYWOODHI SHEATHING \ ° ' (MAX. ) / �. AFC. ?.. .t �.. FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. 4 VINEYARD HOUSE PER CODE. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE R 0 0 F PLAN WORK DAY,COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS z; 5402 SOUNDVIEW AVENUE 3.APPLY 3/4"THICK FIR CDX SHEATHING OVER ROOF FRAME. COMPLETE. e a'N _ 1 NEW YORK SCALE: 1/411 - 1-0II SOUTHOLD 4.APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND 8.INSTALL ROOFING AS SELECTED BY OWNER/DESIGNER,PER MANUFACTURE , Au , DIRECTLYTO THE DECK ALONG EAVES. INSTRUCTIONS. A a < '��' •.� �� ��"��`��`5.USE ICE&WATER BARRIER UNDERLAYMENT UNLESS OTHER SPECIFIED BY 11.GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS (a Project Sheet ROOFING MANUFACTURER. REQUIRED. Vineyard House Date 1/15/2021 C_6 scale J ,. , 1 FN NOTES 2. 2� 2" 0• 0• 0• •O 2" 0• •O 0• (•) 2" • . • • . 12 2" 1-3/4X11-7/8 @ti6 OL ML 7 FASTENERTYPE: SPACING: 2X6 PLT 5/8"SUBFLOOR No.8 WOOD-SCREW BASED ANCHOR WITH 16"OC: 14 TJI110 @16"OC 2in.EMBEDMENT LENGTH No.10 WOOD-SCREWS Q O• BASED ANCHOR WITH 16"OC: 2in.EMBEDMENT LENGTH 1/4in.dia.LAGSCREW BASED ANCHOR WITH 16"OC: 2in.EMBEDMENT LENGTH •O O• 3/4"APA PLYWOOD 2X6 STUD WALL � / 1� SHEATHING - 1/2"APA RATED SHEATHING 1/2"SHEATHING 0, LIJ GRADE PLYWOOD • • •• • • (ALTERNATIME:7/16"0.5.8.) UJ • O 1/2"APA RATED SHEATHING GRADE PLYWOOD • O (ALTERNAT1ViVE:7/16"O.S.B.) • • •• • • 12 QJ ( z LO O O FASTENER TYPE: SPACING: ! 2X4 DF#2 1 v il L_ 3/4"SUBFLOOR ^ LOJ - - 'I- -C LIA (0 No.8WOOD-SCREW O O STUDS 2X10@16"OC 11-7/8 TJ1360 @16"OC _ _ J ___I N BASED ANCHOR WITH 10"OC 21n.EMBEDMENT LENGTH No.10 WOOD-SCREWS LO WINDOW SILL TYPICAL WINDOW OPENING •• •.--- Z O BASED ANCHOR WITH 12"OC (2)11-7/8 LVL ) T PANEL SPAN EQUAL OR SMALLER 2in.EMBEDMENT LENGTH (BOX IN MM THAN 4 FEET 1/4in.dia.LAGSCREW i i O BASED AN WITH 16"OC [� Q• i i 2in.EMBEDMENT LENGTH • • • • • TYPICAL DOOR OPENING i MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: i i 4 �/ � O PANEL SPAN GREATER THAN 4 FEET 2-2X4 DF#2 STUDS CONNECTED a "/ AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD SCREW i i OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH 8"OC m THAN 6 FEETin.EMBEDMENT LENGTH AND NUTS @ 2'-0"O.C.00 12°FG O TYPICAL MULTIPLE OPENINGS No.10 WOOD-SCREWS COLUMN O BASED ANCHOR WITH 9"OC PANEL SPAN GREATER THAN 6 FEET 21n.EMBEDMENT LENGTH 1/4in.dia.LAGSCREW , i 6X6 ACQ 6� AND EQUAL OR SMALLER BASED ANCHOR WITH 16"oC POST THAN 8 FEET 21n.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL yJ AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING 3 4"SUBFLOORLd - _ .d a, 11-7/8 TJ1360 @16"OC WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" #4 REBAR @ 24"OC °%4: AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO EACH WAY COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL L b`°'d ; #4 BAR ° CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. b- ALL FILL BENEATH CONCRETE SLABS TO BE .b.° @12"OC (2)#4 BARS 2X6 ACQ SILL PLATE ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. ~ COMPACTED TO 95%RELATIVE DENSITY >°'� ° b• CONTINUOUS TERMITE SHIELD b. n:.• "ti LALLY 8"PC WALL HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. - .• ASTM D-689.COMPACTION TEST AS NECESSARY. �•. 16"CONC. COLUMN SILL SEAL DAMPPROOF - O e. e.°': PIER .: cY3 �: •�:b •• 2"CONC.SLAB a; 24"X24"X12" 2'X2'X1' 16"X8"FTG CONC.FTG FOOTING (2)#4 BAR A CROSS SECTION A REVISIONS a DRAWINGS ISSUE: 3 7 SCALE: 1/4" = V-0" Generated by REScheck-wets Software No. Revision/Issue Date Compliance Certificate A . i 12 Project Title: Vineyard House �, TA 12 v Energy Code: 2018 IECC Location: Southold, New York 1-3/ X9-1/2 ML @16"OC Construction Type: Single-family CV7<F 1-3/4X11-7/8 ML RIDGE Project Type: New Construction dt . 1-3/4X11-7/8 ML RIDGE Conditioned Floor Area: 4,243 ft2 � Glazing Area 25% 2X6 STUD WALL 2X6 STUD WALL Climate Zone: 4 (5572 HDD) 16"OC 2X10 RR @16"OC 2X1D RR @16'.00 @16"OC Permit Date: Permit Number: - _ - Construction Site: Owner/Agent: Designer/Contractor: 14"TJ 1110 @ 16"( 14"TJ 1110 @ 16"OC 14" TJ1560 (3)14"ML @12"OC (3)14"ML w/(2)5/8"STEEL w/(2)5/8"STEEL .. ..��<.......<.>.. a�\�...a+a�u.... u?.x.....a 4e.,.. .....m. ., ...a...<........ ............ .:.., �s`..�'�a...._ :c . Compliance 10.5% Better Than Code Maximum UA:761 Your UA:681 Maximum SHGCO.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. O nv I p_Ae sspmblies , ...a. 's'' ;o t ..M^: .f�:.is,,`^:s;.,�,:...e:.,,..• yi.;..a� F:- v k°'d. .'�s�'X •,i. >.*2."S.�'., a%ro'.?'' a'rr ems: r,•W �'...n . ':§ 'd<:^ �":ti• :rig;•a ( �'ta�'?fi'; `�.�, are:'•"m'.;.%�p 3y,''-,I„-"�. ..*_m l" <'ew`pf":.� ".4 P!' F.','-{`..v},s d .'�, .J•.'' :era°:6:•'=✓' ^'1,':'.. <r ..�..� `,�.�.� ~�; ..r,���:.:�: :�.::..�..�."�...�.,�.x•�.:e�,�:�.'*;:�a��=.�m��`M_° .� � ���;�.�-m..�,,s�..�.. :. �.�.: .� Project Title Ll Ceiling: Flat Ceiling or Scissor Truss < 2,270 30.0 0.0 0.035 79 - 12 1st.floor walls: Wood Frame, 16"o.c. 2,616 27.0 0.0 0.051 94 2X10 @16"OC 11-7/8 T11360 FJ @16"OC 11 7/8TJI360 F1 @16"OC 1]-7,/8 I7I360 F1 @16"OC exterior door: Solid Door(under 50%glazing) 48 0.280 13 (3)1-3/4X11-7/8 (2)11-7/8 (2)11-7/8 glass doors: Glass Door(over 50%glazing) 173 0.300 52 (2)11_7/g ML ML - ML SHGC: 0.24 ML = =- windows:Wood Frame 408 0.290 118 - 3'E �� .�.•- "'��-u' �, I I Srap 32 ( - I II dooror transoms:Wood Frame 43 0.290 12113 SHGC: 0.24 I I door transoms:.24Wood Frame 43 0.290 12 VINEYARD 1�EYARD HOUSE 12"dia I I \ SHGC: 0.24 y FG COLUMN I I m window transoms:Wood Frame 67 0.280 19 SOftO�TO��� �� I I SHGC: 0.33 2,012 27.0 0.0 0.051 80 I I 2nd floor walls:Wood Frame, 16" o.c. 6X6 I I glass doors:Glass Door(over 50%glazing) 37 0.300 it ACQ I I SHGC: 0.24 I I windows:5 GC 0.32od Frame 399 0.290 116 I GREGORY TUCK ARCHITECTURE I 3/4"SUBFLOOR Floor:All-Wood Joist/Truss 2,270 30.0 0.0 0.033 75 68 JAY STREET,SUITE 712 BROOKLYN, NY 11201 2X8ACn 16"DC 11-7/8 TJ1360 F1 @16"OC 11-7/8 TJ1360 FJ @16"OC (3)2X10 ACQ )1 3/4X9 1/2 GIRDER (3)1-3/4X9-1/2 (3)1-3/4X9-1/2 (3)1-3/4Y.9-1/2 (3)1-3/4X11-7/8 ML ML WWW.GREGORYTUCK.COM *4 g• (2)#4 BARS ML ML ML 2X6 ACQ SILL PLATE s CONTINUOUS TERMITE SHIELD eb SILL SEAL 12"dia. ° :0 8"PC WALL Project Title:Vineyard House Report date: 01/02/21 MAIN HOUSE C? PIER a e• DAMPPROOF Data filename: Page 1 of 2 M °o •d LALLY COLUMN O (TYPICAL) 0o VINEYARD HOUSE 2'X2'Xl' #4 BARS CONC.FTG. @18"OC 8402 SOUNDVIEW AVENUE SOUTHOLD NEW YORK #4 BARS 4"CONC.SLAB .. .. . e. .. a e• .. . a a. .. e. (4)HOR. . a a •. • _ Project Sheet Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other Vineyard House2'X2'CONC. 16"X8"FOOTING calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in _ FOOTING (2)#4 BAR REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Date CROSS SECTION B 1/15/2021 S-7 3 7 SCALE: 1/4" = 1'-0" Name-Title Signature Date Scale NOTES 9-1/2 1-3/4X11-7/8 ML RIDGE 1-3/4X9-1/2 ML @16"OC ML 1-3/4X11-7/8 ML RIDGE 0 B B 2X6 STUD WALL 2X10 RR @16"OC UNDER FLAT ROOF POST 2X10 RR 16"OC e 11/4 11/4 11/4 12 1114 11/4 11/2 11/4 11/4 11/21, 1114 11/4 4RJ 2 11/4 11/4 11/2 - 7 n SINK SINKWClAVwe lavEAv. we u 14"TJ1560 WOOD-I @12"OCSHO ER BAH SHO ER SH SH WER B H ,Lyl 14"TJ1110 @16"OC 14"TJ1110 @16"OC 11/2 (2)14' (2)14"ML Ait LH_ 11/a (3)1-3/4X14 ML �e 2 z B 2 11/4 B 11/2 2 2 R ML w/(2)5/8"STEEL 11/4 11/4 3 2X8 C) ' 1 i 11/4 2 1 1 1 @16"OC z .� z Ln 11/4 11/4 11/4 11/4 1114 11/2 W may/ ® ^1 LAV SINK IAV ` V W.C. 13" Ll O.W. HH "� —� Ln SHO ER SHO ER BLOCKING � o T® � 2 11/a 2 2 11/a a 5 4 DECKING OVER EPDM,3/4"SHTG 3 4"SUBFLOOR — _ ® O L.A.. ;I— DBL 1-3/4X9-1/2 ML @16"OC(PITCH) — - � o �� M 11-7/8 J1360@16"OC (3)1-3/4X11-7/8 ML DBL ISTS 11-7/8T11360@16"OCU `•, w/(2)5/8"STEEL UNDER ARALLEL V) LL. O CD 4 WALL (TYP) _ W � LL SLOPE"1/4"PER FOOT PITCH TO DRAIN TOAPROVED 4"CA SEPTIC SYSTEM TRAP HOUSE EH -- FH m ®- 0 PLUMBING SCHEMATIC SCALE: NOT TO SCALE _J 3/4"SUBFLOOR 11-7/8TJ1360@16"OC — - (3)1-3/4X9-1/2 (3)1 3/4X9-1/2 ML GIRDER DBL JOISTS 11-7/8 T11360@16"OC DER PARALLEL 2X6 ACQ SILL PLATE ' (2)#4 BARS ML GIRDER WALLS(TYP) TERMITE SHIELD b- CONTINUOUS LALLY SILL SEAL COLUMN (TYP) 8"PC WALL 2"CONC.SLAB DAMPPROOF O M a `" LALLY 00 REVISIONS 4 DRAWING ISSUE: 2'X2X1' COLUMN #4 BARS CONC.FTG. (TYP) @18"OC NO. Revision/Issue Date v 4"CONC.SLAB #4 BARS (4)HOR. c CROSS SECTION C ° �'' � "� 16"X8"CONC.FTG 2'X2X1' (2)#4 BAR 3 8 SCALE: 1/411 = 11-011 - CONC.FTG. 1-3/4X9-1/2 ML @16"OC 12 7 OL @16 2X6 STUD WALL (TYP) ti ool 11-7/8 TJ1560 WOOD-1 @12"OC I i i 1 i I j O � Project Title ai A_­a;;9 3/4"SUBFLOOR 2X10 @16"OC _ _ - - - -_-___ i 1L 11-7 8 TJ1360@16"0C 11-7 8 TJ1360 16"OC RAILING D ETA I L 1 @ 3 1-7 8 / DBL JOISTS ( ) / UNDER PARALLEL ML SCALE: NOT TO SCALE VINEYARD(� � � HOUSE WALLS(TYP) (2)11-7/8 ML llSOUTHOLD NY I I i I I / I 1 I I , i I ,I I , 41 m 124 FIG COLUMN GREGORY TUCK ARCHITECTURE w/6X6 ACQ POST 1 68 JAY STREET,SUITE 712 ' BROOKLYN,NY 11201 LH „ VVVVW.GREGORYTUCK.COM * :. ♦' • • • s. • ♦. • e e 5 4 DECKING - •�� r� a ��' 4"min.CONC. 2X8 ACQ 16"OC 1 I w' ' °• #4 in.0 24"0C 117/8TJ1360@16"OC DBL JOISTS @ '� °,� ;d EACH WAY •' U PARALLELQ (3)2X10 ACQ GIRDER b ALL FILL BENEATH CONCRETE SLABS TO BE #4 BAR (2)#4 BARS WALLS(TYP) 2X6 ACQ PLATE •6 s VINEYARD HOUSE COMPACTED TO 95%RELATIVE DENSITY @12"OC CONTINUOUS TERMITE SHIELD • ASTM D-689.COMPACTION TEST AS NECESSARY. .b `, t SILL SEAL • :p 12"dia• ax. 8402.SOUNDVIEW AVENUE a; 4•a• PIER _ 8"PC WALL a a, ' SOUTHOLD NEW YORK m ' DAMPPROOF P v O «� g ,R - 4 #4 BARS 2'X2'X1 �: >" '\ Project Sheet @18"OC FOOTING Vineyard House D CROSS SECTION D #4 BARS Date 4"3 8 CONC.SLAB , 4O HOR.SCALE: 1/4„ 1-01 -I/15/2021 —V Scale D i Fi[s NOTES ES W W , z ` YJ (D (0z �t- Z T_ZW c0 C) N Q >< JLf) ZO O (0 �4 WINDC►W SCHEDULE °® 0 ' ~ U) CM ID W1 W1 W1 W2 W2 W3-Combinations W4 -Combinations W5- Combinations W6 - Combinations W6a W7 W8 > W9 W10 W11 W12 W13 (f) Q,. 0 Cfl ELEVATION Tempered W ------ - -- - -- ----- -- ------- -------- --------- ;---------- --------- -- ;-- ; -------- ---------- _ •------. 1 I I II 1 I I I I - ------- --------- ------ 1 --------- --------- I i I I i O I� I I I I _ _ _ _ _ _ I I I I I I I 1 I I I I 1 I 1 I I r l m i I © 1 i 0 I I I I II Q i li I i XD I XD I N I i N I II I I I I ;tl O FJBI IFT1I ' F' I IiI M M 1i1 ,11 I Lo 1H c? _j� s • __ i__-____- O r�l - L COMBINATION Q Y 6 21 6 2 4 2 2 2 2 4 10 2 exi wr 10 2 6 2 1 3 2 2 2 7 7 TOTAL QUANTITY 6 21 6 2 4 4 4 16 18 2 1 3 2 2 2 7 7 MAKER ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN Standard Hopper PELLA AWSCO AWSCO Salvage Salvage MODEL WDH2452 WDH2452 WDH2452 WDH1852 WDH1852 WDH2O56 WTR2017 WDH2656 WTR2617 WTR2415 WS2462 NVPP3224W7 1000008555 FRW28 5LT FRW24 4LT 32"x 64" 22"x 44" FLOOR(STORY) 1 2 2 1 2 1 1 1 1 2 Basement Basement HEIGHT 2911 WIDTH 47" REVISIONS 4 DRAWING ISSUE: HEAD HEIGHT _ o. Revision/Issue Date SILL HEIGHT 3'-41/8" 1 -10 3/8" 1'-10 3/8" 31-41/8" V-10 3/8" V-3 3/16" 7'-0 1/2" V-3 3/16" T-0112" 1'-10 3/8" 5'-51/8" 4411 HARDWARE NOTES EGRESS BY OWNER BY OWNER BY OWNER BY OWNER DOOR SCHEDULE ID ID1 -28" ID1 -32" ID1B -28" ID2-48" ID2-28" ID3-28" ID3-32" ID3 -56" XD1 -29" XD2-58" XD3 -56" XD4-38.5" XD5-33" XD6- 108" ELEVATION I --- --; — I ,q I I I I I I I � ....H ,. -------- 1 1 �00 0 W' t%k , Liu ®® ®® 100 00 Do 00 ®® ®® ®® ®® ' I L-LIJI ��� ® U(U —LILi AH i� QUANTITY 5 2 4 1 19 2 7 1 8 2 1 1 MAKER Masonite Masonite Masonite Masonite Masonite Masonite Masonite Masonite ANDERSEN ANDERSEN Custom MODEL Mahogany Mahogany Mahogany Solid-Core Solid-Core Solid-Core Solid-Core Solid-Core FWH29611 FWH54611 BY OWNER BY OWNER BY OWNER WIDTH2'-411 2'-81' 2' -411 4'-011 21-411 21-411 2'-811 5'-411 21 -41' 4'- 1011 4' - 8'1 3' -2. 1/2" 21-911 9'- 01, HEIGHT 81- 011 81 —011 71 -011 71—011 71-011 61 -811 6'-811 61- 811 61 —8" 61 —8" 9'—8" 8'—611 71—011 81—OII HARDWARE Passage 7 Passage 2 Passage 14 Passage 1 Passage 14 Passage 2 Passage 7 Passage 1 Passage 10 assage 2 Entry Set 1 Entry Set 1 Passage 1 Project Title Privacy 1 Privacy 1 Privacy 5 Dummy 1 Privacy 5 Dummy 1 Thumb turn 10 Thumb turn 2 Thumb turn 1 Dumm 2 -- ... HINGES ,..t.,:•.-_,.u .i., ,1 �,��=;.,_ VINEYARD HOUSE SOUTHOLD, NY GREGORY TUCK ARCHITECTURE 68 JAY STREET,SUITE 712 BROOKLYN, NY. 11201 I 1 WWW.GREGORYTUCK.COM MAIN HOUSE VINEYARD HOUSE 8402 SOUNDVIEW AVENUE SOUTHOLD NEW YORK Project Sheet Vineyard (-louse Date 'I/15/2021 C_9 Scale J I - I FN NOTES CODE: 2020 IRC, 2020 NYS UNIFORM CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE GROUNC WIND SEISMIC FROST WINTER ICESHIELD FLOOD \X/IND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS R SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UN E N HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 20 PSF 130 6 SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 11 NONE - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SOIL COMPACTION: 4"MAX' 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4"DIA.MAXIMUM l 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE RAFTER FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. ®ems LEDGER HEADER RIDGE DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. �11 � d.. Z All fasteners, hangers and anchors to be galvinized or stainless steel. CD 7 Z RAFTER JACK STUDS � Lh 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts ' ' t ^' Girders on concrete piers shall be anchored with proper steel connectors anchored L1J into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. J X J 10 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete N RAFTER-TO-LEDGER CONNECTION Q O (� /\ O LO LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall , o M 0 RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft. below grade. W fL STAIR RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 116 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. /� O —•1 f ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 L5210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD v J � oJco 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers r/�v; 0 1-1/2"SPACE and nuts at 16 o.c. W MINIMUM 6).Concrete piers shall be a minimum 6"above grade. SL O RAFTER 0 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored HANDRAILS 1 11 to girder(s). LY LJL RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. END 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal POST for any contact with ACQ. TOP PLATE TOP PLATE BALUSTERS RIM/DECK JOIST o HANDRAIL NOTES: WALL STUD WALL STUD All required handrails shall be of one of the following types OPEN BALUSTER ATTACHED TO WALL 1�j 0 - or provided equivalent graspability. } HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type 1. Handrails with circular cross section shall have an RAFTER TO PLATE/STUD CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. If the handrail is not circular it shall have a RAFTER/PLAT RT15 TYDOWN ANCHOR perimeter dimension of at least 4 inches d not greater SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION an 4"-6"RAFTER RTIO 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER CONNECT OVER USE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS than 6-1/4 inches with a maximum cross section of CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL CONNECT TO PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUDI dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER 2).Type 11. Handrails with a perimeter greater than 6-1/4 REVISIONS 4 DRAWING ISSUE: inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a No. Revislon/lssue Date distance of 3/4 inch measured vertically from the tallest 4"MAX. portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the 4"DIA.MAXIMUM- GIRDER/HEADER 0 profile.The required depth shall continue for at least 3/8 inch to a level that is not less than 1-3/4 inches below the tallest portion of the profile.The minimum width of the GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a ° maximum of 2-3/4 inches. Edges shall have a minimum Z ° ° o radius of 0.01 inches. JOIST POST/COLUMN o m POST/COLUMN NAILING SCHEDULE GIRDER/HEADER ROOFSHEATHING: NAIL JOINT DESCRIPTION QTY SPACING NOTES POST-TO-GIRDER/HEADER CONNECTION STRUCTURAL PANEL gd AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATION WFCM-SBC SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN ROOF FRAMING: POST-TO-GIRDER/HEADER CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION a,���r• � �� HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN NAIL NAILS ^ ... JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOISTUSE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION Q•n. SPACING NOTES * " RAFTER TO 8'WALL:3-8d COMMO EACH TOE-NAIL TOP PLATE IO'WALL:4-8d COMMO RAFTER & v.� ,< CEILING JOIST 8'WALL: 3-8d COMMO EACH TOE NAIL TO TOP PLATE 10'WALL:4-8d COMMO JOIST „ ~>• • " CEILING JOIST TO AS PER TABLE 3.7 EACH FACE STU ® PARALLEL RAFTER WFCM-SBC LAP NAIL r.a BEARING PLATE CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE Z GIRDER OVER PARTITION WFCM-SBC LAP NAIL �\, ,> COLLAR TIE AS PER TABLE 3.4 EACH FACE ° TO RAFTER WFCM-SBC END NAIL ° WOOD JOIST BLOCKING EACH TOE ••'I- TO RAFTER 2-8d COMMON END NAIL RIM BOARD LEDGER - I I TO RAFTER 2-16d COMMON END EACH NAIEND DL Project Title o GIRDER/HEADER 11 CONCRETE PIER WOOD JOIST 0 =t. WOOD JOIST " •'� " `" WALL FRAMING: -�- ',' NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING DOUBLE 2x TOP PLATE TO PER �'= FLUSH JOISTS WITH HEADER/GIRDER 2-16d COMMO FACE NAIL I (MINIMUM) TOP PLATE FOOT CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION THE PROPER STEEL CONNECTOR. I I TOP PLATES AT 4-16d COMMO IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS OR BEAM JOINTS FACE _ LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA.BOLTS @16"OC WITH WASHERS I LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA.SIDE NAIL - ` 93ROD I I STUD TO 24" FACE TO ALLOW FOR SHRINKAGE. (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE 2-16d COMMO ` (������ HOUSE, REQUIRED II STUD O.C. NAIL FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE �( HEADER TO 16d COMMON 16"O.C. FACE I I I ''HEADER ALONG EDGES NAIL SOUTHOLD NY FLASHING TUCKED UNDER i I TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TOP PIECE OF SIDING AND PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL LAPPED OVER FIRST CONTIN. THREADED ROD BOTTO PLATE TO: R FLOOR JOIST,BAND JOIST, 2-16d COMMO FOO PIECE OF SIDING BELOW T FACE NAIL END JOIST OR BLOCKING 1/2"DIA.LAG BOLTS W/WASHERS CNW COUPLER NUT GREGORY TUCK ARCHITECTURE CONNECTED TO BLDG. @16"OC STRINGER POST DECK FRAMING: 68 JAY STREET,SUITE 712 @le"oc MINIMUM NAIL NAIL BROOKLYN, NY. 11201 • (2)THRu- END DISTANCE JOINT DESCRIPTION NOTES BOLTS , QTY. SPACING P644 POST ^3 ' p • JOIST TO: PER TOE �NWW.GREGORYTUCK.COM ANCHOR "dia. - MINIM M SILL,TOP PLATE OR GIRDER 4-8d COMMO JOIST NAIL PIER •' o- p 76"TREAD • o n FLOOR FRAMING . o 'o END ANCE BRIDGING EACH TOE 12 x12'xl2' 2-8d COMMO 2x JOISTS , .. . " GRADE < ,o •. . > TO JOIST END NAIL :. CONC.SLAB b 4, •. ;� , •,g. CONCRETE FOOTING > > 9. (AS REQ.) , c v c v BLOCKING EACH TOE BLOCKING F OR JOIST HANGER �; .' •� MAIN HOUSE ha. ,a ° TO JOIST 2-8d COMMO END NAIL 8 dia. y;> DECK PIER �� , BLOCKING T0: EACH TOE LAG BOLTS p ° d conc. ,p PER PLAN BLOCKING -16d COMMOI VINEYARD HOUSE n S-0 �' ° PIER HOLLOW COLUMN UPLIFT SILL OR TOP PLATE BLOCK NAIL RIM JOIST/BD. ' �;a, p<�4,' SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP EACH FACE INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG.CONNECTION TO BEAM 3-16d COMMO JOIST NAIL 8402 SOUNDVIEW AVENUE LOCATION USP NUMBER DESCRIPTION APPLICATION SOUTHOLD NEW YORK JOIST ON LEDGER 3-8d COMMO PER TOE 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM JOIST NAIL DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER END Project Sheet TO JOIST 3-16d COMMO JOIST NAIL `� Vineyard House BAND JOIST TO: 2 16d COMMO PER TOE NAIL SILL OR TOP PLATE FOOT Date - ,/15/2021 S- 10 . Scab WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS NOTES USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS e ° RAFTER WALL STUD ENDWALL CRIPPLE STUD o ° • BOTTOM PLATE p RIDGE LEDGER BATHTUB e n/ HEADER DOUBLE JOIST W SIDENlALL UJ RAFTER L JACK STUDS _e Q) (D FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS r ANCHOR TO FOUNDATION W/ ANCHOR BOLTS W CO Q (N BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT >�,,/�</ CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR J LO HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. Q O 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER O ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE M HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER 1APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC N3 IW % O WALL STUD V'^J o O co co THROUGH-ROOF EXHAUST vJ VENTS SELECTED AND �/1 LOCATED BY CONTRACTOR W U) METAL STRAP CRICKET AT TOP-SIDE OF 0 CHIMNEY VENTILATION CHANNEL O RIM BOARD - AS REQUIRED 0/ RAFTER I••� SILL PLATE(S) - WALL SHEATHING RAFTERS MAINTAIN VENTILATION WOOD JOIST SIDEWALL FLASHING Q) FOUNDATION TOP PLATE BLOCKING ' - - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA S FLOOR JOIST D=PTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'O" O.C. � . THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH tONTIN. SOFFIT / EXT. PLYWOOD - ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. / CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 I-1/4"X36" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS '� ' KEEP ROOFING NAILS OUT REVISIONS 4 DRQI.UINCx ISSUE: OF FLASHING 2ND. FLOOR WALL " / ROOFING LAPS BASE FLASHING 4 INCHES NO. Revision/Issue Date RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST TOP PLATE GIRDER/HEADER SIDE WALL FLASHING 1ST. FLOOR WALL. STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST 0 AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD AND RAKES -- PROVIDE HEMMED EDGES SO FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED v, ' .. � KEEP SHEATHING MIN. 1-1/2" ALL. JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ; j ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ' RAFTER PLATE RT15 TYDOWN ANCHOR THE PROPER STEEL CONNECTOR. 8 ��\' �\\\ / OVER RIDGE TO m INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1 2" HIGHER THAN LVL HEADERS \ 8" - 16 MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE / °? ._a�• TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS • ' CONNECT OVER OF ROOF - „ a a /ON ALL OPENINGS PLATE WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE C� TERMITE SHIELD I SILL GASKET �— WOOD LOJO JOISTS s �� NEOPRENE TYP. CONC. FOUNDATION n CONC. SLAB � GASKET � � � — 2x6 /2x8 CONTINUOUS WOOD PLATE p �• `�¢�� �c��\\ ( ' DAMPPROOF EXTERIOR GRANULAR FILL 6 MIL. POLY V� I BOLTED TO STEEL BEAM WITH \'6MIL POLY ON EXTERIOR \.� '7 ` 1/2 " DIA. BOLTS @ 48" ox. STAG. s n V STEEL COLUMN _ ROOF JACK \` � c CONC. SLAB ° // I I `. STEEL BEAM Project Title (.r ° ANCHOR BOLT EMBEDMENT: . 4" x 1/4" x 8" STEEL COMPACT FILL ° POURED CONCRETE: 7" D BLOCK WALL: 15" ROOFING LAPS `� I TOP AND BOTTOM PLATE V ° ° d ° FLASHING AT WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING ° �'� CONC. FTG. p Q`p G �' SIDES AND TOP ; � E WITH 3x3 SQUARE WASHERS 1/2" GROUT USE W L � 4 ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) 1 REINFORCING • `, ' _= imI I 3" STEEL COLUMN BARFOUNDA?iGN 5/8" DIA. ,ANCHOR BOLT a" =' - = DRAIN TILE p ANCHOR BOLT CONNECTION SUPPCRiING PAAXIMUPf SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM = (CRAWL SPACE OR FOUNDATION) 1 S FGRY 72" OC SILL PLATE TO FOUNDATION Y TYPICAL BEAM DETAIL VINEYARD HOW SE WHERE NEEDED FOR STRUCTURAL BRACING. TYPICAL C FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING � WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SOUTHOLD, NY (SLAB-ON-GRADE) ROOF JACKS 8c VENTS DETAIL ---- SUB FLOOR CONC. SLAB I I DOOR FRAME — GREGORY TUCK ARCHITECTURE 6X6 10/10 WWM GARAGE JOIST COMPACT FILL DOOR I G 68 JAY 6ROOKLE NY 111 01TE 12 USE 2X8 STEEL BEAM - FOR B LOC KOUT 4" SLAB d WWW.GREGORYTUCK.COM P.T. PLATE �` W/ 6X6 WMM M I I SLOPE 4-DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR SPACE < < ° ° 7 1 �•• .° • (WITH A NAILING PLATE IF NEEDED) AT END AND 3. 'r. 0 ° °. ° :< °a a s BE �,y;•a ES OF WOOD o ° ° O O 1 F HIGHER STEEL BEAM TO ALLOW ORSHRINKAGE GRADE ° n --�-- --«----- , r BEAMS _ -__ I_ I ° '° ° D < ° ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) HOUSEMAIN 6X6 W.W.M. - -4- - 4 - ° - ° _ _ P D "r _"' o °D o lI—II—III�II IIE VINEYARD HOUSE 12 ° , D o D ,'A A `NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM � � ®—SUB FLOOR MIN. ,° e ° ° ° 'i_ D ° °° I1=I I OIST 8402 SOU NDVIEW AVENUE -� REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM <I REINFORCING BAR ,• DRAIN TILE — I�� 4°° e e SHEET METAL / 30¢} FELT UNDER BEAM AT POINT 1—I ° . 4 ! n �° �° ° T STEEL BEAM SOUTHOLD , NEW YORK 12 OF CONTACT WITH CONCRETE OR CONC. BLOCK o• c• 3" PLATE (BOLTED TO BEAM) Project Sheet TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. A A SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. Vineyard House 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT Date BEAM POC KET ,/15/2021 S 11 Scale NOTES 1 WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: iENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES BUILDING USE CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 81 WALL: 3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL: 4-8d COMMONRAFTER TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL DESIGN CRITERIA (UNIFORM CODE) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMONJOIST g � P g g P P FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF))R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL UNINHABITABLE ®- ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH LI180 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) W OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND INTERIOR WALLS AND PARTITIONS H/180 2). The GenE�ral Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: 30 INTERIOR(LIGHT FRAME)WOOD WALLS to -;� Z COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR ) FLOORS - meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in (LIGHT FRAME STEEL WALLS 5 LJ360 rr nn TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 CEILINGS PLASTER,STUCCO V These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below, the MASONRY WALLS (8"THICK) 80 ( ) U360 FIRE ESCAPES 40 Z Ln should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE CONCRETE WALLS (6"THICK) $5 CEILINGS(GYPSUM) L/24o Z 2 - 8d COMMON GUARDS AND HANDRAILS 200 accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 W (� 3). Dimensions shall take precedent over scaled drawings. GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5) PER 20 SQ. IN. 2000lbs EXTERIOR WALLS(PLASTER,STUCCO) H/360 _ N P g RIM BOARD EACH END � � � DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION. 2 - 16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/24o ( ) TO RAFTER END NAIL O O � First wall studs shall be connected to the foundation, Sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) H/120 7 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) 1/600 z responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 O construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY. NOTES ROOF GROUND SNOW LOAD 20 F) O M precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt SPACING specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) � O anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE 2 - 16d COMMO FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION W U) 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT DE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE O STUD TO SIDE 4 - 16d COMMONJOINTS FACE ROOF - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE LL INTERSECTIONS EA. SI 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: FACE 0_ or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 0- STUD O.C. NAIL S m.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and y SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE FIRE PROTECTION gypsum p 16d COMMON CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. Q3 such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL SMOKE &CO2 DETECTORS in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTIONVIP 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: - FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 ) P END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 2). All footings to rest on undisturbed (virgin) soil. NAIL NAIL LOAD MPH Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when (MPH) CATEGORY DEPTH TEMP. REQU R HAZARDS interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION 2.4.4.2 and 2.2.4 respectively. 20 PSF QTY SPACING NOTES MODERATE SLIGHT TO 130 B SEVERE 3 FT. 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY I MODERATE 17 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: �S 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE REVISIONS 4 DRAWING ISSUE: be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. SHEATHING LOCATION NOTES 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. , SEE NOTES: 13 No, Revision/Issue Date poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick.All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3 - 16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spices to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 -16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. -DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMONJOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 1 P 2 - 16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE- 1 FRAMINGNOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. R00F SH EATH I N 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. • For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL . ., Edition Wood FramingConstruction Manual. QTY. SPACING .; Use a minimum 1/2 dia x 8 Ion anchor bolt with washers and nuts. Footings Shall be 3 ft. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For - gz below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing be to 3 inch 2). Unless otherwise noted, all framing and structural wood material to be#2 + BTR. S spacng s e reduced es o.c. . � ., TRUCTURAL PANEL 8d WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE 3). Floors, walls, ceilings ratters to be spaced at 16 inches o.c. unless noted SHEATHING LOCATION NOTES 6 g P 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. JOINT DESCRIPTION ,. Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. GYPSUM 7" O.C. EDG 4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. E NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS •° �'• ��� �"' �� Bearing wall headers to have (2)jack studs and (2) full length studs on each side of all WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6 O. . 8d COMMON @ 12 O.C. SEE NOTE: 3 ¢ ua 6). Concrete piers shall be a minimum 6" above grade. 1� openings. 1VL headers to have 3jack studs and 2 full length studs on each side of WALL SHEATHING: openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and g g q PLUMBING NOTES PANELS WFCM - SBC be used. anchors where applicable to all connecting joists. Protect Title 7/16" OSB 6d COMMON 3" O.C. EDGE 6). Double Lip floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10" O.0 . FIELD 7 . Provide 2 - 1-3/4 thick microlams height to match floor joists around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. FLOOR SHEATHING: 1 b - other access openings unless otherwise noted (typical). - 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL - JOINT DESCRIPTION 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. state code and manufacture S recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1" OR LESS 8d COMMON12" O.C. FIELD (5.7SQ.FT.2ND.FLOOR) V INEYo4IRD HOU81E 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF NYS Residential Code R302.11-FIREBLOCKING REQUIRED 50UTHOLI ), NY under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings{both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to full dill s data requirements the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. ) y coordinate a system ata an re qrements w I).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 GREGORY TUCK ARCHITECTURE 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2 thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. 68 JAY STREET,SUITE 712 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2 .At all interconnections between concealed vertical and horizontals aces such as occur at soffits, BROOKLYN,NY. 11201 Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher ) P 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. WWW.GREGORYTUCK.COM members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor-as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage walls and SOIL AT 12-LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. members,the tabulated number of nails shall be permitted MAIN ':HOUSE to have regular 1/2 sheetrock. All walls to be taped and finished. 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. VINEYARD HOUSE 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 8402 SOUNDVIEW AVENUE torch down type material over. and R315 of IRC. SOUTHOLD , NEW YORK 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G Project Sheet be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS TO Vineyard House COVER TOP Date -1/15/2021 S- 12 Scale , l