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Home My WebLink About49896-Z of souryo� Town of Southold * * P.O. Box 1179 �0 53095 Main Rd CouN.". Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46211 Date: 06/02/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1645 Calves Neck Rd Southold,NY 11971 Sec/Block/Lot: 63.-7-3 8 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 09/14/2023 Pursuant to which Building Permit No. 49896 and dated: 10/16/2023 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: Additions and alterations (demolition per Southold Town Code), including finished basement, front covered porches, outdoor kitchen, and second floor balcony,to existing single family dwelling as applied for per ZBA#7758, dated 4/20/2023. (Attached garage is existing and repaired). The certificate is issued to: Patrick Browne,Ann Marie Browne Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22-1612 12/24/2024 ELECTRICAL CERTIFICATE: 49896 05/30/2025 PLUMBERS CERTIFICATION: George J. Berry Jr 05/16/2025 Aut ize ignature fat/,co, TOWN OF SOUTHOLD ay BUILDING DEPARTMENT ti z TOWN CLERK'S OFFICE SOUTHOLD, NY J 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 #: 49896 Date: 10/16/2023 Permission is hereby granted to: Khutsishvili, Maia 1645 Calves Neck Rd Southold, NY 11971 To: demolish (as per Town Code definition) and reconstruct a single-family dwelling as applied for per DEC Non-Jurisdiction letter, ZBA, Trustees & SCHD approvals. At premises located at: 1646 Calves Neck Rd, Southold SCTM #473889 Sec/Block/Lot# 63.-7-38 Pursuant to application dated 9/1 412 0 2 3 and approved by the Building Inspector. ' To expire on 4/16/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,447.60 CERTIFICATE OF OCCUPANCY $50.00 Total: $3,497.60 i Bui ding nspector SO(/p�Ql Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 1 1 971-0959 'Q UN1`I,�c BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Patrick &Anne Marie Browne Address: 1645 Calves Neck Rd city:Southold st: NY zip: 11971 Building Permit#: 49896 Section: 63 Block: 7 Lot: 38 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: G&S Electric License No: 578ME SITE DETAILS Office Use Only Residential X Indoor X Basement Solar Commerical Outdoor X 1st Floor Pool New X Renovation X 2nd Floor Hot Tub Addition Surrey Attic Garage INVENTORY Service t ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Sump Pump Other Equipment: 2 Story.Single Family Dwelling with finished basement and outdoor kitchen Notes: *See attached sheet Inspector Signature: Date: June 2, 2025 S.Devlin-Cert Electrical mpliance F rm 9) Town Hall Annex Telephone(631)765-1802 54375 Main Road iFax(631)765-9502 P.O.Box 1179 c Southold,NY 11971-0959 `��uulY l►s4' t �J BUILDING DEPARTMENT ` = TOWN OF SOUTHOLD ! ; r MAY 1 6 2025 L gilding DOrariment s To";vn o;Cnutllold - - - - C E R T I F I'C A T TO-N G� Date: Building Permit No. 4 Owner: t (Please print) o Plumber- (Please print) 7f I certify that the solder used.:ir=the.water supply system contains Iess than 2/10 of 1% i lead. dq (Plumber ignature) Sworn to before me this . SA day of 2011� VICKI-L BERRY Notary Public - State of New'°York Notary Public county. No. blBE6070081 Qualified in Suffolk County Commission Expjres a0E SOIQyo# TOWN OF SOUTHOLD BUILDING DEPT. `ycouto, 631-765-1802 INSPECTION [ FOUNDATION 1 ST I��N� [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: � GvDowd vw DATE INSPECTOR [ qa 9{4 �OF SOGlyO6 # # TOWN OF SOUTHOLD BUILDING .DEPT.. IOU�+N 631-765-1802 INSPECTION . [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING V- FRAMING /STRAPPING [ ] .FINAL [. ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE:RESISTANT CONSTRUCTION [ .] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] ' CODE VIOLATION [ - I PRE=C/O [ - I RENTAL REMARKS: C �G DATE -INSPECTOR OF SOGTy�� # # TOWN OF SOUTHOLD-BUILDING DEPT. °ycourm 631-765-1802 M INSPEC . 1ON [ ] FOUNDATION 1ST/ REBAR ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION/CAULKING FRA UUML STRAPPING [ ] .FINAL [_ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY'INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] .PRE C/O [ ] RENTAL REMARKS: h di 64 l ' mc to DATE INSPECTOR OF SOUT A/ t � # # W THOLD BUILDING DDEPT. T b SOU urm,��' 631-765-1802 INSPECTION . ' [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE-SAFETY-INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION- [ ]- FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: LP c c - 6n ^� `�- r1 C. C�< DATE r' INSPECTOR 0FS0UTyOlo f y � TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION ' [ ] FOUNDATION 1ST/ REBAR [ .=ATIOWCAULKING H PLBG. ] FOUNDATION 2ND - [ [ ] 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: 44kt , 17 S;� lele- 4t sagow, ow e aoo S� e�sv s a S tVI l/ he �62 DATE - �- INSPECTOR SOGIyO� TOWN OF SOUTHOLD BUILDING DEPT. o to, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.- [ ] FOUNDATION,2ND [ ] INSULATION/CA LKING [ ] FRAMING /STRAPPING [ FINAL IkJO d J [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION - [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]' PRE C/O [ ] RENTAL REMARKS: Amea&nl elms 42 es-- ou g- ShZ v&2e. R esv& %I Z4ah vas .JV S. . Asylk-boyi Cee—r fi coL� . 7r,2 uss vlotca.rzA ors iue ke—. AlAtb)*" gV j e,. te ! C2,hh"'coLk. 7tizus�ee-s C' C'. DATE INSPECTOR �- OF SOUTyO� � � �# T WN SOUTHOLD UILDING DEPT. coo 631-765-1802 INSPECTION ' [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ( ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]' FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ��ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS ct��V �` i �fr1��Ul a&n vcc,rvl vpL/��uc iq A4 badU C4'of ell lc�Q e f V Li DATE G INSPECTOR 4 1 lt i 1',.� ,J Ul �1 J, � Jill! 1 I..� E. ! b; F 1.1 �,91"- 11 i fill, , 1 31�IF�� vP/✓atrl/ rlAG� - t t �jJfiTrtp__— I�A�H�JTEt_ H&ED fI �''1i1t3 sat! It�iilll.• ``,� a k_g' inljtiil�;"�gn rr �\, fllll!II�t °�� ? .hq jl;l�i�ll \ a s�R 1 l YAST \ R \ U tz� �� M , I_ ,1t ,i t! �! 1__► dlilf I t •�Lt � 1 w/AEcoa.ER BASE dMY/ r4l i!! [ 6 05- 05_ /rV WIAF+BAR JvftP - si�i'frr -- Srsn BASFUv '' BASC REFQA/I b'My 1?!1 RgsF qA2 _ I:ki�f I •(�97N-o Krr 4 urs�.{l 131!?I BAR Nr yE iv tl�ii bt!!1 f lli U'.NF �R Fl 46 it l,l!iif .SINK q - rllllrlli�f! �V fit/ - ,._ „-= =��:�. n �� , � � pry •� �� - Pr�� ., �-�-- i i `,.s ' F F ti�ItyUi;l, I, '1��it��._3rvoP Y�[Baed �F 1 3"�wroN FF ...a Ytl� Man�1 dNndS ._.l rio.. ,, w -SadNG �rcmH�ro- F i'a'1oa l i.�L a�riM�Us+bM 1�M Ay-u,Yd t +nvai�rz^ a 11=5 PMW 91"d!qua�110 i 1 9 "Now- i n p ECE0WE J U N - � 2025 Building Department Town of Southold e. E C E 0 W E J U N - L 2025 Building Department Town of Southold t 4 iN l 'I i r� J U N - 2 2025 N—lilclirn Derarkmeant i t { PI e ti ` 1 69025 e ZZ East • Insulation 1977 Main Road, Laurel NY 11948 CERTIFICATE OF Building Department Town of Soulffiold PROJECT INFO: DATE OF INSTALL- 8/24/2024 1645 CALVES NECK ROAD 4 SOUTHOLD, NY Location Insulation Type *IncheS R-Value ROOF.RAFTERS .5LB OPEN CELL 8 NOMINAL R-30 SPRAY FOAM ABOVE GRADE ` R-1$UNFACED 3.5 R-13 EXTERIOR WALLS BATT ABOVE GRADE 2LB CLOSED 2 R-14 EXTERIOR WALLS CELL SPRAY 2X6 FOAM ABOVE GRADE '.2LB CLOSED ..3 NOMINAL R-22. ' EXTERIOR.WALLS .CELL SPRAY' . . . . 2X4 FOAM RIM/BAND 2LB CLOSED 3 NOMINAL R-22 JOISTS CELL SPRAY FOAM BASEMENT 2LB CLOSED-. 3 NOMINAL. 'R=22 FOUNDATION: .CELL SPRAY WALLS'. . .':..FOAM,':.. THERMAL/ INTUMESCENT EXPOSED SPRAY IGNITION PAINT FOAM ATTIC/ BARRIER BASEMENT WINDOW AND CAN FOAM LOW PERIMETER ALL DOOR FOAM EXPANSION WINDOWS AND SEALANT DOORS ...................................... ................................................------ --- ------- ......••.. --••-•----------- ................................................. •------- ............. DATE OF FIRE-STOP: 8/24/2024 Location Insulation •- Inches R-Value Authorized Signature I Frank Fenoy Jr certify that project referenced above was insulated as estimate signed by home owner/ builder, and that the install was preformed in conformance to the applicable codes and or verified by architect and or HERS rater prior to install. r . DATE OF FIRE-STOP: 8/24/2024 ! Bu ld' ng Envelope anal Duct Tightness S�` ep�n ' , 'F - r ;.' 201$IECC as amended by Elie 202U New{York State Supplcinent,sect!ons R402 41F 2 and R403 3+t: :r w.._. .., -_r_ t .x.__. s Address'of Tgst"16, ,Olycs Neek Rd?'Saathold,NY 11971 `Test'Date , 5121'/2425 Buildu�gPermit#`49$96 2 (�o C 'ce°Pathway Performance . x . � LS Test',Cornpleted byt CliistopherrSit RE TsRater ID# 4150294 :- . Ho ne'BI a Solutions:. r A #: 2025 HATE II3# 4 18'Z�EastMaln Street 1CC.II}# ",:.�-��,,�A,� 1 ,,-��1,�-4"- dy ', " Huntington,=NY`l'1r743` x BPI# G31'S73 Q664; Building Department , , ., Baildin Envelope Tightness f,,` ,; 4 : t i . xYolume`Caleulat�on: 'Check if z_4 � ,3 Flool' Areax Volume d� ;��ondrtioned Basement - -a" im nt , "1472 13,24$ 'M Conditioned Crawl SpaceE ; s, F S _ 0 Sealed Attics f , �1 2596 23,3d4�, r l 2"tl 2082 3ll, 2. " - # ' *The conditioned floor'area of dwelling�s caleuiated n 3`m is accordance with ANSI Z785,rexcep hat conditioned floor ._ �� Atttc ;area s�a�eas where the_, mg�height�is less than 5 `I -I "t ' ` Total'�olgme= 6810I fi r x _ „� i E I , CF1VI}@50 pa 1492 2 Aar,changes/lar�5 a�1.3] Code Compliance. Pass s __ - ,".,.,"I�',,,,�-.,-%,1,-",--.�`�.,,.II--',�I';,'"-,.-�I,�,1,�.� .�,,.,'-',�."4--':;-.,',_-,.--��,-_-",--.I".��.'.�,;"1,-,1-,-i-1�I.j':":��,,�,,""I".k,;1t',"c I 1�.,I'��,I Ir1,�,�I.".,,.,",,��,1,,I,-I I-F—-�,�,��i ,-�".,",;,,T-,�1"-.�1,",',-�,",!�,--�;�z,,l-1�--.-',�1,"'I`,:I--�-,,'",-,,'L��LII�-,,"._.', ,l�I.—��..-,1---,,?I-."�..,:,,-_�'-,-,I—--I,�-�,-1,—,-—,�,.-��",-,��,,',�,-,.,,,,'-�-�,,:z��'�,,1,,1,--�I_II,,,.,1'.I,-��,1,1,�1,�V-,,-�,-.,,.�1�*",,,I�I;'" ;1'�7;1'"--,"..,.T 1-��1",,'�—-"1,'—,,:'::.k-I,,,�,1��,-��.�'-��-",-""-."--j�'.1..,,��,:,.-.I�"I�,,,"-�--1--,,,-�.-,��-",I.��-,,,1�,L1'-��,-,-.,'_%,r�.,.,-I,�,,,,,-��-�-I----,�-,t;,-_'.,:-,_'�",-I"�,1-- ,,,----.,,,-",--.,�.'�.,,,."1--,,,"�,:,,"Y�,,".",,"'-,,-,, ,,',.".,,�I,,�,7�-�',',L-1",�_-_--�A,,,,-��I,_,I,-I'�-�,.,� a .,r x , s :...._m.._�., l e. .. . I- _ . _" ;:mo ��-'-7,,I�'�"�,'�.",,�',:�-",-I-�,l1--1'-,1,--,�I,-�1,�I1�,,,I,'�.'— �. x .. - �,,-�,.--�,",,-.,-,.-',.-'-',-,�:!�'",1'-,-�%,,,�,'--�'-%_�I'�.,2," �--,I;��t_;1��,-�—',-�-,�,r�:,1,� ''�I"1—T�--,�,7-',,-.,""I'�'"-,1,,,1�-"1,-�-'-,,,,�,��-".-".,Z,�,,�"r,j'_","��,,",z�,'"-_-,-o': ��',;-�,�",,-�':t,,7,.--.�,"-.,I4-',,-' �-,,�I,'-'"�-,,`, ,:,l,�-,�--,�,,,: .-,,",--,-1,.�l,'��I*,�"�,.,,--',i�-,,.I!�""�"-- -":.�"—�--7--- ,I,,l � �i II , ,-iz-.)-: It . n _ .. ... -n..-. _. _ .._ r ._ -. a�. ._._..-.... , .. ` Post Construction Tent Total'Duct Leakage Duct Tightness: t y I_ ; ,, s System-1 'Within Condihon Space ' i fl ' Duct Iocahon'�Condihonecl Space R z ` t Floor Area ., { Y` 1,eakage ,CFNX;@`2Spa n/a. ; CF1V1%lOQ ``ft�`CFA Via.. ,_,u 5 yCode Compliance. Exempt,I § } t a. :< J '� 'n : t T - 5x °'� a z t , System 2 I 1 ,' .i { J r } c I ' �e �))UC,L,OCat10I1 f � i,r3 Floor Axes - fi Y , ` i , :'j Leakage CFM<@ 25pa _. eFlU/loo ft2 CFA, m Code Compliance: i s ' - d fit` ` s :� `. ,System 3• = _ 4, Dl1Ct Lf]Cilt1011 k * ' ,.III ;{ r' `1 y' Floor Area, F i . Leakage CFM @ 25pa t CFMIIQO ftZ"CFA�; Code Compliance. i j ' . :{, r , ,3t I, }-n,.:,._ .a' ._... ,. .._�,: ,.. ,.-t.=.._ ...,__...:'.i- .._r.. ) - x - - f.. y C -. ° y i All buildin enrrelope tightness hasrlyeen verrfted'and'eoh,'ducted,i'n accordance uvith RESNET/ICC 380 ASTM E779 ortA5TM E1827,yas ` f g _ >',,_ ,required by 2018'IECC as amendedl'by,this 2020rNew York State Su-A--ent,,;sectron'R402412}The budding duet and plenum �' ,° system has been verified as:required by'the 2018 iECC a5"amended by 2020,.NewYork State Supplement,Section R403°3 4' 1 L, Si store e, r � ` � � Chr�stop, er�Silr�a;IIon�e?Tiner#;y Solufions y �' ° -�` n Lw H 6 M -t t N K t Y u V 7 E.Main Street SO L .0 T. I 0 N S. v`?�-141 � ton,NY 11743 5 (631)673-0664 CONSERVATION THROUGH EFFICIENCY M A� 6 202 gdlamay3@gmaif.com PRE-DRYWALL INSPECTION3 ' ��d Date: b 2-12d INSPECTION RESULTS Builder: Air Sealing 2 P'ASS ❑FAIL Address: (e�S J•-S �-� Insulation F PASS ❑FAIL Lot # t4ysc. Duct T� ❑PAShS l ❑ I� vt `, ITEMIZED CHECKLIST STRUCTURAL COMPONENTS N/A PASS INCOMPLETE WINDOWS 1. U: SHGC: ❑ E3/ ❑ Garage Joist 2. U: SHGC: ff ❑ ❑ Cantilever WALLS ❑ ❑ Soffit AGW 2 x to R-SA ❑ E3"' ❑ Attic Knee Wall Hybrid Wall: Foam R- Batt R- 3 ❑ E2"" ❑ Fireplace Exterior Ins: R- � A ❑ Y ❑ Bathtub ❑ EPS ❑ XPS ❑ Polyiso ❑ []✓� ❑ Sill Plate Garage Wall: R- 2� ❑ ❑ Top Plate Foundation Walls: R- tL4 - 21 MECHANICAL VENTILATION FRAMED FLOORS '2-`�"crc ❑ Energy Star Rated Bath Fan Abv Garage: R- j ❑ ERV Abv Basement: R-' ❑ Fresh Air Intake Cantilevers: R- w= ROUGH DUCT TEST CEILINGS Duct cation Flat: R- AH1: -- CFM -I o" AH2: CFM Vaulted: R- Sealed Attic: Thickness: CC ElLDSF AH3• CFM OTES: 'sY,y 1 1� [ES REPRESENTATIVE SIGNATU H(E)M E ENERGY Load Short Form Job: 1645 Calves Neck Road SOLUTIONS Date: 10/27/2022 Entire House By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com �— i 1 Project Information -T For. M AY 15 2025 1645 Calves Neck Road, Southold, NY 11971 Building Department Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db('F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 2(Average) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) AHU1-BAS./MASTER 1692 20216 9309 600 600 AHU2-1ST FLOOR 2126 25841 15331 800 800 AHU3-2ND FLOOR 2092 34426 17336 1000 1000 Entire House 5909 80483 41974 2400 2419 Other equip loads 20351 2862 Equip.@ 1.00 RSM 44836 Latent cooling 6721 TOTALS I 5909 I 100834 I 51557 I 2400 I 2419 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t - - wrightsoft- 2022-Nov-01 13:24:16 RightSuite@ Universal 2021 21.0.08 RSU20822 Page 1 + ...Ives Neck Road\1645 Calves Neck Road ManJSD.rup Calc=MJ8 House Front faces: W I-10ft M E E N E RG Y Load Short Form Job: 1645 Calves Neck Road s CI L LIT I+-)N s Date: 10/27/2022 AHU 1-BAS./MASTER By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1645 Calves Neck Road, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 2(Average) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make WEIL-MCLAIN Make Carrier Trade H2O COIL Trade CARRIER Model ULTRA 155-CT+H2O-3-1520-06 COIL AT 140F Cond 24ACC618AO0300 AHRI ref 5677847 Coil FV4CNF002L AHRI ref 9177996 Efficiency 94 AFUE Efficiency 13.0 EER, 16 SEER Heating input 155000 Btuh Sensible cooling 12600 Btuh Heating output 29953 Btuh Latent cooling 5400 Btuh Temperature rise 45 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.030 cfm/Btuh Air flow factor 0.064 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.77 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) BASEMENT 1208 14034 5811 417 374 MASTER SUITE 484 6182 3807 183 245 AHU1-BAS./MASTER 1692 20216 9309 600 600 Other equip loads 6198 1619 Equip. @ 1.00 RSM 10928 Latent cooling 3211 TOTALS I 1692 I 26414 I 14139 I 600 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wriightsoft" 2022-Nov-01 13:24:16 i' ..w,•, .�,� Right-Suite(E)Universal 2021 21.0.08 RSU20822 Page �+ ...Ives Neck Road\1645 Calves Neck Road ManJSD.rup Calc=MJ8 House Front faces: W 1-1(�)M E F N E ItG Y Load Short Form Job: 1645 Calves Neck Road so L-LIT 10 t S Date: 10/27/2022 AHU2-1ST FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-ehergysolutions.com Proj ormation For: 1645 Calves Neck Road, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 2(Average) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make WEIL-MCLAIN Make Carrier Trade H2O COIL Trade CARRIER Model ULTRA 155-CT+ H2O-3-1520-06 COIL AT 140F Cond 24ACC624AO0300 AHRI ref 5677847 Coil FV4CNF003L AHRI ref 9178271 Efficiency 94 AFUE Efficiency 13.0 EER, 16 SEER Heating input 155000 Btuh Sensible cooling 16240 Btuh Heating output 36197 Btuh Latent cooling 6960 Btuh Temperature rise 41 °F Total cooling 23200 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.031 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.79 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (Cfm) (cfm) DINING ROOM 439 5928 2443 184 128 ENTRY 113 2286 877 71 46 KITCHEN 337 3614 3644 112 190 LAUNDRY 1 78 2380 771 74 40 LIVING/DINING 597 4452 5468 138 285 LOWER HALL 262 436 44 14 2 MUDROOM 77 3194 564 99 29 OFFICE 120 2327 1061 72 55 PANTRY 72 1224 459 38 24 POWDER 30 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w Itg11tso t, 2022-Nov-0113:24:16 •x-. ,. ,., RightSuite®Universal 202121.0.08RSU20822 Page ...Ives Neck Road\1645 Calves Neck Road ManJSD.rup Calc=MA House Front faces: W AHU2-1ST FLOOR 2126 25841 15331 800 800 Other equip loads 7112 1963 Equip.@ 1.00 RSM 17293 Latent cooling 4564 TOTALS l 2126 l 32953 I 21857 l 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft° 2022-Nov-01 13:24:16 -,.w... .,.� Right-Suite®Universal 2021 21.0.08 RSU20822 Page ...Ives Neck Road\1645 Calves Neck Road ManJSD.rup Calc=MJ8 House Front faces: W 14(�OM t✓ ENERGY Load Short Form Job: 1645 Calves Neck Road S 0 L t r T 10 to S Date: 10/27/2022 AHU3-2ND FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project Information For: 1645 Calves Neck Road, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 2(Average) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make WEIL-MCLAIN Make Carrier Trade H2O COIL Trade CARRIER Model ULTRA 155-CT+H2O-3-2020-08 COIL AT 140F Cond 24ACC63OA00300 AHRI ref 5677847 Coil FV4CNF003L AHRI ref 9178717 Efficiency 94 AFUE Efficiency 13.0 EER, 16 SEER Heating input 155000 Btuh Sensible cooling 19740 Btuh Heating output 45259 Btuh Latent cooling 8460 Btuh Temperature rise 41 °F Total cooling 28200 Btuh Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.029 cfm/Btuh Air flow factor 0.058 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.80 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (Cfm) (cfm) BATH 1 97 1996 321 58 18 BATH 2 88 335 55 10 3 BEDROOM 2 204 4414 2057 128 119 BEDROOM 3 240 4500 2079 131 120 BEDROOM 4 257 5539 2186 161 126 LAUNDRY 2 63 1876 2110 54 122 LOFT 1 251 3316 3691 96 213 LOFT 2 199 3622 3068 105 177 UPPER HALL 377 6164 1382 179 80 WIC 2 37 0 0 0 0 WIC 3 130 1335 190 39 11 WIC 4 149 1330 197 39 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti - WI'Igl1l�aOf[- 2022-Nov-0113:24:16 Y..tn.o , Right-Suite®Universal 2021 21.0.08 RSU20822 Page A a ...Ives Neck Road\1645 Calves Neck Road ManJSD.rup Calc=MJ8 House Front faces: W AHU3-2ND FLOOR 2092 34426 17336 1000 1000 Other equip loads 7041 2161 Equip. @ 1.00 RSM .19497 Latent cooling 4811 TOTALS 1 2092 1 41467 1 24308 1 1000 1 1000 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 449- wrightsoft" 2022-Nov-01 13:24:16 Right-Suite®Universal 202121.0.08 RSU20822 Page ...Ives Neck Roadk1645 Calves Neck Road ManJSD.rup Calc=MJ8 House Front faces: W H(�)M E ENERGY Load Short Form Job: 1645 Calves Neck Road 5 0 L Lr T I Ca N S Date: 10/27/2022 BASEMENT By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1645 Calves Neck Road, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db('F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 2(Average) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) BATH 3 60 1296 187 38 12 GAME ROOM 532 5082 2673 151 172 LAUNDRY 3 173 2116 674 63 43 MEDIA ROOM 442 5540 2277 164 146 BASEMENT 1208 14034 5811 417 374 Other equip loads 0 0 Equip.@ 1.00 RSM 5811 Latent cooling 640 TOTALS I 1208 I 14034 I 6451 I 417 I 374 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrights®ft 2022-Nov-01 13:24:16 t -f„„.ena....� Right-Suite@ Universal2021 21.0.08 RSU20822 Page 7 Ara ..Ives Neck Road\1645 Calves Neck Road ManJSD.rup Calc=MA House Front faces: W 1-I Q NI E ENERGY Load Short Form Job: 1645 Calves Neck Road S O L Lr-r 10 v S Date: 1 012 7/2 02 2 .ma•n@ MASTER SUITE By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1645 Calves Neck Road, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 2(Average) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) MASTER BATH 171 2733 1366 81 88 MASTER BEDROOM 273 3449 2441 102 157 WIC 1 40 0 0 0 0 MASTER SUITE 484 6182 3807 183 245 Other equip loads 0 0 Equip. @ 1.00 RSM 3807 Latent cooling 785 TOTALS 1 484 1 6182 1 4592 I 183 1 245 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrightsoft^ 2022-Nov-01 13:24:16 ,. .•. . ...� Right-Suite@ Universal 2021 21.0.08 RSU20822 Page 8 +� ...Ives Neck Road\1645 Calves Neck Road ManJSD.rup Calc=MA House Front faces: W 1 N Basement LIOUTYROOM �• STORAGE em m ry.. CRAWL BAT - am i vda I' HS i IL GAMEROOM IAUNDRY3 L.rm ,MEDIA ROOM - ARUI-BASEMENT!MASTER CRAWL Mediartc�LegeM _ a ,snamB�s�yrn�c g.-------p -Street Metal ReeWm7nmk Flez Dud v L4 y , wiGMaRegNLLr .�_ _Cddle,Re�slei Aevm _. -_� � I waocnoe,R s4r Job#: 1645 Calves Neck Road Home Energy Solutions Scale: 1 : 186 Performed by Jonathan Vasquez for: Page 1 187 E Main St Right-Suite®Universal 2021 1645 Calves Neck Road Huntington,NY 1.1743 g 21.0.08 RSU20822 Southold,NY 11971 Phone:631-673-0664 2022-Nov-01 13:24:24 home-energysolutions.com gdlamay3@gmaii.com ...1645 Calves Neck Road ManJSD.ru 1 N - 1st Floor 7.E....M M LIVINGIOIMNG OWING ROOM m vam m x vw LAUNDRYI' W CT ume ® m GARAGE MASTER RA7H, murtA LOWER HALL xm.r., MUDROOM 8 KFTCBEN POWDER AHUI-BASEMENT/MASTER 8 OFFICE ENTRY PANTRY m AHU2-1ST FLOOR Medfanbl La&mt F_....__._._.-0 ;Sheet Malal3wvry inmk (1.----.-g ;SIreelMekl Reden Tnmk Flex Did ��,] ] Suppty GAlaReglster rM GMe.RepsterAEL, WallG-Reg'itw Job#: 1645 Calves Neck Road Home Energy Solutions Scale: 1 : 186 Performed by Jonathan Vasquez for: Page 2 187 E Main St Right-Suite@ Universal 2021 1645 Calves Neck Road Huntington,NY 11743 21.0.08 RSU20822 Southold,NY 11971 Phone:631-673-0664 2022-Nov-01 13:24:24 home-energysolutions.com gdlamay3@gmail.com 1645 Calves Neck Road ManJSD.ru 1 N Ynd Floor BEDR0OM2 BEDR00M3 BEDROOM WIC2 w CL ae wrn, BATHI UPPER MALL ner. n� exi I• 7. � BATH2 m'� LAUNDRY2 LOFT2 WC3 LOFFI unn WIC4 AHU3-2ND FLOOR Modgnical Lagerd �— __{�_'Ehcet MaL'd Bgply TEA Tnadt PeXoud �---I Wad G.9.Re!iW Job#: 1645 Calves Neck Road Home Energy Solutions Scale: 1 : 186 Performed by Jonathan Vasquez for: Page 3 187 E Main St Right-Suite®Universal 2021 1645 Calves Neck Road Huntington,NY 11743 21.0.08 RSU20822 Southold,NY 11971 Phone:631-673-0664 2022-Nov-01 13:24:24 home-energysolutions.com gdlamay3@gmail.com ...1645 Calves Neck Road ManJSD.ru H @ M E ENERGY Manual S Compliance Report Job: 1645 Calves Neck Road SOLUTIONS Date: 10/27/2022 AHU 1-BAS./MASTER By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web;home-energysolutions.com Project • • For: 1645 Calves Neck Road, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 10928 Btuh Entering coil DB: 77.6°F Outdoor design WB: 71.2°F Latent gain: 3211 Btuh Entering coil WB: 64.5°F Indoor design DB: 75.0°F Total gain: 14139 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: 24ACC618A00300+FV4CNF002L Actual airflow: 600 cfm Sensible capacity: 14196 Btuh 130%of load Latent capacity: 4105 Btuh 128%of load Total capacity: 18301 Btuh 129%of load SHR: 78% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 26414 Btuh Entering coil DB: 61.TF Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: WEIL-MCLAIN Model: ULTRA 155-CT+H2O-3-1520-06 COIL AT 140F Actual airflow: 600 cfm Output capacity: 29953 Btuh 113%of load Meets all requirements of ACCA Manual S. t A&- wr.ightsoft^ 2022-Nov-01 13:24:16 Right-Suite®Universal2021 21.0.08 RSU20822 Page 1 ...Ives Neck Road\1645 Calves Neck Road ManJSD.rup Calc=MJ8 House Front faces: W Ft0it m r-, E N F RG Y Manual S Compliance Report Job: 1645 Calves Neck Road SOLUTIONS Date: 10/27/2022 AHU24ST FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1645 Calves Neck Road, Southold, NY 11971 Coofing Equipment Design Conditions Outdoor design DB: 84.0'F Sensible gain: 17293 Btuh Entering coil DB: 77.6°F Outdoor design WB: 71.2°F Latent gain: 4564 Btuh Entering coil WB: 64.5°F Indoor design DB: 75.0°F Total gain: 21857 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: 24ACC624A00300+FV4CNF003L Actual airflow: 800 cfm Sensible capacity: 18980 Btuh 1101/o of load Latent capacity: 5319 Btuh 1170/o of load Total capacity: 24299 Btuh 1110/o of load SHR: 78% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 32953 Btuh Entering coil DB: 61.5°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: WEIL-MCLAIN Model: ULTRA 155-CT+ H2O-3-1520-06 COIL AT 140F Actual airflow: 800 cfm Output capacity: 36197 Btuh 1101/o of load Meets all requirements of ACCA Manual S. -��- wrightsoft' 2022-Nov-01 13:24:16 e auswr M. ax•�rc Right-Suite®Universal 2021 21.0.08 RSU20822 Page 2 Ives Neck Road\1645 Calves Neck Road ManJSD.rup Calc=MJ8 House Front faces: W I-I�S M E ENERGY Manual S Compliance Report Job: 1645 Calves Neck Road SOLUTIONS Date: 10/27/2022 AHU3-2ND FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1645 Calves Neck Road, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 19497 Btuh Entering coil DB: 77.VF Outdoor design WB: 71.2°F Latent gain: 4811 Btuh Entering coil WB: 64.0°F Indoor design DB: 75.0°F Total gain: 24308 Btuh Indoor RH: 50% Estimated airflow: 1000 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: 24ACC630A00300+FV4CNF003L Actual airflow: 1000 cfm Sensible capacity: 23600 Btuh 121%of load Latent capacity: 5301 Btuh 110%of load Total capacity: 28900 Btuh 1191/o of load SHR: 82% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 41467 Btuh Entering coil DB: 65.2°F Indoor design DB: 72.07 Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: WEIL-MCLAIN Model: ULTRA 155-CT+ H2O-3-2020-08 COIL AT 140F Actual airflow: 1000 cfm Output capacity: 45259 Btuh 109%of load Meets all requirements of ACCA Manual S. wrightsoft 9 2022-Nov-01 13:24:16 Right-Su ite®Universal 2021 21.0.08 RSU20822 Page 3 ...Ives Neck Road\7645 Calves Neck Road ManJSD.rup Cale=MJ8 House Front faces: W Ff O Nf E E N 3 kG Y Duct System Summary Job: 1645 Calves Neck Road SOLUTIONS Date: 10/27/2022 AHU 1-BAS./MASTER By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1645 Calves Neck Road, Southold, NY 11971 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.29 in H2O 0.29 in H2O Available static pressure 0.41 in H2O 0.41 in H2O Supply/return available pressure 0.256/0.154 in H2O 0.256/0.154 in H2O Lowest friction rate 0.108 in/100ft 0.108 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 381 ft SupplyDetail Table Design Htg Cig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat[ Ln (ft) Ln(ft) Trunk BATH 3 h 1296 38 12 0.110 5.0 Ox 0 VIFx 28.5 205.0 st2 GAME ROOM C 1337 75 86 0.129 7.0 Ox 0 VIFx 24.0 175.0 st2 GAME ROOM-A c 1337 75 86 0.142 7.0 Ox 0 V[Fx 14.8 165.0 st2 LAUNDRY 3 h 2116 63 43 0.108 6.0 Ox 0 VIFx 42.5 195.0 st2 MASTER BATH c 1366 81 88 0.122 7.0 Ox0 VIFx 34.8 175.0 st1A MASTER BEDROOM c 1221 51 79 0.120 6.0 Ox 0 VIFx 27.5 185.0 st1A MASTER BEDROOM-A c 1221 51 79 0.148 6.0 Ox 0 ShMt 17.8 155.0 st1 MEDIA ROOM h 2770 82 73 0.138 7.0 Ox 0 VIFx 20.5 165.0 SO MEDIA ROOM-A h 2770 82 73 0.125 7.0 Ox 0 VIFx 29.5 175.0 st1 SupplyTrunk Detail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 348 391 0.120 704 9.3 8 x 10 ShtMetl st1A Peak AVF 132 166 0.120 374 9.4 8 x 8 ShtMetl st1 st2 Peak AVF 252 227 0.108 567 8.1 8 x 8 ShtMetl - - wrightsoft- 2022-Nov-01 13:24:16 �..o-,, .=.o�,o. Rig ht-Suite@.Universal202121.0.08RSU20822 Pagel Z-7A ...Ives Neck Road\1645 Calves Neck Road ManJSD.rup Calc=MJ8 House Front faces: W Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb4 Ox 0 183 245 143.3 0.108 551 8.0 8x 8 ShMt rt1 rb3 Ox 0 417 374 98.3 0.157 625 9.1 8x 12 ShMt rt1 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt1 Peak AVF 600 619 0.108 696 11.3 8 x 16 ShtMetl - - wrightsoft, 2022-Nov-01 13:24:16 ��+�, •. .®,t-,m Right-Suite®Universal 2021 21.0.08 RSU20822 Page 2 ...Ives Neck Road\1645 Calves Neck Road ManJSD.rup Calc=MJ8 House Front faces: W H(�NI E ENERGY Duct System Summary Job: 1645 Calves Neck Road SOLUTIONS Date: 10/27/2022 AHU24ST FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1645 Calves Neck Road, Southold, NY 11971 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.45 in H2O 0.45 in H2O Supply/return available pressure 0.298/0.152 in H2O 0.298/0.152 in H2O Lowest friction rate 0.081 in/100ft 0.081 in/100ft Actual air flow 800 cfm 800 cfm Total effective length(TEL) 556 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln(ft) Trunk DINING ROOM h 2964 92 64 0.085 7.0 Ox 0 ShMt 76.0 275.0 st10 DINING ROOM-A h 2964 92 64 0.089 7.0 Ox 0 ShMt 70.8 265.0 st10 ENTRY h 2286 71 46 0.085 6.0 Ox 0 ShMt 39.5 310.0 st10 KITCHEN c 1822 56 95 0.081 7.0 Ox 0 ShMt 61.5 305.0 st10A KITCHEN-A c 1822 56 95 0.087 7.0 Ox 0 ShMt 55.5 285.0 st10 LAUNDRY 1 h 2380 74 40 0.081 6.0 Ox 0 ShMt 82.5 285.0 st10A LIVING/DINING c 1823 46 95 0.089 7.0 Ox 0 VIFx 26.3 310.0 st10 LIVING/DINING-A c 1823 46 95 0.143 7.0 Ox 0 VIFx 12.5 195.0 st4 LIVING/DINING-El c 1823 46 95 0.084 7.0 Ox 0 VIFx 56.0 300.0 st10 LOWER HALL h 436 14 2 0.102 4.0 Ox 0 VIFx 26.8 265.0 st9 MUDROOM h 3194 99 29 0.082 7.0 Ox 0 ShMt 68.8 295.0 st10A OFFICE h 2327 72 55 0.096 7.0 Ox 0 ShMt 35.5 275.0 S1:9 PANTRY h 1224 38 24 0.088 5.0 Ox 0 ShMt 43.5 295.0 st10 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st10 Peak AVF 669 647 0.081 752 12.4 8 x 16 ShtMetl st4 st4 Peak AVF 800 800 0.081 800 13.3 8 x 18 ShtMetl SOOA Peak AVF 228 165 0.081 514 12.4 8 x 8 ShtMetl st10 st9 Peak AVF 86 58 0.096 257 6.9 8 x 6 ShtMetl st4 - - wrightsofr 2022-Nov-01 13:24:16 Right-Suite@ Universal 2021 21.0.08 RSU20822 Page Ara ...Ives Neck Road\1645 Calves Neck Road ManJSD.rup Calc=MJ8 House Front faces: W Table ----Return Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Mat[ Trunk rb1 Ox 0 800 800 188.0 0.081 655 10.6 8x 22 ShMt wrightsoft, 2022-Nov-01 13:24:16 .. r Right-Suite®Universal 2021 21.0.08 RSU20822 Page 4 +C� ...Ives Neck Road\1645 Calves Neck Road ManJSD.rup Caic=MJ8 House Front faces: W 17I�FNIE E NERGY Duct System Summary Job: 1645 Calves Neck Road SOLUTIONS Date: 10/27/2022 °{ AHU3-2ND FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdiamay3@gmail.com Web:home-energysolutions.com Project • • For: 1645 Calves Neck Road, Southold, NY 11971 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.33 in H2O 0.33 in H2O Available static pressure 0.37 in H2O 0.37 in H2O Supply/return available pressure 0.295/0.075 in H2O 0.295/0.075 in H2O Lowest friction rate 0.108 in/100ft 0.108 in/100ft Actual air flow 1000 cfm 1000 cfm Total effective length(TEL) 344 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (Cfm) (Cfm) FR (in) (in) Matl Ln (ft) Ln(ft) Trunk BATH 1 h 1996 58 18 0.140 6.0 Ox 0 VIFx 20.5 190.0 st8 BATH 2 h 335 10 3 0.131 4.0 Ox 0 VIFx 24.8 200.0 st7 BEDROOM 2 h 2207 64 59 0.133 6.0 Ox 0 VIFx 21.8 200.0 st8 BEDROOM 2-A h 2207 64 59 0.121 6.0 Ox 0 VIFx 14.8 230.0 St8 BEDROOM 3 h 2250 65 60 0.118 6.0 Ox 0 VIFx 14.0 235.0 st7 BEDROOM 3-A h 2250 65 60 0.119 6.0 Ox 0 VIFx 33.3 215.0 st7 BEDROOM 4 h 2770 80 63 0.112 7.0 Ox 0 VIFx 43.3 220.0 st7A BEDROOM 4-A h 2770 80 63 0.128 7.0 Ox 0 VIFx 36.3 195.0 st7 LAUNDRY 2 C 2110 54 122 0.132 8.0 Ox 0 VIFx 13.0 210.0 st8 LOFT 1 C 1846 48 106 0.116 7.0 Ox 0 VIFx 25.3 230.0 st7 LOFT 1-A C 1846 48 106 0.125 7.0 Ox 0 VIFx 16.3 220.0 st7 LOFT 2 C 1534 53 88 0.108 7.0 Ox 0 VI Fx 44.0 230.0 st7A LOFT 2-A C 1534 53 88 0.116 7.0 Ox 0 VIFx 44.8 210.0 st7A UPPER HALL h 3082 90 40 0.108 7.0 Ox 0 VIFx 28.3 245.0 st7A UPPER HALL-A h 3082 90 40 0.128 7.0 OX 0 VIFx 10.5 220.0 st8 WIC 3 h 1335 39 11 0.124 5.0 Ox 0 VIFx 3.8 235.0 st8 WIC 4 h 1330 39 11 0.108 5.0 Ox 0 VIFx 33.3 240.0 st7A wrigho-Wr 2022-Nov-01 13:24:16 A Right-Suite®Universal2021 21.0.08 RSU20822 Page !M ...Ives Neck Road\1645 Calves Neck Road ManJSD.rup Calc=MJ8 House Front faces: W SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st7A Peak AVF 314 291 0.108 565 11.8 10 x 8 ShtMetl st7 st7 Peak AVF 631 690 0.108 710 11.8 10 x 14 ShtMetl st3 st8 Peak AVF 369 310 0.121 664 9.1 10 x 8 ShtMetl st3 st3 Peak AVF 1000 1000 0.108 800 13.6 10 x 18 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox 0 1000 1000 69.6 0.108 566 18.0 Ox 0 VIFx -+ - wrightsoft, 2022-Nov-01 13:24:16 �� ,,�•„- .e,f� Right-Suite®Universal 2021 21.0.08 RSU20822 Page ACCA ...Ives Neck Road\1645 Calves Neck Road ManJSD.rup Calc=MJ8 House Front faces: W IELD INSPECTION REPORT DATE CO MENTS c�--- FOUNDATION (IST) — -- It ------------------------------------ FOUNDATION (2ND) — ------- — - �r 0 ROUGH FRAMING& — PLUMBING -,, - -- -- V" NNR✓_ f ("_X�-- -- v 1 00 �./a� n s�l ---�� ►� e��ll��--- --�'�_ Qk4D--coves • _ �- C��-��-fie- 2Jr _ _.P2gLeGl,. �1rou/22 o%a2 �GSf 1225y1 v INSULATION PER N.Y, �! �It'll ��1�. STATE ENERGY CODE L o w of o o,e_ g,*u/fs_. �Rn v n FINAL Art- Co. —" Wh` __ --- — 4 ADDITIONAL COMMENTS ------- ----- --- --------- - ----------- — )Z) x o�°SUFFoi r�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y:2 y g Town Hall.Annex 54375 Main Road P. O, Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 https://www.southoldtownny.gov flwtecegedn n E APPLICATION FOR BUI D For Office Use Only SEr 14203 PERMIT N0. Building Inspector: Buildin g Department Town of Southold Applications and forms'must.be°:filled out in their entirety Incomplete applications will'not be accepted. Where the Applicant is not the owner,an �JI Owner's Authorization-form(Page 2)shall be completed JI Date: 061 ,1.f s 2 . . Rn .-Pub I U OWNER(S)OF PROP RTYr p �T gi-iii 10 . _. -. ,'VIM �� `t �A' J Name: AT I -NN 1 O WN I sCTM#so-0-4 ,O-'� � 9 Project Address: 1_V ee 16_ Sao Phone#: 08', ,C 73 Email: �,OVV-fie 26 Lvey.�'a e Mailing Address: — CONTACT PERSON Name: M r- cHw rz-T7 _ 1A- (zc, i Mailing Address: f2 Phone#: 73 �I 5 Email: rhl Sa rc k I i&e. 2 DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR.INFORMATION:, Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure XAddition Alteration ❑Repair Demolition Estimated Cost of Project: [--]other $ Will the lot be re-graded? ❑Yes No Will,excess fill be removed from premises?Aes ❑No i 1 - PROPERTY INFORMATION Existing use of property: I Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to V,4 o this property? ❑Ye*o IF YES, PROVIDE A COPY. CheCIt Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance-of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in building(s)for necessary Inspections.False statements made herein are 'punishable as a Class A misdemeanor pursuant to Section Z10.45 of the New York State Penal Law. Application Submitted By e • � (�� )(Authorized Agent ❑Owner Signature of Applicant: , !b' Date: STATE OF NEW YORK) SS: COUNTY OFAe)f 'r'f w41 1 �— being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above na ed, (S)he is the (dorkractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this Oday of 20 2-2_ otary Public TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.01 DW6306900 (Where the applicant is not the owner) QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2JU-10 ^ II f+ 16941�1 W(,Lresiding at of J I,V ,ado hereby authorize �`�I�q l� ��ih llLil( 1( to apply on my behalf to the To f Southold Building Department for approval as described herein. � "wner's Si u Date "1,11, J , 'bd'UW?� Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: December 20, 2022 TO: Khutsishvili, Maia(Browne House) 1645 Calves Neck Rd Southold,NY 11971 Please take notice that your application dated August 15, 2022: For permit to: demolish(by Southold Town definition) an existing single family dwelling and construct a new two story single-family dwelling at: Location of property: 1645 Calves Neck Rd., Southold,NY County Tax Map No. 1000 - Section 63 Block 7 Lot 38 Is returned herewith and disapproved on the following grounds: The posed new construction, on this nonconforming 23,283 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring between 20,000 to 39,999 square feet in total size require a front yard setback of 40 feet and a required side yard setback of 15 feet. The proposed construction will have a front yard setback of 38.9 feet and a side yard setback of l 4.6 feet. Authoriz Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. r BOARD MEMBERS _ Southold Town Hall Leslie Kanes Weisman, Chairperson �Q ®Us�� 1 53095 Main Road • P.O. Box 1179 Patricia Acampora ®� ® Southold,NY 11971-0959 Eric Dantesg Office Location: Robert Lehnert, Jr. Town Annex/First Floor Nicholas Planamento ® �� 54375 Main Road(at Youngs Avenue) (�c®U�� Southold,NY 11971 RECEIVE®. a http://southoldtownny.gov �- G �t-S® AM IZONING BOARD OF APPEALS APR 2 4 2023 APR 2 6 2023 TOWN OF SOUTHOLD PUlW1NGe3r=PT Tel.'(631) 765-1809 Tom OFSOU s iOL® &_ 4wtvavl� FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF APRIL 20, 2023 ZBA FILE: #7758 NAME OF APPLICANT: Patrick & Ann Marie Browne PROPERTY LOCATION: 1645 Calves Neck Road, Southold SCTM No. 1000-63-7-38 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 11 category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated January 12, 2023 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated March 31, 2023. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject property is a 23, 283 sq,ft. non-conforming parcel located in an R-40 Zoning District. The property has a road frontage of 122.42 feet along Calves Neck Road,then turns northeast for approximately. 189.21 feet to Town Creek,then turns southeast for approximately 137.89 feet along Town Creek, then returns southwest for 166.65 feet back to Calves Neck Road. The property is improved with an existing two- story residence, with a screen porch, an attached garage connected with a roof over brick and stone breezeway, an accessory hot tub and an accessory boat house. All as shown on a survey prepared by Nathan Taft Corwin, III, L.S. last revised July 14, 2022. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's December 20,2022 Notice of Disapproval based on an application for a permit to demolish(by Southold Town definition) an existing single family dwelling and construct a new two story single family dwelling, at; 1) located less than the code required minimum front yard setback of 40 feet; 2) located less than the code required minimum side yard setback of 15 feet; located at: 1645 Calves Neck Road (Adj. to Town Creek), Southold, NY. SCTM No. 63-7-38. RELIEF REQUESTED: The applicant requests variances to demolish(as per Southold Town definition) an existing dwelling, and construct a new two- story dwelling which will be attached to the existing accessory garage that will Page 2,April 20,2023 #7758,Browne SCTM No. 1000-63-7-38 create a front yard setback of 38.9 feet where a minimum of 40 feet is required, and a side yard setback of 4.6 feet where a minimum of 15 feet is required. ADDITIONAL INFORMATION: During the public hearing,the agent for the applicant explained that the project is a renovation of the existing house, which will attach the existing accessory garage to the existing house, thereby creating the need for technical variances for a building that currently exists with a Pre-certificate of Occupancy 4Z14412, dated May 19, 1986. No structural changes will be made to the garage. The applicants will also install a new Innovative Advanced (I/A) sanitary system in the front yard. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 6,2023, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood,and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The surrounding neighborhood is characterized by one- and two-story waterfront dwellings of varying sizes, many of which are on substandard lots, and have undergone renovations. The existing garage has been in place since it was approved by the ZBA in 1957 (Variance #38). Therefore, there is nothing in this application to create an undesirable change in the character of the neighborhood. 2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicants are seeking to maintain the existing garage in its current location, and because the proposed house construction is deemed a demolition, variance relief is automatically triggered for the pre-existing nonconforming front and side yard setbacks for the existing garage. 3. Town Law §267-b(3)(b)(3). The variance granted herein for the side yard setback represents a 69% relief from the Code and is substantial.The front yard setback is only a 3%relief from the Code and is not substantial. However, since the building already exists,there will be no ground level disturbance,which mitigates the pre-existing location. 4. Town Law 267-b(30)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The pre- existing nonconforming setbacks were approved by the ZBA over 65 years ago when the garage was constructed in its current location. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and conditions of this board. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. Although to the extent that the difficulty is self-created, it was also approved by the Zoning Board, and also holds a current pre- Certificate of Occupancy. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate enable the applicant to enjoy the benefit of a re-constructed residence while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Lehnert, seconded by Member Dantes, and duly carried,to r Page 3,April 20,2023 #7758,Browne SCTM No. 1000-63-7-38 GRANT the variances as applied for, and shown on the Site Plan (Sheets S-1 & S-2), dated March 7, 2023; and Architectural Plans (Sheets A-1 thru A-+dated March 3, 2023, all prepared by Mark Schwartz, Architect. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The installation of an,Innovative Advanced (I/A) Wastewater system as approved by the Suffolk County Department of Health Services. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVAL(S) GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformides under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LMTS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one (1) year terms.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TL%1E FRAME DESCRIBED.HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson), Acampora, Dantes, Lehnert, and Planamento(5-0). ' A eslie Kane's Weisman, Chairperson Approved for filing / /2023 BOARD MEMBERS Southold Town Hall p�SOU - Leslie Kanes Weisman,Chairperson �,,. �.-� :ly 53095 Main Road•P.O.Box.1179 Patricia Acampora �� B Southold,NY 11971-0959 Eric Dantes :J [. : Office Location: Robert Lehnert,Jr. -N ae Town Annex/First Floor G • . 54375 Main Road at Youngs Avenue Nicholas Planamento � ( g ) Southold,NY 11971 http://southoldtowmy.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD ID Tel.(631)765-1809 LD October 6, 2023 tj ' OCT 1 6 2023 Lisa Poyer BUMMING DEPT, � Twin Forks Permits TOW ,C1 a I1T ?L 288 E. Montauk Highway Hampton Bays,NY 11946 Re:. Patrick Browne,#7758 1645 Calves Neck Road, Southold, SCTM No. 1000-63-7-38 Dear-Ms. Poyer; We are in receipt of your correspondence dated October 4, 2023 informing our Board of the Southold Town Board of Trustees' decision relating to the issuance of a Wetland Permit for the above referenced property. In your letter,you explain that the Trustees require the re-orientation of the residence in relation to the property lines and garage from the original ZBA approval. This revision represents no change to the original approved setback relief to the garage, as depicted on a revised Site Plan and Architectural Plans prepared by Mark Schwartz, Architect, dated September 7,2023. Therefore, no de minimus approval will be required. However,the ZBA accepts as final approval the plans approved by the Trustees. Please do not hesitate to contact our office with any questions or concerns. Sin __ _ly, eslie Ka' es Weisman - Chairperson cc: Michael Verity, Building Department habt•- � "•'iS.'' '�/�:.��•i5:' '-,"y'dy�_.'•S's�r,�•�7k!'',f'^.YCti'l""L4'�'."Y��.""' '�in.'1.:J"'L�=�'6:8._t�'Xig ' !''kl..A�.;:27:,I a ve,.n:."J£�iTi"5�.+�'GbTf•'' ?:1"1..6A aS t-.�i94$`ar t Zrre4..•i�•s�C�-.r�''r"t�_�,an +-a$1'''4 "r a.'' FC��y J ,fa 7;r i r BOARD OF SOUTHOLD TOWN TRUSTEES �r SOUTHOLD, NEW YORK k ri r e 4>a Y r PERMIT NO. 10432 DATE: DULY 19,2023 ' = k ye ISSUED TO: PATRICK& ANN MARIE BROWNE PROPERTY ADDRESS: 1645 CALVES NECK ROAD,SOUTHOLD G= " t SCTM# 1000-63-7-38 i AUTHO'RIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance-with the Resolution of the Board of Trustees adopted at the meeting held on July 19, 2023 and in z , f consideration of application fee in the sum of$250.00 paid by Patrick&Ann Marie Browne and subject to thei - Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish the existing dwelling(project meets Town Code definition of demolition) down to the 1,480.7sq.ft. first floor sub-floor plate footprint; remove existing rear and front masonry q ' stoops,covered porch,concrete slab,breezeway,bilco doors,A/C units,heating oil tank,fire pit with brick edging and gravel area,t467sq.ft.of front brick walkway and gravel area,and abandon and remove existing sanitary system; construct a new two-story dwelling and foundation for a total residence •' �_`. ri M footprint of 3,458.6sq,ft. (inclusive of the garage); existing 669.2sq.ft.garage to remain in place with ; r o exterior roof and siding replaced,and connected to the proposed dwelling through a proposed habitable F space; install a 492sq.ft. seaward side patio; construct a 446sq.ft. footprint covered outdoor patio which contains an outdoor kitchen at 434.4sq.ft. footprint underneath; install a seaward (east)58.3 masonry �- , stoop; install a side(south)57.7sq.ft.masonry stoop; construct a 249sq.ft. front entry covered porch; a .R side 84.2sq.ft. mud'room covered porch; total residence stoops,patios,covered patios,covered porches is t 1,351.4sq.ft. footprint; a 100sq.ft.side stairwell egress; install new A/C units; install a 380sq.ft. front 11 , walkway; install a new I/A septic system landward of dwelling; install gutters-to leaders to drywells to contain roof runoff; and to install and perpetually maintain a 10'wide vegetated non-turf buffer along , z the landward edge of the top of the bank; and as depicted on the site plan prepared by Mark Schwartz& Associates Architect, received on June 23,2023,and stamped approved on July 19,2023. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these . presents to be subscribed by a majority of the said Board as of the day and year first above written. -•` Lee 3� .' W 6 - F' 41 pN4yamncrrsa rrF`?sr,a» ? zkr�ar ,,rac ss�ns� s..," zs -a .,rrraarstr rr r cur., z-?: ��ewso —z s t� 'E 2 ;s E m as - a 9�� a;f - 1 pL'a +; a�^�*�• a. ® ty +4$ � <€ '?a .a+-0' � ,a �_ •..� 4 - � 4 A as 1,.. ,.�n + ao � d 55ss�2 ,�a6 4 ..�VJ ,!. +n.+ .y.-' .�zs.�♦ .er, "',.:.... +J,, .� ,:.�` r"�i.� .hY�°Y'.m ' �,,;� °.+ j`" F Glenn Goldsmith, President O SQUj Town Hall Annex A.Nicholas Krupski,Vice President O� y� 54375 Route 25 P.O.Box 1179 Eric.Sepenoski JL' -Southold,New York 11971 Liz Gillooly cam. Telephone(631) 765-1892 Elizabeth Peeples • ,, Fax(631) 765-6641 coUy;��?' D BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD MAY 2. 1 20?5 ._`_- CERTIFICATE OF COMPLIANCE Building DePIRrtm'rl t Town of Sautl)3.il #2246 C Date: May 21,2025 THIS CERTIFIES that the demolition of the existing dwellina(vroject meets-Town Code definition.of demolition)down to the 1480 7sgR first floor-sub=f166rp- afe-footprint•retnovaI'ofexist]na_rearand front-masonry stoops covered porch concrete slab 'breezeway,bilco doors AIC units heatina oiltank fire:prt with buck edama and,gravel area �E467sa ft offront brick walkway andgravel area,and abandonment and removal of existina san]tary system•construction of a new two W0.'dwellrnQ and foundation-for-a-total residence foopirint of 3 458 6sq ff (inclusive ofthe-earagd;existing'669 2A.ft garage to remain m place with exterior roof and siding r_placed and connected to the_prop6sed,dwellilm4hrough-ahabitable space•.installation�ofa 4.92sa.ft.seaward side patio construction of a 446sa ft footprint covered.outd6bf patio which.contains,an outdoor kitchen.at,434Aso.ft; footprint underneath•installation of a seaward(east)58 3 masonry stoop mstallation.ofa side(south)57.7sq.ft.. masonry sfoop construction of a7249sgft front entry covered jLorch,,a side 84.2sa ft mudroom covered porch total residence stoops patios covered_patios covered porches is 1351 4sy ft footprint a 100sa ft.side:stairwell egress• installation of new A/C units• installation of a 380sg"ft,front walkway•,installation of a new I/A septic system landward of dwelling installation of gutters to leaders,to drywells to'contain.roofrunoff and-the installation of a-10' wide vegetated non turf buffer alone the landward-edge of the top of the'bank; At 1645 Calves Neck Road..S'outh_old Suffolk County Tax Map#J000=63=—wM Conforms to the application for a Trustees Permit heretofore fled.in this office Dated November 22,2022.pursuant to which Trustees Wetland Permit:#10432 Dated July 19,2023,was issued and conforms to all of the requirements and conditions of the applicable=provisions:of.law. The project for which this certificate is being issued is for'the demolition-ofthe,existing dwelling project meets Town Code definition of demolition)down o the 1,480 7sg ft-'firsr.floor sub4loor:plate footprint;removal of existing rear and front masonry stoops covered porch concrete slab breezeway bilco doors,A/C units,heatink oil tank 'fire pit with brick edging and gravel area f467sg ft of front brick walkway and gravel area and.abandonment and removal of existing sanitary,system•construction'of anew two=story.dwelling'and foundation for a total residence footprint of 3 458 694 ft (inclusne bf the garage)•existing 669 tag ft garage to remain in place With exterior roof and siding replaced and-connected t6thdproiiosed dwelling through,&habitable�space;mstallation of a 492sq.ft seaward side patio construction of a 446sg ft footprint covered outdoor patio-which contains•an outdoor kitchen at 434 4sg ft footprint underneath installation of a seaward(east)58.3.masonry stoop•.installation of a side (south)57 7sq f t masonry stood•construction of a 249sq_ft'front entry'covered borch•�a side 84 2sa.ft mudroom L coJered_porch total residence stoops patios covered patios covered porches is 1 35 ft.] 4sa footprint;a.•106A.ft. side stairwell egress• installation of new A/C units installation of a 380sa ft front walkway;anstallation of a new I/A septic system landward of dwelling; installation of gutters to leaders for Dyells.to contain roof runoff:and the installation of a 10'wide vegetated non turf buffer alone the]- ward edae-of the ton of the bank. The certificate is issued to PATRICK&ANN MARIE BROW NE owners of the aforesaid property. Authorized Signature NEW PORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region I SUNY(P Stony Brook,50 Circle Road,Stony Brook, NY 11790 P:(631)444-0365 1 F:(631)444-0360 www-dec.nygov LETTER OF No JURIS TIDAL WET 1 Akin Q ACT December 15, 2022 233 Patrick and Ann Marie Browne "0J 67 Portland Rd Summit, NJ 07901 Re: Application # T 47�6-20492�'�7/00001 Facility: 1645 Calves Neck Rd, Southold Dear Applicant, SCTM# 1000-63-7-38 Based on the information You submitted, the Department of Environmental Conservation has determined that the above referenced property landward of the functional bulkhead greater than 100 feet in length, as shown on the survey prepared by Nathan Taft , LS, last revised 7/14/2022, which was constructed prior to 8/2011977, as evidenced byCorwin the111 1974 Tidal Wetlands Map IR 709, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required to conduct regulated activities landward of that bulkhead. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance turbance within Article 25 Jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide'construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities, Sincerely, Sherri L. Aicher Permit Administrator Cc: Twin Forks Permits, BMHP, File -�,Ew YORK Department of STATE 0 UNITY Environmental Conservation BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cDsoutholdtownny.gov-- seand(a�southoldtownnLr.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN. INFORMATION (All Information Required) Date: 8/23/244 Company Name: G&S Electric Electrician's Name: Bob Guarriello License No.: 578ME Elec. email:gs1641 @aol.com Elec. Phone No: 516 8485616 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box 215- Southold JOB SITE-INFORMATION (All Information Required) Name: Ann Marie Browne Address: 1645 Calves neck rd Cross Street: Harper street Phone No.: 908 578 2739 BIdg.Permit#: Liq8960 email:ambrowne4.44@gmail.com Tax Map District: 1000 Section:63 Block: 7 Lot:38 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New .Residence Square Footage: 4000 Curdle AH That Apply: Is job ready for inspection?: YES❑ NO Rough In Final Do you need a Temp Certificate?: YES 0 NO Issued On Temp llnforrnation: (All information required) Service SizeD Ph O3 Ph Size: A #Meters Old Meter# ONew ServiceOFire ReconnectOFlood ReconnectOService ReconnectOUnderground DOverhead , #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional information: PAYMENT DUE WITH APPLICATION BUILDING DEPARTMENT-Electrical Inspector G TOWN OF SOUTHOLD - Town Hall Annex- 54375 Main Road - PO Box 1179 Southold; New York 11971-0959 p1� Telephone (631) 765-1802 - FAX (631) 765-9502 roaerr _southoldtownny.gov- seand(-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 8/23/24 Company Name: G&S Electric Electrician's Name: Bob Guarriello License No.: 578ME Elec. email:gs1641 @aol.com Elec. Phone No: 516 848 5616 211 request an email copy of Certificate of Compliance Elec. Address.: PO Box 215- Southold JOB SITE INFORMATION (All Information Required) Name: Ann Marie Browne Address: 1645 Calves neck rd Cross Street: Harper street Phone No.: 908 578 2739 Bldg.Permit#: Q(p email:ambrowne444@gmail.com Tax Map District: 1000 Section:63 Block: 7 Lot:38 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New Residence ® Square Footage: 4000 Circle All That.Apply: Is job ready for inspection?: YES ❑ NO 7 Rough In ❑ Final Do you need a Temp Certificate?: 7 YES 0 NO Issued On Temp Information: (All information required) Service Size71 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 FJ2 H Frame M Pole Work done on Service? Y DN Additional Information: PAYMENT DUE WITH APPLICATION �-�C_,T+ Lt 0Q, PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D PanelPump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments f�F �.c► (tea� • C),Oj L IP i s1Uall RAP- � � �� iZ4 fkep 0 a ,.y CPO O "C� --- �.� cn pal ® O - - H - ----- ---- --- I Fit V WIFH1 fll ® ® - ® U I W W - - ® ® ® ® W z w a ❑ 1111111111VXp O U � O PROPOSED WEST ELEVATION SCALE: 1/8" = V-0" 0 o m y u aco ll + X ^� O W � m O 000 � (d RECEIVED � APR 17.2023 cu ON in U v ® ® ® Zoning Board of Appeal5 r� W uuor U ®®uumu®® ' N Bldg bept copy from ZSA FKW r Viewod daevm�nts Dat : / � EXISTING WEST ELEVATION , x SCALE: 1/8" = V-0" J, a DRAWN: SCALE: = JOB#: fr 3/07/2023 SHEET NUMBER: A- 1 O H Q O � _ W � � Z - A EL HH m 00 - Wz A w a o PROPOSED SOUTH ELEVATION SCALE: 1/8" = V-0" 0 Go ON � m c) O o w 2 . C) v — — — — — — — — — — — — — — — .5 4 m rn V v v 00 cv E-mw( W N rO - VJ N Bldg Dept copy from Z8� 2� Fic►al r.viowed docop-vents C EXISTING SOUTH ELEVATION Date: le « Date: SCALE: 1/8" = V-0" Z� DRAWN: SCALE: JOB#: 3/07/2023 SHEET NUMBER: A-2 O H Q O � O ® Q TIF if m m - ------------ ---------- - -- - ------------ - -- _ - -- d x ® r, I o i I � Ln PROPOSED EAST ELEVATION SCALE: 1/8" = V-0" CD N 4! cn V oPQ m a °i .m a .� V O 00 i bO ,:p V m /-� u .--. N N a o Im E=m� ffil13 - N Bldg Dep~ t copy from ZBA Final mviowed docun"nts u Dat : e 7 x EXISTING EAST ELEVATION Date: SCALE: 1/8" = V-0" . � cotA •• a 9 DRAWN: SCALE: JOB#: \ 's ' ' 3/07/2023 • , SHEET NUMBER: i A- 3 0 Q O — P4 -------- ---- if I - -- w Q lit I � o 0 ® HiliIIIIII m o � wz { Q LH Jill 11111111 11mill O U PROPOSED NORTH ELEVATION SCALE: 1/8" = V-0" N v M 44.1 � Ou v Cz o v °� 'o m4. CIN v N tu 0 W Em., W N V r0 VJ N Bldg Dept copy from ZB,jFina V lFllej+� -77Y to 7&A EXISTING NORTH ELEVATION Date: SCALE: 1/8" = V-0" .a . DRAWN: SCALE: JOB#: 3/07/2023 SHEET NUMBER: A-4 Q� SITE DATA: SCTM: 1000-63-7-38 DESCRIPTION: AREA LOT COVERAGE: ~ H PROPERTY: 23,283 SF 0.535 ac EXISTING HOUSE: 1480.7 SF EXISTING GARAGE: 669.2 SF EXISTING SCREENED PORCH: 148.9 SF O^ � EXISTING BREEZEWAY: 179.5 SF F-+i O? O EXISTING WEST STOOP: 28.0 SF EXISTING EAST STOOP 40.0 SF f— o $ O TOWNv P EXISTING BOAT HOUSE: 331.0 SF F--� CREEK / TOTAL: 2877.3 SF 12.33% O' �B 55 MEETS&BOUNDS BY: NATHAN TAFT CORWIN III SURVEY DATE: JUNE 2,2022 -6 v JJ` pQe /i '7 lr FLOOD INSURANCE NOT AVAILABLE FOR Ql�o �� G� O 0 - - ' B C A i � NEW CONSTRUCTION OR SUBSTANTIALLY 7 v(� pYOa i - 9 -10 IMPROVED STRUCTURES ON OR AFTER NOVEMBER 16,1990 IN DESIGNATED _ -11 COASTAL BARRIERS 5 280 43' 4011 E �`G��A / i i j i 12 V3 0 35' 46�1 E TB 20.75' TB 14 C 2 . . • - - . i Gam. 1� S 3 70 22'6�� t6 pt�` , 5 5< 0 W TB Hp1 16 51 ' 11 �� yIP ''� - \ V1 O / i i A� aG• JSE i Ht O ,d' 1^ / i ' / i iB i ld 1, >i o N - / - -/ice " lq - - 17- O U Q ROC EXISTING \ 6 / / // // /// I FIRE PIT ,\ \ ti��ti0� O0 , 111 V (\ �� EBRICK DGING / ' \\ EX.G\NC.SIAB J I I I \I E eo CD 17 V I \ \ 4.6COp v m o v 12 / / \ EXIST. BILCO cc 13 EXIST.a `.-/+ ` AC 4 14 L I \ �\ `VIST. C) 00 \ 15 \ HEATING \ OIL\ANK ,\ \ RECEIVED ,°, "t I 1 ,7 \ 18, - ' ` ' ,\ $5 'APR Z� U � U] 6 20 C v 2 — — — cV °1 � 201M BM DFAPP-E: L51 ow I � I ,\ \ BRICK W pLK � ` / A DRIVEWAY \ -J-1SY 6 EXISTING SITE PLAN SCALE: 1 " = 20'-0" / O Bldg Dept copy from ZBA Fk►a1 mviewed documents ZdA File * �7 �✓ Date: �j, � +."�'��:ti.�d' � ✓►� K DRAWN: JOB#: 3/7/2023 SHEET NUMBER: � f V F S- 1 SITE DATA: SCTM: 1000-63-7-38 a� �j DESCRIPTION: AREA LOT COVERAGE: ° PROPERTY: 23,283 SF 0.535 ac ESTIMATED DISTURBANCE: 7500 SF EXISTING: EXISTING HOUSE: 1480.7 SF °^ EXISTING GARAGE: 669.2 SF EXISTING BOAT HOUSE: 331.0 SF (2480.9 SF) o � a � TOWN ° 0 v cP REMOVE: l� 2 EXISTING SCREENED PORCH: 148.9 SF TO REMOVE C^�' CREEK / EXISTING BREEZEWAY: 179.5 SF TO REMOVE H EXISTING WEST STOOP: 28.0 SF TO REMOVE _6 EXISTING EAST STOOP 40.0 SF TO REMOVE �7 %-IN FLOOD INSURANCE NOT AVAILABLE FOR L �r o�A J��(�4O°O y - g �o -396.4 SF (-1.69%) NEW CONSTRUCTION OR SUBSTANTIALLY 7 V NC� pt0 i' r IMPROVED STRUCTURES ON OR AFTER PF�' j r r r r r -10 NOVEMBER 16.1990 IN DESIGNATED n p�kQ'� i i r r r ' -11 v' COASTAL BARRIERS S 280 L�3` L}Q E `� r r ' 0 5� 46�1 E FB 20.751 Te � i ! �� = - -13 O_ PROPOSED W (7�c S 'L$ 3 o� i r _ -�15 PROPOSED ADDITIONS: 1332.7 SF r c �8� 40- PROPOSED O.D.KITCHEN: 407.4 SF F D O S 33 PROPOSED MUDROOM PORCH: 84.2 SF O 22.6 SB 5 St t0 .40 11 i ' i i r % OQ ` } i 16 PROPOSED ENTRY PORCH: 240.0 SF W W Lu Ila / St0 n ' Q ��/ rt✓ GGo�\�o JS� 14• 1�i 1 ,o a°N�RF N \ \\ PROPOSED EAST STOOP: 58.5 SF W Q 2122.8 SF // /0[� i t� Y \\ TOTAL: 4603.7 SF 19.77% / / / / ROCK 4 / // 01 y L 1-y PROPOSED 1 STORY BAY ADDITIONS M // / / / ///// // // `b i ' v-�- J. BUFF ✓ \ (48.2 SF TOTAL) w ~ REMOVE EXISTING MASONRY STOOP MEETS&BOUNDS BY: NATHAN TAFT CORWIN III SURVEY DATE: JUNE 2,2022 \- (40 SF) _ N REPLACE WITH NEW MASONRY STOOP �S //// / / j>-. XI NG l� \ \ (58.35F) 41 6 / / // / / / E IT - - SIL -NCB-{L(LIMITS OF QEARI - ' d 78i / / / I I I I/ \I ''n. m G� - - I DW P \ O0 10 / / i ' I 0.P i` :: O, DRICK t't50E PATIO / ` \ EX C\N417 %5111 I I \ ,� U \ 8. �, 8.0 �, • I\ PROPOSED MASONRY PATIO r-I 61 STOOP / �"� „�, r •�'••• ,: TO BE INSTALLED ON GRADE E'n N O / I I ,-'_ i 2.0' 1 32.5' 2.2' •1 (938 SF) (rj m Qj V . .1 // '�� INCLUDING OUTDOOR 12 i : "f• 16 COVERED KITCHEN X V �,, J( i r au r ooa Ln i -s- �\ 1 �F v e.i (eov.), / (446 SF) 13 I ✓,RF / 4 REMOVE EXISTING SCREENED PORCH N a FIRE PIT TO BE REMOVED - �� \ 1�1 / N (148.9 SF) C) ¢ �+ L '� TO BECOME CONDITIONED SPACE it O rm EXISTING BILCO TO 4 1 I DW\ I 2.3' ,// /16.8 Fy�1 Fi-I .14 BE REMOVED t \/ A - r / PROPOSED MASONRY STOOP 'tip F-i Oi PROPOSED STAIRWELL 2 STY FRAMED HOUSE Y S GARAGE °'"' -[ \ TO BASEMENT FOR EGRESS 2.3' U EXISTING 1 STORY GARAGELy+ 1 1 /� FF EL.17.0' s TO REMAIN(669.2 SF) r O T ;-1 ¢ FF EL.18.4' - �1 cz .�., EXISTING AIR CONDITIONER \ 00 G T \ INSTALL NEW SIDING,ROOFING, V cn UNIT TO BE RELOCATED I �T r - 71 ��3tTEROR OPENINGS "'' REMOVE EXISTING ABOVE / Po°VVEEUD) / m ,\ PROPOSED 24kw GENERATOR 601 U GROUND HEATING OIL TANK 2�� j o/ EXISTING BREEZEWAY TO BE REMOVED 00 cz .fl PROPOSED AC UNIT E % �ry 3' ry 20.0'� '` (179.5 SF) N 41 Ill LOCATION 1 O Z \ / / r E N OL \ i PROPOSED 1 STORY ADDITION O ' 10.1' r Rox \ ( \ \ W / co♦ G PROPOSED COVERED PORCH 1� o j jORCH� o r I 11 I,l_ D\�V C PROPOSED 2FSTORY ADDITION 1 \ m rc74' a0 r l REMOVE EXISTING MASONRY STOOP \ 9'4 006 I EL lc EXISTING J LANDWARD OF WATERWAY (28 SF) \ vopV I� I ASPHALT I 11114 (778.4 SF) ` �P I �� I; 1 DRIVEWAY 1 REMOVE EXISTING GRAVEL W ' 1 G- 0CBJ 7 I TEST HOLE REMOVE EXISTING BRICK WALK / t a - - O I DW I 1 MIN. 7 RwME E T'Nc'seen EL.17 (400 SF) O (AT THIS L ATION) t / �� ,/ U /� ,/ PER scHDS RE IREME - ° O REPLACE WITH NEW MASONRY WALK 1 ` - �-� \ _ - Q,� (380 SF) 1 \ ONCRL� €VASHOLI /B'X8' DP / 8'X8't / \ E EV U) ST OF $ 78' -10 I ,10 E TEST HOLE . --y / S(VC1 pv [��• r r r �J 16 EL.16.5 `\i' '// ♦1t P 111 / C ��RN�/ / r ff®® N TOP SOIL LOCATION \, , , . - - PROPOSED SITE PLAN SCALE: 1 " = 20'-0" Bldg Dept copy from ZSA x QED o O Final mviewed docuR'IentS 1QQ O��GO PEER wZBA Fill 6 t5 S� � � �\tLQ• � z s P � 4 .O WATER•74' Q VALVE O 3� A 66� DRAWN: SCALE: FO t '' i4 JOB#: 3/7/2023 SHEET NUMBER: S-2 l 40 REVISIONS: Q SITE DATA: SCTM: 1000-63-7-38 Groundwater data -[- NOTE: , s°L111,OItl c ;�.;' DESCRIPTION: AREA LOT COVERAGE: CONTROL + o s A MAXIMUM 5%GRADE SLOPE MUST BE MAINTAINED - I A Q ! PROPERTY: 23,283 SF 0.535 ac BOX FOR A MINIMUM OF 20'HORIZONTALLY FROM THE NEAREST - �P" Shelter 1 HOUSE FINISHED FLOOR EL 18.4 EDGE OF ALL LEACHING POOLS BEFORE TAPERING OFF AS 5°trod ESTIMATED DISTURBANCE: 5000 5F � - GARAGE SLAB 17.0 PER SCHDS L °9u Pe Rim eBay Nc THERMOPLASTIC COVERS nr,• J f EXISTING: LOCKING AND WATERTIGHT 20"DISTRIBUTION/ i Great 7 Peronlr Ray FINISHED GRADE:16.8 CO AS APPROVED BY SCHDS SAMPLING BOX FINISHED GRADE:16.8 Y. HOUSE: [1480.7 SF1 DEMOLISH Whe LJT '•O "1./.' Peconlc Bay SCREENED IN PORCH: 1148.9 SF1 DEMOLISH Wachng RlverhPld „�---�„_,.,�•' Legend BREEZEWAY: [179.5 SF] DEMOLISH Service reham 4`14 panel Z min.12" Rrver., l Peronlr 8a, North Sea S`Morift-9 Locat on max.24" �_..Calvertop, ,,,�..P..,•-:./"..-- 't,• y n r d �Actme Monitoan9 Locatons ' WEST STOOP: 128.0 SF] DEMOLISH NUL,Eh yg Slde "':a1- SUFFOLK COUNTY : • 5km "0 PVC VENT PIPE TO CONNECT EL 15. -� �{ r-"�-.s ,,,�-.•j - ;ml EAST STOOP: 140.0 SF] DEMOLISH TO HOUSE WASTE VENT 18, l I Lear.! Pov+ered by Een I USGS The Nanoral Map Natw^.a'2canea•,=s Datase:3DEP Elevat on Program Geaarapmt Names Irnormanon System Nanonai- 5 7 8 ( TOWN EXISTING GARAGE: 669.2 5F 2.67EL 15.3 EL 14.8 EL 14.3 EL 14.2 EL 14.1 EL 14.0 Interested in understanding how to access the upstream/downstream data?Learn ahout the Pl=hvork-Linked Data IndeX!t`'I I;, o O � EXISTING BOAT HOUSE: 331.0 SF 1.42 /o 4"DIA SDR 35 PIPE 1/4"/LF PITCH 4"DIA SDR 35 PIPE 4"DIA SDI�35 PIPE O 0 2-A X N LEACHING POOLS Summary of all available data - O 990.2 SF 4.29 O O 1/8"/LF PITCH 1/8"/LF ITCH REPLACE UNSUITABLE SOIL WITH CREEK SAND AND GRAVEL(3'COLLAR) � y I CLEAN FILL PER SCHDS.EXTEND DOWN CLEAN FILL O TYPE SW OR SW 6FT.MIN. PE SW OR SW USGS Parameter Group Data Types Start Date End Date PROPOSED: EL 9.7 EL 6.5 Physical Daily Values,Groundwater Levels,Unit Values 2000-06-21 2022-11-10 NEW HOUSE: 2789.0 SF 11.97% FUJI CLEAN CEN-7 o O I/A SEPTIC TANK USGS Active Groundwater Level Network Site 2000-01-01 2021-01-01 1 p WEST FRONT PORCH: 240.1 SF 1.03 UNDISTURBED C+ 3'MINIMUM GRADE SEPERATION , USGS Annual Water Data Reports Site 2005-01-01 2021-01-01 O WEST MUDROOM PORCH: 69.1 SF 0.29 SOUTH STOOP: 57.5 SF 0.25% SEPTIC DESIGN ----_- WATER:EL 1.1 _- -_-- FLOOD INSURANCE NOT AVAILABLE FOR HIGHEST EXPECTED WATER:2.0 O 7 days O 30 daysh year NEW CONSTRUCTION OR SUBSTANTIALLY EAST STOOP: 58.3 SF 0.25 SCALE: NOT TO SCALE [MONITORING LOCATION:4058300723315021 IMPROVED STRUCTURES ON OR AFTER JIB ' / w.rLSIpA« ,t k Aa,w t NOVEMBER 16,1990 IN DESIGNATED 3" , ...-._.._- ....._.......... ... ._.--- .--,..,.,......._.. _ -...- s COASTAL BARRIERS UT EN: 434.4 SF 1 86 Groundwater level above NGVD 1929,feet® �6° 1 9�t JOOogvVKNEP -N 3648.4 5F 15.65 5.71 ft-Nov 14,202107:15:00 PM EST QC (k�• VpNG CTL 5.18 It-Jan 05,2022 09:48:00 AM EST o 4pt l,tt E o 3`L�` S 28° 3 5' 46" E TB S 28°43 r 40rr C P�ERMPRK P �� TOTAL: 4638.6 SF 19.94% a°° o-„-.......� ,._ $ 33 OO , �(� J 1� TB 40.83' 20.75' rCe EL.17.2 22.61 S q,. 1�' _ OL sso EXIST. TB 5 _ -� _ - OV MEETS&BOUNDS BY: NATHAN TAFT CORWIN III SURVEY DATE: JUNE 2,2022 DARK BROWN LOAM TB HOIST _ - EX\�\NE - O r p 5 DO 2.5' _ SM o� N /' P EX.SIONE L ��• ; BROWN SILTY SAND - 1 450 °,.1 .f�...•..a. a / �o�o ' / \NGCO H�uSE �-` EXISTING HOUSE FOOTPRINT 10 40o ROCK / / - Ov ` i / RFgVEF:0. Dec A21 F. 022 Apr 1o22 Jun 2022 Aug 2022 00+ 022yy4r1ON Tv O y � - J ^ m P-I'O v n t° Dec'2021 Feb 2022 Apr 2022 Jun io22 Au9'20z21 OC io22 / V OO / / 1 J' , -10'v�UaE gVEEE V _ �� - •-•e� - ` I Current: -Approved --Provisional m CLEARING) 1 SP Field visit:0Approved'+Provisional �Compare to last year J 1 _ yG J --'L N �- SILT F NCE(LI A I PALE BROWN TO _ MEDIUM SAND �Display median I .�q� 1-n I , i V K 1 Of C1EARlNG) 7-- ` 1 Select data to graph Q ;L �4 � 1 5 E. L DW I I �T FEN a O Depth to water level,R below land surface 2000-Or;-21 to 2022-11-07 - f O Groundwater level above NAVD 1988,It 2000-OG-21 to 2022-11-07 EXISTING FIRE PIT / ROPOSED PATI AND HARDSCAPE ON GRADE 24.0' O Groundsvater level above NGVD 1929,feet 2000 06 21 to 2022-11-10 TO BE REMOVED �u zs�l'Q12ale s GET (E i �y. l Ali 140 \ - ' "2ND FL BALCONJ i EXISTING CONCRETE ! E Tap F SLAB TO BE REMOVED EXISTING HOUSE \ / 32.4' 2.'' OUTDOOR o� EL.1.1 SP TO BE DEMOLISHED -- I KITCHEN I 16.1' _ Today'sstatisticaldata - �r -•-•-•----• WATER IN PALE o BROWN MEDIUM SAND PROPOSED CONCRETE 'o, = ^]TOOP �.6' 17.0 STAIRWELL TO BASEMENT Daily Groundwater level above NGVD 1929,feet for Thu Nov SO 2022 based on 37 years of data. 24.3'i TEST HOLE DATA Latest Lowest Value 25th Q 7Sth Highest Value L3,_ _ 16.6' Value (2027) Percentile Median Percentile Mean (2006) _ _ EXISTING 1 STORY GARAGE McDONALD GEOSCIENCE _ TO REMANEWIN SIDING, G, OCTOBER 28,2021 4.46 4.06 4.37 5.15 5.61 5.11 6.86 _ i / INSTALL k 0,"I SIDING,ROOFING, EXTERIG e OI ENINCS 2:30 PM EX.GARAGE' PROVIDE TRAFFIC BEARING FRAME l�61 FF EL.17.0' PROPOSED v o PROPOSED 24kw AND COVER IN TRAFFIC AREAS AS PROPOSED AIR CONDITIONING 2 STY FFF RAMED HOUSE pOR H [iZy REQUIRED(VIF) Z 06 GENERATOR REQUIRED COVER UNIT(ON SLAB)LOCATION � Co AT GRADE FINISHED GRADE /24.3 / /��, 24 4 IV Ci '^• � co EXIST.CONC.APRON BgxoL END PLUG/STOPPER LOCKING HDPE COVER 1 DEVELOPED ADOITIONALCLEANOUTTO TO GRADE GRADE PORCH J 1 PUBLIC WATER f-SEWER PIPE BE P2OVIDED AT INTERIOR 20"POLYLOK 0 _ z =A1R_�, OF HOUSE AS REQUIRED. DISTRIBUTION SOX ,- �\ � 29.4' O O ELECTRIC (NO HOUSE TRAP) __ FROM SEPTIC I Dtvy tiil 0• \ "�- - -0-30 deg.ELBOW y f \ , N'1 _ CEN 7 O EXISTING TO LEACHING POOLS _- ` ST O REMOVE EXISTING SEPTIC ASPHALT AT TI-IIS LOCATION) 60 deg.WYE PROVIDE SPEEDLEVELER 2„b.Sr,_Z. PER SCHDS REQUIREMENTS DRIVEWAY [ •� .� a-FLOW ON EACH OUTLET (^ •y- - is1 �I [ 4"DIA SDR 35 PIPE 1/4"/LF PITCH \ 4"CAST IRON PIPING TO i'-Z��'rj'C' DEVELOPED _ 12"THICK UNDERDRAIN -c_;..<. L,f EXTEND 2 FT.MIN.INTO PUBLIC WATER - 13 +�' TEST HO E FILTER MATERIAL TYPE 1 I' `I - \ - -1` FOUNDATION WALL TEST HOLE ; CONCRETE ' ` DP'r ' ` EL.17 EL.16.5 WASHOUT O - ` I DW I _ yy -w_. •- 1. ST DISTRIBUTION BOX V. TYPICAL CLEAN OUT DETAIL NTS �,R �RUC'C\ON /�, t QED r� � ---a 1` TOP SOIL , \i / C N �ERN�Ao �Z'L:`� - \1 E��PCE0. 1 CIO NTS a t LOCATION I O v�g�\G r , 1 izoe �GN ELECTRIC ONE LINE DIAGRAM � AL / \ ,/ JAB rni (NOT TO SCALE) "F I ' wo � � lYl � � O 120 VOLT,to SERVICE TO NEIV 20amp. "" 0 b Q ��RE, 'X 1 L V FUJI CONTROL PANEL 1 POLE BREAKER UTILITY `. m - Q •- 2#12,#12 GRD IN ab"� INCOMING SERVICE " � _ J ."...� VALVE WATERI74 Ov�RNEP 011- XfQ L+1PVC CONDUIT �200a,lm.120/240 VOLTS •e"� PLANvIew \ \`fUJI t _ 1/ O UNIT CIRCUIT METER " A O 0 FUJI CONTROL BREAKER METER n / K� C Q-- z u- Cli � AERATOR PANEL PANEL 7 w` I I U V � D7 •�t .� � ® co� � o EX.GROUND ROf9� NOTE: 1).BURIED ELECTRICAL POWER ...t m ® •*Y ° G g CONDUITS SHALLBE A MINIMUM OF 24 INCHES BELOW GRADE. 1t. OX• _ U f l E m ^ 2).ALL ELECTRICAL WORK TO BE �,Vtv -_ PERFORMED IN ACCORDANCE v� ■■/�. �EL P.\ER •�- r6 WITH NEC. SECTION A-A VIEW SECTION P-B VIEW V �Vlavlc O SEPTIC TANK STRUCTURAL DETAIL a NTS `i PROPOSED SITE PLAN. '�,z =asp' aS SCALE: 1 = 20-0 w W d �11a l v.�i��i'D�R� a SrPWIM, 1 q} CO q4 d) 1 1 /4 1 I W w a� s � � ,..,.,a .ice', , 0.,:i'� A .. w w R N IJ '-"".sx`it JA4Gr;..Li!"..J v[•-.$R;..A�:�'�'F'mp� 4,;!n t tli�p9✓ '1�' �'- oy �r 3 r'--'----'---- --'-'-'.'-'-'--'---'--'-"-� }a61 LU✓ koa.5, w a.;.�t . � v9� If °"u ;.• B r1r�a 1a�rm-rlpp-- IS. �p rl�1 q, ,a L .•rm+f ' t' 113 • .n w 1 Cy'-7'-I♦•--�•X-1@- --L'- .'%-�S.,•�" 1 �T' 1' ! TYn' 'AFII uL "9 • m ' I L 1 1 I I I 1 1 I I 1 I I I I I b L ��"�Tr♦�' �x�tpp'@+)�q • 1, eena I Y't1°"+�"D✓-aJtlS i..0.J?;i i.r&� f•�+yy';/'�A�-�y,`p•� ; fs�' •� .a`� ur aMUMrMr e ; d iI d-1 d 1 ;a+�'!P 1l,P ; ,} .,L."S..•!'I.T`1. is I j ix ii} )it `s, �+�, TM y+art' t�,l *� g C !-t �'yn '> r•o- A..r' .•.,+..'F Tk"'M..'`.. s 4:.AP.,wXi".4.1'L"fi t«?!'^.TC'.•,.r`r�' APPROVAL r • ,r,A"'"��-'s'. �^ In e,and.. d W 1 'V' ' �----------- I ; r .-....�.+.�.�I Ill � m�v W Y-1 1 Weolo a. W i 7NJ �r��b' p�E�,p Fpp¢gglL Pv�a,i'ti��1�c:CEe.1 -�.;�;i" _�:;�z-.:';�`°`[�. , �,•.-.w W ; Mll asarEGl i°,D a�FX:uRRfMI ololLtsol ; W w 1 as am 1 rrBi7l�m�e°S 1 erlr+tlwc SPLCfGaaai am panels earr�a wyst Mra nol®r also i ., -- ,w , SUSIMiT P.E. ORR. w _ W 1 1 FOR INSTALLATION�1P10 CO aowaw.esam nawlamu rrs 1 F + 1^•r r--:. '� ! IarrMllt M11L a'roil ilelalla mrlllr�wl[a 1[eT 1116 I. tll d Ill 1 IW a4 Cl.iEMIMI IaK W 0004 LO M rWL1 OWTSIa A' i Is R n! 1 (a16f eMnW aM6 ali[aC rMa mY , 1 \ �.[`;•1't11 �.•••• W 1 IA i Mara ltl[i Qa[f[Ill rlaa tali ' _. tJl vJ 11vi l�ta I II,.FS`>] r 1. W 05 OF --�a-- ----, -- FOR FIN LAPPROVAL. USE DRAWN: MH/MS .Atllli.ndor.d ent of C`'Ir:Ix S3i1i�^. •�j\,I:2 SCALE: U.r7 l e CO112form, ante vith department I'equircmcnt:.Sx.1bmit JOB#: 1059267 CONTROL PANEL M le - T r 9/8/2023 COIIi�1.tC�fO:I�VV�JP.�- � ag proof. SHEET NUMBER: S- 1 I J�11 REVISIONS: Groundwater data sMra,�ld" � JUL 1 1 202�t SITE DATA: SCTM: 1000-63-7-3$ + DESCRIPTION: AREA LOT COVERAGE: CONTROL A MAXIMUM 5%GRADE SLOPE MUST 9 MAINTAINED .P ©" SUFFOLK CO.HEALTH SERVICES BOX '' Slnker FOR A MINIMUM OF 20'HORI20NTALL'�FROM THE NEAREST / > bland 1 f PROPERTY: 23.283 SF 0.535 ac HOUSE FINISHED FLOOR EL 19.4 EDGE OF ALL LEACHING POOLS BEFORE TAPERING OFF AS GARAGESLA617.0 PER SCHDS r f p G»!e Sasrrn ` Nr OFFICE OF YlASTE+tiATER MGMT. ar ESTIMATED DISTURBANCE: 5000 SF THERMOPLASTIC COVERS %' PKQ,.f bay Gc" c 11 LOCKING AND WATERTIGHT 20'DISTRIBUTION/ � �'Peoru Bay � \\ \\\Yl�►1 EXISTING: CO FINISHED GRADE:16.9 AS APPROVED BY SCHDS SAMPLING BOX FINISHED GRADE:16.8 �'+ U HOUSE: 11480.7SF) DEMOLISH 8 *, Peco" Soy -.* : - Wham 9 1 i 1148.9 SF service Wvdm ktveth.ad •. ,• Legend `=' SCREENED IN PORCH: panel --^ T Rtvw_ 1 DEMOLISH l� 2 ax.24 y r•"'/r'�', ""- PerowrR.;y NnrthSO&IVV0Ve^+r,Localan `''>+,2 e2 2?'k BREEZEWAY: 1179.55 f rttax,24' , y Ca varK n,•- ^r !rs,de FI C a:dva b a n o•n;Locancnc ` J O WEST STOOP ZB.O S DEMOLISH n trdclo }}• �y � :4, S1 rrpLY CnINiY -rl i'+.m /» `0- 1 PVC VENT PIP E TO CONNECT r` " ^_ i 1 n. ty J 4 I FI DEMOLISH PRnr. TO HOUSE WASTE VENT IV 1 i t+:r>- PQir@'?C by E,,1 US'S Tee rp-,1ar Map krow 2 e'=u.q.et Cataee ?DEF Ev.a+c-P•cys n Gss;rn:r c tiA e;t•+e n r 8,ete�r.s•::ra' U ��,:��r EAST STOOP: 140.0 SF) DEMOLISH 5' 7.8' ' TOWN r f FL 15.3 EL 14.8 EL 14.3 EL 14.2 L 14.1 EL 14.0 I Interested in understanding hour to access the upstream,'downstream data?Learr about Lhe Mn•,. "k-Lirked Cata Index: 1, �`}`t�1 �E Qx�,LT 1, EXISTING GARAGE: 669.2 SF 2.87 96' 4'DIA SDR 35 PIPE 1/4/LF PITCH 4'DIA SDR 35 PIPE 4-DIA SD 35 PIPE 2-B'e X 8 D LEACHING POOLS O �D�1n EXISTING BOAT HOUSE: 331.0 SF 1.42% O O 1/8'/LF PITCH 1/8'/LF ITCH REPLACE UNSUITABLE SOIL WITH I Summary of all available data - CO) O SAND AND GRAVEL(T COLLAR) I L 990.2 SF 4.29% ICLEAN FILL PER SCHDS.EXTEND DOWN CLEAN FILL I O TYPE SW OR SW 6FT.MIN. PE SW OR SW USGS Parameter Group DataTypes Start Date End Date CREEK EL9.7 EL6.5 Physical Oaity Values,GrD.Ird:vater Levels,Unit va!ues 200006-21 2022-1i10 PROPOSED: FUJI CLEAN CEN-7 0 NEW HOUSE: 2789.0 SF 11.97% I/A SEPTIC TANK n a USGS Active Groundwater Level Network Site 2 O.01-01 2021-01.01 1 UNDISTURBED 3'MINIMUM a d GRADE SEPERATION , USGS Annual Water Data R.eportsSite 2J;5-01-Da '<G21-01-01 ( C, WEUDPFRONTMPORCH: 69.1SF 1.03% O WEST MUDROOM PORCH: 69.1 SF 0.29% x _ ____ SOUTH STOOP: 57.s SF o.zs"/a SEPTIC DESIGN - WATER.FL 11 r- FLOOD INSURANCE NOT AVAILABLE FOR HIGHEST EXPECTED WATER:2.0 O 7 days O 30 days!`"1 year NEW CONSTRUCTION OR SUBSTANTIALLY SCALE: NOT TO SCALE [MONITORING LOCATION:405830072331502j IMPROVED STRUCTURES ON OR AFTER EAST STOOP: 58.3SF 0.25% -•�" , ;-:': NOVEMBER 16,19901N DESIGNATED „'-,� ,' . .,� r c - COASTAL BARRIERS !2 4 5 5 �� OUTDOOR KITCHEN: 434.4 S. 1.86% Groundwater tevet above NGVD 1929,feet® 4 �6° `[��s �OBV1lE �y 3648.4 SF 15.65% 5.18 ft-Jan 05,t2022 0:46:00 A 14 ES,202107:15:00 PM T tl '� 4 S 1 7 ��PtiONGW / - � aa2 S 33° 48' 11 E o 32 S 280 35' 4611E 28°43 N c 10.� i EL 17.2 p• b f Tg 40 C P�0.M '0 TOTAL: 4638.6 SF 19.94% 22.611 S56 ��5 TB 40.83 20.75, 1.0' _ OL s so : 'q EXIST. � s _ �- - � - - MEETS 6 BOUNDS BY: NATHAN TAFT CORWIN III SURVEY DATE: JUNE 2.2022 DARK BROWN LOAM `, 4.r TB HOIST BROWN SILTY SAND o t\j pray Ex• - - ._ • EXISTING HOUSE FOOTPRINT O `< ^ �• TO C,GCO�µOUSE N PO4gANK �a K _e,' t` ,. 1`. so RO eec2t2 r»2622 Art 2n.z a,a V2 A Qz.2 cnm:2 jto ` O De:2621 rep 21,22 A;,20_2 drn 2P22 A g2'ii C;2:22 -- �KG� tcCV. iA - �- _ �•�•� „ Cvr2nt: _-approved -._o:o6slowar - _ .-3 • + 10FVS�eF IyVV PALE BROWN TO FKId vSP is,t:Q Approvcd Provisional Cl ccmpare tots:yeal. ',G J-- NO' _- CLEARWG) t piq SAND Crsplayrned:an 4R' SILT F NCE NMI"S O O A!-- MEDIUM I L V �p GtfPRtN� ' _ �, t NJ -\N� 1•+ j Select data to graph Q I t I 1 .L ' LS FEKCE lu b a DW I _ 0 Ocpth to water level,h below land surface 20'k•-0G�2t:o 2022.11-07 •• � / ''� 1 O Gro,:ndvater level above M.VD 1988 h 2u3G-05-21 to,122-11-07 EXISTING FIRE PIT • / ROPOSED PATI 38 1 AND HARDSCAPE 1' • ON GRADE 24.0' \ 19.1' f GrnQndwate,level above NGVD i52h,feet 20CC-a 21 to 2022-11.1C " TO BE REMOVED -� - 4.' ' ........ 1 ,� r'i�Ortuuori ti EXISTING CONCRETE dyj EL 1.1 SP TO EXISTING HOUSE � / 32.4' 2,� OUTDH OR a SLAB TO BE REMOVED LISHED 16.1 _ WATER IN PALE r , Soda s statistical data , 1 17•0� BROWN MEDIUM SAND PROPOSED CONCRETE o, s7ooP 4.6' Rally Groundwater level above NGVD 1921,toot for Thu Nov SO 2022 based on 17 years of data. STAIR WELL TO BASEMENT 24.31 TEST HOLE DATA Latest Lowest Value 25th C; 75th Nighestvalue - EXISTING 1 STORY GARAGE Value (2017I Percentile Median percentile Mean (2006) � ! OW I TO REMAIN(669.2 SF) McD CTOBENALD 28,2021 4.46 4.06 4.37 5.15 5.0i 5.1i G.?, % / INSTALL NEW SIDING,ROOFING" OCTOBER 28,2021 ^ EXTERIOR OPENINGS EX.GARAGE 2:30 PM 21'6 2 STY FRAMED HOUSE FF EL 17,0' PROVIDE TRAFFIC BEARING FRAME - (UNDER CONSTRUCTION) W A AND COVER IN TRAFFIC AREAS AS M REQUIRED(VLF) PROPOSED AIR CONDITIONING 1 FF EL 19.0' REQUIRED COVER �{ PORCH NEW ELECTRIC AT GRADE UNIT(ON SUB)LOCATION I^ o METER E/1 Qoil FIM D t �1 � a w Q 24.3' � O O END PLUG/STOPPER LOCKING HDPE CoVM I Q O A' ADDITIONAL CLEANOIIT TO TO GRADE 2Q'a C � EXIST.C0�1:.APRON a • •SEWER PIPE BE PROVIDED AT INTERIOR 20'POLYLOK GRADE b OF HOUSE AS REQUIRED. \\ ` `,o 9 PORCH m ASpi+ALT W I3I DISTRIBUTION BOX C (NO HOUSE TRAP) __ FROM SEPTIC U� DRIVEWAY � �•+ t•30 deg.ELBOW .� . 2• CEN 7 1� TO LEACHING GDOLS � - O � .,. � � Q � � A 60 deg.WYE PROVIDE SPEED LEVELER 2' ` \ e, Y•7 st-- Wj FLOW �-� ON EACH OUTLET �- ILi TEST HOLE ON a O 4'DIA SDR 35 PIPE 1/4'/LF PITCH \� 4'CAST IRON PIPING TO 12'THICK UNDERDRAIN DP 5 ` �E 17 � EXTEND 2 FT.MIN.INTO •; FOUNDATION'WALL FILTER MATERIAL TYPE 1 All•0 B xB\I �1 _ Q1 O t O _(� tn 1 LP / S. DISTRIBUTION BOX I 20 5 %_. 1 TYPICAL CLEAN OUT DETAIL NTS NTS 1 P ELECTRIC ONE LINE DIAGRAM • . �� ; -•� =�.// , a n..« (NOT TO I,CALE) 120 VOLT,to SERVICE TO NEW20amp, "^ 0 •t �� O RE 9 � 911.0 O FUJI CONTROL PANE 1 POLE BREAKER UTILITY O _,„ 2Al2.#12 GRD IN>d HNCOMING SERVICE «., :::a.r ••-•. v�RNEAO.�"' M N C o n ,I u PVC CONDUIT 00a,1o.120/240 VOLTS .^ PUN v Ew `E X r FUJI 1� UNIT BREAKCIRCUIT FU11 CONTROL BREAKER AERATOR PANEL PANEL �S � � a I 1 µ RGINEEWS CERTIRC1",TIOti REQUIRED. a ~ X � ° Oc X.GR N RO4 NOTE: v' U:alCERTIFICATION Its z 1n �+' r R.A.(�y /� n E GROUND G 0 `I' na'{T P.E. O i E.f 1, lrE r 't7 DO \ 1).BURIED ELECTRICAL POWER •i O f ••t CONDUITS SHALL BE A MINIMUM .� ® �' r ` e T•. ` OF 24INCHES BELOW GRADE. ,#; 2).ALL ELECTRICAL WORK TO BE -^• // /� PERFORMED IN ACCORDANCE r9 a,1e� s�11 I {' tR t all a( a WITH NEC. _ i L` DER FOR F11%4AL A pf o 4 I.. (-�.v!'.'I ' Y IY�(-41� tn V M r� SECTION A-A VIEW SECTION B•B V,EW fir/ B �P ON �D SEPTIC TANK STRUCTURAL DETAIL o W NTS � N �' �-' PROPOSED SITE PLAN N : SCALE: 1" = 20'-0" V• -`h V ■ I I se ti�,�� J S tC..L"�tip Z.. � Y t � r w.-nr1 •� rr,�}r+�.r-, � ,� �l'4,�'- {�'�t .�>��°:• ry}4t � _..' F'`J w us w tv a � y ■ t ■ r t 1111 Nrsa�rwiew 1f, M Ia Or 0 F. ot P a - M �Y Ir7-.•C-a'-x'Y-1C_1:-_41 '• 1 to wI I 1��l ItIIII R22-1612 w w I n 1 I t 1 1 1 1 I l I w ardrrm P � 4aa•' A { dal �'MtiASF I P enr r'• w i it I CAI w ear r•r:�* OI 1 t------------ I t ; ��../•�/�s ys�......,..1.�r. k�u•per /� �ey�lt Wit) t�+�w r' �+�•rg� 1`�i'/� w a. r ----� r-- ■ , i r 'i •, : y�sOU DE-P.:u>i t°'� al u1flJ.s w ! r o - • w i 1 i a�r�p w. a e y sty»`n ry * 0-t 1„Y�r��[6l.".' i:'R"fir,i L-.ll'v..!�J t.i.¢§ a'tfi•ro�: a, nr � r swat of YiCa rrY..Kv4✓9aus�ie M+� . i rwucwrc ■tas■wae taaewrserr.araraeslses i w a -_--� r-_ w ! aawasL area sa•ao rsrsa rrs i .� •ti a �� r ai i ■t. a°art�isnw ..Maan�+r�„aaww�c .it70. L1-1L,,I� W ■ w a.arawuarran■.sttwara®aa i I xlt• I 11 i:. 1/'r.�/;_ {/s Jt . a w_ _ maoouna■mrrmseust-___-- r- _-_.nassauaarns_-Ja ��svA4 L::� - V �f'/��tic✓ .. r. I -�---- - m T"I� f,'FA1X -jR (7!n' » ��)(1 =:tsL' L.:.�" ! '�:h� ^ i't•�"-T-"F NijA l`s i i [t ,( 114, s 1K A S-"c DRAWN: MH/MS SCALE: Abandonmert Of e`:1stII1 snmtary system must be In JOB#: 1059267 CONTROL PANEL M i col�Sfos-:n�:ncc wii?I de'�a�mcl:i r n, 'ram -, 7110l2024 � e.1.IIs(-mt.ni Submit SHEET NUMBER: completed form��1,I,/.- r. - a�rro�f. i 1000-63-7-3 8 S-1 TOWN REViSTONS: lar� CES � 11 2a24 CREEKSUFF ICOE LK OF WSTEWATECO.HEALTI-I SERVICES R MG JIT. o Q d 0 Z FLOOD INSURANCE NOT AVAILABLE FOR NEW CONSTRUCTION OR SUBSTANTIALLY IMPROVED STRUCTURES ON OR AFTER / NOVEMBER 16.1990 IN DESIGNATED COASTAL BARRIERS C NIX NEP 5 K ° " AA S 33° 48' 1111 IE o 3� S 280 35' 46" E S 280 43'40"E 'ONA �r`p 22.61' S5(6 S. TB 40.83 20.75' TB µ,GN lJL EXIST. 5 Lu TB HOIST W� - -, r Q ^ N r \ OF R„�� a / EK,SnH BOOS ND SE , SO4 OF O 41 SILT FENCE / 0 {; 1 DW 1 PROPOSED PATIO JB # ON GRADE �-/�$ hFO�� R • Ix I N(/�\✓ Q' DfNN u 00 ,t 4.6 � � O N EXISTING 1 STORY GARAGE I DW I ' TO REMAIN(669.2 SF)% O _i / , INSTALL NEW SIDING,ROOFING. EX.GARAG EXTERIOR OPENINGS 65 2 STY FRAMED HOUSE ol p..( (UNDER CONSTRUCTION) ' , s5 - EXIST.CONC.A►R N ♦Q `C, V' ExlmNc v \ /• ASPHALT , DRIVEWAY CEN 7 � / V; TEST OlE Q'\ EL 17 DP FRO XP I I `' ' � ,` ' / I 20 LP / ' \ 5' •- / I1. EP, I - W o - - 071, O � e10A *d O OVEN „ �, L �/ ,O/ W O oC> v 4� N d � Go v �Q 01 M p 6 eT v ^^ 3 0 � x o � O -mot' / R" � w , Stt In � # 6 NQO G�yJ A v00 3. oil Q� N 0WIN evjJJ NEIGHBORING PROPERTIES _, � "u \ SCALE. I — 20-0 P O \ \ u ° ov -z 1QQ°- Nlf yt DRAWN: MH/MS NYC SCALE: 4v p JOB#: 7/10/2024 SHEET NUMBER: S-2 SURVEY OF PROPERTY __y SITUATE 3 SOUTHOLD y TOWN OF SOUTHOLD,,- SUFFOLK COUNTY, NEW YORK �Pe S.C. TAX No. 1000-63-07-38 v` SCALE 1 "=20' O �e JUNE 2, 2022 JULY 14, 2022 ADD DOCK, WALK & STEP DIMENSIONS 1� V N. �� O 'o. DECEMBER 11, 2023 FOUNDATION LOCATION 4 ��,�, AREA = 23,283 sq. ft. (TO BULKHEAD) 0.535 aC. _0.4 t�J 010� �f ROCKS TB S6° ° CER TIFIED TO: 4— _0 37� � 8)�S c �\ PATRICK BROWNE Dk 6=5 _ A co ANN MARIE BROWNE �` m C PJ�p G�aP SPANO ABSTRACT SERVICE Corp., SP475Q0—S '�1 10� �G FIRST AMERICAN TITLE INSURANCE COMPANY 12— x 6. 14 6.41 17.0 da+,6iI() 6 17.5 :r:? ! 'B• .:,• . 11 \� VO. / 17.4 x 17.4 / Lry5�5g 3.3 / 16 5\,P, EGR o• e m. .,j A31 G v k ��\\\ �5. S 16.9\\\ \\\\ .f� CO, \ \\ w17.2 \\\\�\\\\\ \\� NOTES: � O a� oG 33 / \ \\ \\\\ \\\ 1_2 .� 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM O��•�'' '" °a s7 x 16X �9 EXISTING ELEVATIONS ARE SHOWN THUS: xx.x 90 9w� EXISTING CONTOUR LINES ARE SHOWN THUS:xx— — — —xx x'► • \ Z o y ; 90 A 03 x 17.4 / 16.6 \\ o � \ F.FL. - FIRST FLOOR g. 1 1"G, G.FL. - GARAGE FLOOR • • -0 No� ice. r �N • \ T /�> �. B.FL. _ BREEZEWAY FLOOR x 17.9 / �� 66• \ TB TOP OF BULKHEAD Se`� - r, N' B8 BOTTOM OF BULKHEAD ► •., �se o. 4 0. / Gy TW - TOP OF WALL \ x 16.8 ��, �y BW - BOTTOM OF WALL °O�� V.o;• ' �6 �oti 2. FLOOD ZONE INFORMATION TAKEN FROM: '• • O� � o. ,9ti ,, "$m �'` � FLOOD INSURANCE RATE MAP No. 36103C0166 H °'► . �y • k^�� m0. / ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); ► . p °, �/� x 17.2 17.8x BASE FLOOD ELEVATIONS DETERMINED xX�l goy °� �� ,t ��• 17' ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 17.3 (GPRP 174 3. LOT AREA LANDWARD OF TOP OF BANK = 18,950 sq. ft. x ► . , �. ,►� • Foy \ �T�+ p y ':. ~► : yoy^ 1�8 IDS PREPARED'C� Q18.4 C� \9 ► ► / \ � �� STANDARDS I FOR ACCORDANCE SURVEYS AS ESTABLISHED y • '� `a $ BY THE L.IAL.S. AND APPROVED AND ADOPTED ' ° � , �O�'� ` �, ` FOR SUCH USE BY THE NEW YORK STATE LAND TITL17. p N. / '�O OF ryF�iJ��is TAFT 00, 0•A Gj � �,`�` p9��p � i �-LO`� N.Y.S. Lim. No. 50467 t UNAUTHORIZED ALTERATION ADDITION Tait Corwin TO THIS SURVEY IS A VIOLATION OF III SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED $UCCe330r To: Staple J. Isaksen, Jr. L.S. TO BE A VALID TRUE COPY. Y Joseph A. Ingegno L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys — Subdivisions — Site Plans — Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Fax (631)727-1727 PHONE631727-2090 LENDING INSTITUTION LISTED HEREON, AND ( ) TO THE ASSIGNEES OF THE LENDING INSTI- OFFICES LOCATED AT MAILING ADDRESS TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHT OF WAYS Jamesport, New York 11947 Jamesport, New York 11947 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. E-Mail: NCorwin3®aol.com 2025 AN _ J ":` 5•�'r',^r�"_ I 1'DIY`I \ I 2 STY FRAMED HOUSE I FFEL190 I TOWN A Bull CREEK din go®epa ent - - - �:�P �.� I A��DHDmONw z Town South Id _ "_ I uNrroNsvelwurroN co o_o-vR- .- __...•._r_.- _ _ i 2 I� m ro H o ///111\\\ I s3ras n.e .4�5.n��;eas•c 53H•9Tb'; s�.°nvs.�.r ICEN CONEROL9ANE1 i p /• n^� •� ON HF0.4ME I Po w c . 1F PARTIAL SITE PLAN - - scA{F:r e 1aa bn.- •�� .D DISTRIBUTN BOXY $IO ° r �vO AO a TYPICAL CLEAN OUT DETAIL "" � 2"" .._ ....,,+o... SITE_-_� zcazE: E< u SEPTIC TANK STRUCTURAL DETAIL _ >,,. W , — R-22-1612 x hL=I •.c;-c max',+rc�.....�:,x F CB I'' !I mvuro 9 oil ht _ ir{7711 u_e xe•.aR-sa.Jv+.a-.. •.19I�- I j - .. ..... .....i.•. .....w. � L::.�a'sr:s:•�^•�ire°�_.._e_.-:_._ �i .—Anuars-r I� n uoew mue w.v �•. o-...w. ••••• •o••. � ��yr•k.✓•.Ti: S� -- •tea' — TFST HOLE DATA 'u' m. x�'....�.•r-C•.•r• ,...�,cvuv « - SEPTIC DESIGN ......--....... --------- - - - +°EwveouraoLlwrELu cu°o. SCALE:NOT TO SCALE °-°""^'m•"'°'^'° 1000-63-7-38 S-1 nE EIVE wit i ` - - - 38 JUN 2 3 2023 DESCRIPTION: AREA LOT COVERAGE: PROPERTY: 23,283 SF 0.535 ac E...� APPROVED BY Snait`IDIbTown Board of TrUsiges ESTIMATED DISTURBANCE: 5000 SF BOARD OF -i RUSTEES TOWN OF SOUTHOLD EXISTING: � HOUSE: [1480.7 SF] DEMOLISH I..� DATE j'uc,�r !4 20 � SCREENED IN PORCH: [148.9 SF] DEMOLISH n BREEZEWAY: [179.5 SF] DEMOLISH WEST STOOP: F 28.0 S [ ] DEMOLISH TOWNINIoEAST STOOP: [40.0 SF] DEMOLISH Q EXISTING GARAGE: 669.2 SF 2.87% Z CREEK Y O EXISTING BOAT HOUSE: 331.0 SF 1.42 F---I 990.2 SF 4.29% o h--1 o ° cl F--� o ° PROPOSED: F--1 'z FLOOD INSURANCE NOT AVAILABLE FOR NEW HOUSE: 2789.0 SF 11.97% NEW CONSTRUCTION OR SUBSTANTIALLY IMPROVED STRUCTURES ON OR AFTER tg WEST FRONT PORCH: 240.1 SF 1.03% NOVEMBER 16,1990 IN DESIGNATED COASTAL BARRIERS 6 �2 53 0 ° 5� o9,;- EP WEST MUDROOM PORCH: 69.1 SF 0.29 33° 481 1111E °32 5' TB S 280 351 4611 E TB S 280 43140" P -P SOUTH STOOP: 57.5 SF o.2s oi° w 611 '00.l G�0,83 20,75 GN TB _ _ - tJ► EAST STOOP: 58.3 SF 0.25 /oTB c Q V k^ TB E'T 4.� 'ST 5 OUTDOOR KITCHEN: 434.4 SF 1.86% }i0 _ - � 1� O tSttN� 3648.4 SF 15.65% U pP W o [�J / /F gPtat EX y i H d /% - N oEOK J of B�N� y �� i. 1`�' TOTAL: 4638.E SF 19.94% W a m_f� }•v / � / � � tNG GOT NOOSE � j t '� 11'� i,�y4--t �i t .` ROCK ER 1�NON R4 gUFE MEETS&BOUNDS BY: NATHAN TAFT CORWIN III SURVEY DATE: JUNE 2,2022 U n OIA i i t i � ij 0 0F v CLEA'.',tdC, ' -� �P.'� , S'.l.T F NCE(I_I\1 S O I j 'A 1 EXISTING HOUSE FOOTPRINT O I L 1 .S lEr''atDW 1 I \ I EXISTING FIRE PIT w '�, PON POCD SED PATH 191' cm di VO AND HARDSCAPE �` _ GRADE 24.0' ' ' p� +, •g V TO BE REMOVED / Q ER .9� _ _ Xp In T„�. .2 i J _ ' fd _ 'R gU._ � i �• r ch N% ` '1 _\ " .1 i EXISTING CONCRETE O V x e•'•'?ND FL BALCONY•••w•t "I O rl- i•+ ym STOOP I SLAB TO BE REMOVED X O M, EXISTING HOUSE \ / 32.4' 2. OUTDOOR TO BE DEMOLISHED - 1 KITCHEN ' 'M 000 PROPOSED CONCRETE moo. COOP 4.6' cu w 1 u \ 0 \ STAIR WELL TO BASEMENT - _ 4 3, S✓., 0 EXISTING 1 STORY GARAGE ` r _. _ TO REMAIN(669.2 SF) Lr) U INSTALL NEW SIDING,ROOFING, ` '� •r u+ EXTERIOR OPENINGS _ EX.GARAGE CA � CV w v 2�6 PROPOSED FFEL17.0V � W ^ 2 STY FRAMED HOUSE F- v o PROPOSED 24kw PROPOSED AIR CONDITIONING FF EL.19.0' PORCH UNIT(ON SLAB)LOCATION GENERATOR ' gn n, 24.3 20/} )� o 0 1 b co♦ EXU I.CONC.APRON 'i,o'. (n m 4, W -7 1 j DEVELOPED � J PORCH 0 1 PUBLIC WATER m I DW � � .. =nl_a \ / MIN.10. CEN 7 aO _ EXISTING �i O ST ;,.,.a,v.wunn.:,«�.(;� ASPHALT I`CD (nTTII-OCAT-) DRIVEWAY I � �� r/.. FF0.$Cl I:S 0.FOI11^fMfNTS v, DEVELOPED / \ Ja ILI °M PWMC IVATER TEST HOLE 1 CONCRETE 1 - 5 LP Sw' _ \ TEST HO E / \ EL.16.5 1\ WASHOUT / ( ) \ EL 17 I DW I L� B F 16J' i Og TB I / \ _ / .Sty Fr-1 \ 1 \ / p �E, "�Ts E EV tbg N o l V.N TOP SOIL 11 \1 / c N vERNF ` 1 LOCATION 1 \ / i O 1 "Y' N a CP WATER 17,, VALVE O \ � �5° S PROPOSED SITE PLAN `i 11 DRAWN: SCALE: 1 - 201-011 SCALE: co JOB#: 6/22/2023 N SHEET NUMBER: `! ? e SEp z Iw S-2 E C E I V EO H JUN 2 3 2023 TOWN - W oSot;tttoid Towm a 13mrd of Trus°^es CREED 0 C, Q 0 FLOOD INSURANCE NOT AVAILABLE FOR NEW CONSTRUCTION OR SUBSTANTIALLY IMPROVED STRUCTURES ON OR AFTER NOVEMBER 16,1990 IN DESIGNATED 48 COASTAL BARRIERS o O ` ° 48' 11" E 3'L S 28° 35' 46" : S 280 43'40" S 33 2.61' S,bb 6 46 40.83'. --TB 20.75' E �� 2 --- _ Q Ts E,In — \RV P / BONI -TURF BUFFER „'� W O�� C �'/ > A i I w EXISTING 2 STY. HOUSE O ..... y t TO DEMOLISH cu O ` rn m ' r p EXISTING GARAGE ��+ iy,U TO REMAIN r' x O PROPOSED 2 STORY HOUSE u v co15 MST.CONC.APRONco u DEVELOPED Zu O 1/ cal PUBLIC WATLR Ln U m FtFCiRIC . 00 rE�1 CEN 7 O EXISTING �`, N ST O Krcr EvrcllNC Searle ASPHALT O (nr nnu uaao DRIVEWAY ON DER`CHINS 0.Elll'I'tEn1EIrTc li ON DEVELOPED oI PUBLIC WATER - 5iUp _ N �c ?o B'XB' r r i B'XB' I W \ ST €.0 \ ST i FH EP 'I OVFRNFA� 12G�G pvBE��e�E� 'o �4 WATER•74, FN VALVE OBE' � V / o SEQ IL 2 ,r W jDnRAWN:PROPOSED SITE PLAN .. , * BL : — 1 �$k• SCALE: 1tl — 2 0 -011 6/22/2023 SHEET NUMBER: S- 3 EXISI . 5 TB HOIST W 4.� E E I E C) pr1 _ - _ - ►•-� �P�K <� JUN 2 3 2023 _ - E _ • � y � M- Snuifn!dTrt�+m O r•. 1 - y y Board of T u fees flo BOPS NO wi y / / � _ — OVER � / -ROCKS y 1 1� ZURF BV R rn _ y _ -� y NpN V� / •-•� It 1 L y 1 F•• 01 4- "G 1 —may M SILT F NCE (LIMI Sol CLEARING S I DW I O EXISTING FIRE PIT / �- ROPOSED PATI .J'8 19•� Q AND HARDSCAPE / , + _ _ ON GRADE 24.0 TO BE REMOVED 4- � 3 _ — — _ O ° ❑ U H - - - - - -- - - - a/ kn v� EXISTING CONCRETE / 2ND fL.BALCONY OVER STOOP ''•.. `• 8.0 8.0, ;. SLAB TO BE REMOVED � 1J EXISTING HOUSE \ / •01 32.4' �2,2' OUTDOOR c� KITCHEN TO BE DEMOLISHED - - - -- - - - - - so 00 I PROPOSED CONCRETE o 4.61 STAIRWELL TO BASEMENT "' ° _ 24.3' r2- ' 16.6' �� 0 _ EXISTING 1 STORY GARAGE x o TO REMAIN (669.2 SF)INSTALL NEW SIDING, ROOFIN_ EXTERIOR OPENINGS EX. GARAGE N ^. -� 2�.6 �/ FFEL. 17.0'z � v T .;,PROPOSED 0 M 2 STY FRAMED HOUSE _ 13.8' o W PROPOSED AIR CONDITIONING FF EL. 19.0' u, PORCH PROPOSED 24kw d. GENERATOR UNIT (ON SLAB) LOCATION `° ❑ 13.9' ❑ 0 Qo ' r r 24.3' w 15.8 20.0 4� o Zn En o f"' 20• 1� 10.0, 6 9.4' 0 10.c r; co C' EXIST. CONC. APRON oN rROL sqx u V � 1 DEVELOPED o PORCH 0 o! 1 PUBLIC WATER06 cn ❑ 29.4' ❑ ❑ ELECTRIC DW I _ O /AIR CEN 7 O - EXISTING — \ ST O REMOVE EXISTING SEPTIC cp ASPHALT a (AT THIS LOCATION) DRIVEWAY 1 PER SCHDS REQUIREMENTS rn 1 O V ' DEVELOPED DP TEST HO E TEST HOLE CONCRETE �'' '�,,'� PUBLIC WATER I � � - � - \ _ EL. 16.5 WASHOUT / < ) \ EL. 17 I DW I 8 X8 o r - O8'X8' I _ G PARTIAL SITE PLAN � z4�f � `VY � W �,� DRAIN: �. ,tr�'�'� +* SCALE: `tp <...h JOB#: SCALE: 1 " = 10'-0" W ' a >` � * 6/22/2023 , SHEET NUMBER: F D E C E IV 2 JUG 3 2 �Q23 W Seuthold Town Board of Trus!o"— ^� H �7 a � WW Q - 11 1 1 11 1 1 11 1 1 rill w a x k o PROPOSED SOUTH ELEVATION SCALE: 1/8" = V-0" CD N � G m o X � v 0 LoU v in N a)r. v o W N 6 ] frl rOr^ rVJ VJ W EXISTING SOUTH ELEVATION SCALE: 1/8" = V-0" x k >a . DRAWN: SCALE: e . JOB#: 6/22/2023 SHEET NUMBER: A-2 E C E I V E jgl 2 3 2023 Spiftld Town Board of Trustees E13 IFNI J Ll I J I C) -- ---------- L-i U I 11. I Ti:= i'l I' Hill I I I I L___jl L___j PROPOSED EAST ELEVATION SCALE: 1/8" V-Of' cf) 0 m m a3 C31N X 0 x cu :n Ln U cf) ------------ \,o 00 C4 cu o 4 Em", ................ u u 0 U) U) EXISTING EAST ELEVATION SCALE: 1/8" 11-011 DRAWN: SCALE: JOB#: 6/22/2023 SHEET NUMBER. �D EEwE O JUN 2 3 2023 W c cr1tio!d Town j Board of Trustees z --- -- --- - ^Q ID — — J1 Ill i � A � WW W z z W A a o PROPOSED NORTH ELEVATION o SCALE: 1/8" = V-01' 0 v N � m cn cu t, V O m = � m o ; X0cd ra o 00 co �x — —-—-—-—-—-—-— — m ON un ,It Cz co v v W W N V O F11 W- EXISTING NORTH ELEVATION x SCALE: 1/8" = V-0" DRAWN: SCALE• . 3 JOB#: 6/22/2023 din, �j SHEET NUMBER: A-4 f Jlfrj 2 3 2023---------------------------- h--� ;r;rc;of T, e 1 1 1 e, MASONRY STOOP i --- '• ---------+ I 7 151_01�. 34'-1" MASONRY ' STOOP +e 1 In 1 O MECHANICLS RECREATION � PROPOSED GYM I 1 r I 5. . ,. v ° STORAGE 1 EIIDOR - ---- ------ --- DRAIN , D A P n 1 61 I l5 ---- w EXISTING GARAGE OPEN RAILING -- in PROPOSED BUNK ROOM 2. 4 P R" W W PROPOSED %. MASONRY O CH WINE CELLAR WET BAR b° BATH No.4 M 61/z"PUMP e UTILITY EIECTORI I O ------------� ✓`� O 1W3046-2 Ln •A �1 �� A . MASONRY PORCH .°On .'de . de .'de.�d�e .°d•e d•e .�dx .'de.'d'. .•G�e .°de.'Da.-Oe.'dn �0�e .dde•; I 1 (7 F———————————————+ e—+ CC 1 --- N v o ON v m m O E O cxC (DPROJEC7PROPOSED FOUNDATION PLAN NORTH o M a SCALE: 1/8" — 1 '-0" LoU da v N v � W Em� W W PV F�9. uP EXISTING UTILITY ROOM V0 B'-1-1/2'CLG.HT - =L . P4 (n ..*1 8 O O U) BATH 1 EXISTING ' EX.FLUSH GIRDE0. fIREPIACE T-91/2'CEILING HEIGHT •��♦•�•�•�•�•� UNDATION ------- • • •._O . r m EXISTING _. MEDIA ROOM V T.91rz'cHUNG HEGHT EXISTING LPUNDRY ROOM �V 7'-9 IR"CBLING HEIGHT !�1 xC IST�N,E �A EX.BAR w m - - - DRAWN: SCALE: >. JOB#: EXISTING FOUNDATION PLAN �Ys. 6,z2,2°23 PROJECT NORTH - '`' SHEET NUMBER: 0 SCALE: 1/8I1 -— 1 -011 : 4 � E 0 11 Er %I JUN 2 3 2i-L,3 24'-0" P3o:,d of-fqv'ifli!�3 r ....... .. b L"ll PATIO --lE7b 1,00p BALCC W ABOVE OUTDOOR KITCHEN . .............. . ................. ................. ..... --- ------------ "ST LLCEIUNG FAN a I d.BIGASSFAN�fg ZALL CALCANA SS E OUTDOOR HEATER BLT OR APPROVED EQUAL IN STOO MASTERTDROOM . ............ .................... - ------- ----- ------------ ------------------------ .................... WOOLFLO01ING --- ------- ---- --------- ---- - - ---- ------ -------------- SAMSUNG 55-Cl- S- Mld-EILED�l TV V VINC �.FFH?D-El NG BUILD IN WALL TO RECESSFORTV ............. .. ............... ------- ... ............. .............. ... .. ............... ------------------- .............. .. ----------------- ....... -- - - --- -------------- - MCEI WE-EFLAR LL=—Jd EXISTING 2-GAR GARAGE PL-X FIRE"TED SHEETROCK To BE INSTALLED ON WALLS AND CEILING TO CODE WALK-IN �D MASTER -------- -- ................ z3v [El CLOSET BATH ; SLOPED 45.1�FIRE RXTEl RADIANI HEAT CEIUNG -j----- ------ ----7-o-T-rFIrRrlufTG)---- Lj DOOR /MEL JAMB, SC HINGES(TYP) -------------- -------------------------- -Lo- ..... ......................... MUDROOM ------------ (OPENIIAILINGUNCER5TAIR) 0� KITCH&I STLINEN 11 T ............. . HALF 261H COVERED PORCH Z_ C3 ENT OFFICE ------------------------- I.R PANT .............. 54� --------------- Olt 0 cf) u COVERED PORCH PROPOSED IST. FLOOR PLAN BAP kEL CEILING X uw BLUESTONE 0 U) m C;,\ cr) 0 SCALE: 1/8" V-011 �0,t u x o ;-4 2, ----------------- ----- - ul) b C ob u 0 u -:J U 00 cq 0 4 STOOP �o No.I EXIMNG EX15TING EX.BEDROOM No.2 DINING ROOM SCREENED-IN PORCH ul) 57 ' x'-L ------------ - L----------Ll----------- FxtsT. --=7F=--'ll M 1 ...................... 11= - _1 EXIMNG VING ROOM EXISTING KITCHEN FURNACE FUE PLI TANK EXISTING BREEZEWAY u aal-,�-�7plp- EX.BEDROOM No.I EX,EN ..................I ............ ...... ............. co" STOOP DRAWN: IF SCALE: JOB 6/22/2023 EXISTING IST. FLOOR PLAN ;I (I)PROJECT NORTH iy- SHEET NUMBER: SCALE: 1/8" = V-011 A-6 DEC'_ _ __ _ _ O BALCONY ---------------iXLPLT HT-------------- ---------------- 3X6 PIT HT------- ------ 7W3046-] FWH906IISAfL TW3006-2 ®D ....... 6'5'-6'PLT HT I. ___ .._ BEDROOM No.3 1 O M uTHEDruLCEluNc 1 1 BEDROOM No.4 -------------- -------------- 1 � 2X6 PLT HT CHIMNEY 1 - - CHASE 5EFE 2'-6'r Te 2'i -------------- BENCH STAIR HALL BATH 5'-0'PLT HE 0 1 sH vyFa BATH No.3 I 1 � ----- O W 0 ATTIC 1 STAIR 1 S -- -- ----------- --- —1 1 1 LOFT No.1 1 B'-B'PLl HT 1 /• I 10'b'CEIDNc LOFT No.23-0 W W 7'-0"PLT HE 1 1 1 z 1 1 1 W /• �� ATTK No.2 W Q SLOPED CEILING 5'-0"PLT HT LAUNDRY ATTIC No.1 /• 1 I 1J SLOPED CEILING '\ r l a 1 I O U CXW29 /• I 1 �\ CXW24 I 1 _ F -----------------HI----- ----- ------ ---iX6 PLT HT ---------- 1 1 = 2X6 PLT HT CX 45-3 CD M 4 S v O PROPOSED 2ND FLOOR PLAN SCALE: 1 8" = '-011 1 @PROJECT/ NORTH 0 Lrn U �T—,, 4.1 T�r (n N N v W 1'-7'PLT.HT. '-7"PLT.HT. V J I 1 7'-7-PLT 14T W 1 1 OI 1 4'-D"PUTE HFIGM I 1 U b'-6' G HT , EXIST 1 1BATF O 1 1 IMNQ N XE WALK-IN ------' --- -- �---- --------------- WALKN - 7-4-cI rTr CLOSET ------------------------'-- �y +� Jr EXISTING BEDROOM [,00 �CHIMN ------------ ------------------------ L� 7�v..HT XIST FT 7'd' IGH ----i -- --- ------G- --- --------' --- --- ;----- W Exis-rIN LOST 1'-7'PLT.HT. 1 6'fi' LG HT 1 6'-6'C G W 1 1 1 1 1 1 1 1 I 1 1 d ' 1-7"PLT.HT. 1'-.'PLI.W. 1 7'P,I.Hi k'n EXISTING 2ND FLOOR PLAN E PROJECT NORTH . i. �:� !y DRAWN: N1y-: SCALE: � ..a�Y�+ .`1 I SCALE: 1/8" = V-011 W JOB#: h i 6/22/2023 SHEET NUMBER: �� A- 7 TWIN FORKS 288 E. Montauk Highway PHampton Bays, NY11946 � ��TS ... 631-644-5998 info@twinforkspermits.com October 4,2023 -Via Hand Delivery- Leslie Kanes Weisman, Chairperson Southold Town Zoning Board of Appeals 54375 Main Road PO Box 1179 Southold,NY 11971 DREC RE: Zoning Board ofAppeals Decision No. 7758 Owner: Patrick Browne&Ann Marie Browne Situate: 1645 Calves Neck Road, Southold,NY SCTM No. 1000-63-7-38 Dear Chairperson Weisman: Please view this letter as a formal request for a de minimus change to the prior ZBA approval, case no. 7758 dated 04/24/2023. The orientation of the residence in relation to the property lines and garage has changed from the original ZBA approval. This orientation shift was due to the Trustee review and request. The overall aspects of the original ZBA decision remain unchanged with regirds to the detached garage setbacks. As per these revisions,I am submitting four(4)copies of the following documents: 1. Revised site plan, floor plans and elevations as prepared by Mark Schwartz&Associates last dated 9/7/2023. The proposed revisions include updates to the residence footprint orientation in relation to the existing garage structure. There is no change to the original approved setback relief to the garage. Please review the enclosed materials for the requested deminimus revision to the site plan. If you have additional questions regarding the overall project, do not hesitate to contact this office. Thank you. Sincerely, Lisa Poyer Principal Planner i REVISIONS: SITE DATA: SCTM: 1000-63-7-38 SITE DATA: SCTM: 1000-63-7-38 DESCRIPTION: AREA LOT COVERAGE: DESCRIPTION: AREA LOT COVERAGE: PROPERTY: 23,283 SF 0.535 ac PROPERTY: 23,283 SF 0.535 ac ESTIMATED DISTURBANCE: 5000 SF EXISTING HOUSE: 1480.7 SF Q,o EXISTING GARAGE: 669.2 SF EXISTING: EXISTING SCREENED PORCH: 148.9 SF HOUSE: [1480.7 SF] DEMOLISH EXISTING BREEZEWAY: 179.5 SF SCREENED IN PORCH: [148.9 SF] DEMOLISH EXISTING WEST STOOP: 28.0 SF BREEZEWAY: [179.5 SF] DEMOLISH EXISTING EAST STOOP 40.0 SF WEST STOOP: [28.0 SF] DEMOLISH EAST STOOP: (40.0 SF] DEMOLISH EXISTING BOAT HOUSE: 331.0 SF EXISTING GARAGE: 669.2 SF 2.87% EXISTING BOAT HOUSE: 331.0 SF 1.42% TOTAL: 2877.3 SF 12.33% 990.2 SF 4.29% TOWN o MEETS&BOUNDS BY: NATHAN TAFT CORWIN III SURVEY DATE: JUNE 2,2022 PROPOSED: 0 NEW HOUSE: 2789.0 SF 11.97% CREEK 7� WEST FRONT PORCH: 240.1 SF 1.03 GFA CALCULATIONS 0 00 WEST MUDROOM PORCH: 69.1 SF 0.29% LOCATION: AREA: o SOUTH STOOP: 57.5 SF 0.25% 'z PROPERTY: 23,283 SF EAST STOOP: 58.3 SF 0.25% FLOOD INSURANCE NOT AVAILABLE FOR NEW CONSTRUCTION OR SUBSTANTIALLY ( 0/0 IMPROVED STRUCTURES ON OR AFTER e (280-207d)GFA PERMITTED: 3,678.3 SF OUTDOOR KITCHEN: 434.4 SF 1.86 NOVEMBER 16,1990 IN DESIGNATED 2++ 5,5 ' COASTAL BARRIERS Q N 1 y 3 KNEPO / " 3648.4 SF 15.65% �(0 `(� 51 oa evv _ w, EXISTING 1ST.FLOOR CONDITIONED: 1,480.7 SF ++ S 280 35' 4611 E TB S 28Q 43'4011 �MP0.KPt - // -P EXISTING 2ND.FLOOR CONDITIONED: 1,262.9 SF Q S 33o L}8' �� E o 32 A E PqE � � - TOTAL: 41638.E SF 19.94 /o 22.61' S t �b g*1� TB 40.83 20.751 TB N\GN - ' _ _ _ - lJ1 Ln EXISTING GARAGE: 669.2 SF TOTAL EXISTING: 3,412.8 SF Exlsr. TB vj MEETS&BOUNDS BY: NATHAN TAFT ICORWIN III SURVEY DATE: JUNE 2,2022 � TB H01ST 5 _ _ �- PROPOSED 1ST.FLOOR ADDITION: 1,266.0 SF o o N i PROPOSED 2ND.FLOOR ADDITION: 788.8 SF v / / \�\NG C01 NOOSE /y t PROPOSED GARAGE ADDITION: 67.9 SF z _ Ex E0.SO ` , t RO / i - _ 01 vF4_n TOTAL PROPOSED: 2,122.7 SF EXISTING HOUSE FOOTPRINT -'- TOTAL EXISTING: 3,678.3 SF __... TOTAL PROPOSED: 2,122.7 SF ICY ILIAi / �Oi t { t�ESA�DER ^ 1 Oo t�aF sv4E v TOTAL GFA: 5.801.0 SF 'G--k 4 NON ^^ CE LIMI SO CLEARING) ! 'R,� SILTF N ( I lP I r J CF ,E;?m \ ��. / 1 s i. I DW I ! L�FENCE(L\ o N / EXISTING FIRE PIT t_ - 'L, / �- ROPOSED PATI 191' AND HARDSCAPE ` . ON GRADE 24.0' TO BE REMOVED 'cC 'CE �4. o ------ NON��'4cP 1:F EX15TINGCONCRETE ,..'"•2ND FL BALCONJ"'•..•• 1 1` SLAB TO BE REMOVED R OOP EXISTING HOUSE \ / 32.4' 2.2 OUTDOOR , KITCHEN TO BE DEMOLISHED �-� I --"--'--"' o r kTOOP PROPOSED CONCRETE .0, - 4.6 STAIR WELL TO BASEMENT 24.3'i 16.6' 1 EXISTING 1 i FORY GARAGE W J� _ _ REMAIP(669.2 y - � ,� INSTALL NEWSIDING,G, o; ROOFING, f-{ EXTERIOR OPENINGS EX.GARAGE 21.E PROPOSED ,FF EL.17.0' PROPOSED AIR CONDITIONING g 2 STY fR EL.L.9D,HOUSE PO R H ✓/� 0 PROPOSED 24kw UNIT(ON SLAB)LOCATION G /Z GENERATOR 24.3 in '^ b EXIST.CONC.APRON oN ROL 20 Q I>Z d m C° sox _ 1 DEVELOPED PORCH m of 1, PUBLIC WATER / \ � ❑ 29.4' ❑ ❑ a ELECTRIC I Dw =AIRS..--IN.1p' � CEN 7 EXISTING ST REMOVE MSTING SEPTIC ASPHALT I CID (AT THIS LOCATION) DRIVEWAY PE0.SCHOS REQUIREMENTS DEVELOPED 1 PUBLIC WATER TEST HOLE CONCRETE 1 _ g° P _` TEST HO E EL.16.5 I\ WASHOUT i ( jO \ EL.17 I DW I _ I B'XB' h l Cr ., BST 1 _7_7 15 g) m 1� 4 TOP SOIL ,\ \DO LOCATION SREIElVED X O V q1 OCT 04 2023 � � d) �Oul a GP�S� 9 Zoning Board of Appeals.10 -C m WATER`74, VALVE O 0 O C� a G ' Lu Lu Q U O N L N Bldg Dent copy ?BAFine �, aa documents _ Dat Pile ;� ^]-7 J 4�""V s Date: / � � PROPOSED SITE PLAN SCALE: 1" = 20'-0" 4 . 0 ✓` a. y x,: E rsk ..-' y DRAWN: MH/MS SCALE: JOB#: 9/7/2023 SHEET NUMBER: S- 1 i REVISIONS: IL I I LFTY 01 000 1: E :1E i I I I I I I I LU I I I JLJ I I I I L--Jl I Hill IIII N 1 O _1 0 PROPOSED WEST ELEVATION SCALE: 1/4" = 1'-0" w A z 0 4ZNo r � 0 m x � m o � O — X L az � � .V IQ)) CIO m a co r—Lu ih oil INI N 111 H ® ® Bldg Dept copy From 7BA ® ® Final revic , S' ri ri ZBA PIJe #� ~]-7� J � Date: / J 00 ri ri EXISTING WEST ELEVATION SCALE: 1/4" = 1'-0" '"" , ,fit,, a•" 1i DRAWN• MH/MS SCALE: JOB#: 9/7/2023 SHEET NUMBER: A- i i REVISIONS: �.):: 700 ,000 PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1'-0" o w z 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - m OF Q m � 0 u � m o F 3 N r- Lu inn N tu N N .Q N Bldg Dept copy from 7E3A Final mvia+!\,ad dooArmM6 Gate: / / Y EXISTING SOUTH ELEVATION SCALE: 1/4" = 1'-0" .'cti;�; 4Y Af7 ,�y 41 DRAWN: MH/MS /, SCALE: JOB#: r ©Or N _ ,� 9/7/2023 SHEET NUMBER: A-2 l REVISIONS: 00, ® — — - I — — m -- - - - - -- - — Lj - i I HT �--- �'�-; �-- - Yam; r-- - ��.: i'-- '- �•�-; r--- - �'�-;:' r---- PROPOSED EAST ELEVATION SCALE: 1/4" = V-0" w z 0 m u m u x u m p U aZ � = u ® ® o® 4 u Q cu mm '� r M 10 N mium 1LL==!j1 —71 Q 3 U N Bldg Dept copy from 7." EXISTING EAST ELEVATION Finalrev�ieweddoc ,ts SCALE: 1/4" — V-0" Za FPIIe i -7-75 DRAWN: MH/MS SCALE: JOB#: a`t4 9/7/2023 SHEET NUMBER: A- 3 I REVISIONS: I Y YTYT I I I i I L 11 1 11 111 11 11 11 11 I III L1. L] — I r L PROPOSED NORTH ELEVATION SCALE: 1/4" = 1'-0" w z 0 0 m x ^, U O m 0 U u � � U a = N M � LL===tj Lill N V .Q � N 3 U Bldg Dept copy from 713A Final revivwrd docu►nente ZBA Pile # `Gate' / ! An Dc 01 ..01aoa3 EXISTING NORTH ELEVATION All A SCALE: 1/4" = 1'-0" �' S � � sue' t� DRAWN: MH/MS SCALE: a JOB#: a^ ` 9/7/2023 SHEET NUMBER: A-4 i REVISIONS: I i � I uP EXISTING UTILITY ROOM ® O- O 7X EXISTING GAMEROOM EXISTING ....... MEDIA ROOM EXISTING LAUNDRY RODM A 1N pRA 1 EXISTING FOUNDATION PLAN SCALE: 1/8" = 1'-0" STOOP EXIST. { O BATH {{ I No.I �11 _•I {1 EX.BEDROOM No.2 DININGR EXISTING J M SCREENED-IN PORCH {{ ----'----'-"--'---- - --- —' O ---------- - ---------- HAIL EX15TINGW FURNACE LIVING ROOM EXISTING KITCHEN z FUEL TANK EXISTING BREEZEWAY O •� Q D AR p0.A � •-•---- X15T1N EXIST. EX,BEDROOM No.1 HALF BATH —------————— ——————————" I II EX.ENTRYf ................................ II II II 11 STOOP x "I F- m mQ PLAN °EXISTING 1ST. FLOOR NORTH � '� SCALE: 1/8" = 1'-0" (DPROJECT 0 m _ ra CD m 0 m 0 Z u- 0 U E Q Q O tt U 0 mt � N � to 1'-7"PLT HT r PLT HT. 1 1 1.7-PLT HT V l 1 1 O 1 1 Lu 4'�0"PUTE HEIGHT ^ 1 fi'-fi" G HT 1 1V F. I 1MIL O 1 1EXISTING WALK-IN L SET -- —————— 40 ------------- ------------------------ c EXISTING BEDROOM 40 N .-.�R Bldg De'�t c�py from 7�A T'-4"CLG HT Final revioalocf deculrlerltc OF Z5A rile Xf 4 LG H Date: -----� --- --- ------- ---- --------1 --- --- ------ OF EX' 7 1 CLOSET I I 1']"PLT.HT. I 1 1 N 6'-fi" LG HT 1 6'-fi"C G 1fI I iF� PLT.HT. 1'7 PLT.Hl 1'/'YLI.HI N'r. xy h}�$• ;iq IL ,.�tP^�� 4e •R11 � 1 E 'fA EXISTING 2ND FLOOR PLAN PROJECT NORTH , SCALE: 1/8" = 1 -0 DRAWN: MH/Ms / ��.L^•.; Ga, ,`d. SCALE: JOB#: 9/7/2023 SHEET NUMBER: A-5 REVISIONS: 24'-0rr 621 ` HSS 5X5X1/4 STL.J COL. ABOVE HSS 5X5X1/4 , STL.COL. '-03/4" 12'-8n 32'-5" 12'-8" 2'-21/4" 16°xl6"PC PIERS a.. ABOVE - - - - - - - - - - - - - - - - - - - - - - - - - - AT PORCH COLS 2'-4" 8'-0" 2'-4" 7'-5" 16'-8" 8'-4" 2'-4" 8'-0" 2'-4" - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' ° 12"PC FND.WALL ' O a € w/#5 REBARS @ 16"OC I I ? I i _ 8"PC FND.WALL ON #5 X 16"LONG REBAR 8"PC FND.WALL ON EACH WAY ON 12"X24" I I i 1 d' " 8"X16' PC FTG w/(2)#5 ° DOWELS @ 12'OC I S"X16"PC FTG w/(2)#5 ' PC FTG.w/CONT. (3)#5 a a ,.... a a a ,.._ m a 4 I a 8"PC FND.WALL ON ° 4° REBARS AT THE BOTTOM , VERTICLE.SET w/ i REBARS AT THE BOTTOM t n 8"X 16"PC FTG.w/(2)#5 REBARS AT BOTTOM HILT[HIT HY270 EPDXY I SET FTG.36"BELOW o -_Q• _ SET FTG.36"BELOW - v __ °. v D D I D' ' I / t D € REBARS AT BOTTOM = i �' = •'d ° :n ." (2"SLAB SHELF+6' STEM MASONRY STOOP ltd- _a /L> o i --, GRADE = ,n"' :- '• °" -pc"-' d .n •/}� ° ADHESIVE(5"MIN.EMB.) I GRADE +4"JOIST SHELF) I 4"PC SLAB ON GRADE I b' '. OUTDOOR KITCHEN I SET FTG.MI.36"BELOW d` �.' AT STOOP ONLY �a , j c a € GRADE I (V ' o a I D w/6X6 W1.4WX1.4WWF N c. 1 4"PC SLAB ON I ! -.. - W14WXw/6X6 'vGRADE . � . . . ` .� ,n P.- .«.a,....-bo_ ,a n �pa d _n a •D4 a n •De a_ n- -+--wa --fla- ,� n ,' '-„s 1.4W WF 4 (3)14"ML FLUSH . _,. - - -. -_ -•. - - - _. - -. _. - r n ° 112"PC FND.WALL b I I w/#5 REBARS @ 16"OC I I I to l o �I I I I I $ I I i I�i ,•o. " `, o ! 1 EACH WAY ON 12"X24" ! • ` = l! ( I ! ! I 1 I I d a D _ € PC FTG.w/CONT. (3)#5 REBARS AT BOTTOM I / •a b a (2"SLAB SHELF+6"STEM / � I € �E a #5 X 16"LONG REBAR - F � ' 1 E 1 ( l i I I +4"JOIST SHELF) a P x I I + I no i I AT STOOP ONLY I +) I N i I I ! I I t', MASON R I DOWELS @ 12°oc _ !; . (�. I '3 1 V I I 1 ` ! v °?• STOOP I VERTICLE.SET w/ ° 1 ! O 1 HILTI HIT HY270 EPDXY € I , l �O I € \ e 1 I 1 O 1 1 ! �0 4 ;4"PC SLAB ° 12'-31/2" 4'-4" I ADHESIVE(5"MIN.•EMB.)',, LL HSS 4X4X1/4 STL.COL ---- I I I GRADE w/ X d r I ! oN 1 ` I 1 2 u W1.4WX1. F °^ i / I - - V. ON4.5'X4.5'X1.0' i be PC FTG�J,/(5)#5 !' 1 I ^ o o- I I - - -,° - - - - - y - P REBARS EACH WAY I I � I 1 I,LL _ _. - - / _ - _Y - ca� "v 4"ABOVE OOTTOM [ - $ 1 u� F 4 14"TJ1560 l I MECHANICLS 1 t RECREATION e I N ! • I�, IM �, `o - ! D t• FJ @16"OC . I [ ! ' e ! 10 a ---- �,. PROPOSED GYM 1 ' € �ar I I I s 9 (Ik IIzIn • r 2)-1-3f4X+4 fAL- - -}'r _._ _.- r w ! " I I B I ) o' q °r i ' i I �• 4"PC SLAB ON - - I „ f .. ..-- -. ... _. ! I I ! Nq : .. ,> ., ., . _ _x .. _4�x � - P I GRAD 6X6 I I I I { W1.4WX . WWF 1 5 I f N ! E i N o !,I I t I ` I � 1 � �° � I I € ! a r 3 n 9 a l r n r 3 "1 i t in 9 $r_ n - r, rr I O r 15-2/4 1 S ` s: C I 2 4 A 16-8/4 1 � t 51/4 I € 5.2 r D - II •------ --- -----, .----=- r---M-, •-------------, I•----- '--- v ! I D v € I I 1 ! r Y ° I € 1 t I a I - t.. ' 0 j- I .v I O i 1 N I I I 1 1 I I I 1 - - r 1 _ _ T-STODGE_ — _r �`° a o a o I 1 ^ Q I N !l I I , $ I I I ; 1 'I F' 1 ! I I I M Il ! I 1 W12X35 FLUSH �V1� 35 W}2X3 FLUSH FLOOR v 14"TJ156 J 16"OC - - io• 9 ! ' DRAIN Iryl \ HS X Xl/4 Sl`L.COL. I I HSS 4X4�1/4 STL.COL. ,n •f Z CI �4 5'X#.5q X 1.0' 'J ; 1 I I ' i } r Ij� HSS 4X41/4 STL.COL. e I I p I i I 4X4X7/4 STL.COL. I HSS 4X4�1/4 STL.COL. , ON 4°5'IX�4.5'X 1.0' /F D ! I :I 4 I I 11 I I I IN - p r I I I ON4.5 X4.5'X1.0' I O 4.5'IX4.5XIff I ON4.51X4.5'X1.0' I N I�� G W V #5 I I 'I I;I ��I f i �' li' i I 1 Ij li' }' ' I Ijl I ✓ 1 1 1 r` ' i ' I PC FTG w/ 5 #5 ' 1 O I ' T r I I I , I PC FT� w/(5)#5 1 , !° 1i I ��w/(5)#5 , PC FT�w/(5)#5 l ) d 1 I l i ! RE9A S EAC4�WAY- a�i-= 44 I II I I i, ---RE�7�RS EACH WAY f I`r I I", - _ - _ _ -i N t VEACH WAY d `---------REBARS EACH WAY •- ----- BARS:EACH WAY 4,d q ( 1.3/4X`14ivlt- - _ ._ __ , !_VO 41 fB VE BOITTOM �N I PI r I ''I I I P I I . ! F° B!k I ' • BOTTOM n BRAD LAB ON - -- --- LLI I r 'I I 'r 'I I ' 4"ABOVE BOTTOM _ 4"ABOVE BOTTOM 4"ABOVE BOTTOM = 4"-ABOVE p �+ .. --1 3-8" IR I r I I ° E W/6X6 . I 1 _ J _ � -..�. T W1.4WX1.4WWF I s l 1 I I l` - �1 I ° ° I j P I o• EXISTING GARAGE 2'-L}" 1 f I - rz�- s �. „1 1_r-�.�_� �' O _ �. I I INN I °! I ! ! 1 I LL I (3)1-3/4X14 ML FLUSH _ �o ' I I € * j j I TO REMAIN 1 lrt I I 14 c - v- •o = - .° . 14"TJ 1560LL 1'! FJ @ 16"OLn C 41-1 O" I Nyyy! I .z, _-_ _ v_� _, �.. _;-y---_ _ _ _ _ ! € PROPOSED BUNK ROOM I ,'� .! I I € r - •q '� _�! € _ 4„,4 '��., € i U- °. a` .� -- ..p�P_•°.4, v_ _v� gyp! 4�. _v ._. v •' v I 2'4"f ►l _. r.. ., r. I .-, .. _ �, . .- .N, _---------- ------ MASONRY ------ - I • I i I'C Irl , �� i o x• Iw �lY e _ _ 1 . __ — — _ _ _ _ _ _. _ __ .., v _ PORCH j l pp 4"PC SLAB ON .• I ! # I I ^I 72., 16"X16"PC PIERS I # m 14' a A l I 'I I 1 iv .� _ . .. .. ._ . - _. _ .. _. .u. _.. ., .,, d GRADE w/6X6 m 4 • PROPOSED N I I I ;� I; l,� i i` , AT PORCH COLS I �, u I •. - W1.4WX1.4WWF _ - ! 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I~ c' 6'-3%"x 4'-8%a" -� TYP. 10"PC FND.WALL I !`' TW3046-2 V m w/#5 REBARS @16"OC O �+ , ' q :, to 8"PC FND.WALL ON N o f' 8'X16"PC FTG w/(2)#5 EACH WAY ON 12"X 24 d o ,,p v'A .v `..- o v a•o .�A„ v; r e o - 0 FTG.w/CONT.(3)#5 +v a�..v-- -a-•.v ':�. o v -�a' v - -a- v�. .. oz.,.-c ; REBARS AT THE BOTTOM r 0 REBARS AT BOTTOM •0- D f A , SET FTG.36"BELOW N 0 I I GRADE Q 8"PC FND.WALL ON ° 10'-0" €g 9'-5" ? 10'-0" ¢ #5 X 16"LONG REBAR !, DOWELS @ 12"OC 8"X 16"PC FTG.w/(2)#5 112"PC FND.WALL VERTICLE.SET w/ REBARS AT BOTTOM f Iw/#5 REBARS @ 16"OC HILT!HIT HY270 EPDXY SET FTG TO 36"BELOW ° IEACH WAY ON 12"X24" I ° ADHESIVE(5"MIN_EMB.) jjj MASONRY PORCH GRADE IPC FTG.w/CONT. (3)#5 I _ �..., LON. 4"PC SLAB ON REBARS AT BOTTOM p 16"X16"PC PIERS e GRADE w/6X6 1(2"SLAB SHELF+6"STEM f W V AT PORCH COLS W1.4WX1.4WWF I+4"JOIST SHELF) G,° � IAT FRONT PORCH ONLY ALL FRAMING SHALL BE FLUSH(U.N.O.) • - �' ~'O' • w, ^- - ^^ �° ? Q ALL POSTS SHALL BE MIN. (3)2X6 STUDS) D°p U a U aP . U'a U°a 4 d'a# . u'a U'a U°a U°a °a ,.4 fS°a . U°°-. U'a .- 6'a-. 4'a I I 15'-10" 29'-5" 1 20'-0" 13'-10%"± 79'-I%"± Bldg Dept copy from ZBA Final reviewed docun-Ientc (Y ZBA Pile # '�'1 57 Date: A B c i { o1sD�� 1��61a3 i �A, �. ,Ic PROPOSED FOUNDATION PLAN N 5 PROJECT NORTH :. },., ;�� $� DRAWN MH/MS tt t n SCALE: SCALE: 1/4 = 1 -0 t`" JOB#: W e ;k Qpx 9/7/2023 SHEET NUMBER: A-6 I. REVISIONS: C B HSS 5X5X1/4 HSS 5X5X1/4 STL.COL. STL.COL. ABOVE ABOVE FLUSH PATIO _W8X48 62'-0" -- - m I2'-03/a" 12'-811 32'-5" 12'-811 2'-2'/a'. Evo 3ors G00KTOP 2'-411 8'-0" 2'-4" 15'-911 16'-811 2'-411 8'-0" 11 2'-4 I OUTDOOR KITCHEN ' FLUSH PATIO INSTALL CEILING FAN V-10"x 5'-8'/s"FLEXI -- ----.-'= - -- G-10"x 5'-83/s"FLEXI rN�- I 8'dia BIG-ASS FAN mfg. 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HALF _ .. m I � • � REPLACE OH DOOR �• 0 .'� U � « { 9 d ,, REPLACE OH DOOR S Kl _c 9i CW255 8"ARCH ,,„ q CW35,8"ARCH 9i i6 � r- +, I BATH8t ,� Ile -: .--. -.-(3)2X1 F(D'P-_.- - I r u �1 c� ----.(3)2X10HDR __-„•-i --- -- --------- - y-•(3)2X10HDR.,.,_,_ , . ._. ».,,... 6'-0 - I O I I O o `O o' o `O o I N U N� COVERED PORCH IN U NI � X �'� BARREL CEILING l X C,I �cc N BLUE ONE N Q it I i li U I O --i (3)2X10 -- , (3)2X10 , , N ALL FRAMING SHALL BE FL SH(U.N.O.) -_ _ ._ __ _ __. _ , , _. -__ - - _ -_ _._ _ _ , N ALL POSTS SHALL BE MIN. 3)2X6 STUDS) - -- -- -- d w X6 ACQ r N POST ---------------- ------------- - 1- 7'-11" 5'-6" 4'-6" 4'-81/z" 4'-81/z" 4'-6" 5'-611 10'-011 10'-0" 5'-6'/z" 5'-011 3'-3%s"± - ------------------------- ---- - 15'-10" 10'-0" 9'-511 10'-011 20'-011 13'-10%1± U Btdg Uept copy from 78A Final rgviowscl doru . fs Q/ Date: A B PROPOSED 1ST. FLOOR PLAN N 5 PROJECT NORTH � 'K`` SCALE: 1/4" = 1'-0" f >:fi � DRAWN: MH/MS W •; ;. ¢'. ;, �: SCALE: J!a y JOB#: 9/7/2023 SHEET NUMBER: A- 7 REVISIONS: C B A 62'-011 i 2'-0" 15'-011 6-01/2" 15'-011 6'-1011 15'-11/2 ' 10 7'-611 7'-611 7'-611 7-6" 7'-71/2" 7'-611 d 3 i i 14'-1"r 4 F BALCONY _----2X6 PLT HT - - - - - �- = - - - - __ _ .__. ....___.___..m__.__ _._ __ ___._. ___.._ _..a_. - - - - - - -f.__.._._,- ---.- - - -2X6 PLT HT - - - - - - - - - _ __1 Ln] ' TW3046-2 ! FWH90611SASL TW3 46-2 (3)9-1/2 ML HDR ( (3)9-1/2 ML H (3)9-1/2 ML HDR I f III U5- L�6 Lu 5'-6"PLT HT O m2Xio J 16"OC BEDROOM No. 3 2X10 CJ (Wit)UC N CATHEDRAL CEILING WBEDROOM No. E i �� _ ,.uht. _ I `tip i o /J _ r�iovbE�R EDROOM No. 4 I ! - - - - - - - - - - - - - - - - - - - - - - - - - 1/5 1 -.N.. 48" O m �. CHIMNEY, : i f� i- �a m 2X6 PLT HT r CHASE I /% N ` \\ %/STEE FLOE LINEN o QVEEN ® FZ1 / ® QVEEN ! 2'-4" j 2'-6" I ,�` 3'-0" 2'-6" 2'_6" 2'-4" BENCH / �` ! / (4)2X6 f 0 O �4)2X6 I POST POST 5'-0"PLT H f o _ STAIR HALL o ---_-- N BATH M ! -__ NICH -'' (4)2X6M lI rn L I N I1 �MNO. 2 Th RAILING POST O q � .66" _ ___-__ - x -° O : J / ` 1 I I I I 1 I t 1 1 I 1 I I I V Mx{ 6 V O $HlJ c 1 I pN I I I I 1 I 1 I I 1 I X `'i 2'-6" � — — � jp N � — 0 - -4'° N \\,\ BATH No. 3 I ATTIC I i E_o Z i I STAIR I N V I - r - - - - - - - - - - - - - - - - - - -/r- 71 I`— - - - - - - - - - - - - - - - - - - - - HA L� q I I I I 1 4 r, / I ! 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Q JOB#: 9/7/2023 SHEET NUMBER: A-9 A :.:.:w m z w m w z B I j :::- ----- --- --__-. __ --- . - _ 1 ----- - -- - - 2Y10 R4,gIE'OC ply]/-% _ 2Xfo RR 216'OC - 2X10 R0.M16.00 ,\ 1 I(1_ _ _ .. _. 1• / IC - \.2%In RfI RI['OC , I _ ._ I. �2xloR 1 - n? \\-------- - ------- -- /. -- ------ ""•- CRICKET C0.KKR I. ..----_--"-" __"_ ' •. •_._ .-- - ••-_ - .... V iTY _._•_-•.-_. ... .- _l.! O\'fF \ .�/ OV[n \ --- D zxsraa _ _____ ______ ___ __fZ)Rk4%11 X14 CLIP<i 9 1 4 ML I I 91^4 ML J. , -I----- • i 10�/ } _ -. _____ •'I I �i 91l2 --- - ' --------_- I- • - - _ - -------.c_ IP � �I � •'Ia of '�� _ 2xpRR2l6^OC � (u�kP fRA'.�FI "_'__ __'_" 4� --"--- "- -- O L — P ' ... _._... _ 2xt]RR�t6'OC ...... ...... ..........:.:..........."m' -'--- ------------ ---------------- • U V U 16^OH(iYPICAL) '• '"_' U ,p I ................. .... _- _„{__-_M1.. ____ ......... m- �u A �co K _ UMIVATFD RR re 16`OC . ' .. .................. ...--• ____- -__ _____ ________ __.._-_.. _.-__.__-____-_-.t. ___.__-_.---.-_ , H53 5%5%Ii� HSS 5XWM L COL STL COL ! ROVE +/ ABOVE FLUSH PATIO __"__ 2'01/4' 12'B' 32'5" 12' 21- E'-0" 2'4' IS'-9" 16'-8" 2'-4' B'-0" 2-4, i I I I OUTDOOR KITCHEN FLUSH PATIO Ih'SfAIL CEILING FAN 11ExI pI / BE,a BIGASS PAN mtg AS CILTLCALCA\ASS ' ST B` � ' I' � GAS OUTDOOR HEATER --13}. .' BALCO YABOV �-1 OR APPROVED EQUAL 111 RR-HUE—. 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TO REMAIN(NO WORK) f 4'`t'''I iA,, Itl S Fr IF'O I r, TVPC%FIRE RAI EU SHEETPOCK {I +4 q - i" �- -y - -- - M TIl I I� TORE INSTALLEDONW4LL / MDCLILIhG FV CODE I 2.-4' I LL I PE IL G V E STAIR IN t �31i4r N,,7LUiH (• ( ' _ MUDROOM sc HINGES I ARCrt-w 6'.9" 1 S-P)i/• ! v V MASTER.. -"cfnwc_�- x 1 - \_ _ R I RECYCLN BATH - HALL ;I, ,$ ' PANTRY KITC N 1 D un HFnT. la .. -- --- �I FRENCH . _ 11 ••..--. .- �� --_ FIP .v �.�. __- 3)1XI0 H 13 I OVEREE PORCH 6�x 1I O 66AC0 —__-�. an, -i--'; _'�r R,r9 ---!?^_-.II••.n-_-'--TI4(I7Pi't J1 EP4-}C'F x NMF10['L HHi DlR-._-_i__ -- ._x 4"-w_.-_-_ --{-II F Til ,C ZT_ m11'C " m4%14_ Lu -' -- - - ---- - - - -9 2/ OFFICE R Y f •r_um. - 6.(ac 1N C\t'1556'AAlC'sH L CSL'35 E ARCH X13STEP & R IN 1) m�016 - - ------- EPLAC[OH DOOPAF RLACEDN DOOR vL P (3)7X1 TBAH Al II IL COVERED PORCH BARRELICEILING l 1 BLUE!MINEI- x yI I � l E ALLiMMiNL SH,tiI Bif 'SM FUN ALL POSTS SHAIt PE MIN ')1X6 SUDS) FX6 AC POST - ------ 1 7'-t1" T il" 5'-6" 4'6" 4'-8�" 4'Bh" 4'6` 5'-E" 10'-0" 10'-0" 5'-61}" 5'-0" 3'3:e"- 1 i REVISIONS: !fD_5j ' g A C PA 24'-011 62'-011 4 D Q ,- 3/411 121.811 321-511 121-811 1- 1/4 11 4t1 d o op 4 2'-411 81-011 2'-4" 7'-5" 16'-811 8'-411 2'-4" 8'-0" 2'-4" 11-21/411 a a I ' D OUTDOOR KITCHEN a .D " v 4• P v' MASONRY STOOP d' M _1 p• v �• v , ;•0 N r o p a. fV WALL O 17 K P O' Q D •Q 51-011 s d D p' v 4• • P d v 4• P a• 0 4• . P p' p' a v r• d ' d o o 0- I QI' Q .P •, a pa a o o d n Da 4 COUNTER n c 14 • D ° ° I ( • I 1 a I W b . o• o I o° �n 14'-8" D Q •v by I ' 4 = ° I � d 14'-11" 4'-6/2" Z 1 p ' MASONRY i 00 a r BAR c" STOOP �° 4 b 4 °. O o I c -4 a o. • a I c - .D 4• P v' v 41 P v T N \ . a "pe a o r a "pa d o 1 •o° gar oo EXERCISE ROOM RECREATION ,- Z.48 4 SAUNA 4 Z r "-ir I I D c." ° I I N ••4 5'-011 A � ;�D I I :Q o• D � O p.aJ ° O q n1 c 2:_6" U .o• �{ w 3 Z( •eaIb]Q•4'4' L•OoO R ��tt" pQ \■-' ' ,t \ - \ TO REMAIN z RAIN o Np P0M Nx I 3-B" IR EXISTING GARAGE In1 TICK' I Nr4 L_. 5'-4/"± , 11 12' 711 4'-Th - /2 p 9/2 I 11 AO• c I D r— - 1 41-10" _ �t ------------------- N p 0 a C v • p " p p . n ,a e d • .0 c a 7 4" • � BUNK ROOM D r x ' Q - _ :o op MASONRY PORCH ZD 4 It 14 ' PROPOSED00 T N N 63'- ^ 12'-5" 19'-61/2" 0 d BATH No. 4 m o oa UTILITY 6- o °a. 21 4: 4 — —:n — — — — — — — — — — — — — — — — — - CQo O�x tt w � e— ' cN - — — — — — — N \ D•r 51-711 = - - - - - - - - - - - - - - 0 0 d cf • , p :4 p v• • p ;4 0 ', v' p :4 EJECTOR 2 - " wry n o, v e v :4 p •. n: v a • V oQ • c•,D 5 Q .� •'4 cV 6'3'/a°x 4'11'/a° .. 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MASONRY PORCH � Lu w E b L U U O � 2 e O - 1:1 DIY 2 8 �.° o U.o U ° U'° 4'° o U,o D ° U'° U'4 ZQ25 ['u6=..ting Dnrirfrn1,rt d I Tat:'ii Of Sc�a�l�osd I I 10'-0" 10'-0" L — — — — — — — — — — — — — — — J U 15 1-10" 29'-511 20'-0" 14'-5'/8' E N s PROJECT NORTH A 0 .;✓N1�`„ � DRAWN: MII/MS SCALE: PROPOSED FOUNDATION PLAN -°« � � y JOB 1/4" _ 11-OII 5/ 28/2025 a• P�r,� SHEET NUMBER: A-6 AtME4NI)M13 Tr�� iI REVISIONS: 38'-311 FLUSH PATIO El Li FV STOOP " o W o N O 15'-10'/2„ 27'-81/4" 16-31/2" I---I w f OUTDOOR KITCHEN I STOOP = '= - - I Q o PRIMARY BEDROOM i I a LIVING ROOM `� i � � DINING ROOM i 1 FI, x4-1° ( S'_711 NEW HALF BAT — � ADDED I , I I ® 2X6 \ ^ I I I { � � I � I I LAUNDRY 4' 4" 7'-6'// - I I o l I 1 — — J t 1 t 1 I 7'-2" t I W I73/a" ' I I e T4'-1" I I „ 4"DOWN 1 2'-3'/a TOP OF LANDING I �, — — — — — — — — — — 9-0/2 TO TOP OF FIN.SLAB 10 I 1 — — — — — — — — M LANDING U 8' 23/s" i 6'-9" Fn 2X10 JOISTS I I 2' 4" WALK-IN =N I I "' CLOSET \ � PRIMARY � EXISTING 2-GAR GARAGE Z Z _� N I ( ' i 7-10 BOTTOM OF C1 TO FIN.SLAB V] I' ,Dt� , , , , , P' , = M ' 1 EXISTING 2X6 CJ @48"OC W O BATH I 1 I I 1 , 1 , I I , , I I I ' ' ' ' ' ' ' ' i '�N N t ' T-6"BOTTOM OF GIRDER 2X6 CJ ADDED BETWEEN EX.CJ (24"OC) a EXISTING 2X6 RR @24"OC MUDROOM TO TOP OF FINISHED SLAB � 2X6 RR ADDED TO EX RR'S U 0-- oo ; " i f'f 2X10 COLLAR TIES ADDED @ 24"OC O to I I PANTRY i;, =N , , p 1 8.7 ' ' 12'S�/a"BOTTOM OF CT TO FIN.SLAB I FT— I I i KITCHEN N I I I HALL M 5'-2'/s" 6'-0" I 1 I t4" — — — — — — — — — — .------------------------� -----------------------; N 31-5" 11- 5'-7" 41-0" 9'-1" 9'-51/2" 2'- '/s' COVERED PORCH 00 ' 1 I 00 co , n I I 191-6" ' t t t I ('7 N �•+ p 00 9-2/2 , _ tj 0o I r ----------- ' ' ' , a, OFFICE a ENTRY ---------------- r O I I TUB ' ' ® ------ ---• ------------ ' , ' ' Q N x o ----- (uod \ P�,n � HALF J u m BATH O ..' v N00 cu N .fir. W P� COVERED PORCH uo) -- -- O ' cn L it --—ill . N -------------------------------- -------- -------------- --- --- ..,, d E r N S PROJECT NORTH PROPOSED 1ST. FLOOR PLAN ,4 DRAWN: MII/MS W SCALE:SCALE: 4" _ V-0t JOB#: a 5/28/2025 SHEET NUMBER; A- 7 REVISIONS: 64'-7'/4" 15'-0" 6'-11'h" 15'-0" 3'-3" '-93/4" 15'-0" 6'-0'/2" 7'-61'-6'/2" 00 7'-6" 71-611 " 7'_6�� 7'-6" 7�_6�� 14'-1"r BALCONY _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -9'5Ya"x4'11'/a" - - - - - - - - - - - - - - - 8'107/16"X6'-10'/a" 9'.51/4"x4'-11'/4" W 00 ►O►.��--II � \ W BEDROOM No. 3 o N o� BEDROOM No. 2 4fT-- -6'-412 BEDROOMNo. 4 - - - - - - - - - - - - - - C M o 00 x Al 00 111'h° 14'-1" '-11'/2" ° OLAC i , d = e "'- - - _4F1 c O O rn „j �g 2'-4" 291-011 0 •p (V N r STAIR HALL I BATH °� 00 I 5'-6'/2" 11'-31A11 8'-11'/z" - N No. 2 00 c M _ N .o 00 M' I 11'-9" 14'-0'/2" I N _ 7 M O DN12'-0 uo -6" 1 - O BATH No. 3 I ATTIC I _ Z I STAIR I N -a A - � W r - - - - - - - > w-1 ' N r - - - - - - - - - - 26n �o I ( ) �,/ -v I I m I I LOFT No. 2 1 , 1 00 0 - I LOFT No. 1 i 4'-111/2' _ I I N 9'-0" W D I ,,g„ 31-0111 ATTIC No. 2 cv I I \ r- 9'-1" o I I � I I ` •- I I I I o 5'-11Ya"x 4'-31/a" m N 5'-111/4"x W-31/4" I 14'-5n I \ — — — — — — — — — — — — — — 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o O i fV o v I 00 N '-111/4"x 4'-71 a m '" N ww � 14'-8'/2" 14'-8'/2" V0" 154/2" 29'-5" 19'-6'/2" cn 64'-4" F O U.-I N E ND FLOOR PLAN PROPOSED 2 N s NORTH- SCALE:ROPO ECT P PoJ 1/4" = 1'-0" W ' k A - < DRAWN: MH/MS rr' c SCALE: f tom''£: " ` JOB#: 5/28/2025 SHEET NUMBER: A- 8 i 91A d REVISIONS: SITE DATA: SCTM: 1000-63-7-38 DESCRIPTION: AREA LOT COVERAGE: PROPERTY: 23,283 SF 0.535 ac A 0 ESTIMATED DISTURBANCE: 5000 SF EXISTING: HOUSE: [1480.7 SF) DEMOLISH APPROV D AS NOTED SCREENED IN PORCH: [148.9 SF] DEMOLISH DA B.P.# BREEZEWAY: [179.5 SF] DEMOLISH FEE gy WEST STOOP: [28.0 SF] DEMOLISH � r. NOTIFY BUILDING DEPARTA T EAST STOOP: [40.0 SF] DEMOLISH 1-765-1802 8AM TC14PM FOR THE EXISTING GARAGE: 669.2 SF 2.87% FOLLOWING INSPECTIONS: i. FOUNDATION-TWO REQUIRED EXISTING BOAT HOUSE: 331.0 SF 1.42% ' OR POURED CONCRETE ^T'' 1,`j � o 990.2 SF 4.29% 2. ROUGH-FRAMING&PLUMBING tt 3. INSULATION a 4. E E�� FINAL-CONSTRUCTION MUST PROPOSED: BE COMPLETE FOR C.O. C RALL CONSTRUCTION SHALL MEET THE NEW HOUSE: 2789.0 SF 11.97% D WEST FRONT PORCH: 240.1 SF 1.03% REQUIREMENTS OF THE CODES OF NEW o 0 YORK STATE. NOT RESPONSIBLE FOR L, DESIGN OR CONSTRUCTION ERRORS o . WEST MUDROOM PORCH: 69.1 SF 0.29 • FLOOD INSURANCE NOT AVAILABLE FOR SOUTH STOOP: 57.5 SF 0.25% - NEW CONSTRUCTION OR SUBSTANTIALLY COMPLY WITH ALL CODES OF IMPROVED STRUCTURES ON OR AFTER EAST STOOP: 58.3 SF 0.25 NOVEMBER 16,1990 IN DESIGNATED NEW YORK STATE &TOWN CODES COASTAL BARRIERS , 53 i AS REQUI D AND CONDITIONS OF o�8`j1�NFPo OUTDOOR KITCHEN: 434.4 SF 1.86% frl SOUTHOLD TOWN ZBA II ` ��` o I H S 28° rr S �/ =� 3648.4 SF 15.65% I L,^ 33° 481 ll E °32 S 28 35 46 E 43'40 aM KP - � S �(� 15 TB 40.83' TB 20-75' TB N1GN�)PtE 61 q,• 46 ss SOUTHOLD'iO4"JN TRUSTEES � 22• Ev,IST.� TB 1, - �- _ -'�� ' � ' _ I � TOTAL: 4638.E SF 19.94% N.Y.S.DEC _ TB HOIST 5 tS��U^� t /' - Svo\o I _ �G MEETS&BOUNDS BY: NATHAN TAFT CORWIN III SURVEY DATE: JUNE 2,2022 w I'1t'N ,- - �K tBP� EX.S ` -ice -iY a / ' FNC Co c. SE Rz EXO ER BOP i 1 1 v OFF 0. UCCUf-/"lNV`I� OR oN0 W / i w n' ILL 1' ✓ T,�EG�PCE EXISTING HOUSE FOOTPRINT PillUSE IS UNLAWFUL t_,. 1 � 1, �, y - - -- -- WITHOUT CE:RTIFICATI* Z>� o�� , - 1 `, ` - -i y 4 ON m C1EARING) OF OCCUPANCY I _ % 1J SILTF JCE(LIMI 50 I O_ 1 1` I DW ,1FEN o N �t '�^ t }I.�!RUNOFF RAlil�� a�ii1r*r�! t�'litGn TlU{�Ot C / r EXISTING FIRE PIT _ ROPOSED PAT' 18 1 t �C11 T i i _ ON GRADE PURSUATIT TO CHAPTER 236 AND E REMOVED ILI 24.0' ' THE �'� '{ r(�T'�C TO BE REMOVED / -,� i� -' 9 � � � � - OE I I iE I le r r 1k��t JG F'p VEGES !)IISe ON� tP J -\ 1\ w. � P _ L EXISTING CONCRETE N +4 ~2 OVFP ll LOO l : SLAB TO BE REMOVED 32.4' 2.2' OUTDOOR �) EXISTING HOUSE . , STORM WATER MANAGEMENT DETAILS TO BE DEMOLISHED `-� a KITCHEN PROPOSED CONCRETE o r 'I-00P 4.6 LOCATION: SF AREA: 100%RUNOFF AT DRYWELL DRYWELL W Q STAIR WELL TO BASEMENT 24.3' 2"RAIN PER HOUR 8 d a.XV20 VF (8 5ACF TOTAL) Q N O O 16.6' HOUSE ROOF:4650.4 SF 776.E CF (5)8'dia.,4'deep(169 CU.PT.ea) (��1 EXISTING 1 STORY GARAGE •t' _ TO REMAIN(669.2 SF) f �D PL�ME�I{Y�..1_ - - _ r _ _ � INSTALL NEW SIDING,ROOFING, O EXTERIOR OPENINGS SINGLE BEAD HALF ROUND QUITE U ALL PLU°.IPJiNG WhS'�E - � - '� J _ _ - _ _ r ~ � � " EX.GARAGE � W STANDARD 5 Z &WATER LINES NEED�:;�;_- .. 2�.6' I: � '//FFEL.17.0'� �SLzl T $TING$STORE COV•E:RIPt�� PROPOSED ✓ I).Ex>curtoN. �•( ;G 2 STY FRAMED HOUSE PROPOSED 24kw A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. W I••-I PROPOSED AIR CONDITIONING FF EL.19.0' POR H - GENERATOR PARATI UNIT(ONSLAB)LOCATION 2).PRE EANSSOURFACETHOROUGHLYPRIORTOINSTALATION. a O 24.3 B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR M�'1 ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS, EXI)1.CUNC.APRON "� Q.PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR O T 1 H y1 O �./ o � I � M cot* ; METALS WITH PROTECTIVE BACKING PAINT. 1-•1 1 I DFVELQPER O _ PU6LIC WATER 3.INsrALLAnoN:\ PORCH GI I, A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. It It 0 PLUMBER CERTIE-ICA TION . I).GUTTER TO BE PITCHED TOWARDS LEADER 1 TO 2"FOR EVERY 40'OF RUN. ' ` 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. 71 O 29.4' O �'«�"' a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND W ON AD CONTENT BEFORE DW � o _ _ �°°----- �---�� 1 ACCESSORIES. IN.10' CEN 7 O EXISTING I r' B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CERTIFICATE OF O(�CUPANCY _ - - - _ , ST ASPHALT CONNECTORS, I ` CO 11 I� , 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL s{/ PFR s,i�rn RtQ;;,PF INIS DRIVEWAY ( /�� SOLDER USED IN WATER ( O• CONNECTION WATERTIGHT', SUPPL/ �/�+�/�+ �' L ON DRY WELLS TO BE 10'MIN. 4).PROTECTION: Y SYSTEM�7TEM CANNOT I G---n-ED �5 I 1 �• S /{� AWAY FROM HOUSE PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. EXCEED 2/10 OF 1/ LEAD. PUBLIC\VA1 FR TEST HOLE CONCRETE - h ' - _ TEST HO E v TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL EL.16.5 1` WASHOUT i •(8'X8' 10 8'X8' 4'N EL.17 I DW 1 o COMPLETION, ` � ) H 1- .t y _ `- ST 18.0 ` ST o N .+ CTRICAL 4 V) � ELE � g�� CTlOI� REQUIRED , TOP SOIL , i �I ) - O�ERN 1 G�• - _ II�SQE 1 LOCATION � / - � ' � Q JB`1C�1 X i e / 0 L11 (rS E Q) Q U Z aC � BPS1 9,10 � :3 S9 t TRUSS PLACARDING REQUIIRED WATER174' �RNEIs (K Q U VALVE Ov DO NOT PROCEED WITH i A�5 FRA%ZING UNTIL SURVEYS., OF FOJf�1�AT10 I I N LOCATION !I � � � � V. HAS BEEN APPROVED. � o �' � a Must provide Manuals Q��oQP ER D, J and S as per f Q�g�1G IVYS energy Code aS �► PROPOSED SITE PLAN VolIt I 11 ��er door � SCALE: 1 = 20-0 and ductwork ' osF� 4*s testing required. �/ N lighting U il..i r exterior A11 laced or installed,repconform repaired shall is 1 �{ to Cl Pter 17 ' of the Town Code r 11 , 71 L-j F'r, 7 +I DRAWN: MH/MS SCALE: OCT 4 2023 JOB#: 10/4/2023 SHEET NUMBER: sL S- 1 +rk b REVISIONS: zz ill I—Lill or iT N I I I I ITL� O TF 11E IT 11: i PROPOSED WEST ELEVATION SCALE: 1/4" = V-0" a� cq z 4 � r U X U u V a°, U m ILI .00 ov rn N H U O Qi EXISTING WEST ELEVATION SCALE: 1/4" = V-0" . .� C4 • t « ' DRAWN: MH/MS SCALE: JOB#: " 9/7/2023 SHEET NUMBER: V, A- i i REVISIONS: -200,H L l I _mil 1( '� PROPOSED SOUTH ELEVATION SCALE: 1/4" = V-0" w z 0 - — - — - — - — - — - — - — - — - — - — - — - — - — - — - v m m 0 � r u 0 L[1 m Q) m u � � Q) � rn �r � N 0 Ul Q) s rn N E-wltu P4 .Q N N Q EXISTING SOUTH ELEVATION SCALE: 1/4" = V-0" , R� #� DRAWN: MH/MS R SCALE: ' + . JOB#: 9/7/2023 SHEET NUMBER: A-2 s i REVISIONS: I I I ILI I I I I I I I I ITFF 1-1 LI 1-1 1 F I I I I I I Hill - 1 - -- -F I - - - -- - - , — - _ T __ TT I' l u ..'l� `-___ l,'-.- f \� �.- /.--- ( �._ 1. t �� ._ ly I Y Y �i- Y ^> PROPOSED EAST ELEVATION SCALE: 1/4" = 1'-0" o w z 0 m F 0 X -, 6 p xUlu- ell fl u u � T ® s m U Q) � m M cv o Lu N .Q V EXISTING EAST ELEVATION SCALE: 1/4" = 1'-0" DRAWN: MH/MS t SCALE: JOB 9/7/202 3 SHEET NUMBER: A- 3 i REVISIONS: --- - - --- j r I - _ f El Hill 11 EL 'LJ LFY I I I IF i PROPOSED NORTH ELEVATION SCALE: 1/4" = 1'-0" w z 0 m 4 � o ( S u � U Q) � m a m w 0 d N U N 4 CN 40 ,w. EXISTING NORTH ELEVATION SCALE. 1/4 -- 1 -0 �' kl DRAWN: MH/MS SCALE: � \ JOB#: • � + 9/7/2023 SHEET NUMBER: A-4 I i REVISIONS: I - I uP EXISTING UTILITY ROOM 7x ® 8 ._O_. p Esi O GAMEROOM EXISTING ....... MEDIA ROOM EXISTING LAUNDRY ROOM 15TIN AR I EXISTING FOUNDATION PLAN SCALE: 1/8" = 1'-0" STOOP BATH O No.I EXI EX.BEDROOM No.2 DINING ROOM SCREENED-INE� p PORCH i ii >y ---------- ----------- ----------------------- EXIST, 3 FURNACE LIVING ROOM KITCHEN FUEL TANK EXISTING BREEZEWAY •••-... O D O IN A A A X EXIST. EX.BEDROOM No.1 HALF BATH ------------la------"'--' 11 EX,ENTRY 11 11 11 II .................................. .............. STOOP O EXISTING 1ST. FLOOR PLAN m m � _ , PROJECT NORTH x c N E 1 SCALE: 1/8 — 1 -0 o i, u m In In p - m a u � z u � CID � YCID N O II-I a 1'7'PLT HT ]"PLT HT 1 1 1'.7'PLT.W. G HT 6'-6" O wW-W PLATE HEIGHT ^ 1 I /_Y , , Ina IV"C, I 1 I I EXISTING WALK-IN Q ----- -_- -- ---- ---------------- rw-cL FTr CLOSET X -------------1<C15TING BEDROOM d) r 44 LCHIMNE ------------ -------.---------------- L ]4" LG H ----- --- --- ------- ---- -------- --- --- ----- VJ 1EXITING1 1 1 CLOSET 1 1 r-r PLT HT, 1 I 1 . 1 6'-6" LG HT 1 6'�6'C G HT 1 1 1 1 I 1 1 I 1 I'-]"PLT HT. I]'PLi HT. 1]'PLT.HT. I'I PLI H E � „ EXISTING 2ND FLOOR PLAN PROJECT NORTH " - t tt DRAWN: MH/MS SCALE: 1/8 — 1 -0 . +� SCALE: JOB#: 0 .4z�� 9/7/2023 SHEET NUMBER: A-5 0 i REVISIONS: B A C PATIO 24'-011 62'-0" d. D ° , ° '- 3/4" 121-811 321-511 121-811 2'-2 /4 r 11 14 o D 1 ° 2'-411 8'-011 2'-4" ol 7'-511 16-811 8'-411 2'-4" 8'-0" ti 2'-411lo ° °o OUTDOOR KITCHEN ° v °• D ♦ a Da Pd � A � `D a MASONRY STOOP V • ♦ o N W EK ALL D• •Q v p• v p• v p• v p• Q 4 Q Q ♦ d 'pQ d • p ' d ' a P ' a P • p ♦ d 'DQ d . p • D• ' • Q °. 5-011 D —��' 1 _ 0 o i v ° FBI d' b I F-•—I 14'-6'/2" 10'-1'/2" �r 34'-111 4 ^ O Lu D D ,•u = O� It =MASONRY I 00 ro4 .°°. ' o STOOP q N ° 1 h•+� .• Q D 't o ,v aV C Q Vd O v G .D d D o ♦ v 4 p .o • MECHANICLS 00 0 D° • •• ♦• p D•, o RECREATION 00 12'-11'/2" ro ' °• a u ° PROPOSED GYM 4 z • - - ,ter r o• D . p 51 c •. •a I • C N ° - S r II W c v, D - I� _ D ro • o 12'"911 �" STORAGE N M p ° ' ° O • LOOR a.' RAIN 5 1 1 I I 1 I I I I I I I I i I 1 7 •. I I 1 I I I I I I I I 1 I I I I , . /`--1 z I 1 1 1 I I I I I 1 I I I 1 1 W 1 1 1 I I I I 1 I I I I I 1 1 ZD `Q i I I I I I I 1 I 1 I I ••4 I P 1 1_ II iy • M 1 I I I I I 1 1 1 I 1 I I 1 1 1 3.8% Sl AIR EXISTING GARAGE U e. rn rn O ro I Uy " °♦ bo 50 TO REMAIN k O .o ` •p 1 11 t " I " I I T. •." ,o • �Q 8-9'/s 7-9 12-7 4-9'h" 1 N S � 9'-0'/z" 51-43/$"± ' • I •— I c D 4'-1011 o° 0 `------------------- CN e— o V Ln . n • •c p o • d .D „ 2'-4" PROPOSED BUNK ROOM o' 1.4 12> II II O m -pp• PROPOSED N ` z,. N ° �—, MASONRY PORCH °u 00 N = 12'-511 19'-6'/2" WINE CELLAR WET BAR d =N o b BATH No. 4 ^ ° � I I UTILITY o• 8� °� O x I ® 2'4" - _ D•' - - - - 00, v v °4 v •. • v °4 EJECTOR M 11 c v' v °4 v •, v' . , :c v •, - D 0 4 U ,a r •o o' v o ° I PUMP 1 c n .o o• ° \ / t, cV EGRESS -� O a = p _ TW3046-2 U �_ zt 00, ' n '0 ' • ' D 2"PORCH CHEEK WALL ' '0 lu 2"PORCH CHEEK WALL 2"PORCH CHEEK WALL J ^ a o ° MASONRY PORCH ° o Lu w w bo 2 Q V ° °C O O - 1 r_41r OCL N � ° � ° 0 ° o 0 ° 4,0 �'o D ° � ° � o Do 4•0 ° � ° � o Vn Do 40 E=� F - - - - - - - - - - - - - - - �- I 1 10'-011 10'-011 L — — — — — — — — — — — — — — — J U 15-10" 29'-5" 20'-011 14'-5'/s"± E N S PROJECT NORTH A � B W PROPOSED FOUNDATION PLAN DRAWN: MH/MS SCALE: 1/4" = 1'-0" SCALE: JOB#: 10/4/2023 SHEET NUMBER: A-6 i REVISIONS: HSS 5X5X1/4 STL.COL. ABOVE D t °• HSS 5X5X1/4 STL.COL. ® ` ' ABOVE 16"X16"PC PIERS a - - - - - - - - - - - - - - - - - - - - - - - - - - - AT PORCH COLS 0 1 � a o I O 12"PC FND.WALL p• ° w/#5 REBARS @ 16"OC 8"PC FND.WALL ON I #5 X 16"LONG REBAR I 8"PC FND.WALL ON EACH WAY ON 12"X24" 8"X16"PC FTG w/ 2 #5 ° " 8"PC FND.WALL ON PC FTG.w/CONT. (3)#5 a a ° ° ° a ° ° ° ° ° ° ° ° ° ° ___ - - DOWELS 12-OC I a 8 BA PC FTG w/(2)#5 ( ) @ ( REBARS AT BOTTOM ° D D REBARS AT THE BOTTOM o a v p' VERTICLE.SET w/ REBARS AT THE BOTTOM 8"X 16"PC FTG.w/(2)#5 _ v d 2'SLAB SHELF JOIST SHELF ° SET FTG.36"BELOW ,( ,j a HILTI HIT HY270 EPDXY I SET FTG.36"BELOW REBARS AT BOTTOM - DO a ' - Q 4 O ) GRADE _ •- Dd n- �,0� o ADHESIVE(5"MIN.EMB.) I 4' GRADE SET FTG.MI.36"BELOW _____--___ ° 4"PC SLAB ON GRADE ------------------- d . �• I - /4V v - --------, o AT STOOP ONLY ---------------- ti , GRADE --- `� ------ --- - ------------- ------------------------'/; � a. -- --, 4"PC SLAB ON I 'a L •a; GRADEw/6X6 _ v- -v _ v °' v d d o' v d Q r (3)14 ML FLUSH .ya :_...a -�pa_, a e_.,.. . °. I W1.4WX1.4WWF a O P 1 D t•° -- . 1 -----'-s-x----- ---------1-------------------------------------------------t---------------- -''1------ } 'a l' ° i l t i •o o 112"PC FND.WALL I a w/#5 REBARS @ 16"OC 1 I-1-1 y F ;o° EACH WAY ON 12"X24" L _ PC FTG.w/CONT. (3)#5 a REBARS AT BOTTOM O (2"SLAB SHELF+6"STEM .J"._. w +4"101STSH �' N e 1 r I ELF) a #5 X 16"LONG REBAR - - I ' ' • I l X l ; I A 1 z �,� 1 AT STOOP ONLY DOWELS 12"OC IY = w - 1 I 1' O j a >J I @ - I U • I I � I 1 U 1 ^ 2 1 O �YT r � v � o• a, ,, o° VERTICLE.SET w/ •a,• i O °• a ,' ° I a HILTI HIT HY270 EPDXY a Q ADHESIVE(5"MIN.,EMB,) " • :0 4'PC SLAB a 1 HS 4X4X1/4 STL.COL.'i ____ ' I n ` GRADE w/ X6 D . p' H Wo O 4.5'X4.5'X1.0' i l= o 1 •{°- ---- X1.----F- o ---a------------------- kr "' FTG�J(5)#5 I u_ N P it , I dl , ° 'I , I .' •� � � -� R BARS EACH WAY 1', : ILn v - ,`r, p I 1 J ~ 1 1 \ -, C• v p v p•- `. v _ p' p •a •off I W it 1tABOVEOTTOM 1 l F- i .- .�. 'Ca_ e n -G .. Da_. a-... b,.- i, P ^ 8- 4 Ir' 1jy 1 X ' 'd• L _t----------_ P ' D ' Iii• t=it1 i " 1� ----- ---o�< ----- --------------, do I I ° •. l l I I DOWELSL@112"OCBAR t 4 a ' I VERTICLE.SET w/ ° 1 b I I i d 1 1 HILTI HIT HY270 EPDXY e i ` I I ADHESIVE(5"MIN.EMB.) " p°- 14 ML �-__-�-.,-..-.- r_i,. r -------' 1I .� 4 1 r IIflog e e LL 4"PC SLAB ON s - N I I a I l 1 r IN o i GRADE w/6X6 I I c �'' N 1 L 15�iG3/411 "1; ,� ^ 1� / 121-23/41 1UI-83/4t, �01 011 �OI-011 C,`^ 81-51/411 NV1.4WX1.4WWF 1 I f I I m I Q r po. . ,. 1' ; HSS 4X }Ci 4 STL.COL. o e f1 h PII R 1 P a -ON 4-.5 4.-�'-Xt-9', -----• •----t- `---- t v I P ♦ i J Ir�I,1 I I _____ FTG f�5 #5 , 1 1 I I 1 1 1 I I P a I O ' L-------------- PC P C a I 1'7 WAY' tl -_-I- ,a• .0 J - l iln 1 4 ABOV BOTTOM: --TA _- _--i______ ______�___________ G, x REBARS AC 1 4 I N e I " 1 -W12X35FLUSH I 1 , -..__„_«___.._..,.�_ _. ' ' W12X3$ FLUSH 1 1 I : _ r--- --------- ° l x LOOR . = W12X35 FLUSH- - - - . IF _ . _ . — . — . _I. _k.. . _ « �. . . . _ . _ _ . , 1 ,. 1 / - I - W1LX7 r�LUSH ! I I 1 1 ,y , : I I I' 1 1 -r"---' _ -_---^1._, o-.. �-,.-e a._®._..._,....._...1_..,u.._.g R 1 1 : I tl0 . °. V fjAIN t. ^? l 1 n + I I 1 „1 I t DI ri 11 I nl HSS 4X4X1/4 STL.COL. r! a a 1 t DHSS 4X4X9/4 STL.COL. ' HSS 4X4X1/4 STL.COL. 1 HSS 4X4�1/4 STL.COL. in p ' . 1 1 t 1 I I III ,'I III 1'1 I'I I'1 I I 1I1 I ' f l 1 €1® I 1 I I ON 4.5"X 4.5'x 1.0' ~ ,�/ 1 I I I ■ '-\ F-I - ON4.51X4.5'X1.0' •�•'�' m l 1 m / ON4.5'IX4.5'X1.0' 1 ON 4.51 X 4.5'X 1.0' 1 : W ------ � I 11 I III I•I I!� �I 1 nl I ., 1 Y I / P \vl 1 ' l PC FTG/w/ 5 #5 - Y ' ., ' „ a1 1 1 . l`r - I �.i i�1 PI I�i 'I ,' I' '--RE-BAPS EACHWAY ,,. `-----' f-R-EBARS'EACH WAY `---------REBARS EACH WAY ------ -��ABOVE BOTTOM ~ ' 't a 4 Y I-1 I I PC FT}J /(5)#5 1 1 1 I I t AY 2 14 ML + 1� I 1 I P "PC SLAB ON i I : ( ',2 -"1"n«T•« p �o e 4 ABOVE BOTTOM ■ 4 ABOVE BOTTOM 4 ABOVE BOTTOM z ,6p -i-GRADE w/6X6 ._ I , 1 1 i = t l l 1 I 1 1 it ;'I III 1 1 I'I III I!1 I:I ll III I / 1 4 l p a l�r<+••.• «,d . I I f l S..S l.L i p • 'W 1.4WX1.4WWF " ��1 r ■ 1 / a I I ; O U (~ '.' 1 l +..� IN Z. I 1 ________ p 1 e"e 1`O_n ,�,1" (3)1-3/4X14 ML FLUSH ' " P ° x 6q I I r 0 I 4 IC I ii• I,.k � <� � I^ �� e s e o P l^ /•' ♦0 . pQ •O tJ�i U i v ','" _ 1 zj _W • O 1 II' �''° I ILL O ✓r. , 1 1'd n " -� - U R r I I `----------'---� I �. I � ,�^.. .7 l Z In r , ,l{ o 'Z ~ e a e «L^ \ --ass------------II---- `�---' i -----------1-1 e 1 C° LL 1 n In ' I..IO �' `� x 1 m ,,i I(7 ^ I 1 O a' ._...._.._.. M ..n.p...,. _ ...p... F« r,.a _-�...b b 1 I p .o ,-IQ :4-_-+.p ■ �.,,..... Q • ,a --,v v p ° IajV Vl l R ! •.-_,-_-v-.- ._.,.-�. _ " .. 1'F*'yU-------------------- O !• 1 e L I— N I A' ' , .- _-- _ _--_-_---_-___ - --_ -, ♦• a u_ o l tl1 ° tl U- e _- ---�---_.-_-.._ _.�,.___-- N '..... +.. I 4°- I I P 1 , I ' ■ 'w h�_ . >+l - : 411PC SLAB ON N +' E D i GRADE w/6X6 16"X16"PC PIERS a em pl 1 • 1 r -�+ I' I O I 1 AT PORCH COLS , 1 Qt ftl U W1.4WX1.4WWF J a W �• X D I I y g�Q IT l i ' ,l • , , 1 1 O µ' O Q) yS° le 1, tl v I4 IJ 7 1 1 I i tl i - 1 I I 1 e x I l r l l I s 1 lJ.. 1 1 I l l ��• I R ' 1 I a O 1' 'D U ' OV 1 11 ■ y,r !IE Ix I ! tlil � z µI�' i t ~l D+• �_____1____AL_____________________�___________I 8__i r " 4 _r_-,.... T ,,., r Ili-------------- ___________-_____________________ _ — _ _ — — rri 6 lv II ® 1,,. I v p _ . p _ I .- . __ ...-_. - _ .._ _. - _,_n , a-_q,- - -1' "-.. .. . _ - _ ..__ IL tJ -.,v ,.._� p --�4.-y. .. .-v:. • p :4 P If 1 / A •I �� mv- .p .4- �p • - - _ _ ,.o, . p. .4 .p •r,° i -, --_ - 1 _ .._ o p A n �� pa_ - a� ° -` V m 16 e1s4 --------------- - --------EGRESS-------- - ----------------- U TYP.10"PC FND.WALL 1 m 1 ■ I TW3046-2 f<1 _ N -----n------,�----- -tl- 8"PC FND.WALL ON - w/#5 REBARS @16"OC b" ,r0 `---------------------� p P I 8"X16"PC FTG w/ 2 #5 �o EACH WAY ON 12"X 24" i c° q A o° p ( ) • I REBARS AT THE BOTTOM O ) FTG. R AT T.BOTTOM T #5 a , _., a p - ,a wo --. --° - o , c SET FTG.36"BELOW ____2_"_PORCH__CHEEK_WALL_____' REBARS AT BOTTOM 2"PORCH CHEEK WALL 2' PORCH CHEEK WALL GRADE 1.VERIFY ALL CONCRETE WALLS THROUGHOUT WITH VARIOUS 5.MAIN FOUNDATION TO BE INSTALLS ON 24"X 12"CONCRETE FOOTINGS. ----------------------------- -------- ------------------- #5 X 16"LONG REBAR CONDITIONS AND THICKNESSES THROUGHOUT.MAIN BASEMENT FOOTINGS TO BE REINFORCED WITH(3)#5 REBARS. 8"PC FND.WALL ON DOWELS @ 12"OC TO BE 9'HIGH,NOT INCLUDING STEM WALLS AS NOTED.ALL 8"X 16"PC FTG.w/(2)#5 ° 12"PC FND.WALL ° VERTICLE.SET w/ CONCRETE WORK SHALL BE MIN.3000 PSI 6.BASEMENT SLAB TO BE 4"THICK OVER COMPACTED CLEAN SAND.1/2" REBARS AT BOTTOM w/#5 REBARS @ 16"OC HILTI HIT HY270 EPDXY EXPANSION JOINTS AT ADJOINING WALLS.COLUMNS MUST ALSO BE BLOCKED SET FTG TO 36"BELOW EACH WAY ON 12"X24" ADHESIVE(5"MIN.EMB.) 2.ALL WALLS TO BE REINFORCED w/#5 REBAR AT 16"OC EACH WAY. OUT AND ISOLATED FROM THE REST OF THE SLAB.THE BLOCK-OUTS AT E-w<GRADE ° PC FTG.w/CONT.(3)#5 1100 DAMPPROOF EXTERIOR WITH A BITUMINOUS COATING(TYP.) COLUMN BASES SHOULD BE SQUARE AND POSITIONED SO THAT THE POINTS 4"PC SLAB ON REBARS AT BOTTOM OF THE SQUARE MEET THE CONTROL JOINTS.CONTROL JOINTS SHOULD BE 16"Xl6"PC PIERS GRADE w/6X6 (211 SLAB SHELF+6"STEM 3.WALLS AT MASONRY PORCHES TO BE 12"THICK,INCLUDING A 2" NO LESS THAN ONE-FOURTH THE THICKNESS OF THE SLAB IN DEPTH. U AT PORCH COLS W1.4WX1.4WWF +4"JOIST SHELF) ° CHECK WALL AT THE EXTERIOR.VERIFY LINE UP WITH EXTERIOR MAXIMUM JOINT SPACING SHOULD EQUAL SLAB WIDTH.MAXIMUM JOINT AT FRONT PORCH ONLY WALL PRIOR TO POURING AND CONFIRMED BY GENERAL SPACING FOR 4-INCH THICK SLAB IS TO BE NO MORE THAN 16 FEET. to - - - - • . • CONTRACTOR.THICKER WEALLS TO BE NOTCHED 4"ON INSIDE N °• . _a £ 01 WITH FLOORING INTERSECTIONS WITH 6"STEM FOR WALLS ABOVE. 7.REVIEW OPTION WITH OWNERS TO INSTALL RADIANT HEAT IN SLAB PROVIDE Q ALL FRAMING SHALL BE FLUSH(U.N.O.) a a a I ° ALL POSTS SHALL BE MIN. (3)2X6 STUDS) d° D ° D'° D'° D'° ; �r°„ . D'° D'° D ° D ° D ° -4'°a U'° G'° U'° U'° .' D STEM WALLS TO HAVE ACQ PLATE OVER(TYPICAL).CONFIRM DEPTHS OPTION WITH FINISHED FLOORING OVER SLEEPERS w/3/4"SUBFLOOR FOR FLOOR SYSTEM. N I I 8.FILL IN VOIDS UNDER ALL POINT LOADS(TYPICAL) 4.WALLS IN GARAGE TO MATCH EXISTING.DRILL AND EPDXY#5 REBAR, h - - 18"LONG AT 12"OC.CUT DOWN OR REMOVE EXISTING FOUNDATION 9.SMOKE/CO DETECTORS TO BE INSTALLE TO CODE. AS SHOWN ON PLANS.NEW SLAB TO BE 4"REINFORCED OVER 10/10 6X6 WMM OVER CRUSHED GRAVEL,COMPACTED.SURFACE OF SLAB TO BE _ SMOOTH AND EVEN WITH EXISTING. EPDXY COAT OVER WHOLE SLAB V IN GARAGE(EXISTING AND NEW). ' „, N w E aw � Y fir` F_ N S PROJECT NORTH- PROPOSED FOUNDATION PLANM DRAWN: MH/MS SCALE: 1/4" = 1'-0" SCALE: JOB#: 10/4/2023 SHEET NUMBER: A-6a I i REVISIONS: VVV toL................ cj l t �� L�� C Jt FLUSH PATIO 62'-0" El m 2'-03/4" 121-811 321-511 12'-8" 2'-21/4" 1 1Ev0 3OG COOKTOP 2141 8'-0" 2'-411 15'-9" 16'-8" 2'-411 8'-0" 214" lo OUTDOOR KITCHEN FLUSH PATIO INSTALL CEILING FAN 6'-10"x 5'-8'/s"FLEXI G-10"x 5'-8%'FLEXI 8NISTALL ASS FAN ANA SS fhb 11�1 = STOOP fhb GAS OUTDOOR HEATER BALCONY ABOV it 'y �'g� OR APPROVED EQUAL fB s N G3J80S FW6120 0-4 SAAS FW& OS N s W 7 um O STOOP N p w 15'-10'/2" 27'-B'/4" 16-31/2" `r? W Cn F—I BIT �T1 o IN < p a o Oo� O u, 12'-3'/z" 4'-4" E C d o0 o PRIMARY BEDROOM p� WOOD FLOORING N a 8'-2Yz" 4'-1" � H M TW 046 LIVING ROOM `I o COFFERED CEILING DINING ROOM 3' 3" 8'-711 o W BEAM CEILING a '�nl'zw I N � I O bo , V w co •------- ---------- ` ` LAUNDRY Y Cie `O '-711 5'-1P/z" a BIT I ANGING , IN _ — J ' I 00 _ `n N ' 1J co 'I :o ARCH ' m u WALK-IN �' CEILING 14'-21/2" 3'-0" CLOSET — — — — — — — — — — — — COFFEE C)O (OPEN RAILING) BAR 04 _ _ _ _ _ _ _ _ _ _ _ - EXISTING 2-GAR GARAGE 8'-2'' 1 1 x 4'-10" Q `9 , I STAIR I I I I I , , 4" TAI `------- ---------- I 1 I 1 1 ' I 1 I 1 8r t 74/2"I I rn , ❑ , " N W SLOPED I , , , , , 2-9 6-3'/2 �f7� W TYPE-X FIRE RATED SHEETROCK I I I Di� 1 I 1 i i ; i i i i P I 1 ICE MAI< R TO BE INSTALLED ON WALLS w " /ZZI - AND CEILING TO CODE W Q ; rI 45min.FIRE RATED DR 1� 2'-4„ I I ( PE ILI CG UI� E ST IR) n I O� w/STEEL JAMB, p L O I N I\,/\J ' I MUDROO SC HINGES(TYP) Q' 3 & /PRIMARY I 1 0 =N REFUSE/ O BATH _ I PANTRY o, b RECYCLING O RADIANT HEAT v I HALL ; KITCHEN "I in M ,42„ 61-9" I w 2'-0" ' 4'-1" iN I 0 0 4'-0"FRENCH 8_0 — ' OV 3'0° ,030 ------------------------ --------------------- M M OVERE PORCH O 1 —1 L J_, El 1 1 I I 15'-4'/z" � 9'-1" 9'-5'/z" 9'-2'/z" m 19'-6'/z" --+-• 1 I I 1 0' r 0 —N I I ^ 1 , 1 1 1 1 0 m (q C V ENTRY I I _ I I I al o I I 00 OFFICE G0 ; 1 Ln --------- I O _ � u 1 _______ ______________________ I 1 1 L NI I ————---——-———————• I I •——— ———-—————• 1 ; ; , Z V BENCH 54"w 2'-4. ; i - - ---------- --------- 1 I 1 E °x84" ------ ----------- 9i CW255 8"ARCH a HALF REPLACE OH DOOR O B] _"o O CW35.8"ARCH gI REPLACE OH DOOR 0 ' U o f� In m BATH o ILI) U to TW 846 TW 846 �' 0 lU 13 11_ COVERED PORCH BARREL CEILING BLUE ONEEm� W .Q . __ I __ 1 __lE , , 1 , I I .Q - --------------- ------------- - N 7'-11" 7'-11" 5'-611 4'-8'/211 4'-6" 5'-6" 10'-0" 10'-0" 5'-61/2" 5'-0" 3'-3%s"± (I- ------------------------------ - Q 15-10" 10'-0" 20'-011 13'-10%"± 79'-I%"± (I✓ r Yrk ♦� ,�F� .11 dll f�1 .{ E PROPOSED 1ST. FLOOR PLAN N 5 PROJECT NORTH SCALE: 1/4" = 1'-0" DRAWN: MH/MS W SCALE: JOB#: 10/4/2023 SHEET NUMBER: A- 7 i REVISIONS: HSS 5X5X1/4 HSS 5X5X1/4 STL.COL. STL.COL. ABOVE ABOVE W8X48 o 1 � I , 1 I I , J 1 I N ' 6-10"x 5'-8%a"FLEX[ - 6-10"x 5'-8%a"FLEXI I o+ � Dhb b ,L}4i X C1/RR (HDRB r.J 2Rs6 HSS 4X4 1/4 ',' ``' SS 4X XI/4 � q (HDR o 2X8 CJ r,J �Rs� 1 x IB 1 Q N @16"OC 'S �f STL.C L. G380S FWG12080 4 AAS FWli33 ��L.C L. 31 Q- N @16"OC �� IQ F— — _ \, Q ——-————Q ._8 I� 31� - ---- ---- ? - -- - 1 _ ----------- p - -(2jI4"MLjFLCJSH)----- ---_.- - tuu W16X31DROPPED I"� '-.(2)14"ML(FLUSH) - __ .__ _ ___-___ _._"____ 1_ QTM;^————-———--—--'-——____—___-__ ., .+ _ I,•-, O _I / oW <J a. (4)14"MLFLUSH i I NIY -la. _: - ---a f ji I ----- --(4)14"MLFLUSH' M s d V :� i` i 1 IY 1 x 1 l UtL - q 1/I °I j d w G 4 J ' 1 s' , (4)2X6 f rf POST 14"TJ1560 FJ (cD16"OC I a Q p w _ I o w __ n _-..,0 ..-f__ _ 14"TJ1560 FJ na,16"OC n 1 Q �p y F- I V z L. 1 X V z I _ LL X I I } M I } X s LL LL f Q --' ^ z z in O x O I ^10. I J o ; k TW3046 LL o q 3 2X8 3 Q f; Q vZi ' .N~...I; I 0 61_Q„ �I I� CO 3( 0° ( y '�' +D 1 + (3)2X10 HDR , (3)2X8 HDR 'CI' LL V' F-• J d' F- LL 3. J M 'a' _.�'xJ 1 1 ti..:.duj q " " Id Ma Q,J 'M �, f^ f , -0 I Iv I ' . .LL4"ML FLUSH 21.411 r z Y - - �.� # " .r Vr_T I _a_�.m.._.r __ d a- .......__.-,_n d v a # I , s ..»w ,-a.-.,• _w.��w +�� ie tr W ".• - Y 0. --- ----------- e ! ��, :. .. �4,o el , �• (4)14" LUSH ,...._,.. .. M_„.. . m _ .#.� . q k ' "` ' ` (4)2X6 (4)14"ML FLUSH j POST d it"2'-6 q e---------.----- a d rIt. 4 .. J U 1 q Y i (3)14"ML FLU L, s It..1 . O 1 vo (4)14"Mt"FL�S{i ' ' , _---s__ --.__ _ � . � . � ' . � .- _�H.�_ .+... X x �N• - - _ : ' SS}X4XI/4 °I ( t " I HSS 4X4X1/4 I I 31_011 v N L . — — -i — — —14'Z/z ' — — — a#' V e 0' (2)14"ML FLUSH L - _ - - -�Ufi2X30—_�_ _ fTt-C z # 00 F 2X_87f � � �.. ��Ir ' — — — — — — — — — — @16'OG/ # f ' I I I I I I I I ,I I 1 , I J f! X 1 O ,f . ° •+ I I f � 1 I I I I I I ,I I I 1 1 1 1 1 ,Al EXISTING ROOF FRAMING i < e+ N TQ��EMAtfl(N'O WQ,RK) W TJ1560 FJ 16"OC I 1 `. �� I zj Y to I I I w+ 1 I I I 1 I 1 1 Y V I ••- o p r=r•Y - 1 q 1 I D`� I 1 1 I I 1 1 1 I I I I p l w-_-n_ n --- .- - n � - � - - . GC 4 d ,Jy, I I I 1 I 1 1 I I I 1 11 I I I I • •.a z. • �• a�Y 3)14"ML W/(T TEEL FP � ¢ t:. oI I y i p 14'TJ1560 FJ° 16"OG --- - -�,, IL , \ f f 0 ` .. _ ----•V -M 1-'- "(3)14 MLFLUSH) ra �.{?.....__�................ .._. _.. i ``�� i :'�--------`=' O Yr� ILL I I 1 # I I 0- 01 'd'Y v 11 1 ) I dlf IM I I II Ir d x e e n 4'-0"FRENCH " ' LL m 1 3)2X10 HD (3)2X10 HDR r"+® (3) 14"MLFLUSH 'i_ aJ, -- — — — — —8-0 — — — — — I-»---- o _` Q _ . _ . ___-_H . __ __.. __mw_Y= ) 41,ML LUSH �- OVL2030 ------------------------� ---------------------- 1 1 OD O N I I d I [? d (4)14"ML FLUSH > ;, " ` 1 6X6 ACQ I I ccfl V 9 £ "' I I 4 Iv - I ILL s r ; e _+_, POST - — - - — I I r Q) V ° ! 14"T 1560 FJ 16"OC 7 °j O e i fY' I I-' ' # °' ' (3)2X10 1 ' ' 1 X V I I d 14"TJ1560 FJ 0,16"OC u 1 I 1 1 N $ h 1i ° ~ O 0 I I I I I�- If '• Y Y� I ' I 1 m 0) Cn O 'T ' 1 1 LLl a _ ' --------------------------------------- 1 1 ' O 11., #D-- }-(4)14"ML-FLUSH In Y LL ."�,.-6._ i3 14''' _ ."J Y 1 d I . . . r� . w/ 2 1/2" 13"STEL FP . s . ' f 1 ' ..+ , z ° 21411 0 � i ® i ---------------------------------------- MIN(3)2X10HDR (PAD OUT WALL rSREQ.) MIN (3)2Xi0HDR , 5 E (3)2X10 HDR Y _____ 0 Y,, l d l REPLACE OH DOOR 0 ' U �' 91 CW255 8"ARCH Y q + REPLACE OH DOOR �t L s a I, #_>e � a 1 O CW35,8"ARCH 91 u Y,f f I (3)11-1 ML HDR f U m _ N (3)2X10 HDR i a h +(3,2X10 HDR .. .. _ .,_ . 1.2X6 EXTERIOR WALLS,DF#2 @16"OC. 10.ALL SHOWERS TO HAVE NICHES.WAINSCOTTING, N 0 UJ --6'-0'- - `-- --- BUILT-INS,AND ADDITIONAL INTERIOR FINISHES AS TW2846 TW2846 2.EXTERIOR WALLS TO BE SHEATHED WITH 5/8" PER INTERIOR DESIGNER AND APPROVED BY OWNERS CDX PLYWOOD. PRIOR TO INSTALLATION. 0- Ip I I p I 3.INSTALL 18"CEDAR SHINGLE SIDING WITH 11.SUBFLOOR TO BE 3/4"ADVANTECH.INSTALL WITH o `O o' o \D o 30#FELT UNDERLAYMENT OR APPROVED EQUAL. MANUFACTURE APPROVED ADHESIVE AND RINGSHANK BY 4.ALL EXTERIOR TRIM TO BE AZEK VINYL TRIM. NTIERIOR DESIGNER LS.FINISHED FLOORING ANID APPROVED BY OWNERS. M V M M U M L�L 1� y N ' E=w( 1-1/2"THICK PLYWOOD y N �, 5.ALL EXTERIOR OPENINGS TO BE FLASHED WITH 12.GENERAL CONTRACTOR TO REVIEW COMPLIANCE AS l d I I LAMINATED RR @16"OC I I VYCOR SELF-ADHESIVE FLASHING AND LEAD PAN SHOWN WITH PLANS.INSULATION R-VALUES ARE THE CL J u AT DOORWAYS.WINDOWS AT BATHS AND MINIMUM REQUIRED AND SHALL NOT BE LESS UNLESS ' SHOWERS TO HAVE VINYL JAMB LINERS.ALL HARD- VERIFIED AND APPROVED BY ARCHITECT.INSTALL ' (3)2X10 , (3)2X10 WARE TO BE SELECTED BY OWNERS.ALL EXTERIOR SPRAY FOAM CLOSED CELL INSULATION IN RAFTERS N ALL FRAMING SHALL I FLUSH(U.N.O.) - - DOORS WITH LOCKS TO ALL BE KEYED ALIKE, WHERE EVER POSSIBLE.FLASH AND BATT EXTERIOR WALLS ALL POSTS SHALL BE MIN.(3)2X6 STUDS) AND INSULATE FLOORING WHERE REQUIRED. FINISHED 4* 6.ALL EXTERIOR FASTENERS TO BE STAINLESS STEEL. BASEMENT TO HAVE MINIMUM R10 UNDER THE SLAB AS N 6X6 ACQ 1-- POST -------------------------------- 7.SIDING STAIN AS SELECTED BY OWNERS,INSTALL REQUIRED PER NY$ENERGY CODE. PER MFGR.INSTRUCTIONS. 13.GENERAL CONTRACTOR TO COORDINATE TESTING FOR Q ----------------- HERRS AND AIR SEALING TESTING. 8.INTERIOR WALLS(2X6,2X4-SEE PLANS)WITH = VARYING HEIGHTS. 14.INSTALL COMBINATION SMOKE AND CARBON MONIXIDE V DETECTORS IN ALL BEDROOMS AND OUT AS NECESSARY.ALL tf7 9.APPLY 5/8"GYPSUM BOARD THROUGHTOUT AND DETECTORS SHALL BE HARD-WIRED WITH BATTERY BACKUP MOISTURE-RESISTANT IN BATHROOMS.SHOWERS AND BE INTERCONNECTED THROUGHOUT THE HOUSE. TO HAVE CEMENT BOARD AT WALLS(TYP),TAPPED, Ix COATED AND SEALED PRIOR TO INSTALLING TILE. d PROPOSED 1ST. FLOOR PLAN DRAWN: MH/MS SCALE: 1/4" = 1'-0" t,,� �t SCALE: �1•., .�.� i'� JOB#: s.. 10/4/2023 SHEET NUMBER: A- 7a i REVISIONS: C B A 62'-011 21-011 15-011 6-0'/2" 15'-0" 6'-1011 15'-1'/z" 71-611 71-611 71-611 71-61' 71-7'/211 71-611 14'-1"r BALCONY _ 2X6 PLT HT 2X6 PLT 7- - -� 3 1 - - - - - - - - - - - - - - - - - FWH9611SASL - - - - - - - - - - - - - - - - - 3 - - - - - - - - - r- EGRESS EGRESS EGRESS W d. 14'-1" 6'-11'/z" 14'-1" 0000 5'-6" m =� 5'-6"PLT HT IT H O m N BEDROOM No. 3 N w 31-11" 2'-2' CATHEE RAL CEILING BEDROOM No. I M O \ ' m w M oo EDROOM No. 4 O �. I fY1 ' o M SHO ER - N ^ \ I — — — — — — — — — — — — — — — — — — — — — — — — — — — - I I NJ - - - 1 - - 1 _ O l I I t; I 48" CHIMNEY ' O `i n♦ 2X6 PLT HT CHASE T: ivy O r jSTE ® QVEEN R O QVEEN7m _ FLUE 2'-6" 2'-6" BENCH - , „ , 11 3 " , 11 , " " �t 8-7 7-0'/z 2-4 - 15-0 5-1 11,-3'/z - Drn a STAIR HALL =N L,, D BATH _ 1 00 I N m No. 2 NICHE 'h RAILING o m I ' I 1 I I I 1 I I 1 1 1 1 1 1 1 M I I _ _ W66" 00 -911 r 1 3' -0" 1 I 1 I 1 1 I I I I I 1 1 I t•; 1 1 1 I 1 I 1 1 I 1 1 1 1 1 1 NEn SH ER 1 1 1 I 1 1 1 1 1 1 1 r I DN I I 1 I I I I 1 1 I 1 1 1 2'-6" — I O O r — , 1 I I 1 1 1 I I 1 1 1 1 I 1 4'_0"-_ _- BATH No. 3 I ATTIC I mN ce W Z Z rA HALL - - - - - - - - - - - - - - - - - - - - - - - - - - �° - - - - - - - - - - - - I STAIR I - - - - - - Lu Q 81-0'/z" T 14'-511 i 12'-0'/z" I I I `�' I I I � I O H O 10 00 - I I LOFT No. 2 I �„ 3'-0" I 7'0"PLT HT LOFT No. 1 I I T-5"PLT HT I ~ LG WM3600 HVA I 10'-6"CEILING I - I - ONT LOAD WASHE 24"w 30 1/4"d 39"h i I I - ATTIC No. 2 ' LAUNDRY m ATTIC No. 1 - i i SLOPED CEILING =N N - Ln oO SLOPED CEILING 0 LG DLG3601V I I \ r 1 RONT LOAD DRYE � - ♦ � � 27'W 301/8"d 39"h / I I \ v CXW24 I I CXW24 X I I _ _ _ m — — — — —2X6 PLT HT — — — — — — — — — — — — — — — — — — — — — — — 2 6 PLT HT— — — — — — 0— — m .+ S a I I N ri m 0 E � o :i: EGRESS A C75-3 U 5'-011 5'-011 14'-8'/2" 14'-81/2" 5'-011 5'-011 f\ o Lu 15'-011 29'-511 5'-01' 10'-011 5'-0t101 Q 101, 65'-311 40 ' u-t Eml< d U O A � N C AC BZ' U N E PROPOSED 2ND FLOOR PLAN N S PROJECT NORTH SCALE: 1/4" = 1'-0" W � ` DRAWN: MH/MS �( SCALE: r 3 JOB#: 10/4/2023 SHEET NUMBER: A- 8 i REVISIONS: ------------------------------------ ---- -__ ----r --------------------------- -----_-------, I , I , I , I , I , I , l , I , 1 1 i 1 I I I I , 1 , I i I , 1 ! 9 d + i 1 i + t ' i t + 1 I t i 1 1 + \ i — -�Vu304b — — — — — — — — — — — — FWH906115ASL — — — — — — —1 — — — — — — — — — — — �W�046 — — — — — — — — — — — 1 EGRESS EGRESS ' EGRESS + (3)9-1/2-ML HDR ; (3)9 1/2 ML H (3)9-1/2 ML HDR Lu J 2X10 CJ (a,)16"OC „ 2X10�J (a,)16"OC CN \\` i v I ' I ce i C 1 I ' o < I ' Nr+ `` O t +,r ♦` — — — — — —'i — — — — — — — — — — — — — — — — — — — — -- I ` /►� Wl Cie L , � I N e ,' 0 2,4' 2t_6 Y-O" 2'-6" 2'6" 2'-4" (4)2X6 0 O (4)2X6 I ! I POST ; + ;o POST + v 2 t ____________________.-,_--------_ --.--.___ _ .-._------_--_.--_------------___ _ - . - - -O _.O_————,.————————————————— ——————_0 ——_——,—_._——_..——— ——_———--______�I_ ' O N `O (4)2X6 I I N I I POST o I I I U i I i \ r• I 711 I rTl 1 ' N , O O I 1 1 1 1 1 I I I aI 1 I ,• , `♦ I 1 r'+ IDN 1 1 i I I I I I 1 I I I 1 '+ ` 2'-6", r — — — '1 ^ ' I. -_. _ --' - --_'-'" -- _.m_ _"--- - -- --- ------'---------- ce I uM U 4'0" I I w Lzl X — — — — — (3)14"ML FLUSH BEAM "--o C W '�rT1 z ` - N r — I - - - — — — — — — — — — — — (4)2X6 - (4)2X6 — — — — — — — — — — — — — — I — r - - - - - N Lu ^ W ' T POST �' � '7a3T — ' I 1 0 II I I I I I O lO L - - - J y: I o O k O 3'-0° 1 , ! 1 N + / 2X10 CJ 16"OC 9-1/2 ML HDR I I " r C/l (3)9-1/2 ML HDR i 6� > r cil CXW24 I I I CXW24 r _ - — __ —-.....___.- .._.._._. _ ..___. .._..__. _.. ..__._ m I � cj �I I \ !� D az " � 1 I I t -- ------- � d1 1 (3)9-1/2'ML HDR , j ; Ik 0 t' U I I 1 4 EGRESS U r- A -__ CXW145-3 _ -- ------------------------------------- --- --------- - -_ _----------------- V 1.2X6 EXTERIOR WALLS,DF#2 @16"OC. 10.ALL SHOWERS TO HAVE NICHES.WAINSCOTTING, BUILT-INS,AND ADDITIONAL INTERIOR FINISHES AS N 0 LLI B 2.EXTERIOR WALLS TO BE SHEATHED WITH 5/8" PER INTERIOR DESIGNER AND APPROVED BY OWNERS S CDX PLYWOOD. PRIOR TO INSTALLATION. Q_ 3.INSTALL 18"CEDAR SHINGLE SIDING WITH 11.SUBFLOOR TO BE 3/4"ADVANTECH.INSTALL WITH 30#FELT UNDERLAYMENT OR APPROVED EQUAL. MANUFACTURE APPROVED ADHESIVE AND RINGSHANK NAILS.FINISHED FLOORING/TILE AS SELECTED BY 4.ALL EXTERIOR TRIM TO BE AZEK VINYL TRIM. INTERIOR DESIGNER AND APPROVED BY OWNERS. 111 F- 5.ALL EXTERIOR OPENINGS TO BE FLASHED WITH 12.GENERAL CONTRACTOR TO REVIEW COMPLIANCE AS 'Q VYCOR SELF-ADHESIVE FLASHING AND LEAD PAN SHOWN WITH PLANS.INSULATION R-VALUES ARE THE V AT DOOR WAYS.WINDOWS AT BATHS AND MINIMUM REQUIRED AND SHALL NOT BE LESS UNLESS Q SHOWERS TO HAVE VINYL JAMB LINERS.ALL HARD- VERIFIED AND APPROVED BY ARCHITECT.INSTALL WARE TO BE SELECTED BY OWNERS.ALL EXTERIOR SPRAY FOAM CLOSED CELL INSULATION IN RAFTERS to DOORS WITH LOCKS TO ALL BE KEYED ALIKE. WHERE EVER POSSIBLE. FLASH AND BATT EXTERIOR WALLS Q AND INSULATE FLOORING WHERE REQUIRED.FINISHED yr 6,ALL EXTERIOR FASTENERS TO BE STAINLESS STEEL. BASEMENT TO HAVE MINIMUM R10 UNDER THE SLAB AS N REQUIRED PER NYS ENERGY CODE. N 7.SIDING STAIN AS SELECTED BY OWNERS,INSTALL PROPOSED 2 N D FLOOR PLAN PER MFGR.INSTRUCTIONS. 13.GENERAL CONTRACTOR TO COORDINATE TESTING FOR HERRS AND AIR SEALING TESTING. SCALE: 1/4" = V-011 8.INTERIOR WALLS(2X6,2X4-SEE PLANS)WITH VARYING HEIGHTS. 14. INSTALL COMBINATION SMOKE AND CARBON MONIXIDE V DETECTORS IN ALL BEDROOMS AND OUT AS NECESSARY.ALL tD 9.APPLY 5/8"GYPSUM BOARD THROUGHTOUT AND DETECTORS SHALL BE HARD-WIRED WITH BATTERY BACKUP MOISTURE-RESISTANT IN BATHROOMS.SHOWERS AND BE INTERCONNECTED THROUGHOUT THE HOUSE. TO HAVE CEMENT BOARD AT WALLS(TYP),TAPPED, 40 COATED AND SEALED PRIOR TO INSTALLING TILE FV . p{ DRAWN: MH/MS ,gyp ► SCALE: JOB#: 10/4/2023 SHEET NUMBER: A- 8a i REVISIONS: C -- -------- - -------- -- � _'------------ --------------(4)2X4- ------------------------- -------'^` it POST , d , BIII I I 'III I p ' I I I I I I I I I I I I III 1 5 I 12 12 i 10 1017 2X10 RR(@-16"OC 2X8 RR 2X8 RR l 1 I --___--.. ---_--_-___ ---- -------------- --- --- ---. --_.-_ _ _ _.____. __.__.__._. ___._...___ ___ .. __.. __. ____ _._.-_-_--_..._ __ _._ ___._... _.._____._ //�� con ------------------------- -------------------------- -------- - - --- --------- ----------------- -------------------- -------- \ I IPyt s W; O --------_nn --- --- ---._ ___' .x x «a :..a..:..�..r _ _. _-'_..,�. -.:..a 1' ''a-:;..m � 7' --------40---- -__--'_----_-_- r_,..,. ° V I ! b + --------C, ---- --,_dp-------- t4 •• 11 1* r.r.j'.__._.—.._�____._.__.� _JS..a.a_r-" " I 1 ` " 5, .-_.--_'--- _--_ ---..{7 ^--_-.•- -_ �* .............ii W1 1 » - •___ »..ra as ----•___- -_-__... o-«r««..» --_-__.._.._____ 1� 4 I ¢ W 2X10 RR(d16"OC 2X10 R ib"OC Ca A ., 2X10 RR D16"OC g• Ik t _ w 1 �t ik 1 12 � + A' Ip T ,4 t 12 + YI is 1 W m, le 1 12 10 IR b �! ; 10 ° RI �, 1 mt 11 10 # d' °g 1 i \, 2X10 RR�16"OC ^ 14 e i w I t, !, a wf n 11 w tll q! r III hr-'� 0 I`l ¢ It 1 �, ° y..am,- rxraxa-0 4a. -_.r.r.q 1 � ° ql It e a a,...aa•. °, 1 I I O .,»«»,.N... .«�,n.u :4 g �g e •'7G a 4 [-! < , a,. z « a Y I, m (3)'2X4 2X10 RR(@16"OC ° 4 . 2X10 RR(@16"OC N e r 2X10 RR a 16"OC -. 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" LOWER + 11 \ / CN 14 1, I 3 9-1/4 ML I RIDGE f ' I 3 9-1/4 ML U to q yyI ° 1 (3)2X4 POST bTOHDRBELOW 2'.' aa;:„a«aaa«xr.ma,.xraaarama«anar aV rrrn«nrnanrn»nmn_q12 r (4)2X4 10 POST C 9-1/2 ML RIDGE I III z zAa t ^ 1! W 1 5 1 I I I I I I r»r r a r x x a a a a + b it m I I U ° I 1 O � Cie O " WC c i ' i 1 4 c1' O N ' I I 2X8 RR(a?16"OC I M It It l p 4 if M I r t a q 1 I n z I ° RI V I I (OVER FRAME) 1 1 ° q O I p a (4)2X4.........�. Y (4)1X4^ a _ 4 (4)2X4 (4)2X4 r _a x x x a x x» »--------- -POST I my _ 1. -n r_«n»«»�.a• POST. a,t m { POST w POST 1 1 , o R � —ce It h,:Is a, !1°, 1 + t7 ° „.-. _-__-«-------_----«-,.-....�..- «.".1< X 1 4 q! _O 12 IE iI 4 RI N I I 1 .e 5!^ h N � C�\• ' It p i I.P 1 4 12 O j°h Im 4 y .. - °12 01 i I cel tJ' C O to j q l + 11 q I !' ° d 12 y- -------------'-`- _-- `."f r� r ' 2X10 RR(a i6"OCs' -_._ _ _-_ =°i r -� d z' I I ! I a Z __ ! - - lL It i __._____- __ ._-,+ s 2X10RR�Ca?16"OC It r ' --- ------_---------.--------------------------------.------`- , 0 4 U d) Q) U 16"OH(TYPICAL) ___ .-._ _ ______ ia-r x«m r-n«a m n«a-bto _--_._- .._....__._ «. ._.__..__-__-.,Y wep _.. _... ._.._. .. ... _ .. ..._ _....._, w.m_w•t� nu. nn N e 3 1111 !,II !!f! IFII 0 IlII i%II !ifi Jill I I', Itll Ilia Il11 1.INSTALL 3/4"SUBFLOOR OVER ROOF FRAMING.INSTALL ALL VALLEYS,HIPS AND INTERSECTIONS TO BE FLASHED. 1+{t I•I• 11,1 I,11 V O VALLEYS AND INTERSECTIONS WITH CHIMNEY TO BE FLASHED I+!+ 1:!! t+il 0 51I. r+ ;o ;o WITH LEAD COATED COPPER(TYPICAL).INSTALL ICE AND WATER BARRIER ALONG PERIMETER AS REQUIRED AND 30# Lu I+i 1117 d',i f1'I ':l oc a 4 G� FELT UNDERLAYMENT FOR ROOF. FLASH ALONG EAVES AND ,1 , ,'!' it RAKES(TYPICAL.). 1-1/2"THICK PLYWOOD 2. CHIMNEY TO BE FRAMED AS A STUD WALL,SHEATHING AND LAMINATED RR @16"OC 1,�1 r ppr-' _________ ________r _ r CULTURED STONE WITH STONE CAPPING.METAL FLUE TO to INSTALL IN CLAY FLUE THAT PROJECTS TO OUTSIDEP4- I. 3.INSTALL PRESSURE-TREATED CENTIGRADE CEDAR SHINGLES ON THE ROOF.SHINGLES SHALL BE BETWEEN 1/4"-3/8"THICK.ALL N FASTENERS(NAILS/STAPLES)TO BE STAINLESS STEEL. 4.16"OVERHANG AT GABLES AND HIPS. INSTALL AZEK(OR EQUAL) FOR FASCIAS AND FRIEZE BOARDS.T&G AT SOFFIT(TYP.) 5.GUTTERS TO BE 1/2 RND PAINTED(PROVIDE OWNERS OPTION U B WITH LEAD COATED.ROUND DOWNSPOUTS MATERIAL TO MATCH GUTTERS.ALL DOWNSOUTS TO CONNECT TO DRYWELLS E AS NOTED ON S-1.DRYWELL LOCATIONS TO BE ADJUSTED AS PROPOSED ROOF PLAIN PROJECT NORTH REQUIRED WHILE MAINTAINING MINIMUM 10'SEPERATION FROM HOUSE,5'FROM UNDERGROUND UTILITIES,10'FROM SCALE: 1/4" = 1 h-Ohh N 5 W UNDERGROUND WATERLINE,AND 20'FROM NEW SEPTIC SYSTEM. kN �y1 cot ' �... DRAWN: MH J MS Wr/L �► SCALE: JOB#: 10/4/2023 SHEET NUMBER: A-9 I REVISIONS: ,e (2)16'ML RIDGE I (2)1-3/4X14 ML RIDGE 3)9-1/4 ML 12 4� 16"OG ��J) X1 2X10 RR�°' (4)2 X4 y POST l L� 2X10 C1 @16"OC 2XI0 CJ @16"OC 1 }y}( ' a•1' 1 1 , 1 1 1 LAUNDRY STAIR HALL BEDROOM No. 2 1 - ; 12 1 1 12 I 10 1 1 10 ' 1 ' 3/4"SUBFLOOR (2)14" ML (4)14" (3)14" (4)14" 1411 TJ1560 FJ @16"OC (4)14" (4)14" 2X8 ML ML ML ML ML @16"OC W C) MASTER BATH MASTER BEDROOM Q / / O 2X6 OVER W12X35 3/4"SUBFLOOR O 14"TJ1560 FJ @16"OC 4"TJ1560 FJ @16"OC Q-i d,. (3)14" 4. • ML :a :a tb� Lbti d •e :e BASEMENTto :s . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. CROSS SECTION A i SCALE. 1/4 - 1 0 W z zW 12 (2)16"ML a Q x 10 (2)1-3/4X16 ML RIDGE O U II II II 11 11 II 11 11 11 II II � O (2)1-3/4X16 ML RIDGE ,' „L II II II II II II II II 11 II II � � II II 11 11 11 II 11 11 11 II it 11 11 II 11 11 11 II 11 II 11 II II 11 II 11 11 II 11 ll 11 11 11 II 11 II 11 11 II ,I 11 11 If I1 II II II II 11 � II II II II GABLE V(2141"ML 2X10RR @16"OC,III 11 II 11 11 „ IIIIII11VALEY II 11 11 II Il 11 I, II II II I1 TRUSS 11 n n n n n n n n n n n n n n n 2X10 CJ1@16"®C a 11 u n II n n n n n n n u n n n n n n 11 n u u n n n n n n n II u n n n u n n n n n u u II n n n n n(3)14'1 ML 2X10 CJ @16"OC u n n n n n n u n n n O II II 11 II II 11 11 II 11 11 11 II n n n n n n u u n n n n u n n u I I n n u n n n n I IRE 11 II 11 11 II 11 11 II 11 11 11 II 11 cIl Q 01 n n n n n 11 11 n n If u n u r V � BEDROOM No. 3 � m � � � x p = xLL ou STAIR HALLLn LOFT No. 2 TUBE STEEL OR EQUAL D7 Q AT BALCONY FOR 4 U +' CURVED RALING(VIF) m U r-- 2X ACQ SLEEPERS OVER U 1 j I EPDM,FLASHED(TYP) N 3/4"SUBFLOOR OVER 3/4"EXT.SHTG.LU -0 I 1 LAMINATED 14"TJ1560 FJ @16"OC — — — — — — — — — — _ — — _ _ _ _ _ N 111 (2)14"ML w/1/2"X13"STEEL FP RR @16"OC 14"ML@16"OC AT 2ND. FL.BALCONY LOCATION (SISTER DJ) BLOCKING DBL 2(TA SOLID BLOCKING W12X50 W16X31 (fAPPERED) AT CANTILEVER ,>y I (3)2X10 GIRDER ; ; w ' HSS 4X4X1/4 H � TUBE STEEL V COLUMN LIVING ROOM O 1 1 12X12 COLUMN ENTRY HALL N N 1 1 1 1 I ; 2X10 WALL 6X6 ACQ POST � � µ, jA 40 1 I 1 1 ! N � � 3f— ' _ 6„w 1-1/2"BLUESTONE 6"w 3/4"SUBFLOOR 1 1 d 1-1/2"BLUESTONE d 4"PC SLAB w/ • •• - 14"TJ1560FJ@16"OCfflSfflSfflS 14"TJ1560 FJ @16"OC a :•• • •� 6X6 1.4X1.4 WWF V • �4"PC SLAB w/6X6 1.4X1.4 WWF : ;e to ►; 4„w W12X35 MIN.1/2"GYPSUM UNDER FLOOR FRAMING 4„w 6 •. • :° 2"SHELF u • , 2' SHELF •b.• .1 8"PC, 1 WALL i 1 A a ,�•a �'• WALL' :16X16CONC.PIER •••w d•• ' AT COLUMNS d'• _ ••------ gyp) i.: HSS COLU TUBE MN •b� • • •8"X16°FTG a i° .�i ' ' ° ' �` , 8"X16"FTG bti� � .. ° (2)#5 REBAR , \b i � (2)#5 REBAR 12 PC WALL •••�° 4 �it1 DAMPPROOF �•a e. 6 k •e 12 PC WALLDAMPPROOF . ..I ; •b•• 4"CONC.SLAB DRAWN: MH/MS 1 N SCALE: JOB#: i e•� 14 AC�SWd%AA/XXf�,,�14e}'yY{-U•�'oP if le#�A•t"M°'1'B�OT�p1yl,,n e'a'•'% * •�w,„,, kS..�. stZir r 1.0/4/2023 A 'SECTION B 24"X12"FTG SHEET NUMB ER:4 (3)#5 RBAR REEP (3)#5 REBAR // v A- 1 0 i REVISIONS: 12 4� 12 10 12 10 12 (4)1-3/4X14 ML RIDGE 4 9-1/2 ML u n u u u n n u n n u u n RIDGE n n n u n u n u n u u n u I 12 1 11 II II 11 11 11 11 11 II 11 11 11 11 1 w 4 SOUP,KG i ii n u n u u ii a 2X10 RR @%"OC ----__ _ I u u u n u n u n u n n n u I 2X8 Cl @16"OC I n n u n u n u n u n n u u I n n u n u n u n n u n if If I BLOCKING O (.I.YP) (3)9-1/2 ML W8X48 MUDROOM LAUNDRY I 1 1 I I 1 1 1 I 1 OUTDOOR HSS 5X5X1/4 I 1 1 ^ KITCHEN I TUBE STEEL COLUMN I 1 � STONE FACED OUTDOOR a.d 1 1 CABINET I I 6"w /4"SUBFLOOR 0 0 TDC, L-i Li 1 1 1 1 ' •• 14"TJ1560 @16"OC I I I •�' MIN.1/2"GYPSUM b•• ' ' • 2"SHELF �`,a 4"w UNDER FLOOR FRAMING W12X35 4"w 'L'� a, • •. • .. •. • •. •. • •. • •. - 8"PC : I L6 p1d,• 2"SHELF' 4"PC SLAB w/6X6 1.01.4 WWF �.• •� 8"PC � WALL 'L �� • •. ' � Fe)C? p'• I A• �•�� 16X16 CONC.PIER . WALL �. m a• •e AT COLUMNS � 8"X16"FTG b,; ;; 8"X16"FTC (2)#5 REBAR :S HSS 4X4X1/4 6 ;6 L;�d TUBE STEEL �L tid (2)#5 REBAR 6 12 PC WALL ; :i COLUMN a�b:p 12 PC WALL DAMPPROOF q.Q >aq a DAMPPROOF E• 4"CONC.SLAB L�d. •. • •. • y. ►Pr�.d° drL °. � 24"Xi2"FTG 4.5'X4.5'X1.0'FTG 24"X1�2�."d.FT° GO O (3)#5 REBAR w/(5)#5 REBAR ew (3)#5 REBAR Un (2)16"ML RIDGE (2)16"ML RIDGE (2) 16"ML RIDGE > Q � a a o CROSS SECTION C p 2X10 RR pOS (2)16"ML RIDGE pp5 2X10 RR 2X10 RR I5 SCALE: 1/4" = 1'-0" @16"OC @1 "OC , , @16"OC 1 1 1 1 (3)9-1/2 ML (3)9-1/2 ML (3)9-1/2 ML I (3)9-1/2 ML VALLEY VALLEY VALLEY ; VALLEY (3)9-1/2 ML ; i (3)9-1/2 ML VALLEY ' ' VALLEY 1 1 1 1 1 1 1 I I I . 2X10 CJ @16"OC (4)9-1/4 ML 2X10 CJ @16"OC 2X10 CJ @16"OC 16"ML RIDGE m � � r U m m r BATH No. 2 STAIR HALL LOFT NEW 3;PuOLA m o u O WEATHERVANE 0 Z u At u � 9-1/2 ML RIDGE BJ S SL (3)14"ML 0 r 3/4"SUBFLOOR / 3 4"SUBFLOOR 8 @ C BLKG `� .V BLKG (TYP) EXISTING TO REMAIN U m (TYP) - #I 14"TJ1560 @16"OC 1 4. 14"TJ1560 FJ @16"OC (REPLACE/REPAIR AS REQ.) m N 2X8 CJ (3)14"ML (3)14"ML (3)14"ML (2)14"ML 2X8 CJ @16"OC 2X8 CJ @16"OC N Q) � 16"OC (3)14'ML MASTER ML w/ p BATH (2)1/2"xl3" ADD HANGERS m PLATES AS REQ. ADDITIONALFwl ADD SH N(2)14" L 111 PANTRY ITC EN rR '4 WALK-IN U CLOSET 45 MIN.FIRE RATED DOOR w/SC HINGES,STEEL JAMB EXISTING GARAGE TO REMAIN SHEETROCK WALLS AND CEILING w/5/8"TYPE X GYPSUM GARAGEEA1,11 N + 3/ 'SUBFLOOR N 714-rJ1560 FJ @16"OC t (2)14"ML W12X2 W12X 5 14"TJ1560 FJ @16"OC W12X45 W12X22 (2)14, ML ( 6ti 6• W12X22 ` b �• r V. ► e: HSS 4X4X1/4 :• ' TUBE STEEL ':6 10"PC WALL w/ �L COLUMN L #5 REBAR @16"OC S. b• EACH WAY A'+A' •e r ►• L1 � e1 �} x • ' .d •dp.• y� p•'�.= I• I ,.A" Y• •e.r�.d 1 I .d4�� y� p"�.d v �.d �'�`°" f ,° DRAWN' MH/MS ;. ' :P p'w • '°'"v: �•w : •-------------� •Y.°�"v: e•w! -------------' 'Y.°�•'o: p•w• : p'w• '. SCALE: 9 •4.5'X X4.5'X 1.0' 24"X12"FTG t• L�lZ�J d'► JOB#: CONCRETE FOOTING w/ (3)#5 REBAR (5)#5 REBAR EACH WAY OF a..,r.r+t• 10/4/2023 n CROSS SECTION D SHEET NUMBER: 1 15 SCALE: 1/4" = 1'-0" A- 11 l REVISIONS: 3 3 3 Generated by REScheck-Web Software 11/4 Compliance Certificate 1 1/4 1111/20 1 11 1/4 11/4 1 1/2 11/4 o LAV. LAV. o W.C. W.M. W.C. Project BROWNE SH ER li�l BA TH 1;�, 171______9 Energy Code: 2018 IECC Location: Southold, New York 2 1 1/2 11/4() Construction Type: Single-family C.O. 1 3 1 1/4 �C.O. 3 2 Project Type: Addition C.O. Climate Zone: 4 (5572 HDD) 3 3 3 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1645 CALVES NECK ROAD 1 1/4 SOUTHOLD,NY 11/4 11/4 1 1/4 1 1/4 1 1/2 1 1/2 +11/4 - 11/4 1 1/4SINKLAV. LAV. CW.CLAV. 13" Compliance:�2 6/Better Code a ��4 s D.W. W.M. F.A.I. ° e Maximum UA: 696 Your UA: 678 Maximum SHGC: 0.40 Your SHGC: 0.30 SH ER B H 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. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade 2 J1/2 assembly in the specified climate zone must meet the minimurn energy code insulation R-value and depth requirements. 11/4 11/4 E3n 3 11/4 11/4 C.O. I �1 C.O. C.O. I C.O. I CO3 I33 Envelope Assemblies 11/4 �, a tt ^.."` Rr:»^t:If"..: #tY- '.I!t,h � t °kr J•: R0 4.; 11/4FSHCWER Ceiling 1: Flat Ceiling or Scissor Truss 1,393 30.0 0.0 0.035 0.026 49 36 SI LAV' W.C. Ceiling:Cathedral Ceiling 256 30.0 0.0 0.034 0.026 9 7 nw 1ST FLOOR:Wood Frame,16"D.C. 2,384 20.0 0.0 0.059 0.060 114 116 Door 1: Solid Door(under 50%glazing) 21 0.280 0.320 6 7 Door 1:Glass Door(over 50%glazing) 92 0.300 0.320 28 29 SHGC:0.24 O 2 2 1 1/4 3 Door 1:Glass Door(over 50%glazing) 51 0.310 0.320 16 16 O C.O. I I C.O. SHGC:0.22 3 3 Window 1:Wood Frame 59 0.270 0.320 16 19 SHGC:0.34 Window 1:Wood Frame 156 0.300 0.320 47 50 h� SLOPE" 1/4" PER FOOT PITCH TO DRAIN 4 SHGC:0.31 Window 1:Wood Frame 5 0.270 0.320 1 2 SHGC:0.34 TO APROVED 4"C.I. SEPTIC SYSTEM Window 1:Wood Frame SHGC:0.34 65 0.270 0.320 18 21 TRAP HOUSE BASEMENT:Wood Frame,16"D.C. 1,167 20.0 0.0 0.059 0.060 65 66 Door:Solid Door(under 50%glazing) 33 0.280 0.320 9 11 PLUMBING SCHEMATIC Window:Wood Frame 32 0.300 0.320 10 10 SHGC:0.29 SCALE: NOT TO SCALE 2ND FLOOR:Wood Frame,16"D.C. 2,136 20.0 0.0 0.059 0,060 114 116 Project Title: BROWNE Report date: 12/01/22 Data filename: Page 1 of 2 2" 211 2„ A �D0C) 2„ ° °Q ° 2" ® ° ° 2„ h.+•i W z W Z Q � x 0 U � O FASTENER TYPE: SPACING: Sinttlld 'at+-, !tdr a7S`4.11r t - ,-, No.8 WOOD-SCREW Window 1:Wood Frame 89 0.300 0.320 27 28 SHGC:0,31 BASED ANCHOR WITH 16"OC Window 2:Wood Frame tin.EMBEDMENT LENGTH SHGC:0.34 120 0.270 0.320 32 38 No. 10 WOOD-SCREWS Floor:All-Wood joist/Truss 2,648 21.0 0.0 0.044 0.047 117 124 BASED ANCHOR WITH 16"OC Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other O tin.EMBEDMENT LENGTH 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 mandatory requirements listed in the REScheck Inspection Checklist. N 1/4in,dia. LAGSCREW t'1 0 BASED ANCHOR WITH 16"OC 01 to U tin.EMBEDMENT LENGTH ° ° ° ° Name-Title Signature Date X -� v °O O° 3/4"APA PLYWOOD 1/2"APA RATED SHEATHING SHEATHING Q Z _V GRADE PLYWOOD 6 0 4) 0 � (ALTERNATIVIVE:7/16"O.S.B.) ® ° ° ° ® ° 'o � cfJ .- � 0 It U Q 1/2' APA RATED SHEATHING L C 4 GRADE PLYWOOD ® O U (ALTERNATIVIVE:7/16"O.S.B,) Q) O ® O O ® co N Q O S FASTENER TYPE: SPACING: 2X4 DF#2 OL r--- No.8 WOOD-SCREW STUDS BASED ANCHOR WITH 10"OC ININDOW SILL tin.EMBEDMENT LENGTH TYPICAL WINDOW OPENING No. 10 WOOD-SCREWS BASED ANCHOR WITH 12"OC Q PANEL SPAN EQUAL OR SMALLER 2in.EMBEDMENT LENGTH U THAN 4 FEET 1/4in.dia.LAGSCREW BASED ANCHOR WITH 16"OC 2in.EMBEDMENT LENGTH PT4 o ° ° TYPICAL DOOR OPENING MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: PANEL SPAN GREATER THAN 4 FEET 2-2X4 DF#2 STUDS CONNECTED AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH 8"OC Q THAN 6 FEET „ tin. EMBEDMENT LENGTH 3 AND NUTS @ 2 0 O.C. No. 10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BnSEMBEDM CHO LENGTH PANEL 1,9CC PANEL SPAN GREATER THAN 6 FEET �^ 0 1/41n.dia.LAGSCREW ' � AND EQUAL OR SMALLER ' Q BASED ANCHOR WITH 16' OC THAN 8 FEET 2in.EMBEDMENT LENGTH + ; t' WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL .0. AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/161r Project Title: BROWNE Report date: 12/01/22 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO Data filename: Page 2 of Z DRAWN: MH/MS COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL SCALE: CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. JOB#: ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. 10/4 N SHEET NUMM BER: HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. A-12 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° ° RAFTER WALL STUD ENDWALL CRIPPLE STUD o ° BOTTOM PLATE o RIDGE el LEDGER BATHTUB ° HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER EESCRIPTION APPLICATION FOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR FOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APP_Y OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADE2_!OD.j ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER RAFTERS MAINTAIN SILL PLATE(S) WALL SHEATHING VENTILATION WOOD JOIST NTA SIDEWALL FLASHING FOUNDATION '_ TOP PLATE BLOCKING ' - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA / BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF -GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS 1�uRESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIFTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"00" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS ACTION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ' INSTALL 4'0" O.C. � CONNECT TO ROOF VENTILATION OVER BEARING WALLS AND HEADERS/ 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTERI SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL / ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT O WOOD JOIST W Z TOP PLATE GIRDER/HEADER SIDE WALL FLASHING WOOD JOIST 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" RIDGE VENT FOLDS / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. OVER RIDGE RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS NFORM 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OFO ROOF TO SLOPE ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS PLATES TO EACH STUD O DB L. SILL PLATE M TERMITE SHIELD r SUB FLOOR cn m � V SILL GASKET WOOD JOISTS 01 i- Q) / x -� U ` NEOPRENE () '� m CONC. SLAB GASKET . 2x6 /2x8 CONTINUOUS WOOD PLATE to TYP. CONC. FOUNDATION A 0 6 MIL. POLY Vy I BOLTED TO STEEL BEAM WITH x U DAMPPROOF EXTERIOR s V GRANULAR FILL 6MIL POLY ON EXTERIOR .00 1/2 DIA. BOLTS @ 48" o.c. STAG. Q Z u- R ° VSTEEL COLUMN I U p A 4 ° 4 ^,p r° ° ROOF JACK \� ,�•` �� STEEL BEAM s Q c ° C CONC. SLAB ANCHOR BOLT EMBEDMENT: �� I 1 �� s It U p 4" x 1/4" x 8" STEEL O m m` POURED CONCRETE: 7" r— a) COMPACT FILL ° -0 V I i BLOCK WALL: 15" I TOP AND BOTTOM PLATE -_, Q) ,a h ROOFING LAPS ., V ° ° d ° p FLASHING AT . WITH 1/2" x 6" ANCHOR BOLT t!1 o N KEYWAY FOOTING c 6� a �'p ° ^ CONC. FTG. p Q`p G c USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2" GROUT 1 c o 4 ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) ��` O UJ I I 3" STEEL COLUMN p Q REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) OL SILL PLATE TO FOUNDATION ROOFING AT BOTTOM , CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL SILL PLATE TO FOUNDATION STEEL W TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION / WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL O � I � SUB FLOOR CONC. SLAB I I DOOR FRAME 1 4* 6X6 10/10 WWM GARAGE JOIST � N COMPACT FILL DOOR G USE 2X8 STEEL BEAM (� FOR BLOCKOUT p�� •Q t 4" SLAB tt - P.T. PLATE ` ` W/ 6X6 WMM ° I Iv SLOPE 3:`-5. 4"DRIVEWAY ---� NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR S ACE < 1 4 1 ° (WITH A NAILING PLATE IF NEEDED) ` ..•,n.' . AT END AND 3 ." � 1 - �,y;•,� ES OF WOOD o p D D :° ° ° ° a as ° ° STOEEBL BEAM OTO 1ALLOW FOR SHRINKAGE GRADE Q ��;;�'-� „�---«---- ° C ° Q , 4 I ;'c BEAMS T_ -_ j�'�— " ° ° (PROVIDE STRAPPING TO KEEP JOISTS AL GNED) Y1 —I I I LI I ° a° a a IL ,, 6X6 W.W.M. - ° r. O p II-II- III�II�IIE 12" n ° i i=i I1T SUB FLOOR MIN. ° ' D ° D ^ �'4 �'4 � ° _NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM „ ' �E�a ° NOTCH EQUALS 1/4 DEPTH OF BEAM i i-1 - • <1 REINFORCING BAR , -I I a p ° u . D REINFORCING BAR v a ° c GIST DRAIN TILE �f�►I -� •a d° SHEET METAL / 30# FE_T UNDER BEAM AT POINT iIL � . d �,'A �° � �° ° �� STEEL BEAM 12 OF CONTACT WITH CONCRETE OR CONC. BLOCK llT_iii�Ti-F,u i =iif_ -Yr °a a 3„ PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. cA SHIMS TO LEVEL BEAM ' ` ' REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SLRFACE FOR WOOD BEAMi�` � ' DRAWN: MH/MS GARAGE DOOR BLOCKOUT c `x SCALE: BEAM POCKET JOB#: •^ r :+� i s.:. ., 9/7/2023 SHEET NUMBER: • ` ;XZ'� • - 13 I REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES I 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3RESIDENTIAL 1-1/4 x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT SEE PLANS TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOTAL SQ. FT. OF CONSTRUCTION ( ) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA UNIFORM CODE CEILING JOIST 8 WALL: 3-8d COMMON EACH ( ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL: 4-8d COMMO JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF) R301.5 DESIGN DEAD LOAD(PSF) R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL UNINHABITABLE ATTICS STORAGE NO ( ) 10 EXTERIOR (LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH U180 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 4 2). ThE! General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: ATTICS WITH FIXED STAIRS meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS L/360 These codes are to be considered as art of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 4o MASONRY WALLS (8"THICK) 80 CEILINGS (PLASTER, STUCCO) U24L/360 p p g FIRE ESCAPES 40 CEILINGS (GYPSUM) U240 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE GUARDS AND HANDRAILS 200 CONCRETE WALLS (6"THICK) 85 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 accordance with table 3.3. TO RAFTER END NAIL GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 20001bs EXTERIOR WALLS (PLASTER,STUCCO) H/360 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END PASSANGER VEHICLES 50 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL EXTERIOR WALLS (BRITTLE FINISHES) H/240 NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ( ) H/12o 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONYWALLS) U600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATEGORY (DESIGNED FOR EXPOSURE C) specific: use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE 2 - 16d COMMONPER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATEE FOOT SEE NOTE: 1 corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE 5). Refer to the Window and Door schedule for exterior openings. 4 - 16d COMMON INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. YP p STUD O.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. HEADER TO 16" O.C. FACE 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7 o.c. at panel HEADER '16d COMMON ALONG EDGES NAIL SMOKE & CO2 DETECTORS) CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6). TYPE ll EXTERIOR SHEARWALL CONNECTIONS:FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY SPACING NOTES MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4- 8d COMMON PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON @ 6"O. . 8d COMMON @ 6" O.C. SEE NOTES: 1,3 9 CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs ) BLOCKING TO: EACH TOE SEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMON INTERIOR ZONE 8d COMMON @ 6" O. 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 6 maximum lifts (layers). alongthe open ceiling art of the building. Connections to the ridge and wall shall be be GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 p g p g• g LEDGER STRIP EACH FACE 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE 7). Darnpproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END � the below grade portion of exterior walls prior to backfillin All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL g P p g• 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES �� g ROOF SHEATHING:I 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2 dia x 7 long anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL g Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nails spacing assumes sheathing to rafter/truss framing members with G>0.49. For Edition'Wood Framing Construction Manual. �� P g g g below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - sec WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING. NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD Ul M WALLBOARD 5d COOLERS 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 °' t- Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: `� NOTES ° -C openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7)• All joists to be supported with hangers and anchors. Each Joist shall also be anchored O X n L NAIL NAIL o openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 11- U- 0 QTY. SPACING z and blocking where applicable. ,n u 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathingwithin 4 feet of the corners, the 4 foot edge zone attachment requirements shall o ' 5). All flush beams/headers to be installed with heavyduty alvinized hangers and PANELS 8d COMMONWFCM - SBC ) g q anchors where applicable to all connecting joists. y g g PLUMBING NOTES be used. t- s 7/16 OSB 6d COMMON3 O.C. EDGE � PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with U m 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. m `o v on plans. WALLBOARD 10" O.C . FIELD to 9 p 2 Verify septic stem with the Engineer for Suffolk Count Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r ) Y P Y g y p pp other access openings unless otherwise noted (typical). FLOOR SHEATHING 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify With the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g p p Y QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. W where applicable unless otherwise noted. STRUCTURAL PANELS 6 O.E. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR HVAC SYSTEM NOTES �� 8d COMMON „ 1 OR LESS 12 O.C. FIELD (5.7 SQ. FT.2ND.FLOOR) MIN.44"SILL-AFF U -4 9). Provide blocking bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists NYS Residential Code R302.11-FIREBLOCKING REQUIRED 0 under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) Q requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. ttn 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 1). to concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor r► levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 equipment supplier. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailingrequirements are based on wall sheathing g parallel rows of studs or staggered studs. ) q g SOIL COMPACTION: U51" CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood Subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. Z ELECTRICAL NOTES shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. : U adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over Subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S. Residential Code. P such as shear plates, Shall be used t0 maintain load path. DENSITY PER ASTM D 698 AND ASTM D 1557 COMPACT THE u 1). All electrical to be installed as per N.Y.S. Residential Construction Code. ( )� SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of Q 13). Al I bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 2). When wall sheathing is continuous over connected � ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING sueFLooR.IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or as 4 . Install Smoke detectors and Carbon Monoxide detectors throughout per section R314 approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM ) g torch down type material over. and R315 of IRC. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G "a� r� DRAWN: MH/MS be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL. INSTALL WITH CAP -1 Is # + SCALE: AND BASES.USE WITH FLASHING CAPS TO °;`f JOB#: COVER TOP + 9/7/2023 �.r Al SHEET NUMBER: A- 14 I