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Home My WebLink About49409-Z ��O�Og11EFOL�cpG. Town of Southold 8/24/2023 o y P.O.Box 1179 o ` 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44477 Date: 8/24/2023 THIS CERTIFIES that the building SINGLETAMILY DWELLING Location of Property: 610 Jacksons Landing,Mattituck SCTM#: 473889 Sec/Block/Lot: 113.4-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in.this office dated 3/23/2021 pursuant to which Building Permit No. 49409 dated 6/22/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement,covered front entry,rear deck, second floor balconies and attached garage as for. The certificate is issued to Toscano,Caroline of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1045 8/21/2023 ELECTRICAL CERTIFICATE NO. 46117 5/24/2023 PLUMBERS CERTIFICATION DATED 5/10/2023 a ' ee Fultolf f t ri d Signature j TOWN OF SOUTHOLD o�suFFoi ay BUILDING DEPARTMENT y x 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#: 49409 Date: 6/22/2023 Permission is hereby granted to: Toscano, Caroline 610 Jacksons Lndg Mattituck, NY 11952 To: construct single-family dwelling as applied for per SCHD, DEC & Trustees approvals. (replaces BP#46117) At premises located at: 610 Jacksons Landing SCTM #473889 Sec/Block/Lot# 113.4-8 Pursuant to application dated 3/23/2021 and approved by the Building Inspector. To expire on 12/21/2024. Fees: PERMIT RENEWAL $1,159.60 Total: $1,159.60 Building Inspector � 5�FF Qt,r�o TOWN OF SOUTHOLD BUILDING DEPARTMENT x E TOWN CLERK'S OFFICE Woy • 0� 1 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 #: 46117 Date: 4/22/2021 Permission is hereby granted to: Toscano, Caroline 31 Edgewood Dr New Hyde Park, NY 11040 To: construct single-family dwelling as applied for per SCHD DEC & Trustees approvals. At premises located at: 610 Jacksons Landing, Mattituck SCTM # 473889 Sec/Block/Lot# 113.4-8 Pursuant to application dated 3/23/2021 and approved by the Building Inspector. To expire on 10/22/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,269.20 CO-NEW DWELLING $50.00 Total: $2,319.20 Buil ing Inspector SO!/jyQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(c-town.southold.ny.us Southold,NY 11971-0959 Q�yCDUNT`l,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Caroline Toscano Address: 610 Jackson Landing city:Mattituck st: Ny zip: 11952 Building Permit* 46117 Section: 113 Block: 4 Lot: $ WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Hubbard Electric License No: 4709ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 68 Ceiling Fixtures 6$ Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 8 Wall Fixtures 14 Smoke Detectors 8 Main Panel 150X2 A/C Condenser 2 Single Recpt 1 Recessed Fixtures CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transfer Switch UC Lights 50' Dryer Recpt G8S Emergency Strobe Heat Detectors 2 Disconnect Switches 73 4'LED Exit Fixtures Sump Pump Other Equipment: Car Charger Outlet, Awning Motor, Gas FP, Fridge, Oven , DW, Hood, Micro Notes: New Two Story w/ Unfinished Basement Inspector Signature: Date: May 24, 2023 S.Devlin-Cert Electrical Compliance Form QF SO!/T�Q� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q '� '73 COU f BUILDING DEPARTMENT TOWN OF SOUTHOLD MAY 3 0 2023 CERTIFICATION I Date: Building Permit No. M ��s - Owner:CGLM�k q-"e' �C7SWLQQ�L-P Lb -Tac� LCA-%< ,pct 1 (Please print) Plumber— (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% f lead. ! i (Plumbers Signature) Sworn to before me this b of-Kkkc� , 200-S AMELIA R VEGA Notary Public,State of NewYork No.OIVE6370422 Qualified in Suf*Couniy Commission Expires January 29,2;0 Notary Public, �C kLCounty J C t # TOWN OF SOUTHOLD BUILDING DEPT. 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [/FIRE ESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION TRICAL (ROUGH) [ ] ELECTRICAL (FINAL) VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: I u ir �jo k�V--,, LocAovL w4m IN KMOVO4 , v� N4-01�,o% AIX pvl"l/ 1110 �r& U vwm tvi ON DATE INSPECTOR i q soulyolo # # TOWN OF SOUTHOLD BUILDING DEPT. co631.765-1802 l .INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE /o/Z//ZZ--, INSPECTOR ��, 1 1� OF SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTWN [ ] FOUNDATION 1ST [ RO GH PLBG. [ ] UNDATION 2ND INSULATION/CAULKING [ ,FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ . ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION PRE C/O [ ] RENTAL e► REMARKS S — c AK r0lool wv- yr Mt J . DATE OY INSPECTOR OF SOUtyO -__- `� I I WN OF SO THOLD BUM-6-WIG D PT. 631-765-18 - ('� INSPECTI O [ ] FOUNDATION 1ST [ ] ROUGH [ ] FOUNDATION 2ND [ ] INSULA L ING [ ] FRAMING /STRAPPING [ZF IN A L ( vs� [ ] FIREPLACE & CHIMNEY [ ] FIRE SA ETY SPECT [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENET [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FI L) .+1 [ ] CODE VI O N [ ] PRE C/O [ ] R NT REMAR t= t t a� `i. Lk 'Do ' 1 w iv 4461 Irn 610,4 Do�C66.... m l` -i:�vl 6 w I W) V toi vw `� kA� DATE INSPECTOR ..�r �.. ,. i% c ' - ,. � _ �/ f i ,. ,. \ -.. .. � i , _ - / ` ` y _ Y l �o�aOE 50UlyO� /^/J ��j /�17 —--- - # * TOWN O SOUTHOLD BUI ING DEPT. 00631-765-1802 r INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: DATE INSPECTOR �laF SO4lyol# TOWN OF SOUTHOLD BUILDING DEPT. `ycourm ' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINALS [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ( UVv Y Sji • �vt -C, - f L c` ,�S _ v DATE Y INSPECTOR nert,;,y ~� �i•ltif� Sery June 8,2023 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Re: 610 Jackson Landing 0 Mattituck,NY 11952 / As requested by the Town of Southold,Ener estingS ices was retained by Binkis Property Development to perform a Blower Door an Duct Leakag testing at the above address and found he leakage rate to be 1,535 CFM @ 50Pa;equal o 2.91 AC @.501)a,The 1"floor system is leaking 1C2 CFM @ 25 Pa and the 2"d floor system Is leakin 5 @ 25Pa.This house meets compliance by leaking less than the maximum requirement of 3 ACH @ 501'a fcr the Blower Dcor and 4%Duct Leakage for the area served. If you have any questions,please do not hesitate to contact us. Thank you. Michael Fauci(RTIN:8619824) HERS Rater L Energy Testing Services y ti ra q� 1648 Locust Ave.,Suite E, Bohemia,NX 11716 Office:(631)244-2627/Cell: (631)405-9890 Shear Wall design calculations sheet-copyright 2020 Cannelhill Architects Date: 3/19/2021 Architect of Record: Client: Carmelhill Architects-Edward Koenig TOM AND CAROLINE TOSCANO 415 Lake Avenue South 610 JACKSONS LANDING Nesconset,NY 11767 MATTITUCK,NY 11952 631-277-3337 917-440-0916 2020 RESIDENTIAL CODE OF NEW YORK STATE USING 2018 WFCM SHEAR WALL DESIGN CALCULATIONS DESIGN VALUES DESIGN WIND SPEED 130 vull ROOF PITCH 6:12 TOP PLATE TO RIDGE HEIGHT 7.75 1ST FLOOR WALL HEIGHT 9.00 2ND FLOOR WALL HEIGHT 8.00 i DESIGN PARAMETERS SHEAR WALL LINE LABEL 1 SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 35.50 LENGTH OF EXPOSED WALL FACING INTO WIND RECEIVING WIND FORCES 49.75 SEGMENTED WALL DESIGN CALCULATIONS TABLE 3.17A-TABULATED MINIMUM LENGTH OF SEGMENTED SHEARWALL REQUIRED TO RESIST WIND FORCES ON THE 20.50 OPPOSING EXPOSED WALL(Star) TABLE 3.17A FOOTNOTE#4-ADJUSTMENT VALUE WHEN CONSIDERING HEIGHT OF WALL AND EXPOSURE OF PITCHED 0.77 ROOF(Radj) MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN= 15.68 (SN-)x(Radj)=FHSmin NOTE:THIS ANALYSIS ASSUMES SHEATHING TYPE ADJUSTMENT(STA)OF 1,PER TABLE 3.17D USING.STANDARD 3/8" 1.00 PLYWOOD WITH 8d COMMON NAILS @ 6 O.C.AT EDGE AND 12"O.C.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C.IN FIELD=(STA) ADJUSTED MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED 15.68 DESIGN=(FHSmin)X(STA)=(FHSminad/) AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)=25.10 SWavail IS ADJUSTED SEGMENTED SHEAR WALL REQUIRED LESS THAN THE AVAILABLE SHEARWALL LENGTH?(FHSminadj< YES Swavail) COMPARE PERFORATED WALL DESIGN CALCULATIONS DIVIDE.THE REQUIRED SEGEMENTED SHEARWALL LENGTH BY THE LENGTH OF THE AVAILABLE WALL TO ARRIVE AT A 62.48% PERCENTAGE OF FULL HEIGHT SHEATHING. TABLE 3.17E-USE PERCENTAGE ABOVE TO PLUG INTO TABLE TO DERIVE A PERFORATED SHEARWALL CONVERSION 1.31 FACTOR,TO DERIVE AN ADJUSTED PERFORATED SHEARWALL LENGTH.CONSIDER WALL HEIGHT AND THE TALLEST WINDOW/DOOR OPENING=(PSWconvfactor) CONVERTED PERFORATED SHEARWALL LENGTH REQUIRED= (PSWconfactor)x(FHSminadl)=(PSWlength) 20.54 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WIN9CR W-windows and doors)=25.10 SWaval FtED ARS IS PERFORATED SHEARWALL LENGTH REQUIRED LESS THAN THE FULL E[ I�Y�@ YES (PS1Mength)<(SWavail) RESULTING SHEAR WALL SPECIFCATIONS SHEAR WALL TYPE PERFORATED SHEAR WALL ASSEMBLY 3/8"PLYWOOD WITH 8d COMMON NAILS @ 6"O.C.AT EDGE AND 12"O.C.IN FIELD WITH 1/2"GYPSUM 846 ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE c \ AND 10"O.C.IN FIELD HOLD DOWN CAPACITY REQUIRED BY TABLE 3.17F G 3488 HOLD DOWN MODEL#(CAPACITY PROVIDED) RIM JOIST SIMPSON STHD14RJ(MIDWALL 5345, CORNER 5345,ENDWALL 4210) COMPLIANCE YES/NO YES Shear Wall design calculations sheet-copyright 2021 Carmelhill Architects Date: v 3/19/2021 Architect of Record: Client: Carmelhill Architects-Edward Koenig TOM AND CAROLINE TOSCANO 415 Lake Avenue South 610 JACKSONS LANDING Nesconset,NY 11767' MATTITUCK,NY 11952 631-277-3337 917-440-0916 2020 RESIDENTIAL CODE OF NEW YORK STATE USING 2018 WFCM SHEAR WALL DESIGN CALCULATIONS DESIGN VALUES DESIGN WIND SPEED 130 vult ROOF PITCH 6:12 TOP PLATE TO RIDGE HEIGHT 7.75 18T FLOOR WALL HEIGHT 9.00 2ND FLOOR WALL HEIGHT 8.00 DESIGN PARAMETERS SHEAR WALL LINE LABEL 2 SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 37.84 LENGTH OF EXPOSED WALL FACING INTO WIND RECEIVING WIND FORCES 49.75 SEGMENTED WALL DESIGN CALCULATIONS TABLE 3.17A-TABULATED MINIMUM LENGTH OF SEGMENTED SHEARWALL REQUIRED TO RESIST WIND FORCES ON THE 20.50 OPPOSING EXPOSED WALL(SWr) TABLE 3.17A FOOTNOTE 94-ADJUSTMENT VALUE WHEN CONSIDERING HEIGHT OF WALL AND EXPOSURE OF PITCHED 0.77 ROOF(Radj) MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN= 15.79 (SWr)x(Radj)=FHSmin NOTE:THIS ANALYSIS ASSUMES SHEATHING TYPE ADJUSTMENT(STA)OF 1,PER TABLE 3.17D USING STANDARD 3/8" 1.00 PLYWOOD WITH 8d COMMON NAILS @ 6 O.C.AT EDGE AND 12"O.C.IN FIELD WITH 1l2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C.IN FIELD=(STA) ADJUSTED MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED 15.79 DESIGN=(FHSmin)X(STA)_(FHSminadj) AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWSIDOORS)(SW-windows and doors)=28.40 SWavail IS ADJUSTED SEGMENTED SHEAR WALL REQUIRED LESS THAN THE AVAILABLE SHEARWALL LENGTH?(FHSminadj< YES Swavall) COMPARE PERFORATED WALL DESIGN CALCULATIONS DIVIDE THE REQUIRED SEGEMENTED SHEARWALL LENGTH BY THE LENGTH OF THE AVAILABLE WALL TO ARRIVE AT A 55.58% PERCENTAGE OF FULL HEIGHT SHEATHING. TABLE 3.17E-USE PERCENTAGE ABOVE TO PLUG INTO TABLE TO DERIVE A PERFORATED SHEARWALL CONVERSION 1.17 FACTOR,TO DERIVE AN ADJUSTED PERFORATED SHEARWALL LENGTH.CONSIDER WALL HEIGHT AND THE TALLEST WINDOW/DOOR OPENING'=(PSWconvfaclor) CONVERTED PERFORATED SHEARWALL LENGTH REQUIRED= (PSWconfactor)x(FHSminadl)=(PSWlength) 18.47 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)=28.40 SWavail IS PERFORATED SHEARWALL LENGTH REQUIRED LESS THAN THE FULL HEIGHT SHEATHED WALLS AVAILABLE? YES (PSWlength)<(SWavail) RESULTING SHEAR WALL SPECIFCATIONS SHEAR WALL TYPE PERFORATED SHEAR WALL ASSEMBLY 3/8"PLYWOOD WITH 8d COMMON NAILS @ 6"O.C.AT EDGE AND 12"O.C.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C.IN FIELD HOLD DOWN CAPACITY REQUIRED BY TABLE 3.17F 3488 HOLD DOWN MODEL#(CAPACITY PROVIDED) RIM JOIST SIMPSON STHD14RJ(MIDWALL 5345, CORNER 5345,ENDWALL 4210) COMPLIANCE YES/NO YES Shear Wall design calculations sheet-copyright 2021 Carmelhill Architects Date: a - 3/19/2021 Architect of Record: Client: Carrnelhill Architects-Edward Koenig TOM AND CAROLINE TOSCANO 415 Lake Avenue South 610 JACKSONS LANDING Nesconset,NY 11767 MATTITUCK,NY 11952 631-277-3337 917440-0916 2020 RESIDENTIAL CODE OF NEW YORK STATE USING 2018 WFCM SHEAR WALL DESIGN CALCULATIONS DESIGN VALUES DESIGN WIND SPEED 130 vult ROOF PITCH 6:12 TOP PLATE TO RIDGE HEIGHT 7.75 1ST FLOOR WALL HEIGHT 9.00 2ND FLOOR WALL HEIGHT 800 DESIGN PARAMETERS SHEAR WALL LINE LABEL 3 SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 35.50 LENGTH OF EXPOSED WALL FACING INTO WIND RECEIVING WIND FORCES 49.75 SEGMENTED WALL DESIGN CALCULATIONS TABLE 3.17A-TABULATED MINIMUM LENGTH OF SEGMENTED SHEARWALL REQUIRED TO RESIST WIND FORCES ON THE 10.40 OPPOSING EXPOSED WALL(SWr) TABLE 3.17A FOOTNOTE#4-ADJUSTMENT VALUE WHEN CONSIDERING HEIGHT OF WALL AND EXPOSURE OF PITCHED 0.58 ROOF(Radj) MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN= 5.98 (SWr)x(Radj)=FHSmin NOTE:THIS ANALYSIS ASSUMES SHEATHING TYPE ADJUSTMENT(STA)OF 1,PER TABLE 3.170 USING STANDARD 3/8" 1.00' PLYWOOD WITH 8d COMMON NAILS @ 6 O.C.AT EDGE AND 12"O;C.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS,@ 7"O.C,AT EDGE AND 10"O.C.IN FIELD=(STA) ADJUSTED MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED 5.98 DESIGN=(FHSmin)X(STA)=(FHSminadj) AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)= 27.32 SWavail IS ADJUSTED SEGMENTED SHEAR WALL REQUIRED LESS THAN THE AVAILABLE SHEARWALL LENGTH?(FHSminadj<Swavail)YES COMPARE PERFORATED WALL DESIGN CALCULATIONS DIVIDE THE REQUIRED SEGEMENTED SHEARWALL LENGTH BY THE LENGTH OF THE AVAILABLE WALL TO ARRIVE AT A 21.89% PERCENTAGE OF FULL HEIGHT SHEATHING. TABLE 3.17E-USE PERCENTAGE ABOVE TO PLUG INTO TABLE TO DERIVE A PERFORATED SHEARWALL CONVERSION 1.64 FACTOR,TO DERIVE AN ADJUSTED PERFORATED SHEARWALL LENGTH.CONSIDER WALL HEIGHT AND THE TALLEST WINDOW/DOOR OPENING=(PSWconvtactor) CONVERTED PERFORATED SHEARWALL LENGTH REQUIRED= (PSWconfactor)x(FHSminadj)=(PSWlength) 9.81 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)= 27.32 SWavail IS PERFORATED SHEARWALL LENGTH REQUIRED LESS THAN THE FULL HEIGHT SHEATHED WALLS AVAILABLE?(PSWlength) YES <(SWavail) RESULTING SHEAR WALL SPECIFCATIONS SHEAR WALL TYPE PERFORATED SHEAR WALL ASSEMBLY 3/8"PLYWOOD WITH 8d COMMON NAILS @ 6"O.C.AT EDGE AND 12"O.C.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ T'O.C.AT EDGE AND 10"O.C.IN FIELD HOLD DOWN CAPACITY REQUIRED BY TABLE 3.17F 3488 HOLD DOWN MODEL#(CAPACITY PROVIDED) SIMPSON CMST 14(6490) COMPLIANCE YES/NO YES Shear Wall design calculations sheet-copyright 2021 Carmelhill Architects Date: 3/19/2021 Architect of Record: Client: ' Carrnelhill Architects-Edward Koenig TOM AND CAROLINE TOSCANO 415 Lake Avenue South 610 JACKSONS LANDING Nesconset,NY 11767 MATTITUCK,NY 11952 631-277-3337 917-440-0916 2020 RESIDENTIAL CODE OF NEW YORK STATE USING 2018 WFCM SHEAR WALL DESIGN CALCULATIONS DESIGN VALUES DESIGN WIND SPEED 130 vult ROOF PITCH 6.12 TOP PLATE TO RIDGE HEIGHT 7.75 1 ST FLOOR WALL HEIGHT 9.00 2ND FLOOR WALL HEIGHT 8.00 DESIGN PARAMETERS SHEAR WALL LINE LABEL 4 SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 34,10 LENGTH OF EXPOSED WALL FACING INTO WIND RECEIVING WIND FORCES 49.75 SEGMENTED WALL DESIGN CALCULATIONS TABLE 3.17A-TABULATED MINIMUM LENGTH OF SEGMENTED SHEARWALL REQUIRED TO RESIST WIND FORCES ON THE 10.40 OPPOSING EXPOSED WALL(SWr) TABLE 3.17A FOOTNOTE#4-ADJUSTMENT VALUE WHEN CONSIDERING HEIGHT OF WALL AND EXPOSURE OF PITCHED 0.58 ROOF(Radj) MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN= 5.98 (SWr)x(Radj)=FHSmin NOTE:THIS ANALYSIS ASSUMES SHEATHING TWE ADJUSTMENT(STA)OF 1,PER TABLE 3.17D USING STANDARD 3/8" 1.00 PLYWOOD WITH 8d COMMON NAILS @ 6 O.C.AT EDGE AND 12"O.C.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C.IN FIELD=(STA) ADJUSTED MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED 5.98 DESIGN=(FHSmin)X(STA)=(FHSminadj) AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWSIDOORS)(SW-windows and doors)= 24.93 SWavail IS ADJUSTED SEGMENTED SHEAR WALL REQUIRED LESS THAN THE AVAILABLE SHEARWALL LENGTH?(FHSminadj< YES Swavail) COMPARE PERFORATED WALL DESIGN CALCULATIONS DIVIDE THE REQUIRED SEGEMENTED SHEARWALL LENGTH BYTHE LENGTH OF THE AVAILABLE WALL TO ARRIVE ATA 23.99% PERCENTAGE OF FULL HEIGHT SHEATHING. TABLE 3.17E-USE PERCENTAGE ABOVE TO PLUG INTO TABLE TO DERIVE A PERFORATED SHEARWALL CONVERSION 1.64 FACTOR,TO DERIVE AN ADJUSTED PERFORATED SHEARWALL LENGTH.CONSIDER WALL HEIGHT AND THE TALLEST WINDOW/DOOR OPENING=(PSWconvfactor) CONVERTED PERFORATED SHEARWALL LENGTH REQUIRED= (PSWconfactor)x(FHSminadj)=(PSWlength) 9.81 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)= 24.93 SWavail IS PERFORATED SHEARWALL LENGTH REQUIRED LESS THAN THE FULL HEIGHT SHEATHED WALLS AVAILABLE? YES (PSWlength)<(SWavail) RESULTING SHEAR WALL SPECIFCATIONS SHEAR WALL TWE PERFORATED SHEAR WALL ASSEMBLY 3/8"PLYWOOD WITH 8d COMMON NAILS @ 6"O.C.AT HOLD DOWN CAPACITY REQUIRED BY TABLE 3.17F 3488 HOLD DOWN MODEL#(CAPACITY PROVIDED) SIMPSON CMST 14(6490) COMPLIANCE YES/NO YES Shear Wall design calculations sheet-copyright 2021 Cannelhill Architects Date: 3/19/2021 Architect of Record: Client: Carmelhill Architects-Edward Koenig TOM AND CAROLINE TOSCANO 415 Lake Avenue South 610 JACKSONS LANDING Nesconset,NY 11767 MATTITUCK,NY 11952 631-277-3337 917-440-0916 2020 RESIDENTIAL CODE OF NEW YORK STATE USING 2018 WFCM SHEAR WALL DESIGN CALCULATIONS DESIGN VALUES DESIGN WIND SPEED 130 vult ROOF PITCH 6:12 TOP PLATE TO RIDGE HEIGHT 7.75 1ST FLOOR WALL HEIGHT 9.00 2ND FLOOR WALL HEIGHT 8.00 DESIGN PARAMETERS SHEAR WALL LINE LABEL A SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 49.75 LENGTH OF EXPOSED WALL FACING INTO WIND RECEIVING WIND FORCES 37.84 SEGMENTED WALL DESIGN CALCULATIONS TABLE 3.17A-TABULATED MINIMUM LENGTH OF SEGMENTED SHEARWALL REQUIRED TO RESIST WIND FORCES ON THE 15.20 OPPOSING EXPOSED WALL(SWr) TABLE 3.17A FOOTNOTE#4-ADJUSTMENT VALUE WHEN CONSIDERING HEIGHT OF WALL AND EXPOSURE OF PITCHED 0.77 ROOF(Radj) MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN= 11.70 (SWr)x(Radj)=FHSmin NOTE:THIS ANALYSIS ASSUMES SHEATHING TYPE,ADJUSTMENT(STA)OF 1,PER TABLE 3.17D USING STANDARD 3/8" 1.00 PLYWOOD WITH 8d COMMON NAILS @ 6 O.C.AT EDGE AND 12"O.C.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C.IN FIELD=(STA) ADJUSTED MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED 11.70 DESIGN=(FHSmtn)X(STA)=(FHSminadj) AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)=23.97 SWavail IS ADJUSTED SEGMENTED SHEAR WALL REQUIRED LESS THAN THE AVAILABLE SHEARWALL LENGTH?(FHSminadj< YES SwavaiQ COMPARE PERFORATED WALL DESIGN CALCULATIONS DIVIDE THE REQUIRED SEGEMENTED SHEARWALL LENGTH BY THE LENGTH OF THE AVAILABLE WALL TO ARRIVE AT A 48.83% PERCENTAGE OF FULL HEIGHT SHEATHING. TABLE 3.17E-USE PERCENTAGE ABOVE TO PLUG INTO TABLE TO DERIVE A PERFORATED SHEARWALL CONVERSION 1.47 FACTOR,TO DERIVE AN ADJUSTED PERFORATED SHEARWALL LENGTH.CONSIDER WALL HEIGHT AND THE TALLEST WINDOW/DOOR OPENING=(PSWconvfactor) CONVERTED PERFORATED SHEARWALL LENGTH REQUIRED= (PSWconfactor)x(FHSminad))=(PSWlength) 17.20 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)=23.97 SWavail IS PERFORATED SHEARWALL LENGTH REQUIRED LESS THAN THE FULL HEIGHT SHEATHED WALLSAVAILABLE? YES (PSWlength)<(SWavail) RESULTING SHEAR WALL SPECIFCATIONS SHEAR WALL TYPE PERFORATED SHEAR WALL ASSEMBLY 3/8"PLYWOOD WITH 8d COMMON NAILS @ 6"O.C.AT EDGE AND 12"O.C.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C.IN FIELD HOLD DOWN CAPACITY REQUIRED BY TABLE 3.17F 3488 HOLD DOWN MODEL#(CAPACITY PROVIDED) RIM JOIST SIMPSON STHD14RJ(MIDWALL 5345, CORNER 5345,ENDWALL 4210) COMPLIANCE YES/NO YES Shear Wall design calculations sheet-copyright 2021 Carmelhill Architects Date: _ 3/19/2021 Architect of Record: Client: Carmelhill Architects-Edward Koenig TOM AND CAROLINE TOSCANO 415 Lake Avenue South 610 JACKSONS LANDING NesconseL NY 11767 MATTITUCK,NY 11952 631-277-3337 917-440-0916 2020 RESIDENTIAL CODE OF NEW YORK STATE USING 2018 WFCM SHEAR WALL DESIGN CALCULATIONS - DESIGN VALUES DESIGN WIND SPEED 130 vult ROOF PITCH 6:12 TOP PLATE TO RIDGE HEIGHT 7.75 1ST FLOOR WALL HEIGHT 9.00 2ND FLOOR WALL HEIGHT 8.00 DESIGN PARAMETERS SHEAR WALL LINE LABEL B SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 49.75 LENGTH OF EXPOSED WALL FACING INTO WIND RECEIVING WIND FORCES 37.84 SEGMENTED WALL DESIGN CALCULATIONS TABLE 3.17A-TABULATED MINIMUM LENGTH OF SEGMENTED SHEARWALL REQUIRED TO RESIST WIND FORCES ON THE 15.20 OPPOSING EXPOSED WALL(SWr) TABLE 3.17A FOOTNOTE#4-ADJUSTMENT VALUE WHEN CONSIDERING HEIGHT OF WALL AND EXPOSURE OF PITCHED 0.77 ROOF(Radl) MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN= 11.70 (SWr)x(Radj)=FHSmin NOTE:THIS ANALYSIS ASSUMES SHEATHING TYPE ADJUSTMENT(STA)OF 1,PER TABLE 3.17D USING STANDARD 3/8" 1.00 PLYWOOD WITH 8d COMMON NAILS @ 6 O.C.AT EDGE AND 12"O.C.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C.IN FIELD=(STA) ADJUSTED MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED 11.70 DESIGN=(FHSmin)X(STA)=(FHSminadj) AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)=24.54 SWavail IS ADJUSTED SEGMENTED SHEAR WALL REQUIRED LESS THAN THE AVAILABLE SHEARWALL LENGTH?(FHSminadj< YES Swavail) COMPARE PERFORATED WALL DESIGN CALCULATIONS DIVIDE THE REQUIRED SEGEMENTED SHEARWALL LENGTH BY THE LENGTH OF THE AVAILABLE WALL TO ARRIVE AT A 47.69% PERCENTAGE OF FULL HEIGHT SHEATHING. TABLE 3.17E-USE PERCENTAGE ABOVE TO PLUG INTO TABLE TO DERIVE A PERFORATED SHEARWALL CONVERSION 1.47 FACTOR,TO DERIVE AN ADJUSTED PERFORATED SHEARWALL LENGTH.CONSIDER WALL HEIGHT AND THE TALLEST WINDOWIDOOR OPENING=(PSWconvfactor) CONVERTED PERFORATED SHEARWALL LENGTH REQUIRED= (PSWconfaclor)x(FHSminadj)=(PSWlength) 17.20 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)=24.54 SWavail IS PERFORATED SHEARWALL LENGTH REQUIRED LESS THAN THE FULL HEIGHT SHEATHED WALLS AVAILABLE? YES (PSWlenglh)<(SWavail) RESULTING SHEAR WALL SPECIFCATIONS SHEAR WALL TYPE PERFORATED SHEAR WALL ASSEMBLY 3/8"PLYWOOD WITH 8d COMMON NAILS @ 6"O.C.AT EDGE AND 12'O.C.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C.IN FIELD HOLD DOWN CAPACITY REQUIRED BY TABLE 3.17F 3488 HOLD DOWN MODEL#(CAPACITY PROVIDED) RIM JOIST SIMPSON STHD14RJ(MIDWALL 5345, CORNER 5345,ENDWALL 4210) COMPLIANCE YES/NO YES Shear Wall design calculations sheet-copyright 2021 Carmelhill Architects Date: 3/19/2021 Architect of Record: Client: Carmelhill Architects-Edward Koenig TOM AND CAROLINE TOSCANO 415 Lake Avenue South 610 JACKSONS LANDING Nesoonset,NY 11767 MATTITUCK,NY 11952 631-277-3337 917-440-0916 2020 RESIDENTIAL CODE OF NEW YORK STATE USING 2018 WFCM SHEAR WALL DESIGN CALCULATIONS DESIGN VALUES DESIGN WIND SPEED 130 vult ROOF PITCH 6:12 TOP PLATE TO RIDGE HEIGHT 7,75 1ST FLOOR WALL HEIGHT 9.00 2ND FLOOR WALL HEIGHT 8.00 DESIGN PARAMETERS SHEAR WALL LINE LABEL D SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 49.75 LENGTH OF EXPOSED WALL FACING INTO WIND RECEIVING WIND FORCES 35.50 SEGMENTED WALL DESIGN CALCULATIONS . TABLE 3.17A-TABULATED MINIMUM LENGTH OF SEGMENTED SHEARWALL REQUIRED TO RESIST WIND FORCES ON THE 7.60 OPPOSING EXPOSED WALL(SWr) TABLE 3.17A FOOTNOTE#4-ADJUSTMENT VALUE WHEN CONSIDERING HEIGHT OF WALL AND EXPOSURE OF PITCHED 0.58 ROOF(Radj) MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN= 4.37 (SWr)x(Radj)=FHSmin NOTE:THIS ANALYSIS ASSUMES SHEATHING TYPE ADJUSTMENT(STA)OF 1,PER TABLE 3.17D USING STANDARD 3/8" 1.00 PLYWOOD WITH 8d COMMON NAILS @ 6 O.C.AT EDGE AND 12"O.C.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7'O.C.AT EDGE AND 10"O.C.IN FIELD=(STA) ADJUSTED MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED 4.37 DESIGN=(FHSmin)X(STA)=(FHSminadj) AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)= 30.10 SWavail IS ADJUSTED SEGMENTED SHEAR WALL REQUIRED LESS THAN THE AVAILABLE SHEARWALL LENGTH?(FHSminadj< YES Swavatl) COMPARE PERFORATED WALL DESIGN CALCULATIONS DIVIDE THE REQUIRED SEGEMENTED SHEARWALL LENGTH BY THE LENGTH OF THE AVAILABLE WALL TO ARRIVE ATA 14.52% PERCENTAGE OF FULL HEIGHT SHEATHING. TABLE 3.17E-USE PERCENTAGE ABOVE TO PLUG INTO TABLE TO DERIVE A PERFORATED SHEARWALL CONVERSION 2.05 FACTOR,TO DERIVE AN ADJUSTED PERFORATED SHEARWALL LENGTH.CONSIDER WALL HEIGHT AND THE TALLEST WINDOW/DOOR OPENING=(PSWconvfactor) CONVERTED PERFORATED SHEARWALL LENGTH REQUIRED= (PSWoonfactor)x(FHSminadj)=(PSWlength) 8.96 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWSIDOORS)(SW-windows and doors)= 30.10 SWavail IS PERFORATED SHEARWALL LENGTH REQUIRED LESS THAN THE FULL HEIGHT SHEATHED WALLS AVAILABLE? YES (PSWlength)<(SWavail) RESULTING SHEAR WALL SPECIFCATIONS SHEAR WALLTYPE PERFORATED SHEAR WALL ASSEMBLY 3/8"PLYWOOD WITH 8d COMMON NAILS @ 6"O.C.AT HOLD DOWN CAPACITY REQUIRED BY TABLE 3.17F 3488 HOLD DOWN MODEL#(CAPACITY PROVIDED) SIMPSON CMST 14(6490) COMPLIANCE YES/NO YES Shear Wall design calculations sheet-copyright 2021 Carmelhill Architects Date: 3/19/2021 n , <� Architect of Record: Client: Carrnelhill Architects-Edward Koenig TOM AND CAROLINE TOSCANO 415 Lake Avenue South 610 JACKSONS LANDING Nesconset,NY 11767 MATTI'fUCK,NY 11952 631-277-3337 917-440-0916 2020 RESIDENTIAL CODE OF NEW YORK STATE USING 2018 WFCM SHEAR WALL DESIGN CALCULATIONS DESIGN VALUES DESIGN WIND SPEED 130 vult ROOF PITCH 6:12 TOP PLATE TO RIDGE HEIGHT 7.75 1ST FLOOR WALL HEIGHT 9.00 2ND FLOOR WALL HEIGHT 8.00 DESIGN PARAMETERS SHEAR WALL LINE LABEL C SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 49.75 LENGTH OF EXPOSED WALL FACING INTO WIND RECEIVING WIND FORCES 35.50 SEGMENTED WALL DESIGN CALCULATIONS TABLE 3.17A-TABULATED MINIMUM LENGTH OF SEGMENTED SHEARWALL REQUIRED TO RESIST WIND FORCES ON THE 7.60 OPPOSING.EXPOSEDWALL(SWr) ' ' TABLE 3.17A FOOTNOTE#4-ADJUSTMENT VALUE WHEN CONSIDERING HEIGHT OF WALL AND EXPOSURE OF PITCHED 0.58 ROOF(Rad1� MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN= 4.37 (SWr)x(Radj)=FHSmin NOTE:THIS ANALYSIS ASSUMES SHEATHING TYPE ADJUSTMENT(STA)OF 1,PER TABLE 3.17D USING STANDARD 3/8" 1.00 PLYWOOD WITH 8d COMMON NAILS @ 6 O.C.AT EDGE AND 12"O.C.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10`O.C.IN FIELD=(STA) ADJUSTED MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED 4.37 DESIGN=(FHSmin)X(STA)_(FHSminadj) AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)= 27.33 SWavail IS ADJUSTED SEGMENTED SHEAR WALL REQUIRED LESS THAN THE AVAILABLE SHEARWALL LENGTH?(FHSminadj< YES Swavail) COMPARE PERFORATED WALL DESIGN CALCULATIONS DIVIDE THE REQUIRED SEGEMENTED SHEARWALL LENGTH BY THE LENGTH OF THE AVAILABLE WALL TO ARRIVE ATA 15.99% PERCENTAGE OF FULL HEIGHT SHEATHING. TABLE 3.17E-USE PERCENTAGE ABOVE TO PLUG INTO TABLE TO DERIVE A PERFORATED SHEARWALL CONVERSION 2.05 FACTOR,TO DERIVE AN ADJUSTED PERFORATED SHEARWALL LENGTH.CONSIDER WALL HEIGHT AND THE TALLEST WINDOW/DOOR OPENING=(PSWconvfactor) CONVERTED PERFORATED SHEARWALL LENGTH REQUIRED= (PSWconfactor)x(FHSminadj)=(PSWlength) 8.96 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)= 27.33 SWavail IS PERFORATED SHEARWALL LENGTH REQUIRED LESS THAN THE FULL HEIGHT SHEATHED WALLS AVAILABLE? YES (PSWlength)<(SWavail) RESULTING SHEAR WALL SPECIFCATIONS SHEAR WALL TYPE PERFORATED SHEAR WALL ASSEMBLY 3/8"PLYWOOD WITH 8d COMMON NAILS @ 6"O.C.AT HOLD DOWN CAPACITY REQUIRED BY TABLE 3.17F 3488 HOLD DOWN MODEL#(CAPACITY PROVIDED) SIMPSON CMST 14(6490) COMPLIANCE YES/NO YES L ' i' *Disclaimer*..-..,." For Manual J, D & -S Home Energy Solutions, Inc. The heating&cooling load calculations(Manual-J), equipment selection (Manual-S),and duct design (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 Load Short Form Job: 610 Jacksons Landing Date: 6/26/20 Entire House By: Katelyn Maleski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0864 Email:gdlamay3@gmaii.com 'Project,lnformki6n ,*'�- ' For: 610 Jacksons Landing,Mattituck, NY 11952 besign" "'formatio - • 1.6 Htg Cig Infiltration Outside db(*F) 11 86 Method Simplified Inside db('F) .72 75 Construction quality Tight Design TD(°F) 61 11 Fireplaces 1 (Tight) Daily range L Inside humidity 35 50 Moisture difference(gr/lb) 33 32 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 dm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area 'Htg load Cig load Htg AVF CIg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AH1—1 st Floor 1768 23144 19605 967 967 AH2-2nd FI HP 1714 22914 15808 947 947 Entire House 3481 46058 35402 1914 2126 Other equip loads 5776 997 Equip.@ 0.91 RSM 32978 Latent cooling 4387 TOTALS I 3481 I 51834 i 37365 I 1914 I 2126 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2020-Jun-2615:02:11 Right-Suite®Universal 2019 19.0.09 RSU20822 Page 1 AM ghtsoft HVACX6'1'0 Jacksons Landing_Maftituck.nip Calc=MJ8 Front Door faces: N Load Short Form Job: moJuckoonmLandmg ' Date: om000 Y AM Ist Floor By: matelynMamsm ` Home Energy Solutions Inc. _ `mEast Main Street,Huntington,w,onmphoncom-6r3-uam smu.ou/°muw@v"an.com For: O1OJacksons Landing, K8mttituck. NY11052 gt8 CIg Infiltration Outside db 11 80 Method Simplified Inside mu C p) 72 75 Construction quality Tight Design TD(^F) 61 11 Finop|ooeo 1 (Tight) Doi! ' L Inside humidity 35 50 Moisture difference(gr/lb) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain K«uko Rhenm Trade RoidontHaoUn0 Trade Cooling Only System Model ECO 70 Cond RA1630/Q1NA AHR|nef 8046941 Coil RH1T3617STANAA ° AHR|nef 7941343 Efficiency 952AFUE Efficiency 13.OEER, 18SEER Heating input 70000 8tuh Sensible cooling 20800 Btuh � Heating output 65000 8tuh Latent cooling 8700 Bt h Temperature rise 61 ^F Total cooling 29000 Btuh Actual air flow 007 chn Actual air flow 967 oMm Air flow factor 0.042 ohn/8tuh Air flow factor 0.048 chn/Btuh Static pressure 0.80 in H20 Static pressure 0.80inH20 Space thermostat Load sensible heat ratio 0.89 ROOM NAME Area Htg load Cig load Htg AVF Cig AVF 1 st Fl Living 1455 18537 21594 775 1045 Bedroom Zone 312 4607 2757 192 133 AH1—1st Floor 1768 23144 19605 967 967 Other equip loads 2091 361 Equip.@ 0.91 RSM 18089 Latent cooling 2523 TOTALS 1768- ' 25235 20612 967 967 Calculations approved byACCA tomeet all requirements of Manual J8th Ed. mom�"��um"°m" o,`vm�mmnovzv�e �'��"�^,o*z`` '-'' ------' - Pa r°�°� -om"oft*v^om1oJa"kson"L°"mng.wmm.mmn mlc~MJm pmn u"orfa"es: w � ~' ^ Load Short Form Job: 610.1ackoonoLanmn Date: oamou y ^ AH2 2nd F1 HP By: matelyn Maiesm - Homme Energy Solutions Inc. ~ 187 East Main Street,Huntington,wv11vmPhone:�1-673-066* smail:oolamay3@gmail.com ` For: S1OJacksons Landing,K0ottituck. NY11S52 Ht9 Clg Infiltration Outside db(^F) 11 80 Method Simplified Ins idudb('F) 72 75 Construction quality Tight Design TD(^R 61 11 Fireplaces 1 (Tight) Daily range ' L Inside humidity 35 50 Moisture difference(gc8b) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Ductless Mini Split Multi Zone Trade Ductless Mini Split Multi Zone Mode M%Z-3C30NAHZ2 Cond MXZ-3C30NAHZ2 AHR| ref 201754908 Coil, ^ AHR| of 201754908 Efficiency 11HGPP Efficiency 12.5EER, 18SEER Heating input Sensible cooling 19880 Bt h Heating output 28600 Btuh@47"F Latent cooling 8520 Btuh � Temperature rise 27 ^F Total cooling 28400 B0uh Actual air flow 947 uhn Actual air flow 947 uhn Air flow factor 0.041 ohn/Btuh Air flow factor 0.060 chn/Btuh Static pressure O in H20 Static pressure O in H20 Space thermostat Load sensible heat ratio 0.81 Capacity balance point=17^F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF 2nd F1 Hall 301 4128 3005 171 180 Bedroom 3 185 2068 1193 85 71 Bedroom 4 177 431 ' 3266 178 196 Bedroom 109 3318 1095 137 120 OTB 270 O U U O Master Bath 186 2072 1383 123 83 Master Bedroom | 315 \ 6120 | 4955 | 253 | 297 Master WIC 42 U O O O Calculations approved byACCA0nmeet all requirements ofManual J8th Ed. 2020«"°e615.02.11 �Ak� + �. nwm� � u@umv°,mymm ackso 2019 19.0.09 Page AH2_2nd FI HP 1714 22914 15808 947 947 Other equip loads 3685 636 Equip. @ 0.91 . RSM 14899 Latent cooling 3735 TOTALS I 1714 I 26599 I 18634 I 947 I 947 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .��. 2020-Jun-26 15:02:11 wrrw�'saa Right Universal 2019 19.0.09 RSU20822 Page ...ghtsoft HVAC1610 Jacksons Landing_Mattituck.rup Calc=MJ8 Front Door faces: N Load Short Form Job: 610JacksonsLanding Date: 6126120 1St F1 LlVlll9 By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0864 Email:gdlamay3@gmail.com AProjebtMfoftbatiow.. For: 610 Jacksons Landing,Mattituck, NY 11952 _'Des gp Info ma io Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 61 11 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 32 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) Dining Room 243 1914 1327 80 64 Entry 190 1774 658 74 32 Family Room 169 2882 3416 120 165 Great Room 270 3252 5010 136 243 Kitchen 305 4005 6745 167 326 Laundry Rm 101 1198 1726 50 84 Living Rm 148 3133 2712 131 131 Pwdr Rm 29 379 0 16 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. •. 2020-Jun-26 15:02:11 Right-Suite®Universal 201919.0.09 RSU20822 • ^A✓ Page 5 w.aw,.w,+nq:s;y;; ...ghtsoft HVAC\610 Jacksons Landing_Matlituck.rup Calc=MJ8 Front Door faces: N 1st FI Living 1455 18537 21594 775 1045 Other equip loads 0 0 Equip.@ 0.91 RSM 19564 Latent cooling 1334 TOTALS I 1455 I 18537 I 20898 I 775 I 1045 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2020-Jun-26 15:02:11 Right-Suite®Universal 2019 19.0.09 RSU20622 Page 6 ..ghtsoft HVAC\610 Jacksons Landing_Mattituck.rup Calc=MJ8 Front Door faces: N � Load Short Form Job: 610.1acxson Lanmn / Date: 6126120 Bedroom Zone By: matelynMumsm ' Home Energy Solutions Inc. _ /mEast Main Street,Huntington,w,1174mPhone:om-6m-0v64 emouomamayo@omaiixnm ^ For: 81UJacksons Landing,Mottduok. NY11952 besidn 1#9 CIg Infiltration Outside db('F) 11 86 Method Simplified Inside dbCR 72 75 Construction quality Tight Design TD('F) 61 11 Fireplaces 1 (Tight) Daily range ' L Inside humidity 35 50 Moisture difference(gr/lb) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make m/a Make m/a Trade n/b Trade n/b Model n/a Cond n/a AHR| nef ma Coil ma . AHR| nef ma Efficiency n/a Efficiency n/o Hamumg input Sensible cooling U Btuh Heating output 0 [Duh Latent cooling OBtuh ^ Temperature rise D ^F Total cooling O Btuh Actual air flow O chn Actual air flow U din Air flow factor D cfm/Btuh Air flow factor O chn/Btuh Static pressure O in H20 Static pressure O in H20 Space thermostat n/a Load sensible heat ratio U ROOM NAME Area Htg load Clg load Htg AVF Clg AVF Bath 1 66 795 522 33 25 Bedroom 1 246 3811 2234 159 108 Bedroom Zone 312 4607 2757 192 133 Other equip loads 0 0 Equip.@ 0.91 RSM 2498 Latent cooling 511 | ) | | | TOTALS 312 4607 3009 192 133 Calculations approved byACCAhomeet all requirements ofManual J8th Ed. Wiffgh 2020-Jun-26 15:02:11 nwm-Soite(@Universal xom1o.o.00nnu2ouxx Page �� -oxwvo*vxmo10Jacksons Landing Mammck.mo no/c~mJo Front Door faces: w 1st Floor _...: .. , ., ,.: .,...]:.� �:..•'. :.: �.' ::".}�,9'..:�:.:. ,. :..i}:::pis�i ...,5: ..^. .Faml Room'.,.:..< .:.;... ,,.... ..... .. ,. . ........ :.. ._ . -:.:.,'...:.;-::.:> ��.,:a.:'. :.. Kifcfieri=�` " i✓.'"C,',"i?:;::ia.is Sup; a ,:.,:., :. ,.',..:.>�.. •'< : "" ".::vy.,•f.}y.s"y f.,. }y.. ✓... ,,:.`P::...w.(;.f;-''•�::J;:r'°i 155 cfm „ . :12'1::cfm. ;....._ , .,..., cfm a` > _ , l6cRA :,.::...aJ,,k;fy.-<. •:x z...: ..,. 1:,. f- :. .. ;,;..,�:.,...:.�/� 'i,, .. .<, r ie�r`�y p.. io .. ...:.: ... . • 1 , 17 er-�< ,y..f.CtMx . .. .. ......_- ,,.. ..s `i.✓�:: 4'X 12'i:2�.;aj�:i u..5. .. .. ..> a,. ., .. .....,:..: a ... ..:,',z.• _,;:?.::.< .... .. ...ter ... ............ �.:: 3,Bath:1 3x _avt, i. %it=x .. ..a::,:......:.:::.�.:?'. ::ter ;.,x,x}a, .z; b........... 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Scale: 1 : 83 Performed by Katelyn Maieski for: Page 1 187 East Main Street RightSuite@Universal 2019 610 Jacksons Landing Huntington,NY 11743 19.0.09 RSU20822 Mattituck,NY 11952 Phone:631-673-0664 2020-Jun-26 15:04:58 gdlamay3@gmail.com 0 Jacksons Landing_Mattituck.rup Manual S Compliance Report Job: 610 Jacksons Landing Date: 6126120 wT,1ooi4x, AH1 1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmall.com For: 610 Jacksons Landing,Mattituck, NY 11952 t polifigq p,E•`di: men,,;; ,. ,, Design Conditions Outdoor design DB: 85.6°F Sensible gain: 19966 Btuh Entering coil DB: 76.6°F Outdoor design WB: 72.1'F Latent gain: 2523 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 22489 Btuh Indoor RH: 50% Estimated airflow: 967 drn Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1630AJ1NA+RH1T3617STANAA Actual airflow: 967 cfm Sensible,capacity: 24256 Btuh 121%of load Latent capacity: 3494 Btuh 139%of load Total capacity: 27750 Btuh 123%of load SHR: 87% ."Heating Equipm6h, f.'',�',., Design Conditions Outdoor design DB: 10.6°F Heat loss: 25235 Btuh Entering coil DB: 68.7°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Weil-McClain Model: ECO 70 Actual airflow: 967 cfm Output capacity: 65000 Btuh 258%of load .Meets all requirements of ACCA Manual S. 2020-Jun-2615:02:11 Right-Suite®Universal 2019 19.0.09 RSU201322 Page I ...ghtsoftHVACkBIOJacksons Landing_Matfituck.rup Calc=MJ8 Front Door faces: N Manual S Compliance Report Job: 610 Jacksons Landing rx Date: 6126120 trrl el ,z AH2 2nd FI HP By: Katelyn Maieski Home.Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673.0664 Email:gdlamay3@gmail.com • • • For: 610 Jacksons Landing, Mattituck, NY 11952 • • • • • Design Conditions Outdoor design DB: 85.6°F Sensible gain: 16445 Btuh Entering coil DB: 76.9°F . Outdoor design WB: 72.1°F Latent gain: 3735 Btuh Entering coil WB: 63.rF Indoor design DB: 75.0°F Total gain: 20180 Btuh Indoor RH: 50% Estimated airflow: 947 dm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Mitsubishi Electric Model: MXZ-3C30NAHZ2 Actual airflow: 947 dm Sensible capacity: 19880 Btuh 121%of load Latent capacity: 8520 Btuh 228%of load Total capacity: 28400 Btuh 141%of load SHR: 70% ea • • • ent- Design Conditions Outdoor design DB: 10.67F Heat loss: 26599 Btuh Entering coil DB: 67.0'F Indoor design-DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP . Manufacturer: Mitsubishi Electric Model: MXZ-3C30NAHZ2 Actual airflow: 947 cfm Output capacity: 28600 Btuh 108%of load Capacity balance: 17 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Meets all requirements of ACCA Manual S. m.r'1ii9tt 2020-Jun-26 15:02:11 �, ; gggM++n-: Right-Suite®Universa1201919.0.09RSU20822 Paget ghlsoft HVAQ610 Jacksons Landing_Mattituck.rup Calc=MJ8 Front Door faces: N Duct System Summary Job: 610JacksonsLanding Date: 6126120 lig f.l t i i, AM 1st Floor B Katel n Maieski Home Energy Solutions Inc. a 187 East Main Street,Huntington,NY 11743 Phone:631-673.0664 Email:gdlamay3@gmail.com For: 610 Jacksons Landing, Mattituck, NY 11952 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.28 in H2O 0.28 in H2O Available static pressure 0.52 in H2O 0.52 in H2O Supply/return available pressure 0:458/0.062 in H2O 0.458/0.062 in H2O Lowest friction rate 0.093 in/100ft 0.093 in/100ft Actual air flow 967 cfm 967 cfm Total effective length(TEL) 557 ft • • � - • jj Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat] Ln(ft) Ln(ft) Trunk Bath 1 h 795 34 25 0.132 4.0 Ox 0 MtFx 36.7 310.0 st7 Bedroom 1 h 3811 162 108 0.110 6.8 4x 12 ShMt 54.7 360.0 st7 Dining Room h 1914 81 64 0.163 4.9 4x 6 ShMt 36.7 245.0 st6 Entry h 1774 75 32 0.163 4.7 6x 4 ShMt 25.0 255.0 st5 Family Room c 3416 122 165 0.125 6.7 6x 8 ShMt 35.3 330.0 st5 Great Room c 2505 69 121 0.170 5.6 6x6 ShMt 29.7 240.0 st5 Great Roam-A c 2505 69 121 0.135 5.9 6x 6 ShMt 35.0 305.0 st6 Kitchen c 3373 85 163 0.108 8.0 Ox 0 MtFx 32.3 390.0 st8 Kitchen-A c 3373 85 163 0.093 7.1 6x 8 ShMt 50.0 440.0 st8 Laundry Rm c 1726 51 84 0.190 6.0 Ox 0 MtFx 21.3 220.0 st5A Living Rm h 3133 133 131 0.146 6.0 6x6 ShMt 43.7 270.0 st5A Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st5 Peak AVF 451 533 0.125 800 10.4 12 x 8 ShtMetl st1 st6 Peak AVF 516 645 0.093 774 11.9 12 x 10 ShtMetl st1 st1 Peak AVF 967 1179 0.093 884 14.8 12 x 16 ShtMetl st5A Peak AVF 184 215 0.146 644 7.2 6 x 8 ShtMetl st5 st7 Peak AVF 196 133 0.110 587 7.3 12 x 4 ShtMetl st6 st8 Peak AVF 170 326 0.093 490 9.2 12 x 8 ShtMetl st6 . jyh 2020-Jun-26 15:02:11 1f` „maMr.,.awrai.e:�eq `'. Right-Suite®Universal 2019 19.0.09 RSU20822 Page 1 ghtsoft HVAC\610 Jacksons Landing_Mattituck.rup Calc=MJ8 Front Door faces: N r i • Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (dm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb1 Ox 0 967 1179 66.7 0.093 643 14.8 12x 22 ShMt 2020-Jun-2615:02:11 Ri ht-Suite®Universal 2019 19.0.09 RSU20822 9 Page 2 ...ghtsoft HVAC1610 Jacksons Landing_Maftituck.rup Calc=MJ8 Front Door faces: N Load Short Form Job: Date: Jan 27,2023 ' Entire House y: B Michael A.Caruso JM Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices oom License:7960376 Project Information For: Binkis Property Development 610 Jackson Landing, Mattituck, NY 11952 z Design Information Htg Clg Infiltration Outside db(°F) 19 82 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD(°F) 50 7 Pressure/ACH/AVF 50 Pa/3.0/1464 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gdlb) 40 37 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 9F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Sys 2-2nd Floor 1371 18400 14635 980 980 Sys 1-1st Floor 1751 17156 14592 980 980 Entire House 3123 35555 29227 1960 1960 Other equip loads 0 0 Equip. @ 0.87 RSM 25486 Latent cooling 5545 TOTALS I 3123 I 35555 I 31031 I 1960 l 1960 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 47 2023-Jan-27 12:33:39 6 igFl1 sa. «..�. RightSuite®Universal 2022 22.0.04 RSU30008 Page 1 �0 ...ment 610 Jackson Landing Mattituck NY 11952.ruo Calc=MJ8 Front Door faces: N Load Short Form Job: Date: Jan 27,2023 Sys 1- 1St Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytesbngservices.com License:7960376 Project • • • For: Binkis Property Development 610 Jackson Landing, Mattituck, NY 11952 t Des,ign-l-nformation Htg Clg Infiltration Outside db(°F) 19 82 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD(°F) 50 7 Pressure/ACH/AVF 50 Pa/3.0/1462 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(grAb) 40 37 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN, INC. Make Rheem Trade NAVIEN Trade RHEEM Model NFB-175H Cond RA1430AJlNB AHRI ref 206368828 Coil RH1T3617STANJAUSA AHRI ref 7491226 Efficiency 95 AFUE Efficiency 13.0 EER, 15.5 SEER Heating input 175000 Btuh Sensible cooling 20580 Btuh Heating output 160000 Btuh Latent cooling 8820 Btuh Temperature rise 148 9F Total cooling 29400 Btuh Actual air flow 980 cfm Actual air flow 980 cfm Air flow factor 0.057 cfm/Btuh Air flow factor 0.067 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.79 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) P. Study 166 1954 1408 112 95 P. Bath 1 28 246 132 14 9 P. Great Rm 270 4084 '3825 233 257 P. Kitchen 303 2638 3562 151 239 P. Laundry 41 0 0 0 0 P. Living Rm 149 2233 1434 128 96 P. Dining Rm 251 1202 1015 69 68 P. Bed Rm 1 245 2570 2296 147 154 P.Bath 2 64 509 292 29 20 P. Stairs 48 0 0 0 0 P. Entry 188 1720 629 98 42 Calculations approved by ACCAto meet all requirements of Manual J 8th Ed. wrightsofit- 2023-Jan-27 12:33:39 y�. Rig ht-Su ite®Universal202222.0.04RSU30008 Paget ...ment 610 Jackson Landing Mattituck NY 11952.ruo Calc=MJ8 Front Door faces: N Sys 1-1st Floor 1751 17156 14592 980 980 Other equip loads 0 0 Equip. @ 0.87 RSM 12724 Latent cooling 3807 TOTALS 1751 17156 16531 980 980' Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2023-Jan-27 12:33:39 .., .« _ .. RightSuite®Universal 202222.0.04 RSU3000B Page ACS ...ment 610 Jackson Landina Mat ituck NY 11952.ruo Calc=MJ8 Front Door faces: N Load Short Form Job: Date: Jan 27,2023 cr = Sys 2- 2nd FI o o r By: Michael A.Caruso -T-- Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytesUngservices.com Web:www.energytesbngservices.com License:7960376 Project • . • For: Binkis Property Development 610 Jackson Landing, Mattituck, NY 11952 Design Information Htg CIg Infiltration Outside db(°F) 19 82 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD(°F) 50 7 Pressure/ACH/AVF 50 Pa/3.0 11462 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/Ib) 40 37 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN, INC. Make Rheem Trade NAVIEN Trade RHEEM Model NFB-175H Cond RA1430AJlNB AHRI ref 206368828 Coil RH1T3617STANJAUSA AHRI ref 7491226 Efficiency 95 AFUE Efficiency 13.0 EER, 15.5 SEER Heating input 175000 Btuh Sensible cooling 20580 Btuh Heating output 160000 Btuh Latent cooling 8820 Btuh Temperature rise 148 9F Total cooling 29400 Btuh Actual air flow 980 cfm Actual air flow 980 cfm Air flow factor 0.053 cfm/Btuh Air flow factor 0.067 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.89 ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) P. M. Bed Rm 283 4030 3624 215 243 P.WIC 1 41 633 160 34 11 P.WIC 2 23 61 52 3 3 P. Linen 19 0 0 0 0 P. Bath 4 162 3066 1273 163 85 P. Bed Rm 3 189 1922 .2413 102 162 P. Bed Rm 4 175 2867 2903 153 194 P. Bath 3 68 828 407 44 27 P. Bed Rm 5 163 3002 2912 160 195 Upper Hallway 249 1991 891 106 60 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2023-Jan-2712:33:39 �^�+ . PP ,.,., .M v, , RightSuite®U niversal 2022 22.0.04 RSU30008 Page 4 10M...ment 610 Jackson Landina Mattituck NY 11952.ruD Calc=MJ8 Front Door faces: N Sys 2-2nd Floor 1371 18400 14635 980 980 Other equip loads 0 0 Equip. @ 0.87 RSM 12762 Latent cooling 1739 TOTALS 1371 18400 14500 980 i 980 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. . wrightsoft" 2023-tan-27 12:33:39 ,W, Right-Suite@ Universal 2022 22.0.04 RSU30008 Page ...ment 610 Jackson Landina Mattituck NY 11952.ruo Calc=MJ8 Front Door faces: N Loads for Multiple Orientations Job: Date: Jan 27,2023 Cr.`•.., ,.- .c, Entire House By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytesUngservices.com License:7960376 Project • . • For: Binkis Property Development 610 Jackson Landing, Mattituck, NY 11952 Design Conditions Location: Indoor. Heating Cooling Montauk AP, NY, US Indoor temperature(°F) 68 75 Elevation: 7 ft Design TD(°F) 50 7 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 39.8 37.0 Dry bulb(°F) 19 82 Infiltration: Daily range(°F) - 12 ( L ) Wet bu Ib(°F) - 72 Wind speed(mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load(13tuh) 25486 29683 30597 29057 25315 29172 30271 29032 Latent Load(13tuh) 5545 5545 5545 5545 5545 5545 5545 5545 Total Load(Btuh) 31031 35229 36142 34603 30860 34718 35816 34577 Heating AVF(cfm) 1960 1960 1960 1960 1960 1960 1960 1960 Cooling AVF(cfm) 1960 1960 1960 1960 1960 1960 1960 1960 I Building Orientation Cooling Load 1 0 N SE S SiIV W NW ❑rectimFicntD"fau s Current Orientation: Front Door faces North Highest Cooling Load: Front Door faces East Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. a, wright:soft- 2023-Jan-27 12:33:39 Right-Suite®Universal 2022 22.0.04 RSU30008 Page 1 /�i ...ment 610 Jackson Landin°Mattituck NY 11952.ru° Calc=MJ8 Front Door faces: N Loads for Multiple Orientations Job: c+ Date: Jan 27,2023 Sys s 1- 1st Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytesbngservices.com License:7960376 Project • • For: Binkis Property Development 610 Jackson Landing, Mattituck, NY 11952 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature(°F) 68 75 Elevation: 7 ft Design TD(°F) 50 7 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling, Moisture difference(gr/Ib) 39.8 37.0 Dry bulb(°F) 19 82 Infiltration: Daily range(°F) - 12 ( L ) Wet bu Ib(°F) - 72 Wind speed(mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load(Btuh) 12724 15833 16809 14962 12373 14781 15816 14997 Latent Load(Btuh) 3807 3807 3807 3807 3807 3807 3807 3807 Total Load (13tuh) 16531 19640 20615 18769 16180 18588 19623 18804 Heating AVF(cfm) 980 980 980 980 980 980 980 980 Cooling AVF(cfm) 980 980 980 980 980 980 980 980 Building Orientation Cooling Load 1 1 0 N E 5< S SIV W MN ❑rectimFrQtGxrfao� Current Orientation: Front Door faces North Highest Cooling Load: Front Door faces East Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2023-Jan-27 12:33:39 e� .W _. RightSuite®Universal 202222.0.04RSU30008 Page I�+dk ...ment 610 Jackson Landing Mattituck NY 11952.ruo Calc=MJ8 Front Door faces: N 1 Loads for Multiple Orientations Job: p Date: Jan 27,2023 Sys 2- 2nd FI o o r By: Michael p.Caruso -r Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com web:www.energytestingservicescom License:7960376 Project • . • For: Binkis Property Development 610 Jackson Landing, Mattituck, NY 11952 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature(°F) 68 75 Elevation: 7 ft Design TD(OF) . 50 7 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 39.8 37.0 Dry bul b(°F) 19 82 Infiltration: Da I ly ra nge(°F) - 12 ( L ) Wet bu Ib(°F) - 72 Wind speed(mph) 15.0 7.5 Front Door 'North Northeast East Southeast South Southwest West Northwest Sensible Load(Btuh) 12762 14192 14647 14309 12944 15127 15408 14485 Latent Load(13tuh) 1739 1739 1739 1739 1739 1739 1739 1739 Total Load(Btuh) . 14500 15930 16386 16047 14682 16866 17147 16223 Heating AVF(cfm) .980 980 980 980 980 980 980 980 Cooling AVF(cfm) 980 980 980 980 980 980 980 980 Building Orientation Cooling Load 1 1 0 N dE E SE S SSV W MN DiedonRortDo rfas Current Orientation: Front Door faces North Highest Cooling Load: Front Door faces West Calculations approved by ACCAto meet all requirements of Manual J 8th Ed. �ME'ic�h1S� 2023-Jan-2712:33:39 � v- ,� RightSuite®Universal202222.0.04RSU30008 Page ,Zdk...ment 610 Jackson Landina Mattituck NY 11952.ruo Calc=MJ8 Front Door faces: N BuildingAnalysis Job: Date: Jan 27,2023 Entire House By Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For. Binkis Property Development 610 Jackson Landing, Mattituck, NY 11952 Design Conditions Location: Indoor. Heating Cooling Montauk AP, NY, US Indoor temperature(°F) 68 75 Elevation: 7 ft Design TD(°F) 50 7 Latitude: 41'N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 39.8 37.0 Dry bul b(°F) 19 82 Infiltration: Dailyrange(°F) - 12 ( I ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial)12 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0 11464 cfm • Component Btuh/fF Btuh %of load Walls 3.2 7475 21.0 Glazing 14.9 8899 25.0 vWl Doors 19.3 743 2.1 Ceilings 1.6 2768 7.8 Floors 0 0 0 Infiltration 2.7 8103 22.8 Ducts 7567 21.3 Piping 0 0 Humidification 0 0 aaAre Irdnration Ventilation 0 0 Adjustments 0 Total 1 1 355551 100.01 Dws Wlirgs Component Btuh/fl2 Btuh %of load Walls 0.7 1722 5.9 VVII Glazing 12.3 7365 25.2 Doors 8.8 339 1.2 Ceilings 1.5 2578 8.8 Iriard Girs Floors 0 0 0 Infiltration 0.2 533 1.8 Ducts 4736 16.2 Ventilation 0 0 Internal gains 11955 40.9 chy Blower 0 0 Adjustments 0 Ca1i� Total I 1 292271 100.0 Outs Latent Cooling Load=5545 Btuh Overall U-value=0.062 Btuh/fl?-°F Data entries checked. wright oft` 2023-Jan-27 12:33:40 ..� »•r ..-•�.- -< Right-Suite®Universal 2022 22.0.04 RSU30008 Page ACCA ...ment 610 Jackson Landing Mattituck NY 11952.rup Calc=MJ8 Front Door faces: N BuildingAnalysis Job: Y Date: Jan 27,2023 Sys 1- 1st Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-2442627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.corn License:7960376 Projeft Information For: Binkis Property Development 610 Jackson Landing, Mattituck, NY 11952 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature(°F) 68 75 Elevation: 7 ft Design TD(°F) . 50 7 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 39.8 37.0 Dry bul b(OF) 19 82 Infiltration: Dailyrange(°F) - 12 ( 1 } Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0 J 1462 cfm • Component Btuh/ft2 Btuh %of load Walls 3.2 4318 25.2 Glazing 14.8 5295 30.9 Viul Doors 19.3 743 4.3 Ceilings 1.6 596 3.5 Floors 0 0 0 rfiltratim Infiltration 2.7 4753 27.7 Ducts 1450 8.5 Piping 0 0 Humidification 0 0 Ventilation 0 0 Qilirgs Adjustments 0 aaarg D�ois Total 17156 100.0 Component Btuh/ft2 Btuh %of load Walls 0.7 994 6.8 Vel Glazing 14.1 5021 34.4 Doors 8.8 339 2.3 Ceilings 1.5 555 3.8 Floors 0 0 0 Infiltration 0.2 313 2.1 GEEiIrl miGirs Ducts 355 2.4 Ventilation 0 0 Internal gains 7015 48.1 Blower 0 0 Adjustments 0 Total 14592 100.011 ads m Latent Cooling Load=3807 Btuh Overall U-value=0.057 Btuh/ft2-'F Data entries checked. 4•.• -� Right-Suite®Universal 202222.0.04 RSU30008 2023-Jan-2712:33:40Page2 ACOA ...ment 610 Jackson Landing Mattituck NY 11952.rup Calc=MJ8 Front Door faces: N BuildingAnalysis Job: r; Y \ Date: Jan 27,2023 sr Sys 2- 2nd Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingsenrices.com Web:www.energytestingservices.com License:7960376 Project • , • For. Binkis Property Development 610 Jackson Landing, Mattituck, NY 11952 Design C.onditions Location: Indoor: Heating Coofing Montauk AP, NY, US Indoor temperature(°F) 68 75 Elevation: 7 ft Design TD(°F) 50 7 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 39.8 37.0 Drybulb(°F) 19 82 Infiltration: Dailyrange(°F) - 12 ( I ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/1462 cfm Component Btuh/fL2 Btuh %of load Walls 3.2 3157 17.2 vWl Glazing 14.9 3604 19.6 Doors 0 0 0 Ceilings 1.6 2172 11.8 Floors 0 01 0 Infiltration 2.7 3350 18.2 Ducts 6117 33.2 °� Piping 0 0 Humidification 0 0 _. Ventilation 0 0 Adjustments 0 Celings intiltraticn Total 1 1 184001 100.0 MENEW • • e Component Btuh/ftz Btuh %of load Walls 0.7 727 5.0 VWI Glazing 9.7 2344 16.0 Gai Doors 0 0 0 Irt' rd Girs Ceilings 1.5 2023 13.8 Floors 0 0 '- 0 Infiltration 0.2 220 1.5 Ducts 4381 29.9 Ventilation 0 0 Celirg Internal gains 4940 33.8 0 Blower 0 0 aha Adjustments 0 Total 1 1 146351 100.01 Dxb Latent Cooling Load= 1739 Btuh Overall U-value=0.070 Btuh/ft22F Data entries checked. wrightsch1FS- 2023-Jan-27 12:33:40 -•�- .•- Right-Suite®Universal 2022 22.0.04 RSU30008 Page ACCfs ...ment 610 Jackson Landing Mattituck NY 11952.rup Calc=MJ8 Front Door faces: N Project Summa Job: Date: Jan 27,2023 Entire House By: Michael A.Caruso ' ..- Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso6energytestingservices.com Web:www.energytesbngservices.com License:7960376 Proiect Information For: Binkis Property Developpment 610 Jackson Landing, Mattituck, NY 11952 Notes: HERS Rater#7960376 Desi• n I nformqtiQrj__ Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 68 OF Inside db 75 OF Design TD 50 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 37 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 27988 Btuh Structure 24492 Btuh Ducts 7567 Btuh Ducts 4736 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 35555 Btuh Use manufacturer's'data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 25486 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial}/2 Pressure/ACH/AVF 50 Pa/3.0/1464 cfm Structure 3346 Btuh Ducts 2199 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ft2) 3123 3123 Equipment latent load 5545 Btuh Volume(ft3) 29277 29277 Air changes/hour 0.31 0.14 Equipment Total Load(Sen+Lat) 31031 Btuh Equiv. AVF(cfm) 149 67 Req.total capacity at 0.70 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref nla Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed_ Right-Suite®Universal 202222.0.04RSU30008 2023-Jan-2712:33:40 Page 1 Project Summary Job: Summary Date: Jan 27,2023 i,,: . :_ .; Sys 1- 1st Floor By: Michael A.Caruso . . Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energyteslingservices.com License:7960376 Proaect Information For: Binkis Property Development 610 Jackson Landing, Mattituck, NY 11952 Notes: HERS Rater#7960376 Desig,n Information Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 68 OF Inside db 75 OF Design TD 50 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 15705 Btuh Structure 14237 Btuh Ducts 1450 Btuh Ducts 355 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 17156 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 12724 Btuh Method Blower door Latent Cooling Equipment Load Sizing . Shielding/stories 3(partial)/2 Pressure/ACH/AVF 50 Pa/3.0/1462 cfm Structure 2645 Btuh Ducts 1162 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 175? 1751 Equipment latent load 3807 Btuh Volume(fP) 18307 18307 Air changes/hour 0.29 0.13 Equipment Total Load(Sen+Lat) 16531 Btuh Equiv. AVF(cfm) 87 40 Req.total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make NAVIEN, INC. Make Rheem Trade NAVIEN Trade RHEEM Model NFB-175H Cond RA1430AJ1NB AHRI ref 206368828 Coil RH1T3617STANJAUSA AHRI ref 7491226 Efficiency 95 AFUE Efficiency 13.0 EER, 15.5 SEER Heating input 175000 Btuh Sensible cooling 20580 Btuh Heating output 160000 Btuh Latent cooling 8820 Btuh Temperature rise 148 OF Total cooling 29400 Btuh Actual air flow 980 cfm Actual air flow 980 cfm Air flow factor 0.057 cfm/Btuh Air flow factor 0.067 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.79 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -fid- wrii ;htsaaft^ 2023-Jan-27 12:33:40 -• Rig ht-Su ite®U niversal 2022 22.0.04 RSU30008 Page 2 Project Summa Job: date: Jan 27,2023 Sys 2- 2nd Floor By: Michael A.Caruso ` a Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-2442627 Email:mcaruso@energytestingservices.com Web:www.energytmbngservices.com License:7960376 Proiect Information For: Binkis Property Development 610 Jackson Landing, Mattituck, NY 11952 Notes: HERS Rater#7960376 Design Information Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 68 OF Inside db 75 OF Design TD 50 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 37 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 12283 Btuh Structure 10254 Btuh Ducts 6117 Btuh Ducts 4381 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18400 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 12762 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/ACH/AVF 50 Pa/3.0/1462 cfm Structure 701 Btuh Ducts 1037 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 137? 1371 Equipment latent load 1739 Btuh Volume(fl3) 10970 10970 Air changes/hour 0.34 0.15 Equipment Total Load(Sen+Lat) 14500 Btuh Equiv. AVF(cfm) 62 28 Req.total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make NAVIEN, INC. Make Rheem Trade NAVIEN Trade RHEEM Model NFB-175H Cond RA1430AJ1NB AHRI ref 206368828 Coil RH1T3617STANJAUSA AHRI ref 7491226 Efficiency 95 AFUE Efficiency 13.0 EER, 15.5 SEER Heating input 175000 Btuh Sensible cooling 20580 Btuh Heating output 160000 Btuh Latent cooling 8820 Btuh Temperature rise 148 OF Total cooling 29400 Btuh Actual air flow 980 cfm Actual air flow 980 cfm Air flow factor 0.053 cfm/Btuh Air flow factor 0.067 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wt^i�lhtscafs~ 2023-Jan-27 12:33:40 «� •- RightSuite®Universal202222.0.04RSU30008 Page Manual S Compliance Report Job. ` Date: Jan 27,2023 Sys 1- 1st Floor By: Michael A.Caruso _ - Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytesfngserviGes.com License:7960376 .Project • . • For: Binkis Property Development 610 Jackson Landing, Mattituck, NY 11952 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 14592 Btuh Entering coil DB: 75.1°F Outdoor design WB: 72.0°F Latent gain: 3807 Btuh Entering coil WB: 62.8°F Indoor design DB: 75.0°F Total gain: 18399 Btuh Indoor RH: 50% Estimated airflow: 980 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1430AJ1NB+RH1T3617STANJAUSA Actual airflow: 980 cfm Sensible capacity: 25514 Btuh 175%of load Latent capacity: 4396 Btuh 115%of load Total capacity: 29910 Btuh 1630/6 of load SHR: 85% Heating Equipment Design Conditions Outdoor design DB: 18.5°F Heat loss: 17156 Btuh Entering coil DB: 67.6°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: NAVIEN, INC. Model: NFB-175H Actual airflow: 980 cfm Output capacity: 160000 Btuh 933%of load Meets all requirements of ACCA Manual S. wn_rr'ght'so't,. 2023-Jan-27 12:33:40 ,,,,. ,„,, V T Right-Suit U niversa1 2022 22.0.04 RSU30008 Page l AC'+C� ...ment 610 Jackson Landing Mattituck NY 11952.rup Calc=MJ8 Front Door faces: N Manual S Compliance Report Job. ` Date: Jan 27,2023 Sys 2- 2nd Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.mm License:7960376 Project • . • For: Binkis Property Development 610 Jackson Landing, Mattituck, NY 11952 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 14635 Btuh Entering coil DB: 76.3°F Outdoor design WB: 72.0°F Latent gain: 1739 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 16374 Btuh Indoor RH: 50% Estimated airflow: 980 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1430AJ1NB+RH1T3617STANJAUSA Actual airflow. 980 cfm Sensible capacity: 26466 Btuh 181%of load Latent capacity: 3404 Btuh 196%of load Total capacity: 29871 Btuh 182%of load SHR: 89% Heating Equipment Design Conditions Outdoor design DB: 18.5°F Heat loss: 18400 Btuh Entering coil DB: 66.8°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: NAVIEN, INC. Model: NFB-175H Actual airflow. 980 cfm Output capacity: 160000 Btuh 8700/6 of load Meets all requirements of ACCA Manual S. 2023-Jan-27 12:33:40 Rig ht-Su Re®Universal 2022 22.0.04 RSU30008 Page 2 � + ...ment 610 Jackson Landing Mattituck NY 11952.rup Calc=MJ8 Front Door faces: N Residential Plans Examiner Review • Form RPER 1 • - _ • •' • • -• 15 Mar 09 Ar Ci-rrtlrvy QrOat:r6 ri F�:rn:, Town of Southold Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael A. Caruso Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 7960376 or MA AE Form"(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 610 Jackson Landing, Sys 1-1 st Floor HVAC LOAD ' ' • 1 Demon Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 19 °F Orientation: Front Door faces North Indoor temperature: 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 17156 Btuh Number of bedrooms: 1 Conditioned floor area: 1751 ft2 Summer Design Conditions Number of occupants: 6 Outdoor temperature: 82 °F Indoor temperature: 75 °F Windows Rp�i Grains difference: 37 gr/Ib @50%RH Eave overhang depth: 1.0 ft Sensible heat gain: 16734 Btuh Internal shade: blinds Latent heat gain: 4366 Btuh Blinds,drapes,etc. DSPII, 4Vin1aw Total heat gain: 21099 Btuh Number of skylights: 0 HVAC EQUIPMENT • 40 H atinq Equipment Data CoolingEguipment Data Blower Data Equipment m Gas boiler E%ipcment type: Split AC Heating cfm: 980 ur ace,He pump Boller,etc. Ir o,dltlone,Heat pump,etc. Cooling cfm: 980 Model: NAVIEN,INC. Model: Rheem Static pressure: 0.60 in H2O NFB-175H RA1430AJ1 NB+RH1 T3617STANJAUSA Fan's rated external static pressure for design airflow, Heatin%output capacity: 10000 Btuh Total cooling capacity: 29910 Btuh Heat p mps-capac capacity: at winter design out oar conditions Sensible cooling capacity: 25514 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 4396 Btuh HVAC DUCT DISTRIBUTION •0 Design airflow: 980 cfm Longest supply duct: 428 It Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 77 It Trunk duct: Sheet metal Total device pressure losses: -0.3 in H2O Total effective length(TEL): 504 ft Available static pressure(ASP): 0.25 in H2O Friction rate: 0,R0 in/100ft Branch duct: Sheet metal Friction R ate=ASP+(T EA x I declare the load calculation, equipment, equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County, Town Municipality or Authority having jurisdiction use. 'Home qualifies for MJ1 AE Form based on Abridged Edition Checklist �, _ • _ Review • Form • r r r RPER 1 for HVACSystem Design _ • (Loads, Equipment, D 15 Mar 09 A[CCr;tS�trg C;:rtiS.r6 rt H;nra Town of Southold Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael A. Caruso Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 7960376 or MJ1AE Form"(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 610 Jackson Landing, Sys 2-2nd Floor HVAC LOAD CALCULATION (IRC M1401.3) Desugn Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 19 °F Orientation: Front Door faces North Indoor temperature: 68 .F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 18400 Btuh Number of bedrooms: 4 Conditioned floor area: 1371 ft2 Summer Design Conditions Number of occupants: 0 Outdoor temperature: 82 `F Indoor temperature: 75 'F Windows Rw: Grains difference: 37 gr/ib @50%RH Eave overhang depth: 1.0 ft Sensible heat gain: 16783 Btuh Internal shade: blinds t drapes,rapes,ec. Latent heat gain: 1994 Btuh Blinds, ®epit, yylna�v Total heat gain: 18777 Btuh Number of skylights: 0 EQUIPMENTHVAC • 40 Heatinq Equipment Data Cooling Equipment Data Blower Data Equipment Vpe: Gas boiler ETuipcment type: Split AC Heating cfm: 980 ur ace,He pump,Boller,etc. Ir o.dltione,Heat pump,etc. Cooling cfm: 980 Model: NAVIEN,INC. Model: Rheem Static pressure: 0.60 in H2O NFB-175H RA1430AJ1 NB+RH1 T3617STANJAUSA Fan's rated external static pressure for design airflow Heatinq%output capacity: 10000 Btuh Total cooling capacity: 29871 Btuh Heat p mps-capact at winter design out cor conditions Sensible cooling capacity: 26466 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 3404 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 980 cfm Longest supply duct: 303 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 95 it Trunk duct: Sheet metal Total device pressure losses: -0,3 in H2O Total effective length(TEL): 398 It Available static pressure(ASP): 0.25 in H2O Friction rate: L x fQ3 in/100ft Branch duct: Sheet metal Friction R ate=ASP+(TE I declare the load calculation, equipment, equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County, Town Municipality or Authority having jurisdiction use. 'Home qualifies for MJ1 AE Form based on Abridged Edition Checklist Duct System Summary Job: i Date: Jan 27,2023 F ~ Sys 1- 1st Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,-NY-11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytesbngservices.com License:7960376 Project • . • For: Binkis Property Development 610 Jackson Landing, Mattituck, NY 11952 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.212/0.038 in H2O 0.212/0.038 in H2O Lowest friction rate 0.050 in/100ft 0.050 in/100ft Actual air flow 980 cfm 980 cfm Total effective length(TEL) 504 ft Supply Branch DetailTable 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 P.Bath 1 h 246 14 9 0.128 4.0 Ox 0 ShMt 5.5 160.0 st2 P.Bed Rm 1 c 2296 147 154 0.050 8.0 Ox 0 ShMt 58.5 365.0 st3 P.Dining Rm h 1202 69 68 0.064 6.0 Ox 0 ShMt 41.5 290.0 st3 P.Entry h 1720 98 42 0.096 6.0 Ox 0 ShMt 26.5 195.0 st3 P.Great Rm c 1912 117 128 0.096 7.0 Ox 0 ShMt 26.5 195.0 st3 P.Great Rm-A c 1912 117 128 0.064 7.0 Ox 0 ShMt 41.0 290.0 st3 P.Kitchen c 1781 75 120 0.050 8.0 OX 0 ShMt 52.5 375.0 st3 P.Kitchen-A c 1781 75 120 0.052 8.0 Ox 0 ShMt 54.5 355.0 st3 P.Living Rm h 2233 128 96 0.094 7.0 Ox 0 ShMt 20.0 205.0 st3 P.Study h 1954 112 95 0.095 7.0 OX 0 ShMt 18.5 205.0 st3 P.Bath 2 h 509 29 20 0.053 5.0 Ox 0 ShMt 47.0 355.0 st3 Supply Trunk DetailTable Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 966 971 0.050 624 15.7 8 x 28 ShtMetl st2 Peak AVF 14 9 0.128 63 2.7 8 x 4 ShtMetl Bold/italic values have been manually overridden 2023-Jan-27 12:33:40 � -��+,� <....� W RightSuite®Universal202222.0.04RSU30008 Pagel RUA...ment 610 Jackson Landing Mattituck NY 11952.rup Calc=MJ8 Front Door faces: N Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 12x 51 980 980 76.5 0.050 555 18.0 Ox 0 ShMt v Mq6 a�f7IQ��" 2023-Jan-27 12:33:40 .„.,,,.,•. ..„. ..�., RightSuite®Universal202222.0.04RSU30008 Paget ACCK ...ment 610 Jackson Landing Mattituck NY 11952.rup Calc=MJ8 Front Door faces: N Duct System Summa Job: Date: Jan 27,2023 Sys 2- 2nd Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-2442627 Email:mcaruso@energytestingservices.00m Web:www.energytestingservices.com License:7960376 Project • • For: Binkis Property Development 610 Jackson Landing, Mattituck, NY 11952 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0:25 in H2O 0.25 in H2O Supply/return available pressure 0.190/0.060 in H2O 0.190/0.060 in H2O Lowest friction rate 0.063 in/100ft 0.063 in/100ft Actual air flow 980 cfm 980 cfm Total effective length(TEL) 398 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk P.Bath 3 h 828 44 27 0.074 5.0 Ox 0 ShMt 13.5 245.0 st4 P.Bath 4 h 3066 163 85 0.065 8.0 Ox 0 ShMt 58.5 235.0 st5 P.Bed Rm 3 C 2413 102 162 0.063 8.0 Ox 0 ShMt 43.0 260.0 st5 . P.Bed Rm 4 c 2903 153 194 0.079 8.0 Ox 0 ShMt 15.0 225.0 st4 P.Bed Rm 5 c 2912 160 195 0.073 8.0 Ox 0 ShMt 25.0 235.0 st4 P.M.Bed Rm C 1812 107 121 0.066 7.0 Ox 0 ShMt 44.5 245.0 st5 P.M.Bed Rm-A C 1812 107 121 0.065 7.0 Ox 0 ShMt 46.0 245.0 st5 P.WIC 1 h 633 34 11 0.063 5.0 Ox 0 ShMt 47.5 255.0 st5 P.WIC 2 c 52 3 S 0.066 4.0 Ox 0 ShMt 39.5 250.0 st5 Upper Hallway h 1991 106 60 0.065 7.0 Ox 0 ShMt 32.5 260.0 st5 Supply . Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st5 Peak AVF 623 563 0.063 623 12.7 8 x 18 ShtMetl st1 st4 Peak AVF 357 417 0.073 625 10.6 8 x 12 ShtMetl st1 st1 Peak AVF 980 980 0.063 678 15.0 8 x 26 ShtMetl gold/italic values have been manually overridden 4 WrIgh"Oft, 2023-Jan-2712:33:40 w...,....- ,s.,�., Rig ht-Suite®Universal 2022 22.0.04 RSU30008 Page 3 +`iPo ...ment 610 Jackson Landing Mattituck NY 11952.rup Calc=MJ8 Front Door faces: N Return Branch Detail Table Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb3 12x 51 980 980 95.0 0.063 555 18.0 Ox 0 ShMt 2023-Jan-27 12:33:40 �+.. ,,,..•. .„., .a ,m Rig ht-Su ite®U niv ersal 2022 22.0.04 RSU30008 Page 4 f . 1 .-.ment 610 Jackson Landing Mattituck NY 11952.rup Calc=MJ8 Front Door faces: N 1 r � Foundation P. Cells 7 7 V. 8.. 4 - - -�8„ - - � 5" 4x8 28x 7 6 P. Garag 8" i N 12' 0 1 Job#: Energy Testing Services Scale: 1 : 85 Performed by Michael A. Caruso for: Page 1 Binlds Property Development 1648 Locust Ave Suite E Right-Suite®Universal 2022 610 Jackson Landing Bohemia,NY 11716 22.0.04 RSU30008 Mattituck,NY 11952 Phone:631-244-2627 2023-Jan-2712:35:04 ' 1 1st Floor r &112 cfm 128 cfrmn 128 cfm R 120 cfm . 120 cfm P. Stud; P. Great RI P. Kitche P. Bath ' 914 cfm 980 cfm P.Bath KA P. Laundi P. Stair 29 cfm P. Dining RI P. E ntn P. Living RI P. Bed Rm T 98 cfm ii'-0' ®`128 cfm CRk69 cfm 154 cfm Job#: Energy Testing Services Scale: 1 : 85 Performed by Michael A. Caruso for: Page 2 Binkis Property Development 1648 Locust Ave Suite E Right Suite®Universal 2022 610 Jackson Landing Bohemia,NY 11716 22.0.04 RSU30008 Mattituck,NY 11952 Phone:631-244-2627 2023-Jan-27 12:35:04 2nd Floor 18'-0' 194 cfm 121 cfm P. Bed Rm O.T.B 121 cfm a.. P. M. Bed R 7„ 26x8 7 _ 18x8 18" 12x� 5„ 4 5 I Upper Hallwz 44 cfm 3 cfm 99L34 m F[ 980 cfm P. Bath , Stairs WIG P. WIC 7" 8.. 8,. $„ P. Liner P. Bed Rm P. Bed Rm P. Bath 106 cfm 163 cfm 195 cfm 162 cfm Job#: Energy Testing Services Scale: 1 : 85 Performed by Michael A. Caruso for: Page Binkis Property Development 1648 Locust Ave Suite E Right Suite®Universal 2022 610 Jackson Landing Bohemia,NY 11716 22.0.04 RSU30008 Mattituck,NY 11952 Phone:631-2442627 2023-Jan-2712:35:04 Edward Koenig - Architect Licensed in New York and Florida 415 Lake Avenue South Nesconset, NY 11767-1848 Phone 631-948-7030 (cell &text) ff Email: EDKOENIG49(a)_gmail.com Webpage: www.EDWARDKOENIG.com EDWARD KOENIG ARCHITECT Southold Town Building Department 54375 NY-25 Southold,NY 11971 July 25, 2022 AUG 1 0 2022 Re: Permit#46117 BUILDING utp'rTOWN OF-�3007-4117. Caroline and Tom Toscano proposed residence 610 Jacksons Landing Mattituck, NY 11952 Dear Sir or Madam, Please find enclosed the foundation location survey as per your request. I am also providing this foundation affidavit for the missed foundation inspections. I, Edward Koenig, a NY State Licensed Architect periodically observed and reviewed the construction at the above referenced location. have reviewed the Town of Southold approved construction documents and certify that the footings, foundation wall, and floor slab are the same size and type as the plans including anchor bolts, steel rebar, and concrete PSI. I make this certification to the Town knowing that the Town of Southold is relying upon my inspection as a step in the land owner obtaining a Certificate of Occupancy for the structure and removing the existing stop work order. If you have any questions please don't hesitate to contact me. Sincerely, AllERIC ,• G >w Edward Koenig — Registered Archite t?It{� ��'�1 �• �y�f�� yy l � �.�Mrl ��'�{ f f l� " �l R. •fit 1t� Y� 7a+.r ♦fi� ':� r.-1 Jd�Y � �M'• �{. A.� A.,rIV !� 1r ,t Ir.�i�.J.� �r��,1'�' i� ,�,R.• •�, .t'-�'�+ � M�l��.r.�'! � ✓ i��, r I �`2+�i I�M?�i'. *R"• '1� 1. " � � �r! ��. `T"�Y 'x��• .,�1 ,. ' it+�•.� 'fit ,�i I . 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'tom �: AW - E r •`y ' - l"PP F!JII AR r� �� ' �a , .*��.R �"•"�y' �;��'�"moi F � .,,4 ...�..._ syr lb own" i .� + .a � £ # Wye. ��V tears'"'� yA I �~�^ •• }fie ^ t{ ��'�x.* f � _ i 4 Y a /tin. 7t'f ate• , '�' Ar Rte. ��" ffi•• yt-,� _ 'tel ._.•;N v.,+ �.+ P M 4vP� y � 'C 4 'h?ai.,.n`k.'. y . sKyYa Mw Oil, � �5�� ". +ram� -.. i1;�3 •� ��. ��, �'#." . s p � r O r r! swim FRI.-) - . ' FOUN 1 • - FOUNDATION 1 Ah � '� , ® � « � . . , ROUGH FRAMING e tl 0 1 �i s 11 IIIIP mil .�1�� . i , • ,oundow- 05 • - � , A MID v TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX:(631)765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application /� Flood Permit AExamined 20 Single&Separate �`T Truss Identification Form Storm-Water Assessment Form Contact: Approved 20_,Z I Mail to: Disapproved a/c Phone: Expiration 20 Bui iinspector APPLICATION FOR BUILDING PERMIT Date '7-5- 20 2 O INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone,Ordinance"of the,Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulatioris,'for,the_co'n'striction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply'with-aIl'applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in.liuilding for necessary inspections. MAR ?_ 3 2021 (Signature of applicant or name,if a corporation) 31 Edgewood Drive, New Hyde Park, NY 11040 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Owner Name of owner of premises Caroline Toscano (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 610 Jacksons Jacksons Landin�Mattituck NY 11952NY 11952 _ House Number Street Hamlet County Tax Map No. 1000 Section 113 Block 4 Lot 8 Subdivision Jackson's Landing Filed Map No. 5280 Lot 6 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy vacant b. Intended use and occupancy single family residence 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $650,000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 2 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front 49'9" Rear Depth 37'10" Height 30.0 Number of Stories 2 9. Size of lot:Front 100.01 Rear 126.96 Depth 219.51 10.Date of Purchase Name of Former Owner Eric Koenig 11.Zone or use district in which premises are situated R-40 with low density residential AA 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO X 13.Will lot be re-graded?YES X NO Will excess fill be removed from premises?YES NO X 14.Names of Owner of premises Caroline Toscano Address 31 Edgewood DriVBhone No. 516-582-1705 Name of Architect Edward Koeniq Address 415 Lake Avenue&one No 631-277-3337 Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES X NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES X NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO X *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF� Caroline Toscano being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the owner (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi _day of .,��c,, 20 a J Notary Public Signature of Applicant Ago 0170 600'((616, C'omp%. ir,+Wre* Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) 1, Caroline Toscano residing at 31 Edgewood Drive (Print property owner's name) (Mailing Address) New Hyde Park, NY d4R&Rby authorize (Agent) C. to apply on my behalf to the Southold Building Department. 16ft� 3/2,L/2-eO 2— J (Owner's Signature) (Date) Ca --o /�� 7oscq (Print Owner's Name) CONSENT TO INSPECTION Caroline Toscano ,the undersigned, do(es) hereby state: Owner(s)Name(s) That the undersigned(is) (are)the owner(s)of the premises in the Town of Southold, located at 610 Jacksons Landing, Mattituck, NY 11952 , which is shown and designated on the Suffolk County Tax Map as District 1000, Section 113 ,Block 4 ,Lot 8 That the undersigned (has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: buildingpermit for a single family two story residence with front roof over entry, two car garage, and two rear decks, That the undersigned do(es) hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. Dated: -7_s -2,o (Signature) Caroline Toscano (Print Name) (Signature) (Print Name) f 1110 NI ,- ' �"' � ., ^nfr2' 4 '.g wi,' i� �,k r•'L", y "Y 9. 4 t f� V Q��,�, e��o....R.�•'�n i. ",a ,�;'::�A ''�`�TO' .��f..,�i :5�:%,y "." ,�:. ar,i��> .. "k;�y,�� ,.'r��9y Y;; { ........ , "a"t4;bA. Sf.%4kS"t .$, ..1$'S%v�':i�d:,'aV' �d%, '..<.•Se„ .f<:'S�Avvu',:w� .Yd,�%°�%s°;c`bd{'.Zr4 d` 'X fid,.. P { BOA"OF SOUTHOLD TOWN TRUSTEES ` SOUTHOLD,NEW YORK.14 rg PERMIT NO.9799 DATE: JANUARY 20,2021 € z ISSUED TO: CAROLINE TOSCA:NO PROPERTY ADDRESS: 610 JACKSONS LANDING3,MATTITUCIC SCTM#1000=113-4-5 , ' AUTHORIZATION F Pursuant to the provisions of Chapter 275 of the Town,Code of,the Town of Southold.and in 'accordance with the Resolution of the F3oard ofTrustees adopted'at the meeting'held.on 7anu&,20,2021,and ,. in consideration of application"fee in the sum of" 250.00 paid by Carciline Toscano and subject to'the Terms ` and Conditions,as stated in,the Resolution;'the•Southold Town Board of Trustees authorizes and permits.the . following:. Wetland Permit to construct a now 3;242sq.ft.two-story,single-family dwelling with attached two car. garage;a 749q.ft,front roof over entry;and 325sq.ft.two rear decks;the installation of ail Innovative . Alternative Wastewater Treatment System;establish and perpetually maintain'a 25' non-disturbance buffer and a_25.'non-turf buffer landward of existing DEC,buffer;'and as depicted on the site plan prepared by Carmelhill Architects,received on January 5,2021 and stamped approved on January 20, 2021: r i .IN"WITNESS WH>ItEOF,the.said Board of Trustees hereby causes its rporate Seal to be affixed,and these presents to be'subscribed by a majority of the said Board'as of the 20th Coday of]anuary;2Q21. g Fot�.�� - d a r. a .. ....._..... .......................................... _._._ ....._ ...____._ �� .. � , �,, "H?3',,c'ZI-:, �Y' .7R_......y;•`az; ��, ;rst1'ss4'�,,•;. ._� s....�",�f,: 3�r��.�G:=�;c>_ ....�..rye""�,-�xsB".._ P•i ____ Ulm j't;, x� .� :�, "��•. ,°i'�7",alb," d �°, d �'€tr �,r;dc' �-;�' d,� ,�`t �.."� �� , V Glenn Goldsmith,President '�6Qf soUjy Town Hall Annex A. Nicholas Krupski,Vice President 54375 Route 25P.O.Box 1179 Eric Sepenoski l Southold,New York 11971 Liz Gillooly y p @ Telephone(631) 765-1892 Elizabeth Peeples '� • �O Fax(631) 765-6641 olycOU ,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 26, 2023 JUL 3 2023 -✓ Michael Kimack P.O. Box 1047 Southold, NY 11971 BUILDING DEPT. RE: CAROLINE TOSCANO 610 JACKSONS LANDING, MATTITUCK SCTM# 1000-113-4-6 Dear Mr. Kimack: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, June 14, 2023: WHEREAS, Michael Kimack on behalf of CAROLINE TOSCANO applied to the Southold Town Trustees for an Amendment to Wetland Permit #9799 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated March 20, 2023, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Inconsistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, the Board of Trustees has furthered policy of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: revised plans showing two to one tree replacement and use of native vegetation, and 2 WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on June 14, 2023, at which time all interested persons were given an opportunity to be heard, and, NOW THEREFORE BE IT, RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Wetland Permit#9799 for the as-built clearing and to revegetate ±4,790sq.ft. of the property and a portion of the non-turf buffer area; remove two trees on east side of property; trim branches on one side of a red cedar tree for walkway access; as-built raised 25.6sq.ft. wood platform for two A/C units; as-built 15.2sq.ft. concrete landing with 16.7sq.ft. steps to ground; as-built 263sq.ft. seaward side deck with 38sq.ft. steps to ground; proposed 255sq.ft. fire pit area; 60sq.ft. of proposed stepping stones; proposed 25 linear feet stone retaining wall under deck; install a 575sq.ft. sand beach area; install 600sq.ft. of pea-gravel under deck to driveway and up to sand beach area; install a 2,125sq.ft. pea-gravel driveway; install 75 linear feet of 4' high fencing with two (2) gates on west side of dwelling; and to install 70sq.ft. pea-gravel path from beach area to walkway stairs; with the condition of a two to one native tree replacement and the planting of native vegetation only in rear yard; and as depicted on the revised site plan prepared by Patricia Hopkins, Landscape Designer, received on June 26, 2023 and stamped approved on June 26, 2023. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: None This is not a determination from any other agency. Sincerely, 44�x Glenn Goldsmith, President Board of Trustees /dd Glenn Goldsmith,President ��SOur�I Town Hall Annex54375 Route 25 A.Nicholas Krupski,Vice President �� Q P.O.Box 1179 Eric Sepenoski Southold,New York 11971 ZZH Telephone(631)765-1892 Q• Fax(631)765-6641 OUNTi . JUL 2 1 2023 BOARD OF TOWN TRUSTEES BUILDING DEPT- TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 2049 C Date: July 17, 2023 THIS CERTIFIES that construction-of a new 3 242sa ft two-stor.sin leg family dwelling with attached two,car�arase• a 74sq-'ft front roof over entry and 325sq ft two,rear decks,• the installation of .an Innovative Alternative Wastewater Treatment-System'establish andperpetually maintain a-25' non- disturbance buffer and a 25'non-turf buffer landward of existing:DEC buffer: as-built clearingand to reve etate f4 790s .ft.of'the proReIV and a portion.of the non-turf buffer area• remove two trees on east side of propgjV-,trim branches on one side of a red cedar tree for walkway access:as-built raised 25 6sq ft wood platform for two.AIC units as-built 15.2sq.ft.concrete landing with 16.7sg.ft.,stens to ground• as built 263sq ft seaward side deck with 38sq ft steps torop und._proposed 255sq ft fire pit area-, 60sqft of proposed stepping*stones• proposed 25 linear feet stone retaining wall under deck: install a 575sq ftsand beach area• install-600s%ft of pea-gravel under deck to driveway and up to sand beach area• install a 2 125sq ft pea gravel driveway• install 75 linear feet of 4' high fencing with two(2)gates on west sideof dwelling.Arid to install 70s .ft. ea- ravel path from beach area to walkway stairs• with the-condition of a two to one native tree replacement and the planting of native vegetation only in rear ar At 610 Jacksoris Landing:Mattituek Suffolk County Tax Map#1000-113-4-8 Conforms to the application for a Trustees Permit heretofore filed in this office Dated October 7,2020 pursuant to which Trustees Wetland Permit#9799 Dated January 20,2021,was issued and Amended on June 14,2023 and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for-construction of a new 3 242sq ft two-story.single-family dwelling with attached two car garage, a 74sa ft front roof over entr.and 325sq ft two rear decks•the installation ofan Innovative Alternative Wastewater Treatment System:establish and peMetually maintain a 25' non- disturbance buffer and a 25' non-turf buffer landward of existing DEC buffer:as-built clearing and to rcvcgetate-+4 790sq ft of the propcM and a portion of the non-turf buffer area:remove two trees on east side of property,trim'branches on one side of a red cedar tree for walkway access:as-built raised 25 6sq ft wood platform for two AIC units,• as-built 15 2sq ft concrete landing with 16.7sq.ft.steps to ground,• as=built.263s .R.seaward side deck with 38s .ft.ste s to ground.piopdsed 255s .ft.fire pit area; ft' 60sq of proposed stepping stones;proposed 25 linear feet stone retaining wall under deck, install a 575sq ft sand beach area• histall 600sg ft of.pea-gravel under deck to driveway and up to sand beach area• install a 2 125sq'ft pea-gravel driveway, instal175 linear feet of 4' high fencing with two(2)gates on west side of dwelling,• and to install 70sq ft pea-gravel path from beach area to walkway stairs; with the condition of a two to one native tree replacement and the planting of native vegetation only in rear yard: The certificate is issued.to Caroline Toscano owner of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Faeility DEC'ID I-4738=03928 PERMIT . ...:..:.::.:....:..:;:..:.. Under..the...Environmental:Conservation Law` L Permittee and Facility.Information Permit Issued To: Facility: CAROIINE:TOSCANO TOSCANO PROPERTY 31 EDGEWOOD.DR, 610 JACKSON'S LANDINGISCTM#1000-1134- 8 NEW HYDE PARK,NY11040 MATTITUCK,NY Facility Application,Contact: EDWARD KOENIG CARMELHILL ARCHITECTS. 415 LAKE AVE S NESCONSET,NY 11767-1848 (63t)-277-3337 Facility Location: in:SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point" NYTM-E: 705.682 NYTM-N: 4541.338 Latitude: 40°59'50.3" Longitude: 72°33'16.4" 1proiect-Locaton;_.610.Jackson's Landing Watercourse: Howard's Branch of Mattituck Creek Auth6H.ied Activity: Regrade and construct a single family dwelling-:with deck,porch,walkway.and driveways All authorized activities must be in strict:conformance with the attached plans stamped. NYSDEC approved on 2/23/2021. (CKW) Note: The portion of the property landward of the existing 10'elevation contour(NGVD 1929 datum)as shown on the surveyprepared;by:Nathan Taft Corwin III dated 4/4/2001,is beyond Tidal Wetlands Act (Article.25)jurisdiction. Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1=4738-039.28/00002 New Permit Effective Date: 2/23/2021 Expiration Date: 2/22/2026 Page 1 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL.CONSERVATION Facility DEC ID 1=47A-03928 NYSDEC Approval By ac¢,eptance of this permiti.the-,permittee-agrees that:the permit is contingent upon strict compliance with the ECL,all applicable regulations,and all conditions included as,part of this permit. Permit Administrator:SHERRI L AICHER,Deputy Permit Administrator Address: NYSDEC Region 1,Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony. araak,NY 11.,7,.90-3409 Authorized Signature; `' Date./�3/ate Distribution List EDWARD KOENIG Bureau of Marine Habitat Protection CLAIRE K:WERNER Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS Apply to the;Following .Permits: TIDAL WETLANDS J. Post Permit Sign :The permit sign enclosed with this permit.shall be posted in.a conspicuous location on'the worksite and adequately protected from the weather. 2. Notice.of Commencement At least 48 hours prior to commencement of the project,the..permittee and contractor.shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and:understand all terms and conditions.of this permit. Within 30 days of completion of project,the.bottom portion.ofthe form must also:be-signed and returned, along with photographs of the completed,work. 3: Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plan's submitted by the:applicant or applicant's:agent as part of the permit application: -Such approved plans were prepared by Edward Eric Koenig, Sheet A-2,last revised 1/5/2021, Sheets A- 2.5 and.A711,last revised 12/13/2020,.stamped NYSDEC approved on 2/23/2021. Page 2.of 7 i NEW YORK STATE-b9PARTME NT OF ENVIRONMENTAL CONSERVATION Facility DEC 10'14738-03928 4. Concrete Leachate During-construction,no,wet or fresh concrete or leachate shall be allowed.to, escape into-any wetlands or waters of New Nork State,nor shall washings from ready-mixed concrete trueks,mixers;;or other devices be allowed to enter,any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured:to displace water within the forms. '5.•No Construction Debris in Wetland or Adjacent Area Any debris-or excess material from construction of this project shall be completely removed from the adjacent area(upland),and removed to an approved upland.area for disposal. No debris,.is permitted in wetlands and/or protected bufferareas. .::Materials Disposed at Upland Site. Any-demolition debris,excess construction;materials,and/or excess excavated materials shall be immediately and "completely disposed-of in an authorized solid waste management 'f, cility. These materials shall be.suitably stabilized as not to re-enter any water body, wetland.or wetland adjacent area. 7.?No Disturbance'to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands,or protected buffer areas as a result of the permitted activities.. 8: Storage of Equipment;Materials The storage of construction equipment and:materials shall be confined within"the-project work,.area and/or upland areas-greater than 75 linear feet from the tidal wetland'boundary: : 9: Seeding Disturbed Areas All areas ofaoil disturbance resulting from the approved projectshall,be ,.Stabilized with;appropriate vegetation(grasses,etc...)immediately following project completion or prior to permit expiration,whichever comes first. If the project,site,remains;inactive for more than 48.hours or,planting'is impractical.due to the season,then-the,area shall be stabilized with straw or-hay mulcli_or jute matting;untilweather conditions:favor germination. 10. Clean Fill Only All fill shall consist of-clean sand,gravel,or soil(not asphalt, slag;flyash,broken concrete-or demolition-debris). Department Jurisdiction The department retains jurisdiction of all regulated lands where fillihas been permitted. Placement of fill shall not be used to alter the'department's Tidal Wetland jurisdictional. area at:the,project site._ The area remains a regulated area subjecttoTidal Wetland Land,Use restrictions, of,6 NYCRR Part 661:. 12, -Establish!Vegetated Buffer To protect the values of the tidal wetlands,a permanent vegetated buffer zone shall be established. There shall be no disturbance to the-natural vegetation or topography, within,an,area eetending 40 linear feet landward of the tidal wetland boundary as per the;plans dated. 1/512021,by.EdwardEric Koenig. 13. Straw Bales.or Other at Tidal Wetland A row of staked straw bales or approvable erosion control,devices-shall be placed at the landward edge of the buffer area 6i:75 linear feet from the tidal wetland boundary;or as.per theNYSDEC-approved plan,-prior to commencement of any regulated activities':and remain"in,place mdin good',functional condition until the project is completed and.all disturbed areas are stabilized•with vegetation. 14., Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of. NYSDEC�approved pervious materials. Page 3 of 7 _ P NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738=03928, 15: Runoff".Directed to:Upland,-Drywalls Roof runoff shall be directed to drywalls a minimum of 75 linear feet landward bf the;tidal:wetland boundary for immediateon-site recharge. 16. Direct Runoff Away from Tidal Wetland and Buffer Roads,driveways,and parking areas shall be,graded to:direet,runoff away from tidal wetlands and protected buffer areas. 17. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant(or similar Department=approved language)to the deed for the.property where the project- 11be conducted and file it with-the.Clerk of Suffolk County within 30 days ofthe effective.date of thispermit. This deed :covenant shall ran withthe�land into perpetuity., A copyof the covenanted deed,or other acceptable proof of record;along with the number assigned to this permit,shall be submitted within 90 days of the effective date of this'permitto: Bureau of Marine Habitat Protection NYSDEC Region 1 SUNY @ Stony,Brook 50 Circle Road Stony;Brook,NY 11790=3409 Attn: Compliance is. Contain Exposed;Stockpiled Soils. All,disturbed areas where soil will be temporarily exposed or ;stockpiled far longer;than-48 hours shall be contained by a continuous line of staked haybales/silt :curtains.(or other NYSDEC approveddevices)placed on the seaward side.between the fill.and the wetland or protected-buffer area.�Tarps are authorized to supplement these approved methods:. in 19:`Mainta ;Erosion:Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the.area has been stabilized. 2o. State-Not Liable for-Damage The State of New York shall in no case be.liable for any damage or injury to the structure or work herein authorized which may be.caused by or result from•future operations` undertaken by the State for the conservation or improvement of navigation,or for other purposes,andno claim or right t&compensation.shall accrue from any such damage. 21. State;May Order ltemoval'or Alteration of Work If future operations by,the State of New York xequire an alteration,in-the:position of the structure or work herein authorized,or if;"in the opinion of ttie Department of Environmental Conservation it shall-cause unreasonable obstruction to the free navigation of said waters or flood,flows or endanger the health,safety or welfare-of the-people of the State;or cause loss or destruction of the natural resources of the State,-the owner may be ordered by the Department to, remove or alter the structural work,obstructions.,or hazards caused thereby.without expense to the State and if,.upon the:expiration or revocation of this permit,the structure,fill,excavation,or other modification of the.Watercourse hereby authorized shall not be completed,the owners; shall,without expense to the State,-and to such extent and in such time and manner as the Department of Environmental Conservation may,require,remove.all or any:portion of the uncompleted structure or fill and restore to its foriner.condition the navigable.and flood capacity of the watercourse. No claim shall ;6e made-against the State of New York on account-,of any such removal or alteration. Page 4 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03928 22..State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has:not been completed,the applicant shall,.without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against.the State of New York on account of any such .removal:or alteration. 23. Precautions Against.Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids,sediments,fuels, solvents, lubricants,epoxy coatings,paints,concrete,leachate or any"other environmentally deleterious materials associated:with the prof ect. ' GENERAL CONDITIONiS- Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility,.including relevant records,is subject to inspection at reasonable hours and intervals by anauthorize representative o e apartment of Environmental Conservatioif the,Department)to determine_whether the permittee,is complying with this permit and-the ECL., �Suchrepresentative may order the work suspended pursuant to ECL 714301 s and SAPA 401(3):, The permittee_shall,provide a person to accompany the Department's representative during an inspection to the permit area when requested by-the Department. A copy of this permit;.including all referenced maps,drawings.and special conditions;must be available for inspection by.the.Department at all times at,the,project site or facility. Failure toproduce a copy of the permitupon request by a Department representative is a violation of this permit. 2. Relationship of`this Permit,to:Other Department.Orders and Determinations Unless_expressly provided far by_tlie-Department; issuance gf this ermit does not modi su ersede or rescind_an order p fy�: P Y or determination previously issued by the Department or any of the terms,.conditions or requirements',` ; contained in'such order or determination. .Applications For Permit,-Renewals,Modifications or Transfers The permittee;must submit-4, separate:written application to the Department-for permit-renewal;modification or transfer of this permit..Such application must include any forms or supplemental information the Department requires:; Any renewal,;modification or transfer granted.by the Department must be in writing: Submission of _ _.. , applications for'permit renewal;modification or transfer are,to be submitted to: ,Regional Permit Administrator NYSDEC Region 1 Headquarters„ SUNY-04 Stony B"r66kJ50 Circle RO, Stony Brook,NYl 1790-3409 4.; SubmiMion.of Renewal Application The;permittee must submit a renewal application at least 30 days'before permit:expiration for the following,permit'authorizations: Tidal Wetlands. Page 5;of 7 ti NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVA'T'ION Facility DEC ID 1-473&03928 5: Permit_Modifications,Suspensions and Revoeations by the Department The.Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification,suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the.permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d.. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law orregulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions;orders of the commissioner,any M provisions ofthe Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit.Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications_for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS u s Item A Permittee,Apeepts Legal Responsibility and Agrees to Indemnification The permittee,excepting state or federal agencies,expressly agrees taindemnify and hold harmless,the Department of Environmental Conservation of the State of New York,its representatives,employees, and agents("DEC.,')F for all claims,suits,actions,and damages,,to the extent attributable to the permittee's acts or.omissions in connection with the perinittee's:undertaking of activities in connection with,,or operation and.ihaintenance of,the facility or facilities authorized by the permit.whether in complianceor not in compliance with the terms and conditions of the permit. This indemnification does not extend to any.claims, suits;,actions,or damages to the extent attributable to DEC's own negligent or intenti6nal.acts..or omissions,or.to:any.claims, suits,.or actions naming the DEC and arising.under:; A liclo,1.8 of the,'N York.CivitPractice Laws and Rules,oi any citizen suitor civil rights provision. under:federal or.state laws. Item-B;_'Permittee=s Contractors to Comply with Permit The permittee is responsible for informing its independent contractors,employees,,agents and assigns of their responsibility to comply,with this permit,.including all special conditions while acting as the permittee's agent-with respect to the permitted activities;.and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed:for the permittee: Page 6 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL_ CONSERVATION Facility DEC ID 14738=03928 Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits,approvals,,lands,easements and rights-of- way that may be required to carry out the activities.that are authorized by this permit. Item D:No Right,to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to:perform the permitted work nor does it authorize the impairment of any rights,title,or.interest in peat or personal property held or vested in a person not a party to the permit. i i L J { m Page.7 of 7 O��OF 3a�jyol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road m�ax(631)765,9 5QQ22 r~ P.O.Box 1179 G Q rogerAchert(C�tdwn.sout9old.ny us Southold,NY 11971-0959 �l �O COU OCT 2 7 2021 DD BUILDING DEPARTMENT BUILDING DEPT. TOWN OF SOUTHOLD TOWN OF souTMOLAPPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: �c LL C Name: Ce rr License No.: 9 7 0 _ K JAddress: 1 -78 H z( 606k I�PiVeAr o Phone No.: 31- iSTY 1-Ivbbazl��ecf v'ic o tvvr<Iiv�e i1 z°^ JOBSITE INFORMATION: (*Indicates required information) *Name: Lw.Rcdi'rticc *Address: 6/o ../i cls SSS X-9A cl�r j1J 12"i'1yCAt- IV W I/9S2 *Cross Street: �('� , c _ *Phone No.: 516-S82- 1705 Permit No.: - c q to If`7 Tax-Map District: 1000 Section: ii3 Block: a:g Lot: 0 *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Al_&) CookShwac Acro (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do-you need a Temp Certificate: YES/ O Temp Information If. e *Service Size: 1 Phase 3P 100 15 0 300 350 400 Other =NewSer%(ice�.-: _ Re-connect Underground Number of Meters; . Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82=Request for Inspection Form 00 ao y OGy BUILDING DEPARTMENT-Electrical Inspector c TOWN OF SOUTHOLD CA +� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �4,, �a0�� Telephone (631)765-1802-FAX(631)765-9502 Temporary Certificate # Date_ 10 - Q7 — 2021 Customer Name Electrician Name Addresscksam hone — 418, 609 e-mail 110152 e-mail iarc ` Phone O� O License# E.• O Size_2LOSA Phase 7... Overhead Underground x #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is va' or 0 ys f�date Authorized by o �SUf�p�k O BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 1' Southold, New York 11971-0959 G4% p�� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.gov — seand(cD_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: v t License No.: W rA _Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: (j Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: 0 YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT Address: Switches Outlets G FI's Surface Sconces H H's A UC Lts Fans Fridge �'. HW I Exhaust Oven W/D 1 Smokes DW I Mini Carbon Micro Generator Combo Cooktop Transfer !\C AH Hood `� Service Amps Have Usec )pecial: :omments f r' i _0-(1T-Le �T-i 14 )IT'S 3 s ,413- Srn Of� e- e Cam �� Smv 1 e cv - dle- r Akc 9 - 1 -% � Aw� �ri 1� G,. Town Hall Annex ' V y Telephone(631)765-1802 54375 Main Road r Fax(631)765-9502 P.O. Box 1179 coco Southold, NY 11971-0959 . �9 BUILDING DEPARTMENT - NOTICE OP UTILIZATION OF TRUSS-TYPES C-O.NSTR �CTIO�I, PREWENGINEEREQ,. - WOOD CONSTRUCTION AND/OR TIMBER_CONSTRUCTION_ Date: 7-3-20. Owner: Caroline Toscano Location of Property: 6.10 Jacksons Landing, Mattituck, NY 11952 Please take notice that the (check applicable line): X New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) X Floor and roof framing (FR) Signature:. Name (person submitting this form): Caroline Toscano Capacity(check applicable line): X Owner Owner representative TrussReg15.docx Effective 1/1/2015 BUILDING DEPARTMENT ��gc;�FfalXco TOWN OF SOUTHOLD w ,?;. Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX (631) 765-9502 Date SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS COMMISSIONER 335 YAPHANK AVENUE YAPHANK, NY 11980 Dear Sir: In accordance with Section 239f of the General Municipal Law of the consolidated Laws of the State of Name &Address of Applicant olv-o �;�� ,�� 3 ( j�J'g --L_)0CnJ p� has applied to the Town Of Southold for issuance of a permit in reference to property located on the: S )I( side of \,,, IS �n�i` C.R. Distance p ��- � �+-�., �� t�oa� N S E W Village Mat,-�; �,,y`o� Town *_ As shown on the attached survey or site plan (3 copies needed), dated We shall withhold further action on this application for ten (10) business days for the aforementioned Section 239f Very Truly Yours, Building Permits Only Building Inspector Date: APPROVED / DISAPPROVED / APPROVAL WITHHELD to the Town/Village pursuant to the General Municipal Law subject to the stated conditions: SUFFOLK COUNTY DEPT. OF PUBLIC WORKS By: CHIEF ENGINEER NOTICE COVENANT TO THE DEED DECLARATION THIS DECLARATION,dated I day of_ Cly. ,200k is made by.! GCv o I,.,c— -T x,t, p (hereinafter the"Declarant"),whose address is ae _,00 A Qr4'., !- e. . r��,. wj � ;N WITNESSETH WHEREAS,the Declarant is the owner of certain real property located in the Town of erg, County of Lk. , State of New York,Tax Map#District too- ,Sectionit3.00,Blockoua , Lots) oo8, xx) which real property is more particularly described in Exhibit A annexed hereto (hereinafter referred to as the"Property"); and WHEREAS,the Property is situated in or adjacent to regulated tidal wetlands which have been inventoried and mapped by the New York State Department of Environmental Conservation(hereinafter ADepartment@),pursuant to Environmental Conservation Law(hereinafter"ECL")Article 25(also known as the"Tidal Wetlands Act")and Part 661 of Title 6 of the New York Code of Rules and Regulations (hereinafter"6 NYCRW);and t WHEREAS,various activities conducted both in and adjacent to tidal wetlands are regulated by the Department pursuant to ECL Article 25 and Part 661 of 6 NYCRR and require written authorization from the Department prior to being conducted; NOW,THEREFORE,in recognition of the Department's jurisdiction as set forth above,it is the responsibility of a party having any right,title,or interest in the Property,to obtain from the Department or any successor organization,a current description of all activities which are regulated pursuant to ECL Article 25 and Part 661 of 6 NYCRR,and to obtain written authorization from the Department prior to such regulated activities being conducted on the Property. Regulated activities include,but are not limited to clearing of vegetation;application of chemicals;excavation;grading and filling; dredging;erection of structure's;construction or reconstruction of shoreline erosion structures;and construction and reconstruction of docks and bulkheads. ,�7--- By: STATE OF NEW YORK ) )ss. COUNTY OF 4•ePr-N S ) On the IOC day of M .J-, in the year 2P i,before me,the undersigned,a Notary Public in and for said state,personally appeared 0--leni i,%r- .. ,personally known to me or proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity,and that by his signature on the ins ment,the p on or a tity upon behalf of which the person acted,executed the instrument. NOTARY PUBLIC hitlig M.13lake Notary PIla State of New York Re0#01 #01 BtM4 L602S3 Quat[fied In Queens County �ph'�an 06I011 z0z3 4, Y DECLARATION OF COVENANTS THIS DECLARATION made this 10th day of March, 2021, by Caroline Toscano, residing at 31 Edgewood Drive, New Hyde Park, NY 11040, hereinafter referred to as "DECLARANT(S)II: W I T N E S S E T H WHEREAS, DECLARANT(S) is/are the owner(s) of certain real property located on 610 Jackson Landing, Mattituck, Town of Southold, County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section 113.00, Block 04.00, Lot 008.000 designated as Lot#6 on a certain map entitled "Map of Jackson's Landing" and filed in the Suffolk County Clerk's Office on March 28, 1969 as Map #5180, hereinafter referred to as the Property; WHEREAS, the Property is situated on lands within the jurisdiction of the Board of Trustees of the Town of Southold (hereinafter the "Trustees") pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor, and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted; WHEREAS, the DECLARANT(S) therefore made application to the Trustees for a permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities; and WHEREAS, as a condition of the granting of a Wetlands Permit to undertake such regulated activities, the Trustees required that a twenty- five (25) foot "non-di'sturbance buffer" adjacent to and landward of Howards Branch of Mattituck Creek and a twenty-five (25) foot "non-turf buffer" adjacent to and landward of the aforementioned non-disturbance buffer; and WHEREAS, the DECLARANT has considered the foregoing and has determined that the same will be for the best interests of the DECLARANT and subsequent owners of the Property. NOW, THEREFORE, the DECLARANTS) do/does hereby covenant and agree as follows: 1) Upon the substantial completion of the aforementioned permitted activities there shall be established and perpetually maintained twenty-five (25) foot "non-disturbance buffer" as defined by Chapter 275 of the Town Code: to wit: "A vegetated area, as designated by the Board of Trustees, immediately landward of the wetland boundary, shoreline structure, or other line designated by the Trustees where no operations, maintenance, placement of signs or other activities may take place, except that man-made debris may be removed from such area by hand without the permission of the Board of Trustees". An application for a wetland permit may be submitted for the removal of harmful, "invasive" or non-native vegetation; and as depicted on the Site Plan dated January 5, 2021 and stamped approved on January 12, 2021, see Exhibit A attached; and 2) Upon the substantial completion of the aforementioned permitted activities there shall be established and perpetually maintained twenty-five (25) foot "non-turf buffer" as defined by Chapter 275 of the Town Code, to wit: "A designated area where turf grass, pesticides and fertilizers are not permitted, immediately landward of the aforementioned `non-disturbance buffer"' as depicted on the Site Plan dated January 5, 2021 and stamped approved on January 20, 2021, see Exhibit "A" attached; and 2 D 3) These covenants shall run with the land and shall be binding on the DECLARANT(S) , his/her/their heirs, assigns, purchasers, or successors in interest and may only be modified after a public hearing and upon resolution of the Trustees. IN WITNESS WHEREOF, the owner(s) has/have duly executed this instrument this 11th day of March, 2021. OWNER'S SIGNATURE STATE OF NEW YORK ) COUNTY OF QUEENS ) ss: On the 11th day of March, in the year 2021, before me the undersigned, a Notary Public in and for said State, personally,appeared Caroline Toscano, personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity, and that by his/her/their signature(s) on the instrument, the individual or the persons on behalf of which the individual(s) acted, executed the instrument. ��,UO &4 Nota y Public Julla .Blake VIER►'Public State of New York .Rsg#01BL6025843 Quidtfied in Queens cAourft on 0810u OZ 3 Fidelity National Title INSURANCE SERVICES,LLC TITLE NO: 7404-011273 District: 1000 Section: 113.00 Block: 04.00 Lot: 008.000 Town of Southold,New York Gentlemen: FIDELITYNATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by Caroline Toscano and his/her predecessors in title since prior to 01/01/197 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: April 22,2021 FIDELITY NATIONAL T E INSURANCE SERVICES,LLC JEAN . Sworn to before me this 22nd day of A r21 Notary Public i��lir:ULL ��'f,WIVID0 j\jotaly Public, State Of New y0fit N,.o?PA6096161 ►ttalifier! tri yliff'011K Ooun"V 24 Commerce Drive 9 Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. 7404-011273 STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) JEAN DUVA,being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-113.00-04.00-008.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 01/01/1997. SUBJECT PREMISES: 1000-113.00-04.00-008.000 Hedwig Gasser, as surviving tenant by the entirety of Liber 10408 cp 26 William Gasser, deceased Dated: 08/03/1987 TO Rec'd: 08/31/1987 Linda Poznack and Phyllis Baity Linda Poznack and Phyllis Baity Liber 12185 cp 741 TO Dated: 05/03/2002 Michael Savino and Dana Savino, his wife Rec'd: 05/14/2002 Michael Savino and Dana Savino,his wife Liber 12621 cp 559 TO Dated: 03/30/2010 Eric L. Koenig and Joanna Koenig,his wife Rec'd: 04/09/2010 FIDELITY NATION TLE INSURANCE SERVICES,LLC Sworn to before me this JEANn 22nd day of April21 Notaryis Maty PUblic. Stea',`.e of!'levy YOM' Gln ()P-PA6 aualffied Ire Sljllol!'� ".rjirP.C'. 24 Commerce Drive 9 Riverhead,New York 11901 • (631)727-0600•Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Eric L. Koenig and Joanna Koenig,his wife Liber 13066 cp 705 TO Dated: 07/05/2020 Caroline Toscano Rec'd: 08/07/2020 LAST DEED OF RECORD PREMISES NORTH: JACKONIS LANDING PREMISES EAST: 1000-113.00-04.00-009.000 Joan Zeisler Liber 11751 cp 687 TO Dated: 11/16/1995 Stuart D. Wechsler Rec'd: 11/27/1995 Stuart D. Wechsler Liber 11868 op 322 TO Dated: 11/06/1997 Erica Arbron Rec'd: 12/17/1997 Erica S.Arbron Liber 11934 cp 224 TO Dated: 11/14/1998 Robert Snow and Rose Snow,joint tenants Rec'd: 12/15/1998 Robert Snow died a resident of Suffolk County on 11/27/2004,leaving surviving spouse Rosemarie Banks Snow. Rose Snow, as surviving tenant by the entirety of Robert Liber 12705 cp 471 Snow,who died on 11/27/2004 Dated: 08/23/2012 TO Rec'd: 09/18/2012 Allan Rin and Lynda Dobrin,husband and wife LAST DEED OF RECORD FIDELITY NATIONAL LE INSURANCE SERVICES,LLC Sworn to before me this IEANr) 22nd day of U,2021 -,LP Notary,P616lic 24 Commerce Drive•Riverhead,New York 11901 • (631)727-0600•Fax: (631)727-0606 Y L ='I'I Fidelity National Title INSURANCE SERVICES,LLC PREMISES SOUTH: WEST BRANCH OF MATTITUCK CREEK PREMISES WEST: 1000-113.00-04.00-007.000 Paul Galgan and Charlotte Galgan,his wife Liber 10062 cp 205 TO Dated: 06/06/1986 Michael Clark Rec'd: 06/19/1986 Michael Clark Liber 11847 cp 850 TO Dated: 08/11/1997 James W. Clay and Mary E. Clay Rec'd: 08/22/1997 James W. Clay and Mary E. Clay Liber 12522 cp 489 TO Dated: 08/29/2007 Vasilios Tsoumas and Kathy Tsoumas,his wife Rec'd: 09/14/2007 Vasilios Tsoumas and Kathy Tsoumas Liber 12912 cp 663 TO Dated: 04/26/2017 Michael Perivolaris and Katherine Perivolaris,as tenants Rec'd: 05/16/2017 by the entirety LAST DEED OF RECORD FIDELITY NATIONAfj NATION7E ,SURANCE SERVICES,LLC Sworn to before me this JEAN A 22nd day of April,2021 Notary Public NICOLE PAWM130 +icftry Public,State Of New Yora >dn.02PA6056161 Qualified In su i)Ik OoUnt±, 24 Commerce Drive• Riverhead,New York 11901 • (631)727-0600•Tax: (631)727-0606 , R 1 Fidelity National Title Insurance Services 7404-011273 Remit Payment To: Fidelity National Title Insurance Services, LLC 24 Commerce Drive Riverhead, NY 11901 INVOICE Phone: (631)727-0600 Fax: (631)727-0606 Due upon receipt Thomas N.Toscano, Esq. MBA 73-10 Edsall Avenue Glendale, NY 11385 Order Number: 7404-011273 Invoice Date: 4/19/2021 Invoice Number: 7404-011273-1 Operation: 01030.431004 Buyer/Borrower(s): Seller(s): Thomas Toscano and Caroline Toscano Title Officer: Jean L. Duva Sales Rep: HOUSE Property Description (1): 610 Jackson Landing, Mattituck, NY 11952 District: 1000, Section: 113.00, Block: 04.00, Lot: 008.000 Acct Code Description Amount 5761 *Variance Search 650.00 Subtotal: $650.00 Sales Tax(8.62500%): $56.06 Invoice total: $706.06 Less payments received: $706.06 Balance due: $0.00 Thank you for the opportunity to serve you. Please return a copy of this invoice with your payment 7404-011273 Invoice 1 generated on April 22,2021 10:07 AM by-JLD 1 of 1 pF SOU�yol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �Q �yCOUM(`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Caroline Toscano 610 Jacksons Landing Mattituck, New York 11952 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 610 Jacksons Landing, Mattituck, New York TAX MAP NUMBER: 1000-113-4-8 Pursuant to Section 144-8 of the Town of Southold Code, you are hereby notified to immediately suspend all work until this order has been rescinded. BASIS OF STOP WORK ORDER: During construction under BP 46117 issued 4/22/2021, a foundation location survey was not submitted. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When the foundation location survey has been submitted and approved and certifications for first and second foundations, framing and strapping has been submitted and approved. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE IMPRISONMENT OR BOTH. DATE: July 7, 2022 Jhn . Jrki S nily iin Inspector IT SHALL BE UNLAWFUL TO REMOVE HI NOTICE WITHOUT WRITTEN CONSENT OF THE ISSUING AGENCY. SEP 0 S 2022 Thomas and Caroline SUILUING DEP Toscano TOWN OF S0UTH--)I.r, 610 Jackson Landing � Mattituck,NY 11952 718-303-3277 Town of Southold Building Department Town Hall Annex Building 54375 Route 25, P.O. Box 11779 Southold, NY 11971 •. August 26,2022 Re: New engineer and contractor for 610 Jackson Landing, Mattituck,NY 11952(Project) To Whom it May Concern: Please be advised that effective August 10,2022, Binkis Property Development LLC is the new contractor on the Project. Also,effective August 15,2022 James Deerkoski-P.E. has assumed responsibility for the plans on the Project. Very truly yours, Thomas N.Toscano rf .yV' `'.�, •. :.yam .:x`.`w. !t„�P ,x' ' ..�':.v, `,v.. '\:r - - •,"�,y'` x. -ti;*`•ill, ..�,r . y.? • RTY `MT 'k TT `• •. O �JJE'. L a ' lY l Ll" T L. T y"kd. 't�: „.. ry �7 ..�.r .ty -` - C7.C€,TI-lo -1) .�-y •1:197:i .,.N+.iE^�` ,11•. '1L-17(c .�.0��t. Name; Tom, Caroline Toscano'(Qvuner�, Addr..ess :61.:0 Jackson Landing :Mattitu.ck; 'NY 11952 :Phone: 917-440--09,1:6 i` Contact:,Tam Toscano f; Date. 7/1.2%2022 Bary%es to.be provide b. ,,B,Mn is Prd: art: ' D euelo° . t amt LSC P ` Y p Yp (ConfiractorI:: 1 . 00htract'o'r,agre' es'to cori-mplyWith all local.fIS, ordinances, Mi�l.e:s,..r•e'gu'I` tions,-'arid `codes. 2: Al"ins urances ,are:to .be ca *0 by ,.Contractor:and`:sub. contractors; incl.udin ,,co:n " :.and :,.enerai'li:abil-*t.:• iniith`a<c %rnb ned 9 pY insured amount'ofd na. less than5,000: 0.00:00 I & :Contractor>sl all pay- or all;;ea.uiprrient an:d; labor used;in connection With,contractor's work, 4. All- material ls' used is: toi be,,.p:'fohased and .,suppli.ed' Icy Contractor.except;wrndows:, two,exterior"docirs:,,:appliances; and_ P hanging tropane:heater"for' garage: 5. All.debris will'be removed from job site. ,6. Al].,neighboring properties will beprotected as required during the work. 7. Any damage to the n,eigh.boring properties is the responsibility of the.Contractor.. Changes in the,scope of Work 1 . -Owner shall notify Contractor- promptly of any changes in the Cont, ptar's work consisting of additions, deletions or other revisions, including those re..quired by modifications. 2:,. Contractor shall prepare a schedule of changes., adjusted costs:and payment terms. 3. Customer and Contractor agree on changes, adjusted costs and, payment.terms. 4. Contractor shall apply to customer for payment of such work as, outlined in; payment terms. If payment terms are not defined, payment is due upon. completion of work. Safety and environmental matters 1,. Contractor shall take all necessary safety Precautions for,the, safety-of.-the. persons or property, in accordance.with this co.ntract., 2. .Contractor agrees to comply with all federal, state and local laws; ordinances, rules, regulations, and codes.required to performing Contractor's work. Insurance Contractor shall purchase and maintain insurance of the types of coverage and limits of liability required from Contract Date until i final completion. , Commencement and completion dates The commencement date of the contract shall be the date thereof unless otherwise indicated and shal'I be completed no later than the completion set forth. p (Weather permitting) .*Commencement date will be determined by signed proposal and actual issuance of permit if needed. Inspections All inspections will be set through Contractor and s'Ub= contractors as needed to proceed with„these projects. Framing All remaining interior and exterior framing is to be completed by Binkis Property Development LLC. The framing will be donee using materials the architect proposed for as per the final plans. All garbage from this project will be disposed of by the Contractor. Cesspool and wells All septic tank, cesspools, and storm water tanks and piping are to be completed by Contractor as per approved plans 'along with the grading. Driveway and curb cut will be graded so that sedans and, coups will not scrape. Propane. Installation of all propane gas lines including line for propane appliances,.fireplace, barbecue, and.run for future fireplace.to `r southeast corner of master bedroom. Insulation 1nsulationto.,be..installed by the Contractor flash and bat and in: compliance with Home Energy Solutions specifications, : .Electric 'All electric is to be installed as per plans by Contractor. Included (30Q..amp services, outlet for Tesla, charger,, panels, meter, o:utlets,.switches, lighting,, septic system). Any chandeliers are to be an extra cost and are to .be purchased by Owner. HVAC HVAC:is to.be completed per Owners request including changes made from original'estimate given to Gennaro Renovations dated August 23, 2021 . Any options or additions to the original estimate (price.of $35,000) to be paid by Owner. Plurnb.ing Plumbing.will .be completed as per approved plans including (all -,bathrooms, kitchen, appliances and sink, interior faucets, heating unit, water unit anal .all other finished fixtures) .Driveway The.-driveway is to be graded and, leveled with RCA as a base. : and.blue stone/gravel as finish top. Any border will be, at the expense of the°homeowner and installed by Contractor. Owner - can change the color of the stone/gravel and will pay the difference ,b.etween the selected stone/gravel and specified blue stone/gravel. Steel Flitch Plate The plate and bracket required in the basement will be priced upon receipt of stamped engineer drawing. Owner is responsible for the cost of the stamped engineer drawing, the fabricated steel, and the'labor cost of installation. Carpentry Contractor is responsible for all interior and exterior work such as: installations and applications to building code on 1 . Window and door moisture 2: Anderson windows 3. Seal windows 4. Doors 5. Seal doors 6. Exterior window and door trim 7. Siding 8. Cap and fill all holes in exterior trim 9. Excavation and drainage „10. 5/8" mold resistant sheetrock {bathrooms} 11 . 5/8" Tile sub straight 12. 5/8" gypsum board in proposed areas 13. 5/8" sheetrock 14. Tape and spackle all walls and ceilings 15. Sand and paint all walls and ceilings. 16. Base, window, and door trim throughout 17. Paint all trim 18. 'Flooring {underlayrnent if needed depending on floor"} .:..: 19. Kitchen Cabinets {pre-assembled} 20. Kitchen hardware 21 . Insulate walls and attic to code 22. Mud all tiled floors I' 23. Bathroom the 24. Bathroom shower pans 25. Bathroom fixtures 2G. Bathroom framelesss, glass doors,and panels 27. Interior staircases 28.. 2 standard Garage doors with Liftmaster internet } controlled openers. Any upgrades as Owner"expense Electric material, service, and installations ' 30'. HVAC material 31 : Plumbing, materials and installations $2. Driveway and ,property grade and stone install in driveway/walkway 33. Provide garbage pickup and porta potty's 34. Attic Stairs widened as much as reasonable, .as ap,proved by. Owner. 35: Attic li . ghting. .Motion sensor:if cost less than ,$100 with. any addition cost paid for. by Owner. 36. Gutters with leaf guards approved by Owner. 37: Contractor not .responsible for chimney in plans as it 'has been removed. 38. Staircase and .railing interior/exterior 39. wainscotting on fireplace build out pipe chase..up;to. ceiling in the great:room. 40. Two inch stone stairs to front door with railing and electric radiant heating elements under stone. 41 . Concrete stairs to east side entrance with railing. Material Details Counter tops: Quartz or material,of equal value F Tile 1) Bathroom floors 2) :Bathroom Showers 3) Kitchen Backsplash 4) laundry'area with floor drain. 5) Master bathroom only, tiled floor in master shower: Solid .finished wood flooring with type and color approved by. Owner: 1. Entire first floor EXCEPT" Bedroom #1 , Bath 1 , Laundry room and hallway between Laundry Room and Bath 1 2. Entire second floor carpeted EXCEPT areas outside bedrooms and bathrooms to be solid wood flooring:if a: closet door opens to a hardwood area, the closet,is,also hardwood. 3. Hallways first and second floor 4. Matching stair treads 5I- J r ,5 Carpet 1) Bedrooms per Owner's request Kitchen Cabinets (including butler pantry off dining room) 1) Kraft maid cabinetry or material of equal value ($101000.00 Budget) Bathroom fixtures 1�) .Kohler standard collection or material of equal value Toilet, tub, faucets, shower fixtures as per attached fixture specifications provided by Owner. Master bathroom tub $2,500.00 budget. Any additional at Owners expense. Bathroom vanities 1) Kraft Maid cabinetry or material of equal value Kitchen fixtures 1): Kohler standard collection or material of equal value as per attached fixture specifications provided by Owner. 2). stainless steel. sink of choice. Appliances at Owners' expense: Refrigerator, range, single wall oven, microwave, dishwasher, washing machine, pedestal washer, dryer, range hood reverse osmosis filter with line to refrigerator icemaker, at least one sink, and potfiller over stove (filters to be installed on a shelf in garage, conditions permitting). Fireplace Owners.expense for fireplace purchase, installed by Contractor.. Siding-complete work from prior contractor and install with windows so there is no gap. All flashing done so there is no water penetration with decks. 1) Vinyl .cedar impressions on front of home 2)-Vinyl clap board on sides and rearof home Columns 1) Permacast columns Electrical 1) Decora style outlets and switches of construction and up to 10 outlets"with both. USB A and C charging, ports with location "to be specified, by"Owner. Any upgrades with be at Owners.exp,ense.. : 2) Interior.and Exterior lighting as specified in plans 3) Fire and carbon detectors wired as specified on plans 4)Wiring for central vacuum (vacuum to be purchased, and installed at Owner's expense) 5)Wiring for-roll-up awning (awning itself and installation costs to .,be.paid for by Owner) HVAC 1) Trane Dehumidifier 1) Aprilaire { wifi system at an extra cost to ) Windows 1) Anderson 400 series as per plans (labor only material supplied by Owner). Contractor responsible for inspecting windows for damage upon delivery and. rejecting same if damaged. Doors 1) JELD-WEN, Thermatru, Masonite; Anderson and Pella install only. Owner is'respobsible for purchase of two'exterior doors (excluding garage doors). Contractor is responsible for interior doors and garage doors. Paint 1) Sherwin Williams Boiler 1) weil mclain or naviant system with indirect fired hot water - heater, selection to be discussed with and approved by Owner Plumbing 1) uponor pex 2) brass fittings 3) .copper piping in specified locations 4) Slop Sink in garage 5} 5 Hose bibs-interior or exterior, as specified. by Owner. . These above-mentioned interior and exterior .duties are including the rooms an area mentioned below let floor 2nd floor Cellar . 1). Living room 1) Bedrooms #2,3,4,5. 1) open cellar, 2) Laundry 2) Bath" #3 & 4 Space 3) Bath #1 3} Deck #2 2) 2,.Car Garage. 4). Bath #2 4) Staircase 5) Family room 6) Great room' 7) "Closets, including lighting specified by Owner (motion,senso'r), and, shelving, as specified by Owner. Premium shelving, such as . California closets, at additional cost to Owner. 8) Entry Way, 9) Dining room 10) Deck.#1, 11) Stairway 12) Bedroom -#1 13):.Rantry 1.4) Kitchen Driveway , Walkway Property 1) Grade 1) Grade 1) Tree removal 2).:RCA 2) RCA 2) Grade 3) Blue stone/ Gravel 3) Blue stone/ Gravel Total ;$4301-000.00 See schedule of payments attached. Down payment at the time of signing or removal of stop work: order $34.000:00`:. ` Payment due at time of CO and JSD inspection passed $50,000.00 Final Payment due after punch list 'items resolved. Owner to provide.punch list within sixty (60) days of CO issued. $10,000.00 All custom-built additions or specialty materials'will=be at an extra cost to the Owner. All changes will be written form and signed by both the-Owner And Contractors involved. .. Afl Owner's please sign below if all term's and payments:are in agreements .:...:. .,.: t h f ures on a ollowi . _ Signa t 'ng page , For Owners: Name::-_C:aroline ToscanoNarne:Th.ornas N Toscano::Date:B%-1-Q22' n ' . S'i nature: Sig azure g- .For Contractor:. �---. Name :_Kevin Binkis: Si nature AA, - .Ariyui aicl lialance over 3oelays:will'b'�.:suUject,.:to::1.:�5% interest. th:argeon.az lu u: l lias s, c+crt eci,:ln;o�ltl lv% Please wake all checks payable to trri'kzs Pro��.e ty D'e\relo.pmerit L .C. 610 Jackson;Landing,'Project Schedule and Costs-for Contract executed.August 10,2022 Item Amount Notes. :, Install.and<complete.cesspool in working order,water to the house turned on $35,000 :Resolve-all framing issues,-including steel in.garage and get framing inspection $30,000 C <o Garage floor poured and garage doors.instafled $20,000 Install all windows and finish siding and stone on front of house $15,000 Finish all electric roughing and get,rough.inspection, house has electric service $25,000 -Finish all plumbing roughing and.get_tough inspection $8,000 Complete'HVAC install, including furnace and hot water heater $25,000 Insulate.house. er.JSD $20;00,0 p Sheetrock house with 5/8s throughout,to code,spackle and paint ready $35,006 tO Install all cabinets throughout-house.(kitchen, bathrooms, butler pantry) $20,000 Install all interior doors $10,000 : a Install all plum bingfixtures, appliances, including reverse osmosis filter in kitchen.All work done in -. mechanical room in cellar,all countertops installed. $8,000 Electric finishing $51000 Hardwood floors installed and finished. $15,000 All interior"trim work completed including both interior staircases $20,000 All.interior;painting, including exterior doors $20,000, All exterior steps completed (3 sets), railings installed on stairs and "decks, driveway graded with stone $25,000 Total $336,000 Down.payment.on later of contract or stop work order removal $ 34,000 Payment on CO afterJSD inspection passed $ 50,000 Punch list to be,provided 60 days after:CO,when items resolved $ 10,000 . . Total,payments $430,000 . Extras FixtureSpecificatfamfor 20220810 ccnlract.- REM.. OUANM ROOM. DESCRRrIIONt. SKU _ NOTES - WHIRLPOOL BATHTUB I UPSTAIRS MASTER BATH UNDERSCORE 72 X 42 OVAL HEATED WHIRLPOOL BATH(DRAINASSEMBLTSOLDSEPARATELY) K•57164144 WHITE-SPECIAL ORDERS TO 13 WEEKS' TUBFAUCET I UPSTAIRSMASTERSATH DEVONSHIRE DECK MOUMBATH FAUCET - K-7398-4 POUSHMCHROME - RAINHEAD 1 UPSTAIRSMASTERBATH 12'RAIHHFAOWITH KATALYST2S GPM K-13690-CP POUSNEDCNROME' HANOSHOWER 1 UPSTAIRS MASTER BATH BANCRGF`2.5 GPM HANDSHOWIDII KR - K•22176-CP - POUSHEDCHROME' - I UPSTAIRS MASTER BATH BANCROFTVALVETRIM- POLMEDCHRONM _ ALCOVEBATNTUB 1 UPSTAIRS BATHROOM, 17MNX THIS ISALREADYINTHEHOUSE - WHITE BATH SPOUT 1 UPSTAIRS BATHROOM OEVONSIIREBATH SPOUT X.373 POUSHMCHROME SHOWER 2. UPSTAIRS&DOWNSTAIRS BATH GEVOH14IREPRES3UREBMNNCEO SHOWERSISTEM KSSONemWha/ATHSCP, PDUSHEOCHROME - UNOERMOUNTSINK&hueA S BATHROOM DE%13?MIRE181/8'UNDMLIOUNTSINKor267187 X-3944/K-2336 WHITE PFDESTALLSINK 1- BATHROOM? OEVORSHIRE24•PEDESMALSINK _ K-2286 WHITE. FAUCET 1 BATHROOM OEVONSHIREWIDESPREADSINKFAUCET K-3944 POLISHEDCHROME TOILET 0 BATHROOM OIVIOPMURE. K-0437 WHITE EIONGATEDTOILETSEAT 4 SAMROCM KGNEERSTONLW000 K•20466 WHITE. . UNDERMOUNTSINK 1 KITCHEN UNOERTONE23x17x9la SMAUNRERSTAHT K-33254HCF STAINLESSWFEIL UNDERMOUNTSINIC 2 XITCHENISLAND UNDERTONE195/Bx19S/B K-333S- STANLESSSIEEL FAUCET 2 KITCHEN BELLERASU[GLEHOSEFAUCETWRN PULL DOWNSPOUT K-S60VS VIBRANTSTANUESS 24•TOWEL BARSIL TORETPAPER HOLDER 4 DEVORWRE _ - POLRHLDCHROME MFDICINECABINET 1 DOWNSTAIRS ARGHER20x31NDDICINECAILINET K-107341A NEWTODISCUSSHOWM4I6WOFTHESETOPURCNASE AI)ORIQNAL• - . NOT/OOLD FILTEREDWATER DISPERSER L.- REVERSEOSMOSIS WATER FILTER? Thoinas N.Toscano and Caroline Toscano 610 Jackson Lancing MatUtuckg NY 11952 August 10,2022 Binkis Property Development LLC PO Box 835 _ Southold,NY 11971 Att: Kevin Binkis,President i Re: 610 Jackson Landing, Mattituck.New York 11.952(the"Premises") Dear Binkis: The purpose of this letter agreement is to confirm the proposal ("Probosal") submitted by Binkis Property Development LLC. ("Contractor")dated August 10,2022' and accepted by us(collectively"Owner") for the construction of an approximate 3,242 square foot two(2)story residence,plus deck and porch entrancespace(the"Residence") at the Premises subject to the terms below. 1. The Work " ' aContractor shall construct the Residence in accordance with the plans; ` specifications,notes and drawings prepared by Car'melhill Architects,by Edward Koenig dated January 31, 2022; constituting revision 10 (hereinafter collectively "Plans") i Contractor shall purchase and install all equipment and fixtures, lines, conduits, etc.set forth in the-Plans except specifically stated shall be purchased by Owner,delivered to the Residence and then installed by Contractor. All work required to construct the Residence is herein referred to as the"Work." AIA Form 104-2017("AIA Form")shall be deemed incorporated into this letter agreement by,reference as-if fully set forth below: The Proposal, AIA Form and,this letter agreement are Herein collectively referred to.,s this "Agreement"). The parties shall construe all of th'e documents in c'omplemehtary•fonn to the maximum degree possible. However,in the event there shall be a coUlict;between the foregoing documents, then the various the documents shall control and resolve such conflicts in the following order of priority: First, in favor of the Plans, then in favor of this letter agreement, then in favor of the Proposal and last, in favor of the Form,All Work shall be of a quality and standard consistent with new construction of luxury homes on the East End of Long Island,and shall comply with all applicable laws,and ordinances, ' directions,'orders,regulations and rules of governmental and semi-govenimental,agencies {"Laws:), b. Contractor has reviewed the Plans and has visited the.Preini •,;Y�' s'es and . ' acknowled es that i the g (} Plans are sufficient) detailed to com lete th y p e Work and.- -determine the Contract Sum (ii)to Contractor's current knowledge there are no`fWA Page 1 of 13 j conditions or any applicable Daws which could frustrate the progress of Work or cause. .:: - an increase to the Contract Sum, 2. Commencement/Completion Workshall commence("Work Commencement")within fourteen(l4).calen4ar days after the later of the signing,of the Proposal'or the removal of,the stop work.6rder, . placed by,the Town of Southold on July 6,2022.The Contractor shall achieve substantial completion ("Substantial Completion") of the Work not later than One Hundred and Eighty (180) .calendar days from the date of Work Commencement ("Substantial Completion Date.") "Substantial Completion" shall be the date when a'permanent'' certificate of occupancy consistent with the Plans. (from applicable governmental, authority, herein a"CO") for the Residence shall issue so that Owner can reside in the Residence,and(ii)all remaining Work items to be performed("Punch List Items")can. reasonably be expected to be completed within sixty(60)days thereafter,and Contractor undertakes to-complete the Punch'List Items within said sixty(60)days. 3. Payments - The payment to Contractor for Work shall be the sum set forth in the Proposal ("Contract Sum"), subject to credits, extras, Change Orders and allowances and other adjustments under this Agreement and shall include state and local taxes,including sales and use taxes. The Contract Sum is a firm price and, except by duly executed Change Order,shall not be subject to escalation. Contractor shall assume the risk:ofgovemmental :statutes or regulations, market conditions, availability of labor or materials, strikes, hardships or any cause whatsoever;including force maj eure,terrorism,riot.or insurrection. ,," . . .., ,. ... a. 'Progress Payment . . i. Payments shall be, made during the progress of Work (Progress,, r Payments'I.upon Contractor's application for a Progress Payment, andin accordance .with the schedule of paymentsf the Proposal,apt-sueh-whedtile �, . U. The Contractor warrants,that title to all Work,covered an by, application Y PP . . for. Progress Payment will pass to the .Owner .on Owner's payment of the Progress., Payment,free:of liens and encumbrances. Contractor shall also deliver to Owner as art; . P- ; of any application for Progress.. Payment, releases' and waivers of lien from ail. subcontractors, sub-subcontractors, laborers, materiahmen and suppliers'with respect,to< completed Work Owner may withhold a Progress Payment in whole or in part, if, in Owner's reasonable determination, Work has not progressed to the point set forth in the Page 2 of 13 ` J application 'for Progress Payment or if there is defective Work. As a condition to payment, Owner may request written reasonable evidence from the Contractor that the Contractor has properly paid subcontractors and materialman for subcontracted Work paid by Owner to Contractor, or that Work has been properly performed up to such Milestone. b. Final Completion and Final Payment -- ' r Upon ' uance of a pe anent,Ceadle d Owner's ap cation therefo"the fifth Progress yment of$30, 3 shall b /�v �� . owever,b'ef a such /S(S p ent,the C tractor shall de ' er to Ow r: (i)fplete execut releases of lien fro ontractor and ea subcontr for and sactor;(ii) certificates which be required,sho mg that th ork has bpected d approved by the per authorities an that it has en performece ` th all Laws;� •'uilt drawings of. e Work; ) all guaranttie bonds, inst tion manuals, diagrams `nd similar it ms with ,respect-to the Work; and (v) y other documents reaso ly required by Owner. 4. Changes in Work and.Change Orders a. Changes in the scope of Work may be accomplished after execution of this., i Agreement by change order("Chante Order")or order for a minor change in the Work. A Change Order shall be required for any change in the scope of Work which will increase . or decrease the Contract Price or change the Work Schedule or anticipated Substantial Completion Date. A minor change in Work will not affect the foregoing, and shall be performed by Contractor if requested by Owner. Contractor may not perform any Work if the's'ame shall be of a nature to qualify for a Change Order,until such Change Order is executed and delivered by Owner. Upon execution and delivery, the Work represented by the Change Order shall be deemed incorporated and part of the Work. b. A Change Order shall be signed by the Owner,and Contractor, and state: (i) The change in the Work; (ii) The amount of the adjustment, if any, in the Contract Sum; and (iii)The extent of the adjustment, if any, to the Work Schedule and in the Substantial Completion Date,as the case may be. I 5. Warran The Contractor warrants that the Work will remain free,from defects in materials and workmanship and fit for the use intended for a period of two (2) years. from Substantial Completion ("Warranty Period.") All manufacturer's and vendors warranties in respect of materials,equipment,fixtures,appliances and personalty shall be assigned, or shall be deemed assigned, without loss, limitation or cost to Owner, upon Page 3 of 13 Substantial Completion. The Warranty Period applicable to cured defective Work shall commence upon the later of Substantial Completion or the curing of such defective Work. 6. Work Schedule a. As soon as practicable after the execution of this Agreement, Contractor shall deliver to Owner a projected schedule for the Project from commencement through Substantial Completion, including projected milestone dates (``Milestones" each'a "Milestone')for which a Progress Payment shall be applicable. The projected schedule ("Work Schedule") shall be a reasonable schedule of all Work required so that Wo"rk will°be Substantially Completed by.the Substantial Completion Date. b. ' Upon review and acceptance of the Milestones by Owner, the Work. Schedule shall be deemed to be part of this Agreement.The Contractor shall monitor_the progress of the Work for conformance with the Work Schedule and shall promptly,advise the Owner of any delays or potential delays. The Work Schedule shall be updated.to reflect actual conditions or as requested by the Owner.. C. Contractor shall conduct a Premises inspection with Owner or'his agents, when requested by Owner but no inspection need occur more than once per week. If the Owner reasonably determines that Contractor's performance of Work shall not likely meet a Milestone, or has otherwise not progressed to timely perform by the Substantial Completion Date, then Owner may direct the Contractor to, and Contractor shall, take, . corrective measures necessary to expedite the progress of construction,including,without limitation, the following (collectively, .the ("Extraordinary Measures") to.achi.eve. timely completion by the Substantial Completion Date,including:(i)working additional shifts or overtime,and(ii)supplying additional manpower,equipment.and facilities.$uch, Extraordinary Measures shall continue until the progress of the Work complies with.the Work Schedule. Unless any failure to complete,the applicable portion oft he Work.as of ; a Milestone is caused by any actor failure to act by Owner the Contractor shall not be;. entitled to an adjustment in.the Contract Sum in connection with Extraordinary Measures. d. If Contractor shall not timely perform the Work substantially in accordance with the Work Schedule then,unless good cause is shown,Owner may declare Contractor in default of this Agreement. For the purposes of the foregoing,good.cause shall include labor strikes,casualty,unavailability of materials and extra,work or•Change Orders by Owner,to the extent the foregoing shall cause a delay of Work. 7. Termination a. Contractor or Owner may,'by written notice,terminate"this.Contra tin the event ofa default by the other party,,provided that the defaulting party shall have the right to cure such default within twenty(20) days after service of such notice. This Contract Pale 4 of 13 will terminate.on the termination date set,forth in such notice;provided such termination date is atleast twenty(20)days from the date of service,and the default has not then`been cured,.Any such default and-termination notice shall specify the grounds on default: b. In the event of termination"of.this,Contract prior to final'compietioir of .I Work, Contractor shall, upon such termination, (a).assign and transfer to Owner all, materials;equipment,tools,plant and facilities for which payment has or will be made under this"Contract'and take all such action'as Owner may require to fully vest in Owner the rights of the Contractor in and to the same, in default of which the same shall be deemed so assigned to Owner;and(b)cancel,as directed by'Owner,all other contracts, orders-and commitments. 8. Time.Limit For..Claims If the Contractor wishes to make'a Claim for an increase in the ContractSuni or an ektdnsi6n of time,'the'Contractor must-notify the Owner in writing within thirty.(30)`. days-after(i)occurrence of the event giving rise to a Claim or(ii)after the Contractor first recognizes the condition giving rise to the Claim,whichever is"later. Failure to so i .. timely notify Owner shall be deemed acceptance of such condition by Contractor and waiver of such claim. - 9. Project Site Condition a. During'the.course of Work,Contractor shall remove all demolition debris; refuse and waste to'the reasonable satisfaction'of theOwner and legally dispose of the same accordance with all Laws. Owner shall have no liability to Contractor-,nor10.2ny subcontractor or.materialinan for damage or loss to equipment,tools,or fixtures material,. " or supplies otherwise stored at the Project,and Contractor,subcontractor or materialman;.. as the case may be,shall each assume the risk of loss or damage with respect to the same: . b. Substantial Completion .shall include Premises cleaning. as .'follows:. Contractor shall leave all floor surfaces in a broom-clean condition and with all interior surfaces cleaned. and undamaged Contractor shall perform the following final cleaning for all trades at the completion of the Work: (i)remove temporary protections;(ii)remove marks,stains,fingerprints and other soil or dirt from painted,decorated and natural finish woodwork and other Work; (iii) remove spots,plaster, soil and paint from ceramic tile; marble,and other finished materials, and.wash or,wipe clean;,(iv)Clean fixtures,:cabinet . Work and equipment;,removing stains,paint,dirt and dust,and leave same.in undamaged; new condition; and (v) clean installed equipment and fixtures in accordance with- recommendations of the manufacturer,and(vi)bring hard surfaces to sheen: Page 5 of 13 11. Insurance/Casualty (a) As a condition of Work commencement,Contractor and all subcontractors. - shall provide Owner with insurance,certificate(s),at Contractor's cost,covering the Work to be performed, in the amount and in the coverages and from insurers reasonably- approved easonablyapproved by Owner,but in the minimum coverages provided below: (i) Worker's Compensation Insurance, disability benefits and employers' liability coverage in accordance with the laws of the State of New York; ,Comprehensive General.Liability Insurance in the minimumamqurits.of.. . $2,000,0.00 per occurrence for bodily injury liability,and property damage. - liability combined; (iii) Comprehensive automobile liability coverage for all owned, non-,owned and hired vehicles in the minimum amount of$1,000,000 for bodily injury; (iv) All-risk umbrella liability coverage with a minimum,limit of$5,00.0,0.0.0, y. but this shall not be required if primary comprehensive.insurance shall already cover for this sum; (v) Builder's .Risk. (all-risk),policies for ground up.construction to the full insurable and replacement value of.completed Work from, time to time. Builder's Risk insurance shall insure against the perils of fire, .theft, extended coverage, vandalism, windstorm, earthquake ,and malicious... . mischief,and,among other things,shall cover ordinance and law,damage to construction material, temporary structures, fencing, scaffolding, and landscaping. This policy to be paid for by Owner. Contractor shall,use. reasonable efforts to assist Owner in trying to obtain this policy through Contractor's insurer. (b) All policies.except the Worker's Compensation,Auto and Disability, shall include the Owner as additional insureds. Each policy shall include a per, project endorsement for the general aggregate coverage. If the Contractor fails to,procure and maintain such insurance,, Owner shall have the right, but not the obligation, to procure and maintain such insurance for and in the name of the Contractor and the Contractor shall pay the cost thereof, or Owner may take a credit against the Contract Sum, and Contractor shall furnish all necessary information to make effective and maintain such insurance. Any insured loss under the Builder's Risk policies are to be adjusted"with Owner and all insurance proceeds related to completed Work or-Work in Process shall,be. paid to Owner. Insurance,proceeds related to Contractor's equipment;vehicles,tools,,etc. shall be paid to.Contractor. The.Owner and Contractor waive all rights against each other for.damages caused by fire or other perils to the extent covered by insurance provided . under this Article. The Contractor shall require similar waivers by subcontractors and. Page 6 of 13 sub-subcontractors. C. In the event,of'a fine,.,theft, storm or-other like casualty (a "Casual ") which shall reasonably cost Twenty-Five Thousand($25,000) Dollars ormore to repair. or restore Work,and/or which would delay Substantial Completion of Work by more than ninety (90) calendar days; Owner shall have the following options exercisable within i thirty(30)days after the Casualty: (i) Owner and Contractor shall agree on a revised Work Schedule, .Work shall then proceed in accord with revised Work Schedule and the Contract. Sum shall be increased to account for new Work-to replace the Work damaged by the Casualty. Progress Payments shall be made on completion of the revised Milestones;or (ii) Owner may serve notice terminating this Agreement and the'Project for any reason or nor reason: In such case,the Contractor'shall.imtiediately cease Work upon receipt of such notice and shall be entitled to receive as' full and final compensation for all Work and services theretofore performed: (i)payment for all Work performed-and completed through . to the date of termination set forth in such notice, plus (ii)'payment for the settlement or discharging of commitments made by Contractor not yet paid by then and which on or prior to-such-termination notice,had entered into in good faith by the Contractor in connection with performance of the Work and which cannot be canceled or are incapable of termination. The parties acknowledge that payment to Contractor under'this paragraph ' shall be determined by actual'completion of Work(except as set forth herein),,and not by Progress'Payment date or Milestone. If unperformed Work and materials can be cancelled and terminated by Contractor `. Without payment of a penalty or premium to third parties, then Owner shall pay the minimum penalty or premium in connection with such Work cancellation: In no event shall the amount to be paid to,or for the account of,the Contractor pursuant to this paragraph plus all-amounts previously paid the Contractor under this Contract exceed the Contract Sum. Upon payment aforesaid (i) Contractor shall deliver all documents required of Contractor in respect of Work upon completion of this of this Contract, but in this instance, only in respect of Work performed_(e.g., as-built plans,permits,lien releases;etc.),(ii)all Work paid by Owner under this - Agreement shall be deemed assigned to and owned by Owner free and clear of any liens and encumbrances,and(iii)Owner shall have no.further' obligation to Contractor under this Contract except with respect to ' Warranty work,indemnities,or as otherwise provided herein. This,clause' " shall be similarly incorporated,or shall be deemed incorporated;'into all of Contractor's subcontracts and sub-subcontracts such that Owner's Page 7 of 13 termination of,this Agreement,as against,Contractor shall operate,ao: similarly terminate all subcontracts sub-subcontracts,on a simil.ar;lia so desired by Owner. If Owner shall not,elect.to terminate under clause (ii), above, then-the., parties shall proceed under clause(i)provided they can agree on,a.Work . Schedule,Milestones and Contract Sum. If no agreement can.be reached on such issues,then Owner's right to terminate as above shall revive.. 12. Subcontractors a. . Contractor shall use only,those subcontractors and sub-subcontractors as maybe approved by Owner, such approval not,to be unreasonably withheld or delayed,,. Review by Owner of any subcontract.or sub-subcontractor shall not effectuate a waiver; of any right or obligation set forth in this Agreement,whether or not noncompliance with this Agreement is noted.At the start of Work,Contractor shall deliver to Owner a list of subcontractors in connection with the Work to be performed herein,and Contractor shall promptly disclose additional subcontractors from time to time used by Contractor to perform the Work. This Agreement nor any provision herein shall not create any contractual relationship between Owner and any subcontractor, b. If any claim of lien,actual or prospective,by any subcontractor, supplier, vendor,materialman etc...,is made known to Owner the.effect of which is.that.Contras, or ; ,> failed to pay for any labor, services, materials,equipment,taxes or other item fumtshed,` orobligation incurred for, or in connection with,the Work, or if at any time there shalh be other evidence which, if established,might support a lien against the Premises, then, Owner shall have the right,after five(5)days written notice to Contractor,to retain from any payment then due or thereafter to become due under this Agreement an amount sufficieato(i)satisfy,discharge,and defend against any such claim;(ii)make good any, such nonpayment; and (iii) compensate the Owner for and indemnify it against any and All loss, liability, damage, cost and expense (including reasonable attorneys' and consultants' fees and costs)which may be sustained or incurred,in connection therewith' except to the extent such loss,liability,•,damage,cost and expense was caused by°Owner's- failure to pay in accordance with the'terms of this Agreement. C. Should any subcontractor, supplier, or other person make, record or file any action on.or respecting a claim.of mechanic's lien ori ndens relating to the.Work, the Contractor shall immediately,at its cost,furnish and record appropriate bonds which will extinguish or expunge said claim from the public real estate records.If the Contractor. . refuses.or neglects to provide such bonds,Owner may,after five(5)days-written notice: to Contractor,provide such bonds and recover the costs attributable to such by.deducting . . . such sum from.the Contractor, except to the extent the costs attributable to such claims. :.. were caused by Owner's failure to pay,in-accordance with the terms.of this Agreement. Page 8 cf 13 d. If the Owner fails to-approve'an application.for Progress Payinent.for:a cause which the Owner properly determines is not the fault of:a particular subcontractor, or if the Contractor fails to make-a payme"nt which is properly due,.to a particular ; subcontractor, the Owner may upon five (5) days written notice to Contractor, pay such subcontractor directly, and Owner shall be granted a credit against the Contract Sum.in . the amount of such payment. e. Owner consents to the following subcontractors and their performance-of. the components of Work allocable to them: '(i)Excavation and-septic system will be performed by Binkis Property Development,(ii)'Gas and oil installations will be performed by Grea"t WhiteProp ane,and(iii)Insulation will be performed'by East End Insulation.Contractor may change`any,or all of the abovemehtioned.subcontractor`s`with '- consent of'the Owner,and such consent shiall not he unreasonably withheld. 13. No Assignment Contractor shall not assign its rights or obligations under this Agreement without. - . Owner's prior consent,which may be withheld for any reason or no reason,other than as - collateral in connection with 'any loan to Contractor on industry standard terms and conditions. 14. Minimal Disturbance/Protecdons.and Security a. Contractor `shall perform,the Work in a manner that' will minimize disturbance to the Owner's neighbors. The Work shall be performed in such a manner that public and third party-owned areas adjacent,and access,to the Premises shall be free from all debris,building materials and equipment likely to cause hazardous conditions. b. The Contractor shall secure the Work, equipment and materials froin damage and loss by theft;casualty or other similar loss,and secure the same against:injury to others, and shall hold harmless the Owner from'injury arising in connection with-the failure to maintain adequate'protection security. `Only material's and e'quipment:which ard.. to'be used:directly in the Work shall be brouglit to and stored onahe Premises, and'shall be promptly removed as and when no-longer required'for'Work. 15. Waiver of Certain Claims Unless due to the willful conduct, gross recklessness or gross negligence of ' Owner, Contractor shall not assert and hereby waives any and all claims against Owner , relating to delay damages, rescheduling of Work, acceleration of Work, labor or trade stacking or otherwise. Page 9'-of 13 - 16. No Estoppel or Waiver Notwithstanding any provision of this Agreement or applicable law,any payment; or,approval by Owner to Contractor,'or any subcontractor, shall not be an estoppel waiver by Owner of any claim against Contractor for any defect, failure or default in the`. performance by Contractor of any obligation under this.Agreement. The.:Owner's rights : under this Agreement.are,cumulative and not in limitation of any rights of the Owner granted in at law or in equity, and Owner's election of any single remedy shall not'lie deemed an' election of remedies to the exclusion of other remedies. No inspection performed or failed to be' performed by the Owner shall be a waiver of.any of~the, Contractor's obligations or shall be construed as approval or acceptance of the Work or " any part thereof. '17. No Work Stonnage Notwithstanding any other provision of this Contract,during all disputes,actions, claims and.other matters in.question arising out of, or relating,to, this Contract-or the. breach hereof,'the Contractor shall carry on the Work and maintain the Work Schedule, unless otherwise agreed between the Contractor and the Owner in writing 18. Governing Law, This Agreement shall be governed by, and construed and. interpreted .in: `.,.. accordance with,the laws of the State of New York .and exclusively litigated in the.trial; Courts of New York State,Suffolk County. 19. Accidents Within forty-eight (48), hours after any incident, accident, injury, damages, casualty,fire or theft(herein"Loss")at or near the Premises,Contractor shall deliver,to . Owner a written report,to the extent then available to Contractor during such preliminary period, of the Loss, providing a complete description, of.the occurrence, its probable cause, the names and addresses.of.the persons injured or involved,, a,Aescription,of all personal:injuries and property damages,the names and addresses of all witnesses,and:th'e names and shield numbers of all police, fire and other public.officers in attendance a%or responding to, the scene of the Loss. The Contractor shall,keep,Owner advised of the. .. concent status of all claims, suits, proceedings and prosecutions arising:out of the.Loss. Contractor shall cooperate at Contractor's expense to.supply witnesses and evidence as reasonably required by Owner in connection with proceedings arising from or in . connection with the Loss. Page 10-of 13 20: Documents Contractor agrees that all plans,specifications,documents and other information given it in connection with this 'Contract are the property of Owner and shall be held confidential and sball not be used by the Contractor for any purpose other than for the perfonance of the Work. All plan, drawings,, specifications and other documents zl prepared by Contractor shall be and remain the property"Of Owner: The Contractor,at-its expense,shall do all printing or duplication and distribution of such reproducible prints as necessary for the proper performance of the Work. 21. Permits The Contractor shall obtain, at its costs, all applications, approvals, inspections` and permits required by Laws to perform the Work, except that Owner shall file and pay the filing cost for the CO as Work nears Substantial Completion.If any Work shall have to be penetrated or damaged in connection with or as'a result of a government or insurance inspection,then the repair and restoration of the Work'shall be performed'by Contractor " without adjustment to the Contract Sum. The parties shall cooperate with each to obtain any and all permits and in respect of inspections by governmental.authorities. 22. No Hazardous Substances The Contractor hereby warrants to Owner that all materials installed in or.at the . Residence shall be -free of all asbestos, PCBs and other Hazardous materials .and substances. Contractor shall promptly,notify Owner of its discovery in the field of any 'hazardous substance which would be released-upon the performance of Work in violation. of law. All Work shall•cease upon such discovery until Owner shall direct that such, Work shall proceed: 23:'Unenforceability In the event any provision of this"Contract shall be deemed unenforceable then such provision shall be deemed mod' rn ed so that the same shall 6e enforceable to the maximum extent allowed by law. The parties shall equitably adjust the Contract performance and obligations of each party to adjust for such modified enforcement: The invalidity of any part or provision of the Contract Documents shall riot impair or "affect in any manner the validity,enforceability' or effect of the remaining parts and provisions of the Contract Documents 24. Counterparts The Contract Documents may be signedin counterpart'copies each of which.shall. bean original and 4Tof which'shall be one and the same document. Facsimile,:a=mail; : . Pag'c 11 of 13 PDF, TIFF,JPEG.or other like forms of digital signatures shall have the full force and,'.- "effect of original signatures and may used for all purposes. 25. Notice. Any notice, statement, demand, or other communication under this Agreement, Shall'be in .writing and shall be deemed to have been properly made-if(i) personally `delivered, (ii) sent by certified mail, return receipt requested, (iii) sent by nationally recognized overnight delivery,service prepaid for earliest next business .day,delivery, addressed to the recipient thereof at the.recipients address above provided, or,(iv) by e- mail to the recipients commonly used a-mail address. Either party may, by notice as aforesaid,designate a different address or addresses for notices, statements, demands or other communications intended for it. Notice shall be deemed effective if served by: (x) mail, two (2) business days after mailing, (y) nationally recognized overnight delivery service,one business day after delivery to the such courier service if delivered in time-for such overnight courier to deliver the same the,next business da or(z).personal delivery Y, or.e-mail; the date of such delivery. Attorneys for the respective parties may deliyer. notice on behalf of their respective clients without the need to attach or annex.any statement of authority. Signatures on any notice may be photocopies,, pdf, a-mail, facsimile or other form of digitally applied signature and the same shall the full force and effect of original signatures. 26. Merger/No Waiver. This Agreement alone,represents the final and complete agreement between:Contractor and Owner in respect of the construction,of the Residence and all understandings,discussion,negotiations and prior agreements are merged herein and shall not survive. No-party shall be deemed to.have waived any ' provision'.of this Agreement unless such waiver is in a writing and signed by the party to . be.-charged therewith. -Signatures on Following Page- ` Page 12 of 13 If you agree with the foregoing;please confirm by signing below Very truly yours, Thomas N:Toscano Caroline Toscano Agreed and Confirmed: 'Binkis Property Development LLC icy: Kevin Binkis/Presiderit I i - Page 13 of 13 Suffnik County Mparlment of llealth Services office of 11'asleualer Monagentcnt 360 Yophank Avenue,Suite 2C Yaphank,New Vork 11980 ((,It)852-5700 Olt Ileallh%1'11'MCa`suffulkcounlyny,gov CERTIFICATION OF SEWAGE DISPOSAL SYSTEM BY INSTALLER Leave blank any items that are not applicable to the installation. **A serlmaee dispnsa!spstera skelcln along Ivl f location nreasureruenfs rnm at least two buildbuy corners nunst be pro d on the back or on a se urate Sheet and attached to this nrm" licalth Department Reference Number: 1�,..-LO" u�� s Lot Suffolk Tax Map#I:Dist: I Scct(s) I( Blk(s)_ Project Name or Address:� DSO �ac�L 1�� 4 � �y�s2 Applicant/llomeowner Dale of System installation: 62.3 22 IIA 06VTS TREATMENT UNIT SEPTIC TANK Make and Model:KN&o hAIDA ' NOuoo Volume(gallons): LQI0,0 Rated Daily Treatment Capacity(gallons): Material: []Concrete, W Fiberglass/Plastic Material: []Concrete [a(]Fiberglass/Plastic Shape: []Rectangular, ra anb Tl affix Sla li[ Dome Top: [] [] DISTRIBUTION LEACHING POOLS(rf applicable) Name of Tank Manufacturer: Number of Pools Diameter and Effective Depth GREASE TRAP Top: []Slab []Traffic Slab [] Dome Volume(gallons): Name of Precast Manufacturer: Material: []Concrete, []Fiberglass/Plastic Top: []Slab,[J TrafTc Slab, []Dome LEACHING POOLS/GALLEYS Name of Tank Manufacturer: Total Number of Pools/Galleys �OTIIER LEACHINGSTRUCTURES Diameter/Dimensions and Effective Depth •5 �•� Make and Model(if applicable): Top: [] Slab []Traffic Slab []Dome N/A Total Linear Feet of Leaching Structure(s): Name of Precast Manufacturer:�I �a�rP pax COVERS AND LIDS Installed covers comply with current standards(secondary safety device installed if cover weight less than 60lbs.) X Yes []N/A I hereby certify that the subsurface set ge disposal system components described herein,have been installed by me in accordance with the approved plans and/or standards f Suffolk rtmentof Health Services as well as any other municipal agency requirements;and any and all mechanical/electric componc s hav been teste and are operational in accordance with manufacturer's recommendations. Installer's Signature: Date Installer's Name:V_C Company Name: -t- _Phone_(,g31 �p� 5 Company Address:_�70 2DX ��I OD(A1 ] Consumer Affairs Liquid Waste License Number and endorsement(s): "INADDITIONTOABOVE,COMPLETE BELOW FOR S.,INITARYREPLACEislENTIRETROFITONL),. In addition to the above information,1 hereby certify that this OWTS replacement or retrofit meets the Department Itcploccment/Rcirofit Standards,and that other alteratives are not environmentally feasible. I also certify that this OWTS replacement or retrofit installation represents an improvement to existing sewage disposal system conditions. Installer's Signature: Installer's Name: Tills DOCUMENTbIUSTCONTAIN ORIGINAL SIGNATURES FROM TILE INSTALLER WWM-079 (06/19) { CIO s �k � y t 334' GENERAL NOTES. 1. THE DESIGN ENGINEER SHALL OBSERVE THE OWTS PRIOR TO BACKFILL AND DURING SYSTEM STARTUP. HOWARDS BRANCH OF MATTITUCK CREEK SUFFOLK COUNTY DEPARTMENT OF HEALTH EALTH SERVICES DILandro 2. THE OWTS IINSTALLER SHALL HOLD APPROPRIATE Andrews y� :.....3, d reals ENDORSEMENTS FROM SUFFOLK COUNTY DEPARTMENT OF HEALTHPERMIT FOR APPROVAL OF CONSTRUCTION FORA - �--- Engintering AND SHALL BE AN AUTHORIZED INSTALLER. 63.48 3. THE 0WTS 'INSTALLER SHALL REGISTER THE ONSITE . 6348 � —_—��"""�. SINGLE FAMILY RESIDENCE ONLY _ ° p° 158 Count Rd. 39 TREATMENT SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF �- �� "N82 37 �7 W� � � � ~- M � ��w �- --- y HEALTH. THE ENGINEER OF RECORD SHALL PROVIDE RECORD s s� _ -- Suite 10 87° 81 � __ � - ry �" ✓ � � �� Southampton, N.Y.11968 DOCUMENTS AS [REQUIRED BY SCDH. -- 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT q Office/Fax (631) 259-3959 BETWEEN THE MAINTENANCE PROVIDER AND THE PROPERTY 2 - - - OWNER SHALL BE PROVIDED TO THE SCDH. " _ _ -" ON 08/ /2020 DATE 3/21/2021 H .S- RE O R-20-1045 Professional Seal 5. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF ,3. ,. __ _ _ -,. - - ~" _ �Np SU ASE�pENgTVEp B _ __ _. - �- THE OWTS. - HIEN COoWI4 WETLpNp '' APPROVED 6. OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO " _ -" NAGE OF TtpAL ' Ep ARRIVAL TO THE SITE USING A METHOD APPROVED BY THE � .� -- -- -.4.� � `�" "" �"MF<.4,♦ LIMIT OF DE ISTURBANCE. FOR MAXIMUM OF 6 BEDROOMS,--'` MANUFACTURER.. INSTALL EROSION CONTROL - EXPIRES THREE YEARS FROM DATE OF APPROVAL 7. ALL ELECTRICAL LINES FROM THE DWELLING TO THE CONTROL MEASURES CONSISTING OF HAY PANEL AND FROM THE CONTROL PANEL TO THE JUNCTION BOX BALES AND STACKED SILT FENCING SHALL BE SEALED AND WATER TIGHT. - 8. CONTROL PANEL TO BE SET ON A PRECAST CONCRETE w 8J PEDESTAL AND SET 2 INCHES ABOVE GRADE TO PREVENT WATER INTRUSION. �, .� '' Design Professional's Certification Required. 9. OWTS SHALL BE LOCATED MINIMUM 3'-0" FROM THE DRIVEWAY. -" r A 6 INCH HIGH PRECAST CURB SHALL BE INSTALLED IN-BETWEEN Submit P.E. Or R.A. Certification For THE THE DRIVEWAY AND THE OWTS IF 3 FEET SEPARATION CANNOT BE MAINTAINED. - -? q7 The Installation and Construction of the Sewage Disposal System 10. NEW I/A OWT SYSTEM TO BE VENTED THROUGH PLUMBING, NO HOUSE TRAP TO BE INSTALLED - Ll.l - Use Form WWM-073 z N 7 O __ _ I Ln 00 r-- 8 N -° DRY STACK s L0 z � ETAINING WALL. - Q r (� � � 134' SEE DTL.1/A-2.5 t-- �' a� .__I r __. TLANb__ _ -� N o r '-. PARCEL INFORMATION: - - _._ _ SURVEY OF LOT 6 d) O S TRACK - 9 r z O MAP OF JACKSON'S LOT 6 LANDING # ,R OSED y z O K 'L _ - O o �.:, RD 2Ex......VATION INSPECTION EQUIREDSITUATED AT M��TTITUCKr' TOWN OF SOUTHOLD ZONE AE{EL:8.OU ZONE _. r , SUFFOLK COUNTY, NEW YORK -,ZONE X* ZO AE (EL,.8.0) OR bANITARY SYSTEM v ~ G S.C.T.M.# 1000-113-04-08 PROPTWO SOSED /TORY PRO�OSED /! ( 1� E�� ` � � �— FILED MARCH 28,1969 AS MAP NO 5280 RESIDENCE PEA GRAVEL 11 / I AREA 24,220.78 SQ.FT. = 0.556 ACRES CELLAR EL. 5.50 DRIVEWAY !1 f '� _ O Q V - __ _10 _ _ ' GARAGE EL. 5.17 FtD 1 1 �� / HEALTH CONTROL SECOND FLOOR EL. 24.17 ~ Co G \ FIRST FLOOR EL. 14.33 1 / # t 11 F_ PANEL CLEAN OUT SITE PLAN BASED ON SURVEY PREPARED BY: . PROPOSED COUNTOURS TEST CL NATHANTAFT CORWIN III HOLE u,J LAND SURVEYOR 13 PROPOSED W ADJACENT PROPERTY � - ~ ' ' ��py � I 1583 MAIN RD HYDRO ACTION - ELECTRIC LINE \ SERVICED BY PRIVATE AN-600 —=` �N ADJACENT PROPERTY z O JAMESPORT, N.Y. 11947 WELL AND PRIVATE ` ~—• ` ~ - �� PROPOSED _ 631 727-2090 SEPTIC SYSTEM DISTRIBUTION f �` - O WATER LINE SERVICED BY TOWN ( ) _ "` ` " �A / WATER AND PRIVATE — 0 O SURVEYED: APRIL 4, 2001 -1 OL -®-R O �)~.1�ti EL' 9.8 �' / FUTURESEPTIC SYSTEM (/� — (� (4) 1x4.75'x4' — -- ._ a_w L — m �� / EXPANSION (-J,J ' DEEP' LEACHING _ �` " — LU z W GALLEYS p L)� p J 88.75' TO WELL 1010.�J� - _ _ m �- � U z J WELL 3' D ___ � O rn Q SANITARY SYSTEM INFORMATION: ---- ` R=750.6 ' - -�-�'- _ 5.50.~86 W ~ d' C� U TOTAL NUMBER OF BEDROOMS : 6 —__�---- ,'JACKSON'S LANDING .--~14 '� L=302, 77� (n Q X LEACHING REQUIRED 400 FFT2[/A SIZE REQUIRED: 660 GPDEL. 12.51 EL. 14.15-1-L' R=754.00, O J Z PROPOSED SEPTIC SYSTEM: �� ( MILL ROAD (1) HYDRO ACTION AN-600 (660 GPD PROPOSED) 2 , 14 s a w O Q 00 Q (4) 8'-6"L x 4'-9" x4'-0" DEEP LEACHING GALLEYS (424 FT PROPOSED) �� 54 32 30" O Q > W (1) 20" DISTRIBUTION BOX Gj 248,09' 0 = _ Revisions _�---'"` �--� No. Date Description WEL i SERVICED BY PRIVATEADJACENT PROPERTY 1 1/22/2021 SCDHS NOI ` SERVICED BY TOWN TEST HOLE DATA SEPTIC SYSTEM E A.- H M E WELL AND PRIVATE WATER AND PRIVATE 2 DATE:FEBRUARY 2,2001 / PEPTIC SYSTEM 3 -_/--/-- ---- EL: 9.8' 0.0' i 5 -BROWN LOAMY SAND (SW) _ PLOT PLAN INFORMATION OBTAINED FROM SURVEY BY: Designed By : PD 2'0' I NATHAN TAFT CORWIN III Drawn By : JL LAND SURVEYOR 1586 MAIN ROAD Checked By : PD -PALE BROWN FINE TO I JAMESPORT, NY 11947 MEDIUM SAND (SP) N 631-727-2090 - 8.3' Date : 12/23/2020 Scale : NOTED -WATER IN PALE BROWN - FINE TO MEDIUM SAND (SP) 15.0' PROPOSED SEPTIC PLAN COMMENTS: GROUND WATER ENCOUNTERED 20 0 20 40 AT 8.3' BELOW GRADE SCALE: 1" =20' TEST HOLE BY: McDONALD GEOSCIENCE ELEVATIONS SHOWN ARE BASED ON USC AND GS DATUM (NAVD 1988) Sheet# SAFETY SCREENS ARE TO BE INSTALLED AT ALL MANHOLE COVERS WEIGHING LESS THAN 60LBS. ALL PUMPS TO BE HARDWIRED TO CONTROL PANEL. PLC CONTROL PANEL W/COMPRESSOR HP-100LL, 120LL •SECTION AJ REMOTE 2 LOCATIONS FOR 2'PIPE PORTS w TO BE CUTOUT IF REQUIRED - DOMED SHAPE FOR PRESSURE TYPE HP-120LL .., MWIIMUM LOAD STRENGTH [Umin] [CFM] a Li Jl=�-�- Hu+oLE FDR 11A1 BID 17.7(2.57) , C'SAFETY BCREEN 160 , _ �-� I n d Q • Dimensions Specifications �'" I• PARTN DETAIL RTS POIYIOK 140 _� _ PART No.,oce [Unit:mm(inch)] �:� 5.0 i. .lAndrews %D&R12 A A tB FI WAR � HP-10OLL H .12OLL �120 E n g i n e e r i n g B B 1 B� i' M.RM24 4.0 AND ALL 24•sMDOTH wau 256 20 200 Rated Voltage V AC100/110-120 1220-240 i\ CORRUGATED AND RIBBED PIPE Q100 END RIBBEFOACIPS (10.08) (0.79) (7.87) Power Supply Frequen y Hz 60 50 60 > 3.0 INSTALLED HERE CAN BE USED WITS! �259.4 ORWTNOUI SCREWS a _ Rated Loading Pressur kPa 17.7 0 80 158 County Rd. 39 N 1614 26 sxIN POLYLOK 24"SAFETY SCREEN „BIN eIN PARTNO.-3008-SS Airflow Volume flmin 100 120 ¢ 60 2'0 Suite 10 Southampton, N.Y.11968 MATERIAL-HDPE X18 222 Power Consumption W 75 90 100 40 2)B IN ,214 31 IN �„ 02.1j- o (0.71) ( ) 20 Office/Fax (631) 259-3959 I-J261N 8 74 Noise Level dBA 42 1.0 POLYLOK 24'HEAVY COVER Weight k 9.0 2J 26w DIA MATERIA-HOPE REMOTE PLC CONTROL PANEL 140 (1.46) r 0 P 370 9 i PART NO.3008-HD I i 0 10 20 30 40 50[kPa] Professional Seal secrloN Be 15915 P,I COLOR-GRE 1.0 2.0 3.0 4.0 5.0 6.0 7.0 IPSI] W/COMPRESSOR (5.51) 33) Pressure 24" LOCKING COVER - HDPE 24" SAFETY SCREEN - HDPE REMOTE CONTROL PANEL & PUMP PUMP DETAILS 159.6499" VOLUME CALCULATIONS 076.7674" AN-600 ,P,IIw/ ,alSSER POWER M= = - --- W AK-080917-1 AK-080917-1 AK-080917-1 Ll p�� gSCH. PWP RATINGS: + PAGE CONNECTION Q0N 1L�Il kN-ARL1.1uL P3E PUMP 3/4HP•„6V W, REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 15 In-lbs. INPUT N MOTOR 15.0 F.LA BLU Tank (Inches) C 2 q e.a•uw. G 2710 Tank Diameter at Bottom: A 72.00 0 �LA D PUMP J/4HP o 11SV Tank Diameter at Top: B 76.00 N Moron 16.0 FLA cJ k O +�- IG PLC INPUT C&T MP ® ® 6 p--�-,-�t� b MI%FR I Tank Height: C 70.25 E � N LoioR ie.o vRA1N05:u"� �' � Outlet Discharge Height: D 63.00 1 0N F o 5 HRA AALARMRM C4 URUN AUD. FLL d4 eTM+ COMP �- 000Q90V LLQ O 68� If Chamferred Oncnes) '��•--�'� N MOTOR 6.4 F.IA MUTE Diameter At Middle: E 0.00 f TEST MUST MDIDRs a� IIU.i IMVC INfFAW1 ° ALARM O K amea�D PROTECTION. e 1_1 Height of Section 1: F 0.00 0 CD LRE-1 M, ALryIIIt]oa//JJ G,L� �N� It PLC INPUT ,p'1111'Y9z V/ Cone (Inches) 1 � �; Y7 YYII{i CIO Cone Height: G 59.25 0 G el-Q2 Mz a ate- z PLC NPITr 12 Q (M w D V/ 1 C Cone Dia.at Bottom: H 10.00 « u a PLC INPUT �ON �ON 10z Cone Diameter at Mid. 1 55.00 rDOW PE.0 INPUT g ON Cone ction 1: J 46.50 Cone Diameter at Top: K 55.00 L A w, SPRAY°DFAPID !o PLC INPUT B W BLU W BLU W 8s El F1 El fS" I„` I -____ O CALCULATIONS ® I Z (Inches) NOTE AWN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. NOTES:MAN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLIIT. ALL INFORMATION CONTAINED IN THIS DRAWING IS I z O Tank DASHED LINES INDICATE ITEWS NOT CONTAINED H THE PANEL. DASHED LINES INDICATE ITEMS NOT CONTAINED IN THE PANEL. CONFIDENTIAL AND PROPRIETARY TO SEPTIC PRODUCES INC. 74.00 FIELD WIRING MUST BE A MINIMUM OF WC COPPER WIRE ®� FIELD WIRING MUST BE A MINIMUM OF WC COPPER WIRE n CHANGES TOLERANCES DRAWN BY DATE I I Tank Ave.Diameter: F, TO PRESERVE ENVIRONMENTAL RATING OF PANEL USE FITTINGS �p}}LJ TO PRESERVE ENVIRONMENTAL RATIMI OF PANEL,USE FITTINGS n I I B O B Tank Ave.Radius: F2 AND HUBS WITH SANE DNIRONMENTAL RATING AS ENCLOSURE �L.I a AND HUBS WITH SAME ElMRONMEIQ,• RATING AS ENCLOSURE wV F DeclMus C. IAL SPK ro/+V+T TERMINAL CONNECTIONS O 37.00 If Tank Chamferred r^',Er�,P�T� �°��}U"m''°I°°'® '°°`-a°°° JKDRAWI2 K OME G,ANOEs mLrwNcts DruwN erMATIRNL SPECIFlCRION:Tank Diameter at Discharge: 13 75.59 eo0 e aAluecR ,I SCHETMTIC,ELECTRICAL � a aueeo, oylVn SCHEMATIC,ELECTRICAL AS NOTEDTank Ave.Workin Diameter: F. 73.79 Ave.Diameter: 1,6 0.00 ,Rm,R� FUu• AK-080917-19 AS NOTED FULL AK-080917-1 ANO D AS NOTED FULL AK-080917-180.5 86" 63 0" Tank Ave.Working Radius: FE 36.90 Ave.Radius: FIB 0.00 "" ` U Tank Diameter Increase per inch: FS 0.057 Tank Diameter Increase per inch: F2D 0.000 MAIN ELECTRICAL PANEL 64 0" p Cone Total Gallons nZ 2 F2, 0.00 HYDRO ACTION CONTROL PANEL Sacllv"-1_ F, V1:166.99 sy Cone Ave.Diameter: F4 32.50 Diameter at Discharge: F22 0.00 - � I W O U Irl- Bill 1, Cone Ave.Radius: F. 16.25 Ave.Diameter: ... 0.00 CB A CB 1 -L!1 EJ Section F,D vz:56.57 Ave.Radius: 121 0.00EM 9 ~ c 1 67.0318" 72" Cone Diameter at Discharga: F„ 55.00 Tank Ave.Working Diameter: 125 0.00 X120 Cone Ave.Diameter: F,2 55.00 Ave.Working Radius: FN 0.00 CB 2 AIR BLOWER _ L1 N IP! N N Q:1 1 2 3 4 s Cone Ave.Radius: 1„ 27.50 Height of Section: 12, 0.00 k � �!� BILL OF MATERIALS Cone Distance from bottom: 114 11.00 Diameter Increase per inch: F28 0.0000 O i �1 P/N DESCRIPTION CITY: Height Of top: F,5 9 9 0.00 V B 3 QQ:q OMP ITEM g p 12.75 Dishchar a Height: F2. - HA-AN600 TANK,AN600 245 NITROGEN REDUCTION 1 Diameter Increase per inCF!: F16 0.0000 Total Gallons S2: F,D 0.00 P.;1MP MSIR ®SNI®E ALARM r WAUR A 180065 TANK,ANS00 245 PRETREATMENT 1 Cone Dishchar B 130002 SING STANDARD 2 TANK CONNECTING KIT 1 ge Height: 1„ 5.50 Total Gallons S1+S2: 0.00 F„ TO CONTROL C 100111 ASSEMBLY,RE-CIRCULATION 245 COMPLETE AN600 , D AN6CO-P AN600 WI PLATFORM COMPLETE 1 OUTPUT PANIEL 1 Cone 3 HIGH WATER ALARM W Tank • Tank Tota]Volume:F32 1307.94 Cone Working Volume:F34 223.56 z Tank WorkingVolume:F33 1166.42 Aeration Working Volume: F31 942.86 CIRCUIT BREAKER SPECIFICATIONS: Q _ ANI300 245 NITROGEN REDUCTION SYSTEM QV'A.uwn � 0 ELECTRICAL PANEL REMOTE CONTROL PANEL - o 0 •• sICHATURe w,e: .•Y• PART hydr-„•,ctiod PRo�EDe.. oenvn ° HA-AN600 CBA-20 AMPS � C.� 1 HYDRO ACTION AN-600 HYDRO ACTION AN-600 VOLUME CALCULATION CB 1 - NOTOMM CONTROL PANEL W z d' }, (HYDRAULIC LOAD 660 GPD CB 1 - NOT USED ) WIRING DIAGRAM CB 2 - 15 AMPS SECTION A-A Q X J CB 3 - 15 AMPS IU z 3: F__I f- O CF) Q W � �. CD W X O PROVIDE FRICTION (n FIT FOR ALL 4"PIPE < .__I z O I , Co _ Sb A- .C M E �r'%N' T [ b THESE RIBS PR 1 U O Q 0 FRICTION FIT F W ALL 4"PIPE O Q > - -- W - 3: 7. CLEAN OUT TYP. 5 LFT 4" PVC SCH 40 GRADE EL_ D3034 SDR35 2011 DISTRIBUTION BOX -HDPE FINISHED 11 ± 14 LF (2 LF CI +12 LF 4" S=8" PER FT. 4.0 LFT 4" PVC SCH 40 CONCRETE COVERS FLOOR PVC D3034 SDR 35) 24" LOCKING D3034 SDR35 ROTO-FLOW LEVELING DEVICES OR EQUIVALENT ARE POLYLOK 4" ROTOFLOW ' COVERS W/ S=8" PER FT. LEACHING GALLEY PART N0. - 3050 -4 Revisions 14.33± S=4" PER FT. DISTRIBUTION 12" MIN. TO BE INSTALLED ON ALL DISTRIBUTION BOX OUTLETS. FINISH GRADE SAFETY SCREENS BOX W/ 24" MAX 4@ 4.75'W x8.5'L x 4'H FINISH GRADE COVER TO GRADE MATERIAL - HDPE No. Date Description EL 12'± & 12" RISERS EQUALIZERS EL 12'± STOPPER OR END PLUG ROTOFLOW EQUALIZER VALVES 1 1/22/2021 SCDHS NOI ---- 2'-0" DEPTH SEWER PIPE / _ 3 SEE NOTE 1 _- _ - - - _ 4 VARIES � 1 ROTATION 5 Iz� ® 300 ELBOW 777 - 7 II IE 9.37' E 9.29 E 9,1 ® ® ® ® ® ® ® ® ® ® ® PVC SCHED.40 V� �IfIII --� VARIABLE SEE NOTE 2 t, � ® 1818 ® 18118 ® ® ® I u • C : ® ® ® ® ® ® ® ® ® ® ® ! Ilipj • • E 9.66' IE 8.92 18 ® Is 18 I� ® ® ® ® ® ® FROM n; CUT AWAY VIEW IE 9.23 ® ® ® ® Is ® ® ® ® ® ® Designed By : PD TO SEPTIC 1 � I.I ® ® ® ® ® ® ® ® ® ® ® BUILDING -'SYSTEM IF..I= Drawn By : ,1L IE 7.25' SEWER CAST _ c� I Checked By : PD 120 WYE EL 5.25'j3.0 EL 5.25 ,BOTTOM VIEW / TOP VIEW -- FRONT/SIDE VIEW MIN. CAST IRON THRU IRON BUILDING FOUNDATION TO \ � W &TO EXTEND 2'-0" PVC -----� BOX ACCEPTS: POLYLOK 20"D-BOX _ :, , ; .,...• ..... ... EL 4.04' HYDRO ACTION MODEL AN 600 BEYOND FOUNDATION ADAPTER - PART IA 3017-20 LIGHT COVER PART .-3-30090 - CUT AWAY VIEW HIGHEST EXPECTED GROUND WATER EL: 1.5' MATERIAL-HDPE HEAVY COVER PART N0.-3017-020 � -� _ _ Date : 12/23/2020 SCALE:NOT TO SCALE WALL MIN. DATE; 8/12/04 GRATE- PART NO.-3017-G20 6"TALL RISER PART NO.3009 - Scale : NOTED 12"TALL RISER PART NO.3009-R12 ; NOTE: a; -' - �I / R2161, 1. NEW CAST IRON THRU BUILDING FOUNDATION WALL& TO EXTEND 2'-0" BEYOND FOUNDATION WALL MIN. 2. VENT THRU ROOF OF PROPOSED BUILDING, EXTEND A CLEAN OUTS ARE TO BE INSTALLED: � l MIN. OF 6 ABOVE ROOF LINE AND HAVE A MIN. - ,RT HORIZONTAL SE:PERATION OF 12" TO THE SLOPED C�2 T, TO L� SIDE CUT OUT R1" II PORTION OF THE ROOF. 1 AT FACE OF BUILDING OR WITHIN +r+ n A,� f` +^ +� POLYLOK SEAL , 3, ALL JOINTS TO BE SEALED WITH CONSEAL CS-10 OR BUILDING BEFORE EXITING. TYP.40 PLCS. PRT.40.3001 4n =At SCHD APPROVED SEALANT SEE SEPTIC ELEVATION FOR WITCH). \\\� / " / 42, �n POLYLOK 4"ROTOFLOW 2) BEFORE: A BEND,SWEEP eet# OR WYE. •�- � -_ j� / `'' A' PART#3050-4 HDPE PROPOSED SEPTIC DESIGNELEVATION +� 3) EVERY 75 FEET OF SEWER LINE. �-- -- FROO NT/SIDE VIEWSh NOT TO SCALE Copyright of Architectural Drawings-These plans are protected by BUILDING DEPARTMENT NOTES federal law and are subject to copyright protection as an ROOF DRAINAGE CALCULATIONS "architectural work"under section 102 of the copyright act, 17 2020 RESIDENTIAL CODE OF NEW YORK STATE U.S.A. as amended December 1990 and known Architectural Works Copyright Protection Act of 1990.These drawings are ` DRAINAGE CALCULATIONS FOR 3"RAINFALL 2020 BUILDING CODE OF NEW YORK STATE provided as an instrument for construction for the construction NAME OF AREA UNDER CONSIDERATION project at the address shown on the title block of the drawings and AREA: 1,973.86 SF 2018 WOOD FRAME CONSTRUCTION MANUAL(WFCM) they may not be used for any project other than that listed at the 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE address shown on the title block without the written consent and CALCULATION RATE: 100% IMPERVIOUS WITH 3 INCH RAINFALL NFPA 70-17 NATIONAL ELECTRICAL CODE compensation of the architect.This protection includes but is not VOLUME: 1973.86 X 1.00 X 3/12 FT= 493.47 C.F. 2020 FIRE CODE OF NEW YORK STATE limited to the overall form as well as the arrangement and composition of spaces and elements of the designs. Under such 8 FT. DIA. RING = 42.24 C.F. PER VERT. FT. DISTRICT 1 000 - SECTION 113 - BLOCK 4 - LOT 8 protection, unauthorized use of these plans,work or home REQUIRED DEPTH: 493.47 /42.24 C.F. PER VERT. FT. = 11.68 VERT. FT. REQUIRED represented, can legally result in the cessation of construction or PROVIDED DEPTH: 12 VERTICAL FEET ZONED RESIDENTIAL-ZQNI--D R-4.0_SINGLE FAMILY RESIDENCE buildings being seized and/or monetary compensation to Carmelhill Architects and/or Edward Koenig. (3)4 FT. DEEP POOLS R-3 SINGLE FAMILY RESIDENTIAL DWELLING OCCUPANCY CLASSIFICATION TYPE 5 ORDINARY WOOD FRAME CONSTRUCTION PROPERTY OWNER: ERIC KOENIG NO. DESCRIPTION DATE 31 OAKLAWN DRIVE COMMACK,NY 11725 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 631-864-7418 2 ISSUED FOR CONSULTING. 3-16-20 PROPOSED RESIDENCE FOR: TOM AND CAROLINE TOSCANO 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 31 EDGEWOOD DRIVE NEW HYDE PARK,NY 11040 CODES. 917-440-0916 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 PROPERTY ADDRESS: 610 JACKSONS LANDING 5 REVISED WETLANDS COVERAGE 10-2-20 MATTITUCK,NY 11952 CALCULATIONS. PROPERTY LOCATION: SOUTH SIDE OF JACKSONS LANDING 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 550.86 FEET EAST OF MILL ROAD AND DRY STACK RETAINING WALL ELEVATION RAumATTiTuLELEEEK 3,245.9 S.F.TWO STORY RESIDENCE (S-2) 4 ! i OF 325.07 S.F.DECKS 7 REVISED PER BOARD OF TRUSTEES 1-5-21 73.79 S.F.R/0 PATIO �J L RENT HIGH WATEI�yb9�RK�-� �/ Q RECOMMENDATIONS. 50 FOOT NON-TURF 63.4 V FC 4 BOUNDARY ADDED,CHANGED SEPTIC TO LOW ?3 NITROGEN I/A OWTS,AND ADDED FOOTPRINTS 3=__ _ _ _ - o ,- _ - - - - - - - - -_ PLOT P LAIC LINE TY P E LEGEND TORUSTEES REVIEJACENT OW AND APPROVAL. FOR 4 _ _ _ - - -N82 - 37 3T VW- - - a - - - - - - - C) - - -- - - � � - - - - - PLOT PLAN BUILDING FOOTPRINT 2 -- - - - - - _ AREA CALCULATIONS - -- - PLOT PLAN TERRAIN NEIGHBORS _ - - _ _ _ 3- - - - - _ - - 7 PROPERTY AREA: 24,222.17 SF - -- - PLOT PLAN TERRAIN PERIMETER - _1- - - - ED_GE-01F TIDAL WETLANDS AS _ _ _ - - - _ rDENT1f=I BY NATHAN CO_. tA1Vl5 FLOOR AREA RATIO CALCULATIONS: R EXISTING WATER PLOT PLAN WATER EXISTING SURVEYOR ON-826 2020 F� 40 FOOT AND 25 FOOT PROPOSED FIRST FLOOR 1784.1 SF � 4 BUFFERS-TO BE PROPOSED SECOND FLOOR 1457.83 SF PROPOSED WATER PLOT PLAN WATER PROPOSED F4 MEMORIALIZED INA COVENANT PROPOSED R/O PORCH#1 73.79 SF TE EXISTING WASTE PLOT PLAN WASTE EXISTING 3� AND RESTRICTION FILED WITH TOTAL AREA: 3315.72 SF THE OFFICE OF THE SUFFOLK FLOOR AREA RATIO: 13.69% % PROPOSED WASTE PLOT PLAN WASTE PROPOSED COUNTY CLERK AS PER SOUTHOLD TOWN TRUSTEES. GAS EXISTING GAS PLOT PLAN GAS EXISTING F4 3S LIMIT OF 40 FOOT DEC BUFFER G LOT COVERAGE CALCULATIONS FOR NON-GROUND �' -n z P PROPOSED FIRST FLOOR 1784.1 JSF AS PROPOSED GAS PLOT PLAN GAS PROPOSED - PROPOSED R/O PORCH#1 73.79 DISTURBANCE INSTALL �0 oo , TOTAL AREA: 1857.89 L. O.H. - U.L; EXISTING OVER HEAD UTILITY LINES F� EROSIOAICONTROLMEASORES N m - LOT CU'✓ERAGE RATIO: 17.67% 4 ONSISTING OF HAY BALES m 25 FOOT BUFFER FROM ESF X - ESF - - EXISTING WOOD STOCKADE FENCE 7 _ _ -¢ - - - _ _ _ _ AND STACKED aILT�11 TING. �y APPROVED STRUCTURE PSF - X - PSI= - X PROPOSED WOOD STOCKADE FENCE N0�GU17t DISTURBANCE rr1 LIMITS. NO DISTURBANCE TO ZONING REVIEW co EAWARD OF THIS LINE. O REQUIRED PROVIDED PASS N_aU.RAL VEGETATION OR EVF X - EVF - - EXISTING VINYL FENCE TOWN OF SOUTHOLD - NO(SEE TRUSTEES 25 FOOT i•> RZOr1E TOPOGRAPHY-SEAWARD OF MINIMUM BUILDING LOT 40000.00 24222.17 SECTION 280- PVF X - PVF X PROPOSED VINYL FENCEG NONDISTURBANCE BUFFER 6F-46F0� FFE�..► THIS LINES 124) MINIMUM LOT WIDTH 150.00 126.96 NO P EOP - EOP - EXISTING OPEN PICKET-VISIBLE THROUGH-FENCE CAD File Name: TOSCANO REVISED 7.1ayout MINIMUM LOT DEPTH 175.00 219.51 YES -5 - - - - P POP POP - PROPOSED OPEN PICKET-VISIBLE THROUGH-FENCE �� " � � ZO_NE AE EL•$� FRONT SETBACK 40.00 41.00 YES Drawn By: Edward Koenig TOWN OF SOUTHOLD I Q ZONE X SIDE SETBACK ONE 15.00 19.40 YES ECL - X - ECL - - EXISTING CHAIN LINK FENCE TRUSTEES ADDITIONAL 25 Ln - SIDE SETBACK TWO 15.00 36.36 YES Architects Seal FOOT NON-T RF AREA AGGREGATE SIDE SETBACK 35.00 55.76 YES PCL X PCL X PROPOSED CHAIN LINK FENCE W REARSETBACK 50.00 115.19 IYES 1RED A r 0 , - HEIGH•rIN STORIES 2-1/2 2 YES ZONE AE EL• o r- -7- HEIGHT IN FEET 35.00° 30.01 YES rp0 ERJC'r --�E X o DRY STACK - MAXIMUM LOT COVERAGE 20.00% ° 7.67/ YES EXISTING p o RETAINING W LL. / t J �� x keRyt 4 ,.E DTL.. I/A-2.5 �- �Y� ELEVATED DECK _ - - - - (V , � ,* � �' � EXISTINGCOVERAGE W (� _ _ - LOT CALCULATIONS r' ?0 0 6 - _ BUILDING FOOTPRINT: 1784.1 SF 1`La *{ � -8� ELEVATED DECK �' 27A ##3� S-t'\ / 5 PROPOSED R/O PORCH#1: 73.79 SF Of NO tp \\ _ _ F� FRONT ENTRY STAIRS 14.57 SFC y BoW E a p �4 \ r- � Ayo 1�# � PROPOSED DECK#1 -FIRST FLOOR 254.05 - t 19. \, 2k58 �� _ - _ PROPOSED DECK#2-SECOND FLOOR 71.38 SF 1111!! 0 0 - TOTAL IMPREVIOUS AREA: 2197.89 SF NON-WETLANDS LOT COVERAGE%: 11.34% % EXISTING DECK t P gi CARMELHILL t ori ..:SSE GRA L �� A AVERAGE GRADE CALCULATION -� -- �Ew EXISTING / i LINEAR FOOTAGE OF LENGTH OF ELEVATION LESS LENGTH OF ELEVATION MORE ARCHITECTS S D RESIDENCE _ �� FACE 0=STRUCTURE !' � t D ' EXISTING PROJECTED ELEVATION THAN 6'-0"ABOVE GRADE THAN 6'-0"ABOVE GRADE RESIDENCE FRONT ELEVATION 49.75 49.75 0.00 19.40 -� • i �. :• / RIGHT ELEVATIONS 37.8 5.57 32.23 ELEVATION 49.75 3.17 CONTROL PANEL e� PO \ 36' '`�: REAR TION 35.46 35.46 0.00 8 PR SED ' '::'i _ ; . : / / TOTALS 172.76 93.95 78.81 PROPOSED I/A OWT �� EA GR E� !:.' tit PERCENTAGES TOTALS 54.38% 45.62% SEPTIC TANK KWAY LLE `:`; i PROP. DISTRIBUTION BOX .._.:` _:: _ ADJACENT PROPERTY 77 �..., DJACENT PROPERTY - -PROpC)SED _ m _ SERVICED BY TOWN P WATER AND PRIVATE D SERVICED BY PRIVATE LEACHING GALLEYS. - - -- - - "- / F\.7,ELL AND PRIVATE W' - 'a - .,: - SEPTIC SYSTEM WWW.CARMELHILLCOM SEE SEPTIC DESIGN SEPTIC SYSTEM O O O DRAWINGS �oo�, _ - - 88.75'TC WELL - - - _- - j d j. P�W 4 Architecture Firm: WELL -- - ___--- -1.2 R-'T50. 012.3 � ' a � _ - QST HOLE DATA CARMELHILL ARCHITECTS -�-- BC EL.11.19 j �` ---� BC EL.12� / / ��. p� - - -J TEST HOLE BY MCDONALD GEOSCIENCE 4C� EDWARD KOENIG - R.A., A.I.A. �1ACKSCfe"S LANDING X13 U 7-27-209:45 AM 415 LAKE AVENUE SOUTH ASSUMED TO BE ACCURATE NESCONSET, NY 11767-1848 631-277-3337 ' EL.11.68 APPROXIMATE GRADE � I 13' e 50 --- �� Website: WWW.CARMELHILL.com EL.13.25 o SECOND FLOOR -- ,.: c Email: CARMELHILL16@gmail.com O O BROWN SILTY SAND a,t : :z,•:,<,.,I:>.: &CAROLINE TO 0`1h� Cl) (SM) / 610ACSONS LANDSNG NO MATTITU NY 11952 Project Title: 5.50 / o PALE BROWN FINE TOSCANO RESIDENCE - - - - _T-- (SP) P.RpPO 'ED TOM & CAROLINE TOSCANO DECK / \ 610 JACKSONS LANDING X25 .b S \FT :• � ADJACENT PROPERTY 1 MATTITUCK, YADJACENT PROPERTY WATER ENCOUNTERED \ \ \ \ •' NY 11952 SERVICED BY PRIVATE 1.00 j ' w„FuucAa,:o, 917-440-0916 WELL AND PRIVATE SERVICED BY TOWN d �`'.. SEPTIC SYSTEM ATERAND PRIVATE I ONEda11LE. tI DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 SEPTIC SYSTEM - y4' 6'IU Uacl=on lands xJ l Sheet Title o WATER IN PALE BROWN 4. ` .xi.lc;r.,,,_r•.alE,l�$ . �n� �r FINE TO MEDIUM SAND ��, ITE PLA N PLOT PLAN SCALE: 1"= 20'-0" 0�PO G � } u • '11. ,.;s/ ,#. 7 T PLOT PLAN INFORMATION OBT/;!NED FROM SURVEY BY: FIRST FLOOR ''4: 7i 'ioUaP �'°��•, limn•,.c i::, . , NATHAN TAFT CORWIN III BOTTOM OF TEST HOLE8 50 ' � •� i � •' ^ P�.,.; i•,: Drawing No. - LAND SURVEYOR 1586 MAIN ROAD SQUARE FOOTAGE ANALYSIS JAMESPORT, NY 11947 SCALE: 1"= 20'-0" LOCATION MAP A=2 631-727-2090 ROOF DRAINAGE CALCULATIONS BUILDING D_f PA RT1�E N T N Copyright of Architectural Drawings-These plans are protected by federal law and are subject to copyright protection as an "architectural work"under section 102 of the copyright act, 17 2020 ES I D E h�_i corn D E O F N��n U.S,A.as amended December 1990 and known as Architectural .: ,YORK STATE DRAINAGE CALCULATIONS FOR 3"RAINFALL 2020 BU ILDI NC' GODF OF NF�n� YORK STAT Works Copyright Protection Act of 1990.These drawings are �' � provided as an instrument for construction for the construction NAME OF AREA UNDER CONSIDERATION project at the address shown on the title block of the drawings and AREA: 1,973.86 SF 2018 WOOD FRAME CONSTItI'CT!ON MANUAL(WFCM) they may not be used for any project other than that listed at the 2020 ENERGY CONSERVATIO; CONSTRUCTION CODE OF NEW YORK STATE address shown on the title block without the written consent and CALCULATION RATE: 100% IMPERVIOUS WITH 3 INCH RAINFALL NFPA70-17 NATIONAL ELEC.' P.ICAL CODE VOLUME: 1973.86 X 1.00 X 3/12 FT= 493.47 C.F. 2020 FIRE CODE OF NEW Y'tliRICATE compensation of the architect.This protection includes but is not limited to the overall form as well as the arrangement and 8 FT. DIA. RING= 42.24 C.F. PER VERT. FT. composition of spaces and elements of the designs. Under such REQUIRED DEPTH: 493.47 42.24 C.F. PER VERT. FT. DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 protection, unauthorized use of these plans,work or home / = 11.68 VERT, FT. REQUIRED represented, car. legally result in the cessation of construction or PROVIDED DEPTH: 12 VERTICAL FEET ZONED RESIDENTIAL_ZQc IrLR_4Q_SINGLE FAMILY RESIDENCE buildings being seized and/or monetary compensation to Carmelhill (3)4 FT, DEEP POOLS R-3 SINGLE FAMILY RESIDEIhIAL DWELLING OCCUPANCY CLASSIFICATIONArchitects and/or Edward Koenig. TYPE 5 ORDINARY WOOD FIV,Iv1E CONSTRUCTION PROPERTY OWNER: ERIC KOENIG I NO. DESCRIPTION DATE 31 OAKLAWN DRIVE COMMACK,NY 11725 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 631-864-7418 2: ISSUED FOR CONSULTING. 3-16-20 PROPOSED RESIDENCE F�2: TOM AND CAROLINE TOSCANi) 31 EDGEWOOD DRIVE 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 NEW HYDE PARK,NY 11040 CODES. 917.440-0916 4 REVISED FOR NEW SURVEY AND TEST HOLE. 19-23-20 PROPERTY ADDRESS: 610 JACKSONS LANDING MATTITUCK,NY 11952 5 REVISED WETLANDS COVERAGE 10-2-20 PROPERTY LOCATION: SOUTH SIDE OF JACKSONS LANDING CALCULATIONS. 550.86 FEET EAST OF MILL ROAD 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 4 i O� MATTITUCK CR AND DRY STACK RETAINING WALL ELEVATION 3,245.9 S.F.TWO STORY RFf!C;�NCE (S 2) 32.7 S.F, DECKS 7 REVISED PER BOARD OF TRUSTEES 1-5-21 ARENT HIGH WATER+ '`•--�-'"�--� �- �._/ 73.79�.F.R/0 PATIO RECOMMENDATIONS.50 FOOT NON-TURF _ 6 3.4_8 �`' 4 --- 3ABR rs _ _ _ _ _ _ _ __ BOUNDARY ADDED,CHANGED SEPTIC TO LOW --s" "�� - (�'� NITROGEN I/A OWTS,AND ADDED FOOTPRINTS _ 1JUE E TYP L E lC I n OF ADJACENT HOMES,RESUBMITTED FOR TRUSTEES REVIEW AND APPROVAL. _---- PLOT PLAN BUILDING FOOTPRINT � _ _ _ .- - - ` _ _ _ - - - - � -' - - - - - AREA CALCULATIONS �^ _ J _ _ 3--- - - As, PLOT PLAN TERRAIN NEIGHBORS _ PROPERTY AREA: 24,222.17 SF _ -1- " _ ~ EDGE-O, FIDAL WETLANDS AS _ - - - - ---' - PLOT PLAN TERRAIN PERIMETER IDENTIFIED BY NATHAN CQRWW-LANG ~ _ 4'F FLOOR AREA RATIO CALCULATIONS: R 0 OOT AND 25 FOOT EXIST.I13 vVATER PLOT PLAN WATEI� EXISTING 4� SU j YJ�R 0"-20--20-20 F�'3� L _ BUFF-ERS-TO BE PROPOSED FIRST FLOOR 1784.1 SF PROPOSt-D'NATER PLOT PLAN WATER PROPOSED MEMORIALIZED INA COVENANT PROPOSED SECOND FLOOR 1457,83 SF - ` PROPOSED R/O PORCI-1#1 73.79 SF TE EXISTIIJ3 WASTE PLOT PLAN b AND RESTRICTION FILED WITH NASTf.: EXISTING TOTAL AREA: 3315.72 SF THE OFFICE OF THE SUFFOLK / COUNTY CLERK AS PER FLOOF AREA RATIO: 13.69% % PROPOSED V,VASTE PLOT PLAN WASTE= PROP05ED SOUTHOLD TOWN TRUSTEES. LIMIT OF 40 FOOT DEC BUFFER LOT COVERAGE CALCULATIONS GAS - - EXI"rI:-IG GAS PLOT PLAN GAS EXISTING C FOR NON-GROUND PROPOSED FIRST FLOOR 1784.1 SF M PROPC;+SED R.�O PORCH#1 73.79 SF AS PROP(', ED GAS PLOT PLAN GAS PROPOSED ' ��•�G DISTURBANCE, INSTALL �1 0 J.L. O.FI, - U.L. EXISTING OVER HEAD UTILITY LINES F� � 0 4 TOTAL�AREA: 1857.89 SF i � EROSION CONTROL MEASURES N m ~ f _ -d�) f LOT COVERAGE RATIO: 7.67% % 0NSfSTING OF HAY BALES z m -� 25 FOOT BUFFER FROM ! STOCKADE FENCE 7 _ _ _ _¢ _ _ _ _ - _ ,Y _ _- AND STACKED gJLT{-El�t>�ING• m y APPROVED STRUCTURE ES - X - E;'F - - EXISTING WOOD �, _ NO„_,C 9' LI D DISTURBANCE ZONIN(s REVIEW r 1 i m LIMITS. NO DISTURBANCC TO PSF X - PSr' - PROPOSED WOOD STOCKADE FENCE I EAWARD OF THIS LINE. d TOWN OF SOUTHOLD I i 11 t �.�--" - NaLLRAL VEGETATION OlZ ! REQUIRED PROVIDED PASS TRUSTEES 25 F007 i� =-' '' tt ! l FFER ZONE TOPOGRAPHY-SEAWARD OF NO(SEF - EV - X --- E`:'F -- - EXISTING VINYL FE-NCE NONDISTURBANCE BUFFER .f I ;4 OF 4� p -''"� THIS LINE' MINIMUM BUILDING LOT 40000.00 24222.17 SECTIC.6 280- PVF X - PVI:: -- X PROPOSED VINYL t=ENCEG 124) MINIM(:M LOT WIDTH - EXISTING OPEN PICKET-VISIBLE THROUGH -FENCE _ 150.00 126.96 NO P EOP - EOP --- _ MINIMLM LOT DEPTH 175.00 219.51 YES _ P POP - POP -- - PROPOSED OPEN CAD File Name: TOSCANO REVISED 7•layout TOWN OF SOUTHOLD- _ I � � 1N ..-- �--' � � ZONE AE EL•8) FRONI;SETBACK 40.00 41.00 YES PICKET-VISIBLE THROUGH-FENCE TRUSTEES ADDITIONAL 25 u' ZONE X SIDE S+_TBACK ONE 15.00 19.40 YES Drawn By; Edward Koenig -"' SIDE SETBACK TWO 15.00 36.36 YES EC -- X - ECL - - EXISTING CHAIN LINK FENCE FOOT NON-T RF AREA _ or °ter_ _ - / , .� UJ / ' AGGREGATE SIDE SETBACK 35.00 55.76 YES PCL X - PCL ,- X PROPOSED CHAIN LINK FENCE Architect's Seal REAR�ETBACK 50.00 115,19 YES _ ~ _ "'� - '"' _ -- r '• �� 0-7- - � HEIGHT IN.STORIES 2-1/2 2 YES ZONE AE EL• "' - ___ _ _._ t-- Y _ HEIGH`i IN FEET 35.00 30.01 YES E X* o GFIY STACK - MAXIMUM LOT COVERAGE 20.00% 7.67% YES Ri TAINING W LL. :G < EXISTING i ' r K _ _ -J (7) I S. E ATL. 1/A-2.5 CLC:tAi Cil ;1E1�. _ W •� _ '/ i /� .l r Y ��F-•'�� }.. C7 6 ' 'i --_._ _ - - EXISTING $l LOT(C 'EFtAGE CALCULATIONS r _ ELEVATED DECK /� I #31 \P G ' SED' t it 's j BUILDING FOOTPRINT; 1784.1 SF m i 1 t T ,. PROPC'SED R/O PORCH#1: 73,79 SF } BOVV - b n E -� �c� #2 I �- 5 FRON ENTRY STAIRS 14.57 SF - 19:254.0 4. 25.5$ I � - �/ 6 PRO GS'ED DECK#1 -FIRST FLOOR 254.05 SF ',^a•°y.ta. 8 ; ay_ ' r O _ PROPOSED DECK#2-SECOND FLOOR 71.38 SF IOTA! IMPREVIOUS AREA: f 2197,89 SF EXISTING �. ;` !' / / / . / 20 / NON-WETLANDS LOT COVERAGE%: 11.34% % DECK \RESIDEt.�I`C /PROPOSED �' - TWO STO r':ti g / I EPRS S C,E LARL. ti _E STTN %,GAR L:,!.il ;', - ,, /moi=RGI'A 1. � i/ 6 h. EXISTING - - - /, F1RSTj ': DRfVEWA O AVERAGE GRADE CALCULATION / CARMELHILL RESIDENCE S D I / ; �SECON -f L0: j /-y / �0 ' EL.?.3. 7 D FACE OF STRUCTURE LINEAR FOOTAGE OF LENGTH<.IF ELEVATION LESS LENGTH OF ELEVATION MORE ARCHITECTS R / PROJECTED ELEVATION THAN 6'-0"ABOVE GRADE THAN 6'-0"ABOVE GRADE A C H IT E CTS 19.40 �' l°12.85 ' '9'676' '+,'12:p'. .% , , 1. i/ i RESI ENCE FRONT ELEVATION 49.75 49.75 0.00 Q ' ;14.95 / - / RIGHT_LEVATIONS 37.8 5.57 32.23 CONTROL PANEL °v ✓ ` OPO L 363' ( REAR ELEVATION 49.75 ... i, 1 3.17 46.58 mow. :� i LEFT E_EVATION 35.46 35.46 0.00 _ PROP SED '� i i- / i TO_TA L1i _�- 93.95 78.81 PFtbPOSED I/A OW T { EA GR Elr /' tit PERCEATAGES TOTALS 172 76 54.38% 45.62% SEPTIC TANK �' A KWAY LE r x E 8.5 \\ / PROP. DISTRIBUTION v" BOX �; i - s i,. / ADJACENT PROPERTY hJ'r' a � ; m ,:a �<,( ADJACENT PROPERTY _ _ -PROPbSED `` _ # 3 I -�a SERVICED BY TOWN r' ,� : ' „ ;,� ,��r^��.)Vt=L)A� SERVICED BY PRIVATE LEACHING GALLEYS. I _ - - �� : WATER AND PRIVATE P D rtt'9Ct +";Csl(Ol I"I( � �F WELL AND PRIVATE I'' `` SEPTIC SYSTEM D K'�.' SEPTIC SYSTEM SEE SEPTIC DESIGN - ��I(� - __ _ _ % f' :f �l'1 tqr:= .a; u' 4:„a ^; C' ) .. DRAWINGS a r / www CARMELHILL.COM 88.75 TO WELL - # - _ / »wa' ..�; I... • WELL,L _ -� ___-_____- ------- r f12 ' �' O- X2.3 a I n v� 'EL-T$. 4 �,� f / t'.. i '' Architecture Firm: -- 1119 0 BCE , 47 - `------ _ _ IE"-'r HOLE DATA , CARMELHILL ARCHITECTS 86 �J TEST HOLE BY MCDONALD GEOSCIENCE 45Ite�� /F� / EDWARD KOENIG - R.A., A.I.A. 7-27-,0 9:45 AM / 415 LAKE AVENUE SOUTH � ` ASS{�IvIED TO BE ACCURATE � � � r NESCONSET, NY 11767-1848 E�8 I 13' 'eL�� _ APPROXIMATE GRADE `�, ; ,` - 631-277 3337 �0 8.50 1;4 Website: www.CARMELHILL.com o SECOND FLOOR Email: o BROWN SILTY SAND II: CARMELHILL16@gmall.com �J M ,i° !1i. :.,, tt i,.«,q'.,/, 'ea -.: ,,2;�5' \i� (SM) ^!li-l;::l.. ?: TOM& CAROLINE TOSCANO 610 JAS SONS LANDING MATTITU NY 11952 Pr 'I;. :„;li. . .:•. oject Title: ----" ---,_ a PALE BROWN FINE �: . / !Fi ,, LO TOS ANO RESIDENCE (SP) P.ROROSED.\� :i;; .•!'.', ` ` b�CK TOM & CAROLINE TOSCANO ADJACENT PROPERTY -7� ,. •, � 2 05 SQ FT` � '' '� 610 JACKSONS LANDING ADJACENT PROPERTY WATER EN '`.``,:,!! ,' / SERVICED BY PRI:fATE # COUNTERED ` ',:. WELL AND PRIVATE SERVICED BY TOWN 1-/ 1.00 MATTITUCK, NY 11952 SEPTIC SYSTEM I WATER AND PRIVATE ` I �4 917-440-0916 SEPTIC SYSTEM /i' ONE=NIILE, ,; IT`' DISTRICT _ :;; �, TRICT 1000 SECTION 113 BLOCK 4 LOT 8 1 / �/ t,°Jarkam,7:w,Jtru�' (.{'' ;•jii '� .,} 7 �SE�/ ' , .,f•' .. .. .;; . .. � 'I'd.,:e'f:l:l,r,"ins F Sheet Title WATER IN PALE BROWN ' 53 FINE TO MEDIUM SAND ' ' / ! '. s`° / ` :::' / , (sP, i' � ;, ��Y�.�,..;.�.tt,;, PLA N PLOT PLAN SCALE: I"=20'-0' �/z R O PORC =e , 118' `.{,:t...:. •• '/. > u§ PLOT PLAN iNFOR,�,.,TtON CBT/NED FROM SURVEY BY: `t " ' ` NATHAN TAFT COR`:;`If� i(f T FLOQ13 f „R FIRS �5 Sr p,i,U14^4Pn:vu,•,$' ;, J i;' LAND SURVEYOR _ BOTTOM OF TEST HOLE ` ,°:,,.r, ;: r: ,. Drawling No. -8.50 ,�- :, 15f36 MAIN ROAD :`. „ JAMESPORT, NY119+7 SQUARE FOOTAGE ANAL YSiS 631-727-2090 - SCALE: i" 20'-0" LOCATION �.dAP A=2 Copyright of Architectural Drawings-These plans are protected by federal law'and are subject to copyright protection as an "architectural work"under section 102 of the copyright act, 17 U.S.A. as amended December 1990 and known as Architectural FIRST EL_QM Works Copyright Protection Act of 1990.These drawings are provided as an instrument for construction for the construction project at the address shown on the title block of the drawings and they may not be used for any project other than that listed at the r VENT WITH INSECT/ address shown on the title block without the written consent and RODENT SCREEN compensation of the architect.This protection includes but is not limited to the overall form as well as the arrangement and TOPPING FOR GRASS AREAS TO BE , ,,.a composition of spaces and elements of the designs. Under such 3-1/2" MIN.TOP SOIL FINISHED TO protection, unauthorized use of these plans,work or home GRADE. TRENCHING THROUGH TOWN represented, can legally result in the cessation of construction or ROADWAYS SHALL BE FINISHED TO buildings being seized and/or monetary compensation to Carmelhill 4"THICK 4,000 PSI POURED CONCRETE SLAB COMPLY WITH TOWN OF ISLIP TYPICAL BACKFILL IN EXCESS OF 9" BELOW PAVEMENT !'`''" Architects and/or Edward Koenig. SIDEWALK WITH 6"X 6"W1.4 X W1.4 W.W.F. OR ROAD SECTION DETAIL 1/A-6. SOiLS SUB-GRADE TO BE COMPACTED TO 90% ADJACENT OR SEEDED GRASS WITHIN 9" OF PAVE10ENT SUBGRADE _ 1'-0" MIN AASHTO T-99 EXPANSION JOINT 1/2"THICK PREMOLDED COMPACTED TO 95°lo OF MAXIMUM N,T.S ' NO, DESCRIPTION DATE 6" ADJACENT CONCRETE ONLY DENSITY PER AASHTO T-99 ff- 1 TES: ; . 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 TOP OF CURB ELEVATION (TC) _— \ \ L INSTALLATIONS TO COMPLY WITH PSEG + COPING CAP STONE —�1-1f2" RADIUS BULLNOSE I \ \ \ 2 ISSUED FOR CONSULTING, 3-16-20 -III—I I LONG ISLAND SPECIFICATIONS ANDSAWGUT EXISTING PAVEMENT 2'-0QUIREMENTS FOR ELECTRIC ' ' 3 REVISED ALL CODE REFERENCES TQ 2020 s-,-2o FINISHED GRADEo BOTTOM OF CURB ELEVATION(BC) BEYOND TRENCH WNERE REQUIRED I I I=I I I • '• cSTALLAT{ONS 2012 EDITION AND THE LATEST CODES. FOR PAVEMENT RESTORATION _ = , ITION OF THE NEC. 4 REV{SED FOR NEW SURVEY AND TEST HOLE, 9-23-20 CONCRETE ADHES'VE BETWEEN EACH °�_° ° is r.; 's r . "` :r ' COURSE OF BLOCK, LENGTHWISE = I �/'%` ' ADJACENT PAVEMENT I I I i UNDERGROUND INSTALLATIONS BY THE ,III=I ,. .t�•;l••.,` �'�' ;.'� —III �( 5 REVISED WETLANDS COVERAGE 10-2-20 _ _ I CUSTOMER, FROM HIS SERVICE EQUIPMENT IL�i BACKFILL --III 2 „ '�"-' —� �; BASE SUBCOURSE CALCULATIONS. —III ,�•;,;;.;, .•- ,�; .,, III-I TO HIS PROPERTY LINE, MUST MEET MINIMUM _ 1 +•" `i:: r: �' +:` %: 6 ADDED AVERAGE GRADE CALCULATIONS A-2 12-13-20 -; I=� „ (— I i- i (�I=I •s.;..;.. ;:r- . ; .,=I (I REQUIREMENTS OF LIPA, NEC AND LOCAL ( ) p° 12"DEEP WELL DRAINING 3/4" DIA. CRUSHED GRAVEL _ —' HEAVY TACK COAT ALONG ADJACENT ? ';+: : i:; -': ;:>,�:: AND DRY STACK RETAINING WALL ELEVATION _ 1=� I I' " I(_ ( -I I i III-I MUNICIPAL CODES. =III=i „ PAVEMENT) INTERLOCKING PRIcCAST CONGRETE UNITS ! I I—) ,' •' ''' —Ili— „ (S 2) l=' -1 I I—I — - (— ILECTRIC SERVICE CABLE IN `y CONCRETE CURB-4,000 PSI (EXPANSION JOINTS •III - I —. 14'O.C. MAX.) I_I 'y:,;y:,:;.,:t:,:•;:,:r -- _CONDUIT `. "X 16"COMPACTED GRAVEL AGGREGATE BASE �— l� COMMUNICATIONS FACILITIES -1 Ts—lil=ill�I1=i!hT(�iliTl'L 11 —I I—i I I—I I 1 t VERIZON OR CABLEViSION #4 REBAR, CONTINUOUS,TOP AND BOTTOM ( ) STABILIZED SUBGRADE (MIN. 95%COMPACTION) I AS SERVICE A13ACK RETAINING WALL DETAII nCONCRETE CURB DETAIL UNDERGROUND ELECTRIC A3 E TRAP DETAIL SCALE: 1/21 - 1 0 SCALE: 1 - 1 0 SCALE: 1 - 1 0 SCALE: 112 1 -0 SEDIMENT CONTAINMENT AREA 5'-0"MIN. (N.T,S.) 36"WOOD POST MESH REINFORCEMENT (IF NECESSARY). I 14 i�� SILT FENCE GEOTEXTILE I = xYx; x Z o x x� I N � ' x� ' I I � x TOE OF SLOPE I x x x x 11 x ' XL r L - x x FLOW- O- � I EXISTING ANGLE FIRST STAKE x - xX, rx< I x x - TOWARDS PREVIOUSLY ' x <x x I GRADE LAID BALE ,x x x x 11 11 x CAD File Name: TOSCANO REVISED 7,1ayout a �_) Ixx_x_ _ xxx, x 1 x Drawn By: Edward Koenig _ '1 x xx q x x l �x x x' �x x x x z X x x x x x Architect's Seal x .1 l EXCAVATE, BURY SILT FENCE,/ I X x�/, fix�X X x x Ix FABRIC,AND BACKFILU �-xx _ x - COMPACT EXCAVATED rx x r x, X� x x x x x x X x x 1 5UND BALES PLACED ON FLOW xx x _- CONTOUR xx SILT FENCE NOTES: iJ I /l' �r1 x x �?-:». ° x 44x1 =1-111 Il—1 Tll x (2) RE BAPS OR 2"X 2"WOOD — — j— x 1. SILT FENCE ASSEMBLIES SHALL B PLACED A MINIMUM OF 5.0 FEET FROM '�!1-1�-�—� I=E=LI== i—II—I r I-�—I - x_Yk_x x STAKES PLACED 1.5'TO 2.0' 1N iii—(Z—)fi—t' i�—I ID=(�-1�—�-- �;L1= THE TOE OF SLOPE, 10.0 FEET PR -ERRED,TO PROVIDE ADEQUATE AREA �-�-`II= T-�I-117i j1 _ GROUND. DRIVE STAKES FLUSH FOR SEDIMENT STORAGE AND FAC (TATE MAINTENANCE OF SEDIMENT 11=� ID-=1S1i - WITH TOP OF BALE. CONTAINMENT AREA. �W' �- 2. SILT FENCE GEOTEXTILE MATERIA1 3 SHALL BE EITHER POLY-FILTER X, BEDDING, D ETA L ANCHORING DET MIRAFI 100X, STABLINKA T140N, CR-,'--ROM THE CURRENT NEW YORK STATE DEPARTMENT OF TRANSPORTATIDITAPPROVED LIST OF GEOSYNTHETICS NOTES: FOR HIGHWAY CONSTRUCTION. 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ROW WITH ENDS TIGH LY ABUTTING THE CA Rills E L H I L L 3. POSTS MAY BE 2"X 2"(MIN.)HARDWOOD OR 2" X 4" (MIN,)SOFTWOOD. ADJACENT BALES. DRAINAGE AREA SHALL BE NO MORE THAN 1/4 ACRE PER 100 FEET OF STRAW BALE FOR SLOPES LESS THAN POSTS SHALL BE SPACED AT EITHER 4.0 FEET OR 6.5 FEET AND MAY OR 25%' ARCHITECTS MAY NOT REQUIRE MESH REINFC CEMENT AS PER THE NEW YORK STATE DEPARTMENT OF TRANSPORTATIDI J APPROVED LIST OF GEOSYNTHETICS 2• EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF FOUR(4) INCHES AND PLACED SO THE BINDINGS ARE HORIZONTAL. FOR HIGHWAY CONSTRUCTION. 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO WOOD STAKES OR REBARS DRIVEN T1]ROUGH THE BALE,THE 4. THE APPROVED LIST OF SILT FEDI E GEOTEXTILE MATERIALS IS AVAILABLE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE BALES UPON REQUEST AT THE TOWN OF IMITHTOWN ENGINEERING DEPARTMENT. TOGETHER. STAKES SHALL BE CENTERED AND DRIVEN FLUSH WITH EACH BALE. 5. SEDIMENT SHALL BE REMOVED V/HEN ACCUMULATION REACHES ONE-HALF 4. PERIODIC INSPECTIONS AND MAINTENANCE SHALL BE PROVIDED AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLYAS OF THE MEASURED HEIGHT OR AS NEEDED, SEDIMENT SHALL BE REQUIRED. SEDIMENT SHOULD BE REMOVED WHEN iT REACHES A DEPTH OF ONE-HALF THE BALE HEIGHT, SEDIMENT SHALL BE DISPOSED OF BY THE CONTRACTOR AS UNSUITABLE MATERIAL. DISPOSED OF AS UNSUITABLE MATERIAL. 6. AFTER REMOVAL,THE AREA BENEATH SILT FENCE SHALL BE RESTORED TO 5. BALES SHALL BE REMOVED AT THE COMPLETION OF THEIR USEFUL LIFE SO AS NOT TO IMPEDE STORM FLOW OR DRAINAGE. ITS ORIGINAL STATE. 6.AFTER REMOVAL,THE AREA BENEATH THE BALES SHALL BE RESTORED TO ITS ORIGINAL STATE, L 7,7777, 56 T H T W N SILT FENCE DE18IL - SMITHTOWN www.CARMELHILL.COM A-3 „_ �_ �� A-3 SCALE: 1 - 1 0 NOT TO SCALE --- Architecture Firm: CARMELHILL .ARCHITECTS EDWARD KOENIG - R.A., A.I.A. 415 LAKE AVENUE SOUTH NESCONSET, NY 11767-1848 631-277-3337 Website: www.CARMELHILL.com Email: CARMELHILL16@gmail.com Project Title: TOSCANO RESID N .F TOM & CAROLINE TOSCANO 610 JACKSONS LANDING MATTITUCK, NY 11952 917-440-0916 DISTRICT 1000 - SECTION 113 - BLOCK 4- LOT 8 r Sheet Title r4 Y ti> €) Lw c; SITE DETAILS APPROVED AS Przn, TEnk S ANID CFOi' DI'3ION'Si OF, PE ti`Aff NO Drawing No. A=2n5 BUILDING DEPARTMENT NOTES Copyright of and are Architectural t to copyright plans are protected by ROOF DRAINAGE CALCULATIONS federal law and are sub ect e io ri ht rotectipy igs a architectural work under section 102 of the copyright ht act, 17 2020 RESIDENTIAL CODE OF NEW YORK STATE U.S.A. as amended December 1990 and known Architectural Works Copyright Protection Act of 1990.These drawings are DRAINAGE CALCULATIONS FOR 3"RAINFALL 2020 BUILDING CODE OF NEW YORK STATE provided as an instrument for construction for the construction NAME OF AREA UNDER CONSIDERATION project at the address shown on the title block of the drawings and 2018 WOOD FRAME CONSTRUCTION MANUAL(WFCM) they may not be used for any project other than that listed at the AREA: 1,973.86 SF 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE address shown on the title block without the written consent and CALCULATION RATE: 100% IMPERVIOUS WITH 3 INCH RAINFALL NFPA70-17 NATIONAL ELECTRICAL CODE compensation of the architect.This protection includes but is not 2020 FIRE CODE OF NEW YORK STATE limited to the overall form as well as the arrangement and VOLUME: 1973.86 X 1.00 X 3/12 FT= 493.47 C.F. composition of spaces and elements of the designs. Under such 8 FT. DIA. RING= 42.24 C.F. PER VERT. FT. DISTRICT 1 000 - SECTION 113 - BLOCK 4 - LOT 8 protection, unauthorized use of these plans,work or home REQUIRED DEPTH: 493.47 /42.24 C.F. PERVERT. FT. = 11.68 VERT. FT. REQUIRED represented, can legally result in the cessation of construction or ZONED RESIDENTIAL_ZO EDR-40_SINGLE FAMILY RESIDENCE buildings being seized and/or monetary compensation to Carmelhill PROVIDED DEPTH: 12 VERTICAL FEET Architects and/or Edward Koenig. (3)4 FT. DEEP POOLS R-3 SINGLE FAMILY RESIDENTIAL DWELLING OCCUPANCY CLASSIFICATION TYPE 5 ORDINARY WOOD FRAME CONSTRUCTION PROPERTY OWNER: ERIC KOENIG NO. DESCRIPTION DATE 31 OAKLAWN DRIVE 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 COMMACK,NY 11725 631-864-7418 2 ISSUED FOR CONSULTING. 3-16-20 PROPOSED RESIDENCE FOR: TOM AND CAROLINE TOSCANO 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 31 EDGEWOOD DRIVE CODES. NEW HYDE PARK, NY 11040 917-440-0916 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 PROPERTY ADDRESS: 610 JACKSONS LANDING 5 REVISED WETLANDS COVERAGE 10-2-20 MATTITUCK,NY 11952 CALCULATIONS. PROPERTY LOCATION: SOUTH SIDE OF JACKSONS LANDING 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 550.86 FEET EAST OF MILL ROAD AND DRY STACK RETAINING WALL ELEVATION 4 ARDS BBA HOF MATTITUCK CREEK 3,245.9S.F,TWOSTORYRESIDENCE (S-2) 325.07 S.F.DECKS 73.79 S.F.R/0 PATIO 7 REVISED PER BOARD OF TRUSTEES 1-5-21 RECOMMENDATIONS. 50 FOOT NON-TURF L ARENT HIGH WATER ) p re / BOUNDARY ADDED,CHANGED SEPTIC TO LOW _ 63.40 C �3 NITROGEN I/A OWTS,AND ADDED FOOTPRINTS PLOT PLAN LINE TYPE LEGEND OF ADJACENT HOMES.RESUBMITTED FOR F<•.r4 3� _ - - A 82 p n-�� 3T �/- - _ _ - - - - - - TRUSTEES REVIEW AND APPROVAL. o _ _ _ _ - - - - - - - _ PLOT PLAN BUILDING FOOTPRINT AREA CALCULATIONS - -- - PLOT PLAN TERRAIN NEIGHBORS _ 3-- - - - _ - - - PRO! ERTY AREA: 24,222.17 SF - -- - PLOT PLAN TERRAIN PERIMETER ED-GE-OF TIDAL WETLANDS AS _ _ _ - - - R EXISTING WATER PLOT PLAN WATER EXISTING �DENTiFIED BY NATHAN CO_R�/1/M1tA1V6 40 FOOT AND 25 FOOT FLOOR AREA RATIO CALCULATIONS: - 4 SURVEYOR ONI 20=2020 �� 3� I BUFFERS-TO BE PROPOSED FIRST FLOOR 1784.1 SF PROPOSED WATER PLOT PLAN WATER PROPOSED PROPOSED SECOND FLOOR 1457.83 SF MEMORIALIZED INA COVENANT PRO[OSED RIO PORCH#1 73.79 SF TE EXISTING WASTE PLOT PLAN WASTE EXISTING 3� AND RESTRICTION FILED WITH TOTAL AREA: 3315.72 SF m ' THE OFFICE OF THE SUFFOLK FLOO,1 AREA RATIO: 13.69% % PROPOSED WASTE PLOT PLAN WASTE PROPOSED - �'3s � COUNTY CLERK AS PER 9 SOUTHOLD TOWN TRUSTEES. LOT COVERAGE CALCULATIONS GAS EXISTING GAS PLOT PLAN GAS EXISTING 3S LIMIT OF 40 FOOT DEC BUFF G PROPOSED FIRST FLOOR 1784.1 SF I FOR NON-GROUND �' "� Z � I AS PROPOSED GAS PLOT PLAN GAS PROPOSED m o PROPOSED RIO PORCH#1 73.79 SF 'G DISTURBANCE INSTALL o _ 4 TOTAL AREA: 1857.89 SFJ.L. O.Ij. - U.L: EXISTING OVER HEAD UTILITY LINES � EROS ION_C-ONTROL MEASURES r�m o � � - ' � LOT COVERAGE RATIO: 7.67% % 4 ONSISTING OF HAY BALES Z 25 FOOT BUFFER FROM ESF X - ESF - - EXISTING WOOD STOCKADE FENCE AND STACKED QJa-Fff1gI5ING. m � APPROVED STRUCTURE c� 7 _ _ _ _ _ - - PSF - X PSF X PROPOSED WOOD STOCKADE FENCE -`� - - °'- - NOf,&BlfttfD DISTURBANCE 'm LIMITS. NO DISTURBANCE TO ZONING REVIEW � �- EAWARD OF THIS LINE. REQUIRED PROVIDED PASS , I , ' I NaU.RAL VEGETATION OR "- NO(SEE EVF X Et F - - EXISTING VINYL FENCE TOWN OF SOUTHOLD ER ONE HY_SEAWARD OF TRUSTEES 25 FOOT i� �F THIS LINA TOPOGRAP- MINIMUM BUILDING LOT 40000.00 24222.17 SECTION 280- PVF - X - PVFX.F PROPOSED VINYL FENCEG NONDISTURBANCE BUFFER 0E-4S=OOT 124) P EOP - EOP - EXISTING OPEN PICKET-VISIBLE THROUGH -FENCE MINIMUM LOT WIDTH 150.00 126.96 NO CAD File Name: TOSCANO REVISED 7.1ayout -� -5 - - - - MININ.UM LOT DEPTH 175.00 219.51 YES - POP - POP - PROPOSED OPEN PICKET-VISIBLE THROUGH -FENCE - -- - �' - - . - 6 ' ZONE AE EL•8) FRONT SETBACK 40.00 41.00 YES P Drawn By: Edward Koenig TOWN OF SOUTHOLD I .� r ZONE X* SIDE SETBACK ONE 15.00 19.40 1 YES ECL - X ECL - EXISTING CHAIN LINK FENCE cn SIDE SETBACK TWO 15.00 36.36 YE TRUSTEES ADDITIONAL 25 �. _� � _�- "' � S FOOT NON-T RF AREA o -�'- �� AGGREGATE SIDE SETBACK 35.00 55.76 YES PCL X - PCL X PROPOSED CHAIN LINK FENCE Architect's Seal _W REAR SETBACK 50.00 115.19 YES HEIGIIT IN STORIES 2-1/2 2 YES r -7- HEIGHT IN FEET 35.00 30.01 YES C @p ER/C fs ZONE AE EL. O o [ RY STACK - MAXh�UM LOT COVERAGE 20.00% 7.67% YESt';� +� NEX o w .•Z . �a o R TAINING W LL. / I §x: a EXISTING 4 �- - - - E DTL. 1/A-2.5 / N I / , ELEVATED DECK -_ y - - _ EXISTING \ ! - - (� (� - L07 COVERAGE CALCULATIONS 1);106 02 M C) 6 - - 8� ELEVATED DECK BUILDING FOOTPRINT: 1784.1 SF �- 2 = � �P S p I PROFOSED RIO PORCH#1: 73.79 SF yr NO T _ _ 5 FRON F ENTRY STAIRS 14.57 SIF LPROPOSED DECK#1 -FIRST FLOOR 254.05 SF2 .58 ��' _ - - E PROPOSED DECK#2-SECOND FLOOR 71.38 SF _ 1 2 - O - - TOTAL.IMPREVIOUS AREA: 2197.89 SF NONA%IETLANDS LOT COVERAGE%: 11.34% % EXISTING -' - 1 / DECK p SCARMELHILL GRA L / /� A AVERAGE GRADE CALCULATION EXISTING _ _ _ -E STfN RESIDENCE S D \ 1 '":' r .I- / 0 / / LINEAR FOOTAGE OF LENGTH OF ELEVATION LESS LENGTH OF ELEVATION MORE ARCHITECTS 1 �1 3• I. D FACE OF STRUCTURE PROJECTED ELEVATION THAN 6-0r'ABOVE GRADE THAN 6-0r'ABOVE GRADE EXISTING FRONT ELEVATION 49.75 49.75 0.00 19.40 1 f'2 0 5 RESIDENCE I RIGHT ELEVATIONS 37.8 5.57 32.23 CONTROL PANEL a2 OP 36• ✓ qI REAR ELEVATION 49.75 3.17 46.58 / LEFT ELEVATION 35.46 35.46 0.00 PR SED TOTALS 172.76 93.95 78.81 PROPOSED '/A0 T /AOT EA GR EL- �' v2 PERCENTAGES TOTALS 54.38% 45.62% SEPTIC TANK KWAY LE / I PROP. DISTRIBUTION oo BOX ' % ti0 ',.... ADJACENT PROPERTY `r o,... " SERVICED BY TOWN DJACENT PROPERTY _ _ pROpOSED O O O ` _ ;::., `;:,,,:f P D WATER AND P SERVICED BY PRIVATE LEACHING GALLEYS. SEPTIC SYSTEM ATE D CK� www.CARMELHILL.COM ELL AND PRIVATESEE SEPTIC DESIGN oSEPTIC SYSTEM INGS O o �"..;• I // / DRAW 88.75'TO WELL - - - - 4 Architecture Firm: WELL _ -- - -- -� � R=750.00123 a I � � EL. _ _-_ TEST HOLE DATA rn CARMELH I LL ARCHITECTS �_-- � EDWARD KOENIG - R.A., A.I.A. ---�-- BC EL.11.19 - _ BC E- L.�2A4 �r�,��- _ TEST HOLE BY MCDONALD GEOSCIENCE 45� �-� - ' - 7-27-20 9:45 AM 415 LAKE AVENUE SOUTH ,JACKSON S LANDING , , ASSUMED TO BE ACCURATE NESCONSET, NY 11767-1848 I i 631-277-3337 � ' APPROXIMATE GRADE Website: www.CARMELHILL.com EL.11.688.50 Email: CARMELHILL16@gmail.com EL.13.25 .� V` SECOND FLOOR f � -- _._ I:tl,S';v ;ircrl+!:..,,a.� -10 a BROWN SILTY SAND TOM&CAROLINE TOSCANO � co OK(SM) ' q '""""^p^=`r•'' 610 JA MATTITU SONS NY 1A9DING 52 Project Title: 5.50 / 1 o TOSCANO RESIDENCE PALE BROWN FINE \\ \ / f ' \ .. _- RESIDENCE - _--- - - - - IT`-- --- _ _ \ v (SP) ; QPO EP \ TOM & CAROLINE TOSCANO - �- KK \ 610 JACKSONS LANDING F�T W 5 Q. .b �- � \ � � "ADJACENT PROPERTY ��- ADJACENT PROPERTY WATER ENCOUNTERED " '�� `�� MATTITUCK NY 11952°' SERVICED BY PRIVATE SERVICED BY TOWN 1.00 j I`:,p 917-440-0916 WELL AND PRIVATE WATER AND ;' .''� DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 SEPTIC SYSTEM SEPTIC SYSTEM / :_ON65fyIILE, 4 J . {3nJ,y ( ' Sheet Title WATER IN PALE BROWN FINE TO MEDIUM SAND SITE PLAN (SP) y n PLOT PLAN R 5 P kC _. SCALE: 1" =20'-0" 7 T ' \" ryMNrf pec / FIRST FLOOR ` PLOT PLAN INFORMATION OBTAINED FROM SURVEY BY: / NATHAN TAFT CORWIN III BOTTOM OF TEST HOLE _ _ F" " ,, a � � � r:,. .,:. � -..; r Drawing No. LAND SURVEYOR 1586 MAIN ROAD -8.50 SQUARE FOOTAGE ANALYSIS a JAMESPORT, NY 11947 SCALE: 1"= 20'-0" LOCATI ON MAP A=2 631-727-2090 SURVEY OF LOT 6 L VACANT MAP OF LOT N JACKSON'S LANDING DWELLIN FILE No. 5280 FILED MARCH 28, 1969 WELL SITUATE '0P J.AC MATTITUCK (�� ( 3 TOWN OF SOUTHOLD S4 3�3 4 FOUND x��, �O1 V s LAN . ? 090 cONc. PUBLIC wa •DIN/�l SUFFOLK COUNTY, NEW YORK MON �3� ASPHALTTER IN STREET N G 1?a7S000' vWENj i S.C. TAX No. . 1000-113-04-08 SCALE 1"=40' ��3023' R�7S0,0p coNc, cuRe / caT.v,JUNCTION BOX APRIL 4, 2001 WELL x —————— — —100.00' ++-+9 MARCH 15, 2002 UPDATE SURVEY AUGUST 20, 2020 UPDATE SURVEY ` `` DECEMBER 31, 2020 ADD ADJACENT HOUSE LOCATIONS 0) /// _ ` 0.3'EEDGE WELL ,y c N / / / / \\ in AREA = 24,221 sq. ft. �TESi HOSE M (TO TIE LINE) 0.556 ac. /IL2 \\�\ \�\ OSHEFDGE O 61- X \ ® N \` O HOUSE —10 OGF 140 \ fl G X ----- \\ p13HED 1� ? ie �.� \ m ' NOTES., La CE g/ •''�' Z ��\'�Z 1-9: I @ 1 E�EXISTING ELEVATIONATIONS ARE S ARE SHOWN THUS19+o.oDATUM �AT>a DECK W // %%%\ ur 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO481H v / X29 �� H OUSE ZONE AE BASE FLOOD ELEVATIONS DETERMINED / 4.0'E. H ZONE X*: AREAS OF 0.211 ANNUAL CHANCE FLOOD;AREAS OF 1R ANNUAL _— —8 CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; FENCE 6 v ——_ x•6 % 'DECK AND AREAS PROTECTED BY LEVEES FROM iS ANNUAL CHANCE FLOOD. 1.8'W. a _ — — ` % ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2R ANNUAL CHANCE FLOODPLAIN.x. VX%% 3. ZONING SETBACKS: %, 40 - FRONT YARD —— T —_7 15' - SIDE YARD _ /� TEST HOLE DATA 20' - SIDE YARD ZONE)(* —_— ZONE X ELEVATED DECK 4. UPLAND AREA = 19.340 sq. ft. ________ __� ___________ a------- (TEST HOLE DUG BY AkDONALD GEOSCIENCE ON 07/27/2020 AT 9:45am) ZONE AE(EL 8) - - '� —_ ZONE AE(EL 8) EL 8.5' 0. BROWN SUY SAND SM 3' LOT Ox5 -42 _4 1 PALE BROWN FINE SAND SP FDUN AID C. p!S IDENTIFIED BY PREPARED IN ACCORDANCE WITH THE MINIMUM EDGE OF TIDAL WETLAND SLB ".'` STANDARDS FOR TITLE SURVEYS AS ESTABLISHED A/ NATHAN CORWIN LAND SURVEYOR ON 08 20 2020BY THE Ad x x O FOR U SUCH USE BY THENEWVYORKVSTAATTE LAND .Z° xA4 ——— —3� E!=_1-0' t 7.s TITLE ASSOCIATION. a „ 3 --- --1I ----1�—_ --- —2 .��OF Nepp'`�. �- ------- ---- 1 O FINE SJWDPE BROWN 63�� CPO O �O -- N O °P�f —0 — --ME-URE BL4N9—————- J � APPARENT HIGH WATER MARK f -- 17' � I�spT`t N 82-37',37's S 87-38'02" W W 48' 63.48' ` So M7 . Lic. No. 50467 � u UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE III EDUCATION LAW. Land ' Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans —. Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF LOT Q MAOP OF VACANT LOT JACKSON'S LANDING DWELUNVW FILE No. 5280 FILED MARCH 28, 1969 0�� WELLSITUATE AC� MATTITUCK Fb � TOWN OF SOUTH OLDSSANDINPUBLIC�� NS G SUFFOLK COUNTY, NEW Y ORK ASPHALT I X11- S.C. TAX No. 1000-113-04-08 so.00, SCALE 1"=40' WELL R�750.0 NC,CURB dUNcnON Box APRIL 4, 2001 WELL x f2.3 ----- - -100.00MARCH 15, 2002 UPDATE SURVEY x cowc. MON. AUGUST 20, 2020 UPDATE SURVEY 3 DECEMBER 31, N 6,3 �� -WE LL M 2 2D LOCATIONS MARCH 30, 202FOUNDATION LOCATION '`I oI � ro AREA = 24,221 sq. ft. HEDGE O ( (TO TIE UNE) 0.556 ac. i W 0.5'E N ��'� � l � HOUSE1 0 o.r ,1 c 3 oA / 15.0'o m 11.3' h —10�,,ppf '.T o ,♦\ W '� 12 1 . 18.5 1(�_aG R 10.0'^12.7' , HED r 3.0'E ^ n �jll '� NOTES., EL d v? � I /` IHV 1. ELEVATIONS ARE REFERENCED TO N A V.D. 198E DATUM CONCRETE`♦ ~ o W B VV 1 EXISTING ELEVATIONS ARE SHOWN THUS.1U 2�jE 9/ UNDATION ♦♦ °0 Iu=i 2. FLOOD ZONE INFORMATION TAKEN FROM: �ATEb OfCK v ♦♦♦ 1FLOOD INSURANCE RATE MAP No. 36103CO4E1H ♦ H puSE r /y� /�1'y/ / I ZONE AE: BASE OF ELEVATIONS DETERMINED 48.8' 20.8' 4.0'E. � ll//I ` (J fff""""' /`/,[�J�_ ZONE X': AREAS�0.27i ANNUAL CWWCE FLOOD;AREAS OF 1><MINWL U V CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT ♦ -8 I OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; FENCE 8 v ——— „ZE I . -8 ID10 AND AREAS PROTECIED BY LEVEES FROM 1x ANNUAL CHANCE FLOOD. ZONE X' AREAS DETERMINED TO BE OUTSIDE THE 0.4R ANNUAL CHANCE FLOODPLAIN. X.Lz1.8'R a ♦ 3. ZONING SETBACKS: __ I ♦♦ 40' - FRONT YARD % 15 - SIDE YARD -7 20' - SIDE YARD ——— ♦ ZO ZONE NE X ELEVATED DECK p 4. UPLAND AREA= 19,340 . ft. X� ` ZONAE AE(EL 8) --�- - '�-------� ZONE AE(EL e) ---6 LOT O I �w e' .-42 I >; 12BUND � I I _4 3 PREPARED IN ACCORDANCE WITH THE MINIMUM 8 EDGE OF TIDAL WEnAND AS IDENTIFIED By I w A, o. E PNTFHAN CORNRN uND�SQURyEYOR ON OB 2 2020 STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ■ BY THE OR SUCHIUSE gY D APP ARID ADOPTTD _ __ _ _ ^ TITLE ASSOCIATION. � ��"D AL JL AL AL `_ -ME-UNE ALONG K O nv '� _ APPARENT HIGH WATER N 82.37'37 63.48 W S 87'38'02" W ' 67 63.48' N.Y.S. Lim. No. 50467 UNAUTHORIZED ALTERATION VIOLATION ADDITION Taft Corwin ---� TO THIS SURVEY IS A VIO0N OF III SECTION 7209 OF THE NEW YORK STATE EDUCATCOPIES OF LAW. Land Surveyor AUG 1 2022 THE ILAND FSU THIS SURVEY SEAL ONOT ER TNG EMBOSSED SEAL.SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. BUILUING L)LN f. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. TOWN OF SOUTI;OTD ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION USTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 i 1 i i r(OBCANO bl o 3fim ifDW-� } MWITUCI ! a to TIDAL WE I AND LINE 0 �.AAtC1SCl��IEdJ612 � .r .... MMA 40MUS r �G �� p LINE TRIM LONER BRµgNES To p �„W-,�7 .� �! TfOI►L ALLOW►ASSAI i Vrrw c#sc-( icEr •=L400 • f �=MOa1J I �IMns: TW 11110011111110 AN INIrT MUff OF 11111114E IIBDEIIEB Ta ~� TIE CUNT I'N Tr1E rMroBE AF C6ST B?IWB Aw 16 FOOT TRtWTM NON TURF BUFFER ZONE No= Km LA ML p p i SAL TL IT 1f /0T RIE OO ucTOL `i 1"C"ROVED tp� TO !� TO sun COQ. 4 ' � ALL Um _ CONi�L70E RIE At• �, r 6 BOARD OF 1 RUSTEES TOWN OF SOU T'rsQLD -- s+/ - , cu.a.ts r�.R,a.•.. o--1 NON tNLBANCELtItE 1 3 -'&F { -PL IM S 44L SCA 6.arA7.s f��? Z(P ZOZ� 9 S a� 7�s t S D��YEsG a tt�1��' >• t ' SF" . p C 0 V E _ .,� � •5 7st.ut L.� Gzaas JUN 2 6 �y�y� 9 Sr�S��Ate�►-��Gt'ASs llCxUe TLGLLT S C'1At, 1 � LlJG.7 .s "• ' f f q Pums Lott- i c*%s + �f ARJEA TO >r Southold Town I Armee LnEV is Board of Trustees If 32 LtZtte: $uNwY GGA 71 S,tNo move)u ) A YaJlt-tA C4A37 • lwI�Er't ? Qt)YPtE LflUi3 5 ,. t3 13WP GUE A _ 13 Lrau60W , P-OCZ. 19"s \M f • = - I f 11JC. SAOCEQ M A(aMOU R S-6' rse-so VIF 15 B� F�su� • . o . • • o IF • PFa Ga>1t16LAtra E ,�s, o c�QwcL • I MnceE FAIaAt, AW n� 5 Ortf+NNE t•,�aAl.x ► Cl LMtC- R&V 5-wo eoAS3 ' • ` = t 5 6Nj8Fee4 5 CAL 5 LAVE" y ► - o I • 4 ENr<RAL.(s A¢bpR.u,TftE 1'v-7' '1` 1 LAL►ti�19�Q 3 foci'-NTc`lz WTTr-CFL. Bose+ S $ n 15 SIctP lAv+tBt.�i-6 - n COBBLESTONE SURROUND ' • M/1/� i TRUSTEE JURISDICTION LINE • • + �� Wtgt St'O� ��' (AMC 9ECtc - 100 FT.FROM TIDAL WETLAND LINE M COBBLESTONE REMOVE TWO(2)TREES DEMARCATION ' TEA GEAII Gxls'[ QOuCRGW LhaOOEt S'tl=p5 � QAtLtIJC TRUSTEE JURISDICTION LINE '• • ba`4�OGD'61 Ute" 2W•_ • 100 FT.FROM TIDAL VWFLAND LINE"'•-Pl ' a Pcx x�e >a—w Y &xstt 5 • WAn YsOL�IDE¢ (,L, -36FTCi 3YAV.V -IHA G • 2 t)P lawl $O>'WOOD 3-4 GxtsT Sat jESOI UW , 15 HAr'OA)64t%DA GPAS.S '4iEA..6Qi,+r¢L. ALLa wtHi. STc-Et. Eoe,NJC� • + ° IF-tftwtAe bLve STOWS P^Tt+ TY*tc9 • • • a ` 1 OAK LEAF 4OLLY t,-'7' I Seth �Rd.ss b' II a e Chee. Fostee E,Qass -. . s eSo1 ctlw Aaw¢vtToe(r-1' _ 5 NE?E�.n 3 G1Tct� b+.Au►tY C� � _ t Sovst+sal► s�.Iaol.w 6-�' 3 YAk) -,%MA t11tSS ------ 0 w � � S LtTT LE &�tJY fittAASS 4 YAY-0 JIMA F12IMS0 4 blue ou6l 3mwse 5 C� WA 4 I,Au SN Ptd e • ° o 0EY. u.t3tb" FCC /r-�� ,Soo5 LtTTLe bvw>n,y 44A-bS 4 WD Hs'uC++seA 3 261D V90W 3#n � ^ lqw S CASL VMff 44W5S ' ��• O• IF• lip • '� P'U,y AItC1ttT SALVIA • t / • `i LItV�IJO&e 3 M to SEe,es uaPa+ rtVf.TL& Staub 5 c a 3 1 •Att 1�uF SvwLE ;hAtria" ^sTtctt< F/tNAc 5 Sk t0 LAU 06L, "16' • • 7 p�uE FtSC1JE • . a 9 stUE STAL 'L>N,oEe as @,AL 3 SIGN L/W tet 5'-h' � � �. • • P6A h4AUEL, U^XU—%4y Watt SXLEOE+WGa 0 � � 5 YAtCU 7,t•1A E10AS•5 e y' C*W�; %Cb.* AVQo1.1 1 Coft"TQL* - tiers NEST S"ucc 5 GAA_ 11 UTTLE' SufJwY E4A5s 3 C*EEw vGwf"T &WWMV IV-24- 7 2O'ZIVjwa eRfA&Jlut4 . 3 Ttk»),pEt. rawo PIWB 5*-4- It bWe fC!>, 69AS5 1 t L.Atr�t.,vee - I De,trclr,)oo� - 3 Doulm P SPtQEat 1 PUME GUIDOLEt A 5 C-tk I t+t/o *PJ Ate MJDt0t40A 5 � 1'? 1�E WAY 00A Jumtftt S 6^L • MgGuNh utdeT HtbGN131ttUE CRASS - ,. ' b0utt>EIrS TYPIC�t SURVEY OF NOTES., 1. ELEVATIONS LOT 6 ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:Jm MAP OF 2, FLOOD ZONE INFORMATION TAKEN FROM: JACKSON'S LANDING FLOOD INSURANCE RATE MAP No. 36103CO481H FILE No.5280 FILED MARCH 28, 1969 ZONE AE: BASE FLOOD ELEVATIONS DETERMINED SITUATE ZONE X': AREAS OF 0.2%ANNUAL CHANCE FLOOD;AREAS OF 1%ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT MATTITUCK OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; TOWN OF SOUTHOLD ZONE X: AREAS AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE FLOOD. REAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN. SUFFOLK COUNTY, NEW YORK 3. ZONING SETBACKS: S.C. TAX No. 1000-113-04-08 40' — FRONT YARD SCALE 1"=20' 15' - SIDE YARD SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES , APRIL 4, =20 20' - SIDE YARD APPROVAL OF CONSTRUCTED WORKS FOR 4UPLAND AREA 19340 MARCH 18 2002 UPDATE SURVEY . = , sq. ft. A SINGLE FAMILY RESIDENCE AUGUST 20,2020 UPDATE SURVEY DECEMBER 31,2020 ADO ADJACENT HOUSE LOCATIONS MARCH 30,2022 FOUNDATION LOCATION Date---_.l tI.U3-__ H S.Rel -_-__-__-- JUNE 13,2023 FINAL SURVEY The sewage disposal and water supply Nuales at lois 1—tan have Peen AREA= 24,221 sq. f1. inspeaed andrar cenieed by lms Depanmem or otner agenaes ano tows (TD TIE LINE) 0.556 OC. to be sabsfaapry FORA MAXIMUM OF__6 BEDROOMS A.R. lEF ffi.&WaV EPP to YE.•garh. ORAm of W9aewaler Management NSL ,ON JAC.KSON,S MSL S 4.Q a2,G. ° :' LANDING f `--eA '.,•.'i AA1r,LT LR,�732 R--7S0.0 AaamsR.sA � •� .'�. ��' ' UM.Acs �.a.. s�-100 ��•' :f' t. N « �.•. ...'. J'r � Gams b �• Rn 'r : �, 'tet � �` C4 Nom .4 arAx V B I7, n,i�!I•,' W� \ y4' flay a�oG '. STORY FRAY \\ R✓ soap I � oAVARn ARot r•+ ,:: N'OH BASEYENj ARAGE Wad s, Ngp'IY 4hisu"Y "pePEG ..% L a RoaaY elm'ft IR \- \\ I®aD l %% apX _ ————————————— — ----------- I---- ------\� '—`-- ZONE AE I.h--- _ -—-—--- --- --Iq - ZONE AE 01 Is s SEPTIC SYSTEM TIE MEASUREMENTS WAN HOUSE ?e'NON–TURP'BUFFER Iq i CORNER QA CORNER❑B / LOT© I HYDROACTON AN-600 UNIT �, S2• –�l_ COVER f — I DISTRIBUTION BOX 3,' 68' LEACHING GALLEY COVER 1 K' 47' q 23'NON–DISTURBANCE BUFIERI I LEACHINO GALLEYCOVER LV ATat oat' I LEACHING GALLEY AD- 38, Cc 3 NaoRN um a aA>man 1n 3 lCFOAC�NIN� eamoN osym/aom ttl 11W. �L AL JILAL M J L 1IIL p JIIIC JI L. J1uL JIVL Vl AL LAI- \ FIW � — J _ --- WLYlfllpj ALINH GV IDDIIION inMM m A VDIAIdN 6 3CIIW 7209 OF MEV YtlM STALE mllfMndN 1/JR. 82.3737" W S 87'38'02" W mom W nRe .n•NAo xor IsamR9 63.48' 63.48' T.¢IrAn anon sEa a9 ro 5w.e M mINSCIDm ' mB9X:VIRIB adE'.Tim IFRON sHMs RRa mar ro 1Ic Pvuax Rrn Nlwf TXE slwrn IS ollsnMon.ANp ox Na E01Nr ro TI¢ TnM muR.vx,oovoaRnxva ACMav ANo •�•j�.\ f] i taoew eanlurox ustFn tma�l,Atv j"11u�.J YtL�//S RANCH OF MATTITUCK CREEK '°'�� ® 1UI EAIBaCE OF ARE NOF WAYSMUBL ME OR E&EM oe RIOIR or R WAYS AND/OR E&EM Of RCmRG,li ANT, NOT SNRYM ARE NOT GUARANIFED. B' "" Nathan Taft Corwin III STAldada N TIRE e1.NYal'9 A9 F.RNBbm BY IHE LJ.,a AR0 APPIMLF9 AMp ARWIfD mR sus usE fx 1ra NL.,mm srAre IAId AUG 2 1 2023 T"45M Arr Land Surveyor OT �, "mho owt - 9�•jratCp5'�'t0 �� S.—T.SO=A In�peO•LJ.I.S. S. *= Dfb Smwrya-SubdM.—-St,Plana- C ha b'm Layaat .(631)727-17Z7 Building Department PHO NSFFICES �A090 FMWNG ADDRESS Town of Southold ,,y,. 1686 Main Road P.O.B16 ''�sriii ATQO ` Joaa hs poo,N.Yah 11947 J—pml Nem Yoh 11947 '1111"' N.Y.S.U.No.66887 E–Ma9:Nfin30ool.— �;• Generated by REScheck-Web Software Compliance Certificate Project TOSCANO RESIDENCE Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 0 deg. from North Conditioned Floor Area: 4,784 ft2 Glazing Area 22% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 610 JAKCSONS LANDING TOM &CAROLINE TOSCANO EDWARD KOENIG-R.A.,A.I.A. MATTITUCK, NY 11952 610 JACKSONS LANDING CARMELHILL ARCHITECTS MATTITUCK, NY 11952 415 LAKE AVENEUE SOUTH 917-440-0916 NESCONSET,NY 11767-1848 Email: CARMELHILLI6@gmail.com Compliance: 6.5%Better Than Code Maximum UA: 475 Your UA: 444 Maximum SHGC: 0.40 Your SHGC: 0.26 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Assembly or R-Value R-Value 11.1-Factor UA Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 56 30.0 0.0 0.035 2 Ceiling 2: Flat Ceiling or Scissor Truss 1,723 30.0 0.0 0.035 60 FIRST FLOOR NORTH WALL:Wood Frame, 24"o.c. 105 21.0 0.0 0.056 4 Orientation:Front Window 1:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation:Front Window 2:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation: Front FIRST FLOOR NORTH WALL(2):Wood Frame,24" o.c. 106 21.0 0.0 0.056 4 Orientation: Front Window 3:Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC:0.28 Orientation: Front Window 4:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.28 Orientation: Front Window 5:Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.28 Orientation: Front 85 21.0 0.0 0.056 3 Project Title:TOSCANO RESIDENCE Report date: 06/01/20 Data filename: Page 1 of 12 L Gross Area Assembly or Cavity Cont. U-Factor LIA Door 2: Glass 8 0.180 1 SHGC:0.05 Orientation: Front Door 3:Glass 20 0.270 5 SHGC: 0.16 Orientation:Front Door 4: Glass 8 0.180 1 SHGC: 0.05 Orientation:Front FIRST FLOOR NORTH WALL(4):Wood Frame,24" o.c. 2 21.0 0.0 0.056 0 Orientation:Left side FIRST FLOOR SOUTH WALL:Wood Frame, 24"o.c. 437 21.0 0.0 0.056 17 Orientation: Back Door 5: Glass 33 0.300 10 SHGC: 0.23 Orientation: Back Door 6: Glass 33 0.300 10 SHGC: 0.23 Orientation: Back Window 7:Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.28 Orientation:Back Window 9:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.28 Orientation:Back Window 11:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.28 Orientation: Back Window 10:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.28 Orientation: Back Window 6:Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC:0.28 Orientation: Back Window 6:Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.28 Orientation: Back FIRST FLOOR WEST WALL:Wood Frame,24"o.c. 330 21.0 0.0 0.056 17 Orientation: Right side Window 12:Wood Frame:Double Pane with Low-E 7 0.300 2 SHGC: 0.28 Orientation: Right side Window 14:Wood Frame:Double Pane with Low-E 6 0.300 2 SHGC: 0.28 Orientation: Right side Window 15:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC:0.28 Orientation: Right side Window 13:Wood Frame:Double Pane with Low-E 7 0.300 2 SHGC: 0.28 Orientation:Right side FIRST FLOOR NORTH WALL(S):Wood Frame, 24"o.c. 21 21.0 0.0 0.056 1 Orientation:Left side FIRST FLOOR NORTH WALL(6):Woad Frame, 24"o.c. 8 21.0 0.0 0.056 0 Orientation:Right side FIRST FLOOR EAST WALL:Wood Frame, 24"o.c. 309 21.0 0.0 0.056 14 Orientation: Left side Door 7: Solid 18 0.300 5 Orientation: Left side Project Title:TOSCANO RESIDENCE Report date: 06/01/20 Data filename: Page 2 of 12 Gross Area Assembly or Cavity Cont. U-Factor LIA Window 16:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation:Left side Window 18:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC:0.28 Orientation:Left side Window 17:Wood Frame:Double Pane with Low-E 3 0.300 1 SHGC: 0.30 Orientation: Left side FIRST FLOOR NORTH WALL(7):Wood Frame,24"o.c. 125 21.0 0.0 0.056 5 Orientation:Front Window 19:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC:0.28 Orientation: Front Window 20:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation: Front SECOND FLOOR SOUTH WALL:Wood Frame,24"o.c. 390 21.0 0.0 0.056 13 Orientation: Back Door 8: Glass 53 0.300 16 SHGC:0.23 Orientation: Back Window 21:Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.28 Orientation: Back Window 23:Wood Frame:Double Pane with Low-E 23 0.300 7 SHGC:0.28 Orientation: Back Window 37:Wood Frame:Double Pane with Low-E 30 0.300 9 SHGC:0.28 Orientation: Back Window 36:Wood Frame:Double Pane with Low-E 30 0.300 9 SHGC: 0.28 Orientation: Back Window 22:Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.28 Orientation: Back SECOND FLOOR EAST WALL:Wood Frame,24"o.c. 273 21.0 0.0 0.056 13 Orientation:Left side Window 24:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation: Left side Window 26:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation: Left side Window 25:Wood Frame:Double Pane with Low-E 6 0.300 2 SHGC: 0.2B Orientation: Left side SECOND FLOOR WEST WALL:Wood Frame,24" o.c. 263 21.0 0.0 0.056 13 Orientation: Right side Window 27:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation: Right side Window 29:Wood Frame:Double Pane with Low-E 4 0.300 1 SHGC: 0.30 Orientation:Right side Window 28:Wood Frame:Double Pane with Low-E 3 0.300 1 SHGC: 0.30 Orientation: Right side SECOND FLOOR NORTH WALL:Wood Frame, 24"o.c. 123 21.0 0.0 0.056 6 Orientation: Front Project Title:TOSCANO RESIDENCE Report date: 06/01/20 Data filename: Page 3 of 12 - S l Gross-Area Cavity Cont. Perimeter Window 30:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation: Front Window 31:Wood Frame:Double Pane with Low-E 2 0.300 1 SHGC: 0.31 Orientation: Front SECOND FLOOR NORTH WALL(2):Wood Frame,24"o.c. 73 21.0 0.0 0.056 2 Orientation: Front Door 9: Glass 40 0.300 12 SHGC: 0.23 Orientation: Front SECOND FLOOR NORTH WALL(3):Wood Frame,24"o.c. 1 21.0 0.0 0.056 0 Orientation: Right side SECOND FLOOR NORTH WALL(4):Wood Frame,24"o.c. 107 21.0 0.0 0.056 6 Orientation: Front Window 32:Wood Frame:Double Pane with Low-E 4 0.300 1 SHGC: 0.30 Orientation: Front Window 33:Wood Frame:Double Pane with Low-E 4 0.300 1 SHGC:0.30 Orientation: Front SECOND FLOOR NORTH WALL(5):Wood Frame,24"ox. 6 21.0 0.0 0.056 0 Orientation: Right side SECOND FLOOR NORTH WALL(6):Wood Frame,24"o.c. 93 21.0 0.0 0.056 4 Orientation:Front Window 34:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation: Front Window 35:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC:0.28 Orientation: Front SECOND FLOOR NORTH WALL(7):Wood Frame,24"o.c. 1 21.0 0.0 0.056 0 Orientation: Left side Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,784 30.0 0.0 0.033 59 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the man listed in the REScheck Inspection Checklist. Name-Title Date J s,, : Z �OF NE Project Title: TOSCANO RESIDENCE Report date: 06/01/20 Data filename: Page 4 of12 s REScheck Software Version : REScheck-Web Jr Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. S+ ctian' Plans Verfweal Meld Verified l're-inspection/Plan Review ComprlieS� ..0 ornme'nts]Assumptians; +i it .lD Value value 103.1, ;Construction drawings and t " - ❑Complies103.2r"M 171 documentation demonstrate <-r '' �° ❑Does Not [PR1]1 ;energy code compliance for theNot Observable building envelope.Thermal ' �; °+❑ envelope represented onds %r ;_ ❑Not Applicable construction documents. ' ` 103.1, ;Construction drawings and {❑Complies 103.2, documentation demonstrate , ❑Does Not 403.7 energy code compliance for " :;.r , �" Not Observable [PR3]1 :lighting and mechanical systems. ❑ ;S stems serving multi le J52' •�� ❑Not Applicable Y 9 P .'; ;dwelling units must de 'o ;compliance with the IECC ;Commercial Provisions. " - x iHeating and cooling equipment is' Heating: ; Heating: !❑Complies qty , isized per ACCA Manual S based Btu/hr Btu/hr UDoes Not T21':^ Ion loads calculated per ACCA ; Cooling: Cooling: Manual J or other methods ;❑Not Observable Btu/hr Btu/hr 1❑Not Applicable ; „g.® l!approved by the code official. � Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:TOSCANO RESIDENCE Report date: 06/01/20 Data filename: Page 5 of 12 ection j t ayra Foundation"�linspev"on. Complies Gamme�ntsl ssumptians $ X03.2:1:a ,�A protective covering is installed to '❑Complies >rvC?11� - i protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below grade. ❑Not Observable w. ❑Not Applicable 40 9 #Snow and ice-melting system controls;❑Complies IFg121z installed. ❑Does Not ❑Not Observable El Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2:." Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: TOSCANO RESIDENCE Report date: 06/01/20 Data filename: Page 6 of 12 'Section •, Pians Verified Field Verified. "*- # : Framing°%°Itough4n,Inspection Value Value Compiies3 Comments/4ssumpti6ns° &Tie .lD 402,1.1, ;Door U-factor. U- ; U- ;❑Complies ISee the Envelope Assemblies 402.3.4 :❑Does Not ;table for values. [FRI]1 ; ❑Not Observable ❑Not Applicable 402.1.1, ;;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, ;average). ;❑Does Not table for values. 402.3.3, 402.5 ;❑Not Observable [FR2]1 ; ;❑Not Applicable ; ; 303.1.3 !U-factors of fenestration products < , . % 11❑Complies [FR4]1 ;are determined in accordance � ❑Does Not with the NFRC test procedure or ;taken from the default table. ,;;�« A= ,. ❑Not Observable _ 'g";3hwuH ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier y" .;❑Complies [FR23]1 installed per manufacturer's ❑ ' Does Not instructions. :.s ❑Not Observable " `-`" _ • ❑Not Applicable 402.4.3 ;Fenestration that is not site built ?� �: ❑Complies [FR20]1 :is listed and labeled as meeting ?,-'-•" j ';ah; =-.- `= ❑Does Not !AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ,, ffi = ❑Not Observable ` a�,, : ❑Not Applicable ;400 that do not exceed code ,",• _ r "�; .� �`'�5� ,° �°" PP " '... .. ;limits. �„ b �"�r:,- 4&4.5. 'IC-rated recessed lighting fixtures" " '" ;r 4fis ❑Complies 2 Ifinish Does Not [ R1'6] sealed at housing/interior ❑ and labeled to indicate s2.0 cfm ❑Not Observable !leakage at 75 Pa. k` ❑Not Applicable , "y N"''` ` • ❑Complies 403.3.1 :Supply and return ducts in attics - A [FR12 1 insulated >=R-8 where duct is ""';W., ", 1 "r.":y,,.;n,:,,",pie" ❑Does Not >=3 inches in diameter and >_ " „ ":`Y M " v ❑Not Observable ;11-6 where<3 inches.Supply and ;• r $, rte, ❑NotApplicable !return ducts in other portions of ,° !the building insulated >= R-6 for x, ,A ;diameter>= 3 inches and R-4.2 ;for<3 inches in diameter. 403.3.2 ;Ducts,air handlers and filter :-.:`,•,„ f '"^E ❑Complies FR13 1 ;boxes are sealed with .;-, H,:, ; ,.;ar. .` ❑ [ 1 ._ ai�e b. '', Does Not ; joints/seams compliant with ;y^� " v � ";f s.j",F ,; �„ ❑Not Observable ; 'International Mechanical Code or i; N� ,y > z*yam 'International Residential Code,as ❑Not Applicable applicable. ; 4033.5 Building cavities are not used asElComplies [FR15]3; Iducts or plenums. ElDoes Not ❑Not Observable ❑Not Applicable 403:4'•,' HVAC piping conveying fluids R- R- ;❑Complies [FR17]z ''}above 105°F or chilled fluids UDoes Not below 55°F are insulated to>_R- i3 ;❑Not Observable I ;❑Not Applicable 403.4.1 'Protection of insulation on HVAC '°" •4"r :' N ❑Complies ,,,..,., ,,;y,.-ems•e, ❑ [FR2411 ;piping. :.,. -;"° Y' Does Not '` ` ❑Not Observable ❑Not Applicable 40353," Hot water pipes are insulated to i R- R- ;❑Complies FRI zR-3. ❑ ]; ;- , Does Not I ;❑Not Observable s ; ' ❑Not Applicable 1 High Impact(Tier 1) '7Medium Impact(Tier 2) 3 1LoWlrnpact(Tier 3) Project Title:TOSCANO RESIDENCE Report date: 06/01/20 Data filename: Page 7 of 12 ectiort. ,.. . . Plans`Verified : :.Fie[d Verified Framing/ O"`, rnplies2 Comm®ats/Assumptions `VWU : Value , 403.6_ ;Automatic or gravity dampers are "Y 4 -. sus, = "❑Complies [PR1912�-- linstalled on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable , ❑Not Applicable Additional Comments/Assumptions: 1 j High Impact(Tier 1) <;2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:TOSCANO RESIDENCE Report date: 06/01/20 Data filename: Page 8 of 12 'Section{ Pians lterifieif, Field,Verifiede *% insulation;inspection' Compiies2 Com meritslAssumptions &R .11i value Value 303',1•"" " (All installed insulation is labeled ❑Complies iN13 ? or the installed R-values []Does Not {provided. • 9 . ;. []Not Observable , ,Z Not Applicable »�:� ,cable 402.1.1, ;Floor insulation R-value. R- R-_ ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. [IN1]1 ;❑ Steel ❑ Steel j❑Not Observable ❑Not Applicable ; ; 303,2, ;Floor insulation installed per ❑Complies 402.2.7 manufacturer's instructions and ,.,.''r4; ❑Does Not s ., [IN2]1 in substantial contact with the underside of the subfloor,or floor = ' ' =° ❑Not Observable (framing cavity insulation is in j ❑Not Applicable contact with the top side of 'sheathing,or continuous "=„mow,: insulation is installed on the 2 ;” underside of floor framing and q H ;extends from the bottom to the top of all perimeter floor framing .: members, a" 99 402.1.1, ;Wall insulation R-value. If this is a R- R ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least'/2 of the ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass ❑ Mass ;❑Not Observable [IN3]1 ;exterior,the exterior insulation :requirement applies(FR10). ;E] Steel ❑ Steel ❑Not Applicable 303.2 ;Wall insulation is installed per ';>�;" `' `;` `'!` v.;':;. ❑C mo pit es [IN4]1 manufacturer's instructions. ` "'" /.,, � " ❑Does Not F �,rc ,yam- y ❑Not Observable i❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title;TOSCANO RESIDENCE Report date: 06/01/20 Data filename: Page 9 of 12 y A:rex(an Vq ifped' >ri't�lid Verified j -((�_� /!yj�y... �'{. P ai Ir sq �etfan PrcFvisior� ltetu :, Value Compiie ,.;£' nCornmen't�sfAssc�riip ia," 402.1.1, Ceiling insulation R-value. R- ; R- ;❑Complies 2 See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, 402.2.6 ;E] Steel ;E] Steel UNot Observable [FII]1 ;❑Not Applicable --.—._......._......._.__................._...,. _ 303.1.1.1, ;Ceiling insulation installed per Wa °, ' ❑Com lies 303.2 manufacturer's instructions. ` ; ® ; [F1211 Blown insulation marked eve ;. ."`. ❑Does Not every €"�; � `�;"' �" ,''"�.'" ❑Not Observable :300 ft2 • EINot Applicable 402,2s 5 ,Vented attics with air permeable ❑Complies ' ., 11j22 2. w insulation include baffle adjacent .;'°..Se ;_: ; ❑Does Not K' 'Ito soffit and eave vents that # ' " 'extends over insulation. ;,•..,v:,,fy y ❑Not Observable "l❑Not Applicabl e -----..__...._---- 402.2.4 :Attic access hatch and door R-_ R- ;❑Complies [FI3]1 insulation ?R-value of the ;❑Does Not !adjacent assembly. '❑Not Observable :F-]Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50= ACH 50= ;❑Complies [FI17]1 ach in Climate Zones 1-2,and ;❑Does Not :<=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 402?i. ,Wood-burning fireplaces have .. ? - (]Complies // �w jtS ;tightfitting flue dampers and %ryr ' Ry L` = ❑ ,..m 'n' Does Not outdoor air for combustion. -'„ 'tly1--- h� � _ y ,<• �", ❑Not Observable ------ 2E.. ❑Not Applicable -' ;- 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [F12711 :determine air leakage with ft2 ft2 ;❑Does Not ;either: Rough-in test:Total ;leakage measured with a ;❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable w.g.across the system including ;the manufacturer's air handler enclosure if installed at time of ; test. Postconstruction test:Total :leakage measured with a pressure differential of 0.1 inch w.g.across the entire system ;including the manufacturer's air handler enclosure. 403.3.4 :!Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI411 :cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in {❑Not Observable 'tests,verification may need to ;❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 ':Air handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2%of � N r - y,� �°�" -]Does Not �; ,�; design air flow. raa d.r ❑Not Observable ❑Not Applicable 4031.1 ;Programmable thermostats _=` ,;�, ,3, " ❑Complies f installed for control of primary ,h .m .. ❑Does Not M.< ,heating and cooling systems and '' ,• ,.,,--,.,y y% g •£.`w- u 'C❑Not Observable initially set by manufacturer too - -,-:-,. ,...,.. :., f;y� .» ❑Not Applicable code specifications. ,.;. %`,:'u;,,,,`-� —.........-....... -...-.._._..----- -- - - y rt...»,_. 40312.: Heat pump thermostat installed ' ❑Complies I{j?_ _ on heat pumps. ❑Does Not `/;; �❑Not Observable ][]Not Applicable 1 j High Impact(Tier 1) _L,,2JlAedlum Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: TOSCANO RESIDENCE Report date: 06/01/20 Data filename: Page 10 of 12 M 'section Plans Verlfiedf Field V�rifiedl # `Fitiallnspection, s� Comments/Assumptio»s Value ';Value 403,5.1 Circulating service hot water " , ,' ,- -- "" "' ".;, ❑Complies F111F is stems have automatic or M` ° ,,°,,,; ✓`' v: Does Not ;accessible manual controls. ❑Not Observable ' m. ❑ able mm_:._.m......x........:� Applicable 4031>1 ;All mechanical ventilation system , �;,,;;: ,,: I❑C omplies —T- [F125)2 sfans not part of tested and listed ❑Does Not - HVAC equipment meet efficacy n' 'F i ❑Not Observable ;and air flow limits per Table ❑Not Applicable 11403.6.1. ;,.. 4; ;,x r 403;2 Hot water boilers supplying heat ❑Complies F126J2, 'through one-or two-pipe heating ; J;.;,f; e i= `' m ❑Does Not systems have outdoor setback % El Observable control to lower boiler water 's, itemperature based on outdoor '.,_ ❑Not Applicable temperature. 403.5.1.2 ;Heated water circulation systems ❑Complies M2$12 I have a circulation pump.The ❑Does Not .. ;system return pipe is a dedicated ";, ; ❑Not Observable : ,•-.;,• return pipe or a cold water supply pipe.Gravity and thermos- " ' '` ¢� �� - .,.H Not Applicable ❑ A I' Y,.N✓ ;syphon circulation systems are not present.Controls for {circulating hot water system pumps start the pumpwith signal - �- ':for hot water demand within the occupancy.Controls automatically turn off the pump V, when water is in circulation loop sis at set-point temperature and E. ' °g Ino demand for hot water exists. 403 5 2:2 ;Electric heat trace systems %' .; I -`i A` ❑Complies r 19 Icomply with IEEE 515.1 or UL E]Does Not 1515.Controls automatically )adjust the the energy input to the ❑❑Not Observable !heat tracing to maintain the ". "�" "'` ""'""" NotA licable „ .:, PP +desired water temperature in the iping. 83,5.2:' IDemand recirculation water J`"21" .y„ ❑Complies IF130?` ° systems have controls thath<,y '`'> ` '' ❑ ' H . Does Not ,manage operation of the pump ❑Not Observable ;., :-�and limit the temperature of the water entering the cold water % - -,,_"� .4j'.;, ❑Not Applicable i <— ,' ' ' IPPin 9 to — 1049F. 403,5.4 !Drain water heat recovery units ;x„ a`^r -; 5 `y., _' ❑Complies V13112 Itested in accordance with CSA ❑Does Not B55.1. Potable water-side ❑Not Observable ' I pressure loss of drain water heat recovery units< 3 psi for ❑Not Applicable individual units connected to one d, Y, or two showers. Potable water- „ „-.•-; side pressure loss of drain water heat recovery units<2 psi for individual units connected to _'- three or more shower s. 404.1 ;90%or more of permanent r� ` fN a "% '” ❑Complies arrr [F1611 'fixtures have high efficacy lamps. q,'a,; ,, ❑Does Not -]Not Not Observable , :Mi ❑Not Applicable ! „krii, jxrr(xPrxixr�rrimrrrx �rmm,mw,xjxlth�^x�}-�-.•••••.-•-••�••••••-••••••••�.��_�-.-. 404;1.1 ;Fuel gas lighting systems have °'x :-aA-?x, C❑Com lies [F123]3 no continuous pilot light. ❑Does Not ❑Not Observable ' r,rt,. ❑Not Applicable r:- 1 I High Impact(Tier 1) 2' Medium Impact(Tier 2) 13,1 Low Impact(Tier 3) Project Title: TOSCANO RESIDENCE Report date: 06/01/20 Data filename: Page 11 of12 Section 77777, Pians.Verified Field Verified # Final In oectlon Provisions Complies? CommentslAssumptions', Value.;-. . value, ..,,.' y's , ` ❑Complies Compliance certificate posted. y'ss 4p 3 ,y:.:; ,,.,.-:";,•.v `. ❑Does Not ❑Not Observable H -' 4,EINNot Applicable 303,3 ;Manufacturer manuals for ❑CoP - m lies ; I;FI1813 ;mechanical and water heating �` ''`��a" El Not ;systems have been'provided. J❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2„Medium Impact(Tier 2) 3` Low Impact(Tier 3) Project Title:TOSCANO RESIDENCE Report date: 06/01/20 Data filename: Page 12 of12 2018 IECC Energy Efficiency sCertificate Insulation Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/ Roof 30.00 Ductwork(unconditioned spaces): Glass&D.. • Window 0.30 0.28 Door 0.30 0.23 Heating& •. Heating System: Cooling System: Water Heater: Name: Date: Comments Shear Wall design calculations sheet-copyright 2020 Carmelhill Architects Date: ~ 3/19/2021 ~ Architect of Record: Client: / Carmelhill Architects-Edward Koenig TOM AND CAROLINE TOSCANO 415 Lake Avenue South 610 JACKSONS LANDING Nesconset,NY 11767 MATTITUCK,NY 11952 631-277-3337 917-440-0916 2020 RESIDENTIAL CODE OF NEW YORK STATE USING 2018 WFCM SHEAR WALL DESIGN CALCULATIONS DESIGN VALUES DESIGN WIND SPEED 130 vull ROOF PITCH 6:12 TOP PLATE TO RIDGE HEIGHT 7.75 1ST FLOOR WALL HEIGHT 9.00 2ND FLOOR WALL HEIGHT 8.00 DESIGN PARAMETERS SHEAR WALL LINE LABEL 1 SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 35.50 LENGTH OF EXPOSED WALL FACING INTO WIND RECEIVING WIND FORCES 49.75 SEGMENTED WALL DESIGN CALCULATIONS TABLE 3.17A-TABULATED MINIMUM LENGTH OF SEGMENTED SHEARWALL REQUIRED TO RESIST WIND FORCES ON THE 20.50 OPPOSING EXPOSED WALL(SWr) TABLE 3.17A FOOTNOTE#4-ADJUSTMENT VALUE WHEN CONSIDERING HEIGHT OF WALL AND EXPOSURE OF PITCHED 0.77 ROOF(Radj) MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN= 15.68 (SWr)x(Radj)=FHSmin NOTE:THIS ANALYSIS ASSUMES SHEATHING TYPE ADJUSTMENT(STA)OF 1,PER TABLE 3.17D USING STANDARD 3/8" 1.00 PLYWOOD WITH 8d COMMON NAILS @ 6 O.C.AT EDGE AND 12"O.C.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C.IN FIELD=(STA) ADJUSTED MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED 15.68 DESIGN=(FHSmin)X(STA)=(FHSminadj) AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)=25.10 SWavail IS ADJUSTED SEGMENTED SHEAR WALL REQUIRED LESS THAN THE AVAILABLE SHEARWALL LENGTH?(FHSminadj< YES Swavail) COMPARE PERFORATED WALL DESIGN CALCULATIONS DIVIDE THE REQUIRED SEGEMENTED SHEARWALL LENGTH BY THE LENGTH OF THE AVAILABLE WALL TO ARRIVE AT A 62.48% PERCENTAGE OF FULL HEIGHT SHEATHING. TABLE 3.17E-USE PERCENTAGE ABOVE TO PLUG INTO TABLE TO DERIVE A PERFORATED SHEARWALL CONVERSION 1.31 FACTOR,TO DERIVE AN ADJUSTED PERFORATED SHEARWALL LENGTH.CONSIDER WALL HEIGHT AND THE TALLEST WINDOW/DOOR OPENING=(PSWconvfactor) CONVERTED PERFORATED SHEARWALL LENGTH REQUIRED= (PSWconfactor)x(FHSminadj)=(PSWlength) 20.54 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WIN Q W-windows and doors)=25.10 SWavail E®A� IS PERFORATED SHEARWALL LENGTH REQUIRED LESS THAN THE FULL HEfFB�!) C/I � YES (PSVUlength)<(SWavail) RESULTING SHEAR WALL SPECIFCATIONSLU SHEAR WALL TYPE k. ._ -_i3, PERFORATED N SHEAR WALL ASSEMBLY __— tel— 316"PLYWOOD WITH 8d COMMON NAILS @ 6"O.C.AT �8 4 6 C EDGE AND 12"O.C.IN FIELD WITH 1/2"GYPSUM c- ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C.IN FIELD HOLD DOWN CAPACITY REQUIRED BY TABLE 3.17F / 3488 HOLD DOWN MODEL#(CAPACITY PROVIDED) RIM JOIST SIMPSON STHD14RJ(MIDWALL 5345, CORNER 5345,ENDWALL 4210) COMPLIANCE YES/NO YES Shear Wall design calculations sheet-copyright 2021 Carmelhill Architects Date: 3/19/2021 Architect of Record: Client: K Carmelhill Architects-Edward Koenig TOM AND CAROLINE TOSCANO 415 Lake Avenue South 610 JACKSONS LANDING Nesconset,NY 11767 MATTITUCK,NY 11952 631-277-3337 917-440-0916 2020 RESIDENTIAL CODE OF NEW YORK STATE USING 2018 WFCM SHEAR WALL DESIGN CALCULATIONS DESIGN VALUES DESIGN WIND SPEED 130 vult ROOF PITCH 6:12 TOP PLATE TO RIDGE HEIGHT 7.75 1 ST FLOOR WALL HEIGHT 9.00 2ND FLOOR WALL HEIGHT 8.00 DESIGN PARAMETERS SHEAR WALL LINE LABEL 2 SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 37.84 LENGTH OF EXPOSED WALL FACING INTO WIND RECEIVING WIND FORCES 49.75 SEGMENTED WALL DESIGN CALCULATIONS TABLE 3.17A-TABULATED MINIMUM LENGTH OF SEGMENTED SHEARWALL REQUIRED TO RESIST WIND FORCES ON THE 20.50 OPPOSING EXPOSED WALL(SWr) TABLE 3.17A FOOTNOTE#4-ADJUSTMENT VALUE WHEN CONSIDERING HEIGHT OF WALL AND EXPOSURE OF PITCHED 0.77 ROOF(Radj) MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN= 15.79 (SWr)x(Radj)=FHSmin NOTE:THIS ANALYSIS ASSUMES SHEATHING TYPE ADJUSTMENT(STA)OF 1,PER TABLE 3.17D USING STANDARD 3/8" 1.00 PLYWOOD WITH 8d COMMON NAILS @ 6 O.C.AT EDGE AND 12"O.C.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C.IN FIELD=(STA) ADJUSTED MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED 15.79 DESIGN=(FHSmin)X(STA)=(FHSminadj) AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)=28.40 SWavail IS ADJUSTED SEGMENTED SHEAR WALL REQUIRED LESS THAN THE AVAILABLE SHEARWALL LENGTH?(FHSminadj< YES Swavail) COMPARE PERFORATED WALL DESIGN CALCULATIONS DIVIDE THE REQUIRED SEGEMENTED SHEARWALL LENGTH BY THE LENGTH OF THE AVAILABLE WALL TO ARRIVE AT A 55.58% PERCENTAGE OF FULL HEIGHT SHEATHING. TABLE 3.17E-USE PERCENTAGE ABOVE TO PLUG INTO TABLE TO DERIVE A PERFORATED SHEARWALL CONVERSION 1.17 FACTOR,TO DERIVE AN ADJUSTED PERFORATED SHEARWALL LENGTH.CONSIDER WALL HEIGHT AND THE TALLEST WINDOW/DOOR OPENING=(PSWconvfaclor) CONVERTED PERFORATED SHEARWALL LENGTH REQUIRED= (PSWconfactor)x(FHSminadj)=(PSWlength) 18.47 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)=28.40 SWavail IS PERFORATED SHEARWALL LENGTH REQUIRED LESS THAN THE FULL HEIGHT SHEATHED WALLS AVAILABLE? YES (PSWlength)<(SWavail) RESULTING SHEAR WALL SPECIFCATIONS SHEAR WALL TYPE PERFORATED SHEAR WALL ASSEMBLY 3/8"PLYWOOD WITH 8d COMMON NAILS @ 6"O.C.AT EDGE AND 12"O.C.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C.IN FIELD HOLD DOWN CAPACITY REQUIRED BY TABLE 3.17F 3488 HOLD DOWN MODEL#(CAPACITY PROVIDED) RIM JOIST SIMPSON STHD14RJ(MIDWALL 5345, CORNER 5345,ENDWALL 4210) COMPLIANCE YES/NO YES Shear Wall design calculations sheet-copyright 2021 Carmelhill Architects Date: 3/19/2021 Architect of Record: Client: Carmelhill Architects-Edward Koenig TOM AND CAROLINE TOSCANO 415 Lake Avenue South 610 JACKSONS LANDING Nesconset,NY 11767 MATfITUCK,NY 11952 631-277-3337 917-440-0916 2020 RESIDENTIAL CODE OF NEW YORK STATE USING 2018 WFCM SHEAR WALL DESIGN CALCULATIONS DESIGN VALUES DESIGN WIND SPEED 130 vult ROOF PITCH 6:12 TOP PLATE TO RIDGE HEIGHT 7.75 1ST FLOOR WALL HEIGHT 9.00 2ND FLOOR WALL HEIGHT 8.00 DESIGN PARAMETERS SHEAR WALL LINE LABEL 3 SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 35.50 LENGTH OF EXPOSED WALL FACING INTO WIND RECEIVING WIND FORCES 49.75 SEGMENTED WALL DESIGN CALCULATIONS TABLE 3.17A-TABULATED MINIMUM LENGTH OF SEGMENTED SHEARWALL REQUIRED TO RESIST WIND FORCES ON THE 10.40 OPPOSING EXPOSED WALL(SWr) TABLE 3.17A FOOTNOTE#4-ADJUSTMENT VALUE WHEN CONSIDERING HEIGHT OF WALL AND EXPOSURE OF PITCHED 0.58 ROOF(Radj) MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN= 5.98 (SWr)x(Radj)=FHSmin NOTE:THIS ANALYSIS ASSUMES SHEATHING TYPE ADJUSTMENT(STA)OF 1,PER TABLE 3.17D USING STANDARD 3/8" 1.00 PLYWOOD WITH 8d COMMON NAILS @ 6 O.C.AT EDGE AND 12"O.C.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C.IN FIELD=(STA) ADJUSTED MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED 5.98 DESIGN=(FHSmin)X(STA)=(FHSminadj) AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)= 27.32 SWavail IS ADJUSTED SEGMENTED SHEAR WALL REQUIRED LESS THAN THE AVAILABLE SHEARWALL LENGTH?(FHSminadj<Swavail)YES COMPARE PERFORATED WALL DESIGN CALCULATIONS DIVIDE THE REQUIRED SEGEMENTED SHEARWALL LENGTH BY THE LENGTH OF THE AVAILABLE WALL TO ARRIVE AT A 21.89% PERCENTAGE OF FULL HEIGHT SHEATHING. TABLE 3.17E-USE PERCENTAGE ABOVE TO PLUG INTO TABLE TO DERIVE A PERFORATED SHEARWALL CONVERSION 1.64 FACTOR,TO DERIVE AN ADJUSTED PERFORATED SHEARWALL LENGTH.CONSIDER WALL HEIGHT AND THE TALLEST WINDOW/DOOR OPENING=(PSWconvfactor) CONVERTED PERFORATED SHEARWALL LENGTH REQUIRED= (PSWconfactor)x(FHSminadj)=(PSWlength) 9.81 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)= 27.32 SWavail IS PERFORATED SHEARWALL LENGTH REQUIRED LESS THAN THE FULL HEIGHT SHEATHED WALLS AVAILABLE?(PSWlength) YES <(SWavail) RESULTING SHEAR WALL SPECIFCATIONS SHEAR WALL TYPE PERFORATED SHEAR WALL ASSEMBLY 318"PLYWOOD WITH 8d COMMON NAILS @ 6"O.C.AT EDGE AND 12"O.C.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C.IN FIELD HOLD DOWN CAPACITY REQUIRED BY TABLE 3.17F 3488 HOLD DOWN MODEL#(CAPACITY PROVIDED) SIMPSON CMST 14(6490) COMPLIANCE YES/NO IYES Shear Wall design calcillations sheet-copyright 2021 Car melhill Architects Date: 3/19/2021 Architect of Record: Client: '4 Carmelhill Architects-Edward Koenig TOM AND CAROLINE TOSCANO 415 Lake Avenue South 610 JACKSONS LANDING Nesconset,NY 11767 MATTITUCK,NY 11952 631-277-3337 917-440-0916 2020 RESIDENTIAL CODE OF NEW YORK STATE USING 2018 WFCM SHEAR WALL DESIGN CALCULATIONS DESIGN VALUES DESIGN WIND SPEED 130 vult ROOF PITCH 6:12 TOP PLATE TO RIDGE HEIGHT 7.75 1STFLOOR WALL HEIGHT 9.00 2ND FLOOR WALL HEIGHT 8.00 DESIGN PARAMETERS SHEAR WALL LINE LABEL 4 SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 34.10 LENGTH OF EXPOSED WALL FACING INTO WIND RECEIVING WIND FORCES 49.75 SEGMENTED WALL DESIGN CALCULATIONS TABLE 3.17A-TABULATED MINIMUM LENGTH OF SEGMENTED SHEARWALL REQUIRED TO RESIST WIND FORCES ON THE 10.40 OPPOSING EXPOSED WALL(SWr) TABLE 3.17A FOOTNOTE#4-ADJUSTMENT VALUE WHEN CONSIDERING HEIGHT OF WALL AND EXPOSURE OF PITCHED 0.58 ROOF(Radj) MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN= 5.98 (SWr)x(Radj)=FHSmin NOTE:THIS ANALYSIS ASSUMES SHEATHING TYPE ADJUSTMENT(STA)OF 1,PER TABLE 3.17D USING STANDARD 3/8" 1.00 PLYWOOD WITH 8d COMMON NAILS @ 6 O.C.AT EDGE AND 12"O.C.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C.IN FIELD=(STA) ADJUSTED MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED 5.98 DESIGN=(FHSmin)X(STA)=(FHSminadj) AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)= 24.93 SWavail IS ADJUSTED SEGMENTED SHEAR WALL REQUIRED LESS THAN THE AVAILABLE SHEARWALL LENGTH?(FHSminadj< YES Swavail) COMPARE PERFORATED WALL DESIGN CALCULATIONS DIVIDE THE REQUIRED SEGEMENTED SHEARWALL LENGTH BYTHE LENGTH OF THE AVAILABLE WALL TO ARRIVE ATA 23.99 PERCENTAGE OF FULL HEIGHT SHEATHING. TABLE 3.17E-USE PERCENTAGE ABOVE TO PLUG INTO TABLE TO DERIVE A PERFORATED SHEARWALL CONVERSION 1.64 FACTOR,TO DERIVE AN ADJUSTED PERFORATED SHEARWALL LENGTH.CONSIDER WALL HEIGHT AND THE TALLEST WINDOW/DOOR OPENING=(PSWconvfactor) CONVERTED PERFORATED SHEARWALL LENGTH REQUIRED= (PSWconfactor)x(FHSminadj)=(PSWlenglh) 9.81 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)= 24.93 SWavail IS PERFORATED SHEARWALL LENGTH REQUIRED LESS THAN THE FULL HEIGHT SHEATHED WALLS AVAILABLE? YES (PSWlength)<(SWavail) RESULTING SHEAR WALL SPECIFCATIONS SHEAR WALL TYPE PERFORATED SHEAR WALL ASSEMBLY 3/8"PLYWOOD WITH 8d COMMON NAILS @ 6"O.C.AT HOLD DOWN CAPACITY REQUIRED BY TABLE 3.17F 3488 HOLD DOWN MODEL#(CAPACITY PROVIDED) SIMPSON CMST 14(6490) COMPLIANCE YES/NO YES Shear Wall design calcitiations sheet-copyright 2021 Cannelhill Architects Date: 3/19/2021 Architect of Record: Client: Carmelhill Architects-Edward Koenig TOM AND CAROLINE TOSCANO 415 Lake Avenue South 610 JACKSONS LANDING Nesconset,NY 11767 MATTITUCK,NY 11952 631-277-3337 917-440-0916 2020 RESIDENTIAL CODE OF NEW YORK STATE USING 2018 WFCM SHEAR WALL DESIGN CALCULATIONS DESIGN VALUES DESIGN WIND SPEED 130 vult ROOF PITCH 6:12 TOP PLATE TO RIDGE HEIGHT 7.75 1ST FLOOR WALL HEIGHT 9.00 2ND FLOOR WALL HEIGHT 8.00 DESIGN PARAMETERS SHEAR WALL LINE LABEL A SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 49.75 LENGTH OF EXPOSED WALL FACING INTO WIND RECEIVING WIND FORCES 37.84 SEGMENTED WALL DESIGN CALCULATIONS TABLE 3.17A-TABULATED MINIMUM LENGTH OF SEGMENTED SHEARWALL REQUIRED TO RESIST WIND FORCES ON THE 15.20 OPPOSING EXPOSED WALL(SWr) TABLE 3.17A FOOTNOTE#4-ADJUSTMENT VALUE WHEN CONSIDERING HEIGHT OF WALL AND EXPOSURE OF PITCHED 0.77 ROOF(Radj) MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN= 11.70 (SWr)x(Radj)=FHSmin NOTE:THIS ANALYSIS ASSUMES SHEATHING TYPE ADJUSTMENT(STA)OF 1,PER TABLE 3.17D USING STANDARD 3/8" 1.00 PLYWOOD WITH 8d COMMON NAILS @ 6 O.C.AT EDGE AND 12"O.C.IN FIELD WITH 1/2'GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C.IN FIELD=(STA) ADJUSTED MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED 11.70 DESIGN=(FHSmin)X(STA)=(FHSminadj) AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)=23.97 SWavail IS ADJUSTED SEGMENTED SHEAR WALL REQUIRED LESS THAN THE AVAILABLE SHEARWALL LENGTH?(FHSminadj< YES Swavail) COMPARE PERFORATED WALL DESIGN CALCULATIONS DIVIDE THE REQUIRED SEGEMENTED SHEARWALL LENGTH BY THE LENGTH OF THE AVAILABLE WALL TO ARRIVE AT A 48.83% PERCENTAGE OF FULL HEIGHT SHEATHING. TABLE 3.17E-USE PERCENTAGE ABOVE TO PLUG INTO TABLE TO DERIVE A PERFORATED SHEARWALL CONVERSION 1.47 FACTOR,TO DERIVE AN ADJUSTED PERFORATED SHEARWALL LENGTH.CONSIDER WALL HEIGHT AND THE TALLEST WINDOW/DOOR OPENING=(PSWconvfaclor) CONVERTED PERFORATED SHEARWALL LENGTH REQUIRED= (PSWconfactor)x(FHSminadj)=(PSWlength) 17.20 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)=23.97 SWavail IS PERFORATED SHEARWALL LENGTH REQUIRED LESS THAN THE FULL HEIGHT SHEATHED WALLS AVAILABLE? YES (PSWlength)<(SWavail) RESULTING SHEAR WALL SPECIFCATIONS SHEAR WALL TYPE PERFORATED SHEAR WALL ASSEMBLY 3/8"PLYWOOD WITH 8d COMMON NAILS @ 6"O.C.AT EDGE AND 12"O.C.IN FIELD WITH 1/2'GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C.IN FIELD HOLD DOWN CAPACITY REQUIRED BY TABLE 3.17F 3488 HOLD DOWN MODEL#(CAPACITY PROVIDED) RIM JOIST SIMPSON STHD14RJ(MIDWALL 5345, CORNER 5345,ENDWALL 4210) COMPLIANCE YES/NO YES Shear Wail design calculations sheet-copyright 2021 Carrnelhill Architects Date: 3/19/2021 Architect of Record: Client: Carmelhill Architects-Edward Koenig TOM AND CAROLINE TOSCANO 415 Lake Avenue South 610 JACKSONS LANDING Nesconset,NY 11767 MATTITUCK,NY 11952 631-277-3337 917-440-0916 2020 RESIDENTIAL CODE OF NEW YORK STATE USING 2018 WFCM SHEAR WALL DESIGN CALCULATIONS DESIGN VALUES DESIGN WIND SPEED 130 vult ROOF PITCH 6:12 TOP PLATE TO RIDGE HEIGHT 7.75 1ST FLOOR WALL HEIGHT 9.00 2ND FLOOR WALL HEIGHT 8.00 DESIGN PARAMETERS SHEAR WALL LINE LABEL B SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 49.75 LENGTH OF EXPOSED WALL FACING INTO WIND RECEIVING WIND FORCES 37.84 SEGMENTED WALL DESIGN CALCULATIONS TABLE 3.17A-TABULATED MINIMUM LENGTH OF SEGMENTED SHEARWALL REQUIRED TO RESIST WIND FORCES ON THE 15.20 OPPOSING EXPOSED WALL(SWr) TABLE 3.17A FOOTNOTE#4-ADJUSTMENT VALUE WHEN CONSIDERING HEIGHT OF WALL AND EXPOSURE OF PITCHED 0.77 ROOF(Radj) MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN= 11.70 (SWr)x(Radj)=FHSmin NOTE:THIS ANALYSIS ASSUMES SHEATHING TYPE ADJUSTMENT(STA)OF 1,PER TABLE 3.17D USING STANDARD 318" 1.00 PLYWOOD WITH 8d COMMON NAILS @ 6 O.C.AT EDGE AND 12"O.C.IN FIELD WITH 112"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C.IN FIELD=(STA) ADJUSTED MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED 11.70 DESIGN=(FHSmin)X(STA)=(FHSminadj) AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)=24.54 SWavail IS ADJUSTED SEGMENTED SHEAR WALL REQUIRED LESS THAN THE AVAILABLE SHEARWALL LENGTH?(FHSminadj< YES Swavail) COMPARE PERFORATED WALL DESIGN CALCULATIONS DIVIDE THE REQUIRED SEGEMENTED SHEARWALL LENGTH BY THE LENGTH OF THE AVAILABLE WALL TO ARRIVE AT A 47.69% PERCENTAGE OF FULL HEIGHT SHEATHING. TABLE 3.17E-USE PERCENTAGE ABOVE TO PLUG INTO TABLE TO DERIVE A PERFORATED SHEARWALL CONVERSION 1.47 FACTOR,TO DERIVE AN ADJUSTED PERFORATED SHEARWALL LENGTH.CONSIDER WALL HEIGHT AND THE TALLEST WINDOW/DOOR OPENING=(PSWconvfactor) CONVERTED PERFORATED SHEARWALL LENGTH REQUIRED= (PSWconfactor)x(FHSminadj)=(PSWlength) 17.20 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)=24.54 SWavail IS PERFORATED SHEARWALL LENGTH REQUIRED LESS THAN THE FULL HEIGHT SHEATHED WALLS AVAILABLE? YES (PSWlength)<(SWavail) RESULTING SHEAR WALL SPECIFCATIONS SHEAR WALL TYPE PERFORATED SHEAR WALL ASSEMBLY 3/8"PLYWOOD WITH 8d COMMON NAILS @ 6"O.C.AT EDGE AND 12"O.C.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C.IN FIELD HOLD DOWN CAPACITY REQUIRED BY TABLE 3.17F 3488 HOLD DOWN MODEL#(CAPACITY PROVIDED) RIM JOIST SIMPSON STHD14RJ(MIDWALL 5345, CORNER 5345,ENDWALL 4210) COMPLIANCE YES/NO YES Shear Wall design calculations sheet-copyright 2021 Carmelhill Architects Date: 3/19/2021 y Architect of Record: Client: Cannelhill Architects-Edward Koenig TOM AND CAROLINE TOSCANO 415 Lake Avenue South 610 JACKSONS LANDING Nesconset,NY 11767 MATTITUCK,NY 11952 631-277-3337 917-440-0916 2020 RESIDENTIAL CODE OF NEW YORK STATE USING 2018 WFCM SHEAR WALL DESIGN CALCULATIONS DESIGN VALUES DESIGN WIND SPEED 130 vult ROOF PITCH 6:12 TOP PLATE TO RIDGE HEIGHT 7.75 1ST FLOOR WALL HEIGHT 9.00 2ND FLOOR WALL HEIGHT 8.00 DESIGN PARAMETERS SHEAR WALL LINE LABEL D SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 49.75 LENGTH OF EXPOSED WALL FACING INTO WIND RECEIVING WIND FORCES 35.50 SEGMENTED WALL DESIGN CALCULATIONS TABLE 3.17A-TABULATED MINIMUM LENGTH OF SEGMENTED SHEARWALL REQUIRED TO RESIST WIND FORCES ON THE 7.60 OPPOSING EXPOSED WALL(SWr) TABLE 3.17A FOOTNOTE#4-ADJUSTMENT VALUE WHEN CONSIDERING HEIGHT OF WALL AND EXPOSURE OF PITCHED 0.58 ROOF(Radj) MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN= 4.37 (SWr)x(Radj)=FHSmin NOTE:THIS ANALYSIS ASSUMES SHEATHING TYPE ADJUSTMENT(STA)OF 1,PER TABLE 3.17D USING STANDARD 3/8" 1.00 PLYWOOD WITH 8d COMMON NAILS @ 6 O.C.AT EDGE AND 12"O.C.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C.IN FIELD=(STA) ADJUSTED MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED 4.37 DESIGN=(FHSmin)X(STA)=(FHSminadj) AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)= 30.10 SWavall IS ADJUSTED SEGMENTED SHEAR WALL REQUIRED LESS THAN THE AVAILABLE SHEARWALL LENGTH?(FHSminadj< YES Swavail) COMPARE PERFORATED WALL DESIGN CALCULATIONS DIVIDE THE REQUIRED SEGEMENTED SHEARWALL LENGTH BY THE LENGTH OF THE AVAILABLE WALL TO ARRIVE ATA 14.52% PERCENTAGE OF FULL HEIGHT SHEATHING. TABLE 3.17E-USE PERCENTAGE ABOVE TO PLUG INTO TABLE TO DERIVE A PERFORATED SHEARWALL CONVERSION 2.05 FACTOR,TO DERIVE AN ADJUSTED PERFORATED SHEARWALL LENGTH.CONSIDER WALL HEIGHTAND THE TALLEST WINDOW/DOOR OPENING=(PSWconvfactor) CONVERTED PERFORATED SHEARWALL LENGTH REQUIRED= (PSWconfactor)x(FHSminadj)=(PSWlength) 8.96 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)= 30.10 SWavall IS PERFORATED SHEARWALL LENGTH REQUIRED LESS THAN THE FULL HEIGHT SHEATHED WALLS AVAILABLE? YES (PSWlength)<(SWavall) RESULTING SHEAR WALL SPECIFCATIONS SHEAR WALL TYPE PERFORATED SHEAR WALL ASSEMBLY 3/8"PLYWOOD WITH 8d COMMON NAILS @ 6"O.C.AT HOLD DOWN CAPACITY REQUIRED BY TABLE 3.17F 3468 HOLD DOWN MODEL#(CAPACITY PROVIDED) SIMPSON CMST 14(6490) COMPLIANCE YES/NO YES Shear Wall�design calculations sheet-copyright 2021 Carmelhill Architects Date: r " 3/19/2021 Architect of Record: Client: .M Carrnelhill Architects-Edward Koenig TOM AND CAROLINE TOSCANO 415 Lake Avenue South 610 JACKSONS LANDING Nesconset,NY 11767 MATTITUCK,NY 11952 631-277-3337 917-440-0916 2020 RESIDENTIAL CODE OF NEW YORK STATE USING 2018 WFCM SHEAR WALL DESIGN CALCULATIONS DESIGN VALUES DESIGN WIND SPEED 130 vult ROOF PITCH 6:12 TOP PLATE TO RIDGE HEIGHT 7.75 1ST FLOOR WALL HEIGHT 9.00 2ND FLOOR WALL HEIGHT 8.00 DESIGN PARAMETERS SHEAR WALL LINE LABEL C SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 49.75 LENGTH OF EXPOSED WALL FACING INTO WIND RECEIVING WIND FORCES 35.50 SEGMENTED WALL DESIGN CALCULATIONS TABLE 3.17A-TABULATED MINIMUM LENGTH OF SEGMENTED SHEARWALL REQUIRED TO RESIST WIND FORCES ON THE 7.60 OPPOSING EXPOSED WALL(SWr) TABLE 3.17A FOOTNOTE#4-ADJUSTMENT VALUE WHEN CONSIDERING HEIGHT OF WALL AND EXPOSURE OF PITCHED 0.5B ROOF(Radj) MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN= 4.37 (SWr)x(Radj)=FHSmin NOTE:THIS ANALYSIS ASSUMES SHEATHING TYPE ADJUSTMENT(STA)OF 1,PER TABLE 3.17D USING STANDARD 3/8" 1.00 PLYWOOD WITH 8d COMMON NAILS @ 6 O.C.AT EDGE AND 12"O.C.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C.IN FIELD=(STA) ADJUSTED MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED 4.37 DESIGN=(FHSmin)X(STA)=(FHSminadj) AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)= 27.33 SWavail IS ADJUSTED SEGMENTED SHEAR WALL REQUIRED LESS THAN THE AVAILABLE SHEARWALL LENGTH?(FHSminadj< YES Swavail) COMPARE PERFORATED WALL DESIGN CALCULATIONS DIVIDE THE REQUIRED SEGEMENTED SHEARWALL LENGTH BY THE LENGTH OF THE AVAILABLE WALL TO ARRIVE AT A 15.99% PERCENTAGE OF FULL HEIGHT SHEATHING. TABLE 3.17E-USE PERCENTAGE ABOVE TO PLUG INTO TABLE TO DERIVE A PERFORATED SHEARWALL CONVERSION 2.05 FACTOR,TO DERIVE AN ADJUSTED PERFORATED SHEARWALL LENGTH.CONSIDER WALL HEIGHT AND THE TALLEST WINDOW/DOOR OPENING=(PSWconvfactor) CONVERTED PERFORATED SHEARWALL LENGTH REQUIRED= (PSWconfactor)x(FHSminadj)=(PSWlenglh) 8.96 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)= 27.33 SWavail IS PERFORATED SHEARWALL LENGTH REQUIRED LESS THAN THE FULL HEIGHT SHEATHED WALLS AVAILABLE? YES (PSWlength)<(SWavail) RESULTING SHEAR WALL SPECIFCATIONS SHEAR WALL TYPE PERFORATED SHEAR WALL ASSEMBLY 3/8"PLYWOOD WITH 8d COMMON NAILS @ 6"O.C.AT HOLD DOWN CAPACITY REQUIRED BY TABLE 3.17F 3488 HOLD DOWN MODEL#(CAPACITY PROVIDED) SIMPSON CMST 14(6490) COMPLIANCE YES/NO YES '.y 1, PLUMBER,CER, ICATION ' ON,LEW CdN.TEIVT BEFORE CfRTIFIC4TEL0F OCCUPANC SOUDER-d qLe 1N W�4 TER SLa y.yLYAYStE0,,CANNOT EiCB'ED 2110 OF I%LEAD. APP OV D AS NOTE DATE: a�o? (B.P.# �� L.`MiN.( A t PLUMBING WASTE FEE: BY: :`.' -'WATER LINES NEED NOTIF BUILDING U�PART AT INGBEFORE CO'k%F�'�: 765-1802 8;AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED TRUSS PLACARDING REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION ELECTRICAL 4. FINAL - CONSTRUCTION MUST INSPECTION REQUIRED BE COMPLETE FOF C.O. ALL-CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW00'NOT PROCEED WITH ' YORK STATE: NOT RESPONSIBLE FOR -AMING UNTIL SURVEY DESIGN OR CONSTRUCTION ERRORS. -OF;FOUNDATION LOCATION �Ii4S BEEN APPROVED. COMPLY WITH ALL CODES OF Must provide Manuals NEW YORK STATE & TOWN CODES D, J and S as per AS REQUIRED AND CONDITIONS OF NYS Energy Code �8-�9►A�1-P�ANNINC @OARD Blower door SOUTHOLD TOWN TRUSTEES and ductwork N.Y.S.DEC testing required. OCCUPANCY OR USE [S UNLAWFUL All exterior lighting WITHOUT CERTIFICATE installed,replaced or repaired shall conform . OF OCCUPANCY to Chapter 172 of the Town.Code RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. � � � � I - � I .-.---- - I , � 0 __ Copyright of Architectural Drawings-These plans are protected by , federal law and are subject to copyright protection as an I � A I , . fi�a d "architectural work"under section 102 of the copyright act, 17 U.S.A. as amended December 1990 and known as Architectural I I 11L Works Copyright Protection Act of 1990.These drawings are I I I � provided as an instrument for construction for the construction project at the address shown on the title block of the drawings and they may not be used for any project other than that listed at the 61 0 JA_ K NS LANDING, MATTITUCK, NY, 11952o 917-440-0916. 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""""' ," 'r,i,,,- , ,I�......,,, I,,__�_� , �!�I" _", " , 3 REVISED ALL CODE REFERENCES TO 2020 � I �. � 11111-4:', ,� �_', , :, I I � ��"��,,Ia,,',,, � I - - �-11 I--I-1 I " � �I : I,11 I , , II -, "I�� 2020 FIRE CODE OF NEW YORK STATE 6-1-20 4�,,,,NM- -y , 111"'IMP"I'l 1`1 , 1, � , lz`�t"�, ,�', ,,�i,,p...... �,,,tls 4 I, � _11U1,11"I ,,� ," i�,L� � I I I �, � ,`_k,',,,,,`,,,',', ,z, , , , , �,Iffd, "��,& 1�� ''�011,�,I� , ", � I I'll , I � I I I " , -, 'It-,", I Z"I'll,I - �" ,,", I I'll, I , 1�,,,,�,�VM',,,�,�� , ,�,�,�, I I I I � , 'I��!� " , ,,,�1��i�\,',,*�i,�� , - I� 0� ,,,Z,11Z Z- I -1111 � I_' _;,� I I �1� , -, "-,,, , , , , 11 -_11_11111� , 1'u � �,,�� , ,� ", , , ,�', ,,,, ,, '' I-I I I � 'VI Al"1, ,1',�'1"1',,_ , � "I , "I , ,��, " , , ,I,"", I '1� , 1��", ,,-,I , , -F�1� �_ , , " �,�,_ " - I Ceiling Joist Laps Over Partitions(Face Nailed) (see Table 3-9A) (see Table 3.9A) Each Lap "�, , �Ij I I��Iew&�J 11 I '. , , I - ��........ , ,� I I 0 I,"I'' 11 �� , �� ', 1- ,',':�:"',',',',""_-%'�,,,�� ",,-,,��Z�� : 111111-1 -1-1111-1 Z 11�_I'll, II I �, , 11 I I ''I I I�,�_�, �, 11 1-11 ,1 "M , `�I��:�il , 'U� , CODES. � " � " ,Il��j��'��,,��_ , """5", `�I - I I �� -1gV '�_ 1- 11-111 "I I I I , I ��.... ...3" �� ",'�C,, , ,"," �;, ,��t�": , I t�,, `,,',,��`,-"', - , , � , , �,i �,,, ,-""' , 1, ,�,"" -;,�,��" ,,�,,,,�4I,� I,,,��1!\,,,� , ,,, �,"',� �,,n-',,----,�,��,-��`��,,�,,��,,��,� � .1 I I I ,�,,, ",, - t,� , I 1 ,, , I,, I 4, 1,11,�,�'11, �,��,,��!,��'!", ...��`,1'1`5, , " I, ,"", -, I t, , � 11 I ,I �� I I I�0� 1�1'1_�""'I-, ','�,,� I ,, ,! "I� I�-"I I : ��,��-�� I ,, �� , : �' ,�,�",;�3, ',,',,',_,�,',��,,� , 511"141 �"."�i"""� , ��,��,,,,,,5,%?,,� 1�,��_,�_,,,�,,, '� - """, � I I ��`,, i�,�,,v It',,M�,�� - Collar Tie To Rafter(Toe Nailed) (see Table 3.6) (see Table 3.6) Per Tie �,�, ",""R& " A" ,'� � 1," "I .,,, � , - 1� _r, �" �,�,��'��, I I - �,,:"�,�,',"z�, 1��I I ��, I -f, I . I 'k,'' _ " , 1, ',"��,;��"'�,�,�,�� ' ', � � �',�, , 1 , - 3 " 61A 11 �I��,r "'M , - �,u"!_ ,-,:�t,,,� �,I�11 I ,K" . , , � " � , , �,j I-1 ,�I T "'i , "-' �_Z_,� 'a��, ---,��Z, ��, �1�111' ,_:1%"1'11_,1�I,1 ��! � I , I In 11,� - '�, ,` -,i� � - SECTION ' " - BLOCK 4 - LOT 8 ''I, ,J�'� 'u,", I Each End I,-, 1,,,� 1F I'll ��_'__ I �I ,_�, " " , "� , DISTRICT 1000 Blocking To Rafter(Toe Nailed) 2-8d 2-1 Od �_ ,2't " 0, ,�',, M_� , -1 , �" Z'!,�� ,,,''� I 11. I -P , I 11 ", �'��",�, ," ,%��,", '�11 I I I I I , 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 I �` I 11,11, I � 11 I - 1- F, i�,' I� I","'' "I'll 111-1 I I �I 11 I, I ,", %',I I I I I I � ,,, ,�,,, , � 11*111""" -,,�� '' - �, , ,,, �, , I I",,,'-,,,,�,�'z� I"'1��, , , -1 ''I'll I I I "" , ��N.'�`�� 111' " , I I +, , I I I - , ,_ , I 11 �,�,,,�P'l I- 11 I I^ " �,,, "' I I I I 1 5 REVISED WETLANDS COVERAGE 10-2-20 il�� 1'1�I" .11 "'N " " Rim Board To Rafter(End Nailed) 2-16d 3-16d Each End 1,� �,1 - I V , ", I ...� " �'11 I I L�,,�'Wj��, M, �'% pr"�""Il""I""A�,�""",�",j"""","",, "I......�,.,O�,�, " - - .1 I '��, , ,�.', " , � I ,� ZONED RESIDENTIAL ZONED R-40 SINGLE FAMILY RESIDENCE �� `?�`, 'ryl � �" -, T ,-,--'I--" ,��,,�,__,, !% 1!��,�, ,� , �,�i I � �1' , 10 "I. 'ON ,�_"_,. %i��0k' I " I 11 I ", m -,��&, % ,','�,�, "I CALCULATIONS. , I 2 01b I , � I - I th �,,,,�, ,,�,.:""�,"L""��,,,�,�:��,"��,��,", I ,�� I ,,, 1-1 ,�11, � , '___� - , I I - "I "", ��, I "1, � �", , , I 11111�,I �� R-3 SINGLE FAMILY RESIDENTIAL DWELLING OCCUPAI'l,,'�Y CLASSIFICATION I I 11� I , Z�,,, , _," '11; """- `6 , � � , 11� r, ,� WALL FRAMING '"' �Ill,I -14I "'I" , 'f""', ,��,,�,, "I",;,"',��,, ,, ,_ MI;,4- Top Plate To Top Plate(Face NailEid) 2-16d 2-16d Per Foot N ',"Ii4II,__�,�,�, I!,I 1, 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 _-��`'2 �t7'777,' �,,,,,,, �, I'll �I'll TYPE 5 ORDINARY WOOD FRAME CONSTRUCTION 41 11...1111'4�_, I __',:,, -, .."I", I'll � :: � ,"-T",��,I�t,,*,�, , I Top Plates At Intersections(Face Nailed) -Each Side 1,��',�2 �,�� " , , � I AND DRY STACK RETAINING WALL ELEVATIONS 4-16d 5-16d Joints I 11�� _"'��111,'"I I'll-,111111,11�11�1 IIJ I �I� 14 ,'�O,��' ''I � �� . _ 11 I �A-,',"�,-"�,,��,*q,�,�',�,�,,�, ''��,,��,I,, 1, PROPERTY OWNER: ERIC KOENIG (S-2) ,,�, ,:", M%� ---1 � �r,��_,,,,, ��',,� �p ��',,� , ��, ��',,� ,- __', -,""I"," ��, � ,, -.. .......�1_"'� 6--��,,,- � � Stud To Stud(Face Nailed) 2-16d 2-16d 24"O.C. , � I ,_�, �,, , - - , , , , 11 $1 ,,,�, " �i I 1 :__,,I7,_�, 1 31 OAKLAWN DRIVE 16"o.c.along edges I "',""'I"op�w,ow1� ,,�,,,-,�,��,-�,,�-,�,,-,�""�"",�--,�,�ll,",�,'�',,,,�,,�,,,,�"'�,,, , , ":"I I� 0 1 ''I""'. � I I I 1�r ''I I "Ill 11111-111-, - -1,'' I 1111111111111- COMMACK,NY 11725 7 REVISED PER BOARD OF TRUSTEES 1-5-21 t� I Header To Header(Face Nailed) 16d 16d "" �,,"I" 'T", Z�,,�,_', M " A ,I�,1,101,_1111...,,-,,-,,,,,,, "Ill,1,11111 ,; ,", � ��Oq,�, ,", " ,, , ppt�� , I �,�,�, � Nvl`,,M&W�141 ,��,P�P,� , , I , I I I" "_._�_ 11" , ,A ��#,,",'W "- �Cll , "kvt " -� ... Tl��,-\=*ffmq ,4 ffA%=W*W4AW._W a 1�'I 5 �� Mljjlj�='1111 I 111111�k,T' Top Or Bottom Plate To Stud(End Nailed) (see Table 3.5a) (see Table 3.5a) Per stud ,TS -Q,�,�,,I�I,11 02,4o �_ 11 I I—- %-!�q'or-",'� "gInam"� 631-864-7418 RECOMMENDATIONS. 50 FOOT NON-TURF I� jjj I ,, , -�-11 "- I I -1"I 111c, ,� : � , I� I ,;5� Is - BOUNDARY ADDED, CHANGED SEPTIC TO LOW , ... � ,7, ,,, I I t 11 1151 , I ,41�1 I " I �',� z I""," 11111 1111 -,,�� , ,� ,� A, I �� , ,,, I'll�,x I I I z� ", i ,,�-��: T 1W 'I_n�w,,, Bottom Plate To Floor Joist,Bandjoist, Endjoist, 2-16d 2-16d Per Foot ,_7 I" � �, "�,�, ," � a � 11 11�11`11k...LI,1. N ,,, I -,11-II I'll-� MEN "", � � �1_111 "Ilk , 1� I ,,, 06"�� wil , �� 4, ,� 111,1111'�4' PROPOSED RESIDENCE FOR: TOM AND CAROLINETOSCANO , � 4�"�� j 1'1�,�� or Blocking(Face Nailed) I I �," 1�7 1 1101111 "I'll,1�1'1,�� I I 'F i , win ,�'", �� , ME - - NITROGEN I/A OWTS,AND ADDED FOOTPRINTS * I -1 � �,: �� X , I z, 31 EDGEWOOD DRN E �, , I z I n 111111111 11111111111 7 i ��,"�� 11 ,� ,g�-'%, ," ,I OF ADJACENT HOMES. RESUBMITTED FOR ,14,w,,�x�I-'' ,�,� , � I ,I,n,_"'-M, "&,�-%" � I V , I t I ,��,,, , oil= ,�,qt !*� -1-1,( I,�� " , I� 'I",_"_--- , Ic 11 r, I � z �� -, ,�4 -7,1- NEW HYDE PARK,NY !,1040 �I,1'� K, �`%,- " I IMEN ,,:'�,,,,,�,�,�� ,,�,'_ � 1, I ,I , 10i � _�,_ � I ,I��L,,��',',4 - ,,, "I I , '��.......� TRUSTEES REVIEW AND APPROVAL. � '�'Ilezllll, ,� I"" , ��I,'�....."I'll I� 1 ,--, 917-440-0916 1�,II I �"_" ,��,�,� g,,`,�' ,�,,I� , '� , "� ,,,",�� - 'I�........ _11117� 0,"I va ---1 I- 'A��11 11, -,"j �11 � I " I FLOOR FRAMING ,,�I"I" MEN "Ill I I "I --��p,� , `�"'I, ,,� I I �, , , ,"" ,,,�, , I 'k� I � Per Joist 1, _,�,�:',!�P:''�I,� I , ,"� , I", g 'I�,7�,�,� �,� ,� ";'g,!."T""'M"� ��,� "'�.......�,,, " '' -, �1. I'I" I I"�-,1, " ,k'1" 111111111 , , � " , , -Z Joist To Sill,Top Plate,Or Girder(Toe Nailed) 4-8d 4-1 Od loss I " ,,�,-,:i�,,,��, " 0 : 1111m 111� ", I I ,�,,*�',"�,�"'!......, ��,I��" ,I", !v,�,, "T,I I , -, ,,,,,, ,," , PROPERTY ADDRESS: 61 0 JACKSONS LAN Ult,G 2 2-1 Od Each End , 11 I I � "" I , ,,� , 11� 111 I 11 1111 i 1 111 ��,, z , jg""' �W�WW`_ _,,'_,_�� f � , I. 11 -11 I " __ �� ", I � P ,,,,,-*,7 , , Bridging To Joist(Toe Nailed) -8d , � t�", I I ,,�",-��, , d," , 7 , 4 I", I '' I'll ,t',�', ", "'I.- i ,-,m , - I. f, I : " i, , , � , I : 11 � I I 1. � � I I z 2-1 Od Each End � _,,�,,�"'z;�_��1: '11-1111......�""" , � 1111 I 11 �4-�,4,�.......�, ,,40,I%,�L 1,111"'", � I X,�,��Ii,�� ,��j�.......�,*,��,�, '��'�\",'I',11,"I"11"",'t I 1,`��1141 1," -� , , ,,�l��,",',�',,,��,,�,,,,,,�.111. ',�, ,'�' ,�,,,�,J__,,�,,,,,,',""""',",,�"�;"��,,,,�"";",�\�"", "` ,, ,, "I",11", _", ","',_ �,,,�,�,,I,: """,�_.,,,t�t, '*,,� 4��."&,I�, MATTITUCK, NY 11952 , _'1 , I ,, , �� ,"" ,q," 'w1i ,� -, � , _ Blocking To Joist(Toe Nailed) 'L.J,�.�....____� , , �', I , I " I ,"" , " , 2-8d Ie�;,,,�,"; , ".,,� wI,, ! � " ''� I, , ,"1 - "I I � I 7 � 17 -117`11t , . ..... � � '' , PROPERTY LOCATION: SOUTH SIDE OF JAC!��'.`ONS LANDING , ,�!�,`,�, ,_,` "I il� I ,;��O�, , � '', , , k �, ��& , "- � -- � --;�,4 '�,:..... 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I ,,�,` �!,, dIt"""i", �� I I I I I N I—_1,9��' ,,,:,�l 11,.",� - �,'Uz 601f, � ,I Stru .1 '1111 N , ,� . ,,,, CLIMATIC AND GEOGRAPHI' DESIGNCRITERIA I 11-11, , _,, _ ctural Panels 8d 10d (See Table 3.1 0) � 3111111 11 im t I 911111. , " 1'�Ww, go 3111111, 1�,`,.,;:_,�........,j �,,�A,'�;, 1� ,�'44 : -,--- � ,�_ ��f ,r.1111,11'11 "'�� If , I Rt,� � �, , 1, I I 11 I'll �11,',�,p" , I Diagonal Board Sheathing ,,, , I �,,�'�� 11 Ill , , , I 'll, Iff 111111 I I �," , Ill X 6"X I"X 8" 2-8d 2-1 Od Per Support ,�, an I � 1; Ill 11 oil Ill "I"' 11K 1111W �,,�,,,! � �� 1'1"11111111 II ��' r ,7�r . � i , , � 11-11,1111-111m" - 1-1 ill,<I , GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM 11�� , ��,,� tq,q,,7,53M;7,',';`_ -11 ,�......��__,�"4 �' , __1-1111111111......lz��IxI,,�, ""', 1-1 I% "" , I �..I................... � I Owl ill X 10"Or Wider 3-8d 3-1 Od Per Support �,I, ,I-,_-,,6-,,,1__,-" --_--1-, I -i�r,H,*W&-,&,-1W � I SNOW DESIGN � , ", -1111111 : - 11 �,I I , , , " I - �I , ,W,7111�17,�..r, , , ,,",�__ ,; ,,,,�', '' ,� � , � 1 -,�, I,,'I I�, �4I '�"",,., . e - -1 1 , ",....I,.......I—-, 11"� ��"�� ,U.", 111,11i�_1111-Iffil-Ir"'m-m'�`", , _7 'i ,1_��...I�,I�11111114 """" ~ '� `1' "' . t!iem ., , , , `- 1- SPEED HIC SPL,�!Al_ WIND BORNE CATEGORY WEATHERING FROST LINE TERMITE , _'��,:I�I�g ` ��h,��_, , 11 11"!", , �Ilfil`l- ,�,�,,,;,�,�4� , I , , I _\", � �_ '' , , � " I '� � 14�1�11111�...........W qo@!�" ,� I, t I ,,, _1�1 ", I � ,� , _ I , I I - , , R�_,�g,t6�,, 1, �� ",';," 40"pw'... W�1'11I_ 11111111W'11�,_'; I I ,,, �JW�,�,w--',,1;I_-11 �,I W111:0 DEBRIS AREA DEPTH I-11 I'll 11,,4,,_ ,11711141 ,-, I I I� IiM�1'11 ",� -,�,."',"t" ", , , "��, , ,,, " " , " , I " ", i, W,o,',,,,,- k; A-�.� 1, �`I I I , , -1-1-1 I�, \, �.........��.................. ,W-,6�i,�-��l , *�,', I _I� 'M 1111 4 1�1 '11�11�',1-4,"_Y"; ,7""'�', _";� , TOPOGRA ,,, ,�,�,,;,.....��'4$ 1 1 " 1�',I I'_ , " , , , �" �'I, , - ,- , " - ',=i RE�,,IOIN I" I , ,�_�g ",�...� �"'�...�I'll��l.,-�-"��,�,,�4�,,�,,�,,,,�,�_ � , ""':: "I - ��t�,� ��m�,,I J �,,!, 1-1 ,,, �1,�,,�',C,,� ,, ,, , � I 1 � " . ",,-",:_,",, , �...... ,� 1_,5-,�_f�4?_h, '' , � I,!,-,'��','V,,-�, 'lz " I, ,� I I � ,I , , " �1�Z", , ��,44 , . 11� ,�_ 1.- i7w... T�a, I I'll �� I'L , � , -1 , 1�'��' ��- 1, , -1 1, 11 : I ......� g , , " IP I ,,�_ 114, , , I I I ''I " - - , � I ""��,,,,�,,�-,.;�%1,�lfk","�"I , , ... 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" " , �, ," 'wi ", , ." , , ", 11"S"i"'."" ia,,,_n"',�5",-, 0 wi,"�I I"i�l-l��,��,,�,�,!','�',,<',,�,��, ,�',��`,,,,� �","a" W, I, W, -41W � r * ,,��,,,i,�I�AM, �A* - """� I 1, '4 I E�%11� , I 1," ,� I�,,,�,O�Rw 10"' 1'7"�;:�,N, I ,11 I INTERIOR SPACES INTENDED FOR HUMAN OCCUPAN(-YSHALL BE PROVIDED WITH INDOOR TEMPERATURE OF NOT LESS THAN 68 _�, I K I� - 1_0 " ',,�,'�',1,N,��",�'A , , , " """ � ,��`H`IF,,,�, �kl._��,N�1�101,I, ,��W,.�4 I,',", 1113'11�6,,i'i� Structural Panels - , M'! ,gii I I I �6,�_,�,,_�,� I,J,,,, I- 11 �' I I T AT A POINT 3 FEET ABOVE 7-1, TOOR ON THE DESIGN HEATING DAY(2020 MCNYS 309.1)SYSTEM DESIGN � �, 1"Or Less 8d 10d 6"Edge/12"Field . I -I M- 11 1,, I ,!�� ",� ,, � , = �,,,-�,,�,l � r 11 " � ", ,A�-i�,',�--,-",,;,"�,,�!,��<�I'll�lihii,ml",OI '�',"' - ,_, ,�,- , �� I , I __ __ _ -- _1 1, I �,�i,�,,,,� _� SHALL BE BASED ON MAXIMUM 72 DEGREES HEAT!"G,r.`�JIMUM 75 DEGREES COOLING DEGREE DAYS(NY LAGUARDIA)4811,WINTER �� ,,, Ill , "I'MIN 11% , Greater Than 1" 10d 16d 6"Edge/12"Field I �, �f�,� ---I" , "' ' "�,�,��,� I , ""', �'! I ,� ", � ,q w, , ',,,,v -",- " -Ny , " -- ,:,� N _�,I *1"I"' I�:��',,::::� ,3....I;`,0, 7 �'� "��J `-,N'4,,�"" , . -1 DESIGN TEMP 15, DRY BULB 89,WET BULB 75(2020[-' 53 APPDX D) ��I �, , I , �" ,fl, I , "' ��', � �� " ��111 1. �I� , I �� - 1'�, ,,,,!" X��p , , I�,, ��N , , I I ,� �� ,,�,�',,,"� I��: ,� I 1,'�'��,%_',`_�`,_`� '"",;�'J : V11-1 I " , _ ",""I. ,,�,�',,��'�IV �,� "", �11�1 611 ,"I ,,""',,��""L'iqlj, 11 11 """, "Ill ... I ,I,',�Al- ,�lt�i I� . " � k( ) 1�11011 11 11""" ,� I i� `�� ,,�,,,,�,' I I, � ��'4N� A -N_"i&,�, I " I,,, f , "'" - __? - " &i,i Z" , I �, : I I , , - ,Z I" I �, , " :��,,'422%h:11 11%�,111.11,11��ll,�,��'ll��,�'I'l��O'��,4��ll,�T'll�ITI� ,��,� '',,',,�',,'W,',,',��,W,,',�,,��', , ,,=�,.,�,�101�:�I I I X11 - "I I""," 1�1 I ': t, 1, .1. I _� , , 1,- I �, �,�,,, �, I I:-.',I N " __"'_,',\Wh % � 1-1 '111---l"11,11,11", : I � 11, :1-1 , . , I I .: I 111111�,:::,Il 1, _ Ix I .1 0 E / / MINIMUM UNIFORMLY DIS' -EIBUTED LOAn �, I _ , "�, !-,,. - , -- ---.-.--.- ____ �, ., ,_ ",\ I .? 1!5 _i�' - ,�) � � � USE LIVE LOAD DESIGN DEAD 6 1 1 - .1 1� -4 � A"A�4: -1 . ,�, M,W . 1_ TABLE R301.5 . I 11.r�.� ""' , , " LOAD * I ,_-C!,I 11 . - ___.___� I � _----..- -- . �;__V�_� / I I'� , I , �� .!.. "' I I UNINHABITABLE ATTICS WITHOUT STORAGE(LESS'I 'JI42"CLEAR HT) 10 PSF 10 PSF 0D ----, �1__-_ . � _11 .I .1 , �, .- I AGE M'_'�XG i,'AN 42"CLEAR HT) �__ � I , �1_ UNINHABITABLE ATTICS WITH LIMITED STOR 1 20 PSF 10 PSF _" I /\ �, (_ HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAI�_',S 30 PSF 10 PSF - 11. I I 0 1 �" ,4, � , , I - BALCONIES(EXTERIOR)AND DECKS 40 PSF 10 PSF I '_�_N E.'- .1.11,11, FIRE ESCAPES 40 PSF 10 PSIF I I I " GUARDRAILS AND HANDRAILS 200 PSF 10 PSF - I -11-11, "I , I �� 1> 11 11� TS 11 I 1� 11 , f I GUARD IN-FILL COMPONEIN 50 PSF 10 PSF 11 " �I � �, 1, �, I 1, � 50 PSF AS PER P 11 I PASSENGER VEHICLE GARAGES LAN TOM &CAROLINE TOSCANO ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 10 PSF CARMELHILL I f� I ,."I6 6 0 JACKSONS LANDING SLEEPING ROOMS 30 PSF 10 PSF ',�. 1.�10,!0" MATTITUCK, NY 11952 STAIRS 40 PSF 10 PSF ARCHITECTS I � �,;� I I I 1� I 1� '�,: ; I -,NIENTS AS PER TABLE "I �I i , ,11 III I ��, �', 11 ROOF LOADING(LIVE=GROUND SNOW LOAD ADJUS 1 20 PSF 12 PSF FOR " I " I `� 1� I 1. I , I R301.2(5)OF THE 2020 RCNYS ATTIC �� __ , " 15 PSF FOR � ,�-,� 11 11��,�, � -1 CATHEDRAL �11 " � , �, ,�, '_, '' - ,��Il "' n _�:��' ��'," � , I, I, n �,��, I - ,�, 11�, �,, It_,�,:_ ,_ /+4l . I I� 11 I .- ,"I"o-". �11 t"11, ,"I I '1� I , ......� ' �)E TRUC L MEMBERS I 11 ALLOWABLE DEELEC11M, TUBA � I", :, I, I 1�1 �� I � 1111`,� _-,:�._ S , ,,,, �� ,'4�,� "I "I" ", �"" !111' , � ...... TABLE R301.7 , ',�,�,, I. ,,,� , J`,�I�,�,�,�.o`, , � "� :,�,,��q"� , ��, `1%, I � , � z 1, " � , - , 9 11 I I'll I - , 11 t I ___ - I Jadsoll Lalldiaa , 1. �� 11 STRUCTURAL MEMBER ,� I ,,�,��, , I ALLOWABLE DEFLECTION . _z I � �, �, , _ I I, I 1�11 �`�, � I �� 111_�2��_ I 11 :�z , I � I I ", , ------- I I 11`�01 "I I I�11 1, I I I I�,�, ,�, I I� I I -j_�_,' _�,��,I, �,, I , I *1 " I I RAFTERS HAVING SLOPES GREATER THAN 3:12 vii TH FINISHED CEILING NOT ATTACHED TO RAFTERS L/180 ........... �� - I , 11 11 I"�I�,�c I ,,I o�, " I � I I I I ��,_%�� I'll, I :, I I I "' � 11 I I � I 1� I,"",� 1, INTERIOR WALLS AND PARTITIONS H/180 _:�I 11 I 1 , � �, � �� ;_ ,,�,` _11 I � �,� I I'll �, �111 ,,, ,:,,I�11 Z'I 4�.� FLOORS L/360 I � ' ��1_111 ", . 1�� 11--_n_ "Ill A SHEETINDEX CEILINGS WITH BRITTLE FINISHES(INCLUDING PI.--,33TE RAND STUCCO) L/360 www.CARMELHILL.COM -1 I, , -11 ��, 11 , � I I ,%�, I I CEILINGS WITH FLEXIBLE FINISHES(INCLUDING GV,"SUM BOARD) L/240 I "'I'll � NO. TITLE � - ��,, � ""I 1� � 11 ALL OTHER STRUCTURAL MEMBERS L/240 I 1� , 11 Architecture Firm: 1� .,� " I , , 1, � �,, �� 111. "?, A-1 TITLE SHEET EXTERIOR WALLS-WIND LOADS a.WITH PLAS1 ER 0R.STUCCO FINISH H/360 .11 � , , � �11 � 1�1 ,�61',', -,�Iliz,�� :�: " " ,�,I ""% EXTERIOR WALLS-WIND LOADS a.WITH OTHER B�,,,rTLE FINISHES H/240 CARMELHILL ARCHITECTS �� 1�1 I �', , A-2 ,,SITE FILAN ......-,� %1� . I EXTERIO XIF.�'.E FINISHES � I, R WALLS-WINDOW LOADS a.WITH FLE, H/120 d. A - I ': "", EDWARD KOENIG - R.A., A.I.A. ��l,"�,�ii�i.11,�',�.11��,�%�Q m:, �,;� LINTELS SUPPORTING MASONRY VENEER WALLS e A . ,� � . �, I "?I;,�...... � A-2.5 SITE I)ETAILS L/600 ,,._I1-: ." �1' --- - , �, I . ___-_ 415 LAKE AVENUE SOUTH LOCATION MAP A-3 SPECAflICATIONS NOTE:L=SPAN LENGTH H=SPAN HEIGHT NESCONSET, NY 11767-1848 . I THERI\AAL BOUNDARY PLANS & PLUMBING THE WIND LOAD SHALL BE PERMITTED TO BE-i`./'K'iN AS 0.7 TIMES THE COMPONENT AND CLADDING(ASD)LOADS OBTAINED FROM 631-277-3337 �",� � I I I-_ I 11 I I I � I I 11,1, 1 -4 TABLE R301.2(2). Website: www.CARMELHILL.com I � I �1� I �' , ""' , , A � I I I , ,,,,,, -, , 11 I I �,� ' '-1 I 11- 1 ,I"z ,,�,-,-�� ,, I � 1- I I ,� 11 , , , ,_ _ _ " ', 11 , - 1 �,,��""?il,;,�i,�z�,,I�,�!31��I RISER,S 1�TWICE THE LENGTH OF THE CANTILEVER. Email: CARMELHILL16@gmail.com I I 11 I ` � :, __ - * FOR CANTILEVER MEMBERS,L SHALL BE TAIQ'N,`�, , ,", . 11- 11 ,; � �, fo 1...... ,I-- , I,___ I I � ,��111 1. " N!W�:�tl F','01,S�,,'_'9," � , I ,I ,�,,_, xt , � , I ,�! I __1 I� I � 11 I ......-N, �j e, 0 ,� I ,� I 11 " , ' ' I 1 , I ,� , I I ,,, I " I , I D I I , I I I , " 1� . - 0", I A-5 FOUI�'i ATION PLAN SEE CODE FOR LIMITATIONS CONCERNING AL U,1.,I!l,.',JM PANELS. I I I 1, , "� , I I �,o,f,;�dzr,,,,; I I ; ,I - I �.',I�, �, I I I � I,�"� 1_/ , �W�,��z aep "IN TOM &CAROLINE TOSCANO � ''I I I � _�,� I 1� �� ;��, ,,��,,*� :,� . 1. - - , I I i I � , �- Project Title: -41z I 1�" , ,� 11 A-6 IRST FLOOR CONSTRUCTION PLAN DEFLECTION FOREXTERIOR WALLS WITH I1j i'EI,1'0�,GYPSUM BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE DEFLECTION OF I I ��,'� / 11 I�",Iz � I I I � \ 610JACKSONS LANDING -1,1�� IF I Z I I I � �,�: I,._,", I ' H/180. � I I I I� I i� '' I / I 0,"l, I I �MATTITUCK, NY 11952 . "I I,1'�,�, � ��-r , -111 _� I , I �, f�_,: � A-7 SECi3i\1D FLOOR CONSTRUCTION PLAN REFER TO SECTION R703.8.2 TOSCANO RESIDENf.,-E �� , � - I 11- 11 �o,�p,lr.�,I) I '� '\ , - � " I � . . .�, I I I I I I 1 2 , �, "'11�', , / _�, �, , , I I 11_,�N`�, " � I I _______._,.__ --- � ' II, 1... I '1� I I I I— �� ,,� ' : �...... , � , I , �'Plllf'��lli�r��l��1-:11c��,�:0 '' I . 11 ' '�," / I , \ �q. A-8 ROOFPLAN _-______- -_ --- TOM & CAROLINE TOSCANO I � 1, _ I I� 11� . I I I I� I I I ,�, '. -- 610 JACKSONS LANDING � � , 41 � " I � � I , I �', I , :� "'.", "I �, ,� I I � 1, / - % 1, I I I � I \ I 1% I ,. lrll,� 4, 11 I I I I I �� , , - '111 I , I � 1 -9 -R GLAZEn OPENING PJ30.T(-:_;!','T ��:� � I ;,JqI,,��,�IIAC - , � I I e'11111`MN,Ox:�,�� A ELEC1 ICAL PLANS - J-Qhl � I I " 4 1 �,9� .,,�, I 1% �t, "I - NA,,,i,1F1,1111,1t1,): , I � I / 1� I MATTITUCK, NY 11952 i I ,,,,, , " ,�,I, I , ��ft i I rd,t \ I I I I I �11- I, � , I .C�: I I I , � I I I I � � , I - " I , I I �I - 917-440-0916 1 1, �� 1:1 '' I - �� , """ �,I I -10 ELE`\/;kTIONS ALL GLAZED OPE N I N GS SHALL COMPLY\NI TH ',* -Pj�:�OTECTI ON REQU I RE M E NTS FOR CO N STRUCTI ON I N WI N D BORN E DEB R I S �', / ;...... - 11 �� ,., �,I , � , , A 11, I I I I Al� "I, I "I", I" J ", " I I I AREAS.ALL PROPOSED WINDOW AND GLAZE[.)U00P OPENINGS SHALLBE PROTECTED WITH PRECUTPLYWOOD PANELSAS DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 1 . 11 , I I ,�,' "" ; � 1. ,, �� 1* 1, ''I -,I�_ �i ��, , 11 I z, '�', I . , I I "I , , I DETAIL IN THESE DRAWINGS AND IN ACCORDA.,:�',f'-WITH R301.2.1.2 OF THE 2020 RCNYS. SEE DETAIL SHEET FOR SPECIFICATIONS. 6-,,,-- ,z 10 J��kL�I-dnlq ,,�� I I ,, , , " A-1 1 ELEI/PkTIONS I 4., I � . O.N��,�,MILE,- , I , 11 I 11 1:� � I 1 , I I I ,N11 \1 �,� ,,,I 1,','I' I I Pl�I 111 , I I f��1111) _._.__._-_ ___ � - - � I I I I " � 0�,,"-, _ ,,,�, "" , I I � I, I I ,T,z��',, I I" 1, 1.�*O�Ii��,�x;�,;?t .", I ,, ,��6,� �lx,,� ,,, � - - 1� �. ..... ,,,:. , I �� _% ,,, A-1 2 SECTIONS 'I'll I ,,�_ " 1'. 1" _,,��... ... I �,Ifl,,&�,N- " ,� 1, _N I I .t I � lw,�;� �, I .1 Sheet Title , I , ,,� 11 I I 11 - - 1, I I I I � �11 I I%,� . �,', , I I'll/ , ,�:"'"� "I ": , ,, I ,�," , , �, I� I,� I I " ,I"I I I I I 1�"`�_�`r,�,,,�,wi�x��,' ,,,,�, I ''I � /:11-1,I - I , - I I I ��"., -, I � "k, : ,�4 I I A DETAILS \ , 1� I ''I I I I I 'I, " �I, ,.z ,� 41 ,' I I ,,,M�1.":v�0 ' 1. , P�t�,, I I I ,"I I ' 'I , I ., � - kz,,SK;��"I, ' I \ "I 1, 11 , �� ,: � ,�, , - A-14 DETAILS TITLE SHEET, I I : � ,' � � ,,, I I �,-,,,",, � I 11 <1 �I I' V t 'Itj , �� I :� " ., I � , � �! "", I I I I I i,:��v', - I - I 11 er,� ,,�,` - '77 I ,,��" , % � I "", 1�� \ 1� 11 I I " �, ,_,,',,,I,,,' � ' :4, . ..- . 11 , - I \ R4�',AXIIR46�9 ,�,�6�11 1 1 1 / , I-," , I . I I I ,'� " 1� I-- '� � I I . I I , , �I __ I I , � , i;,��::,��, � %,,�,"!�,, ,�, \ I �,,,Z11 [�: : � "',�,"""V � ,,, , ,,�, 1, I \11�- �","dW, ', :1',,11,�,�zta I / I 1 �1 1'111�` ' � I "I '' . %, � I I �� ,X�. �,: I 11 q,IM"', I 11 , '' '' I I, ,_ I- I elll ,�:Zl,;'' � �,�/�, . '� � I �1,t:1601101%`��'1111 ,", I ,�, - ,.,Icl I I'll I I I '' I I 4,� e, ' S%11�A,, I " S � I , � I I I I , I I ,. _".�,,�, I , " , I ,�3� 1 1 ,�,,,U;o4, Y�I , � 17-1",',I , -.1, I I � , I V,,- �, - _____ ,Wmz�g�13 �� ':.......i,m,m , I -,�, ,�� .�,- -11, 1. I % N, ��_ ,,,,, I I .� 1, I __1 U,�""�',,,,,,A,��, , I 1�1 � �� -_ I -,-- . <)�m, ,�, �� I Drawing No. I I " I � -_ ,, I 1, I ", I 01 I - - - , 0 1,�� \ I �I - I I -1111, `_1 I I � " 1� ,'. I �� "I I I i ,�, 'A.......11 11�,�...6" 0 Ii � : Aml I IQ RE1DENLE I il�' up "' , 1� I\ , I � i -7 11 11 1 ;:` ` I'll 11 � ,A"1ii# I I I I , , 11 I "''q 1, , - L, LOCATION MALE I I �11 I I ____ I I- ; I I I I Copyright of Architectural Drawings-These plans are protected by BUILDING DEPARTMENT NOTES federal law and are subject to copyright protection as an ROOF DRAINAGE CALCULATIONS "architectural work"under section 102 of the copyright act, 17 2020 RESIDENTIAL CODE OF NEW YORK STATE U.S.A. as amended December 1990 and known Architectural C Works Copyright Protection Act of 1990.These drawings are DRAINAGE CALCULATIONS FOR 3" RAINFALL 2020 BUILDING CODE OF NEW YORK STATE provided as an instrument for construction for the construction NAME OF AREA UNDER CONSIDERATION project at the address shown on the title block of the drawings and 2018 WOOD FRAME CONSTRUCTION MANUAL WFCM they may not be used for any project other than that listed at the AREA: 1,973.86 SF 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE address shown on the title block without the written consent and CALCULATION RATE: 100% IMPERVIOUS WITH 3 INCH RAINFALL NFPA70-17 NATIONAL ELECTRICAL CODE compensation of the architect.This protection includes but is not VOLUME: 1973.86 X 1.00 X 3/12 FT= 493.47 C.F. 2020 FIRE CODE OF NEW YORK STATE limited to the overall form as well as the arrangement and composition of spaces and elements of the designs. Under such 8 FT. DIA. RING= 42,24 C.F. PER VERT. FT. DISTRICT 1 000 - SECTION 113 - BLOCK 4 - LOT 8 protection, unauthorized use of these plans,work or home REQUIRED DEPTH: 493.47 /42.24 C.F. PERVERT. FT. = 11.68 VERT. FT. REQUIRED represented, can legally result in the cessation of construction or ZONED RESIDENTIAL-70NFD H30_SINGLE FAMILY RESIDENCE buildings being seized and/or monetary compensation to Carmelhill PROVIDED DEPTH: 12 VERTICAL FEET Architects and/or Edward Koenig. (3)4 FT. DEEP POOLS R-3 SINGLE FAMILY RESIDENTIAL DWELLING OCCUPANCY CLASSIFICATION TYPE 5 ORDINARY WOOD FRAME CONSTRUCTION PROPERTY OWNER: ERIC KOENIG NO. DESCRIPTION DATE 31 OAKLAWN DRIVE COMMACK,NY 11725 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 631-864-7418 2 ISSUED FOR CONSULTING. 3-16-20 PROPOSED RESIDENCE FOR: TOM AND CAROLINE TOSCANO 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 31 EDGEWOOD DRIVE NEW HYDE PARK,NY 11040 CODES. 917-440-0916 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 PROPERTY ADDRESS: 610 JACKSONS LANDING 5 REVISED WETLANDS COVERAGE 10-2-20 MATTITUCK,NY 11952 CALCULATIONS. PROPERTY LOCATION: SOUTH SIDE OF JACKSONS LANDING 6ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 550.86 FEET EAST OF MILL ROAD AND DRY STACK RETAINING WALL ELEVATION 3,245.9 S.F.TWO STORY RESIDENCE (S-2) 4 325.07 S.F.DECKS 7 REVISED PER BOARD OF TRUSTEES 1-5-21 73.79 S.F.R/O PATIO L RENT HIGH WATER � RECOMMENDATIONS.50 FOOT NON-TURF 4 BOUNDARY ADDED,CHANGED SEPTIC TO LOW _ 63.48Z NITROGEN I/A OWTS,AND ADDED FOOTPRINTS T PLAN LINE TYPE L E G E N D OF ADJACENT HOMES. RESUBMITTED FOR 3� _ ^ Q o � ��i' /�/- - - - -N820 _ - _ $ _ - _ _ - _ TRUSTEES REVIEW AND APPROVAL. -W(� �/V PLOT PLAN BUILDING FOOTPRINT - _ _ _ _ AREA CALCULATIONS - - - PLOT PLAN TERRAIN NEIGHBORS 3-- - - _ - - - _ 7 PROPERTY AREA: 24,222.17 SF - - - PLOT PLAN TERRAIN PERIMETER ED-GOOF-TIDAL WETLANDS AS _ _ - - - ' R EXISTING WATER PLOT PLAN WATER EXISTING _ IDENTIFIED BY NATHAN CO_RWtN-LAN15 40 FOOT AND 25 FOOT FLOOR AREA RATIO CALCULATIONS: _ F PROPOSED FIRST FLOOR 1784.1 SF 4 SURVEYOR ODl-826=E020 � 3� � BUFF-ERS-TO BE PROPOSED WATER PLOT PLAN WATER PROPOSED _ PROPOSED SECOND FLOOR 1457.83 SF F(, PROPOSED RIO PORCH#1 73.79 SF MEMORIALIZED INA COVENANT TE EXISTING WASTE PLOT PLAN WASTE EXISTING � � �' 3� AND RESTRICTION FILED WITH TOTAL AREA: 3315.72 SF THE OFFICE OF THE SUFFOLK FLool:AREA RATIO: 13.69% % 1 PROPOSED WASTE PLOT PLAN WASTE PROPOSED COUNTY CLERK AS PER _ - SOUTHOLD TOWN TRUSTEES. LOT COVERAGE CALCULATIONS GAS EXISTING GAS PLOT PLAN GAS EXISTING 36 LIMIT OF 40 FOOT DEC BUFFER G PROPOSED FIRST FLOOR 1784.1 SF FOR NON-GROUND �' Z P I AS PROPOSED GAS PLOT PLAN GAS PROPOSED m o PROPOSED R/O PORCH#1 73.79 SF .G DISTURBANCE IAISTALL o _ , - 4 TOTAL AREA: 1857.89 SFJ.L. 0.H. - U.L: EXISTING OVER HEAD UTILITY LINES EROSIOUGONTROL MEASURES N m o - ' LOT COVERAGE RATIO: 7.67% / ONSISTING OF HAY BALESZ rn 25 FOOT BUFFER FROM ESF X ESF - EXISTING WOOD STOCKADE FENCE AND STACKED aLLT{llI!N15ING. m APPROVED STRUCTURE - 7 _ _ _ _ � _ - -� � � P S F X - Pte; X PROPOSED WOOD STOCKADE FENCE -¢ _ - "'- - NOf,�6lftQD DISTURBANCE 'rf1 LIMITS. NO DISTURBANCE TO ZONING REVIEW Cr. N o EAWARD OF THIS LINE. I =aLIRAL VEGETATION OR REQUIRED PROVIDED PASS NO SEE ( EVF - X - EVF - - EXISTING VINYL FENCE TOWN OF SOUTHOLD TOPOGRAPHY_SEAWARD OF TRUSTEES 25 FOOT N �_ BUFFER ONE, _ THIS LINA MINIMUM BUILDING LOT 40000.00 24222.17 SECTION 280- PVF - X - PVF X PROPOSED VINYL FENCEG NONDISTURBANCE BUFFER 04IF OS MINIMUM LOT WIDTH 150.00 126.96 NO P - EOP - EOP - EXISTING OPEN PICKET-VISIBLE THROUGH-FENCE -� �-��' � � MCAD File Name: TOSCANO REVISED 7.1ayout -� - MINIMUM LOT DEPTH 175.00 219.51 YES _5 - - - _ _ -_ _ w_ _ - - P - POP - POP - -- - PROPOSED OPEN PICKET-VISIBLE THROUGH -FENCE _EAE EL.8) FRONT SETBACK 40.00 41.00 YES (Drawn By: Edward Koenig TOWN OF SOUTHOLD - = ZON �.X- SIDE SETBACK ONE 15.00 19.40 YES I - ZONE X ECL X - ECL - - EXISTING CHAIN LINK FENCE cn �� SIDE SETBACK TWO 15.00 36.36 YES TRUSTEES ADDITIONAL 25 �- _ Architect's Seal FOOT NON-T RF AREA o -r-' -�� W ' AGGR7-GATE SIDE SETBACK 35.00 55.76 YES PCL X - Pi,. X PROPOSED CHAIN LINK FENCE _ REAR-_SETBACK 50.00 1115.19 YES HEIGHT IN STORIES 2-1/2 2 YES _ - �- �7' HEIGHT IN FEET 35.00 30.01 YES 'E-A ZONE AE EL. I O w+ r?`: STACK - MAXIM UM LOT COVERAGE 20.00% 7.67% YES �C, ` (1y C� E(�1 „p o ,F,•.TAINING W LL. _ EXISTING 4 �_ /StiE DTL. 1/A-2.5 r q ELEVATED DECK s - - � � _ _ _ _- -7 W - � N , � EXISTING - - 8' ELEVATED DECK LOT C1�VERAGE CALCULATIONS a� 6 BUILDING FOOTPRINT: 1784.1 SF i PROPOSED R/O PORCH#1: 73.79 SF CP �✓ #31 PF SES 57) �( a w E p \ r- -� yo 6# / FRONT ENTRY STAIRS 14.57 SF PROPOSED DECK#1 -FIRST FLOOR 254.05 SF g, ° 4' \�� 2 .58 I ��'A_ - - - E PROPOSED DECK#2-SECOND FLOOR 71.38 SF Or. N �f� - O TOTAL.IMPREVIOUS AREA: 2197.89 SF NON-V/ETLANDS LOT COVERAGE%: 11.34% % EXISTING DECK 1 P �ED� i ISEI` , CARMELHILL 1j`�� :!�E GRA h.'.,`, / �� AVERAGE GRADE CALCULATION -E MEXISTING T` o A D VE1N RESIDENCE S D 1 10 i FACE OF STRUCTURE LINEAR FOOTAGE OF LENGTH OF ELEVATION LESS LENGTH OF ELEVATION MORE ARCHITECTS 1 D / PROJECTED ELEVATION THAN 6'-0"ABOVE GRADE THAN 6-0"ABOVE GRADE EXISTING FRONT ELEVATION 49.75 49.75 0.00 19.40 1 .8 , - 2 ./ ,:� / RESIDENCE \ o t.:.. / REAR.ELEVATIIONS 37.8 5.57 32.23 46.58 REAP ELEVATION 49.75 3.17 CONTROL PANEL 92 OP �'� 36• / '� LEFT ELEVATION 35.46 35.46 0.00 /. . � / PR SED " / /- / TOTALS 172.76 93.95 78.81 PROPOS _ED 1/A OWT_ _ �� EA GR €I' / tit PERCENTAGES TOTALS 154.38% 45.62% SEPTIC TANK KWAY LE / E : 8:5 . PROP. DISTRIBUTION o BOX r m v .,::'::, ADJACENT PROPERTY j:. DJACENT PROPERTY �� 0 0 O -;:_`_;,f SERVICED BY TOWN P SERVICED BY PRIVATE - ' -P�OP6SED _ - _ - - ,�." WATER AND PRIVATE D www.CARM E L H I L L.CO M LEACHING GALLEYS. m' SEPTIC SYSTEM ELL AND PRIVATE SEE SEPTIC DESIGN SEI FIC SYSTEM I O 0 O :- DRAWINGS Architecture Firm: 88.75'TOWELL _ - -, - .. _ CARMELHILL ARCHITECTS _ 12.3 ST HOLE DATA WE - BC EL.L.1�.1s / R= 9750. 0 a cn EL. _ I E� EDWARD KOENIG - R.A., _ ecEl_.12.a7� �5�,8G -�_ _ TES, HOLE BY MCDONALD GEOSCIENCE 45 A.I.A. , V �� 7-27-20 9:45 AM 415 LAKE AVENUE SOUTH QAC KS O It S LANDING ; Jr3 ASSUMED TO BE ACCURATE NESCONSET, NY 11767-1848 ( j 631-277-3337 APPROXIMATE GRADE Website: www.CARMELHILL.com �w �. E-� L'�1'se 1.3' 8.50 ' - - K"„ „e�.�3.2s+ f o S .OND FLOOR Email: CARMELHILL16@gmail.com -10 BROWN SILTY SAND TOM& CAROLINE TOSCANO `' (SM) / 610 JAS SONS LANDING MATTITU NY 11952 Project Title: 5.50 C. n, + TOSCANO RESIDENCE \\" CD PALE BROWN FINE \- N OP. \E / \ b!" TOM & CAROLINE TOSCANO �-- _ b � T \ 610 JACKSONS LANDING WDJACENT PROPERTY COPERTY \ \ \ MATTITUCK, NY 11952 ADJACENT PR WATER ENCOUNTERED / I / S ERLLIAND PR BY ATETE SERVICED BY TOWN 1'00 / ' DISTRICT 91 00 - SECTION 113 - BL SEPTIC SYSTEM WATER AND PRIVATE I ONEs;MILE 6 UJ9+ enWnJi,y BLOCK 4 - LOT 8 SEPTIC SYSTEM ;io; ,Sheet Title WATER IN PALE BROWN xx C) -FINE TO MEDIUM SAND �+ r % SITE PLAN PLOT PLANR POMC SCALE: 1" =20'-0° 0 a ,..... . . .. . -, ` ,.. ,, . •, .:/ 7 � T PLOT PLAN INFORMATION OBTAINED FROM SURVEY BY: FIRST FLOOR NATHAN TAFT CORWIN III BOTTOM OF TEST HOLE-8.50 OLE _ 1 _ Drawing No. LAND SURVEYOR 1586 MAIN ROAD -8 50 SQUARE FOOTAGE ANALYSIS A _ JAMESPORT, NY 11947 SCALE: 1"= 20'-0" LOCATION MAP 2 631-727-2090 - Copyright of Architectural Drawings-These plans are protected by federal law and are subject to copyright protection as an architectural work"under section 102 of the copyright act, 17 U.S.A. as amended December 1990 and known as Architectural FIRST FLOOR Works Copyright Protection Act of 1990.These drawings are provided as an instrument for construction for the construction project at the address shown on the title block of the drawings and they may not be used for any project other than that listed at the VENT WITH INSECT/ address shown on the title block without the written consent and RODENT SCREEN compensation of the architect.This protection includes but is not limited to the overall form as well as the arrangement and TOPPING FOR GRASS AREAS TO BE composition of spaces and elements of the designs. Under such 3-1/2" MIN.TOP SOIL FINISHED TO protection, unauthorized use of these plans,work or home GRADE.TRENCHING THROUGH TOWN represented, can legally result in the cessation of construction or ROADWAYS SHALL BE FINISHED TO buildings being seized and/or monetary compensation to Carmelhill 4"THICK 4,000 PSI POURED CONCRETE SLAB COMPLY WITH TOWN OF ISLIP TYPICAL BACKFILL IN EXCESS OF 9" BELOW PAVEMENT Architects and/or Edward Koenig. SIDEWALK WITH 6"X 6"W1.4 X W1.4 W.W.F. OR ROAD SECTION DETAIL 1/A-6. SOILS SUB-GRADE TO BE COMPACTED TO 90% ADJACENT OR SEEDED GRASS WITHIN 9"OF PAVEMENT SUBGRADE AASHTO T-99 !! COMPACTED TO 95% OF MAXIMUM 1 -0 MIN. NO. DESCRIPTION DATE EXPANSION JOINT 1/2"THICK PREMOLDED N.T.S ; DENSITY PER AASHTO T-99 NOTES: � < :� 6" ADJACENT CONCRETE ONLY 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 TOP OF CURB ELEVATION (TC) /\\/\\/\ i \ — ALL INSTALLATIONS TO COMPLY WITH PSEG 2 ISSUED FOR CONSULTING. 3-16-20 COPING CAP STONE 1 I=1 OF LONG ISLAND SPECIFICATIONS AND 1-1/2" RADIUS BULLNOSE SAWCUT EXISTING PAVEMENT 2'-0" =1 I I=1 ; :,r . ' r; =III REQUIREMENTS FOR ELECTRIC 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 FINISHED GRADE o BOTTOM OF CURB ELEVATION (BC) BEYOND TRENCH WHERE REQUIRED I _ ' r. : III=I INSTALLATIONS 2012 EDITION AND THE LATEST CODES. II—III _ ° FOR PAVEMENT RESTORATION �y :;; y;;:y;�: ;;;::;•; y ;: EDITION OF THE NEC. CONCRETE ADHESIVE BETWEEN EACH -III-1 •.••;•. —III I 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 _ a ADJACENT PAVEMENT ' ;a; ; ;c�::; I I I=1 i - - COURSE OF BLOCK, LENGTHWISE -III= m :III=IY THE ? . •=III UNDERGROUND INSTALLATIONS BE C FI I AR 5 REVISED WETLANDS COVERAGE 10-2-20 C IIIII '. CUSTOMER, FROM HIS SERVICE EQUIPMENT CALCULATIONS. T1- BACKFILL '=1 I I BASE SUBCOURSE =1 114 TO HIS PROPERTY LINE, MUST MEET MINIMUM 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 REQUIREMENTS OF LIPA, NEC AND LOCAL .. II= 12" DEEP WELL DRAINING 3/4" DIA. CRUSHED GRAVEL 1=III I I= HEAVY TACK COAT(ALONG ADJACENT _ _ II-ITI _ —1 I I '!'''f''>!'' !` !'''!'; '; III—I MUNICIPAL CODES. AND DRY STACK RETAINING WALL ELEVATION iv a =IT_I-1 INTERLOCKING PRECAST CONCRETE UNITS =III ( I PAVEMENT) A ' ° _ —III ' : >: >: a ''': 'r 1= �L SERVICE CABLE IN 7 REVISED PER BOARD OF TRUSTEES 1-5-21 CONCRETE CURB -4,000 PSI (EXPANSION JOINTS — ;:. ;:;,.; ECTRIC - - _ — 11111111111 =I ':y:;;y:; ; ; ;. '::•_ _CONDUIT = ;', RECOMMENDATIONS.50 FOOT NON-TURF III=III-1 _ ___III-III 14'O.C. MAX.) ' "• BOUNDARY ADDED,CHANGED SEPTIC TO LOW 11=111=ITII - "X 16"COMPACTED GRAVEL AGGREGATE BASE � I�— — — — —I I (- , III-III-I _ _ _ i=III=1�-11=11 III—III—I I I �- COMMUNICATIONS FACILITIES NITROGEN I/A OWTS,AND ADDED FOOTPRINTS I1-�=III=III=III-III-1�-�-III-III-III-1 #4 REBAR, CONTINUOUS,TOP AND BOTTOM (VERIZON OR CABLEVISION) OF ADJACENT HOMES. RESUBMITTED FOR STABILIZED SUBGRADE (MIN. 95% COMPACTION) AS SERVICE TRUSTEES REVIEW AND APPROVAL. 1 WALL DETAI nCONCRETE CURB DETAIL nUNDERGROUND ELECTRIC SERVICE TRENCH DETAIL 4 HOUSE TRAP DETAIL A-3 SCALE: 1/2"= 1'-0" A-3 SCALE: 1"= 1'-0" A-3 SCALE: 1" = 1'-0" A-3 SCALE: 1/2"= 1'-0" SEDIMENT CONTAINMENT AREA 5'-0" MIN. (N.T.S.) 36"WOOD POST MESH REINFORCEMENT (IF NECESSARY) x xxx xxx SILT FENCE GEOTEXTILE-,. X x� x x Z N ' xx � ' I I � � x TOE OF SLOPE - "x 1® ' x I -c�0 xxx X xi x �— FLOW I ANGLE FIRST STAKE x�- xxx. z x x I EXISTING x xx I GRADE TOWARDS PREVIOUSLY x x CAD File Name: TOSCANO REVISED 7.1ayout LAID BALE xxx ® x x I a 'k_x_x_ _ xxx, x x Dirawn By: Edward Koenig I �- III III x xx, x x k'x x x. x x z X x, .X x x Architect's Seal g x� X x I - EXCAVATE, BURY SILT FENCE, x � x �x x x x I FABRIC,AND BACKFILL/ xxx "K 'x COMPACT EXCAVATED X x x x - x x — xxx x x xxx x UND BALES PLACED ON �P,E 1) r, 4"+/•. FLOW ► X X I x x�X x x = CONTOUR Ixx xxl xx -� 1L/ r4 SILT FENCE NOTES: yt — 1=III-Ill=III=III= X/ .Xi I�=III=llI x (2) RE-BARS OR 2"X 2"WOOD -1T=1 1=ITI=�1=1L - -TI(=11 f- x , 1. SILT FENCE ASSEMBLIES SHALL BE PLACED A MINIMUM OF 5.0 FEET FROM -III-ll1-III=L=JI-I=III Ili-111=ITI=11-III=III=1] x_>k_x x STAKES PLACED 1.5'TO 2.0' IN I-L=ll1-LI=J1-III- -I -I 1=L-III-I)ll=1 1= t.J THE TOE OF SLOPE, 10.0 FEET PREFERRED,TO PROVIDE ADEQUATE AREA "-L�-1-[L-II�-1L=111 III-8-111 1)1=Ill-lll-' _ - GROUND. DRIVE STAKES FLUSH -i fi- L-_=1 I-111=J-1_I=1 �j, - FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEDIMENT -Ill,="I11=III-II=II=III-n-" _ WITH TOP OF BALE. CONTAINMENT AREA. i- 2. SILT FENCE GEOTEXTILE MATERIALS SHALL BE EITHER POLY-FILTER X, BEDDING DETAIL ANCHORING DETAIL N E MIRAFI 100X, STABLINKAT140N, OR FROM THE CURRENT NEW YORK STATE DEPARTMENT OF TRANSPORTATION APPROVED LIST OF GEOSYNTHETICS NOTES: FOR HIGHWAY CONSTRUCTION. CARM E L H I L L 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OP.ON THE CONTOUR AND IN A ROW WITH ENDS TIGHTLYABUTTING THE 3. POSTS MAY BE 2"X 2" (MIN.) HARDWOOD OR 2"X 4"(MIN.)SOFTWOOD. ADJACENT BALES. DRAINAGE AREA SHALL BE NO MORE THAN 1/4 ACRE PER 100 FEET OF STRAW BALE FOR SLOPES LESS THAN POSTS SHALL BE SPACED AT EITHER 4.0 FEET OR 6.5 FEET AND MAY OR 25%• ARCHITECTS MAY NOT REQUIRE MESH REINFORCEMENT AS PER THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION APPROVED LIST OF GEOSYNTHETICS 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF FOUR(4) INCHES AND PLACED SO THE BINDINGS ARE HORIZONTAL. FOR HIGHWAY CONSTRUCTION. 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO WOOD STAKES OR REBARS DRIVEN THROUGH THE BALE.THE 4. THE APPROVED LIST OF SILT FENCE GEOTEXTILE MATERIALS IS AVAILABLE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE BALES UPON REQUEST AT THE TOWN OF SMITHTOWN ENGINEERING DEPARTMENT. TOGETHER. STAKES SHALL BE CENTERED AND DRIVEN FLUSH WITH EACH BALE. 5. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-HALF 4. PERIODIC INSPECTIONS AND MAINTENANCE SHALL BE PROVIDED AND REPAIR Or,REPLACEMENT SHALL BE MADE PROMPTLY AS OF THE MEASURED HEIGHT ORAS NEEDED. SEDIMENT SHALL BE REQUIRED. SEDIMENT SHOULD BE REMOVED WHEN IT REACHES A DEPTH OF ONE-HALF THE BALE HEIGHT. SEDIMENT SHALL BE DISPOSED OF BY THE CONTRACTORAS UNSUITABLE MATERIAL. DISPOSED OF AS UNSUITABLE MATERIAL. 6. AFTER REMOVAL,THE AREA BENEATH SILT FENCE SHALL BE RESTORED TO 5. BALES SHALL BE REMOVED AT THE COMPLETION OF THEIR USEFUL LIFE SO AS NOT TO IMPEDE STORM FLOW OR DRAINAGE. ITS ORIGINAL STATE. 6. AFTER REMOVAL,THE AREA BENEATH THE BALES SHALL BE RESTORED TO ITS ORIGINAL STATE. 1111"777"7*2 7 L77 5 E1SMITHTOWN r6 - SMITHTOWN www.CARMELHILL.COM A-3 SCALE: 1"= V-0" A-3 NOT TO SCALE Architecture Firm: -CARMELHILL ARCHITECTS EDWARD KOENIG - R.A., A.I.A. 4.15 LAKE AVENUE SOUTH NESCONSET, NY 11767-1848 6;31-277-3337 Website: www.CARMELHILL.com Email: CARMELHILL16@gmail.com Project Title: TOSCANO RESIDENCE TOM & CAROLINE TOSCANO 610 JACKSONS LANDING MATTITUCK, NY 11952 917-440-0916 DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 Slheet Title SITE DETAILS Drawing No. A=15 GENFRAI SPECIFICATIONS 2.WINDOWS ARE TO BE MANUFACTURED BY ANDERSEN WITH LOW"E"GLASS,SERIES 400. 11.BUILDING ENVELOPE TIGHTNESS VERIFIED BY BLOWER DOOR TEST @ 50 PA.<=3 ACH IN CLIMATE ZONES 3-8 AS PER SECTION 8.ATTACHMENT OF ALL SIDING SHALL BE IN CONFORMANCE WITH TABLE TABLE R703.3(1)OF THE 2020 RCNYS. R402.4.1.2 OF 2020 ECCCNYS. Copyright of Architectural Drawings-These plans are protected by 1.ALL CONSTRUCTION COMPLY FULLYWITH THE 2020 RCNYS,2020 ECCCNYS,2018 WOOD FRAME CONSTRUCTION MANUAL(WFCM), 3.THE EXTERIOR WIND DESIGN PRESSURE FOR WINDOWS IN: 9.ALL FLASHING SHALL COMPLY WITH SECTIONS R703.4,R703.8.5,R903.2,R905,AND R905.2.8 OF 2020 RCNYS. federal law and are subject to copyright protection as an NFPA 70 STANDARD"THE NATIONAL ELECTRICAL CODE",AND THE APPLICABLE PROVISIONS OF O.S.H.A..ALL CONSTRUCTION AND WALL ZONE 4=13.6/-15.0 12.PROGRAMMABLE THERMOSTATS SHALL BE INSTALLED ON FORCED AIR FURNACES IN COMPLIANCE WITH SECTION R403.1.1 OF 2020 "architectural work"under section 102 of the copyright act, 17 CONSTRUCTION METHODS MUST COMPLY WITH ALL FEDERAL,STATE,AND LOCAL CODES,ORDINANCES,RULES,AND REGULATIONS. WALL ZONE 5=13.6/-15.0 ECCCNYS,2020 RCNYS,AND 2020 MCNYS. 10.ALL INSTALLED INSULATION IS LABELED OR THE INSTALLED R-VALUES PROVIDED AS PER SECTION R303.1 OF 2020 ECCCNYS. U.S.A. as amended December 1990 and known as Architectural ALL REQUIREMENTS IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR,OR SHOWN ON THE DRAWINGS. Works Copyright Protection Act of 1990.These drawings are 4.U-FACTORS OF FENESTRATION PRODUCTS ARE DETERMINED IN ACCORDANCE WITH THE NFRC TEST PROCEDURE OR TAKEN FROM 13.PROGRAMMABLE THERMOSTATS INSTALLED FOR CONTROL OF PRIMARY HEATING AND COOLING SYSTEMS AND INITIALLY SET BY 11.CEILING INSULATION INSTALLED PER MANUFACTURER'S INSTRUCTIONS. BLOWN INSULATION MARKED EVERY 300 FT2 AS PER provided as an instrument for construction for 2.CONTRACTOR SHALL VERIFYALL DIMENSIONS AND CONDITIONS ON THE JOB BEFORE START OF CONSTRUCTION.ARCHITECT'S OFFICE THE DEFAULT TABLE AS PER SECTION R303.1.3 OF 2020 ECCCNYS. MANUFACTURER TO CODE SPECIFICATIONS AS PER SECTION R403.11.11 OF 2015 ECCCNYS. SECTION R303.1.1.1 AND R303.2 OF 2020 ECCCNYS. P o the construction - IS TO BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSONS AND CONDITIONS SHOWN ON THE PLANS.WRITTEN DIMENSIONS project at the address shown on the title block of the drawings and SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.LARGER SCALE DETAILS AND PLANS SHALL HAVE PRECEDENCE OVER 5.FENESTRATION THAT IS NOT SITE BUILT IS LISTED AND LABELED AS MEETING AAMA/WDMA/CSA 101/I.S.2/A440 OR HAS INFILTRATION 14.THERMOSTATS MUST BE CAPABLE OF BEING SET DOWN TO 55 DEGREES F OR LOWER FOR HEATING AND UP TO 85 DEGREES F OR 12.WALL INSULATION IS INSTALLED PER MANUFACTURER'S INSTRUCTIONS AS PER SECTION R303.2 OF 2020 ECCCNYS. they may not be used for any project other than that listed at the SMALLER SCALED PLANS.CONTRACTOR SHALL VERIFYALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK,OBTAIN RATES PER NFRC 400 THAT DO NOT EXCEED CODE LIMITS IN COMPLIANCE WITH 2020 RCNYS,2020 ECCCNYS,AND RESCHECK. MORE FORE COOLING.THERMOSTATS FOR BOTH HEATING AND COOLING MUST HAVE A DEADBAND(TEMPERATURE RANGE WHERE address shown on the title block without the written consent and ALL DIMENSIONS TO INSURE THE PROPER STRENGTH, FIT,AND LOCATION OF THE STRUCTURAL WORK.REPORT TO THE OWNER AND NO HEATING OR COOLING TAKES PLACE)OF AT LEAST 5 DEGREES F. HEAT PUMPS REQUIRE ATHERMOSTAT CAPABLE OF PREVENTING 13.A PROTECTIVE COVERING IS INSTALLED TO PROTECT EXPOSED EXTERIOR INSULATION AND EXTENDS A MINIMUM OF 6 IN. BELOW compensation of the architect.This protection includes but is not - CARMELHILL ARCHITECTS ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT THE PROPER 6.GARAGE DOORS TO BE CLOPAY OR AMARRE,INSULATED,PUSH UP,OVERHEAD SECTIONAL.PROVIDED WITH AUTOMATIC GARAGE BACK-UP HEAT FROM OPERATING WHEN THE HEATING REQUIREMENTS CAN BE MET BY THE HEAT PUMP ALONE. GRADE AS PER SECTION R303.2.1 OF 2020 ECCCNYS. limited to the overall form as well as the arrangement and EXECUTION AND COMPLETION OF THE NEW WORK.NOTIFY OWNER AND CARMELHILL ARCHITECTS OF ALL CHANGES. DOOR OPENER BY GENIE OR CHAMBERLAIN.PROVIDE TWO CAR REMOTES AND DOOR FRAME KEYPAD ENTRY.PROVIDE SAFETY composition of spaces and elements of the designs. Under such BEAM CLOSURE PROTECTION. 15.HEAT PUMP THERMOSTAT INSTALLED ON HEAT PUMPS AS PER SECTION R403.1.2 OF 2020 ECCCNYS. 14.VENTED ATTICS WITH AIR PERMEABLE INSULATION INCLUDE BAFFLE ADJACENT TO SOFFIT AND EAVE VENTS THAT EXTENDS OVER 3,EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING HIS WORK DURING DEMOLITION AND INSULATION AS PER SECTION R402.2.3 OF 2020 ECCCNYS. protection, unauthorized use of these plans,work home CONSTRUCTION AGAINST DAMAGE,BREAKAGE,AND COLLAPSE,ACCORDING TO APPLICABLE CODES,STANDARDS,AND METHODS OF 7.GARAGE ENTRY DOOR TO BE ONE HOUR RATED,SELF CLOSING,WITH LOCK SET AND DEAD BOLT. 16.HOT WATER BOILERS SUPPLYING HEAT THROUGH ONE-OR TWO-PIPE HEATING SYSTEMS HAVE OUTDOOR SETBACK CONTROL TO represented, can legally result in the cessation of coo nstruction or el GOOD PRACTICE. LOWER BOILER WATER TEMPERATURE BASED ON OUTDOOR TEMPERATURE AS PER SECTION R403.2 OF 2020 ECCCNYS. 15.ATTIC ACCESS HATCH AND DOOR INSULATION zR-VALUE OF THE ADJACENT ASSEMBLY AS PER SECTION R402.2.4 OF 2020 ECCCNYS. buildings being seized and/or monetary compensation to Carmhill 8.THE HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT IS 1.00 FOR TERRAIN EXPOSURE B FORA MEAN ROOF HEIGHT OF 25 AS PER Architects and/or Edward Koenig. 4.ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION SUPERVISION OR OBSERVATION.THESE PLANS ARE INSTRUMENTS OF TABLE R301.2(3)OF 2020 RCNYS. 17.SUPPLY AND RETURN DUCTS IN ATTICS INSULATED-R-8 WHERE DUCT IS-3 INCHES IN DIAMETER AND-R-6 WHERE<3 INCHES. 16.AIR BARRIER AND THERMAL BARRIER INSTALLED PER MANUFACTURER'S INSTRUCTIONS AS PER SECTION R402.4.1.1 OF 2020 SERVICE AND REMAIN THE PROPERTY OF THE CONSULTING ARCHITECT.THE ARCHITECT WILL NOT HAVE CONTROL OVER OR CHANGE SUPPLY AND RETURN DUCTS IN OTHER PORTIONS OF THE BUILDING INSULATED-R-6 FOR DIAMETER-3 INCHES AND R-4.2 FOR<3 ECCCNYS. OF,AND WILL NOT BE RESPONSIBLE:FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCE,AND PROCEDURES OR FOR 9.WINDOWS AND DOORS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTALLATION GUIDELINES AND IN COMPLIANCE INCHES IN DIAMETER AS PER SECTION R403.3.1 OF 2020 ECCCNYS. NO. DESCRIPTION DATE THE SAFETY PROGRAMS IN CONNECTION WITH THE PROJECT. WITH SECTIONS 8308,8312,AND 8609 OF 2020 RCNYS. 17.IC-RATED RECESSED LIGHTING FIXTURES SEALED AT HOUSING/INTERIOR FINISH AND LABELED TO INDICATE<_2.0 CFM LEAKAGE AT 75 18.AIR HANDLER LEAKAGE DESIGNATED BY MANUFACTURER AT<=2%OF DESIGN AIR FLOW AS PER SECTION R403.3.2.1 OF 2020 PAAS PER SECTION R402.4.5 OF 2020 ECCCNYS. SITE WORK SPECIFICATIONS 10.ALL HAZARDOUS GLASS,WHERE REQUIRED TO BE SHATTER PROOF SAFETY OR TEMPERED GLASS,SHALL SHALL BE PERMANENTLY ECCCNYS. I 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 AND LEGIBLY MARKED AS PER SECTION R308.1 OF 2020 RCNYS. 18.VAPOR RETARDERS(WITH A MAXIMUM PER RATING OF 1.0)MUST BE INSTALLED ON THE"WARM IN WINTER"SIDE OF ALL NON VENTED 1.GENERAL:THE CONTRACTOR SHALL DO ALL EXCAVATING AS REQUIRED ON THE CONSTRUCTION DRAWINGS.EARTH BANKS SHALL BE 19.DUCTS ARE PRESSURE TESTED TO DETERMINE AIR LEAKAGE WITH EITHER:ROUGH-IN TEST.TOTAL LEAKAGE MEASURED WITH A FRAMED CEILINGS,WALLS,AND FLOORS.WHERE FOIL FACED INSULATION BOARD IS SPECIFIED ALL JOINTS AND SEAMS SHALL BE 2 ISSUED FOR CONSULTING. 3 16-20 BRACED AGAINST CAVING IN THE WORKING AREA.THE BOTTOMS OF ALL FOOTING EXCAVATIONS SHALL BE EXACTLY LEVEL ON SOLID 11.ALL GLAZING IN HAZARDOUS LOCATIONS DESCRIBED BELOW SHALL COMPLY WITH THIS SECTION AND SHALL UTILIZE SHATTER PRESSURE DIFFERENTIAL OF 0.1 INCH W.G.ACROSS THE SYSTEM INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE IF SEALED AND TAPED. UNDISTURBED EARTH.EXCAVATIONS SHALL BE KEPT FREE OF STANDING WATER. PROOF SAFETY OR TEMPERED GLASS AS PER SECTION R308.4 OF 2020 RCNYS. INSTALLED AT TIME OF TELT POST CONSTRUCTION TEST:TOTAL LEAKAGE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 W.G.ACROSS THE ENTIRE SYSTEM INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE AS PER SECTION R403.3.3 OF 2020 19.WATER HEATERS WITH PIPE RISERS SHALL HAVE HEAT TRAPS ON BOTH INLETAND OUTLET OF THE WATER HEATER UNLESS THE CODES. 2.FOUNDATION EXCAVATION:EXCAVATE THE ENTIRE AREA OF THE FOUNDATION AS SHOWN ON THE DRAWINGS.SAME TO BE MADE 18 12.GLAZING IN FIXED OR OPERABLE PANELS OF SWINGING,SLIDING,AND BIFOLD DOORS SHALL BE CONSIDERED HAZARDOUS GLASS ECCCNYS. WATER HEATER HAS INTEGRAL HEAT TRAPS OR IS PART OF A CIRCULATING SYSTEM.TYPICAL METHODS USED FOR CREATING HEAT INCHES LARGER THAN OUTSIDE WALL DIMENSIONS IN EVERY DIRECTION AND AT 45 ANGLE OF REPOSE TO ALLOW FOR INSPECTION, LOCATIONS AS PER SECTION R308.4.1 OF 2020 RCNYS. TRAPS ARE"U"OR"RAMS HORN"BENDS IN THE FLEXIL LE PIPE CONNECTORS OR INSTALLING AFTERMARKET PIPE NIPPLES WITH 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 WATERPROOFING,DRAIN TILE,ETC.. 20.DUCT TIGHTNESS TEST RESULT OF<_4 CFM/100 FT2 ACROSS THE SYSTEM OR-3 CFM/100 FT2 WITHOUT AIR HANDLER @ 25 PA.FOR INTEGRAL TRAPS. 13.GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED A HAZARDOUS GLASS ROUGH-IN TESTS,VERIFICATION MAY NEED TO OCCUR DURING FRAMING INSPECTION AS PER SECTION R403.3.4 OF 2020 ECCCNYS. 5 REVISED WETLANDS COVERAGE 10-2-20 3.PRESUMPTIVE LOAD BEARING CAPACITY OF SOIL ON PRO,ECT SITE IS SAND AND SANDY GRAVELAT 3'-0"BELOW GRADE FOUNDATION LOCATION WHEN THE BOTTOM EXPOSED EDGE IS LESS THAN 60"AFF AND WHEN IT EITHER THE GLAZING IS WITHIN 24"OF THE 20.AUTOMATIC OR GRAVITY DAMPERS ARE INSTALLED ON ALL OUTDOOR AIR INTAKES AND EXHAUSTS AS PER SECTION R403.6 OF 2020 CALCULATIONS. BEARING LEVEL. LOAD BEARING CAPACITY IS 2,000 POUNCS PER SQUARE FOOT AS PER TABLE R401.4.1 OF THE 2020 RCNYS. CLOSED DOOR,OR WHERE THE GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND 21.BUILDING CAVITIES ARE NOT USED AS DUCTS OR PLENUMS AS PER SECTION R403.3.5 OF 2020 ECCCNYS. ECCCNYS. WITHIN 24"OF THE HINGE SIDE OF AN IN-SWINGING DOOR AS PER SECTION R308.4.2 OF 2020 RCNYS. 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 CONCRETE P IFI CATIONS 22.CIRCULATING SERVICE HOT WATER SYSTEMS ARE TO BE INSULATED TO R-2 IN COMPLIANCE WITH SECTION 403.4 OF 2020 ECCCNYS. 21.FURNISH AND INSTALL INSULATION IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.R-VALUES ON INSULATION SHALL AND DRY STACK RETAINING WALL ELEVATION 14.HAZARDOUS GLASS LOCATIONS:WINDOW GLAZING WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET SHALL BE DEEM TO BE A COMPLY WITH STATE AND LOCAL ENERGY CODES,FLOOR,WALL,AND CEILING INSULATION SHALL BE INSTALLED ACCORDING TO (S-2) 1.CONCRETE WORK:ALL CONCRETE:USED IN THE CONSTRUCTION FOR FOUNDATIONS,FLOORS,WALLS,TERRACES,OR DRIVES SHALL HAZARDOUS GLASS LOCATION:AN INDIVIDUAL PANE IS LARGER THAN 9 SF,THE BOTTOM EDGE IS LESS THAN 18"AFF,THE TOP OF THE 23.HVAC PIPING CONVEYING FLUIDS ABOVE 105 OF OR CHILLED FLUIDS BELOW 55 OF ARE INSULATED TO 2:R-3 AS PER SECTION R403.4 OF MANUFACTURER'S INSTRUCTIONS. R-VALUES SHALL BE CLEARLY LABELED AND VISIBLE FOR INSPECTION.BLOWN INSULATION SHALL BE THAT DEFINED AS MINIMUM 35CO PSI AIR-ENTRAINED CONCRETE AND SHALL DEVELOP A MINIMUM ULTIMATE COMPRESSIVE GLAZING IS MORE THAN 36"AFF,A WALKING SURFACE IS WITHIN 36"OF THE WINDOW AS PER SECTION R308.4.3 OF 2020 RCNYS. 2020 ECCCNYS. BE MARKED EVERY 300 SF. 7 REVISED PER BOARD OF TRUSTEES 1-5-21 STRENGTH AT 28 DAYS.SLAB ON GRADE SHALL BE STONE CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI AT 28 RECOMMENDATIONS.50 FOOT NON TURF DAYS AND REINFORCED WITH W.W.F.#6 10 X 10 UNLESS OTHERWISE NOTED ON PLANS.CEMENT SHALL BE FIRST CLASS APPROVED 15.GLAZING IN GUARDS,RAILINGS,AND BALUSTERS SHALL BE CONSIDERED HAZARDOUS GLASS LOCATIONS AS PER SECTION R308.4.4 24.ALL INSULATION OVER HVAC;EQUIPMENT SHALL BE PROTECTED AS PER SECTION 403.4.1 OF 2020 ECCCNYS. 22.FLOOR INSULATION INSTALLED PER MANUFACTURER'S INSTRUCTIONS AND IN SUBSTANTIAL CONTACT WITH THE UNDERSIDE OF THE BOUNDARY ADDED,CHANGED SEPTIC TO LOW BRAND PORTLAND CEMENT.FINE AGGREGATE SHALL BE CLEAN,SHARP SAND.COARSE AGGREGATE SHALL BE HARD,CLEAN, OF 2020 RCNYS. SUBFLOOR,OR FLOOR FRAMING CAVITY INSULATION IS IN CONTACT WITH THE TOP OF SHEATHING,OR CONTINUOUS INSULATION IS NITROGEN I/A OWTS,AND ADDED FOOTPRINTS WASHED HEAVY MEDIA GRAVEL OR CRUSHED STONE.MIXING SHALL BE DONE IN A BATCH-MACHINE MIXER OR MOBILE TRUCK MIXER 25.CIRCULATING SERVICE HOT WATER SYSTEMS HAVE AUTOMATIC OR ACCESSIBLE MANUAL CONTROLS AS PER SECTION R403.5.1 OF INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND EXTENDS FROM THE BOTTOM TO THE TOP OF ALL PERIMETER FLOOR OF ADJACENT HOMES. RESUBMITTED FOR UNTIL THE CEMENT IS THOROUGHLY DISTRIBUTED AND THE MASS UNIFORM IN COLOR WITH MAXIMUM 4 INCH SLUMP.PROVIDE 16.GLAZING IN WALLS,ENCLOSURES,OR FENCES CONTAINING OR FACING HOT TUBS,SPAS,WHIRLPOOLS,SAUNAS,STEAM ROOMS, 2020 ECCCNYS. FRAMING MEMBERS AS PER SECTION R303.2 AND R402..2.7 OF 2020 ECCCNYS. TRUSTEES REVIEW AND APPROVAL. EXPANSION STRIPS WHERE NECESSARY.ALL CONCRETE FORMS TO BE SPRAYED WITH WATER BASED OIL MIXTURE RELEASE AGENT BATHTUBS,SHOWERS,AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" OIL CONTENT OF RELEASE AGENT MIXTURE NOT TO BE DAMAGING TO CONCRETE MIX. ABOVE ANY STANDING/WALKING SURFACE SHALL BE CONSIDERED HAZARDOUS GLASS LOCATIONS,EXCEPT GLASS THAT US MORE 26.FURNACE,WATER HEATER,AND FIREPLACE FLUES SHALL EXHAUST TO THE OUTSIDE OF THE BUILDING. 23.WALL INSULATION R-VALUE. IF THIS IS A MASS WALL WITH AT LEAST 1/2 OF THE WALL INSULATION ON THE WALL EXTERIOR,THE THAN 60"ABOVE THE WATERS EDGE OF A BATHTUB,HOT TUB,SPA,WHIRLPOOL,OR SWIMMING POOL,OR FROM THE EDGE OF A EXTERIOR INSULATION REQUIREMENT APPLIES(FR10)AS PER SECTIONS R402.1.1, R402.2.5,AND R402.2.6 OF 2020 ECCCNYS. 2.AT CONCRETE DELIVERY TIME,A COPY OF THE DELIVERY BATCH TICKET NOTING DESIGN MIX AND COMPRESSIVE STRENGTH SHALL SHOWER,SAUNA,OR STEAM ROOM AS PER SECTION R308.4.5 OF 2020 RCNYS. 27.ANY APPLIANCE GENERATING A GLOW,SPARK,OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED 18"ABOVE BE GIVEN TO THE GENERAL CONTRACTOR OR THE BUILDING OWNER.THIS TICKET MUST BE PRODUCED AT THE REQUEST OF THE THE FLOOR. 24.PROVIDE FOAM BAFFLES AT EAVE VENTS BETWEEN RAFTERS. BUILDING INSPECTOR AT THE TIME:OF FOUNDATION,FOOTING,SLAB,AND OTHER CONCRETE INSPECTIONS AS PER R106.1 OF 2020 17.GLAZING IN A STAIRWELL INCLUDING INTERMEDIARY LANDINGS WHERE THE WINDOW SILL IS LESS THAN 36"ABOVE THE STAIR RCNYS AND THE 2020 BCNYS 107 AND NYCRR PART 1203. NOSING SHALL BE CONSIDERED HAZARDOUS GLASS LOCATIONS AS PER SECTION R308.4.6 OF 2020 RCNYS. 28.HEATED WATER CIRCULATION SYSTEMS SHALL HAVE A CIRCULATION PUMP.THE SYSTEM RETURN PIPE IS A DEDICATED RETURN PIPE 25. INSTALL POLYISOCYANURATE LOW VOLUME SELF EXPANDING FOAM TYPE INSULATION ATALL FLOOR AND PLATE LINES,OPENINGS IN OR A COLD WATER SUPPLY PIPE.GRAVITYAND THERMOS-SYPHON CIRCULATION SYSTEMS ARE NOT PRESENT.CONTROLS FOR PLATES,CORNER STUD CAVITIES,AND AROUND DOOR:AND WINDOW OPENING CAVITIES. 3.CONCRETE STRENGTHS:ALL CONCRETE STRENGTH FOR CONCRETE SPECIFIED BELOW SHALL CONFORM WITH TABLE R402.2 OF THE 18.GLAZING WITHIN 60"OF THE BOTTOM LANDING OF STAIRS WHERE THE WINDOW SILL IS LESS THAN 36"AFF,SHALL BE CONSIDERED CIRCULATING HOT WATER SYSTEM PUMPS START THE PUMP WITH SIGNAL FOR HOT WATER DEMAND WITHIN THE OCCUPANCY. 2020 RCNYS. HAZARDOUS GLASS LOCATIONS AS PER SECTION R308.4.7 OF 2020 RCNYS. CONTROLS AUTOMATICALLY TURN OFF THE PUMP WHEN WATER IS IN CIRCULATION LOOP IS AT SET-POINT TEMPERATURE AND NO 26.FOUNDATION INSULATION FOR CONCRETE SLAB CONSTRUCTION SHALL BE R-10 MIN.2"X 36"PERIMETER RIGID FOAM INSULATION DEMAND FOR HOT WATER EXISTS AS PER SECTION R403.5.1.1 OF 2020 ECCCNYS. BOARD"FOAMULAR 150"AS MFG'D.BY OWENS CORNING.ALL EXPOSED INSULATION SHALL HAVE A FLAME SPREAD RATING OF LESS 4.CONCRETE WORK SHALL COMPLY WITH ALL FEDERAL,STATE,AND LOCAL BUILDING CODES INCLUDING THIS CHAPTER AS PER 19.ALL SKYLIGHTS AND SLOPED GLAZING SHALL COMPLY WITH SECTION R308.6 OF THE 2020 RCNYS. THAN 25 AND A SMOKE DENSITY RATING OF LESS THAN 450. CHAPTER 4 OF THE 2020 RCNYS. 29.WATER DISTRIBUTION SYSTEMS THAT HAVE RECIRCULATION PUMPS THAT PUMP WATER FROM A HEATED WATER SUPPLY PIPE BACK 20.EGRESS WINDOWS OPENINGS TO COMPLY WITH SECTION R310 OF 2020 RCNYS. TO THE HEATED WATER SOURCE THROUGH A COLD WATER SUPPLY PIPE HAVE A DEMAND RECIRCULATION WATER SYSTEM.PUMPS 27.ALL EXTERIOR WALL SHEATHING SHALL BE COVERED WITH 15#ASPHALTIC BUILDERS FELT IN ACCORDANCE WITH SECTION R703.2 OF 5.FOOTINGS AND PADS:FOOTING WIDTHS SHALL COMPLY WITH THESE TABLES.FOOTINGS SHALL BE PLACED ATA DEPTH TO CONFORM HAVE CONTROLS THAT MANAGE OPERATION OF THE PUMP AND LIMIT THE TEMPERATURE OF THE WATER ENTERING THE COLD WATER 2020 RCNYS. TO ALL FEDERAL,STATE,AND LOCAL BUILDING CODES.FOOTINGS AND PADS SHALL BE FOUNDED ON FIRM,UNDISTURBED,NATIVE, FINISHES SPECIFICATIONS PIPING TO 104°F AS PER SECTION R403.5.2 OF 2020 ECCCNYS. FREE DRAINING SOIL.CONDITIONS FOUND TO BE OTHERWISE SHALL BE REPORTED TO OWNER.SIZES OF FOOTINGS AND PADS ARE 28.PLASTIC WRAP"TYVEK"MAY BE SUBSTITUTED FOR FELT WHEN HORIZONTAL VINYL SIDING IS INSTALLED AS PER TABLE 8703.3(1)OF TO BE AS SHOWN IN THE WORKING DRAWINGS.REINFORCEMENT BARS, IF SHOWN IN THE CONSTRUCTION DRAWINGS,SHALL BE 1.ALL INTERIOR FINISHES SHALL BE FIRE RATED IN COMPLIANCE WITH SECTION R302.9 OF 2020 RCNYS. 30.DRAIN WATER HEAT RECOVERY UNITS TESTED IN ACCORDANCE WITH CSA B55.1.POTABLE WATER-SIDE PRESSURE LOSS OF DRAIN THE 2020 RCNYS. . RUST FREE AND PLACED NO CLOSER THAN 1-1/2 INCHES FOR#5 BARS AND SMALLER AND 2"FOR#6 BARS AND LARGER TO SURFACE WATER HEAT RECOVERY UNITS<3 PSI FOR INDIVIDUAL UNITS CONNECTED TO ONE OR TWO SHOWERS.POTABLE WATER-SIDE OF CONCRETE IN CONTACT WITH EARTH WHEN CONCRETE IS CAST IN FORMS.CONCRETE CAST AGAINST AND PERMANENTLY IN 2.ALL INTERIOR WALLAND CEILING FINISHES SHALL BE IN COMPLIANCE WITH SECTIONS R702 AND R805 OF 2020 RCNYS. PRESSURE LOSS OF DRAIN'WATER HEAT RECOVERY UNITS<2 PSI FOR INDIVIDUAL UNITS CONNECTED TO THREE OR MORE 29. PACK ALL DOOR AND WINDOW SPACES WITH INSULATION OR LOW VOLUME EXPANSION SPRAY IN INSULATION FOAM. CONTACT WITH THE EARTH SHALL.MAINTAIN 3"COVERAGE.ALL IN COMPLIANCE WITH TABLES R403.1(1),R403.1(2),AND R403.1(3)OF SHOWERS AS PER SECTION R403.5.4 OF 2020 ECCCNYS. THE 2020 RCNYS. 3.GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH TABLE R702.3.5 OF 2020 RCNYS. 30. ROOFING SHINGLES:FURNISH ASPHALT SHINGLES IN COMPLIANCE WITH SECTION R905.2.4 OF THE 2020 RCNYS WITH SELF SEALING 31.ALL MECHANICAL VENTILATION SYSTEM FANS NOT PART OF TESTED AND LISTED HVAC EQUIPMENT MEET EFFICACYAND AIR FLOW STRIPS OR INTERLOCKING.ALL ROOF SHINGLES TO COMPLY WITH ASTM D 225 OR D 3462.SHINGLES TO BE SELECTED BY OWNER AND • 6. FOOTING BEARING:ALL FOOTINGS ARE TO BE ON VIRGIN SOILAND ARE TO BE KEPTA MINIMUM OF 74"ABOVE WATER TABLE. 4.DRY BATHROOM WALLS SHALL RECEIVE 1/2'WATER RESISTANT GREEN BOARD AS PER SECTION R702.3.7 OF 2020 RCNYS. LIMITS AS PER SECTION R403.6.1 OF 2020 ECCCNYS. INSTALL STRICTLY IN ACCORDANCE WITH LOCAL CODES AND MANUFACTURER'S INSTRUCTIONS.SELF SEALING ASPHALT ROOF FOUNDATION FOOTING TO BEAR ON VIRGIN UNDISTURBED SOIL WITH MINIMUM ONE TON(2000 POUNDS)PER SQUARE FOOT BEARING SHINGLES SHALL BE INSTALLED WITH A MINIMUM OF SIX FASTENERS PER STRIP SHINGLE OR AS PER THE MANUFACTURERS CAPACITY AS PER TABLE R401.4.1 OF THE 2020 RCNYS.. 5.BATHROOM SURFACES EXPOSED TO DIRECT WATER EXPOSURE AND HIGH HUMIDITY SHALL RECEIVE 1/2"CONCRETE BACKER BOARD 32.ALL CLOTHES DRYERS ARE TO BE EXHAUSTED IN COMPLIANCE WITH THESE SECTIONS.CLOTHES DRYER,KITCHEN AND BATHROOM REQUIREMENTS,WHICHEVER IS GREATER. A`:PER SECTION R702.3.7.1 OF 2020 RCNYS. VENTING SHALL EXHAUST TO THE OUTSIDE OF THE BUILDING AND BE EQUIPPED WITH A BACK DRAFT DAMPER.AUTOMATIC OR 7.STEP FOOTING AS REQUIRED,2:1,AS REQUIRED IN COMPLIANCE WITH SECTION R403.1.5 OF THE 2020 RCNYS. GRAVITY DAMPERS ARE REQUIRED ON ALL OUTDOOR AIR INTAKES AND EXHAUSTS IN COMPLIANCE WITH 2020 ECCCNYS,2020 RCNYS, 31.ROOFING FASTENERS:FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM,OR PLUMBING SPECIFICATIONS AND 2020 MCNYS.ALL BATHROOMS ARE TO BE VENTED AS PER 2020 ECCCNYS,AND SECTION G2439.7 OF 2020 RCNYS AND 2020 COPPER ROOFING NAILS,MINIMUM 12 GAUGE SHANK WITH A MINIMUM 3/8"DIAMETER HEAD,ASTM F 1667,OF A LENGTH TO 8.FOUNDATION WALL REINFORCEMENT TO CONFORM WITH THIS TABLE R404.1.1(5)OF 2020 RCNYS. MCNYS. PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4"INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING 1.PERMITS AND REGULATIONS:THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,DRAWINGS,FLOOR PLANS,SCHEMATICS, IS LESS THAN 3/4"THICK,THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING. FASTENERS SHALL COMPLY WITH ASTM F ,CAD File NTOSCANO REVISED 7.14 out 9.ALL CONCRETE REINFORCEMENT SHALL COMPLY WITH T4,BLES R404.1.1(1),R404.1.1(2),R404.1.1(3), R404.1.1(4)FOR MASONRY WALLS AND INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND ALL WORK RELATED WITH THEIR RESPECTIVE TRADE. THE WORK ELECTRICALSPECIFICATIONS 1667. Name: Y AND TABLES R404.1.2(1),R404.1.2(2),R404.1.2(3),R404.1.2(4),8404.1.2(8),AND R404.1.2(9)FOR CONCRETE WALLS,OF THE 2020 RCNYS. SHALL CONFORM TO THE REGULATIONS OF THE 2020 BCNYS,2015 RCNYS,AND 2015 PCNYS AND ALLAPPLICABLE SUPPLEMENTS AND Drawn By: __JEdward Koenig CODE REFERENCES. 1.GENERAL:THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL WORK TO COMPLY WITH ALL LAWS APPLYING TO ELECTRICAL 32.SELF ADHESIVE ICE BARRIER OF POLYMER MODIFIED BITUMEN SHEET TO BE INSTALLED IN LIEU OF NORMAL UNDERLAYMENT ON 10.CONCRETE FLOORS:CONCRETE FLOORS SHALL BE 4 INCHES THICK UNLESS OTHERWISE NOTED ON THE PLANS,WITH A MONOLITHIC INSTALLATIONS IN EFFECT IN THE LOCAL COMMUNITY.THE WORK SHALL CONFORM WITH THE REGULATIONS OF THE LATEST EDITION PLYWOOD ROOFING FROM FASCIA BOARD TO A POINT AT LEAST 24"INSIDE THE EXTERIOR WALL LINE OF THE BUILDING TO PREVENT FINISH AND TROWELED TO A HARD SMOOTH SURFACE.PROVIDE WELDED WIRE MESH REINFORCING WHERE SHOWN ON 2.ALL PLUMBING WORK SHALL BE INSTALLED IN COMPLIANCE WITH CHAPTER 25,26,27,28,AND 29 OF THE 2020 RCNYS. OF THE NATIONAL ELECTRICAL CODE AND THE ELECTRICAL UTILITY COMPANY SERVICING THE AREA.ALL MATERIALS SHALL BE NEW LEAKAGE FROM ICE DAMS.ROOF SLOPES OF 8:12 C"-:::BEATER SHALL BE PROVIDED WITH ICE BARRIER NOT LESS THAN 36" Architect's Seal CONSTRUCTION DRAWINGS.SIZE AND SPACING OF WIRE MESH SHALL BE AS SHOWN IN THE WORKING DRAWINGS.WHERE SLABS AND OF A GRADE TO CONFORM TO THE STANDARDS OF THE UNDERWRITERS LABORATORIES,INC.,AND AT THE COMPLETION OF THE MEASURED ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING.ALL IN COMPLIANCE WITH SECTION R905.1.2 OF 2020 ARE SUPPORTED ON FILL,THE FILL SHALL BE COMPACTED IN LAYERS. 3.r LUMBING INSTALLERS SHALL PROVIDE THE MANUFACTURER MANUALS FOR MECHANICAL AND WATER HANDLING EQUIPMENT IN WORK,EVIDENCE SHALL ESE-:FURNISHED SHOWING COMPLIANCE WITH LAWS AND REGULATIONS IN EFFECT. RCNYS. COMPLIANCE WITH 2020 BCNYS,2020 PCNYS,2020 ECCCNYS,2020 MCNYS,AND 2020 FGCNYS. 11.GRAVEL FILL UNDER FLOOR SLAB: LAYA 1 INCH BED OF FINE GRAVEL ON TOP OF A 3 INCH BED OF CRUSHED STONE OVER AREA OF 2.PERMITS AND REGULATION`):THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,DRAWINGS,FLOOR PLANS,SCHEMATICS, 33. BLIND FLASH ALL JUNCTIONS WHERE VERT:CAL MEE S HORIZONTAL(ROOF,CHIMNEYS,WINDOWS,DOORS,ETC.). /' HOUSE AND GARAGE.SAME TO BE:RAKED LEVEL AND MACHINE COMPACTED. 4.SEWER AND WASTE PIPING:DRAINAGE SYSTEM WITHIN THE BUILDING TO BE CAST IRON OR PVC PIPE. EXTERIOR SANITARYAND AND INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND ALL WORK RELATED WITH THEIR RESPECTIVE TRADE.WHERE NO - �5��F:E U, ,�, STORM SEWERS SHALL BE VITRIFIED BELL AND SPIGOT CROCK WITH ALL JOINTS WELL CAULKED AND CEMENTED. CODES EXISTS,THE WORK SHALL CONFORM TO THE REGULATIONS OF THE BUILDING CODE OF NEW YORK STATE,RESIDENTIAL 12.CONCRETE VAPOR BARRIER:LAY ONE LAYER OF 6 MIL POLYETHYLENE VAPOR BARRIER APPROVED FOR USE WITH CONCRETE ON CODE OF NEW YORK STATE,AND ALL APPLICABLE SUPPLEMENTS INCLUDING SOUTHERN BUILDING CODE CONGRESS. C7 r I'/,.Com/, \ GRAVEL FILL AT LIVING AREAS.BARRIER TO BE LAPPED 4 INCHES AT ALL JOINTS AND FOLDED UP AT EXTERIOR EDGES OF SLAB. 5.V��ASTE DRAINAGE SYSTEM:CLEANOUTS SHALL BE INSTALLED AT THE HIGHEST END OF EACH HORIZONTAL DRAINAGE RUN,AT EACH ��' \r r`1NCH CONNECTION(WHERE ACCESS IS AVAILABLE),AND AT THE BASE OF ALL VERTICAL STACKS.VENTS SHALL BE INSTALLED 3.ALL ELECTRICAL EQUIPMENT.AND INSTALLATIONS SHALL BE IN COMPLIANCE WITH RCNYS PART VIII,CHAPTERS 33-42. !„ � r, 13.ROD REINFORCEMENT SHALL BE MINIMUM GRADE 40 INTERMEDIATE GRADE DEFORMED BARS CONFORMING TO ASTM A615,A616, -R:-ii'OUGHOUTAND CONNECT TO THE VERTICAL STACK(S)WHICH SHALL IN TURN BE EXTENDED THROUGH THE ROOF AND PROPERLY /. 'f ' A617,OR A706 AND ASTM A185 AND A82, FLASHED.ALL VERTICAL STACKS SHALL SERVE THE MAIN HOUSE DRAIN FOR DISPOSAL OF WASTE TO THE PUBLIC SEWER.WHEN THE 4.IC RATED RECESSED LIGHTING FIXTURES SEALED ATHOUSING/INTERIOR FINISH AND LABELED TO INDICATE LESS THAN OR EQUAL TO / �"' � _I PUBLIC SEWER IS HIGHER THAN THE MAIN HOUSE DRAIN,A SUMP PUMP SHALL BE PROVIDED.PROVIDE FLOOR DRAINS WITH TRAPS 2.0 CFM LEAKAGE AT 75 Pa IN COMPLIANCE WITH 2020 RCNYS AND 2020 ECCCNYS. 1 14.JOINT REINFORCEMENT,ANCHOR TIES,AND WIRE FABRIC SHALL CONFORM TO THE FOLLOWING STANDARDS:ASTM A 82 FOR JOINT AS SHOWN IN THE WORKING DRAWINGS. �°: '} REINFORCEMENT AND WIRE ANCHORS AND TIES;ASTM A 36 FOR STEEL PLATE,HEADED AND BENT BAR ANCHORS;AND ASTM A 366 5.ALL FIXTURES,SWITCH TYPE(DECORATOR OR STANDARD),AND OUTLET TYPE(DECORATOR OR STANDARD)SHALL BE SELECTED BY FOR SHEET METAL ANCHORS AND TIES. 6.WATER SUPPLY SYSTEM:PROVIDE A 1"MINIMUM UNDERGROUND COPPER SUPPLY,LOCATED BELOW FROST LINE,FROM THE PUBLIC OWNER. �� "�8 , / 1 WATER MAIN INTO THE HOUSE. � � 15.GALVANIZED METAL ACCESSORIES:METAL STRAPPING FOR USE IN EXTERIOR WALLS AND NOT DIRECTLY EXPOSED TO WEATHER 6.SERVICE:VERIFY CONDITION,OPERABILITY,AND CAPACITY OF EXISTING SYSTEM AND ADVISE CLIENT OF CONDITION AND UPGRADE I N E SHALL CONFORM TO ASTM A 153, CLASS B-2.METAL STRAPPING FOR USE IN INTERIOR WALLS SHALL BE MILL GALVANIZED AND 7,WATER SUPPLY SYSTEM:FROM METER,CARRY 3/4"MAIN TO KITCHEN,LAUNDRY,BATH,AND WASHROOM FIXTURES WITH 1/2" OPTIONS.GROUND THE WRING SYSTEM OF THE PREMISES WITH A GROUNDING ELECTRODE CONNECTED, IN ACCORDANCE WITH CONFORM WITH ASTM A 641,CLASS 1.METAL PLATES,CONNECTORS,SCREWS,BOLTS,AND NAILS EXPOSED DIRECTLY TO THE L3qANCHES TO FIXTURES AS REQUIRED.CARRY 3/4"BRANCH TOP WATER HEATER AND 3/4"LINES TO HOSE BIBBS.FROM WATER SECTION E3507 AND SIZED iNACCORDANCE WITH E3503.1 AND TABLE E3503.1.ROD ELECTRODE IS TO BE MADE OF ZINC COATED EXTERIOR WEATHER ARE TO STAINLESS STEEL,HOT DIPPED GALVANIZED AFTER THE FASTENER OR CONNECTOR IS FABRICATED TO HEATER,CARRY 3/4"SUPPLY TO ALL ABOVE ROOMS WITH BRANCHES AS REQUIRED.ALL HOT AND COLD WATER SUPPLY PIPING SHALL IRON OR STEEL,SHALL BE 5/8"MINIMUM DIAMETER,AND SHALL BE 8'-O"LONG.NON-FERROUS ROD IS TO BE 1/2"MINIMUM DIAMETER, FORM AZINC COATING NOT LESS THAN 1 OZ PER SQ.FT.OR HOT DIPPED GALVANIZED WITH A MINIMUM COATING OF 1.8 OZ PER SQ.FT• BE"L"COPPER.PROVIDE HOSE BIBBS AS SPECIFIED IN THE WORKING DRAWINGS.PROVIDE SHUT OFF VALVES AT ENTRANCE OF IN ACCORDANCE WITH 2020 RCNYS AND 2020 ECCCNYS. OF STEEL CONFORMING TO ASTM 90. SYSTEM,AT FIXTURES,AND AT HOSE BIBB BRANCHES. CA R M E L H I L L 7.ALL ELECTRICAL WORK TO BE INSTALLED SHALL BE IN ACCORDANCE WITH THE N.E.C.AND SHALL BE U.L.APPROVED.ALL EQUIPMENT WALL LEGEND . 16.POURED CONCRETE ANCHOR BOLTS:5/8"ANCHOR BOLT WITH 3"X 3"1/8"WASHER SPACED @ T-0"O.C.AND SPACED WITH 6"TO 12" 8.WATER HEATER-WATER HEATER TO COMPLY WITH 2020 RCNYS,2020 PCNYS,2020 FGCNYS,AND 2020 MCNYS. SHALL COMPLY WITH N.E.C. 110.3. 2D SYMBOL DESCRIPTION OF EACH END PLATE.ANCHOR BOLTS SHALL HAVE A MIN.EMBEDMENT OF 7"INTO CONCRETE. 9.FURNISH AND INSTALLANY NECESSARY SAFETY CONTROLS,DEVICES,OR AUTOMATIC BLOWOFFS REQUIRED BY LOCAL REGULATIONS 8.PROVIDE SMOKE DETECTORS,HARD WIRED WITH BATTERY BACK UP,IN EACH BEDROOM,AND IN EACH COMMON HALLWAY ON EACH - - - NEW 8" POURED CONCRETE FOUNDATION WALL 3500 PSI AT 28 DAYS MIN. WITH#5 REBAR 17.DETAILS AND GENERAL PROVISIONS FOR CONCRETE CONSTRUCTION SHALL CONFORM TO REQUIREMENTS OF THE LATESTACI GOVERNING WATER HEATERS.GAS AND OIL BURNING HEATERS SHALL BE CONNECTED TO FURNACE FLUES OR SEPARATE FIRECLAY FLOOR OF HOUSE. INTERCONNECT ALL DETECTORS SO WHEN ONE SIGNALS,ALL WILL SIGNAL,IN COMPLIANCE WITH SECTION R314 . � HORIZONTAL AT TOP OF FOUNDATION WALL CONTINUOUS AT CORNERS OVER 16"X 8" ARCHITECTS BUILDING CODE,ACI 318 AND MANIUALACI 315. TILE FLUE IN MASONRY CHIMNEY. AND SECTION R314.2.2 OF 21020 RCNYS,APPENDIX J. !t POURED CONCRETE FOOTING 3500 PSI AT 28 DAYS MIN.WITH 2 #5 REBAR BEARING ON 18.APPLY TAR FOUNDATION WATERPROOFING AND MOISTURE BARRIER TO EXTERIOR OF FOUNDATION WALL BELOW GRADE IN 10.GAS PIPING:ALL GAS PIPING TO BE STANDARD BLACK STEEL PIPE AND FITTINGS.NO CAST IRON TO BE USED."GREEN"PIPE WHERE 9.75%OF LAMPS IN PERMANENT FIXTURES OR 75%OF PERMANENT FIXTURES HAVE HIGH EFFICACY LAMPS.DOES NOT APPLY TO LOW- L_ J UNDISTURBED VIRGIN SOIL. REBAR CONCRETE COVERAGE TO BE 3" MIN.. COMPLIANCE WITH SECTION R406.2 OF 2020 RCNYS. UNDERGROUND OR EXPOSED TO WEATHER.ALL JOINTS SHALL BE TAPED WHERE BURIED OR EXPOSED TO WEATHER.CONNECT TO VOLTAGE LIGHTING AS PER SECTION 8404.1 OF 2020 ECCCNYS. NEW 8 POURED CONCRETE FOUNDATION WALL 3500 PSI AT 28 DAYS MIN.WITH#5 REBAR LOCATIONS AS REQUIRED BY GAS BURNING FIXTURES.ALL GAS LINES SHALL BE SIZED FOR APPLIANCE LOAD.ALL TO BE IN - , - HORIZONTAL AT TOP OF FOUNDATION WALL CONTINUOUS AT CORNERS COVERED WITH METALS SPECIFICATIONS COMPLIANCE WITH 2020 RCNYS,2020 PCNYS,2020 FGCNYS,AND 2020 MCNYS. 10.PROVIDE CARBON MONOXIDE DETECTOR,HARD WIRED WITH BATTERY BACK UP,IN EACH COMMON HALLWAY ON EACH FLOOR OF A 3" R-21 CLOSED CELL SPRAY FOAM (R-7 PER INCH) OVER 16"X 8" POURED CONCRETE /1,1111116. """'""' HOUSE.INTERCONNECTALL DETECTORS SO WHEN ONE SIGNALS,ALL WILL SIGNAL,IN COMPLIANCE WITH SECTION 915 OF 2020 - - - FOOTING 3500 PSI AT 28 DAYS MIN.WITH (2)#5 REBAR BEARING ON UNDISTURBED VIRGIN 1.STRUCTURAL STEEL:ASTM-A36.SHOP FABRICATE ALL PIECES CALLED FOR AS WELDED.PRIOR TO PAINTING,HAND CLEAN THE STEEL 11.FIXTURES:FURNISH AND INSTALL ALL PLUMBING FIXTURES WITH TRAPS INDICATED IN THE WORKING DRAWINGS AND REQUIRED BY FCNYS. SOIL. REBAR CONCRETE COVERAGE TO BE 3" MIN.. WITH A WIRE BRUSH.REMOVE ALL LOOSE RUST,LOOSE MILL SCALE,DIRT,AND OTHER FOREIGN MATTER.APPLY ONE SHOP COAT OF A INSTALLATION AND SELECTED BY OWNER. INCLUDE COMPLETE LIST IN THIS SPECIFICATION. NEW EXTERIOR PERIMETER WOOD FRAME WALL CONSTRUCT BY VINYL SIDING (SEE RUST INHIBITING OIL TYPE RED METAL PRIMER.REPRIME ALL FIELD WELDS AND FIELD CUTS WITH A MINIMUM OF TWO COATS OF A 11.UPON COMPLETION OF WORK,TEST INSTALLATION THOROUGHLYAND RENDER IT FREE FROM SHORTS,GROUNDS,OR IMPROPER ELEVATIONS FOR MFG. AND SPEC.)OVER'TYVEK' HOUSE WRAP OVER 1/2" EXTERIOR RUST INHIBITING PRIMER. IN ADDITION TO THE SHOP COAT,FIELD PAINT ALL STEEL AND IRONWORK WITH ONE COAT OF AN ALKYD TYPE 12.TESTS:BEFORE COVERING PIPES,THE ENTIRE WATER SYSTEM SHALL BE TESTED UNDER 100 LBS.PRESSURE. CONNECTIONS. GRADE 'CDX' PLYWOOD SHEATHING (OR EQUAL)OVER 2"X 6"WOOD STUDS @ 16" O.C. ENAMEL BEFORE INSTALLATION. 13.CLEANING AND PROTECTION:ALL FIXTURES AND TRIM SHALL BE PROTECTED,ALL FIXTURES AND FITTINGS CLEANED,AND ALL METAL 12.OWNER/BUILDER SHALL DO A WALK THROUGH WITH ELECTRICAL,TELEPHONE,AN,AND CABLE INSTALLERS TO VERIFY EXACT WITH 5-1/2" R-21 KRAFT PAPER BACKED FIBERGLASS INSULATION BATTS BETWEEN STUDS ... - mi§�A 2.THE DESIGN,FABRICATION,AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF AISC WORK POLISHED AND LEFT IN A NEAT AND CLEAN CONDITION DURING CONSTRUCTION. LOCATIONS FOR INSTALLATIION OF OUTLETS,LIGHTS,SWITCHES,CABLE,DATE,PHONE,AUDIO,AND VISUAL. COVERED WITH 1/2"GYPSUM BOARD. FASTEN 1/2" PLYWOOD WITH 8D COMMON NAILS @ SPECIFICATIONS. 6" O.C. AT EDGE AND 12"O.C. IN FIELD AND FASTEN 1/2"GYPSUM ATTACHED WITH 5D - 14.1033/SHOWERS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC 13.THE PRIMARY LIGHTING FOR KITCHENS AND BATHROOMS SHALL HAVE A MIN EFFICIENCY OF 40 LUMENS PER WATT. COOLER NAILS P.7"C.C.AT EDGE AND 10" O.C. IN FIELD. 3.SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM 233 SERIES ELECTRODES AND A307 BOLTS WITH MIXING TYPE.THE WATER TEMPERATURE SHALL BE ATA MAXIMUM OF 120°F. LOCK WASHERS,RESPECTIVELY. 14.LIGHTING WILL BE PROVIDED FOR MECHANICAL EQUIPMENT LOCATED IN AN ATTIC OR UNDER FLOOR SPACE.A LIGHT SWITCH SHALL NEW INTERIOR WOOD FRAME WALL CONSTRUCT BY 2"X 4"WOOD STUDS 16"O.C.WITH (1) WWW.CARM E L H I L L.C O M 15.FROST FREE HOSE BIBBS ARE REQUIRED IN FRONTAND REAR OF BUILDING.EACH HOSE BIBB SHALL BE EQUIPPED WITH A BACK BE PROVIDED ATTHE ACCE:)S OPENING. ONE LAYER OF 1/2"GYPSUM BOARD EACH SIDE. 4.TERMITE PROTECTION SHALL BE BY METAL TERMITE SHIELD AS PER SECTION R317.1 AND R318.1 OF 2020 RCNYS. FLOW PREVENTION DEVICE. 15.EXTERIOR OUTLETS SHALL BE GFI WITH WATERPROOF COVERS. NEW INTERIOR WOOD FRAME WALL CONSTRUCT BY 2"X 4"WOOD STUDS 16"O.C.WITH (1) Architecture Firm: CARPENTRY SPECIFICATIONS 16.HOT WATER PIPING SHALL BE INSULATED TO EQUAL TO OR GREATER THAN R-3,BY THE PLUMBING CONTRACTOR IN ACCORDANCE ONE LAYER OF 5/8"TYPE"X" GYPSUM BOARD EACH SIDE. WITH SECTIONS N1103.5.3 OF THE 2020 RCNYS AND SECTION 403.5.3 OF THE 2020 ECCCNYS. ENERGY CONSERV.CONST.(;QDE OF NYS CA R M E L H I L L ARCHITECTS 1.ALL FRAMING LUMBER SHALL BE:AS SPECIFIED IN THE WOOD FRAMING NOTES AND CONSTRUCTION NOTES OF THE CONSTRUCTION DRAWINGS.SPECIES TO BE DOUGLAS FIR LARCH#2 Fb=900 MINIMUM WITH ADJUSTMENT FACTORS AND E=1,600,000 MINIMUM.ALL 17.ALL MECHANICAL SYSTEM PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH SECTION N1103.5 OF THE 2020 RCNYS. 1. I,EDWARD KOENIG,A LICENSED ARCHITECT IN NEW YORK STATE,FIRMLY ATTEST,WHEN MY OFFICIAL SEALAND SIGNATURE ARE NEW INTERIOR WET WALL WOOD FRAME WALL CONSTRUCT BY 2"X 6"WOOD STUDS 16" WOOD IN CONTACT WITH CONCRETE,MASONRY,OR SOILAND STRUCTURAL MEMBERS SUPPORTING PORCHES AND BALCONIES SHOWN ON THESE PLANS I AIA AFFIRMING,TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGEMENT,THAT THESE O.C.WITH (1)ONE LAYER OF 1/2 GYPSUM BOARD EACH SIDE. EDWARD KOENIG - R.A., A.I.A. SHALL BE ACQ PRESSURE TREATED WOOD. 18.MANUFACTURER MANUALS FOR MECHANICAL AND WATER HEATING SYSTEMS SHALL BE PROVIDED ONSITE AS PER SECTION R303.3 CONSTRUCTION DRAWINGS,SPECIFICATIONS,AND ATTACHED RESCHECK CALCULATIONS,ARE IN COMPLIANCE WITH THE 2020 RCNYS NEW INTERIOR WOOD FRAME WALL CONSTRUCT BY 2"X 6"WOOD STUDS 16" O.C.WITH 5- 415 LAKE AVENUE SOUTH 2.CUTTING OF JOISTS TO A DEPTH OF NO MORE THAN 1/6 OF THE JOIST DEPTH SHALL BE PERMITTED EXCEPT IN THE MIDDLE THIRD OF OF 2020 ECCCNYS. - AND THE 2020 ECCCNYS. 1/2" R-21 KRAFT PAPER BACKED FIBERGLASS INSULATION BATTS BETWEEN STUDS NESCONSET, NY 11767-1848 THE SPAN.NO STUD SHALL BE CUT MORE THAN(A)25%OF ITS DEPTH IN EXTERIOR WALLS AND LOAD BEARING PARTITIONS:(B)40% 2.CONSTRUCTION DRAWINGS AND DOCUMENTATION DEMONSTRATE ENERGY CODE COMPLIANCE FOR LIGHTING AND MECHANICAL COVERED WITH 1 ONE LAYER OF 5/8"TYPE "X" GYPSUM BOARD EACH SIDE. OF ITS DEPTH IN NON LOAD BEARING PARTITIONS.NO STUD SHALL BE BORED MORE THAN(A)40%OF THE STUD WIDTH IN EXTERIOR SLAC P IFI CATIONS SYSTEMS.SYSTEMS SERVING MULTIPLE DWELLING UNITS MUST DEMONSTRATE COMPLIANCE WITH THE ECCCNYS COMMERCIAL NEW LOW WOOD FRAME WALL, 36" HIGH, CONSTRUCT BY 2"X 4"WOOD STUDS 16" O.C. 631-277-3337 WALLS AND LOAD BEARING PARTITIONS:(8)60%OF THE STUD WIDTH IN NON LOAD BEARING PARTITIONS.ALL JOISTS TO BE SIZED TO 1.GENERAL:THE HEATING CONTRACTOR SHALL FURNISH AN ENGINEERED HEATING LAYOUT IN CONFORMANCE WITH LOCAL CODES PROVISIONS AS PER SECTIONS R103.1,R103.2,AND 8403.7 OF 2420 ECCCNYS. WITH (1)ONE LAYER OF 1/2" MILDEW RESISTANT GREENBOARD BOARD EACH SIDE Website: www.CARMELHILL.com WIDTH AND FRAMED ON THE ENDS WITH MATERIAL OF THE SAME SIZE AS THE JOISTS. AND ALL MATERIAL AND LABOR UNDER THE SCOPE OF THE CONTRACT.THE CONTRACTOR SHALL INSTALL A HEATING SYSTEMCOVERED WITH CERAMIC TILE WITH MARBLE CAP. COMPATIBLE WITH THE EXISTING SYSTEM.ALL WORKMANSHIP SHALL BE OF THE BEST QUALITYAND DONE BY MECHANICS SKILLED IN 3.THERMAL ENVELOPE IS REPRESENTED ON CONSTRUCTION DOCUMENTS"THERMAL ENVELOPE PLANS AND SECTIONS"AS PER NEW SHOWER ENCLOSURE LOW WOOD FRAMED WALL, 36" HIGH WITH MARBLE OR Email: CARMELH I LL16@gmail.com 3.SUBFLOORS:SUBFLOORS SHALL BE 3/4 INCH TONGUE AND GROOVED PLYWOOD WATERPROOF NAILED TO JOISTS WITH JOINTS THE TRADE. SECTIONS 8103.1 AND 8103.?of 2020 ECCCNYS. GRANITE CAP, FINISHED TO 7'6"AFF WITH SHOWER GLASS PANEL, CONSTRUCT BY 2"X 4" STAGGERED TWO JOIST SPACES MINIMUM((IT IS RECOMMENDED THAT FLOOR SHEATHING BE GLUED AND SCREWED TO FLOOR WOOD STUDS 16 . . OCWITH 1 JOISTS TO MINIMIZE FLOOR SQUEAKS). 4.CLIMATE ZONE 4a-SUFFG?LKCOUNTY,5750 HEATING DEGREE DAYS ( ) ONE LAYER OF 1/2 CONCRETE BACKER BOARD EACH 2. PERMITS AND REGULATIONS:THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,DRAWINGS,FLOOR PLANS,SCHEMATICS, SIDE. Project Title: 4.DOUBLE ALL FLOOR JOISTS UNDER PARALLEL PARTITIONS.PROVIDE FIRESTOPPING AND AROUND ALL OPENINGS AS REQUIRED BY AND INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND ALL WORK RELATED WITH THEIR RESPECTIVE TRADE. 5.PROJECT DESIGNED USING NEW YORK STATE APPROVED RES-CHECK,LATEST EDITION,PROVIDED BY THE UNITED STATES CODE.PROVIDE AT LEAST MORE IN DOUBLE JOISTS AND HEADERS AT UNLSS OTHERWISE SHOWN WATER DRAWING.DRAINS,BATHTUBS,AND ALL VENTAND MECHANICAL 3.THESE CONSTRUCTION DRAWINGS AND DOCUMENTATION DEMONSTRATE ENERGY CODE COMPLIANCE FOR LIGHTING AND DEPARTMENT OF OF ENERGY AS ALLOWED BY ECCCNYS CHAPTER 1,SECTION 101.3.1.OPENINGS TOSCANO RESIDENCE MECHANICAL SYSTEMS IN COMPLIANCE WITH SECTIONS R103.2.2 AND 2020 ECCCNYS. 6.A PROTECTIVE COVERING SI-'ALL BE INSTALLED TO PROTECT EXPOSED EXTERIOR INSULATION AND SHALL EXTEND A MINIMUM OF 6" 5.PROVIDE METAL CROSS BRACING BETWEEN ALL FLOOR JOISTS.MAXIMUM SPACE BETWEEN ROWS OF BRIDGING AND SUPPORTS 4.HEATING AND AIR-CONDITIONING SYSTEM:HEATING,VENTILATING,AND AIR-CONDITIONING SYSTEM SHALL BE DESIGNED FOR LOCAL BELOW GRADE IN COMPLIANCE WITH 2020 ECCCNYS. TOM & CAROLINE TOSCANO SHALL BE V-0". WEATHER CONDITIONS IN ACCORDANCE WITH THE DESIGN PRACTICE RECOMMENDED BY THE AMERICAN SOCIETY OF HEATING, 610 JACKSONS LANDING REFRIGERATING,AND AIR-CONDITIONING ENGINEERS,AND SHALL CONFORM TO THE RULES AND REGULATIONS OF THE NATIONAL 7.THESE CONSTRUCTION DRA`VINGS AND DOCUMENTATION DEMONSTRATE ENERGY CODE COMPLIANCE FOR THE BUILDING ENVELOPE 6.ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE 2020 RCNYS AND WITH THE NATIONAL DESIGN SPECIFICATIONS BOARD OF FIRE UNDERWRITERS AND NG EAND(NEE ALL GOVERNING LOCALCONFORM STATE CODES.THE HEATING SYSTEM SHALL A IN COMPLIANCE WITH 2020 Ei,CCNYS. MATTITUCK, NY 11952 FOR STRESS GRADE LUMBER AND ITS FASTENINGS.LUMBER IS TO BE FURNISHED AND INSTALLED,COMPLETE WITH ALL PROVIDED CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF 70°F AT A POINT T-0"ABOVE THE FLOOR IN ALL HABITABLE ROOMS. 917-440-0916 FASTENINGS,ANCHORS,BLOCKING,SADDLES,HANGERS,ETC.REQUIRED TO COMPLETE THE JOB.ALL STEEL BOLTS CONNECTING 8.ALL INSTALLED INSULATION SHALL BE LABELED OR THE INSTALLED R-VALUES PROVIDED BY SIGNED AFFIDAVIT BY THE INSTALLER IN WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES.JOIST HANGERS AND 5HEATING SYSTEM:THE HEATING CONTRACTOR IS TO CONSTRUCT THE HEATING UNIT ACCORDING TO THE SPECIFICATIONS COMPLIANCE WITH 2020 ECCCNYS. DISTRICT 1000 - SECTION 11 3 - BLOCK 4 - LOT 8 . CONNECTORS,STEEL BRIDGING AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUST BE INSTALLED IN ACCORDANCE WITH DELINEATED BY THE HERS RATER.THE HEATING AND AIR CONDITIONING EQUIPMENT SHALL BE IN CONFORMANCE WITH THE 2020 BCNYS CODE REQUIREMENT'S. STANDARDS PUBLISHED BY MANUAL J.MANUAL S,AND MANUAL D,PUBLISHED BY THE AIR CONDITIONING CONTRACTORS OF 9•THE ENERGY COMPLIANCE CERTIFICATE SHALL BE POSTED ON THE PROJECT SITE IN THE UTILITY ROOM SECTION 8401.3 OF 2020 SYMBOLS FND AMERICA(ACCA).HEATING AND COOLING EQUIPMENT SHALL BE SIZED PER ACCA MANUAL S BASED ON LOADS PER ACCA MANUAL J ECCCNYS. _ 7.ALL WOOD POSTS RESTING ON TOP OF CONCRETE WALLS SHALL HAVE METAL SEATS ANCHORED TO CONCRETE BASE.ALL POSTS BUILDING SECTION :Sheet Title RESTING ON TOP OF STEEL BEAMS SHALL HAVE CLIP ANGLES BOLTED OR WELDED TO THE FLANGES OF THE STEEL BEAM.BEARING OR OTHER APPROVED METHODS,AND MANUAL D FOR DUCT SIZING IN COMPLIANCE WITH 2020 RCNYS,2020 ECCCNYS,AND 2020 THERMAL AND MOISTURE PROT •TION SPECIFICATIONS SECTION NUMBER 1 1 REVISION NUMBER PLATES AND MOISTURE BARRIER SHALL BE PROVIDED.ALL P.T.WOOD TO BE IN COMPLIANCE WITH SECTION R317 OF THE MCNYS OR OTHER METHODS APPROVED BY THE CODE OFFICIAL AS PER SECTIONS R302.1 AND R403.7 OF 2020 ECCCNYS. SHEET NUMBER A-7 A-7 ZL SPECIFIC)4TIONS, 2020 RCNYS. 6.THE HVAC INSTALLERS SHALL PROVIDE THE MANUFACTURER MANUALS FOR MECHANICAL AND WATER HANDLING EQUIPMENT IN 1.SEE RESCHECK CALCULATIONS STAPLED TO TITLE SHEET FOR INSULATION R VALUES AND THICKNESS SPECIFICATIONS. 8.STAIRS:ALL STAIRS,RAILINGS,AND LANDINGS SHALL COMPLY WITH SECTIONS R311.7.5.1 AND R3117.5.2.OF 2020 RCNYS. COMPLIANCE WITH 2020 RCNYS,2020 ECCCNYS,AND 2020 MCNYS.INSTRUCTIONS MANUALS FOR NEW MECHANICAL SYSTEMS TO BE 2.SEE PRESCRIPTIVE ENERG"ANALYSIS IN ENERGY CONSERVATION SPECIFICATIONS ABOVE FOR INSULATION SPECIFICATIONS. REVISION CLOUD ON SITE FOR INSPECTION. BUILDING DETAIL 9.WOOD STAIRS TO BEA MINIMUM OF 36"WIDE.STAIRS TO HAVE 5/4 INCH STRINGERS, 1-1/16 INCH TREADS,AND%INCH RISERS.THE 3.ALL NEW CONSTRUCTION SHALL CONFORM TO THE 2020 RCNYS,AND 2020 ECCCNYS. DETAIL NUMBER 1 _ C:) MAXIMUM RISER HEIGHT SHALL BE 8-1/4"AND THE MINIMUM TREAD DEPTH SHALL BE 9".THE NOSING ON STAIRS WITH SOLID RISERS 7.MECHANICAL SYSTEMS SHALL BE INSTALLED IN CONFORMANCE WITH 2020 BCNYS,2020 ECCCNYS, AND 2020 MCNYS. SHEET NUMBER A-7 SHALL BE 1-1/8".TREADS AND RISERS TO BE HOUSED INTO STRINGERS,GLUED AND WEDGED SOLID. 8.ALL JOINTS AND SEAMS OF AIR DUCTS,AIR HANDLERS,FILTER BOXES,AND BUILDING CAVITIES USED AS RETURN DUCTS ARE SEALED 4.ALL INSULATION SHALL.COMPLY WITH SECTION R302.10 OF 2020 ECCCNYS AND 2020 RCNYS. IN COMPLIANCE WITH 2020 BCNYS,2020 ECCCNYSAND 2020 MCNYSVERTICAL ELEVATION ELEV. 0-01, 10.POURED CONCRETE STAIRS:STAIRS TO BEA MINIMUM OF 36'WIDE.THE MAXIMUM RISER HEIGHT SHALL BE 8-1/4"AND THE MINIMUM , . 5.ALL INSULATION AND VAPOR;BARRIERS SHALL BE FIRE RATED AS PER THIS AS PER SECTION R302.10.1 OF 2020 RCNYS. DOOR NUMBER OIV TREAD DEPTH SHALL BE 10-1/8". 9.BUILDING CAVITIES ARE NOT TO BE USED FOR SUPPLY DUCTS IN COMPLIANCE WITH 2020 RCNYS,2020 ECCCNYS,AND 2020 MCNYS. 6.ALL ROOFING SHALL COMPLY WITH SECTIONS CHAPTER 9 OF THE 2020 BCNYS. Drawing No. DOORS,WINDOWS.&GLASS SPECIFICATIONS HEAT DUCTING SHALL BE SECURED,SEALED AND INSULATED. 10.HVAC INSTALLER IS TO SUPPLY POST CONSTRUCTION DUCT TIGHTNESS TEST RESULTS OF LESS THAN OR EQUAL TO 8 CFM TO 7.ALL PENETRATIONS TO THE BUILDING ENVELOPE SHALL BE SEALED,CAULKED,GASKETED,WEATHERSTRIPPED,OR OTHERWISE WINDOW NUMBER O KEYNOTE NUMBER 1 1.SEE DOOR AND WINDOW SCHEDULES FOR STRUCTURAL WOOD HEADER SIZES.ALL DOORS,OPENINGS,AND WINDOWS TO BE SET OUTDOORS,OR LESS THAN OR EQUAL TO 12 CFM ACROSS SYSTEMS IN COMPLIANCE WITH 2020 BCNYS,2020 ECCCNYS, AND 2020 SEALED INCLUDING BUT NOT LIMITED TO AREAS AROUND WINDOWS,DOORS,HVAC DUCTWORK,PLUMBING PIPE,ELECTRICAL WITH TOP AT U-10 1/2"A.F.F.UNLESS OTHERWISE NOTED. MCNYS. PENETRATIONS, ETC. A � Copyright of Architectural Drawings-These plans are protected by TRAP SIZE federal law and are subject to copyright protection as an PLUMBING FIXTURE MINIMUM work"under section 102 of the copyright act, 17 PROPOSED DECK (inches U.S.A. as amended December 1990 and known as Architectural A?4 Works Copyright Protection Act of 1990.These drawings are Bathtub (tAlith or withOLIt shCv,,er head and/or1 11` provided as an instrument for construction for the construction ❑ v;hirlpool attachments) project at the address shown on the title block of the drawings and r— — — — — — — — — — — I Bidet 11 r they may not be used for any project other than that listed at the '•t address shown on the title block without the written consent and — — — — — — — I Clothes washer standpipe 2 compensation of the architect.This protection includes but is not limited to the overall form as well as the arrangement and DASHED LINE C31Sht^:aSl ter �`fsn separate trap) 1112 composition of spaces and elements of the designs. Under such REPRESENTS CONDITIONED CONDITIONED CONDITIONED I protection, unauthorized use of these plans,work or home I CONDITIONED THERMAL ENVELOPE PROPOSED BDRM#4 OPEN BELOW PROPOSED MASTER BDRM#2 r-Iocr drain 2 PROPOSED BEDROOM Kitchen (one or one or en represented, can legally result in the cessation of construction or BOUNDARY DASHED LINE Kitchsink tv.,o traps, witl" buildings being seized and/or monetary compensation to Carmelhill „ REPRESENTS without dishwasher and food waste disposer) t 1,1 Architects and/or Edward Koenig. g THERMAL ENVELOPE — Laundry tUb Ione or more compartments) 13,f CONDITIONED BOUNDARY I 2 NO. DESCRIPTION DATE GREAT ROOM Ld — — —� ( Lavatory 11J4 CONDITIONED I Shower (based on the tCt01 flow rate tl-Ir01.lOh 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 PROPOSED DINING CONDITION I sho'.verheads and bodysprayjrs) 2 ISSUED FOR CONSULTING. 3-16-20 I 1 �11i — — L — Flu.v ra`e. 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 - - - - - - - - - - - - - - - - - - ( ■ 57gpm and less 11i°` CODES. I — — More than 5,7 gpm Lip to 12,3 clpm 2 41 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 UNCONDITIONED More than 12.3 gpm up to 25 8 gpm 3 5 REVISED WETLANDS COVERAGE 10-2-20 PROPOSED CELLAR More than 25,8 glam Lip to 55..133 gpm 4 CALCULATIONS. C NDITIONED o \7- CONDITIONED NDITION - 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 PROPOSED BDRM#5 - AND DRY STACK RETAINING WALL ELEVATION (S-2) 0 0 7 REVISED PER BOARD OF TRUSTEES 1-5-21 RECOMMENDATIONS. 50 FOOT NON-TURF 3" ROOF VENT THROUGH ROOF. BOUNDARY ADDED,CHANGED SEPTIC TO LOW TERMINATION HEIGHT TO COMPLY WITH NITROGEN I/A OWTS,AND ADDED FOOTPRINTS UNCONDITIONED : SECTION P3103.1 OF 2020 RCNYS.VENT 3" ROOF VENT THROUGH ROOF. OF ADJACENT HOMES. RESUBMITTED FOR )THERMAL ENVELOPE SECTION, PROPOSED DECK, PENETRATION THROUGH ROOF SHALL BE TERMINATION HEIGHT TO COMPLY WITH TRUSTEES REVIEW AND APPROVAL. A-`} SCALE: 1/8"= 1'-0" SIZED IN COMPLIANCE WITH SECTION SECTION P3103.1 OF 2020 RCNYS.VENT P3103.2 OF 2020 RCNYS TO MITIGATE '"--PENETRATION THROUGH ROOF SHALL BE EFFECTS OF FROST CLOSURE. SIZED IN COMPLIANCE WITH SECTION A-0 SECOND P3103.2 OF 2020 RCNYS TO MITIGATE SF_C CND FLOOR THERMAL ENVELOPE PLAN FLOOR ATTIC EFFECTS OF FROST CLOSURE. SCALE: 1/8"= V-0" — — — — c/w 3/4— — — — — c/w c/w c/w — 3{4- — H/W — — H/W — — — -3/4 L — — — H/W — —T — — — H/W — — — - 4=1 „ 000e000 ...... .... 1 1 1 1 1 1 1 UNCONDITIONED IIAV 1 c uAY 1TAT , PROPOSED DECK 1 C I W C DASHED LINEv �� HOWE REPRESENTS i❑EI ©I FIRST I FIRST THERMAL ENVELOPE FLOOR FLOOR BOUNDARY I A' " I TO 2„ 4„ TO WASTE MAIN „ WASTE 4" —� C.O C.O I CONDITIONED \ I ( CAD File Name: TOSCANO REVISED 7.1ayout PR ED STUDY BATHR00M#1 RISER DIAGRAM BATHROOM#2 RISER DIAGRAM Drawn By: Edward Koenig CONDITIONED Fn NOT TO SCALE NOT TO SCALE /PROPOSE6 QkEAT\ RC LQMI lu' Architect's Seal SED 3" ROOF VENT THROUGH ROOF. 3" ROOF VENT THROUGH ROOF. CLOSET TERMINATION HEIGHT TO COMPLY WITH TERMINATION HEIGHT TO COMPLY WITH TIONED SECTION P3103.1 OF 2020 RCNYS.VENT SECTION P3103.1 OF 2020 RCNYS.VENT PENETRATION THROUGH ROOF SHALL BE PENETRATION THROUGH ROOF SHALL BE C ED SIZED IN COMPLIANCE WITH SECTION SIZED IN COV?LIANCE WITH SECTION P3103.2 OF 2020 RCNYS TO MITIGATE P3103.2 OF 2020 RCNYS TO MITIGATE - I EFFECTS OF FROST CLOSURE. EFFECTS OF FROST CLOSURE. CONDITIONED �� NPROP )SED DINING ATTIC ATTIC CONDITIONED CONDITIO CONDITIONED I 3141— — c/w — c/w c/w cm — 3/4— — c/w — C/w 7 C/w c/w — I - F - I _1 - T - - - I - - � _ _, ._ - -� - - -�-T - - r � -- PROPOSED BDRM#1 I -3/4'1 — H/W — — — T — H/W — r — — — H/W — — —r — H/W — — -- --,�s/� — H/W — — — r- H/W H/W H/W i =�_1 �_ _4_1 �_� CARMELHILL " 1 � _ 1 �, � � � � 1 1 - 11 1 1 1 � T ARCHITECTS ° UNCONDITIONED e _ J l Ay QAC 1 4 4. 1 1 �Ay uA� 1 1 1 1 WC N WCX.P _�r=A HOWE LfElA'.4 SECOND I TUB SECOND I 1 TUB TABLE R402.4.1.1 FLOOR FLOOR J__ AIR BARRIER AND INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA FIRST EL O O R FLOOR THERMAL E N\ ELOPE PLAN A building envelope.continuous air barrier shall be installed in the SCALE1/8" 1' - : 0" TO WASTE MAIN C.0 TO WASTE MAIN C.O = Air-permeable insulation shall not be used as a �" 4 I ,� d" 4" General requirements The exterior thermal envelope contains a continuous sealing material. air barrier. Breaks orjoints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air Ceiling/attic barrier shall be sealed. The insulation in any dropped ceiling/soffit shall I ° BATHROOM#4 RISER DIAGRAM BATHROOM#3 R I S E R DIAGRAM www.CA R M E L H I L L.C O M be aligned with the air barrier. Access openings,drop down stairs or knee wall doors I r n TT IT1 T1 FF I1 NOT TO SCALE NOT TO SCALE to unconditioned attic spaces shall be sealed. A 4 Cavities within comers and headers of frame I I I I I I I I I I I I I Architecture Firm: The junction of the foundation and sill plate shall be walls shall be insulated by completely filling the r _ _ _ _ _ _ - - _ _ - - u �I�t I _ _CA R M E L H I L L ARCHITECT S sealed. cavity with a material having a thermal resistance Walls The junction of the top plate and the top of exterior of R-3 per inch minimum. walls shall be sealed. Exterior thermal envelope insulation for framed Knee walls shall be sealed. walls shall be installed in substantial contact and I I — — I EDWARD KOEN IG - R.A., A.I.A. continuous alignment with the air barrier. 415 LAKE AVENUE SOUTH Windows,skylights and doors The space between window/,door jambs and framing, and skylights and framing shall be sealed. I I NESCONSET, NY 11767-1848 Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. I I I I I 631-277-3337 Floor framing cavity insulation shall be installed UNCONDITIONED to maintain permanent contact with the underside I PROPOSED CELLAR Website: www.CARMELHILL.com of subfloor decking,or floor framing cavity I wH — — I 3" ROOF VENT THROUGH ROOF. 3" ROOF VENT THROUGH ROOF. Email: CARMELHILL16@gmail.com Floors(including above garage and The air barrier shall be installed at any exposed edge insulation shall be permitted to be in contact with cantilevered floors) of insulation. the top side of sheathing,or continuous insulation UNCONDITIONED I TERMINATION HEIGHT TO COMPLY WITH TERMINATION HEIGHT TO COMPLY WITH installed on the underside of floor framing and I SECTION P3103.1 OF 2020 RCNYS.VENT SECTION P3103.1 OF 2020 RCNYS. VENT extends from the bottom to the top of all � ( PROPOSED GARAGE -4-PENETRATION THROUGH ROOF SHALL BE "q—PENETRATION THROUGH ROOF SHALL BE F perimeter floor framing members. _ O I r o 1 I ° I Project Title: Exposed earth in unvented crawl spaces shall be Where provided instead of floor insulation, i r � �J L� L J — P3103.2 OF 2020 RCNYS TO MITIGATE P3103.2 OF 2020 RCNYS TO MITIGATE SIZED IN COMPLIANCE WITH SECTION SIZED IN COMPLIANCE WITH SECTION Crawl space walls covered with a Class I vapor retarder with insulation shall be permanently attached to the SECOND overlapping joints taped. crawlspace walls. EFFECTS OF FROST CLOSURE. SECOND FLOOR FLOOR EFFECTS OF FROST CLOSURE. TOSCANO RESIDENCE I I I I I III Duct shafts,utility penetrations,and flue shafts Shafts,penetrations opening to exterior or unconditioned space shall be I ( III — _ _ _ _ _ — — — — — — _ — — — _ — — — — — _ TOM & CAROLINE TOSCANO sealed. 3/4" — c/w — c/ — C/w 3/4" — — — — c/w — c/w — env c/w T � T T — —_ 1610 JACKSONS LANDING Batts in narrow cavities shall be cut to fit,or I ° r I I I 314 H/W — — — — — I�/W — — — H/W — — — — — H/W — — — — 3141/W — — — T — H W — — — — HI — — — — H/W — — — — — H/W narrow cavities shade filled by insulation that I J I I I �I IMATTITUCK, NY 11952 Narrow cavities on installation readily conforms to the available ® L r •F cavity space. I i L—J L— - - I 1 1 1 1 .917-440-0916 AIR ADMITTANCE VALVE FOR Air sealing shall be provided between the garage and Garage separation COUNTER ISLAND BAR SINK. ISLAND 1 1 I I 1 1 1 I (DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 conditioned spaces. A Recessed light fixtures installed in the building Recessed light fixtures installed in the building I I MAINTAIN ACCESSIBILITY. ( KI K LI D ILA ' 1 Recessed lighting TAT thermal envelope shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. I I I MUST COMPLY WITH SECTION P3114 OF RCNYS ------ ASH 1 C Sheet Title Batt insulation shall be cut neatly to fit around — R wiring and plumbing in exterior walls,or Plumbing and wiring insulation that oninstallation readily conforms to s a�ailable space shall extend behind piping and REFRIG I _ _ _ _ _ I I D W THERMAL BOUNDARY wiring — — — r — — — — ❑ ❑ ❑ ❑ — I® FLOOR FLOOR 1 I FIRST FIRST The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall L - - - - - - — — — — —� I I Shower/tub on exterior wall showers and tubs shall separate them from the be insulated. I L — PLANSPLUMBING showers and tubs. TO WASTE MAIN The air barrier shall be installed behind electrical or I I I �— — — — — — — — C.0 " Electrical/phone box on exterior walls communication boxes or air-sealed boxes shall be C C.O TO WASTE MAIN " " installed. I �— — —� I HVAC register boots HVAC register boots that penetrate building thermal _ J envelope shall be sealed to the subfloor or drywall. — n-a Drawing No. When required to be sealed,concealed fire sprinklers — shall only be scaled in a manner that a recommended KITCHEN RISER DIAGRAM BATHROOM#'� & LAUNDRY RISER DIAGRAM _ Concealed sprinklers by the manufacturer.Caulking or other adhesive - - DIAGRAM - sealants shall not be used to fill voids between fire CELLAR FLOOR THERMAL ENVELOPE PLAN NOT TO SCALE NOT TO SCALE 4 sprinkler cover plates and walls or ceilings. a. In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. SCALE: 1/8"= V-0" 2"X 6" P.T. MUDSILL WITH 5/8"ANCHOR BOLT WITH 3"X 3" 1/8" • 2"X 4" P.T. MUDSILL Copyright of Architectural Drawings-These plans are protected by WASHERS SPACED T-0" O.C.AND SPACED WITH 6"TO 12" OF federal law and are subject to copyright protection as an BRICK PAVER AND BLUEST WITH PATIO PAVERS 2 5/8"ANCHOR BOLT WITH 3"X 3" 1/8"WASHERS SPACED T-0" @ " " "architectural work"under section 102 of the copyright act, 17 OVER 4" POURED CONC. SLAB WITH 6 X 6 W1.4 X @ EACH END PLATE.ANCHOR BOLTS SHALL HAVE A MIN. W1.4 W.W.F. OVER CRUSHED GRAVEL FILL M O.C.AND SPACED WITH 6"TO 12"OF EACH END PLATE. EMBEDMENT OF 7" 12 MAX. 4-0 MIN. 12 MAX. U.S.A. as amended December 1990 and known as Architectural COMPACTED IN 4" LIFTS OVER COMPACTED #5 REBAR HORIZONTAL AT TOP OF FOUNDATION WALL Works Copyright ANCHOR BOLTS SHALL HAVE A MIN. EMBEDMENT OF 7" 6" MIN. 6" MIN. ` Protection Act of 1990.These drawings are EARTH z CONTINUOUS AT CORNERS provided as an instrument for construction for the construction I _ #5 REBAR HORIZONTAL AT TOP OF FOUNDATION WALL • ° °° ° 1�- CONTINUOUS AT CORNERS ° �_ 4" POURED CONCRETE SLAB 3500 PSI AT 28 ° ° ° ° ° ° ° ° X project at the address shown on the title block of the drawings and #5 REBAR HORIZONTAL AT TOP OF FOUNDATION <.� IIIA co 8 POURED CONCRETE FOUNDATION WALL 3500 PSI AT 28 DAYS 2 r•, z ° ° Q z they may not be used for any project other than that listed at the WALL CONTINUOUS AT CORNERS -i DAYS MIN. OVER 6 MIL CONCRETE RATED - ° ° 2 - MIN. - .. M _ ° ° ° _ 2 address shown on the title block without the written consent and 4 POURED CONC. SLAB WITH 6 X 6 W1.4 X W1.4 W.W.F. OVER 4 4 ° - POLY VAPOR BARRIER OVER 4"CRUSHED (V = CV = g.. 1Z1 __ _ o •� r.. � compensation of the architect.This protection includes but is not EXISTING GRADE SLOPED AWAY FROM,,--' CRUSHED GRAVEL OVER COMPACTED EARTH ° III= EXISTING GRADE SLOPED AWAY FROM STRUCTURE GRAVEL OVER COMPACTED EARTH limited to the overall form as well as the arrangement and STRUCTURE II=III, III °° ° composition of spaces and elements of the designs. Under such z j-- .,. ` FOUNDATION WATERPROOFING EXISTING GRADE SLOPED AWAY FROM STRUCTURE =III= 11=1 protection, unauthorized use of these plans,work or home - �1 III-III ° Iii= _ . REINFORCE SLAB WITH 6 X 6 W1.4 X W1.4 =III_ II-1 .1 represented, can legally result in the cessation of construction or o - 8" POURED CONCRETE FOUNDATION WALL 3500 PSI AT 28 ITI-III II- 4 POURED CONC. SLAB WITH 6 X 6 W1.4 X W1.4 W.W.F. DOUBLED Z _ a. :. :: W.W.F. DOUBLED OVER T-0"AT EDGE VIII-li Z =III= II=1 buildings being seized and/or monetary compensation to Carmelhill 8" POURED CONCRETE FOUNDATION WALL 3500 - L DAYS MIN. - III-III III- OVER 3-0 AT EDGE OVER 6 MIL CONC. RATED POLY VAPOR - ° 1. 5/8 ANCHOR BOLTS @ 4-0" O.C. PSI AT 28 DAYS MIN.WITH#5 VERTICAL REBAR @ j - I:` 4 OVER RUSHED STONE o II T IIIII� BAR Architects and/or Edward Koenig. °, i lU 36 O.C. -II I GEO FILTER FABRIC O C r III= II=1L 16"X 8"POURED CONC. FOOTING 3500 PSI AT 2. M 7" EM CONCRETE WITH 3" SQUARE Ill III= ° III-i GEO FILTER FABRIC OVER CRUSHED STONE MINIMUM EMBEDMENT INTO -ITI= <•. I_Ti 28 DAYS MIN. WITH (2)#5 REBAR BEARING - - -,. WASHERS AND END NUT SETUP q, °. NO. DESCRIPTION DATE -j�-II- - 4" DIA. PERFORATED DRAIN TILE, PITCHED TO DRYWELLS - <° ° ° IIIT�I 4 4" DIA. PERFORATED DRAIN TILE, PITCHED TO DRYWELLS ON UNDISTURBED VIRGIN SOIL. REBAR •. �� 16"X 8" POURED CONCRETE FOOTING, 3'-0" DEEP „IIIm1II ° CONCRETE COVERAGE TO BE 3" MIN -I 3.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR - - - - _ III-Jjj-111-111-111'' 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 MIN., 3500 PSI AT 28 DAYS MIN. WITH (3)#5 REBAR _ 111 X111 , 111, REPLACED BY HOLD DOWNS FOR SHEARWALLS 16"X 8" POURED CONCRETE FOOTING, T-0" DEEP MIN., 3500 r=_ =III=III=III -Ili= BEARING ON UNDISTURBED VIRGIN SOIL 2 ISSUED FOR CONSULTING. 3-16-20 BEARING ON UNDISTURBED VIRGIN SOIL. REBAR PSI AT 28 DAYS MIN.WITH (2)#5 REBAR BEARING ON -iIlTl�l„III;III,_„ I-i' 4. ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6" MIN.AND CONCRETE COVERAGE TO BE 3"MIN UNDISTURBED VIRGIN SOIL. REBAR CONCRETE COVERAGE TO (2)#5 REBAR AT BOTTOM. OUTER REBAR TO BE CONTINUOUS AT FOOTING BEARING ON UNDISTURBED 12" MAX. FROM ENDS OR CORNERS 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 R/O PORCH POURED CONCRETE BE 3" MIN CORNERS. REBAR CONCRETE COVERAGE TO BE 3" MIN.. VIRGIN SOIL CODES. 1 FOUNDATION WALL DETAIL 2 GARAGE FOUNDATION (PCELLAR FOUNDATION DETAIL @0INTERIOR HAUNCHED FOOTING DETAIL BOLT SPACING REQ. 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 " = 11A-6 SCALE: 1/2" = V-0" SCALE: 1/2"= V-0" SCALE: 1/2"= V-0" (&ANCHOR SCALE: 3/4"= V-0" 5 REVISED WETLANDS COVERAGE 10-2-20 SCALE. 1/2 - 1 -0 CALCULATIONS. 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 AND DRY STACK RETAINING WALL ELEVATION - 2"X 4" PRESSURE TREATED MUDSILL WITH 5/8" CS20 COIL STRAP(UPLIFT CONNECTOR- (S 2) ANCHOR BOLT WITH 3"X 3" 1/8"WASHERS SPACED TYPICAL)WITH 12" MINIMUM BEARING ON 7 REVISED PER BOARD OF TRUSTEES 1-5-21 STUDS,WRAPPING UNDER SILL AND NAILED RECOMMENDATIONS. 50 FOOT NON-TURF @ T-0"O.C.AND SPACED WITH 6"TO 12" OF EACH TO UNDERSIDE OF SILL E C F BOUNDARY ADDED,CHANGED SEPTIC TO LOW END PLATE.ANCHOR BOLTS SHALL HAVE A MIN. 3'-0 O.C. MAX. A-12 A-11 A-12 11 FOUNDATION PLAN KEYNOTES NITROGEN I/A OWTS,AND ADDED FOOTPRINTS EMBEDMENT OF 7" INTO CONCRETE I I A35F MIN.18 GAUGE PLATE CONNECTORS @ NO. NOTE OF ADJACENT HOMES. RESUBMITTED FOR -11 11 1-1/2" 12"O.C. MAX. (SHEAR CONNECTOR) FOUNDATION WALL-8" POURED CONCRETE TRUSTEES REVIEW AND APPROVAL. #5 REBAR HORIZONTAL AT TOP OF FOUNDATION MIN. 5-11 61-811 101-11, 8-4 6-1 3-6 1 -0 4-4 3-11 WALL 'S [I ° 1 " " FOUNDATION WALL 3500 PSI AT 28 DAYS MIN. ' ALL STRAPPING TO BE INSTALLED 16" O.C. 01 WITH#5 REBAR HORIZONTAL AT TOP OF 8" POURED CONCRETE FOUNDATION WALL 3500 ° P ° UNLESS OTHERWISE NOTED A AND CONTINUOUS AT ° Q _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CORNERS. PSI AT 28 DAYS MIN. - ° •' r- � � INSTRUCTIONS MANUALS FOR NEW A CONTINUOUSLY CONNECTED PATH MUST BE (2) _1/2"X 11-1/4"WOLM NIZED PARA_LLAM PLUS I 02 MECHANICAL SYSTEMS TO BE ON SITE FOR NOTE: SEE FOUNDATION PLAN FOR VERTICAL AND 4 ° ° o PROVIDED FROM THE STUD TO THE GIRDER +. .': INSPECTION. - HORIZONTAL REBAR REINFORCEMENT IN e BELOW. U 8 X 8 P.T. POST OVER 2 0 DIA. POURED UNBALANCED CELLAR FOUNDATION WALLS ° 03 I O I 03 CONCRETE PIER, 3'-0" DEEP MIN., BEARING ° T ALL STRAP STOCK NUMBERS SHOWN ARE I m I ON VIRGIN SOIL �- 3" MIN. FROM "SIMPSON STRONG TIE CONNECTORS" 16"X 8" POURED CONCRETE FOOTING 3500 16"X 8" POURED CONCRETE FOOTING 3500 PSI AT PSI AT 28 DAYS MIN. WITH (2)#5 REBAR NOTE:ANCHOR BOLT NOT SHOWN � O BEARING ON UNDISTURBED VIRGIN SOIL. 28 DAYS MIN.WITH (2)#5 REBAR BEARING ON I ( I 17 REBAR CONCRETE COVERAGE TO BE 3" MIN.. UNDISTURBED VIRGIN SOIL. REBAR CONCRETE COVERAGE TO BE 3"' MIN m Y I (2)2"X 0" .T. BEAM " " I -, 3-1/2" DIA. STEEL LALLEY COLUMN OVER 2'6" - TYPICAL CONNECTIONS DETAIL AT Lu I 12 v 05 REBAR @ 3POUO.C. ERED ACH WAY(NCRETE 7) MINIAD MUM, BEARING o I BEARING ON VIRGIN SOIL. (TYPICAL FOR 6 8" FOUNDATION WALL REINF. - ELEV. FIRST FLOOR LEVEL I a � �-�-�1=� 3WO" DIA. STEEL LALLEY COLUMN OVER 2'0" A-6 SCALE: 1/2" = V-0" A"6 NOT TO SCALE 0 - X 2'0"X 12" POURED CONCRETE PAD WITH#4 X m- tI I 06 REBAR @ 3-1/2"O.C. EACH WAY(6)MINIMUM, 16 iv 18 16 W_ L 1 1 1 _I _L �-I-I 19 -��' BEARING ON VIRGIN SOIL. (TYPICAL FOR THREE 38- - - - - - - 3-1/2" DIA. STEEL LALLEY COLUMN OVER 3'0" - - - - - - - - - _ - -_ - -_ _ - - - - - - - - TO" 12" POURED 07 CAD File Name: TOSCANO REVISED 7.1a out 4 REBAR 4 . EACH WAY 8 MINIMUM Y 1 - - - - - - - - - - - - - - - - - - - - - - I - - - - -� 01 - ( BEARING ON VIRGIN SOIL. (TYPICAL FOR Drawn By: Edward Koenig TWO 27'- 0" 20'-111 4" POURED CONCRETE FLOOR SLAB WITH 6" - - - - - 04 08 X 6 W1.4 X W1.4 W.W.F. ON 6 MIL CONCRETE Architects Seal O RATED POLY VAPOR BARRIER OVER 4" • cU I I I 1 I COMPACTED CRUSHED GRAVEL. I I O I I 14 4" POURED CONCRETE FLOOR SLAB WITH 6" ^ R � I I I I X 6 W1.4 X W1.4 W.W.F. OVER 4 BP WITH SQUARE WASHER(UPLIFT 09 COMPACTED CRUSHED GRAVEL. PITCH ANCHOR BOLT-SEE FOUNDATION DETAIL I ( I I I I FLOOR SLAB 1/8 PER FOOT TOWARDS t �, d = GARAGE DOORS. .041 8' X 16 POURED CONCRETE PIER, i FOR SIZE AND SPACING) I ' 10 0 O I <;> I I CONTINUOUS FROM FLOOR TO WITHIN 12" NOTE: OTHER CONNECTORS, WIND I I d �* W OJ I OF FLOOR JOISTS(VERIFY IN FIELD STRAPPING,AND HOLD DOWNS NOT o I O REQUIRED CLEARANCE FOR SELECTED SHOWN I I _J xO PROP ;;D CELLAR 11 0 I 09 BEAM OPTIONS AND ADJUST AS REQUIRED), •+A 11 11 11 OVER 16 X 24 X 10 POURED CONCRETE - N I I I I PAD BEARING ON VIRGIN SOIL C%H 25 x 4" STEP DOWN INTO GARAGE �C✓ .._ . . 11'-10" 10'-4" 5'-11" 8 20'-4" 10 1 0 12 2"X 12" P.T. STRINGER @ 16" O.C. F- - - CARMELHILL (A)TYRICALANC;HnR OLT DETAII __ I . r l r I „ 1, ' I APPLY TAR FOUNDATION WATER PROOFING- - 11-7/8" LVL B AM R 2) -3/4"X 11-7/8' LVL BEAM OR (2, 1-63/4 X 11. 7�8 (3) 1_3/4 X 11-7/8 LVL B AM ITH 2)3/4 STEEL FLITCH PLATES I AND MOISTURE BARRIER TO EXTERIOR OF NOT TO SCALE - STEEL BE M W X 12 STE L BEAM �- LVL BEAM OR-1— —iBBOLTED WITH 1/2" IA. B LTS @ 1'-6"O.C. "STAGGERE "OR _ L 13 FOUNDATION WALL BELOW GRADE IN L - J L WlOX12STEE W10X30STEEL6 AM [— I 0 ARCHITECTS r EAM COMPLIANCE WITH RCNYS SECTION R406.2. I I I I I I d I 1 I I 2 X 36 R-10 PERIMETER RIGID FOAM CU _ INSULATION BOARD "FORMULAR 150"AS D DOUBLE JOIST O A-11 I 1 1 1 10 O_ HEADER bo = 0 = I I I I 14 MFG'D. BY OWENS CORNING EXTENDING TO M = I I I I O '� ti O `r° I ( I I r B TOP OF SLAB IN COMPLIANCE WITH SECTION v 05 r; 06 07 LL _ r` A-10 RN1102.2.10 #CS20 1-1/4"X 20 GAUGE STEEL COILED STRAP LL @> >I I I WRAPPED UNDER SILLAND OVER STUD WITH 12" 1 0 ( v Q X I I I 3 15 BEAM POCKET(TYPICAL FOR FIVE) MIN. STUDS BEARING _ x S2 M w _ 0 - 1 F_ � m CV -' I I I ( SIMPSON DTT2Z LATERAL CONNECTOR N ° w M II L > I (MINIMUM OF 2 SETS ARE REQUIRED, EACH ALL STRAPPING TO BE INSTALLED 16"O.C. I •: - I —m L2It 1-+3/4',X 011R-718 - - 2 1-3/4_X 11-rI/8" I(3) 1_3/4"X 11-7/8" BEA ITH 2)3/4"STEEL FLITCH PLATES - _ 16 SET WITHIN 24"OF EACH END OF DECK). SEE UNLESS OTHERWISE NOTED 3 1 /4 X 11-7/8_LVL BEA OR gg VL BEAM OR BOLTED WITH 1/2" DIA. BO TS @ 1'-6"O.C. "ST GGERE "OR DTL.23/A-14 - I - 10TX 1 STEEL � _W10 X 12 STEL B IW10 X 39 STEEL BEAM I I I 8"X 8" P.T. POST OVER 12" DIA. POURED iv W1 X 12 STEEL BEAM 0 - - ACONTINUOUSLY CONNECTED PATH MUST BE - I BEAM LU J I I I I CONCRETE PIER BEARING ON V-6"X V-6"X PROVIDED FROM THE STUD TO THE GIRDER 3.211 I 15 L XI— J �I - - - - - 1 17 10" POURED CONCRETE PAD BEARING ON WWW.C/'�RMELHI LL.COM BELOW. VIRGIN SOIL T-0" DEEP MIN. ° I I - 13 2"X 12" PRESSURE TREATED LEDGER BEAM 1 18 BOLTED TO STRUCTURE WITH 1/2" DIA. GALV. ° ° ALL STRAP STOCK NUMBERS SHOWN ARE FROM � ti � - `� Architecture Firm: "SIMPSON STRONG TIE CONNECTORS" U U - 1'-6" O.C. "STAGGERED". � O v CO - - � O 20 I I 12" POURED CONC. "TRENCH"STAIR CSA R M E I H I I I ARC;H I T F CTS 0 - I I - - - 0 = FOOTING T-0" DEEP MIN. POURED TO NOTE:ANCHOR BOLT NOT SHOWN ( :." I 0 `r° -� - O - I I `� Os GRADE, 3500 PSI AT 28 DAYS MIN., BEARING EDWARD KOENIG - R.A., A.I.A. @� 19 ON VIRGIN SOIL WITH (1)#5 REBAR AT TOP O AND (2)#5 REBAR AT BOTTOM. OUTER 415 LAKE AVENUE SOUTH c2 DOUBLE JOIS co I I REBAR TO BE CONTINUOUS AT CORNERS. NESCONSET, NY 11767-1848 TYPICAL NI U DS I L L TO FOUNDATION I .: 1 11'-10" N I 6'-5" I IHEAD4'0" I 12'-7" NER 13'-7" I I REBAR CONCRETE COVERAGE TO BE 3" MIN. 631-277-3337 9 WALL CONNECTION DETAIL 8"X 16" POURED CONCRETE PIER OVER 16° website: www.CARMELHILL.com ' ( 20 X 24"X 10" POURED CONCRETE PAD A-6 NOT TO SCALE I I - BEARING ON VIRGIN SOIL Email: CARMELHILLI6@gmail.com 1- - - - - - - - - - - - - PORCH SLAB-4 POURED CONCRETE FLOOR S2) 1-3/4"X 11-7/8" LVL BEAM I I SLAB WITH 6"X 6"W1.4 X W1.4 W.W.F. ON r - - -- - - - - - - - - r 21 OVER 4" COMPACTED CRUSHED GRAVEL I - - - - - - - - - - - I o - ( I OOT AWAY FROM Project Title: - - �M,stW ,.111, - - - - - - - - - - - --I N SLOPED 1/8" PER F `'' ;1,i I,I I x �? I I STRUCTURE. « �, ! ['yf!'1'I` '; ( STHD14RJ (UPLIFT CONNECTOR) 1 ;` 1 1 .:''. I ( - O TOSCANO RESIDENCE llil t+ , It�; ; EMBEDDED 14" INTO CONCRETE 21 r 22 LINE OF STAIRS ABOVE x O ' TOM & CAROLINE TOSCAN I I STOOP ARMS-8" POURED CONCRETE 610 JACKSONS LANDING ,. . „. (TYPICAL AT CORNERS OF BUILDING Nalls are countersunk for � � `" — — — — — — — — — — — — — — — " P P ) 12'-1I I I I FOUNDATION WALL 3500 PSI AT 28 DAYS MIN. N� a low-profile strap surface. AND AT ENDS OF SHEARWALLS 'n " 8" 9'-11" 8" 11'-6" 14'-11" WITH#5 REBAR HORIZONTAL AT TOP OF MATTITUCK, NY 11952 M FOUNDATION WALL AND CONTINUOUS AT 917-440-0916 • E ,aoe.aun•, __ _ A CONTINUOUSLY CONNECTED PATH I `' I CORNERS OVER 16"X 8" POURED CONCRETE MUST BE PROVIDED FROM THE STUD TO ' in <9> 23 DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 - _ � FOOTING 3500 PSI AT 28 DAYS MIN.WITH (2) THE CONCRETE FOUNDATION BELOW. - - j r�au�a o II #5 REBAR BEARING ON UNDISTURBED ►.... 9�/2" 22 VIRGIN SOIL. REBAR CONCRETE COVERAGE ALL STRAP STOCK NUMBER N 23 Embedmentine ✓ -�� FROM "SIMPSON STRONG TIE I- - - TO BE 3" MIN.. Sheet Title (Top of ;" td�= i !• CONNECTORS" L� — — J Concrete) ,'Y' �,!. SER ,, .- = _ , „ , „ F U N DATION PLAN ljr,,f r I .i g :'= 12'-0 3-2 5-0 3-2 26-5 J / NOTE:ANCHOR BOLTS NOT SHOWN Sion, •s+,.— t_f3" .Y- "w •• \�""`_. x ': �..hh 49-911 I�-.—•.._1 1 :'-~ _ ."-...,may k� t A F Drawing No. A-12 STHD14RJ RIM JOIST APPLICATION (A)TYP. FOUNDATION TIE-DOWN METHODFOUNDATION PLAN5NOT TO SCALE SCALE: 1/4"= V-0" AF lk Copyright of Architectural Drawings-These plans are protected by DOOR SCHEDULE I f I I t I I Ifederal law and are subject to copyright protection as an 3D "architectural work"under section 102 of the copyright act, 17 ID# EXT. WIDTH HEIGHT DESCRIPTION HEADER HEADER TYPE MANUFACTURER CODE U.S.A. as amended December 1990 and known as Architectural ELEV. Works Copyright Protection Act of 1990.These drawings are ANDERSEN DOUBLE HUNG WINDOWFINISHED FLOOR provided as an instrument for construction for the construction 01 11 24 " 80 " PCOKET DOOR 2X6X53" (2) LUMBER MASONITE OPENING CONTROL DEVICE PART — — — — - project at the address shown on the title block of the drawings and #9021975 OR EQUAL IN COMPLIANCE iv LEVEL they may not be used for any project other than that listed at the _ _ TOP OF WITH SECTION R312.2.2 OF 2020 RCNYS PLATE address shown on the title block Without the written consent and 135 compensation of the architect.This protection includes but is not 02 24 " 80" SWING 2X6X29"(2) LUMBER MASONITE E limited to the overall form as well as the arrangement and ANDERSEN CASEMENT WINDOW U L U composition of spaces and elements of the designs. Under such ao OPENING CONTROL DEVICE PART protection, unauthorized use of these plans,work or home #9051541 OR EQUAL IN COMPLIANCE IN V o represented, can legally result in the cessation of construction or 03 30" 80" SWING 2X6X35" (2) LUMBER MASONITE WITH SECTION R312.2.2 OF 2020 RCNYS buildings being seized and/or monetary compensation to Carmelhill io Architects and/or Edward Koenig. 04 IM4811 80 " GLASS FRENCH DOOR SWING BIPART 2X8X53" (2) LUMBER MASONITE OR WINDOWS SILLS 24" OR LESS AFF AND - JELDWEN GREATER THAN 72"ABOVE EXTERIOR ADJACENT GRADE OR OTHER EXTERIOR NO. DESCRIPTION DATE SURFACE REQUIRE WINDOW OPENING FINISHED FLOOR 05 00 30" 80" POCKET DOORS 2X6X65"(2) LUMBER MASONITE LEVEL 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 PROTECTION IN COMPLIANCE WITH NO WINDOW OPENING SECTION R312.2 OF 2020 RCNYS GUARD REQUIRED FOR 2 ISSUED FOR CONSULTING. 3-16-20 06 3611 80" ENTRY SWING 2X6X41" (2) LUMBER THERMATRU OR INDOW SILLS HEIGHT B REVISED ALL CODE REFERENCES TO 2020 6-1-20 JQ313 JELDWEN GREATER THAN 24"AFF CODES. oa — — — — — — — — — — — — — — — __ — — — — — — — — FINISHED GRADE 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 07 0� 30 " 80" SWING 2X6X35"(2) LUMBER MASONITE — — — — — — — — — — — — — — — — — — — — — — — — — — — 5 REVISED WETLANDS COVERAGE 10-2-20 WWII CALCULATIONS. a 00 08 0 00 60 " 8011 BIPASSING SLIDER 2X8X65" (2) LUMBER MASONITE 1RINDQW GUARD ELEVATION 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 AND DRY STACK RETAINING WALL ELEVATION A-7 SCALE: 1/4" = V-0" (S-2) REVISED PER BOARD OF TRUSTEES 1-5-21 09 2411 80" SWING 2X6X29"(2) LUMBER MASONITE 1 F 2 RECOMMENDATIONS. 50 FOOT NON-TURF E C BOUNDARY ADDED,CHANGED SEPTIC TO LOW BB Q NITROGEN I/A OWTS,AND ADDED FOOTPRINTS 10 3011 8011 SWING 2X6X35" (2) LUMBER MASONITE CONSTRUCTION PLAN KEYNOTES OF ADJACENT HOMES. RESUBMITTED FOR NO. NOTE TRUSTEES REVIEW AND APPROVAL. W w BLIND FLASH ALL INTERSECTIONS OF OOPO z 01 HORIZONTAL AND VERTICAL AS PER RCNYS 11 OOo�o o �� 4'-0" 2' 5" 2'-5" 2'-9" 4'-3" 3'-5'" 4'-11" 3'-5" 4'-5" 4'-8" 3'-5" 3'-5" 6'-3" _ PO 72 80 BIFOLD BIPART 2X10X77 (2) LUMBER MASONITE R903.2 7-7-7° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° 02 TIE DOWN. SEE DTL. 10/A-5 12 �0 3011 8011 BIPASSING SLIDER 2X6X35" (2) LUMBER MASONITE a o EE DOORAND WIND SCHEDULES � ° ° FOR STIR CTURAL HE DER SPECIFI AT ONS 03 24"WIDE DROP DOWN ATTIC STAIRS 06 ° 00 13 0� 30" 8011 SWING 2X6X35" (2) LUMBER MASONITE 7. ENCLOSURE OVER 6"X COLONIAL COST. UMN uullll ERFIY 08 a, °4 REQUIRED COLUMN HEIGHT IN FIELD 00 BEFORE ORDERING OR CUTTING TYPICAL 14 Vll 1811 8011 SWING 2X6X23"(2) LUMBER MASONITE a0 ull o o 05 PROVIDE CLOSETS WITH WIRE SHELF AND — — — — — — —� COAT ROD. (2)2" 10" P.T. DECKING ASSEMBLY-6"TREX DECKING 15 2411 8011 SWING 2X6X29" (2) LUMBER MASONITE o ° W SPACED WITH ONE 12D NAIL OVER 2"X P.T. ° I 0FF I 06 DECK JOIST(SEE CONSTRUCTION PLAN FOR u ° W SPECIFICATION). 16 1 2411 8011 SWING 2X6X29" (2) LUMBER MASONITE ° SIMPSON DTT2Z LATERAL CONNECTOR a11a o ( X Cl) 11 07 07 (MINIMUM OF 2�SETS ARE REQUIRED, EACH SET WITHIN 24 OF EACH END OF DECK). SEE 17 �� 30" 80" SWING 2X6X35"(2) LUMBER MASONITE 02 N O 02 DTL. 23/A 14 fill 1 8 9 18 �, 9 I I I I I I 6 I I I I i 30 08 LINE OF DECK ABOVE SHEAR_WALL O _ — HEA WALL____�� 18 Full60 " 80" FRENCHWOOD GLASS SLIDER 2X8X65"(2) LUMBER ANDERSEN FWG5068 L A LINE — Z"�r 2"X 8" LEDGER BEAM BOLTED TO CAD File Name: TOSCANO REVISED 7.1ayout \ / 09 STRUCTURE WITH 1/2" DIA. @ V-6"O.C. prawn By: Edward Koenig "STAGGERED". oa 11'-11" \ / I m WALLS AND CEILING SURROUNDING 19 �� 30 " 80" SWING 2X6X35" (2) LUMBER MASONITE \ \ / 3 -7 T 10 FURNACE AND HOT WATER HEATER TO ,Architect's Seal uu \ / I RECEIVE 5/8"TYPE "X" GYPSUM BOARD, \ / TAPED AND SPACKLED. 20 72 " 80 " BIPASSING SLIDER 2X10X77" (2) LUMBER MASONITE oo / I 2"X 10" PRESSURE TREATED LEDGER BEAM 11 BOLTED TO STRUCTURE WITH 1/2 DIA. GALV. r w0) x PROPOSED STUDY-FAMIL(ROOM ..... aBBB - - - - - - - - - - - \ / r— T — � I u� 1 6 O.C. "STAGGERED". d \ I PROVIDE LINEN CLOSET WITH ADJUSTABLE r' 21 6011 8011 BIPASSING SLIDER 2X8X65" (2) LUMBER MASONITE O \ / I p I I 05 12 WIRE SHELVES ON WALL MOUNTED �� 7F O \ / to O ' 1 _ J STANDARDS. / ®m� O� r `r � I PROPOSED KITCHEN I ° O PROVIDE 1/2" MELAMINE ADJUSTABLE ` �� ,� u_ Ud w 13 22 �� 48 80 BIPASSING SLIDER 2X8X53 (2) LUMBER MASONITE I I - _ _ J I I SHELVES ON WALL MOUNTED STANDARDS. NdCEILING JO1S S 17 1 X /OPEN TO ABOVE PROVIDE FALL PROTECTION: 36" HIGH VINYL jl�Baia O / ( ) \ I X p ---- -- RAILING WITH TOP AND BOTTOM RAILS AND23 Donn 60 " 80" BIPASSING SLIDER 2X8X65" (2) LUMBER MASONITE N NDOUBLE014 VERTICAL SPINDLES. (MAXIMUM CLEAR WALL OPENING TO BE LESS THAN 4"). OVEN <8> 5 TIE DOWN. SEE DTL. 1/A-8 24 36 " 80" DOORWAY 2X6X41" (2) LUMBER / \ \ _ (2)2 jX 4" POST N EACH SIDE \ I 'T �® 7 , 1 , 05 _ _ _ ,_ I 13 I CARMELHILL 25 �® 36" 8011 SWING 2X6X41" (2) LUMBER MASCNITE 3y )E 1( ' \�_ r- BEAM as � 11A 01 03 J (FLUS 0 ARCHITECTS 27 flD 30" 80 " BIPASSING SLIDER 2X6X35" (2) LUMBER MASONITE � � � _ I 40 � � O U QD D 9 o F- O CLOSET p io � � o — — — . A-11 Off. � - pc 28 30" 80" FINISHED GYPSUM BOARD OPENING 2X6X35"(2) LUMBER �? W w- o � P g 11 09 1 �I (6)2"X 4" POST X � I 13 co A-10 F' 0 EACH SIDE - O PROP SED BATH#2 C14 W LL LAUNDRY ~ �7 5 1-3/4"X 9-1/4" LVL BEAM LUSH O 43 29 6011 80 " FRENCHWOOD GLASS SLIDER 2X8X65"(2) LUMBER ANDERSEN FWG5068 R — o CHUTE —� — O ® m �, I (2) 1-3/4"X 9-1/4' LVL BEAM WITH (1) _ `o 3 2"X 10" BE 3/4" STEEL FLITCH PLATE BOLTED I o 30 14" 80" ENTRY DOOR SIDELITE 2X6X19"(2) LUMBER THERMATRU OR (FLUSH) — WITH 1/2" DIA. BOLTS @ V-6" O.C. 2_'X 10" 46 � JELDWEN — — "STAGGERED" (FLUSH) BEAM (2)2"X 4" POST/' (FLUSH) 31 ®® 108" 84" INSULATED SECTIONAL OVERHEAD (2) L4"X 4"X 1/4" (2)STEELANGLE LINTEL _ U EACH SIDE 14'-0° I www.CARM E LH I LL.COM 3 — PROPOSED DINING0-10 (2) L8 X 6 X 9/16" (2)STEEL — 0 io O F= 32 108 84 INSULATED SECTIONAL OVERHEAD O O CO Architecture Firm: LONG LEG UP ANGLE LINTEL -� � (0 O � d SII _ _ = oU n, CARME1_HII_I_ ARCHITECTS 0 34 96 -1 80' FRENCHWOOD GLASS SLIDER 2X12X101" (2) LUMBER ANDERSEN FWG8068 L O IY —� — F-- x o 04 I- x 0 0 EDWARD KOENIG - R.A., A.I.A. U_ @� PROPON 0 Y 415 LAKE AVENUE SOUTH 37 72" 8011 FRENCHWOOD GLASS SLIDER 2X10X77" (2) LUMBER ANDERSEN FWG6068 L b) HEADER 0 NESCONSET, NY 11767-1848 ® x - 0 w 631-277-3337 ao 11'-11" iv 10'-0" 24 12'-0" w 14'-0" Website: www.CARMELHILL.com 38 N 30 " 8011 SWING 2X6X35"(2) LUMBER MASONITE X o Email: CARMELHILL16@gmail.com — 04 SHEAR_WALL _ _ _ _ _ _ _ _ _ _ _ _ SHE R WALL 39 FRI 3211 8011 SWING 2X6X37"(2) LUMBER MASONITE BLINE �6 LINE — Piroject Title: 8 5 14 1 20 0 02 09 ° TOSCANO RESIDENCE 40 24" 8011 SWING 2X6X29" (2) LUMBER MASONITE O O ° a~ ° 02 °2 _ TOM & CAROLINE TOSCANO 02 14 PROPOSE Rro ENTRY ° - - - 610 JACKSONS LANDING X 42 9611 80 " DOORWAY 2X12X101" (2) LUMBER 04 o N �' 0 1 7 02 M/IATTITUCK, u u (3)2"X 10"BEAM NY 11952 917-440-0916 DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 43 1 2411 8011 SWING 2X6X29" (2) LUMBER MASONITE — — Sheet Title 44 0 1411 8011 ENTRY DOOR SIDELITE 2X6X19" (2) LUMBER THERMATRU OR — — — JELDWEN 6'-5" 6'-3" 5' — — —5' 4'-8" 3'-4" 4'-2" 5'-10" 3'-4" 5'-10" FIRST F L O O R 00 49'-9" 45 0a 3011 80 " SWING 2X6X35" (2) LUMBER MASONITE -CONSTRUCTION PLAN. uullll ¢ Q BB 46 30 " 80 " POCKET DOOR 2X6X65" (2) LUMBER MASONITE QI QI wZ E A F ww �� UI_, A-12 A-10 A-12 U�� 48 11 2411 80" SWING 2X6X29" (2) LUMBER MASONITE 0 O Drawing No. u FIRST FLOOR CONSTRUCTION PLAN SCALE: 1/4"_ "4" Copyright of Architectural Drawings-These plans are protected by WINDOW SCHEDULE federal law and are subject to copyright protection as an 3D ID# EXT. WIDTH HEIGHT DESCRIPTION HEADER HEADER TYPE MANUFACTURER TEMPERED CODE architectural work"under section 102 the copyright act, 17 U.S.A. as amended December 1990 and known as Architectural ELEV. Works Copyright Protection Act of 1990.These drawings are THE CONSTRUCTION TYPE provided as an instrument for construction for the construction " " DESIGNATION SHALL BE"I", II , "III", "IV", project at the address shown on the title block of the drawings and 01 38 1/8" 56 7/.8" DOUBLE HUNG 2X6X41 5/8" (2) LUMBER ANDERSEN TW3046 OR"V"TO INDICATE THE they may not be used for any project other than that listed at the I• A35 (SHEAR CONNECTOR-TYP.) 6„ CONSTRUCTION CLASSIFICATION OF address shown on the title block without the written consent and THE STRUCTURE UNDER SECTION 602 compensation of the architect.This protection includes but is not 02 ® 48 1/2" 21 " AWNING 2X8X52" (2) LUMBER ANDERSEN AN41 , • MTS12 (UPLIFT CONNECTOR) OF THE BCNYS limited to the overall form as well as the arrangement and (TYPICAL AT EACH JOIST) composition of spaces and elements of the designs. Under such ro MTS12 (UPLIFT CONNECTOR TYPICAL AT REFLECTIVE RED protection, unauthorized use of these plans,work or home 03 38 1/8" 56 7/8" DOUBLE HUNG 2X6X41 5/8" (2) LUMBER ANDERSEN TW3046 PS418 (UPLIFT CONNECTOR) ® EACH LAPPED JOIST) PANTONE#187 represented, can legally result in the cessation of construction or ® buildings being seized and/or monetary compensation to Carmelhill ® ALL STRAP STOCK NUMBERS PS418 1/2"WIDE STROKE Architects and/or Edward Koenig. 04 ® ALL 60 3/8" 72 3/8" PICTURE WINDOW 2X8X63 7/8"(2) LUMBER ANDERSEN YES P5060 SHOWN ARE FROM"SIMPSON ® REFLECTIVE WHITE FIELD STRONG TIE CONNECTORS" ® STRAPPING TO BE INSTALLED 16"O.C. ® UNLESS OTHERWISE NOTED DESIGNATION FOR STRUCTURAL NO. DESCRIPTION DATE 05 26 5/8" 36 7/8" DOUBLE HUNG 2X6X30 1/8" (2) LUMBER ANDERSEN TW20210 ALL STRAPPING TO BE INSTALLED ALL STRAP STOCK NUMBERS SHOWN ARE TYPE THAT ARE OF TRUSS TYPE CONSTRUCTION 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 16 O.C. (UNLESS OTHERWISE FROM "SIMPSON STRONG TIE NOTED) CONNECTORS" "F" FLOOR FRAMING, INCLUDING 2 ISSUED FOR CONSULTING. 3-16-20 GIRDERS AND BEAMS 0624 7/8" 21 " AWNING 2X6X28 3/8" (2) LUMBER ANDERSEN AN251 "R" ROOF FRAMING 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 DECK JOIST TO BEAM DECK JOISTS LAPPED "FR" FLOOR AND ROOF FRAMING CODES. 07 ® 245/8" 171/2" AWNING 2X6X28 1/8" (2) LUMBER ANDERSEN AR21 1 CONNECTION DETAIL 2 OVER BEAM DETAIL @�TRUSS INFORMATION SIGN 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 NOT TO SCALE '`- NOT TO SCALE SCALE: 3" = V-0" 5 REVISED WETLANDS COVERAGE 10-2-20 CALCULATIONS. 08 38 1/8" 56 7/8" DOUBLE HUNG 2X6X41 5/8" (2) LUMBER ANDERSEN TW3046 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 AND DRY STACK RETAINING WALL ELEVATION (S-2) 09 1111111 60 3/8" 72 3/8" PICTURE WINDOW 2X8X63 7/8" (2) LUMBER ANDERSEN YES P5060 7 REVISED PER BOARD OF TRUSTEES 1-5-21 3 4 RECOMMENDATIONS.50 FOOT NON-TURF E C F BOUNDARY ADDED,CHANGED SEPTIC TO LOW QI A-12 A-11 A-12 QI NITROGEN I/A OWTS,AND ADDED FOOTPRINTS 10 26 5/8" 48 718" DOUBLE HUNG 2X6X30 1/8" (2) LUMBER ANDERSEN TW20310 OF ADJACENT HOMES. RESUBMITTED FOR TRUSTEES REVIEW AND APPROVAL. WIw ww 11 38 118" 56 718" DOUBLE HUNG 2X6X41 5/8" (2) LUMBER ANDERSEN TW3046 �Iz �I� 12 � � 38 1/8 56 7,8 DOUBLE HUNG 2X6X41 5/8 (2) LUMBER ANDERSEN TW3046 CONSTRUCTION PLAN KEYNOTES I I NO. NOTE BLIND FLASH ALL INTERSECTIONS OF 13 38 1/8" 56 7,18" DOUBLE HUNG 2X6X41 5/8"(2) LUMBER ANDERSEN TW3046 01 HORIZONTAL AND VERTICAL AS PER RCNYS 49'-9" R903.2 02 TIE DOWN. SEE DTL. 10/A-5 14 22 1/8" 56 7/8" DOUBLE HJNG 2X6X25 5/8"(2) LUMBER ANDERSEN TW1846 6'-6" Id 9'-4" 11'-9" 8'-5" 5'-5" 5'-5 2'-11" 03 24"WIDE DROP DOWN ATTIC STAIRS 15 26 5/8" 48 7/8 " DOUBLE HUNG 2X6X30 1/8" (2) LUMBER ANDERSEN TW20310 ° 10"X 10" DECORATIVE COLONIAL COLUMN 06 ENCLOSURE OVER 6"X 6" P.T. POST. VERFIY SEE DOOR AND WINDOW CHEDULES 04 REQUIRED COLUMN HEIGHT IN FIELD FOR STRUCTURAL HEADER SPECIFICATIONS ° 16 ® 22 1/8" 36 7/8" DOUBLE HUNG 2X6X25 5/8"(2) LUMBER ANDERSEN TW18210 ° BEFORE ORDERING OR CUTTING TYPICAL <0> 5 PROVIDE CLOSETS WITH WIRE SHELF AND COAT ROD. 17 ® 26 5/8" 36 7/8" DOUBLE HUNG 2X6X30 1/8" (2) LUMBER ANDERSEN TW20210 15 14 15 DECKING ASSEMBLY-6"TREX DECKING SPACED WITH ONE 12D NAIL OVER 2"X P.T. 15 24 4 9 34 06 DECK JOIST(SEE CONSTRUCTION PLAN FOR CAR WALL — _ HEA WALL _ SPECIFICATION). 19 42 1/8" 56 7/8 " PICTURE 2X6X45 5/8"(2) LUMBER ANDERSEN DHP3446 LINE LINE _ SIMPSON DTT2Z LATERAL CONNECTOR CAD File Name: TOSCANO REVISED 7.layout )k K07 (MINIMUM OF 2 SETS ARE REQUIRED, EACH Drawn By: Edward Koenig 11'-11" 18'-0" 18'-4" SET WITHIN 24"OF EACH END OF DECK). SEE 20 22 1/8" 56 7/8" DOUBLE HUNG 2X6X25 5/8"(2) LUMBER ANDERSEN TW1846 DTL.23/A-14 Architect's Seal K LINE OF DECK ABOVE WO 21 38 1/8" 56 7/8" DOUBLE HUNG 2X6X41 5l8" (2) LUMBER ANDERSEN TW3046 c> ifl 2"X 8" LEDGER BEAM BOLTED TO a, U — 09 STRUCTURE WITH 1/2" DIA. @ V-6" O.C. _ O UB �' "STAGGERED". -;E " DOUBLE HUNG 2X6X41 5/8" 2 LUMBER ANDERSEN TW3046 0 C° W O v - WALLS AND CEILING SURROUNDING F� ... 22 38 1/8 56 7/8 O w - FURNACE AND HOT WATER HEATER TO } O H co OPEN BELOW io 10r io U) c- r PROPOSED MASTER BDRM #2 co O RECEIVE 5/8"TYPE "X"GYPSUM BOARD, TAPED AND SPACKLED. c: I�Iffl 23 38 1/8" 56 7/8" DOUBLE HIUNG 2X6X41 5/8" (2) LUMBER ANDERSEN TW3046 I o U) 2"X 10" PRESSURE TREATED LEDGER BEAM 1 , 11 BOLTED TO STRUCTURE WITH 1/2" DIA. GALV. / - V-6" O.C. "STAGGERED".00 O U_ = 2"X 4" STRONGBACK n PROVIDE LINEN CLOSET WITH ADJUSTABLE 24 26 5/8" 48 i'/8" DOUBLE HUNG 2X6X30 1/8" (2) LUMBER ANDERSEN TW20310 -' O c0 c0 12 WIRE SHELVES ON WALL MOUNTED El O O Z (CONTINUOUS) z Z J J 12 STANDARDS. 23 -' o o U U 13 PROVIDE 1/2" MELAMINE ADJUSTABLE 25 ' 38 1/8 " 56 7/8" DOUBLE HUNG 2X6X41 5/8" (2) LUMBER ANDERSEN TW3046 - — — — co co- SHELVES ON WALL MOUNTED STANDARDS. o — X _ 05� � � PROVIDE FALL PROTECTION: 36" HIGH VINYL(V 00CV f— � � 26 32 1/8" 48 7/8" DOUBLE HUNG 2X6X35 5/8" (2) LUMBER ANDERSEN TW26310 _ 13 RAILING WITH TOP AND BOTTOM RAILS AND Eo 17 28 14 CARM E L H I L L VERTICAL SPINDLES. (MAXIMUM CLEAR o ❑ ❑ ❑ ❑ ❑ ❑ ❑ n ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I r �� OPENING TO BE LESS THAN 4"). _ ARCHITECTS - - - � � - - - -, 03 27 46 1/8" 48 7/8" DOUBLE HUNG 2X6X49 5/8" (2) LUMBER ANDERSEN TW38310 O 10 2"X 12" RIDGE _ _ s 15 TIE DOWN. SEE DTL. 1/A-8 l I o D 0 15 Xcn L- - - -� 21 I 12 27 r I `� A-11 �, - w co 28 26 5/8" 48 7/8" DOUBLE HUNG 2X6X30 1/8" (2) LUMBER ANDERSEN TW20310 hu 6 N ❑I��❑i❑ ❑ ° ° ° ° ° ° 12 I I / 4.A-B10 _J— — — — — — 29 26 5/8 " 48 18" DOUBLE HUNG 2X6X30 1/8" (2) LUMBER ANDERSEN TW203101 R 1 T �' I — — — o ;UNDRY, U 08TE � 0 I� I, 19 05 O = 1-3/4" n-7 8" LVL 30 32 1/8" 48 7/8" DOUBLE HUNG 2X6X35 5/8" (2) LUMBER ANDERSEN TW26310 0� _ �j •-BEA — — o o O U LINEN 14 48 3 — - - - - ❑ _ _ N 22 45 w 31F1 B-1 247/8 " 21 AWNING 2X6X283/8" (2) LUMBER ANDERSEN AN251 C9 �� ° — �� WWW.CARMELHILL.COM z W ❑ W ❑ z Q�,Pj W w LL ° 2"X 4"STRONGBACK 33 ® 24 5/8" 21 ''' AWNING 2X6X28 1/8"(2) LUMBER ANDERSEN AN21 2 I p u_ o = (CONTINUOUS)00 0 p0� w �OO,�, U Architecture Firm: U o _ ,�+ �I �\ ti Q� l CARMELHILL I ARCHITECTS 35 ® 22 1/8" 36 7/8" DOUBLE HUNG 2X6X25 5/8" (2) LUMBER ANDERSEN TW18210 0 o, ❑ — it . o o 0 0 PRO / EO EDWARD KOENIG - R.A., A.I.A. ❑ ❑ ❑ ❑ ❑ °o 415 LAKE AVENUE SOUTH P 11'-11" +� h— O0 X 10'-0" — — 11'-9" 14'-3" — co 36 38 1/8" 56 7/8" DOUBLE HUNG 2X6X41 5/8" (2) LUMBER ANDERSEN TW3046 OOH w �,QO N F- -, , N NESCONSET, NY 11767-1848 I o - - - -- - - - 631-277-3337 10 x2"X 6" ROOF _ Website: www.CARMELHILL.com 37 38 1/8 " 56 7/8" DOUBLE HUNG 2X6X41 5/8" (2) LUMBER ANDERSEN TW3046 �-{y� x �9)� RAFTERS @ 16" O.C. C I Email: CARMELHILLI6@gmail.com 2 X 6 R.R. _ I 2 X 6 R.R. \ @ 16"O.C. `v @ 16"O.0 — -- in SHE R WALL D SHEAR WALL _ _ _ _ _ _ _ _ �_ _ 38 ® 36 1/2" 41 3/8" SINGLE 2X6X40" (2) LUMBER ANDERSEN CXW135 o-NE 37 ° 1 INE D Project Title: CASEMENT-HR 11 ❑ TOSC;ANO RESIDENCE 39 381/811 56 7/8 " DOUBLE HUNG 2X6X41 5/8" (2) LUMBER ANDERSEN TW3046 15 15 TOM & CAROLINE TOSCANO 610 JACKSONS LANDING ° MATTITUCK, NY 11952 ❑ ❑ ❑ ° 917-440-0916 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 0 0- LE❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 ALL WINDOWS TO BE ANDERSEN SERIES 400 WITH LOW E GLASS. 6-5" 11'-3" 4'-10" 4'-8" 3'-4" 4'-8" 2'-1" 10'-7" Sheet Title 49'-9" ' SECOND FLOOR CONSTRUCTION PLAN J JI >JI Q WIz E A L wIw Ti� A-12 A-10 A-12 c1J Drawing No. 0 SECOND FLOOR CONSTRUCTION PLAN A=7 SCALE: 1/4" = "-0" (28) 16d COMMON NAILS FOR FULL LENGTH Typical CS20 (UPLIFT CONNECTOR-TYPICAL @ CS20(UPLIFT CONNECTOR- Copyright of Architectural Drawings-These plans are protected by Yp CS 16"O.C.) TYPICAL @ 16" O.C.)WITH 12" federal law and are subject to copyright protection as an OF DOUBLE STUD{}, s aALL STRAPPING TO BE INSTALLED 16" MINIMUM BEARING ON STUDS "architectural work"under section 102 of the copyright act, 17 Floor-to-Floor Tie ALL STRAPPING TO BE INSTALLED 16" O.C. UNLESS OTHERWISE NOTED U.S.A. as amended December 1990 and known as Architectural (CMST requires Length Cutty A35F MIN.18 GAUGE PLATE CONNECTORS @ O.C. (UNLESS OTHERWISE NOTED) ALL STRAPPING TO BE INSTALLED Works Copyright Protection Act of 1990.These drawings are SIMPSON CMST14 Len9 12"O.C. MAX. SHEAR CONNECTOR EACH WALL STUD SHALL BE provided as an instrument for construction for the construction minimum ( ) r (LENGTH OF STRAP EQUAL TO DEPTH OF 2-2x studs) , 16"O.C. at the address shown on the title block of the drawings and - FLOOR JOISTS, FLOOR SHEATHING,AND CS20 COIL STRAP- UPLIFT CONNECTOR ON EACH WALLS STUD S.TALL BE CONNECTED TO THE GIRDER BELOW project 9 CONNECTED TO THE GIRDER BELOW WITH BY ANY OF THE STRAPS SHOWN they may not be used for any project other than that listed at the PLATES PLUS 52" EQUALLY SPACED t z> — EACH STUD WITH 12"MINIMUM BEARING ON EACH WALL STUD SHALL BE address shown on the title block without the written consent and BETWEEN FIRST AND SECOND FLOORS) 00 WITH BY ANY OF THE STRAPS SHOWN ABOVE.A CONTINUOUSLY CONNECTED EACH STUD (TYPICAL) ABOVE.A CONTINUOUSLY CONNECTED PATH MUST BE PROVIDED FROM THE CONNECTED TO THE GIRDER compensation of the architect.This protection includes but is not span ,,� BELOW WITH BY ANY OF THE limited to the overall form as well as the arrangement and - $nr PATH MUST BE PROVIDED FROM THE STUD TO THE GIRDER BELOW. g (28) 16d COMMON NAILS FOR FULL LENGTH Nails not I`! CI STUD TO THE GIRDER BELOW. STRAPS SHOWN ABOVE.A composition of spaces and elements of the designs. Under such OF DOUBLE STUD required in--4'', r ALL STRAPPING TO BE INSTALLED 16"O.C. CONTINUOUSLY CONNECTED PATH protection, unauthorized use of these plans,work or home q ✓" ALL STRAP STOCK NUMBERS SHOWN clear span ! ✓' ,.1 MUST BE PROVIDED FROM THE represented, can legally result in the cessation of construction or ALL STRAP STOCK NUMBERS SHOWN ARE FROM "SIMPSON STRONG TIE ® I STUD TO THE GIRDER BELOW. buildings being seized and/or monetary compensation to Carmelhill A CONTINUOUSLY CONNECTED PATH MUST ® �� ARE FROM "SIMPSON STRONG TIE '� CONNECTORS" BE PROVIDED FROM THE STUD TO THE ® 0 Architects and/or Edward Koenig. o o o 3u Iitl t GIRDER BELOW. CONNECTORS ALL STRAP STOCK NUMBERS CMST14 14GAUGE 1"rk' Leo�tl SHOWN ARE FROM SIMPSON ......f. Provid n. ;° ALL STRAP STOCK NUMBERS SHOWN ARE ® A35 (SHEAR CONNECTOR-TYPICAL) MTS12 (UPLIFT CONNECTOR ® STRONG TIE CONNECTORS" NO. DESCRIPTION DATE ° isle"end distanTYPICAL AT EACH LAPPED JOIST) 3/4'i for CS and CMST- /' _ FROM "SIMPSON STRONG TIE CONNECTORS" N MTS12 (UPLIFT CONNECTOR)(TYPICAL ® 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 31/e13/a' EQspecial fied nails n rn CMST14 Hole Pattern in each end AT EACH JOIST) PS418 LUS210 (TYPICAL AT EACH JOIST) 2 ISSUED FOR CONSULTING. 3-16-20 PS418 (UPLIFT CONNECTOR) PS418 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 TYPICAL SECOND FLOOR TO FIRST TYP. SECOND FLOOR STUDS TO FIRST WALL TO GIRDER CONNECTION FLOOR JOISTS LAPPED WALL TO GIRDER CONNECTION DETAIL CODES. Al- FLOOR TIE DOWN METHOD 2 FLOOR STUDS CONNECTION DETAILS 3 DETAIL JOISTS ABOVE BEAM @�OVER BEAM DETAIL 5 s=LUSH WITH BEAM 4 REVISED FOR ANDSCEW VE AND TEST HOLE. 9-23-20 9 A-9 ALE A-9 NOT TO SCALE NOT TO SCALE '°`-g NOT TO SCALE 5 REVISED WETLANDS COVERAGE 10-2-20 NOT TO SCALE NOT TO SC CALCULATIONS. 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 AND DRY STACK RETAINING WALL ELEVATION ROOF PLAN KEYNOTES (S-2) 5/4"X 6" P.T. DECKING NO. NOTE 7 REVISED PER BOARD OF TRUSTEES 1-5-21 FLUSH FRAMED BEAM. SEE 240#ARCHITECTURAL ASPHALT OR RECOMMENDATIONS. 50 FOOT NON-TURF FLOOR PLAN FOR BEAM FIBERGLASS ROOF SHINGLES OVER 30# STUD WALL ABOVE BOUNDARY ADDED,CHANGED SEPTIC TO LOW Z 01 ROOFING FELT ON 1/2"'CDX' PLYWOOD ROOF NITROGEN I/A OWTS,AND ADDED FOOTPRINTS 2"X P.T. LEDGER BEAM BOLTED TO SPECIFICATION SHEATHING NO ALTERNATIVES WILL BE I � ( OF ADJACENT HOMES. RESUBMITTED FOR EXISTING STRUCTURE WITH 1/2" DIA. I - 2"X FLOOR JOISTS CEILING JOISTS @ 16" O.C. ACCEPTED FOR PLYWOOD ROOF SHEATHING TRUSTEES REVIEW AND APPROVAL. GALV. BOLTS @ V-6"O.C. "STAGGERED" I o 1-1/4"X 20 GAUGE STEEL COILED STRAP CS20 COIL STRAP AS MFG'D. 02 CONTINUOUSLY VENTED ROOF RIDGE #GS20 AS MFG'D. BY SIMPSON (12" BY SIMPSON, EXTENDING 2'-0" 2'-0"TYPICAL LUS28 SIMPSON JOIST HANGER ��BEARING MIN.) 16"O.C.MIN. TO EACH SIDE OF BEAM 03 LINE OF WALL BELOW I I ® 2"X P.T. DECK JOISTS @ 16"O.C. 00PROVIDE REQUIRED FLASHING AT WALL TO ONE H2.5a STRAP EACH SIDE OF JOIST ROOF INTERSECTION WITH (3)8d COMMON NAILS @ EACH END ° DOUBLE 2"X P.T. RIM JOIST 6" OF STRAP AS MFG'D. BY SIMPSON ° ° 7 VALLEY FLASHING o ROOF TO RECEIVE SELF ADHESIVE ICE ® JOIST HANGER I 1-1/4"X 20 GAUGE STEEL COILED STRAP BARRIER FROM INSIDE EDGE OF EXTERIOR #CS20 AS MFG'D. BY SIMPSON (12" WALL TO 2'-0" UP ROOF IN COMPLIANCE WITH 2"X 12"P.T. STRINGERS t BEARING MIN.) 1/2"GYPSUM BOARD, SECTION R905.1.2 OF THE 2020 RCNYS. @ 16 O.C. BOARDS OVERLAPPING 06 EXTEND ICE BARRIER FOR CONTINUITY TO ALL STRAPPING TO BE INSTALLED BEAM WITH JOINTS FASCIA BOARD AND GUTTER ASSEMBLY. SEE JOIST HANGER TO 16" O.C. STAGGERED THERMAL AND MOISTURE SPECIFICATIONS (PLEDGER BEAM DETAIL 7 EXTERIOR STAIR STRINGER DETAIL 8 C;ANTILEVERFD FLOOR DETAIL 9 FLUSH BEAM STRAPPING DETAIL �U�ECKVINYLROOFDECKMEMBRANE A-9 = A-9 NOT TO SCALE A-9 SCALE: 1" = V-0" OVER FULL COVERAGE SHALL ROOF A-g NOT TO SCALE SCALE: 1-1/2 - 1 -0 07 UNDERLAYMENT FOR SHALLOW SLOPED ROOFS. SEE SHALLOW ROOF UNDERLAYMENT SPECIFICATION IN THERMAL AND MOISTURE PROTECTION SPECIFICATIONS. ROOM FINISH SCHEDULE CAD File Name: TOSCANO REVISED 7.1ayout ROOM NAME FLOORS FLOOR WALLS CEILINGS AREA Drawn By: Edward Koenig 12"X 12'' CERAMIC FLOOR TILE OVER BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT PROPOSED ENTRY THINSET OVER 1/2" DURAROCK BOARD 202 TO BE SELECTED BY OWNER WHITE 12 OZ. CARPET OVER PADDING, COLOR BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT Architect's Seal PROPOSED LIVING AND STYLE TO BE SLECTED BY OWNER 134 TO BE SELECTED BY OWNER WHITE 4"WIDE DRIFTWOOD STYLE CERAMIC PROPOSED FLOOR 1-ILE OVER THINSET OVER 1/2" BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT �� ( _ ' KITCHEN DURAROCK BOARD, FOAM 275 TO BE SELECTED BY OWNER WHITE `>\ � ' UNDERLAYMENT 3/4" OAK:FLOORING GRADE #1, STAINED t l� BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT CfJ PROPOSED DINING TWO COATS OF WATER BASED POLY, 227 TO BE SELECTED BY OWNER WHITEL tc. STAIN COLOR TO BE SELECTED 3/4" OAK:FLOORING GRADE #1, STAINED 06 PROPOSED GREAT BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT ROOM TWO COATS OF WATER BASED POLY, 261 TO BE SELECTED BY OWNER WHITE OLOR TO BE SELECTED �h / STAIN C PROPOSED STUDY 12 OZ. CARPET OVER PADDING, COLOR BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT T�T -FAMILY ROOM AND STYLE TO BE SLECTED BY OWNER 149 TO BE SELECTED BY OWNER WHITE PROPOSED 12"X 12" CERAMIC FLOOR TILE OVER BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT LAUNDRY THINSE-f OVER 1/2" DURAROCK BOARD, 31 TO BE SELECTED BY OWNER WHITE FOAM UNDERLAYMENT CERAMIC WALL TILE,TO BE SELECTED,42" UP - 12"X 12"CERAMIC FLOOR TILE OVER WALL, OVER GREEN BOARD (FULL HEIGHT TILE BENJAMIN MOORE, FLAT — PROPOSED BATH#1 THINSET OVER 1/2" DURAROCK BOARD, 23 OVER CONCRETE BACKER BOARD AT TUBS AND WHITE FOAM UNDERLAYMENT SHOWERS).TWO COATS BENJAMIN MOORE ARNI E LH I LL REGAL WALL SATIN FROM 42"TO CEILING CERAMIC WALL TILE,TO BE SELECTED,42"UP 03 12"X 12" CERAMIC FLOOR TILE OVER WALL, OVER GREEN BOARD (FULL HEIGHT TILE PROPOSED BENJAMIN MOORE, FLAT ARCHITECTS BATH#2 THINSET OVER 1/2 DURAROCK BOARD, 56 OVER CONCRETE BACKER BOARD AT TUBS AND WHITE FOAM UNDERLAYMENT SHOWERS). TWO COATS BENJAMIN MOORE REGAL WALL SATIN FROM 42"TO CEILING CERAMIC WALL TILE,TO BE SELECTED,42" UP PROPOSED 12"X 12"CERAMIC FLOOR TILE OVER WALL, OVER GREEN BOARD (FULL HEIGHT TILE BENJAMIN MOORE, FLAT BATH#3 THINSET OVER 1/2" DURAROCK BOARD, 63 OVER CONCRETE BACKER BOARD AT TUBS AND WHITE FOAM UNDERLAYMENT SHOWERS). TWO COATS BENJAMIN MOORE r 01 REGAL WALL SATIN FROM 42"TO CEILING CERAMIC WALL TILE,TO BE SELECTED,42"UP 12"X 12" CERAMIC FLOOR TILE OVER WALL, OVER GREEN BOARD (FULL HEIGHT TILE PROPOSED BENJAMIN MOORE, FLAT BATH#4 THINSET OVER 1/2" DURAROCK BOARD, 132 OVER CONCRETE BACKER BOARD AT TUBS AND WHITE i. FOAM UNDERLAYMENT SHOWERS).TWO COATS BENJAMIN MOORE REGAL WALL SATIN FROM 42"TO CEILING PROPOSED 12 OZ. CARPET OVER PADDING, COLOR 215 BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT - BDRM#1 AND STYLE TO BE SLECTED BY OWNER TO BE SELECTED BY OWNER WHITE PROPOSED 12 OZ. CARPET OVER PADDING, COLOR 243 BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT WWW. ARMELHILL.COM MASTER BDRM#2 AND STYLE TO BE SLECTED BY OWNER TO BE SELECTED BY OWNER WHITE PROPOSED 12 OZ. CARPET OVER PADDING, COLOR 151 BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT \ BDRM#3 AND STYLE TO BE SLECTED BY OWNER TO BE SELECTED BY OWNER WHITE I Architecture Firm: PROPOSED 12 OZ. CARPET OVER PADDING, COLOR 141 BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT 02 CARMELH I LL ARCHITECTS BDRM#4 AND STYLE TO BE SLECTED BY OWNER TO BE SELECTED BY OWNER WHITE I I 1- PROPOSED 12 OZ. CARPET OVER PADDING, COLOR BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT BDRM#5 AND STYLE TO BE SLECTED BY OWNER 134 TO BE SELECTED BY OWNER WHITE I EDWARD KOENIG - R.A., A.I.A. TOTALS: 1 12437 - 415 LAKE AVENUE SOUTH NESCONSET, NY 11767-1848 I631-277-3337 Website: www.CARMELHILL.com - Ii Email: CARMELHILL16@gmail.com I I I I Project Title: Vi I 05 I I TOSCANO RESIDENCE lI TOM & CAROLINE TOSCANO l 610 JACKSONS LANDING 9 . 1 I I MATTITUCK, NY 11952 - � I I � 917-440-0916 l I DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 I — \ N Sheet Title ROOF PLAN ROOF DECK BELOW 4 - 07 t Drawing No. ROOF PLAN SCALE: 1/4"= V-0" A=8 ELECTRICAL PLAN KEYNOTES Copyright of Architectural Drawings-These plans are protected by LIGHT AND VENTILATION CALCULATIONS LIGHT AND VENTILATION CALCULATIONS ROOM NAME: BEDROOM# ° °° ° °°° ° °° NO. NOTE federal law and are subject to copyright protection as an ° ° ° °°°° °° ° PROVIDE SMOKE DETECTORS, HARD WIRED architectural work' under section 102 of the copyright act, 17 ROOM NAME: STUDY WITH BATTERY BACK UP, IN EACH BEDROOM, U.S.A. as amended December 1990 and known as Architectural ROOM SIZE: 149.00 SF ROOM SIZE: 215.00 SF ° WINDOW CODE REQUIRED LIGHT: 11.92 SF REQUIRED VENTILATION: 5.96 SF WINDOW CODE REQUIRED LIGHT: 17.20 SF REQUIRED VENTILATION: 8.60 SF o PROPOSED DECK AND IN EACH COMMON HALLWAY ON EACH Works Copyright Protection Act of 1990.These drawings are o� TW3046 10.31 SF 6.2 SF TW3046 10.31 SF 6.2 SF FLOOR OF HOUSE. INTERCONNECT ALL provided as an instrument for construction for the construction D1=TECTORS SO WHEN ONE SIGNALS,ALL WILLroject at the address shown on the title block of the drawings and TW20310 5.26 SF 3.09 SF TW3046 10.31 SF 6.2 SF SIGNAL, IN COMPLIANCE WITH SECTION R314 hemay not be used for any project other than that listed at the TW20310 5.26 SF 3.09 SF TW3046 10.31 SF 6.2 SF AND R314.2.2 OF 2020 RCNYS,APPENDIX J. address shown on the title block without the written consent and TW20310 5.26 SF 3.09 SF TOTAL PROVIDED: 30.93 SF TOTAL PROVIDED: 18.60 SF PROVIDE CARBON MONOXIDE DETECTOR, HARD compensation of the architect.This protection includes but is not TOTAL PROVIDED: 26.09 SF TOTAL PROVIDED: 15.47 SF PASSES CODE: YES PASSES CODE: YES ❑ WIRED WITH BATTERY BACK UP, IN EACH limited to the overall form as well as the arrangement and PASSES CODE: YES PASSES CODE: YES COMMON HALLWAY ON EACH FLOOR OF HOUSE. composition of spaces and elements of the designs. Under such INTERCONNECT ALL DETECTORS SO WHEN ONE protection, unauthorized use of these plans,work or home SIGNALS,ALL WILL SIGNAL, IN COMPLIANCE WITH represented, can legally result in the cessation of construction or ' SECTION 915 OF 2020 RCNYS. buildings being seized and/or monetary compensation to Carmelhill LIGHT AND VENTILATION CALCULATIONS LIGHT AND VENTILATION CALCULATIONS N i Architects and/or Edward Koenig. ROOM NAME: LIVING ROOM ROOM NAME: BEDROOM#2 / 1 ROOM SIZE: 134.00 SF ROOM SIZE: 243.00 SF N r WINDOW CODE REQUIRED LIGHT: 10.72 SF REQUIRED VENTILATION: 5.36 SF WINDOW CODE REQUIRED LIGHT: 19.44 SF REQUIRED VENTILATION: 9.72 SF I II NO. DESCRIPTION DATE TW3046 10.31 SF 6.2 SF FWG6068L 34.30 SF 21.00 SF PROPOSED BDRM#4 OPEN BELOW 1 TW1846 4.98 SF 3.02 SF TW3046 110.31 SF 6.20 SF F / 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 DHP3446 12.56 SF 0.00 SF TOTAL PROVIDED: 44.61 SF TOTAL PROVIDED: 27.20 SF I I I � / I TW1846 4.98 SF 3.02 SF PASSES CODE: I YES PASSES CODE: YES 1 / , 2 ISSUED FOR CONSULTING. 3-16-20 TOTAL PROVIDED: 32.83 SF TOTAL PROVIDED: 12.24 SF t 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 PASSES CODE: YES PASSES CODE: YES � S° s° �� / � ELECTRICAL LEGEND CODES. SYM. DESCRIPTION - - R - \ - 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 °M i � BATH EXHAUST FAN -I 5 REVISED WETLANDS COVERAGE 10-2-20 ' CALCULATIONS. 9E °°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° - r - - - � BOWL SCONCE (TRIPLE) LIGHT AND VENTILATION CALCULATIONS ' 02 I 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 LIGHT AND VENTILATION CALCULATIONS - - - ROOM NAME: DINING ROOM ROOM NAME: - - ,,.,� ° _ - - - _ ROOM SIZE: 227.00 SF ROOM SIZE: 151.00 SF S� � � I I � AND DRY STACK RETAINING WALL ELEVATION OCO DETECTOR (S_2 ' \ ' s° 01 R ' CO ) WINDOW CODE REQUIRED LIGHT: 18.16 SF REQUIRED VENTILATION: 9.08 SF WINDOW CODE REQUIRED LIGHT: 12.08 SF REQUIRED VENTILATION: 6.04 SF R EI ( \ PROPOSED BATH#3 � 7 REVISED PER BOARD OF TRUSTEES 1-5-21 TW3046 10.31 SF 6.2 SF TW3046 10.31 SF 6.20 SF - I CAGED LANTERN SCONCE RECOMMENDATIONS.50 FOOT NON-TURF ° °Too ° Roo ° TW3046 10.31 SF 6.2 SF TW3046 10.31 SF 6.20 SF 31 � � - - _ _ - 3� TOTAL PROVIDED:120.62 SF I I TOTAL PROVIDED: 112.40 SF TOTAL PROVIDED: 20.62 SF TOTAL PROVIDED: 12.40 SF / BOUNDARY ADDED,CHANGED SEPTIC TO LOW PASSES CODE: YES PASSES CODE: YES PASSES CODE: YES PASSES CODE: YES - I NITROGEN I/A OWTS,AND ADDED FOOTPRINTS CEILING FAN OF ADJACENT HOMES. RESUBMITTED FOR ° DUPLEX TRUSTEES REVIEW AND APPROVAL. VE 5DLIGHT AND VENTILATION CALCULA-iIONS LIGHT AND VENTILATION CALCULATIONS ROOM NAME: GREAT ROOM ROOM NAME: BEDROOM#4 �,P DUPLEX(WEATHERPROOF) ROOM SIZE: 261.00 SF ROOM SIZE: 134.00 SF \WINDOW CODE REQUIRED LIGHT: 20.88 SF REQUIRED VENTILATION: 10.44 SF WINDOW CODE REQUIRED LIGHT: 10.72 SF REQUIRED VENTILATION: 5.36 SF R � �FWG5068L 18.52 SF 11.58 SF TW3046 10.31 SF 6.20 SF /ROPOSED BDRM#5 , ' o ® \ o a�v.ee GFI 36"AFF �I d� FWG5068L 18.52 SF 11.58 SF TW20310 5.26 SF 3.09 SF ° 4 P5060 25.7 SF 0.00 SF TW20310 5.26 SF 3.09 SF - - N ° PROPOSED BDRM#3 v R ° ° ° ° ° ° ° 1 1 j�tl.49 GFI -COUNTER-44"AFF TOTAL PROVIDED: 20.83 SF TOTAL PROVIDED: 12.38 SF P5060 25.7 SF 0.00 SF - - - TOTAL PROVIDED: 88.44 SF TOTAL PROVIDED: 23.16 SF PASSES CODE: YES PASSES CODE: YES r' R PASSES CODE: YES PASSES CODE: YES RECESSED HIGH HAT - GFI > 36" FF RECESSED DOWNLIGHT LIGHT AND VENTILATION CALCULATIONS _ ° ROOM NAME: BEDROOM#5 - - - ' SINGLE POLE ROOM SIZE: 134.00 SF WINDOW CODE REQUIRED LIGHT: 10.72 SF REQUIRED VENTILATION: 5.36 SF PROPOSED DECK SD SMOKE DETECTOR TW3046 10.31 SF 6.20 SF TW3046 10.31 SF 6.20 SF TOTAL PROVIDED: 20.62 SF TOTAL PROVIDED: 12.40 SF T3 THREE WAY PASSES CODE: YES PASSES CODE: YES ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° M SINGLE POLE SLIDING DIMMER CAD File Name: TOSCANO REVISED 7.1ayout HALF DOME Drawn By: Edward Koenig SECOND FLOOR ELECTRICAL PLAN TELEPHONE JACK SCALE:3/16" = 1'-0" Architect's Seal TT TIMER TV TELEVISION JACK O*D BOWL CHANDELIER PORCH LANTERN / ° PROPOSED DECK Dc DOOR CHIME , ❑ . DOORBELL .., ° I : . N CARMELHILL � �� : :- - - - - o ARCHITECTS 1 � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- , , - R i PFOPOSEDSTURDY-FAMILY ROOM IC1 30 1 I ° PROPOSED GREAT ROOM PROPOSED CELLAR I I I 1 / / \ �l / i o t\ / - - - I s° , ' - www.CARMELHILL.COM \ PROPOSED GARAGE r \ ®® Architecture Firm: - i IL _ - - - 102 01 1 - - - - - -CARMELHILL ARCHITECTS \ ' PANTE 0 1 r- EDWARD KOENIG - R.A., A.I.A. 415 LAKE E NESCONSETNYE SOUTH T767848 1 - I I I / PROPOSED 631-277-3337 ' - _ IT L J T , I Website: www.CARMELHILL.com F - Email: CARMELHILL16@gmail.co m I- - - - - - II I / O 11 Project Title: QZINING CE 1 I TOSCANO RESIDENCE CE lip TOM & CAROLINE TOSCANO �\ 01 \ \ I I I PROPOSED LIVING PROPOSED ENTRY a 610 JACKSONS LANDING PROPOSED BDRM#7 I � 1 MATTITUCK, NY 11952 917-440-0916 DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 - - - - - - - - - - - - n CE Sheet Title L- - - - - - - - - -� I I - - - - - - ° _ _ _ _ _ _ _ _ _ _ _ ° ° FLECTRICALPLANS PROPOSED RIO ENTRY - - UN - F I I I Lam - - J Drawing No. CELLAR AR FLOOR ELECTRICAL PLAN FIRST FLOOR ELECTRICA11 A -9 SCALE. 3/16 = V-0" P1 AN E F 17 ELEVATION KEYNOTES Copyright of Architectural Drawings-These plans are protected by A-12 A-12 NO. NOTE federal law and are subject to copyright protection as an CHIMNEY CAP WITH SPARK "architectural work"under section 102 of the copyright act, 17 RIDGE HEIGHT 01 ARRESTOR IN COMPLIANCE WITH U.S.A. as amended December 1990 and known as Architectural 40.01 SECTION R1003.9.2 OF 2020 RCNYS. Works Copyright Protection Act of 1990.These drawings are EXISTING GRADE SLOPED AWAY provided as an instrument for construction for the construction FROM STRUCTURE 6" MIN. VERTICAL project at the address shown on the title block of the drawings and 02 FOR 10'-0" HORIZONTAL RUN FOR 4'-0" they may not be used for any project other than that listed at the O MIN. HORIZONTAL LENGTH , IN address shown on the title block without the written consent and COMPLIANCE WITH SECTION R401.3 compensation of the architect.This protection includes but is not 0 OF THE 2020 RCNYS. limited to the overall form as well as the arrangement and 4" EXPOSURE VINYL SIDING TO "BEST composition of spaces and elements of the designs. Under such 16 03 MATCH" EXISTING. protection, unauthorized use of these plans,work or home represented, can legally result in the cessation of construction or O CHIMNEY TO EXTEND 2'-0"ABOVE ANY tauildings being seized and/or monetary compensation to Carmelhill ROOF SURFACE WITHIN 10'-0" Architects and/or Edward Koenig. HORIZONTALLY AND SHALL NOT BE 14 O LESS THAN 3'-0"ABOVE THE HIGHEST 04 POINT WHERE THE CHIMNEY PASS CEILING TOP PLATE LEVEL THROUGH THE ROOF IN COMPLIANCE NO. DESCRIPTION DATE 31.17 WITH SECTIONS R1003.9 AND 1003.18 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 06 OF THE 2020 RCNYS. 31 pg 36" HIGH WROUGHT IRON RAILING 2 ISSUED FOR CONSULTING. 3-16-20 <a> @ 3-1/2 O.C. (MAXIMUM CLEAR WITH 1/2"X 1/2"VERTICAL SPINDLES 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 11 12 36 OPENING NG TO BE LESS THAN 4"). CODES. 17.97 37 = CID 06 �ALUMINUMOGUTTER TED SOFFIT WITH 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 O5 REVISED WETLANDS COVERAGE 10-2-20 10"X 10" DECORATIVE COLONIAL CALCULATIONS. 13 COLUMN ENCLOSURE OVER "X 6"607 P.T. POST.VERFIY REQUIRED 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 COLUMN HEIGHT IN FIELD BEFORE AND DRY STACK RETAINING WALL ELEVATION FLOOR LEVEL ORDERING OR CUTTING TYPICAL . (S-2) &K71NG TOP PLATE LEVEL SELF ADHESIVE ICE BARRIER. SEE 7 REVISED PER BOARD OF TRUSTEES 1-5-21 22.33 <08> THERMAL AND MOISTURE RECOMMENDATIONS.50 FOOT NON-TURF SPECIFICATIONS. BOUNDARY ADDED,CHANGED SEPTIC TO LOW STANDARD ROOF ASSEMBLY-240# NITROGEN I/A OWTS,AND ADDED FOOTPRINTS Bd 11 11ARCHITECTURAL ASPHALT OR OF ADJACENT HOMES. RESUBMITTED FOR _T1 I I FIBERGLASS ROOF SHINGLES TO TRUSTEES REVIEW AND APPROVAL. 07 MATCH EXISTING OVER 30#ROOFING 10 FELT ON'/2"'CDX' PLYWOOD ROOF NL7 14 19 20 08 25 01 37 0 09 SHEATHING (NO ALTERNATES WILL BE ACCEPTED FOR PLYWOOD ROOF 05 !Z-bo 06 44 SHEATHING) OVER 2"X ROOF RAFTERS. SEE FLOOR PLAN FOR SIZE AND SPACING OF ROOF RAFTERS. TRIM SPECIFICATIONS: 10 4"VINYL CORNER BOARDS, 4'VINYL FLOOR LEVEL WINDOW AND DOOR CASINGS, VINYL 0 LOUVERED SHUTTERS. 1�NG TOP PLATE LEVEL 10"X 10" DECORATIVE COLONIAL 12.50 COLUMN ENCLOSURE OVER 4"X 4" 11 P.T. POST.VERFIY REQUIRED iv COLUMN HEIGHT IN FIELD BEFORE APPROXIMATE GRADE LEVEL ORDERING OR CUTTING (TYPICAL). 10.00 DECKING ASSEMBLY-6"TREX 02 DECKING SPACED WITH ONE 12D NAIL 12 OVER 2"X P.T. DECK JOIST(SEE CONSTRUCTION PLAN FOR. SPECIFICATION). PROVIDE FALL PROTECTION: 36" HIGH VINYL RAILING WITH TOP AND 13 BOTTOM RAILS AND VERTICAL SPINDLES. (MAXIMUM CLEAR OPENING TO BE LESS THAN 4" SELF ADHESIVE ICE BARRIER IN CAD File Name: TOSCANO REVISED 7.1ayout COMPLIANCE WITH SECTION R905.1.2 Drawn By: Edward Koenig 14 OF THE 2020 RCNYS. SEE THERMAL AND MOISTURE SPECIFICATIONS (TYPICAL). Architect's Seal SIDING SPECIFICATIONS: E F 7 EXPOSURE CEDAR IMPRESSIONS A-12r-A ' FRONT ELEVATION DOUBLE 7" STRAIGHT EDGE 15 PERFECTION SHINGLES ON FRONT ,,;`-� r A-11 SCALE: 1/4"= 1'-0" ELEVATIONS AND SIDE RETURNS c : - WITH 4" EXPOSURE VINYL LAP SIDING ON REAR ELEVATION AND SIDE ELEVATIONS. / STANDARD ROOF ASSEMBLY-240# r ARCHITECTURAL ASPHALT OR FIBERGLASS ROOF SHINGLES TO ` MATCH EXISTING OVER 30#ROOFING RIDGE HEIGHT 17 FELT ON'h"'CDX' PLYWOOD ROOF r 40.01 16 SHEATHING (NO ALTERNATES WILL BE 12 01 ACCEPTED FOR PLYWOOD ROOF < `"....... 15-3/4 SHEATHING) OVER 2"X 10" ROOF RAFTERS @ 16"O.C. OR TJI 110/9-1/2" ROOF RAFTERS @ 16" 04 CARMELHILL 2"X 12" ROOF RIDGE, CONTINUOUSLY eo VENTED. 16 DRY STACK RETAINING WALL. SEE ARCHITECTS 18 DETAIL 1/A-2.5 14 i CEILING TOP PLATE LEVEL 31.17 i i 15 i 02 33 06 10 - 0 23 z ED 13 - - - 13 - www.CARMELHILL.COM 12 FLOOR LEVEL 23.17 Architecture Firm: CEILING TOP PLATE LEVEL -CARMELHILL ARCHITECTS EDWARD KOENIG - R.A., A.I.A. 11 415 LAKE AVENUE SOUTH NESCONSET, NY 11767-1848 631-277-3337 35 I 17 05 Website: www.CARMELHILL.com - 03 o) Email: CARMELHILL16@gmail.com Project Title: FLOOR LEVEL TOSCANO RESIDENCE GARAGE CEILING L�3VH TOM & CAROLINE TOSCANO 12.54 — 610 JACKSONS LANDING MATTITUCK, NY 11952 (V PPROXIMATE FINIHSED GRADE HHH11 ffi- BH HEEI� HMH 917-440-0916 DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 02 32 31 Sheet Title 4111kTR ELEVATIONS GARAGE SLAB LEVEL J4 —� 4.17 Drawing No. BRIGHT ELEVATION -10 A-10 SCALE: 1/4"=1'-0" ELEVATION KEYNOTES Copyright of Architectural Drawings-These plans are protected by NO. NOTE federal law and are subject to copyright protection as an F17 CHIMNEY CAP WITH SPARK "architectural work"under section 102 of the copyright act, 17 A-12 A-12 RIDGE HEIGHT 01 ARRESTOR IN COMPLIANCE WITH U.S.A. as amended December 1990 and known as Architectural 40.01 SECTION R1003.9.2 OF 2020 RCNYS. Works Copyright Protection Act of 1990.These drawings are EXISTING GRADE SLOPED AWAY provided as an instrument for construction for the construction FROM STRUCTURE 6" MIN.VERTICAL project at the address shown on the title block of the drawings and FOR 10'-0" HORIZONTAL RUN FOR 4'-0" they may not be used for any project other than that listed at the 01 02 MIN. HORIZONTAL LENGTH , IN address shown on the title block without the written consent and 16 COMPLIANCE WITH SECTION R401.3 compensation of the architect.This protection includes but is not OF THE 2020 RCNYS. limited to the overall form as well as the arrangement and 1 .3 01140 4" EXPOSURE VINYL SIDING TO"BEST composition of spaces and elements of the designs. Under such 04 03MATCH" EXISTING. protection, unauthorized use of thes00 e plans,work or home represented, can legally result in the cessation of construction or CHIMNEY TO EXTEND 2'-0"ABOVE ANY buildings being seized and/or monetary compensation to Carmelhill ROOF SURFACE WITHIN 10'-0" Architects and/or Edward Koenig. 08 HORIZONTALLY AND SHALL NOT BE 04 LESS THAN 3'-0"ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASS NO. DESCRIPTION DATE CEILING TOP PLATE LEVEL THROUGH THE ROOF IN COMPLIANCE 31.17 WITH SECTIONS R1003.9 AND 1003.18 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 OF THE 2020 RCNYS. 36" HIGH WROUGHT IRON RAILING 2 ISSUED FOR CONSULTING. 3-16-20 06 05 WITH 1/2"X 1/2"VERTICAL SPINDLES @ 3-1/2"O.C. (MAXIMUM CLEAR 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 24 15 OPENING TO BE LESS THAN 4"). CODES. o CONTINUOUSLY VENTED SOFFIT WITH 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 34 09 04 a0 06 ALUMINUM GUTTER 5 REVISED WETLANDS COVERAGE 10-2-20 10"X 10" DECORATIVE COLONIAL CALCULATIONS. 13 COLUMN ENCLOSURE OVER 6"X 6" 07 P.T. POST.VERFIY REQUIRED 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 12 FLOOR LEVEL COLUMN HEIGHT IN FIELD BEFORE AND DRY STACK RETAINING WALL ELEVATION 23.17 ORDERING OR CUTTING (TYPICAL). (S-2) o SELF ADHESIVE ICE BARRIER. SEE 7 REVISED PER BOARD OF TRUSTEES 1-5-21 CEILING TOP PLATE LEVEL 08 THERMAL AND MOISTURE RECOMMENDATIONS.50 FOOT NON-TURF 22.33 SPECIFICATIONS. BOUNDARY ADDED,CHANGED SEPTIC TO LOW s Y� STANDARD ROOF ASSEMBLY-240# NITROGEN I/A OWTS,AND ADDED FOOTPRINTS ARCHITECTURAL ASPHALT OR OF ADJACENT HOMES. RESUBMITTED FOR FIBERGLASS ROOF SHINGLES TO TRUSTEES REVIEW AND APPROVAL. 15 10 MATCH EXISTING OVER 30#ROOFING 09 FELT ON %" 'CDX' PLYWOOD ROOF 30 27 26 29 28 10 o SHEATHING (NO ALTERNATES WILL BE a, ACCEPTED FOR PLYWOOD ROOF 29 18 SHEATHING) OVER 2"X ROOF 05 RAFTERS. SEE FLOOR PLAN FOR SIZE AND SPACING OF ROOF RAFTERS. TRIM SPECIFICATIONS: 10 4"VINYL CORNER BOARDS,4"VINYL WINDOW AND DOOR CASINGS,VINYL _ U� n A FLOOR LEVEL LOUVERED SHUTTERS. 13.33 10"X 10" DECORATIVE COLONIAL COLUMN ENCLOSURE OVER 4"X 4" 11 P.T. POST.VERFIY REQUIRED COLUMN HEIGHT IN FIELD BEFORE ORDERING OR CUTTING TYPICAL . DECKING ASSEMBLY-6"TREX 38 o DECKING SPACED WITH ONE 12D NAIL 12 OVER 2"X P.T. DECK JOIST(SEE 00 CONSTRUCTION PLAN FOR 20 18 SPECIFICATION). PROVIDE FALL PROTECTION: 36" HIGH L 5 VINYL RAILING WITH TOP AND 13 BOTTOM RAILS AND VERTICAL 02 SPINDLES. (MAXIMUM CLEAR EL.4.5 SLAB LEVEL OPENING TO BE LESS THAN 4" 4.50 SELF ADHESIVE ICE BARRIER IN CAD File Name: TOSCANO REVISED 7.1ayout COMPLIANCE WITH SECTION R905.1.2 Drawn By: Edward Koenig L6 <14> 4 OF THE 2020 RCNYS. SEE THERMAL AND MOISTURE SPECIFICATIONS (TYPICAL). Architect's Seal SIDING SPECIFICATIONS: 7" EXPOSURE CEDAR IMPRESSIONS DOUBLE 7"STRAIGHT EDGE FE PERFECTION SHINGLES ON FRONT A-12 C ENATION A-12 ELEVATIONS AND SIDE RETURNS 15 A-11 _ WITH 4" EXPOSURE VINYL LAP SIDING '' \ �� SCALE:/4"' — 1 -0 ON REAR ELEVATION AND SIDE ELEVATIONS. I '� STANDARD ROOF ASSEMBLY-240# ARCHITECTURAL ASPHALT OR r FIBERGLASS ROOF SHINGLES TO i 17 MATCH EXISTING OVER 30#ROOFING f RIDGE HEIGHT FELT ON '/z'"CDXPLYWOOD ROOF 40.01 16 SHEATHING (NO ALTERNATES WILL BE 12 O ACCEPTED FOR PLYWOOD ROOF f �/ 5-3/4 SHEATHING)OVER 2"X 10" ROOF RAFTERS @ 16"O.C. OR 01 16 TJI 110/9-1/2" ROOF RAFTERS @ 16" C. 04A 17 2"X 12" ROOF RIDGE, CONTINUOUSLY CARMELHILL r VENTED. 00 18 DRY STACK RETAINING WALL. SEE ARCHITECTS 14 DETAIL 1/A-2.5 rL CEILING TOP PLATE LEVEL 31.17 06 16 39 22 0 9 ' 03 rL www.CARMELHILL.COM 13 FLOOR LEVEL= NV 23.17 Architecture Firm: CEILING TOP PLATE LEVEL CARM ELH I LL ARCHITECTS 22.33 -- EDWARD KOENIG - R.A., A.I.A. 415 LAKE AVENUE SOUTH 10 NESCONSET, NY 11767-1848 07 yl 631-277-3337 C) Website: www.CARMELHILL.com 2113 0) 11 Email: CARMELHILL16@gmail.com 39 13 Project Title: FLOOR LEVEL TOSCANO RESIDENCE _ 13.33 TOM & CAROLINE TOSCANO 610 JACKSONS LANDING 05 M MATTITUCK, NY 11952 rL APPROXIMATE FINISHED GRAD 917-440-0916 10.00 DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 02 Sheet Title io ELEVATIONS SLAB LEVEL 4.50 Drawing No. D I EFT ELEVATION A=11 A 11 SCALE: 1/4"= 1'-0" SECTION KEYNOTES Copyright of Architectural Drawings-These plans are protected by NO. NOTE federal law and are subject to copyright protection as an BLIND FLASH ALL INTERSECTIONS OF "architectural work"under section 102 of the copyright act, 17 17 01 HORIZONTAL AND VERTICAL AS PER U.S.A. as amended December 1990 and known as Architectural RIDGE HEIGHT RCNYS R903.2 Works Coyri ht Protection Act of 1990.These drawings are M 18 40.01 DECKING ASSEMBLY-5/4"X 6"TREX provided as an instrument for construction for the construction Api it 2011 12 12 DECKING SPACED WITH ONE 12D NAIL project at the address shown on the title block of the drawings and by Weyerhaeuser l3ullotin Tf3-,60. 5-3/ -3/4 O R 2"X 8" P T TS'TE ED' • ... , ,�,<, • �_• •�<-• • - 02 OVER DECK JOTS KO the may not be used for an project other than that listed at the Trus Joist®TJI°Joist Rafter Cut Detail 19 TO 2"X 10" P.T. LEDGER BEAM BOLTED TO address shown on the title block without the written consent and STRUCTURE WITH 1/2" DIA. GALV. BOLTS @ compensation of the architect.This protection includes but is not 1'-6"O.C. "STAGGERED" limited to the overall form as well as the arrangement and 06 0 4" POURED CONCRETE FLOOR SLAB WITH composition of spaces and elements of the designs. Under such Roof Rafters 03 6"X 6"W1.4 X W1.4 W.W.F. ON 6 MIL protection, unauthorized use of these plans,work or home CONCRETE RATED POLY VAPOR BARRIER represented, can legally result in the cessation of construction or 20 I 2'-0" i OVER 4"COMPACTED CRUSHED GRAVEL. buildings being seized and/or monetary compensation to Carmelhill Additional Blocking -Lateral Bracing at Bevel GARAGE WALLS, BEAMS,AND CEILINGS TO Architects and/or Edward Koenig. as Required 04 RECEIVE FULL COVERAGE 5/8 TYPE X GYPSUM BOARD TAPED AND SPACKLED. CONTINUOUSLY VENTED SOFFIT WITH NO. DESCRIPTION DATE AM AIMAIMIQ I IMAM CEILING TOP PLATE LEVEL 05 ALUMINUM GUTTER 31.17 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 / V?,- -3'"CDX PI ood or OSB Each 2 X 4 STRONG BACKS (CONTINUOUS) 2 ISSUED FOR CONSULTING. 3-16-20 a Yw Side of Web. Fasten with 21 FOUNDATION WALL-8" POURED 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 Minimum(8)8d (0.113"x 2.25") CONCRETE FOUNDATION WALL 3500 PSI AT CODES. 07 28 DAYS MIN. WITH#5 REBAR HORIZONTAL Nails or Larger O �� • ' � F DA WA LAND 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 PROPOSED PROPO PROPOSED AT TOP O FOUN TION L -4" Minimum Heel Height CONTINUOUS AT CORNERS. 5 REVISED WETLANDS COVERAGE 10-2-20 BEDROOM#4 jgg3 BEDROOM#5 16"X 8" POURED CONCRETE FOOTING 3500 CALCULATIONS. Reinforcement a PSI AT 28 DAYS MIN. WITH (2)#5 REBAR ' Minimum of 2" Past To of 08 BEARING ON UNDISTURBED VIRGIN SOIL. 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13 20 I `► Rafter Cut 22 REBAR CONCRETE COVERAGE TO BE 3" FLOOR LEVEL AND DRY STACK RETAINING WALL ELEVATION - 23'17 4" POURED CONCRETE FLOOR SLAB WITH (S 2) -2x4 Minimum .. i ': :' CEILING TOP PLATE LEVEL 7 REVISED PER BOARD OF TRUSTEES 1-5-21 a 6"X 6"W1.4 X W1.4 W.W.F. OVER 4" RECOMMENDATIONS. 50 FOOT NON-TURF NOTE: The connections in this tech 22.33 09 COMPACTED CRUSHED GRAVEL. PITCH BOUNDARY ADDED,CHANGED SEPTIC TO LOW Allowable TJI®.loist Rafter Cut End Reaction bulletin are intended to reinforce OF ADJACENT HOMES. RESUBMITTED FOR e TJI FLOOR SLAB 1/8" PER FOOT TOWARDS Roof Slope Joist end reactions and not to rc used 23 GARAGE DOORS. NITROGEN I/A OWTS,AND ADDED FOOTPRINTS Depth TJI®Series s e g �o to tz !tz to 112 112 to 112 laz to !ts !12 for thrust loads at the rafter heel. 4"X 4" P.T. POST OVER 12" DIA. POURED TRUSTEES REVIEW AND APPROVAL. 110 870 1 020 2 to 1,220 14 10 CONCRETE PIER BEARING ON VIRGIN SOIL g'/Z' 210 945 1,110 1,235 1,330 DEEP MIN. PROVIDE FALL PROTECTION: 36" HIGH 230 945 1,190 1,235 1,330 PROPOSED 11 VINYL RAILING WITH TOP AND BOTTOM 110 1,020 1,215 1,360 1,395 PROPOSED 1,285 1,445 1,490 STUDY-FAMILY LIVINGRAILS AND VERTICAL SPINDLES. (MAXIMUM 210 1,085 '/8" 230 1,085 1,285 1,445 1,535 BOOM CLEAR OPENING TO BE LESS THAN 4"). 11 360 1,115 1,325 1,485 1,560 12 (2)2"X 10" P.T. BEAM 560 1,345 1,595 1,790 1,870 24 EXISTING GRADE SLOPED AWAY FROM 110 1,160 1,385 1,395 1,395 STRUCTURE 6" MIN.VERTICAL FOR 10'-0" 210 1,215 1,450 1,490 1,490 - FLOOR LEVEL 13 HORIZONTAL RUN FOR 4'-0" MIN. 14" 230 1,215 1,450 1,535 1,535 iMAI 11AIUMMUNEM ?NG TOP PLATE LEVEL HORIZONTAL LENGTH , IN COMPLIANCE 360 1,220 1,455 1,560 1,560 12.54 WITH SECTION R401.3 OF THE 2020 RCNYS. 560 1,495 1,780 1,870 1,870 INTERIOR WALL ASSEMBLY- 1/2" GYPSUM 210 1,325 1,490 1,490 1 490 BOARD OVER 2"X 4"WOOD STUDS @ 16" 230 1,325 1,535 1,535 1,535 16 360 1,325 1,560 1,560 115-6-0 11 15 15 O.C. COVERED WITH 112 GYPSUM BOARD. 560 1,640 1,870 1,870 1,870 STRUCTURAL BEAM. SEE FOUNDATION I I PROPOSED 15 PLAN FOR SIZE AND SPECIFICATION. General Notes 13 I I COLUMN PAD. SEE FOUNDATION PLAN FOR ■ 2'/"minimum end bearing required. 25 0 CELLAR 4R 16 SIZE AND SPECIFICATION. ■ Reactions may not be increased for duration of load. ■ Reinforcement must extend 2"beyond the top of the rafter cut as shown above. ■ Bold italic cells require redesign of TJI®joist for the reduced reaction capacities shown. 26 r., 17 2"X 12" ROOF RIDGE, CONTINUOUSLY 07 I VENTED. ,.. t 2"X 4" C 6"O.C. :.. .. ...,..... � : ._.,. :.....:. .... . .. . ... ,: ... ..: .. . ....,,:......;. .::.,,.-•: 450 : SLAB LEVEL 18 COLLAR TIES @ 1 CAD File Name: TOSCANO REVISED 7 layout 03 �_ _ _ J ;r+ STANDARD ROOF ASSEMBLY-240# Drawn By: Edward Koenig ARCHITECTURAL ASPHALT OR FIBERGLASS ROOF SHINGLES TO MATCH Architect's Seal CONTACT US ■ 1.888.!Level8 (1.888.453.8358) •www.iLevel.com77� 08 16 16 EXISTING OVER 30#ROOFING FELT ON 1/2" 19 'CDX' PLYWOOD ROOF SHEATHING (NO mark f Weyerhaeuser NR.©201 Weyerhaeuser NR Company.All d rights reserved. ALTERNATES WILL BE ACCEPTED FOR Aweyerhaeuser,!Level.TJI,and Trus Joist are registered trademarks y vg APROXIMATE GRADE LEVEL PLYWOOD ROOF SHEATHING OVER 2"X .<<G��D ARC AE 2 - 0.00 10" ROOF RAFTERS @ 16"O.C. OR TJI 110 �'ER!C�y�i� SCALE: 1/4 - V-0" 9-1/2" ROOF RAFTERS 16" O.C. ROOF TO RECEIVE SELF ADHESIVE ICE a BARRIER FROM INSIDE EDGE OF EXTERIOR C' WALL TO 2'-0" UP ROOF IN COMPLIANCE U 20 WITH SECTION R905.1.2 OF THE 2015 IRC. �} EXTEND ICE BARRIER FOR CONTINUITY TO FASCIA BOARD AND GUTTER ASSEMBLY. 17 SEE THERMAL AND MOISTURE `� <'O F IN RIDGE HEIGHT SPECIFICATIONS (TYPICAL). 40.01 CEILING ASSEMBLY-TJI 110/ 11-7/8 18 12 12 CEILING JOISTS @ 16" O.C. WITH 8-1/4" R-30 5-3N4 F_ --15-3/4 21 KRAFT PAPER BACKED FIBERGLASS �._.. ...... O INSULATION BATTS BETWEEN JOISTS 19 COVERED WITH '/z"GYPSUM BOARD. �- NEW EXTERIOR PERIMETER WOOD FRAME CARM E LH I LL 06 WALL CONSTRUCT BY VINYL SIDING (SEE ELEVATIONS FOR MFG.AND SPEC.)OVER 00 'TYVEK' HOUSE WRAP OVER 1/2" EXTERIOR ARCHITECTS O22 GRADE'CDX' PLYWOOD SHEATHING (OR EQUAL)OVER 2"X 6"WOOD STUDS @ 16" O.C.WITH 5-1/2" R-21 KRAFT PAPER ..�� BACKED FIBERGLASS INSULATION BATTS BETWEEN STUDS COVERED WITH 1/2" CEILING TOP PLATE LEVEL GYPSUM BOARD. 31.17 FLOOR ASSEMBLY: 3/4" "CDX"TONGUE AND GROOVE PLYWOOD FLOOR SHEATHING 23 GLUED AND SCREWED OVER 2"X 10" 05 FLOOR JOISTS @ 16" O.C. COVERED WITH 1/2" GYPSUM BOARD. FLOOR ASSEMBLY: 3/4" "CDX"TONGUE AND I-nil MIN 21 PROPOSED PROPOSED PROPOSED GROOVE PLYWOOD FLOOR SHEATHING MASTER BEDROOM CLOSET MASTER GLUED AND SCREWED OVER 2"X 10" BATHROOM °° 24 FLOOR JOISTS @ 16" O.C. WITH 8-1/4" R-30 01 KRAFT PAPER PACKED FIBERGLASS WWW.CARMELHILL-COM FLOOR LEVEL INSULATION BATTS BETWEEN JOISTS. 11 23.17 2"X 36" R-10 PERIMETER RIGID FOAM INSULATION BOARD"FORMULAR 150"AS Architecture Firm: 26 MFG'D. BY OWENS CORNING EXTENDING 02 .1: o TO TOP OF SLAB IN COMPLIANCE WITH CARM E LH I L L ARCHITECTS iii CEILING TOP PLATE LEVEL SECTION RN1102.2.10 22.33 EDWARD KOENIG - R.A., A.I.A. 12 415 LAKE AVENUE SOUTH NESCONSET, NY 11767-1848 631-277-3337 Website: www.CARMELHILL.com 23 PROPOSED PROPOSED Email: CARMELHILL16@gmail.com BEDROOM KITCHEN 14 Project Title: FLOOR LEVEL 22 13.33 TOSCANO RESIDENCE CEILING TOP PLATE LEVEL 12.50 TOM & CAROLINE TOSCANO C) 610 JACKSONS LANDING MATTITUCK, NY 11952 917-440-0916 24 15 15 DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 07 PROPOSED PROPOSED o 1,iGARAGE 04 CELLAR AR 00Sheet Title 13 SECTIONS 09 SLAB LEVEL 4.50 10 03 Drawing No. 08 F CTION, A=12 A-12 SCALE: 1/4" = V-0" JOIST NOTCHING AND BORING LIMITATIONS LOAD BEARING STUD NOTCHING AND BORING LIMITATIONS ALL STRAPPING TO BE INSTALLED 16" Copyright of Architectural Drawings-These plans are protected by federal law and are subject to JOIST SIZE MAX. HOLE MAX.NOTCH DEPTH MAX.END NOTCH STUD SIZE MAX. HOLE MAX.NOTCH DEPTH O.C. UNLESS OTHERWISE NOTED copyright protection as an ."architectural work"under sea 2"X 4" S.A. as amended December 1990 andd known Architectural NONE ALLOWED NONE ALLOWED NONE ALLOWED 2"X 4" 1-3/8" 7/8" section 102 the copyright act, 17 2"X 6" 1-1/2" 7/8" 1-3/8" 2"X 6" 2-3/16" 1-3/8" EACH WALL STUD SHALL BE CONNECTED W 2"X 8" 2-3/8" 1-1/4" 1-7/8" 2"X 8" 2-7/8" 1-13/16" TO THE GIRDER BELOW WITH BY ANY OF Works Copyright Protection Act of 1990.These drawings wings are 2X'10" 3" 1-1/2" 2-3/8" NOTE; IF HOLE IS BETWEEN 40%AND 60%OF STUD DEPTH,THEN STUD THE STRAPS SHOWN ABOVE.A provided as an instrument for construction for the construction " 2"X 12" 3-3/4" 1-7/8" 2-7/8" MUST BE DOUBLED AND NO MORE THAN TWO SUCCESSIVE STUDS ARE CONTINUOUSLY CONNECTED PATH MUST project at the address shown on the title block of the drawings and FOAM BAFFLE CHUTE VENT they may not be used for any project other than that listed at the DO,',JBLED AND So BORED. BE PROVIDED FROM THE STUD TO THE BETWEEN RAFTERS address shown on the title block without the written consent and AVOID SQUARE CORNERS .ION-LOAD BEARING STUD NOTCHING AND BORING LIMITATIONS H2A-UPLIFT CONNECTOR GIRDER BELOW. (TYPICAL) compensation of the architect.This protection includes but is not 1" RIGID FOAM INSULATION IN NOTCHES AND HOLES STUD SIZE MAX.HOLE MAX.NOTCH DEPTH limited to the overall form as well as the arrangement and 2"X 4" 2-1/8" 1-3/8" ALL STRAP STOCK NUMBERS SHOWN ROUGH CUTAROUND composition of spaces and elements of the designs. Under such 2"X 6" 3-5/16" 2-3/16" MAX. LENGTH = D/3 ALL STRAPPING TO BE INSTALLED 16„O.C. ARE FROM "SIMPSON STRONG TIE VENTILATION CHUTE.AIR SEAL < protection, unauthorized use of these plans,work or home D/4 MAX. UNLESS OTHERWISE NOTED CONNECTORS” PERIMETER WITH EXPANDING represented, can legally result in the cessation of construction or D/6 MAX. 2"X 8" 4-3/8" 2-7/8" p g Y A CONTINUOUSLY CONNECTED PATH MUST ® FOAM SEALANT buildings being seized and/or monetary compensation to Carmelhill 2" MIN FROM TOP AND BOTTOM OF /3 MAX. O D/3 MAX. /25%MAX.DEPTH OF STUD �0%MAX.DEPTH OF STUD BE PROVIDED FROM THE STUD TO THE CS16 CS20 COIL STRAP WITH G MINIMUM Architects and/or war Koenig. D/4 MAX. JOIST D D/6 MAX. y�y, � /r d GIRDER BELOW. BEARING ON STUDS CEILING JOISTS STWEEN ,A---AT ENDS BORED HOLE AND NOTCHES BORED HOLE AND NOTCHES /MAY NOT LOCATED IN SAME /MAY NOT LOCATED IN SAME ALL STRAP STOCK NUMBERS SHOWN ARE A35F 18 GAUGE PLATE CONNECTORS @ ® NO. DESCRIPTION DATE CROSS SECTION OF STUD 0 /� CROSS SECTION OF STUD FROM "SIMPSON STRONG TIE 12 O.C. MAX. CONTINUOUS BEAD OF 1" RIGID FOAM BOARD CAULK SEALANT 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 BORED HOLE MAX.DIA.NOT TO CONNECTORS" OUTER 1/3 OF SPAN MIDDLE 1/3 OF SPAN OUTER 1/3 OF SPAN BORED HOLE MAX.DIA.NOT INSULATION VERTICALLY. BORING AND NOTCHING NO NOTCHING HERE BORING AND NOTCHING EXCEED 40%OF STUD DEPTH. ° MAINTAIN 0% MIN.FROM EDGE TO EXCEED 60%OF STUD PS418 (UPLIFT CONNECTOR FOAM SEAL GAPS 2 ISSUED FOR CONSULTING. 3-16-20 DEPTH.MAINTAIN 5/8"MIN. INSULATION BETWEEN ALLOWED BORED HOLES ALLOWED OF BORING TO EDGE OF STUD. FROM EDGE OF BORING TO WALL STUDS 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 ALLOWED EDGE OF STUD. TYPICAL RAFTER TO WALL WALL TO GIRDER CONNECTION DETAIL CODES. NOTE: D= DEPTH OF JOIST(INCHES) LOAD BEARING STUDS NON-LOAD BEARING STUDS 4I REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 LIMITATIONS 2 3 4 A-14 NOT TO SCALE A-14 NOT TO SCALE A-14 NOT TO SCALE A-14 SCALE: 1"= 1'-0" 5 REVISED WETLANDS COVERAGE 10-2-20 CALCULATIONS. 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 ROOF FRAMING OP PLATE ALL STRAPPING TO BE INSTALLED 16"O.C. DOOR AND WINDOW HEADER AND DRY STACK RETAINING WALL ELEVATION PLICELENGT 110 MPH FASTEST- CONNECTION SPACING 12 16 19.2 24 FASTENING SCHEDULE (S_2) CS20 COIL STRAP(UPLIFT CONNECTOR- MILE WIND SPEED (STUDSFACING ININCHES) A CONTINUOUSLY CONNECTED PATH MUST BE ROUGH OPENING FRAMING REQUIREMENTS FOR DOUBLE TOP PLATE TYPICALATALL KING STUD TO TOP PLATE WALL HEIGHT UNIT LATERAL MULTIPLIER too 1.33 iso 2.00 PROVIDED FROM THE STUD TO THE GIRDER WINDOW OPENINGS(INPACORDANCEWI7HWOOD 1-1/4"X 20 GAUGE STEEL COILED STRAP CONNECTIONS) 12" MIN. BEARING ON STUDS (FT) FRAMING LOADS FRAME CONSTRUCTION MANl1AL2018EDITION) T REVISED PER BOARD OF TRUSTEES 1-5-21 8'-0" 171 BELOW. ALL STRAP STOCK NUMBERS CART G ON BY SIMPSON (12" MIN. ALL STRAPPING TO BE INSTALLED 16"O.C. +0'-o" 213 SHOWN ARE FROM "SIMPSON NOTATION A B G D E F BEARING ON STUDS) RECOMMENDATIONS.50 FOOT NON-TURF UNLESS OTHERWISE NOTED.A CONTINUOUS 12'-0" 249 BOUNDARY ADDED,CHANGED SEPTIC TO LOW N ROUGH CONNECTED PATH MUST BE PROVIDED FROM 14'-0" 264 STRONG TIE CONNECTORS" OPENINGS NITROGEN I/A OWTS,AND ADDED FOOTPRINTS 1s'-o" 317 z•-o" z p>2"x4• + + + + I STUD WALL ABOVE OF ADJACENT HOMES. RESUBMITTED FOR HEA EI. THE STUD TO THE GIRDER BELOW.ALL STRAP 1a'-o" 350 4'-0" 4 (+>2"x4' z z z z NO STRAPPING REQUIRED WHEN I _ STOCK NUMBERS SHOWN ARE FROM"SIMPSON 20'-0" 383 H2A OR MTS30 UPLIFT s-o` (2)2`x4° COLLAR TIES ARE 16"O.C. r o TRUSTEES REVIEW AND APPROVAL. N STRONG TIE CONNECTORS" CONNECTOR(TYPICAL) s 2- 3 3 3 3 1.TABULATED FRAMING LOADS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.85 FOR (,)z"Xs ONE H3)8 STRAP EACH SIDE E JOIST H2A OR MTS30-� � WITH (3)8d COMMON NAILS @EACH FRAMING NOT LOCATED WITHIN T-0"OF CORNERS FOR BUILDINGS LESS THAN 30'-0" IN CS20 COIL STRAP(UPLIFT B`0' UPLIFT CS20 COIL STRAP(UPLIFT CONNECTOR- WIDTH W , OR WITHIN W/10 OF CORNERS FOR BUILDINGS GREATER THAN 30'-0" IN CONNECTOR-TYPICAL AT 8 (2)OR 4- UPLIFT 3 3 3 _ END OF STRAP AS MFG'D. BY SIMPSON CONNECTORAT \TYPICALATALL HEADER TO JACK ( ) 10'-0" +0 (2)2"xs 4 4 4 4 2"X 4" COLLAR TIES 16"O.C. 1/3 KI G EACH RAFTER AND CONNECTIONS) 12"MIN. BEARING ON STUDS WIDTH. ALL HEADER TO JACK 12'-0" 12 (2)2"X 6'• 5 4 5 a °° DOWN BETWEEN RIDGE AND CEILING H2.5A-UPLIFT CONNECTOR S D STUD(TYPICAL) CONNECTIONS)WITH 12" NOTATION: JOISTS (PROVIDE 2"X 6" RAFTER TIES ° CS20 COIL STRAP(UPLIFT CONNECTOR) 2.TABULATED FRAMING LOADS ARE SPECIFIED IN POUNDS PER LINEAR FOOT OF WALL.TO MIN. BEARING ON STUDS A-NUMBER OF BidABLE 6A AGE 316 AILS@EACH END OFSTRAFPINGS(TABLE3.7,PAGE157)& (TYPICAL) TYPICALATALL STUD TO BOTTOM PLATE AND DETERMINE CONNECTION REQUIREMENTS, MULTIPLY THE TABULATED UNIT LATERAL M XI O.C.AS REQUIRED EI MAINTAIN B-NUMBER OF SILL STUDS-ON FLAT(GOES NOT APPLY TO DOORS) MAXIMUM CLEAR ATTIC CEILING RIM JOIST CONNECTIONS) 12"MIN. BEARING ON FRAMING LOAD BY THE MULTIPLIER FROM THE TABLE BELOW CORRESPONDING TO THE STHD14 OR STHD14RJ 3.23B,PAGE 193) + + + + - „ _ ALL STRAPPING TO BE INSTALLED STUDS SPACING OF THE CONNECTION. (UPLIFT CONNECTOR) C-NUMBER 19 FULL HEIGHT KING STUDS iPEACH SIDE OFHEADER(TABLES + + + + HEIGHT OF 4'-5") o NO UP IFT— 323C,PAGE 193) 16 Q.C. ��ONNE TOR STHD14RJ OR STHD14 TIE DOWN (UPLIFT DDED 14" INTO D-NUMBEROF16dNAILS,END-NAILED THROUGH ADJACENT KING STUD TO END FLAT CEILING RIDGE REQUI ED �� CONNECTOR)TYPICAL AT CORNERS OF 3.TABULATED FRAMING LOADS ASSUME A MEAN ROOF HEIGHT OF 33'-0". FOR MEAN ROOF CO ETE (TYPICAL AT OF HEADER@EACHSIDE(TABLE3.7,PAGF.157;)&(TABLE 6A,PAGE 316) BUILDING,AT ENDS OF SHEARWALLS,AND HEIGHTS OF 15'-0"OR LESS,THE TABULATED VALUES SHALL BE PERMITTED TO BE RNERS OF BUILDING ASSUME DOUBLE HEADEDS@EACHENDOFHEADERS(TABLES3.22F,PAGE19,) 2"X FLOOR JOISTS ASSUME DOUBLE HEADER p AND AT ENDS OF EACH SIDE OF DOOR OR WINDOW OPENINGS MULTIPLIED BY 0.80. F-NUMBER OF 16d NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO END FOF 6'-0"WIDTH OR MORE SHEARWALLS) OFSILL6A),@PAGECI SIDE(DOES NOT APPLY TO DOORS)(TABLES 38,PAGE 157)& 4. WHEN CALCULATING LATERAL LOADS FOR ENDS OF HEADERS/GIRDERS, MULTIPLY THE FRAMINGAND UPLIFT CONNECTION TABULATED UNIT LATERAL LOAD BY1/20FTHE HEADER GIRDER SPAN (FT.). WINDOW AND DOOR HEADER _'�ROOF RIDGE DETAIL, _'�OFFSET WALL AND FLOOR DETAIL 5 OW AND DOOR OPENING 6 7 8 9 • A-14 SCALE: NOT TO SCALE= A-14 SCALE: NOT TO SCALE A-14 NOT TO SCALE A-14 SCALE: 1/2"= V-0 A-14 NOT TO SCALE I I 41 1 1 ,,4' ,, PLYWOOD SHEATHING NAILING SCHEDULE DESIGN ABU66Z POST BASE ASSEMBLY �'` I ROOF SHEATHING WALL SHEATHIN;�,� DESIGN LENGTH SHEATHING AS PART OF PERFORATED CAD File Name: TOSCANO REVISED 7.1ayout j 3 0 Si0 ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 LENGTH NOTE: SHEARWALLS OR SHEAR WALL SEGMENT Drawn By: Edward Koenig WASHER SUPPLIED WITH ASSEMBLY O SHEATHING AS PART OF PERFORATED (S.W.S.)SHALL BE CONTINUOUS FROM SILL SHEARWALL OR SHEAR WALL SEGMENT TO TOP PLATE OR ADEQUATELY BLOCKED AT FIELD 12"O.C. 12" O.C. 6"O.C. 12"O.C. 12"O.C. S.W.S. SHALL BE CONTINUOUS FROM SILL TO Architect's Seal a a 1/2" GAL\/.ANCHOR BOLT IMBEDDED ®° ° ° O2 � ( ) '" JOISTS. IN POURED CONCRETE SUPPORT PIER O2 EDGE 6"O.C. 6" O.C. 6" O.C. 6" O.C. 6"O.C. TOP PLATE OR ADEQUATELY BLOCKED AT O3 JOISTS. HOLD DOWNS REQUIRED AT ALL FOUR 4 Ai POURED CONCRETE PIER ;; O A.ALL 1/2" EXTERIOR PLYWOOD SHEATHING TO BE SECURE[ CORNERS OF STRUCTURE UNLESS I „ 1 O 2 O O O O O O WITH 8d COMMON NAILS OR 10d BOX NAILS. PATTERN AS HOLD DOWNS REQUIRED ATALL FOUR OTHERWISE NOTED. SEE CONSTRUCTION 6 X 6 POST I O O INDICATED ABOVE CORNERS OF STRUCTURE UNLESS Z DETAIL 0 O OTHERWISE NOTED. SEE CONSTRUCTION B. FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS DETAIL �� \ \ ABU44Z POST BASE ASSEMBLY ® ® REFER TO"WFCM 2001 NAILING SCHEDULE" ON TITLE SI'Ir \ `�� II \SOILD BLOCKING WASHER SUPPLIED WITH ASSEMBLY o 3/8" PLYWOOD SHEATHING WITH 8d COMMON \�\ PLYWOOD SHEATHING WITH 8d COMMON O O5 NAILS @ 6 O.C. ON THE EDGE AND @ 12 O.C. I I '• \� NAILS @ 6"O.C. ON THE EDGE AND @ 12"O.C. I t 1/2" GALM ANCHOR BOLT IMBEDDED IN THE FIELD IN POURED CONCRETE SUPPORT ° ° � �-� IN THE FIELD � 3 2 3 3 2 3 PIER O O O O O O HOLD DOWN �✓ GABLE ROOF GREATER THAN GABLE ROOF GREATER THAN HOLD DOWN POURED CONCRETE PIER 10 DEG. PITH,45 DEG. (MAX.) 10 DEG. PITCH,45 DEG. (MAX.) Ir1 11 V 11 1 i. 4"X 4"POST I I (�)NOT - 11 A14 CARMELHILL TO SCALE A-14 NOT TO SCALE NOT TO SCALE NOT TO SCALE ARCHITECTS www.CARMELHILL.COM Architecture Firm: CARMELHILL ARCHITECTS EDWARD KOENIG - R.A., A.I.A. Table ASE MOLDING 415 LAKE AVENUE SOUTH SIDING Minimum distance 1%" hole NESCONSET NY 11767-1848 Mmlmum distance from edge of hale to Inside lace of nearest end support FINISH FLOORING OVER r MEMBRANE ATTACHED WITH SOLVENT angalar"eleslze may be cut 11 yz^ B?4" 11• 13' Min. distance from Table A Min. distance from Table B ROUGH FLOOR SHEATHING 631-277-3337 BASED ADHESIVE AT WALL p 2,o r-o r-s",` 2'-6" 1 5'-fi' l'-0" 2-0 2'-6" 5'-G' 6 e www.CARMELHILL.com Joist Round Hole Slze quare or ec Depth T" 3' 4" 6�h" 9%" II" ,3" 2" 3" 4" 6 tID 1'-0' 1'-6" � 2'-0" � 5'-0' 1'-0' 1'-6` I 2'-6" 4 9'R' 239 1'-6" 2'-� 2'-fi' i 5'-6';........ .. 1'-6'...T-0' T-0" ;'S' ' all CARMELHILLI @g all COm SOLVENT BASED ADHESIVE FULL STRINGER Em web outside of Website: www co 369 1'•6' 2'-0' 3'•0` 6'-0' 1'-6" 2'6' 3'-6` S'-6' i holes - hatched zone 6 m 569 1'-6' 2'-6' 3'-6' T-0• 2'-0" 3'-0' I /'-D' 6,-0" .. DO NOT cut hales WITHIN 3 OF CORNER ,lo r-o' r-o ,'-6 , r-s' s-6 t'o" 1'-6' ' 2'-0" 4'-6 60 MIL DURADECK ULTRA _.... _....__ .. 2'-6' 5'-0' IWT-0' I 210 I'-0' t',6' -2'-0' 3'-0' 6'-0' 1'-0' : 1'-6" I 239 r-o' r-s• , 2-0° 3 o"„ s-6" ; - + t o z-o • z 6• : s-s , �9" ; �n cantilever �� E UALLY SPACED ase r s' z o 3-0" 1- 2-0 3 6' i 6 6" 7 6 i r RISERS 8-1/4"MAX., Project Title: FLEXIBLE CAULK TO EMBRANE,ATTACHED WITH 3/4" MIN OVERLAP, `6 r.6" OR q o o a (/\J 569 1'-6' 2'-6' 3'-0` 5'-6° 8'-0' [ 2'-6• 3'-6' 14'-6" T-0" H'-o" ! reroff�rcement /I C,t ❑ ` v ;A ASL `�/ 6" NO VARIATIONS PREVENT CREASE IN WATER BASED ADHESIVE SEAM HEFT WELDED SOLVENT BASED no r-o" ; r-o r-o" i r-6 3'-0' 5'-6` I 1'-0' 1'-0" I l'-6" 13'-6" 6'-0° : 8'-0' U0GREATER THAN 3/8" WATER PROOF ADHESIVE WITHIN 3" r-o' : i'-° r-o" ' r-o' 3'-6 s'-o r-o'" ,'-o" ; r-o' 4'-D" 6'-6" j_8'-6' ' _ - 14" z3o r-o' r-o' ! ,,-o• �..2'-6' ' <'-0• T-o' € 1'-0' V-o•. r-o'.1 4'-0' ! T-o', 1,T'-9" 314 MIN TO 1-1/4" TOSCAN RESIDENCE MEMBRANE SLOPE: 2% MIN. �OF EDGE I j 1/4" PER FOOT {—� �L 369 I'-0' 11'-0' i r-s' 3'-s° s-6'.. e'-9 i'-` . ,'-6 : 2-6" ; 6'-0' .6-0" ; 9'-6" 611 Lt 2 x D1 Dt Closely grouped round L2 2 x L2 Dz 6" 611 Do not cut MAX NOSING NO ( ) 560 1'-0• 11,-0• 2,-0' I'-6' 66' 9'-0' I ),-6• 3'-0"'I 4'-0' T-0" 9'-0" ]0'-0' no r-o° i 1'-0' I 1'-0" 1'-0` T-6' T-6• i 6'-0" l'-0' ,'-0" 1'-0' 3'-0" ; 6'-6" i e'-9° n'•o" minimum PROJECTION. O 230 1'-0" -�'-0' 1'-0" 11'-6' 13'-0• P-0' P-0" 1'-0° I'-0' l'-0' 3'-6• 2'-9• i T'.9' ),�-o• Pio field arelarger VARIATION N 4 minimum holes ar permitted ifNo field holes I r TOM & CAR LI METAL DRIP EDGE IB 360 r-o' ; 1'o t ,0 T-6' 4 fi 6'-6° T-0" 1 0" l'-0" j 1 6" : 5-0 9-0" 10'-0" 11'-6' a Iles to all the group erimeter cut holes than I�/2"in GREATER THAN 3/8° 610 JACKSONS LANDING EDGE, 560 l'0' ; 1'-0' . 1 0 2'-6" 5 0 T-6' 110'-0• 1-0' T-0• 3 0' 1 6-6' 10-0" 11'-0" 12'-0• cut holes ( pp g p p MATTITUCK, NY 11952 LEDGER BOARD BOLTS. 7 TV MEMBRANE ATTACHED holes exce t meets requirements for in hatched cantilever TableB—Intermediate or DO NOT cut or 4n hatched p Q WITH SOLVENT BASED Mnlmum distance from edge of holeto insldefaceof nearest intermediate or cantilever support knockouts) round ors uare holes zone NO VARIATION917-440-091 SEE LE R BOARD \2"X TAPERED S IPS GLUED ,elst T„w Round Hole Size Square or Rectangular HoleSize notch flange. zone q 9” MIN. GREATER THAN 3/8" ADHESIVE TO METAL aepth 2" 3" , fih" Bh" „' 13" 2• 3^ 4" 6h• 8%, „" 13" DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 SPECS. AND SCREWED T JOISTS lie 2'-0' T-6' j 3'-6' ` 1'_6' ) 6' 2'-6' 3'•6" 6'-6 SOFFIT BLOCKIN 210 r-0• '. i'•s• 3'-s' a'-o• T.6" ; i'-o• ,4',-0" ; r-s• i LOAD BEARING STUD NOTCHING AND BORING LIMITATIONS 25% MAX, DEPTH OF 40% MAX. DEPTH OF 9�h' 230 2.-6' T-0• 4'-°• 8'-6' t•, 2'-0' T-6' I a'-s" T-6' 1 _ __ _ STUD 360 3'-0' 4'•0' 5'-6' ! 9'-0' 3'-0' 4'-6' S'-6" 8'-0' STUD MAX MAX LLC COVERAGE 2" Sheet Title 560 9'-s s'-o s'-i'' Ia-o .L... 4'-9 .1..,5-6•.l s 6 ..t 9 o i ........I.. 2 X 4" 1-3/8" 1-3/8"HO 7/8" . N LE STUD FU O 1/ ONTINUOUS PVC CLIP no r-o' r-o r-6• € 4'-0• 8'-6 r-o" )'-s" 2'-s" r-o" s'-s - BORED HOLE AND NOTCHES GYPSUM BOARD O ;..... ..... .............i. . o............. 2"X 6° 2-3116" 1-3/8° BORED HOLE AND nrr" z o i o' s=o 2-e,, s'so" o o .. „_, �'-o';; i=s'_? 3,6` 8'-6•- io=s• _, 2"X 8" 2-7/8" 1-13/16" MAY NOT LOCATED IN SAME NOTCHES MAY NOT BOTTOM OF STAIRS JOIST HANGER 3s9 i'o 3'-0' ; /-0' 2-9• 119 z o 3 s ; s o 9 s II o iCROSS SECTION OF STUD 0 LOCATED IN SAME CROSSDET 560 1'-6' 3'-0' 4'-6' 8-0' 12 0' 3 0 4 6 6 0 10 6' IT-O' 110 1'-0' 1'-0' 1'-01 12'-0" 4'-6• 8'-6• ,'-0• 1'-o' F-0' 5'-0" NOTE: IF HOLE IS BETWEEN 40%AND 60% OF STUD DEPTH, 0 SECTION OF STUD STRINGER 3/4" BC-GRADE TONGUE AND GROOVE 219 r-o i'.o i'•o r-6' . s-6" 9'•6 1'.0 i':o ; z<o` : s-o" io'-o i,3'-0' " THEN STUD MUST BE DCUELED AND NO MORE THAN TWO PLYWOOD GLUED TO JOISTS ,WITH 3/32" la" 23o i<o 1'-0' r-o 3'-s s'-a lo'-s° ,'-o' r-a r-s s'-s it-o ,a'-s 369 _F i=o r-o" s-s", B'6 iz<e"-' i<o-"i-a" e'=o^,;`;;9-0" ;ii'-o 'id'=o ,, SUCCESSIVE STUDS ARE DOUBLED AND SO BORED. BORED HOLE MAX. DIA. BORED HOLE MAX. DIA. TREADS AND RISERS GAP PROVIDED AT ENDS AND EDGES O 5so 1'-0' 1'-0' 1'-6" S'-6' 9'-6' 13'-6" 1'-0" . 3'-0 s-o` lo•-o• 13's' s-o' NOT TO EXCEED 40% OF NOT TO EXCEED 60% OF WEDGED AND GLUED PANEL FOR EXPANSION/CONTRACTION AND 2,9 r,o`„ r-o•, 1'-0" ,'-0 3'fi, T'-a" lo'-° i_o r-a„ I'A' i 4':6" IO'-0' ,l2'-6'j 16'-0 SHRINKAGE OF FRAMING ,s" 230 0 1 0 : 1-0" 6' : 4-0' 6-6 ti.o , i 1 0 i u s o" STUD DEPTH. MAINTAIN STUD DEPTH. MAINTAIN INTO STRINGER as9 o 1:-o: ro 3-o s-6' i0'-o 13'-s' 1 0 t o z o >_s'_ 13 o j 14'-s l v o" NON-LOAD BEARING STUD NOTCHING AND BORING LIMITATIONS 5/8" MIN. FROM EDGE OF 5/8"MIN. FROM EDGE OF 5so i'-o" 1'-0' r-s i i_o' li'-0 I,s'-o i'-o" l'-0' : 3'-6' : 9'-0' 14-6" 16'-0' 18-0" STUD SIZE MAX.HOLE MAX. NOTCH DEPTH tea�a� ofwetlminimum)atlopandbottomothol6.00t+BTcutjotfittlan¢es. BORING TO EDGE OF BORING TO EDGE OF NOTE:ALL STAIR CONSTRUCTION SHALL COMPLY WITH IRC • Tables are based on uniform load tables in current design literature. 2"X 4° 2-1/8° 1 3/8" STUD. • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be 2"X 6" 3-5/16" 2-3/16" STUD. 2015 SECTIONS R311 AND R312 located at the center of the joist span provided that no other holes occur in the joist. Drawing No. 2"X 8" 4-3l8" 2-7/8" LOAD BEARING STUDS NON-LOAD BEARING STUDS 16 INTERIOR STAIR DETAIL 15 Awl 3 i_4" - DECK DET SCALE: 3/4 - V-0" A-14 " _ s_ " SCALE: 1-1/2 - 1 0 A-14 "r_ SCALE: 1 - 1 0 1"MIN.AND 3"MAX. VO.C.MAX. Copyright of Architectural Drawings-These plans are protected by BLOCKING @ 48"O.C. MAX IN FIRST #8 SCREWS @ 12"O.C.AND V MIN.AND 2-1/2" MAX. FROM CORNERS, WITH 1-1/4"MIN. PENETRATION INTO WOOD 0 0 0 0 0 0 0 0 federal law and are subject to copyright protection as an TWO FRAMING SPACES AT EACH END 0 0 REINFORCE WITH 2"X 4"BRACING AS SHOWN AT architectural work"under section 102 of the copyright act, 17 r. 2"X 4"CONTINOUS LATERAL (2) 10d NAILS It U.S.A. as amended December 1990 and known as Architectural FI -7] THE MIDDLE AND BOTTOM OF THE STORM Works Copyright Protection Act of 1990.These drawings are BRACE@ 6"'-0"O.C. (10)8d NAILS III R 1/4" PRESSURE RELIEF HOLES IN THE CENTER OF THE PLYWOOD TO RELIEVE PRESSURE DURING HURRICANE SHUTTER. SECURE 2"X 4"TO STORM SHUTTER 0 0 IIIFOU provided as an instrument for construction for the construction FLOOR FRAMING00 PANEL WITH 2" LONG#8 WOOD SCREWS @ 12" O.C. roject at the address shown on the title block of the drawings and 111 ' CEILING JOISTS 7/16MIN.THICKNESS EXTERIOR GRADE PLYWOOD SHEATHING STORM SHUTTER WITH MAXIMUM CLEAR SPAN OF 8'-0 . I MAX" " EACH STORM SHUTTER PANEL TO BE CLEARLY LABELED TO EACH CORRESPONDING WINDOW/DOOR ON THE 0 they may not be used for any project other than that listed at the 0 address shown on the title block without the written consent and GYPSUM BOARD /RESIDENCE FOR PROPER COORDINATION AND PLACEMENT. SHUTTERS AND BOLTS TO BE STORED IN AN EASILY 11,- . T o 0 — — — — — — — — — — compensation of the architect.This protection includes but is not 0111 111 ACCESSIBLE AND DRY LOCATION. — — — — -- — — — — — — -- limited to the overall form as well as the arrangement and 5d COOLER NAILS @ 5"O.C. L T 0 0 composition of spaces and elements of the designs. Under such DASHED LINE REPRESENTS WINDOW BEYOND 0111 1110 protection, unauthorized use of these plans,work or home 2"X BLOCKING AT LAST TWO represented, can legally result in the cessation of construction or 5/8" MIN.T&G PLYWOOD FLOOR CEILING JOIST BAYS monetary ALL PROPOSED WINDOW GLAZED DOOR OPENINGS SHALL BE PROTECTED WITH PRECUT PLYWOOD PANELS AS 0 0 Architects and/or Edward Koenig. buildings being seized and/or monetacompensation to Carmelhill SHEATHING GLUED AND SCREWED PER R613.6, R301.2.1.2,AND AS DETAILED HEREIN. ')TO EACH BRACE 2"X 4" BLOCK NAILED 0111 1110 1 WITH STAGGERED JOINTS WITH (4) 10d NAILSIII III WOOD STRUCTURAL PANELS WITH A MINIMUM OF 7/16 INCH (11 MM)AND A MAXIMUM SPAN OF 8 FEET(2438 MM) -C -75 T5- -T —o- NO. DESCRIPTION DATE 2"X BLOCKING FULL DEPTH OF JOIST 5d COOLER NAILS @ 7 O.C. INTO BLOCKING % SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT ' 0 0 0 0 SO THAT THEY SHALL BE ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT 1-1/4"X 20 GAUGE STEEL COILED STRAP#CS20 AS MFG"D. WITH THE GLAZED OPENING. PANELS SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. MULTIPLE PLYWOOD SHEET STORM SHUTTER ELEVATION V 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 -------FLOOR JOIST BY SIMPSON WITH MIN. 12" BEARING ON STUDS ATTACHMENTS SHALL BE DESIGNED TO RESIST THE COMPONENTAND CLADDING LOADS DETERMINED IN FOR OPENINGS LARGER THAN A SINGLE SHEET OF PLWYOOD, SECURE 2"X 4" BRACING AT MIDDLE AND 2 ISSUED FOR CONSULTING. 3-16-20 (10)8d NAILS SINGLE PLYWOOD SHEET ACCORDANCE WITH TABLE R301.2(2).ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BOTTOM OF PLYWOOD EVENLY SPACED,WITH THE 3-1/2" SIDE ATTACHED TO THE INSIDE OF THE STORM STORM SHUTTER ELEVATION VEW BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET(10 058 MM)OR LESS WHERE WIND SPEEDS DO NOT EXCEED SHUTTER.ATTACH THE 2"X 4"S TO THE STORM SHUTTER WITH 2" LONG 10 GAUGE GALV. WOOD SCREWS @ 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 CEILING AND FLOOR CEILING BRACING AT GABLE END RIM JOIST 130 MILES PER HOUR(58 M/S). 12" O.C. BEFORE INSTALLING THE SHUTTER, CODES. ACING A'T.END WALLS r2`�GABLE END WALLS ENDWALL STUDS' 3 GLAZED OPENING PROTECT IN DETAILS 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 A-15 SCALE: 1/2"= V-0" 5 REVISED WETLANDS COVERAGE 10-2-20 ��15 NOT TO SCALE N�YNOT TO SCALE CALCULATIONS. 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 4" POURED CONCRETE SLAB SLOPED AWAY F AND DRY STACK RETAINING WALL ELEVATIONS DOOR AND SILL STRUCTURE 1/4" PER FOOT. LOWER SLAB LE (S-2) ONE H2A STRAP EACH SIDE OF JOIST WITH (3)8d COMMON NAILS @ EACH END OF STRAP AS MFG'D. BY SIMPSON AS REQUIRED FOR BRICK OR BLUESTONE EXPANSION JOINT AND PAVERS. 7 REVISED PER BOARD OF TRUSTEES 1-5-21 RECOMMENDATIONS.50 FOOT NON-TURF HANDRAIL CONTINUOUS ON ER PROOF MEMBRANE 4 BOUNDARY ADDED,CHANGED SEPTIC TO LOW ONE SIDE OF STAIRS.ALL REINFORCED CONCRETE PORCH BEARS ON ROOF/CEILING BEAM -SEE PLAN FOR SIZE AND TYPE A ------�FOUNDATION ARMS TO FOOTING BELOW NITROGEN I/A OWTS,AND ADDED FOOTPRINTS V HANDRAILS TO COMPLY WITH OF ADJACENT HOMES. RESUBMITTED FOR (D 00 SECTION R311 OF IRC 2015 0 O.C. TRUSTEES REVIEW AND APPROVAL. AC4 STRAP AS MFG'D. BY SIMPSON EACH SIDE OF POST 2"X 6"LEDGER BEAM e) uJ #5 REBAR @ 24 AND BEAM WITH 1/2" DIA. BOLTS @ 3'-0" MIN. 4 1 4 1 1 — I "ISO EXTERIOR #5 HORIZONTAL REBAR V-13"O.C. "STAGGERED" HANDRAIL TO BE 34"TO 38" W ALL STRAPPING TO BE INSTALLED 16" O.C. UNLESS HEATING TALL-- OTHERWISE NOTED 4 11" MIN. TREADS, 8-1/4"MAX. RISER 4 2"X 4"PORCH CEILING STUD WALL <W 41 CONCRETE STEPS FORMED AND PLACED ON " JOISTS @ 16O.C. -J -w----_FIRESSURE TREATED POST. SEE FLOOR PLAN FOR SIZE 2"X BLOCKING STOOP ARMS AND TYPE t —0 BETWEEN STUDS CLEAR OPENING SHALL PREVENT 4 1 1--V �E IEEI I IEI I IEEI I IE— 4 0 EXPANSION JOINT 41 � PASSAGE OF(4" DIA.AT LANDINGS ABU44 GALVANIZED STEEL POST SADDLED AS MFG. BY 1/2"GYPSUM AND 4-3/8" DIA ON STAIRS), ;o 4"THICK CONCRETE SIDEWALK OR ASPHALT 'SIMPSON' WALKWAY OVER 3"WELL DRAINING CRUSHED VINYL SOFFIT BOARD SPHERE THROUGH GUARDS. ------- 1E El I I 1HEI I IEI I IEE� I lEd I II I I >'x.4 VERTICAL SPINDLE BALUSTERS 91, EXISTING GRADE IIAL COMPACTE GRAVEL MATER GUARD AND FALL PROTECTION TO —EI —E�E—EE 1),4 JOIST HANGER 4 COMPLY WITH SECTION R312 OF Ed 4 POURED CONCRETE PORCH. SEE FOUNDATION PLAN 2015 IRC. i —IIIVINYL SIDING--� 14 CLEAR OPENING CREATED BY A4-'�PORCH ROOF STRAPPING DETAIL ING L DGER BOARD DETAIL TRIANGULAR STAR RISER AREA 4. 4 (` 5�CEIL SHALL PREVENT PIASSAGE OF 6"�� -III ��15 SCALE: 3/4" V-10" ��15 SCALE: 1 1'-0" DIA. SPHERE AS PER SECTION 0 R312.1.3 EXCEPTION#2 OF 2015 '0 4 IRC. 8-1/4" M ,III=III III„Illli��l III,III IIIc;llli,iIII, ,III,IIIi,i1II 1II lII,lI1 T i INSULATION BETWEEN STUDS FOUNDATION WALL OF MAIN STRUCTURE CAD File Name: TOSCANO REVISED 7.1ayout Drawn By: Edward Koenig CONTINUOUS BEAD OF CAULK SEALANT -'�STOOP AND STAI CONCR �6STAIR AND RAILING ELEVATION K-7 R ON ETE DETAIL PLUMBING PIPE —4 SCALE: 1/2" V-0" �15 SCALE: 3/4"= V-0" Architect's Seal 4 1 1 4 4 4 1 4, 4 Z 17 --ELECTRICAL WIRE .4 A A TABLE 8507.2 \C-) DOUBLE TOP PLATE 4 4. � (Deck live load 40 psf,deck dead load 10 psf,snow load f�40 pspsf)CONCRETE SLAB AS AIR BARRIER OVER 6M DECK LEDGER CONNECTION TO BAND JOISTa,b MIL CONCRETE RATED VAPOR BARRIER JOIST SPAN 4A 6'and less to 10'1, 10'1"to 12'112=1 141"to 16'i 11161"to 18'1 EXPANDING FOAM SEALANT 1�4 --_ AROUND PENETRATION CONTINUOUS FOAM SILL SEALER, FULL CONNECTION DETAILS WIDTH OF MUDSILL 0 , On-center spacing of fasteners 4 THRESHOLD PROPERLY EXTERIOR SHEATING 1/2-inch diameter lag screw with 1!2-inch maximum sheathingi: d 1 30 23 18 15 11 10 4 -------CONCRETE FOUNDATION WALL AS AIR BARRIER FLASHED AND CAULKED ............................... �-�WRE SECURED TO STUD 1/2-inch diameter bolt with 112-inch maximum sheathingd 1 36 36 34 24 21 19 STUD WALL 29 TO PREVENT WATER I STUD INTRUSION 2"X RIM JOIST 1/2-inch diameter bolt with 1-inch maximum sheathinge 36 36 29 21 18 1 16 ..............1.1.111.1........................................................................ .............................................................................................................. ..... . ....I........................................................... ............ ........... ............ ............................ ................. .............................. ...................... CONTINUOUS FLASHING SiMPSON DTT2Z F:)7SI:I ir=h-Z54mmj foot-204,13 rn�r,I pound Fersq-tare foot-0.079 kPa, AIR SEAL DETAIL AT BOTTOM OR TOP BOTTOM PLATE ON SLAB EXTENDING PAST JOISTLATERAL CONNECTOR a, Ledee,r sh3il bt lashed in accc,darce wjtf�Semon P7,3-1 to p-even.,:eer fr,"c�,acvng .-nouse riand isirz. HANGER -All (MINIMUM OF 2 SETS 0, sn- load she'rot Le asso�.ed to act coric'i-rertly vIth live load. r`�PLATE UT11-ITY PENETRATION, IR BALING DETA /ARE REQUIRED, EACH c,7hiottt�p of tle lag screw shaki fjIly exterd beyortc!the i-s d-i face cftt.e Lard jc-st. 8 IL 1/2" DIA. HDG GALV. ET WITHIN 24"OF id, Sheathrg sha`be v,,o:Id straval paner or solid sa.vr.lumber, CARMELHILL �A-15)SCALE: 1" 1'-0" THREADED ROD WITH S DECK �A-15)13CALE: 1-1/2" V-0" EACH END OF e.SieF-,hrS-i,,i:l Le o'be v��,od Zu:tur"I p enej.gy.�:� b�,SreL f;ce-003'o, fz�sl-e--�,jrg Lir to!/�+icn zhickre-s of 5t-acl ad asi-ers shall be per-nit-ed to s�b,.'rute NUTS AND WASHERS ln&ofl&ov ,Ie�7*.�- -E J,�%----s tvi,e,e.C,-r,b:-?d Sn-uctur!i or luml:er ARCHITECTS TABLE 8507.2.1 ATTIC INSULATION 2"X P.T. DECK JOIST PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS "--�MANUFACTURERS RECESSED LIGHT ENCLOSUREMINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS EILING JOIST BEYOND X FLOOR JOIST TOP EDGE BOTTOM EDGE ENDS ROW SPACING qnn JOIST HANGER-- h ' 2 i d Legernces J 31, b 15; b MASTIC AT INNER LINER 4 41Ch 2 inches &inches ................ .......................—-............ ..................... .......----------- EXPANDING FOAM SEALANTAT 2"X P.T. LEDGER BEAM '40—COINCRETE PIER Band Joist' 3�4 inch 2 inches 2 inchest' 15iginchesl` PERIMETERINSULATED FLEXIBLE DUCT BOLTED TO STRUCTURE ......................I......................... .............................................................. .....................................................I................................................................................................................. .............................................................................................I....................................................................................................................... WITH 1/2" DIA. GALV..- Fo,SI:I irch-25 4 n7m. BOLTS @ V-16"O.C. a. Lir 77 scrPvs or she.tt scvEerec f-c-!1�e tl-e bS:-Sn1 alcrS the run of[-e dej.IeJrI!rir e:c,f!n.-e vd!h Rix-R507.21(l). "STAGGERED" 'n-e3. cFore-zireeredrvnjots-s io i FnGER BOARD TO FLOOR J01 ""T d. The miln:murn dis:-ance from borwn)ro,v of tag s:-evz n,oohs:o the t.p edge of the ledger shall to n=,-cordance w;th F; -irc 2.1 N). www.CAR M E L H I L L.C O M 1/2"GYPSUM BOARD CEILING IE AT INNER LINER ��J15 SCALE: 1" = V-0" I— I IE AT OUTER LINER Architecture Firm: CONTINUOUS BEAD OF CAULK --DUCT BOOT /AT PERIMETER -CARMELHILL ARCHITECTS SEALANT(TYPICAL) "THE ENERGY GUARD"R-38 "THE ENERGY GUARD" R-38 EDWARD KOENIG - R.A., A.I.A. "THE ENERGY GUARD" R-38 RRIGID FOAM BOARD PREFAB RIGID FOAM BOARD PREFAB RECESSED LIGHT FIXTURE RIGID FOAM BOARD PREFAB INSULATION COVER, OR EQUAL INSULATION COVER, OR EQUAL 415 LAKE AVENUE SOUTH INSULATION COVER, OR EQUAL NESCONSET, NY 11767-1848 rii ► LIGHT FIXTURE DETAIL 6hCONTINUOUS AIR SEAL AT DUCT BOOT AT PERIMETSEALANT 631-277-3337 E.RT Website: www.CARMELHILL.com 5 SCALE: 1-1/2" 1'4' A�15 SCALE: 1-1/2" 1'-0" HVAC FOIL TAPE". HVAC FOIL TAPE CONTINUOUS SEALANT HVAC FOIL TAPEel, f Email: CARMELHILL16@gmail.com AT PERIMETER J Project Title: WOOD TRIMMER BEYOND ( INSULATION BETWEEN STUDS F TOSCAND RESIDENCE CONTINUOUS BEAD OF CAULK SEALANT WOOD HEADER PULL DOWN EYE HOOK TOM & CAROLINE TOSCANO INSULATION BETWEENI INSULATION BETWEEN (TYPICAL FOR FOUR) INSULATION BETWEEN JOISTS CEILING JOISTS CEILING JOISTS 610 JACKSONS LANDING 4" RIGID FOAM BOARD INSULATION PULL DOWN ATTIC STAIRS-- PULL DOWN ATTIC STAIRS MATTITUCK, NY 11952 Z(R-30 MIN.) 917-440-0916 DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 INSULATION BETWEEN JOISTS TRIM OPENING TO WITHIN 1/2" OF Z EACH SIDE OF FOAM INSULATION ----,,CONTINUOUS FOAM SILL SEALER, FULL WIDTH OF LEVEL Sheet Title MUDSILL 41L CONCRETE SLAB AS AIR BARRIER OVER SM --1/2"GYPSUM BOARD A .. CONCRETE- DETAILS, RATED VAPOR BARRIER TRIM Z PERIMETER NEOPRENE WEATHER 4 I ----- A 4 7 STRIPPING GASKET ��7 ---CONCRETE FOUNDATION WALLAS AIR BARRIER FASTEN ACCESS PANEL SNUG TO TRIM WITH PERIMETER SCREWS PULL DOWN EYE HOOK ACCESS PANEL Drawing No. 7S/IUDCALE: 1"n siu/Fum JOIST AIR SEAL DETAIL ri-4rl'�ATTIC-HATCH AIR SEAL DETAIL 5`�ATTIC STAIR AIR SEAL DETAIL A=14 A' = V-0" A-15 SCALE: 1-1/2"= 1'-0" �15 SCALE: 3/4"= 1'-0"