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49367-Z
zr �o�OSUFFaIKcoGy Town of Southold 1/16/2024 P.O.Box 1179 0 o 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44872 Date: 1/16/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 420 Beachwood Ln, Southold SCTM#: 473889 See/Block/Lot: 70.40-54 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/8/2019 pursuant to which Building Permit No. 49367 dated 6/13/2023 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, including covered front porch and partially finished second floor,to existing single family dwellingas applied for per ZBA#7324, dated 10/24/2019. The certificate is issued to Triolo,Joseph&Dana of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1066 1/10/2022 ELECTRICAL CERTIFICATE NO. 49367 6/16/2023 PLUMBERS CERTIFICATION DATED 9/14/2022 h Scanlor utho i ed ignature o�su of TOWN OF SOUTHOLD Gyp BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY `�Ol � �•a ,ti, 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#: 49367 Date: 6/13/2023 Permission is hereby granted to: Triolo, Joseph 6 Woodvale Ln Halesite, NY 11743 To: (Replaces BP#45801) make additions and alterations to an existing single family dwelling as applied for per ZBA, SCHD, DEC, and Trustee approval. At premises located at: 420 Beachwood Ln, Southold SCTM # 473889 Sec/Block/Lot# 70.-10-54 Pursuant to application dated 5/18/2019 and approved by the Building Inspector. To expire on 12/12/2024. Fees: PERMIT RENEWAL $550.40 Total: $550.40 Building Inspector �suFFo���o TOWN OF SOUTHOLD moo. aye BUILDING DEPARTMENT y a TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45801 Date: 2/9/2021 Permission is hereby granted to: Triolo, Joseph 6 Woodvale Ln Halesite, NY 11743 To: make additions and alterations to an existing single family dwelling as applied for per ZBA, SCHD, DEC, and Trustee approval. At premises located at: 420 Beachwood Ln., Southold SCTM #473889 Sec/Block/Lot# 70.-10-54 Pursuant to application dated 1/28/2021 and approved by the Building Inspector. To expire on 8111/2022. Fees: CO-ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,050.80 Total: $1,100.80 Iding Inspector 0�*0f SOUj�,�l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 01yCOU�'�,�a BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Joseph Triolo Address: 420 Beachwood Ln city:Southold st: NY zip: 11971 Building Permit#: 49367 Section: 70 Block: 10 Lot: 54 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE_ Contractor: Electrician: Monaco Electric License No: 31527ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 39 Ceiling Fixtures 22 Bath Exhaust Fan 4 Service 3 ph Hot Water Oil GFCI Recpt 10 Wall Fixtures 12 Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 40 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 2 Combo Smoke/CO 4 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect Switches 46 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW, Micro, Hood, W/D, Floor Heat, Mini Fridge Notes: Two Story House w/ Unfinished Basement Inspector Signature: Date: June 26, 2023 S.Devlin-Cert Electrical Compliance Form E QF so :: nD OCT �Jp g ) 4 Town Hall Annex 1� 1 h 631 765-1802 54375 Main Road " Fax(631)765-9502 P.O.Box 1179 . Southold,NY 11971-0959 Bulldin Deep'* �+ To"vi► Of So, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATIO-N Date: y� 1 Building Permit No. I (? Owner: Plumber: (Please print) j 1 I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 6s - - - - - __ (Plumbers.Signature) Sworn to before me this day of!L&L(iM 200U COLLEEN A.MONTRONY New c.wlV.i✓ Notary Public,State of New York No.01 M06132243 Qualified in Suffolk CountyaJl Commission EXPires August 22, Notary Public, !K _ .Cotitttr ofsooTyO # TOWN OF SOUTHOLD BUILDING DEPT. coorm '' 765-1802 INSPECTI-0 N [ ] OUNDATION 1 ST [ ] 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 REM" KS: DATE INSPECTOR got q SO//lyo6 # # TOWN OF SOUTHOLD BUILDING DEPT:- �o . �o 765-1802 INSPEC ON [ ] FOUNDATION 1 ST [ UGH PLBG./ ( [ - , :OUNDATION 2ND [ INSULATION/CAULKING [ ] frRAIMING/STRAPPING [ ] FINAL [ 71REPL"ACE & CHIMN Y- W(01/ [ ] FIRE SAFETY INSPECTION U"Ll- [ ] FIRE RESISTANT CONSTRUCTI N [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: nw-v - C DATE INSPECTOR*d(l f � �� �SOP SOUI�o # * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ' [ UGH PLBG. [ ] XF - NDATION 2ND [ INSULATIOWCAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �)&MZ ✓_ posilff A� oh.)Alk- Iry _ (�a/ r ✓. cl IA, P DATE I 0 I l 2'12ZI INSPECTOR OF SOUT �� Ll�0 ' eot iA W oorJ # # TOWN OF SOUTHOLD BUILDING DEPT. �ycou 765-1802 INSPECTIO-N , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ l' INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [- ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY'INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT,PENETRATION j ELECTRICAL (ROUGH) [ - ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE I�®. INSPECTOR (``� oP souryO6 # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND- [ 'INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ]- FIREPLACE & CHIMNEY [- ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]' ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMA S: .. z rw2k., Pn r WVr • DATE ID 11I 242-1 INSPECTOR lQk4PZ 4 laE SOUTyO� L4 s7b ol - * # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourrn��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [/ ] PRE C/O [ ] RENTAL REMARKS: --Ih� S' -o t y U A-C/Aloe)- ���!o r r, oulside s al 'cam A L'i v ki/r e Coll ! J - 447 Cel If /sf! j 1/ 7 Co to ► fl DATE Z Z INSPECTOR ho�afog SOUTyO{c 93-tal T N F SOUTH LD BUILD G OO courmN�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: ov� DATE 2 INSPECTOR rf SOUTyo� — — # # TOWN OF SOUTHOLD BUILDING DEPT. `�courm0�` 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU H PLBG. [ ] FOUNDATION 2ND [ ] SULATION/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: I, ovw- �vtn �i 1ciP� DATE INSPECTOR ld ,,.• � ,,# r .mow s d:. t,ik ir h • �rR - yf . �.�• ."•SAT `��:'- R'x �'r - a lry� �._.ram. .,►` w n - ♦y 1. ,.;, y :; r r �,•,> r ` e. AA 'ice - `.,.ate` ( -�_ +rM{'Fr} k•'�`,� ,� aA yl���l�` •� -'i.,-_ 47 ip 741F' �. �t�� /•R.l�j1TRS R f*, �s t � "it'J'�:l'� �,�-.'� �:• '�ti'���� �'Tyl if"••�• yY, .�� • .. ,•1 '. "-�k;7":R .1+. i r � l � 1►r�'�� 4 • * .+ .w , e . -1. r� �r 416 400 rp PM op ( J.�. 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Y#C x C� C� [� � dC D � NOV 1 �Irr I kit t • i, i��'TStr ' a NOV - 1 2023 (I_/ SWIding De Town of So,. r 4 _ ACV � N O V - 1 2023 I r I 202'{ r 6 �� := i , � .� a-� _ U C I v �•' � 0 � w �_J -=-=:.�J Rad�Rnt t4sulRtio4 s . .Mama •-�=-- �� �__"_S."� ., .ram... '„ ,. RUTMING AI�TK®�JY9@RXIDIA►�lTINSULSYYSTEII M . c } RADIAIVTI NSULA77ONSY.STEMS.G'OM CELL 631879-2851"'C)FFICE 63.1924-0500: Date7/31/2023 -rest out No ce Customer Test Site Joseph Triolo Addition-Renovation 420 Beachwood Lane Same Southold NY, 11971 917-748-9702 Description ~ _ TargetT ~ Unit ^ ` Test Result � Compliance ~` Pass/Fail Duct Blaster Test— N/A< cfM25 Ducts in Conditioned Space 2020 NY ECCC <4 cfm/100 sf(Prescriptive—Y N/A Total Leakage No Test Required Mandatory) 2s .. : Duct Blaster Test N/A<,Om Ducts in ConditionedSpace..- s_:�;:HERS'Rating_Method _ N/A e °Leakage To Outside' __ No est,'Re aired . -Blower Door >1,860 cfmsO 37,206 _ 1,225.1 CFMsO=1.98 ACH _ 2020 ECCC<3 ACH_ Pass Nest Out Conditions=74 F indoo"rs;75.F,;Outdoors,No Wind Sta.ndard,Level of A, ccura =:RESNET Multi Point Test Performed;[07-31=2023] •, '' fidi w6-..s n r mow_ I, Anthony Jones, Certified HERS Rater#3808022,Tested and Verified the above structure and certify compliance with 2 HERS , BPI BA, BE, HP, ASHP RadiaAt ImSulatiO4 S tems 177_ - -� ER5B.9�'li�lGst W. Z7"P G°E -RTYM$TING --32 Mfdd/e Isla nd ANTHONYWRADIANTINSULSYSMMS. RA DIA NY MSUL A T PONSYMMS.C OM MI,01;879-2853~OfF,ICE631=924-0� Date7/31/2023 -r> O"t NOtOce Customer Test Site Joseph Triolo Addition-Renovation 420 Beachwood Lane Same Southold NY, 11971 917-748-9702 Description Target Unit Test Result Compliance Pass/Fail Duct Blaster Test— N/A< cfm25 Ducts in Conditioned Space 2020 NY ECCC <4 cfm/100 sf(Prescriptive— � N/A Total Leakage No Test Require Mandatory) j Duct Blaster Test- N/A<-,cfm25 Ducts in Conditio d Space. . HE S Rating Method.: T_,;'': ='` N '.�N/A Leakage To Outside: ,. `No Test R uired . Blower Door >1,860 dm50 37,206 1,225.1 CFMP k 1.98 ACH Xn 2O20 ECCC<3 ACH _ _ Pass Test Out Conditions=74 F indoors,75 F'Outdoors,No.Wind—Stan and Level Acc —RESNET Multi Point-Test°PerfoPmed,[07-31=2023] � I,Anthony Jones, Certified HERS Rater#3808022,Tested an ified the above structure and certify compliance with 2020 NYS EC RS R e , " BA, BE, HP, ASHP ROBERT I. BROWN ARCHITECT P.C. 205 BAYAVENUE GREEN PORT, NY 11944 631-477-9752 FAX 631-477-0973 info pribrownarchitect.com Triolo Residence 43o Beachwood Ln,'Southold NY Front Rear Depth Height #8. New Construction: Front Addition: 23'-9" 23'-9" 9'-0" N/A Front Porch Addition: 39'-10" 39'-10" 6'-0" 13'-6" Garage Addition: 23%7" 23'-7" 4'-10" 22'-2" Rear L/R Addition: 23'-9" 23'-9" 3'-6" 18'-0" Southeast Addition: 16'-8" 16'-8" 254" 2154" New Roof: 63'-4" 63%4" 42'-11" 2654" *** All one story*** S E P 1 2 2019 min 1 1 Y FOUNDATION(I.ST) M��.�, SOAli FOUNDATION1 ROUGH FRANINO.& ® �. _Tom mf. 1 ■.: �i\1► ,1!0 MOM' I � INSULATION Ipwr �� ti. J y\ STATEENERGY CODE ■�►] ��' /may .1i a RIM]romp , r ADDM. ONAL COMMENTS. =19 MISS] OR, MEAPPIN ®illy ' ��.t 03-M&Mi .►� TOWN OF SOUTHOLD—BUILDING DEPARTMENT u Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631) 765-9502 hgps://www.soutlioldtomm.jzov Date Received APPLICATION FOR BUILDING PERMIT �a { rr,: f7r: ., For Office Use Only S l") � � ,j L ry c PERMIT NO. Building Inspector: , % 13 J A N 2 8 2021 Applications-and forms'inust,6efilled out in'their entirety:Incomplete.,. applications'will_not be accepted: Where the Applitant.is not the owner,an Owner's Authorizati;on,form(Page 2)shall be completetl K T,,, Date:January 19, 2021 } OWNER(S)OF PROPERTY: Name:Joseph & Dana Triolo CTM#1000-70.-10-54 Project Address: 420 Beachwood Lane, Southold NY Phone#: (917) 748-9702 Email:jTlriolg@qql.com Mailing Address:6 Woodvale Lane, Huntington, NY 11743 ;CONTACT PERSON: L; Name:Karen Szczotka,.Permit Agent at.Robert I Brown,Architect PC Y Mailing Address:205 Bay Ave., greenport, NY 11944 Phone#:631-477-9752 Email:karen ribrowna_rchitect.com, DESIGN PROFESSIONAL INFORMATION: Name:Robert I. Brown, A.I.A. Mailing Address:205 Bay Ave. Green ort NY 11944 Phone#:631-477-9752 Email:rob ribrownarchitect.com CONTRACTOR INF RMATI N: {r -, Name:Inland Homes, Inc. Mailing Address:315 Westphalia,Road, Mattituck NY 11952 , Phone#':631-298-9696 Email:inlandhomes@optonline.net ..... .. .... ie :.` ED R PTI N. F'PROPOSED CONSTRUCTI ON,`C . . ❑New Structure ®Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $Fill the lot be re-graded? ❑Yes 14No will excess fill be removed from premises? ❑YesNTNo 1 PROP ERTWINFORMATION;. Existing use of property: (^ { Intended use of prop r �C Zone or use district in which pr mises is situated: Are there any covenants and restrictions with respect to this property? Dye A No IF YES,PROVIDE A COPY. Check BozAfter Reading: "The owner/contractor/design,professionalOresponsi6lefdralldrainagea'ndstormwaterissuesas;provtdedby !, r^. Chapter?36 of the Town Code APPIJfATiON IS HEREBY MADE tq the Budding DeparlineM for;fie issuance'ofa,BuBduig Permit pursuant m the Building Zone Ordinance of'the Tovim of South kd,S 4' `o uffolk,County,New York and atlierap{ir»able,laws OrdinancesbrRegufatior�s,t'crthe.constrirctionof6uildmgs,,,, '+ additions,,alteraYwns orforremoval or demorrtion as herein descnbed:Tire applica�rt agrees to cwnply with aiiopicaw laws ordinances;,bolding Dods,,.. . housing code and regulodlrrsand,to admit authorised inspectors on,prem66 and m hMikHng(s)for necessary e�speehorrs.False staternerrts made+6erem are; punishable as a Class A inisdemeanoi pursuant to Section 230.45 of tiie New rya. ;'fo ,., Application Submitted By(print n me): � Authorized Agent []Owner Signature of Applicant: = G� . . _ Date: STATE OF NEW YORK) �SS: o COUNTY OF' 1-rCt�l k— 1 being duly sworn,deposes and says that(s)he is the applicant (Nan4e of individual signing contract)above named, y� (S)he is the LhA + U (Contractor,Agl6 t,Corporate 6fficer,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 Ale therewith. Sworn before me this je-day ofJa1QUaAW 20'2-1 Notary Publi TRACEY L. DWYER PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC,STATE OF NEW YO (Where the applicant is not the owner) IED IN SUFFOLK C QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2 Z. I, J MA o residing at d3 o hereby authoriz to apply on � . my behalf to the To n of S uthold Building Department for approval as described herein. {O is n ture Date eo%q Print Owner's Name 2 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit ,20 Storm-Water Assessment Form Contact: Approved ,20 Mail"to: Disapproved a/c _1 P/ Phone: O61^ 'I I " '7X5 2-- Expiration L.� 1 �r Vy t-✓ 4 r._{t .�J� ,r3, I i-�� .. Building Inspector 1 2 2019 E APPLICATION FOR BUILDING PERMIT 1, Date 9 /it . 20� L INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or 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 for necessary inspections. ,pp Signatu e o i nt or n me,i s co ation) (Mailing address of pplicant) State whether applicant is owner, lesse , age architec engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on e tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of larld on whicil proposed work will be done: House Numbe Street Hamlet County Tax Map No. 1000 Section Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost��, (jj-7� Fee (Description) —�— (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 631y �� Rear (o31 y Depth 47 114 Height 0" Number of Stories I Dimensions of same structure with alterations or additions: Front 3) 4 1t Rear &31y" Depth 4-7' y Height 'Z 51 10 Number of Stories_ im=nsions o�e�tire�' ew cons ruction: Front Rear Depth Height Number=of Stories 9. Size of lot: Front bti 1 Rear )�,ZS 1 Depth Al k ' 5 ( N ' 177'1$ I 10. Date of Purchase Name of Former Owner -` 11. Zone or use district in which premises are situated Q 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be re veq fro premises? YES NO q 14.Names of Owner o misess U C I hone No Name of Architect I Address Phone No ek qT-qW2� Name of Contractor 'Tim 1 Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES�b__NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES-NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF�I being duly sworn,deposes and says that(s)he is the applicant ('1\fa-InP of individual signing contract)above named, CONNIE D.BUNCH Notary Public,State of New York (S)He is the e J- No.01BU6185050 Qualified On Suffolk Cnunbf (Contractor, gen Corporate Officer,etc.) Commission Expires Aoril 14, of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this M .. .._day of b" 20� Notary Public IX Sig to plicant f TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? I TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �) C) Survey South oldTown.No rthFo rk.net PERMIT NO. /J Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form ( Contact: Approved '20 1 Mail to: Disapproved a/c PAM J[��p1��.P� Phone:/i1�7/. /(—1-71 -9'75 Expiration ,20 Buil in nspector APPLICATION FOR BUILDING PERMIT Date 20_L!� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant apreeso complyyvia t laws, ordinances,building code, housing code, and regulations, and to admit authorizedrors!onpremises buil4'1ng for necessary inspections. MAY $ 2019 01griature p i na e, a a carp ration n� ;T Mailing a ress of app cant) State whether applicant is owner, lesse , agent,�chitect, ngineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. . Plumbers License No.: , Electricians License No.` Other Trade's License No. 1. Location of land on which proposed work will be done: Douse Number Street Hamlet County Tax Map No. 1000 Section 70 Block /0 Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and o cupancy of pr posed construction: ` a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition__ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee —� (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. I i 1 c� 7. Dimensions of existing structures, if any: Front - Rear f p �j- Depth Height 16'1 Number of Stories / Dimensions of same structure with alterations or additions: Front Rear Depth � ' i� Height ' / Number ofStories J 8. Dimensions of entire new construction: Front `�5 - n Rear ll/3 �— 7 Depth Height 2.62) I Number of Stories r 9. Size of lot: Front Ito Rear `f lI • Depth 0�� 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated P-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES1 NO 13. Will lot be re-graded? YES NO-'- Will excess fill be removed from premises? YES NO\ J - h14. Names of Owner of premisips 0 070 Address f l Yhone No. 1-W- 62- Name of Architect f Phone No - - Name of Contractor :� Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO � G'1 f` * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 1 ' --=s C, 16. Provide survey,to scale, with accurate foundation plan and distances to property lines; 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES` NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF�) being duly sworn, deposes and says that(s)he is the applicant (N e of individual signing contract)above named, (S)He is the Gr1 (Contractor Age orporate Officer, etc.) CONNIE®.BUNCH Notary Public,State of New York of said owner or owners,and is duly authorized to perform or have performed the said work and.,o 19MOM ralication., that all statements contained in this application are true to the best of his knowledge and belie s �;� R o performed in the manner set forth in the application filed therewith. Sworn tno. before me this day of ' G 20 1 Notary Public 'g pplicant M-AA BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO.9684 DATE-'. AUGUST 19,2020 ISSUED TO: JOSEPH&DANA TRIOLO PROPERTY ADDRESS: 420 BEACHWOOD-LANE,SOUTHOLD SCTM#1000-70-10-54 AUTHORIZATION 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 August 19, 2020, and in consideration of application fee in the sum of$250.00 paid by Joseph k Dana Triolo and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the'following: Wetland Permit for the existing 2J70sq.ft.-tWo-story,single-family dwelling with attached garage; construct a 223.8sq.ft. landward addition onto garage; a 199.7sq.ft. landward addition (kitchen); a 18.3sq.A.seaward addition(master bedroom); a 93.6sq.ft.seaward addition(living room); a 238sq.ft.landward front porch addition; and for the existing driveway to be replaced with a 1,177sq.ft. gravel driveway; establish and perpetually maintain a non-disturbance bufferi. as flagged by the Town Trustees and a 51 wide non-turf buffer landward of the non-disturbance buffer; and as depicted on the site plan prepared by Robert I.Brown,Architect,P.C.,last dated January 6,2020 and stamped approved on August 19,2020; and survey of Daniel R. Falasco,P.E.,P.C.,dated June 25,2020 and stamped approved on August 19,2020. 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 19'hday of August,2020. F01 C4 01 ii ao';�.iviyxv'�a w'wA'&";9uM AtaM"A' 62" Glenn Goldsmith,President "Of S®(/��® Town Hall Annex A.Nicholas Krupski,Vice President �® �® 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly � ® ® Telephone(631) 765-1892 Elizabeth Peeples I T ( TIVID1 ;_ JAN 1 1 2024 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BITILDING I.)EF . 'I't3W, u(IF S0I7EOL CERTIFICATE OF COMPLIANCE #2102C November 1, 2023 THIS CERTIFIES that the existing 2 170sq.ft.two-story, single-family dwelling with attached garage; construct a 223 8sq ft landward addition onto garage; a 199.7sq.ft. landward addition (kitchen); a 18 3sq ft seaward addition(master bedroom)• a 93 6sq ft seaward addition(livingroom);oom); a 238sq ft landward front porch addition,• and for the existing driveway to be replaced with a 1,177sq.ft. gravel driveway' establish and peEpetually maintain a non-disturbance buffer as flagged by the Town Trustees and a 5' wide non-turf buffer landward of the non-disturbance buffer; At 420 Beachwood Lane, Southold Suffolk County Tax Map#1000-70-10-54 Conforms to the application for a Trustees Permit heretofore filed in this office Dated November 22, 2019 pursuant to which Trustees Wetland Permit#9684 Dated August 19,2020,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the existing 2 170sq_ft.two-story, single-family dwelling with attached garage; construct a 223 8sq ft landward addition onto garage; a 199.7sq.ft. landward addition(kitchen); a 18 3sq ft seaward addition(master bedroom)-, a 93.6sq.ft. seaward addition (living room); a 238sq ft landward front porch addition; and for the existing driveway to be replaced with a 1 177sq ft gravel driveway; establish and perpetually maintain a non-disturbance buffer as flagged by the Town Trustees and a 5' wide non-turf buffer landward of the non-disturbance buffer. The certificate is issued to Joseph&Dana Triolo owner of the aforesaid property. "` Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY 0 Stony Brock,y0 Circle Road,Stony Brook,NY 1'1796 P:(631)444.03651 F:(631)444-0360 mNw.dec.ny.dov PERMIT MODIFICATION October 23, 2020 Joseph Triolo 6 Woodvale Lane Huntington, NY 11743 Re: Application #1-4738-04682/00001 Triolo Property: 420 Beachwood Lane SCTM# 1000-70-10-54 Dear Mr. Triolo: The Department of Environmental Conservation (DEC) has reviewed your request to modify the above referenced permit in accordance with the Uniform Procedures Regulations .(6NYCRR Part 621). It has been determined that the proposed modifications will not substantially change the scope of the permitted actions. Therefore, the permit is hereby modified to authorize: Installation and maintenance of an Innovative and Alternative Onsite Wastewater Treatment System (I/A OWTS) to replace an existing septic system on residential property in Suffolk County. Work may also include the excavation necessary to expose the existing septic system, the removal of some or all components of the existing septic system, the importation and placement of granular fill or other appropriate fill/soil material (as necessary to construct a functional system) required to replace soils unsuited to the proper functioning of the new I/A OWTS and topsoil necessary to landscape the completed installation area. All work shall be done in accordance with the dwelling site plans prepared by Robert I. Brown last revised 12/27/2019 and stamped 'NYSDEC Approved' on 03/06/2020 and the septic plans prepared by Daniel R. Falasco, last revised 8120/2020, and stamped 'NYSDEC Approved' on 10/23/2020. The Natural Resource Permit Conditions are modified to remove the following: - Condition 11: No Changes to Septic System This permit does not authorize any alteration, expansion or replacement of existing septic system In addition, the Natural Resource Permit Conditions are modified to include the following: Authorized Systems This permit authorizes the installation of any models of Innovative/Alternative Onsite Wastewater Treatment Systems (I/A OWTS)which have received the approval of the Suffolk County Department of Health Services (SCDHS). If SCDHS rescinds its approval of one or more of these models during the term of this permit, DEC will no longer approve new installations of that model. The list of I/A OWTS systems which have received approval by SCDHS are found at: http://reciaimourwater,info/Portals/60/docs/Articlel 9ApprovalList-4-17.pdf. r14 K i Departmental gt Yt s al Y+ I Conservation - Installed System Must Be Properly Maintained The permittee must maintain, service and repair the installed I/A OWTS in accordance with the maintenance schedule set forth in the SCDHS permit issued for the system. This letter is a modification to the original permit and must be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the original permit. Sincerely, Laura F. Star Permit Administrator cc: Karen Szczotka; Robert I. Brown Architect BMHP File Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC 1D 1-4738-04682 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: JOSEPH TRIOLO TRIOLO PROPERTY 6 WOODVALE LN 420 BEACHWOOD LNI1000-70-10-54 HUNTINGTON,NY 11743 SOUTHOLD, NY 11971 Facility Application Contact: ROBERT I BROWN ARCHITECT PC 205 BAY AVE GREENPORT, NY 11944 (631) 477-9752 Facility Location: in SOUTHOLD in SUFFOLK'COUNTY Facility Principal Reference Point: NYTM-E: 716.757 NYTM-N: 4547.505 Latitude: 41°02'59.8" Longitude: 72°25'15.1" Project Location: Goose Creek Authorized Activity: Construct additions to existing single family dwelling. All work shall be done in accordance with the plans prepared by Robert I. Brown, last revised 12/27/2019, and stamped 'NYSDEC Approved' on 3/6/2020. KLL Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-04682/00001 New Permit Effective Date: 3/6/2020 Expiration Date: 3/5/2025 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: LAURA F STAR, Deputy Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony Brook150 Circle Rd Stony Brook, NY 11790 -3409 Authorized Signature: a.c,w— Date 3 / 6o / ZD Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-04682 Distribution List ROBERT I BROWN ARCHITECT PC Bureau of Marine Habitat Protection File Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS I. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Robert I. Brown, last revised 12/27/2019. 2. Notice of Commencement At,least 48 hours prior to commencement.of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 3. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 4. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 5. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 6. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 7. Install, Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. Page 2 of 6 AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC 1D 1-4738-04682 8. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 9. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/ silt curtains (or other NYSDEC approved devices) placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. lo. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 11. No Changes to Septic System This permit does not authorize any alteration, expansion or replacement of existing septic systems. 12. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 13. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris)., 14. Department Jurisdiction The department retains jurisdiction of all regulated lands where fill has been permitted. Placement of fill shall not be used to alter the department's Tidal Wetland jurisdictional area at the project site. The area remains a regulated area subject to Tidal Wetland Land Use restrictions of 6 NYCRR Part 661. 15. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 16. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 17. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 18. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. Page 3 of 6 AM abud NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04682 19. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 20. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and.manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized.representative of the Department of Environmental Conservation(the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the,project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Page 4 of 6 AM Ifthda NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04682 Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands, 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Page 5 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-04682 Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested,in a person not a party to the permit. Page 6 of 6 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: May 28, 2019 TO: Robert I: Brown(Triolo) 205 Bay Avenue Greenport,NY 11944 Please take notice that your application dated May 8, 2019: For permit to construct additions and alterations to existing single-family dwelling_at: Location of property: 420 Beachwood Lane, Southold, NY County Tax Map No. 1000—Section 70 Block 10 Lot 54 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 18,922 sq. ft. (17,393.9 buildable land) lot in the Residential R-40 District, is not permitted pursuant to Article XXIII' Section 280-124 which states; lots measuring less than 20,000 square feet in total size require a front yard setback of 35 feet. The site Dlan notes a front yard setback of 29.5 feet. Authorized Signatur Note to Applicant: Any ch nge or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: May 28, 2019 RENEWED: September 12, 2019 AMENDED: September 12, 2019 TO: Robert I. Brown(Triolo) 205 Bay Avenue Greenport,NY 11944 Please take notice that your application dated May 8, 2019: For permit to construct additions and alterations to existing single-family dwelling at: Location of property: 420 Beachwood Lane, Southold, NY County Tax Map No. 1000— Section 70 Block 10 Lot 54 Is returned herewith and disapproved on the following grounds: The proposed construction on this nonconforming_18 922 sq. ft. (17,393.9 buildable land) lot in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20,000 square feet in total size require a front yard setback of 35 feet. The site plan notes a front yard setback of 2511". This Notice ofDisapproval has been amended as per the revised site plan received on 9112119. Authorized Si t re Note to Applicant: Any hange or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. s BOARD MEMBERS ��OF S0(/j Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road •P.O.Box 1119 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �Q Town Annex/First Floor, Robert Lehuert,Jr. O! 54375 Main Road(at Youngs Avenue) Nicholas Planamento ���UNI`t,� Southold,NY 11971 ' http://southoldtownny.gov RECEIVED �.. ._ ZONING BOARD OF APPEALS v"'-"'`' 9 S(o AM DEC 4 2019' TOWN OFSOUTHOLD OCT 2 8 2019 Tel.(631)765-1809•Fax (631)765-9064 l..G Sou hold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 24, 2019 ZBA FILE: #7324 NAME OF APPLICANT: Joseph and Dana Triolo PROPERTY LOCATION: 420 Beachwood Lane(Adj. Goose Creek), Southold SCTM: 1000-70-10-54 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under.consideration int this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. q 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 June 17, 2019 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 October 9, 2019. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FA.CTS/DESCRIPTION:-The subject, non-conforming, .1.8,922 square feet(17,393.9 buildable land), .434 acre, irregular shaped water front parcel measures 100 feet along a radius on Beachwood Lane then runs south 165.03 feet to Goose Creek, establishing an eastern lot line shared with a private community park, then runs 67.75 feet along the tie line at the high water mark, then continues west 27.75 feet and continues 42.18 feet along the same tie line and returns 177.18 feet, establishing a western lot line shared with a residentially developed lot, back to Beachwood Lane. The site is developed with a one story frame house and attached garage, a waterside wood deck and wood steps, an outside shower, a roof over covered front porch, brick walk, asphalt driveway, a wood dock with attached wood steps arid floating wood dock, as shown on the survey prepared by Nathan Taft Corwin, III,Land Surveyor, and dated October 6, 2018. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's May 28, 2019, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at, 1) less than the code required front yard setback of 35 feet; located at 420 Beachwood Lane, (Adj.to Goose Creek) Southold,NY. SCTM No. 1000-70-10-54. Page 2, October 24,2019 #7324,Triolo SCTM No. 1000-70-10-54 RELIEF REQUESTED: The applicant requests a variance for additions and alterations to convert an existing single-story residence to a two-story home, consisting of an expanded kitchen, new front porch and a modified garage for a total of 1,233 square feet with a proposed front yard setback of 25.1 feet where the code requires a minimum front yard-setback of 35 feet. ADDITIONAL INFORMATION: No immediate neighbor or member of the public spoke in favor of or against this application. The proposed new lot coverage will be 19.6% of the 17,393.9 buildable square feet where a maximum of 20% is allowed. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 10,2019 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 V67-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The Southwood's community, where the subject property is located, consists of modest mid-century ranches many of which have been altered and expanded over the past sixty-plus years developed on a network of roadways that meander through the creek front community. Garages, along with covered front porches, are common amenities in this 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. In order for the applicant to expand their interior living space, it is necessary to modify the garage plan and encroach on the front yard setback. The existing residence has a front yard setback of 34.3 feet from Beachwood Lane; therefore, almost any expansion of the front fagade of the home will require relief from the code. 3. Town Law V67-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 28.2% relief from the code. However, in order for the applicant to add addition to the front,.of their home some form of relief will be required: The modification of the garage with a front entry servicing two cars is a common amenity in the community. 4. Town Law V67-b(3)(b)(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 applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-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. 6. Town Law �267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and alterations to convert an existing single-story residence,to a two- story home, consisting of an expanded kitchen, new front porch and a modified garage for a total of 1,233 square feet 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 Planamento, seconded by Member Lehnert, and duly carried, to J J Page 3, October 24,2019 #7324,Triolo SCTM No. 1000-70-10-54 GRANT the variance as applied for, and shown on the site plan prepared by Robert I. Brown, Architect, P.C. and dated September 9, 2019 and the architectural drawings by Robert I. Brown, Architect, P.C, dated May 7, 2019, (4 pages labeled Renovations and Additions, unpaginated). SUBJECT TO THE FOLLOWING CONDITIONS: 1. Prior to receiving a building permit,the owner(s) of the subject property cited herein must sign a statement acknowledging: a.That the applicant(s) have read this determination and understand the limits of the variance relief granted herein; b. That the applicant(s)will immediately contact the Building Department if a demolition,as defined by Section 280-4 of the Town Code,' occurs during construction,or any construction undertaken in any other way exceeds the scope of the approvals granted herein,or the issued building permit; c.That the applicants are aware that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right,after a public hearing,to modify,suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions, pursuant to Article XXV, Section 280-141 of the Town Code. 2. This approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. 3. Proposed front yard porch addition shall remain as unenclosed and unconditioned space. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, 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, or demolitions, are not authorized under this application when involving nonconformities 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. 1h the event that do approval is granted'subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. 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. 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 Section 280-4 of the Town Code defines "Demolition" as any removal of h structure or portion thereof, where the total cost of the reconstruction of the structure or portion thereof exceeds 50% of the market value of the existing structure before the start of removal. Page 4, October 24,2019 #7324,Triolo SCTM No. 1000-70-10-54 (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. Vote of the Board: Ayes: Members Weisman (Chairperson),Dantes,Acampora,Planamento and Lehnert. (5-0) eslie Ka es WeisrriWn, Cha' erson Approved for filing �O / /2019 ZONING BOARD OF APPEALS Town Hall Annex, 54375 Route 25 �► ° P.O.Box 1179 Southold, New York 11971-0959 Fax(631) 765.9064 - Telephone(631) 765.1809 ZBA FILE: #7324 RECEIVED NAME OF OWNER OF SUBJECT PROPERTY: Joseph and Dana Triol PROPERTY LOCATION: 420 Beachwood Lane, Southold,New York DATE OF ZBA DETERMINATION: October 24,2019 DEC 0 4 2019 SCTM No. 1000-70-10-54 zoning �5f)ard Of appeals PROPERTY OWNER'S STATEMENT Itwe,the undersigned,am/are the owner(s) of the property cited above and acknowledge that I/we: 1. have received and read ZBA determination number: #7324 Dated: October 24,2019; 2. understand the limits of the variance relief granted therein; 3. agree to immediately contact the Building Department if a demolition,as defined by Section 280-4 of the Town Code,occurs during construction,or any construction undertaken in any other way exceeds the scope of the approvals granted herein,or the issued building permits; 4. know that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right,after a public hearing,to modify,suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article XXV,Section 280-141 of the Town Code; 5. must submit a signed and notarized copy of this statement must be submitted to both the Office of the Zoning Board of Appeals and the Building Department prior to my/our applying for a building permit; 6. that the Building Department will not issue a building permit without receipt of this signed statement. Print Name of Owner(s) Signature of Owner(s) Dated: t l 12? J l Dated: t� Sworn to before me this 7 d Sworn to before me this day of o 20 9 of �� IUx� 20 �RIHEPT9 otary Public co NOTAAy, No b1i C +®+ MEGAN WHELAN c 'OUBLIp ^� �C Notary Public-State of New York NO.o1`rlHh101,31 Q1?4t6p�'b^, Qualified in Suffolk Cou lty 0(�N My commission Expires.Jul 21,2022 n; STASH 0� �BOARD MEMBERS ®�® F81 Town Hall Annex Leslie Kanes Weisman, Chairperson 53095 Route 25,Main Road Patricia Acampora ® P.O.Box 1179 Eric Dantes Southold,NY 11971 Robert Lehnert,Jr. .�. • Telephone(631)765-1809 Nicholas Planamento ®( http://southoldtownny.gov ZONING BOARD OF APPEALS D TOWN OF SOUTHOLD DEC 14 EXTENSION DETERMINATION eul�S�I DLO One Year Extension Regular Meeting of December 15, 2022 ZBA FILE: #7324 NAME OF APPLICANT: Joseph and Dana Triolo PROPERTY LOCATION: 420 Beachwood Lane(Adj. Goose Creek), Southold SCTM: 1000-70-10-54 BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's May 28, 2019, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at, 1) less than the code required front yard setback of 35 feet; located at 420 Beachwood Lane, (Adj.to Goose Creek) Southold,NY. SCTM No. 1000-70-10-54. RELIEF REQUESTED: The applicant requests a variance for additions and alterations to convert an existing single- story residence to a two-story home,consisting of an expanded kitchen, new front porch and a modified garage for a total of 1,233 square feet with a proposed front yard setback of 25.1 feet where the code requires a minimum front yard setback of 35 feet. Public Hearing: October 10, 2019 This request for a variance was originally Granted on October 24, 2019 as applied for with conditions. By email correspondence dated December 12, 2022,the applicant requested an extension of the Variance Relief. RESOLUTION OF THE BOARD: A motion was offered by Member Weisman (Chairperson) seconded by Member Acampora, and duly carried,to GRANT, the applicant's request that the above cited determination be extended for a one-year period beginning October 24,2022,and to expire on October 24,2023 as per Chapter 280-146 of the Code of the Town of Southold. Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Acampora,Planamento and Lehnert. (5-0) %Nico J. P anamento Vice Chair d for filing`1_ / 1 /2022 Fuentes, Kim From: Joe Triolo <jtriolo@jefferies.com> Sent: Monday, December 12, 2022 1:55 PM To: Fuentes, Kim Subject: Zoning Board of Appeals Extention Zoning board Members, Good afternoon, I was inquiring with the building department about lining up final certificates to get my CO and ask what was needed. I was informed my ZBA certificate had expired due to there being an original cap of 1yr on the initial approval. I was asked to write a letter to explain the lapse from the original approval date to now. We started this project in 2019 but it took—9months to get final approvals from the DEC,then we were lined up to have our trustees meeting and it was set for the first meeting they cancelled due to covid, once the trustees started taking meetings again (-7months),they required I add an IA system,which caused further delays due to grants approvals from the state and Suffolk county health department,then final installation and remediation of the existing septic. Finally once all was in place, building the project to over 1.5yrs, delays due to material and labor shortages.So, its now the end of 2022 and im trying to put everything together to get the final CO, can you please let me know what I need to do to get the ZBA approval extended? Thank you! Joseph Triolo 420 Beachwood lane Southold, W 11971 tax map 70.40-54 Jefferies archives and monitors outgoing and incoming e-mail.The contents of this email,including any attachments,are confidential to the ordinary user of the email address to which it was addressed.if you are not the addressee of this email you may not copy,forward,disclose or otherwise use it or any part of it in any form whatsoever.This email may be produced at the request of regulators or in connection with civil litigation.Jefferies accepts no liability for any errors or omissions arising as a result of transmission.Use by other than intended recipients is prohibited. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 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 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Aii Information Required) Date:Company Name: L;,FR7 Electrician's Name: O b License No.: g' Sarjl-. N( Elec.email: �&CAn1` �10o aM Elec. Phone No: i4lto-GM G request an email copy of Certificate of Compliance Elec.Address.: go LAdmW- O./,e- rh( -0' "e- W/(D JOB SITE INFORMATION (AII Information Required) r� I Name: so 5 �) -� I 1 6 `v Address: aQ eack-'0A of Cross Street: Phone No.: Bldg.Permit#: 145 0d( email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE(Please Print Clearly): 54� ,-e,Vvt�,R e- ha-s h-cen re—vJ► c4 tiew Q'kn QA0541v°f Square Footage: Circle All That Apply: Is job ready for inspection?: YES❑NO Rough In ❑Final Do you need a Temp Certificate?: M110YES❑NO Issued On J / Temp Information: (All information r gwred) ry Service Size 1 Ph❑3 Ph Size: A #Meters Old Mete l� ❑New Service❑Fire Reconnect Flood Reconnect❑Service Reconnect�Underground❑Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? My Additional Information: PAYMENT DUE WITH APPLICATION ��\�\ ���\ t g1lffOl,��oD y� BUILDING DEPARTMENT-Electrical Inspector ram'„ M TOWN OF SOUTHOLD oyh� �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 '01 Telephone (631) 765-1802 Temporary Certificate # q Date 2022 Customer Name 1"r(010 Electrician Name Ajmm .� Address y Phone q e-mail e-mail /lq,e _:G Phone License# Size 'a A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New >92 "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the dat above. Authorized by BUILDING DEPARTMENT-Electrical-Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road--PO Box 1179 _- - s•.; Southold, New York 11971-0959 _ r Telephone(631)765-1802 FAX"(631)765-9502 = APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: -�. ZZJ Company Name: CLC( " Electrician's Name: Aa C7 " License.No.:,S4,5Q F7_r N Elec.email: a ` ' Czw s Elec.Phone No: 7(o_('qg 2f request an email copy of Certificate of Compliance Elec:-Address.: go [WNW— Quf e_ 1T1(( .&- "e- 1QY 1 17(o JOB SITE-INFORMATION (All Information Required) ` Name:'. O 5 '� - �� j 1V ''• Address: Ors!e K3 Cross Street:r-, Phone No.: Bldg.Permit#: 4506 a email: Tax Map District: 1000 Section: Block: Lot: ti BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE(Please Print Clearly): hCUS b-cer, fie— ► C4,A0 -Square5 ✓d Footage: Circle All That Apply: Is job ready for inspection?: YES❑NO Rough In' ❑Final - Do you need a Temp Certificate?: YES❑NO Issued On ,{ -, Temp Information: (All information r quired) Service Size 1 Ph❑3 Ph Size::6 A #Meters 1 .Old Meters 6 ❑New Service[]Fire Reconnect . Flood Reconnect❑Service ReconnectxUnderground❑Overhead #Underground Laterals F1 1 2 F1 H Frame Pole Work done on Service? Y Additional Information: PAYMENT DUE WITH APPLICATION �� PERMIT tt Address: Switches Outlets GFI's Surface j Sconces1� w'I , 11Lf C) HH's IUC Lts l Fans 11 Z Fridge ' HW - Exhaust 1 Oven WHO �v Kl� i'pW Min Smokes I� c . Carbon Micro I Generator- Combo Cooktop TrarLsfer AC 1 AH ( Hood 1 Service 111 Amps Have Used ,Cf� �r �V Special_ s� t C, I. CommerVts a '`Y d � e U -n/ 1;�" 2n - a V � !_L . u� Q1 "« f Ile col !� �S' t7A l I A ,�.n X � 4 e Q ti =O � 0 UQ` �O I o O, O N x GRAVEL DRIVEWAY. . 4.64 ... x ���� B �A oNc V� x Q', xbli III � �I ` v \ y dC •0..\\ X22 �0 q 4.49 x X� ovo^' <�Q '•. 05'� b�� . °��•�° 1 PROPOSED __ 1� PORCH .-._.__. . o_ ��•\ �o rol xjifi PP O/O5ED W j�1 jl , ADDITION �. 1`I � i I EEC P�•G�`' '} 9'Fo''•. xG G �, Bldg Dept copy from ZBA g'�N '6' / Final revie a q¢uments x� \ S� Z BA FI e# 7 r 5• t� o o_ Date: ��/ v� !L a, GOL I , yam° PROPOSED�3a ADDITIO �yof.�d�r2G` // O.f d ✓ Pp P O5 E D N :, zz F' MEA�LE- C S N E FT i -- a x z x r silt W N x� a =r p . ` /. Q tit 9 C� w 75 FROM TIDAL / /' t�pn9L' Gq -ix- rF3°o WETLAND x , BOUNDARY O �'F�Tr� p�, ssx c, 4,7~q LINE OF TIDAL WETLAND 4- /' . ...�.o °c�,yp�ss� °q};� 4~ ��P, / ------ r�F�� s/ q 2ti p° �P BOUND�Y AT CLOSEST 'ysoFtiF� ' v POINT OF EXISTING �/ XAA ,f����q����F s �P�� •°' �i 'P STRU TUBE �/' A2 BASED ON SURVEY BY: NATHAN TAFT CORWIN III, LAND SURVEYOR o DATED: o6 OCTOBER, 2oi8 soo SCTM: 1000-70-10-54 - Pis° N��;L Ps ZONED: R-40 \g'CSSED Rc� AREA: 18,922 SF ( 0.434 AC) E�oO scP` �+��, AL �ogvo O NOTE: ELEVATIONS HEREON REFER TO NAVD 1988 � C-) rL'� •�� P9.1 0 0 LOT COVERAGE: o3E Gj o /� LOT AREA: 18,922 SF AIL I, ,goo, EXISTING HOUSE + GARAGE: 2170 SF � � SITE P � A N. PROPOSED HOUSE ADDITION: 477 SF PROPOSED DECK: 518 SF SCALE: i" =zo' PROPOSED PORCH: 238 SF. PROPOSED DRIVEWAY: 1177 SF TOTAL FOOTPRINT: 458o SF I'I'11A VIULATI IN 01:11 ILLAW FOR ANY I'I:IMN, I PROPOSED IINI.M ACTING UNUI:II•I'I IC UIRI:C'1'ICIN UI:A t IC'I:N%L'U ARC'I ' II'I'LC'1''I'U AIM: ANY II'LM I.URAWINGINANYWAY AII1%JIUIt IU1NUTOTAL COVERAGE: 458o 18922= 24.2% AI.1b:ItA I NU'LU,1I AND )INCR111l:U IN AC'C'URDANCG WITH I'IIL LAW TRIOLO RENOVATIONS &ADDITIONS Robert I. Brown 205 Bay Ave. Greenport NY 43o BEECHWOOD LANE info@ribrownarchitect.com SCALE: i' Rev Sep. ='20'2oi9 SOUTHOLD, NY Architect, P. 3 -477-975 C. 6 2 Q : .ti• sDISAPPROVAL 0 : ?c uo "0 o, ate C- C, N C% X.61 9 f 9y �. `Z LOL�O X 4.42 kj 1v�•�P '.�. �,,�, zOS E D 9� 9t�9J0 �<ell Vo E �� C PROPOSED �2,R, ej j� PORCH PR POSED b�,,, X" Zz I T I O G ZZ' X0 �P�P ROP S� Ufa " 0 2�� R x s� 51 9rP y�O�y .o p GOy fF�X fa o IPA - P E '`�s AL �y �z i3` EC 0 .0 o�Flp �A __ - x o v', s:.s x ,gyp '. L p 4.2 .-, x n X i 9 r ry<�Od ,� 6`W O FJ}CYgrrP O x5A 9 _ Z ^• q 9rs��<CA 0 •O. rq14 9( O / X rP FOCgy��rF vrq G�`o2 Lfi Fps 1 �j0 rsPO�' OP`roG Qy �PJ �l�L .ro'peK'p AA 4 BASED ON SURVEY BY: N_ �F�,tiF'j'q qv o4 NATHAN TAFT CORWIN III, LAND SURVEYOR X F"'9s�r�ty ��� �P DATED: o6 OCTOBER, 2018 �Fgs9o��, Prq J�v` r�or dLO'b 2 Q SCTM:1000-70-10-54 ZONE AREA:D o 8 g zSF ( 0.434 AC) Inv ti� oar NOTE: ELEVATIONS HEREON REFER TO NAVD 1988 Gj �Sr gyp• PSso Y L COVERAGE: � 04 rP 1 rP�+ LOT CO RAG �P� 'O'�j y� eA LOT AREA: 18,922 SF �c°o s ,rL'� q ti� G P EXISTING HOUSE + GARAGE: 2170 SF PROPOSED HOUSE ADDITION: 477 SF 145— , S o PROPOSED DECK: 518 SF A°91IAL PROPOSED PORCH: 238 SF �° 0 TOTAL FOOTPRINT: 3403 SF �ERE�ARC, PROPOSED eRo�� TOTAL COVERAGE: 3403C1793�1g.6% "' I'I'ISA VIULA'I'IUN UF'I'lIE LAW FUI<ANY I'EItiUN, J Y"-•o UNLL'SS ACNNC UNDER'I'I IE UIIiECI'IUN UFA P LICENSED AIICI11'I'ECI','fU AL'I'EI(ANY YI'EM UN L° SITE PLAN A N IIS UItAWINC S ANY WAY.ANY SEALED,IUNI'LEU AL'1'E DILAUNM N N NIAY. NYAVI',AND 0 DESCRIBED IN AC'CURDANC'E wrn rn IE LAW. SCALE:1" =ao' TRI O LO RENOVATIONS &ADDITIONS Robert 1. Brown 205 Bay Ave. Greenport NY 43o BEECHWOOD LANE info@ribrownarchitect.com 24 MAY, 2019 SOUTHOLD, NY Architect, P.C. 631-477-9752 SCALE: 1' =ao' 0 =a DWELLING PUBLIC WATER % FILED MAP N 18°47'00" TY _ _ _ 177.f8' 206.00' 71 SEPTIC TANK in Z s `y TREATMENT 00 1 0CD M\N' Oo s `� \ , r s� ft o EXISTING IABA�DON EXISTING _ - a s\ o I SERVICE SANITARY SYSTEM �°, \�\\�\ W PROPOSED ` O WATER _ \ SERVICE rA 1 FAMILY w yo ABANDON \ DWELLINGER M / \\ SERVICE (3 BED) �5 N 2,150 SF c \ O O o •� `r w: \ F.F. 8.88 GARAGE _ j r'o_\ram - \ \ 550 SF / 'o LOT AREA 6, cp � o \ N 18,921 SF \ G.F. 6.00 / y 9 0.434 AC SCTM# 1000-70-10-54\ OH D"AY OH �o - \ H\ �— 0 OH OO_ OH OH 1 / OVERH ELECTRIC 177.18' SURVEY OF PROPERTY — LOT 1.6 , MAP OF \ �0000 SOUTHWOOD DATUM NAVD88 LOTS NOS. 1 -53 INCLUSIVE �- '00" E FILED: NOVEMBER 24, 1953 — MAP No. 2141 ILED SAP 30 SITUATE �o9T 198.00 SOUTHOLD, TOWN OF SOUTHOLD APPROVED BY SUFFOLK COUNTY, NEW YORK BOARD OF f?l1STEES SCTM� 1000-70-10-54BOARD TOWN OF SOUTHOLD o � I D )F NEPV: o ®�T = DANIEL -R. FALASCO P .E P . C . l4-Itft T /qFq�q��'P,� CONSULTING ENGINEER r ! ` !Pf I ! '•; I 94 STEUBEN BLVD., NESCONSET, NY 11767 (516) 317-7209 DATE SCALE DRAWING N0. R�FESSIONP� 06-25-20 1"=20' 1 OF 2 0 APPROVED 6Y o� o a � BOARD OF f RUSTEE � �rm TOWN OF SOUT ~v �, Z� Au�csr ,-"—IST=trNG GRADE- __ - 2'Tn.316-CRu5nf o GRAVEL TOP LAVER®ATE r 6'Tn.COMPACTED Qr -III •-�I I --III- I I V.R CRNCD 5TONC BASE J' I III ��-.�-�_=JJ-1.-=�.-- ' Q �. PERMEABLE GRAVEL DRIVEWAY NTS � _ ob v.. N L Y \ ,pG x GRIA { G x. ono (�yc xf2 ! r oovoo ��� I PROPOSED s ,00 dpLd�i^ .O+ x xff-Z ADDITION I o a PROPOSED o�G• 6' PRO OSED • �°s � �9 PORCH -- �O AD ITION 2 � A I - -- ZS POP \�Zo\ PROPOSED L ATIO � ' -- •DDITIION D3 �°o LAWN ON GROUND RAISED FOR NEW I,A, S PTIG 6 \ �I . TO 8' EL. WITH FILL FROM SYSTEM __._.�.�._:_ _ ���'� ���,G� ,:i!, �_ EXCAVATION ON SITE. 2�� G GAP ' 9;.. .. aoJg- 1 pb _F'.:: x = ,�� s� CLOSEST POINT OF Q o :' '• \ EX15TING HOUSE TO c° k WETLANDS BOUNDARY p y Gyrjd PROPOSED /Z�° x )' ADDITION LANDWARD LIMIT OF y f♦ �• �—"" I TIDA W TLANDS • \ Jx I.c � x�2 'Z 11IIt II EPTIC SYSTEM ��oP°• �,v ° I ¢ 1 w N �ss9so� o x T rB ABA ONED O tier -' a F 5 75 FROM TIDAL / ,O'.. \ C' ry4� q( 241 TREE �OO WETLAND BO NDARYIL i -� �•. r �9 �- h°oJ�P� o o� eAs - p�4 P Gqc PROPOSED SILT FENCE •LIMIT OF D15TURBACCE Acp BASED ON Sj_JRVEY BY: NATHAN TAFT CORWIN 111, LAND SURVEYOR Q DATED: 06 OCTOBER, 2o18 `.� _.--:�_- •• ,��, ����° S�o� SCTM: Io00-7o-10-54 ZONED: R-4o AREA: 18,9zz SF ( 0.434'AC) _..- Gj S� QP�PSS� NOTE: ELEVATIONS HEREON REFER TO NAVD 1988 .0� Y ,� O LOT COVERAGE: '1' t �v LOT AREA: 18,922•o SF � ` '•. �'� 0 0 EXISTING HOUSE + GARAGE: 2170.o SF ILFRF� �• � ,.�'"`�••`- -�.- JOGp --- PROPOSED HOUSE ADDITIONS: ADDITION I (GARAGE): 223.8 SF ADDITION z (KITCHEN): 199.7 SF SITE P L ADDITION 3 (MASTER BED): 18.3 SF ADDITION 4 (LIVING RM). 93.6 SF ARCc PROPOSED PORCH: 8.o SF FEB 1 �Q SCALE: 1" =zo' TOTAL FOOTPRINT: z943.4 rnsAviouTioNo�TTieuwFURnNrreasoN ,.=yY { - :7 SF UNLESS ACTING UNDER THE DIRECTION UFA PROPOSED 9 .._.......... 71�T DRAWING i US A�NUTEE D�U D2Nb e TOTAL COVERAGE: z943 4 /18gzz= 15.6% nest I+E INACCOaDANCE mlTneuw. 6 q•1 �, TF�c� N,•y0 TRIQLQ ' RENOVATIONS &ADDITIONS zo5 Bay Ave. Greenport NY ev. o6 ANUARY zozo 43o BEECHWOOD LANE Robert I. Brown info ribrowr�1 @ arch>_tect.com SCALE: I' = zo' SOUTHOLD, NY Architect, R C, 631_477_975' . 0 o� o� a , r•�, \ !',r" ror Crib,HG GRnUC :•ire.310•CRUS'KU GRAVCL f0V In,•CR T11.GD nrAC,CD � o _I I I_II_I I I_I I I I! RU,.CD StO�ebA5i lnvCR ON PERMEABLE GRAVEL DRIVEWAY NT5 0 O 0 till p ° op O J N x dy ` C�� D-1 rn `Y �p r+•. C� �7 x o a cn 8 O m o`P y°° 9�'O� �� x �pd, i,+•.+ 9 pP yd �J ��•f r0 CO C! 6 Cn xm PROPOSED NIV�Pr x ADDITION I 2,2 9� o9f°�9�0 o5E bow 10 RO O5ED 00 �s yA PORCH �o PRO SED O 6J J N AD ITION 2 y x s P OPOSED � DDITION 3 °oc LAWN ON GROUND RAISED CA, e IPA TO & EL. WITH FILL FROM E� F�PG� EXCAVATION ON SITE.' o Pl�tsa' q, �oJg�, I e " •�: x s CL05E5T POINT OF o EXISTING HOUSE TO !z CIO x �r�: '' ' „ ' WETLANDS DOUNDARY rr PROPOSED ADDITION All 01 PIZ VY Al x m 12� � a.3 , PLC 7, 1. x x x ALL d��sys' N �lGg ° TIN EPTIC SYSTEM x / W O 24' TREE \ 75' FROM TIDAL WETLAND BO NDARY i " x bpi Jb Q Jf'°•P `ems 4 � J� "'V k, oOo s} °4 �Qp1 �i o �� tvao •.xu4 r •tP PR PO . D 51LT ENCE yQ'oy,s(g9 P�°��0 LI M OF I5TU R ANCE BASED ON S)JRVEY BY: NATHAN TAFT CORWIN 111, LAND SURVEYOR DATED: o6 OCTOBER, 2oi8 SCTM:1000-70-10-54 � �, � � °+o ZONED: R-40 , �L AREA:18,922 SF ( 0.434 AC) � � Pis° Ntp. Pssa NOTE: ELEVATIONS HEREON REFER TO.NAVD 1988 o�,�'0� o°o�' O � LOT COVERAGE: �h� �y�ti° • O EXIS• LOT AREA: 18,922.0 SF4. J5 o EXISTING HOUSE + GARAGE: 2170.0 SF > 3 Ilk 2 PROI PROPOSED.HOUSE ADDITIONS: ADDITION 1 (GARAGE): 223.8 SF A ADDITION z (KITCHEN): 199.7 SF Es DAR ADDITION 3 (MASTER BED): 18.3 SF SITE P L L,�� R I• ADDITION 4 (LIVING RM): 93•6 SF SCALE: i" = zo' �2 PROPOSED PORCH: 238.o SF 17'ISA VIOLATION OF THE UWFOR ANY i'ER5 TOTAL FOOTPRINT: 2943-4 SF UN LESS ACTING UNDERTI IE DIRECTION UFA ANY ITEM 0 PROPOSED THISDRAWNGENSEDIINE ANY WAY,TER ANYAUTIOZED R �9 163 AALTE Q� TOTAL COVERAGE: z D DESCRIBED IN ACCOUST RDANCE NOTED, LED,AND 943'4 /189zz=15.6!o DESCRIREDINACCORDANCEwtTIiTIIEUw, TRIOLO RENOVATIONS &ADDITIONS Robert I. Brown ?0SBayAve. Greenport NY Rev, 27 DEC., 2019 43o BEECHWOOD LANE info@ribrownarchitect.com SCALE: i' = zo' SOUTHOLD, NY Architect, P.C. 631-477-9752 • 2" PVC HEADER W/ 1" REDUCING BUSHINGS sQ DWELLING TO MEET GEOMAT DISCHARGE PIPE , PUBLIC WATER ! STAAR .5 TREATMENT FILED _MAP N 18°47'00" W v _ _ _ _ 177.18' 206.00' cn w PROPOSED VENT�2" MIN. W/ - ---_ 'n z CHARCOAL FILTER MIN. 3' SEPTIC , \ FROM_D00R/WINDOW %06 -TANk r00 PROPOSED I/A PANEL 6 -_ / MAN' 5 z �C1 o EXISTING\ \ I NO HOUSE TRAP o C' o ` s WATER 1 ABA DON EXISTING j VENTING THROUGH HOUSE 1����\ a w O SERVICE \ SANITARY SYSTEM \ 1 1/2 PVC RECIRC. LINE 1 STORY \ 0D ` \ 1 FAMILY s -w y RELOCATEWATER \ N \ DWELLING SERVICE s -5\ \ .(3 BED.) RELOCATED N N � 2,150 SF (AD WATER SERVICE ? ` 0 o H al w \ F.F. 8.88 GARAGE 550 SF \ ) LOT AREA 61 cp w- N 18,921 SF G.F. 6,00 \9 0.434 AC DRIVEWAY SCTM# 1000-70-10-54 OH �- OHOH �O. \ / / OVERHEAD pH EtffTRIC �� 7 4 SYSTEM DESIGN CALCULATIONS I 1 18 . 110 GAL/DAY X 3 BEDROOM = 330 GAL/DAY 330 GAL/DAY / 3.25' (GEOMAT WIDTH) / 3 (CAT 1) _ \ _ _ SURVEY OF PROPERTY 33.8 LF REQUIRED �G� ` _ f BfpCH LOT 16 48 LF PROVIDED moo r �� COMMUN�N MAP OF R10-03-0014 [;ATUM NAVD88 -�'' SOUTHWOOD �Z �� p0„ E — � — 4.1' DARK BROWN SAND (SP) �g IL�D �dA S go'80� LOTS NOS. 1 53 INCLUSIVE ,� QS 1g8.00 FILED: NOVEMBER 24, 1953 — MAP No. 2141 1�9TL SITUATE - HIGHEST EXPECTED 1.5 oo SOUTHOLD, TOWN OF SOUTHOLD GROUNDWATER ELEV. 1.4 SUFFOLK COUNTY, NEW YORK SCTM# 1000-70- 10-54 12 0' 3.9 COARSE BROWN SAND (SW) !:.: ��'oFNEwy DANIEL R . FALASCO , P .E . , P . C . 4.0' COARSE SAND AND GRAVEL (SW) , p� CONSULTING ENGINEER 94 STEUBEN BLVD., NESCONSET, NY 11767 v (516) 317-7209 TEST HOLE DATA < 41 q �V N.T.S. �`ti °• 05699 �� - '� DATE: 7-18-20 SCALE1 "-20' DRAWING N0. 1 01 nQf ESSIONA� REV: 8-20-20 m —® B + A A' ,a 0% 0% — O - 0 � 62.21 --—=—----- ---� a Q ENR101 \1 Finished Grade �I 1� veDTil ..• s.�,,.r r'!/iu`�.�+) t�`'9`rwv'ffiwr.,.a o° w WIM., jk � 5'-4- r r '•=-�=P r ' MIN. 24' B: OW GRADE PROVIDE SWEEP ELBOW AT DISTAL II �I 127.0 [3,226] EXTERIOR LENGTH END OF PSD. (TYP.) 1" Sch. 40 PVC Distribution Pipe TOP VIEW 3/16"ORIFIC HOLES @ 18"O.C. I _— ------_--_—_ —__ GeoGuard Orifice Shield PROVIDE SECONDARY SAFETY COVERS (TYP) 10.2 [260)FREEBOARD T EFFLUENT. �-4 n PLAN Vlh-VIA � � 4" EFFLUENT FILTER PROVIDE SECONDARY GI Coe SAFETY COVERS (TYP) 18" MIN. Fabric .. INLET s.5r 30" MAX 1 AIR SPAC OUTLET [TEST PER ,� —0..F2 KNESS �.,. r . r Q PER COMPARTM T L A •H.a L 39" 1+t� � 1NL1:7 _ OUTLET LPTH CODE `?51uBa COMPARTMENT + B ALL EXCAVATED TRENCHES TO BE FILLED WITH 2'MIN.BANK RUN SAND ° 13 a'GEOMATS AS SUPPLIED BY GEOMATRIX SYSTEMS LLC" 5--4' GEOMAT LEACHING SYSTEM DETAIL 4'-6- ' a , 4'-3- ---2/3 TOTAL VOi —j --1/3 TOTAL VOL— N.T.S. \ I SECTION A-A' 2 NOTES: LOW LEVEL FLOAT SW TCH a 1.ALL DRAWING DIMENSIONS IN INCHES[MIWMETERS]'OR AS NOTED. (WHITE)) 2.EXTERIOR OF ACCESS OPENING LID INCLUDES THE FOLLOWING WARNING IN PROFILE VIEW ENGLISH,FRENCH 8 SPANISH:"DANGER DO NOT ENTER:POISON GASES" CONTROL HIGH LEVEL 3.TANK MARKINGS WILL INCLUDE:MANUFACTURER NAME,MODEL NUMBER 000ID POWER FLOAT SWITCH CAPACITY,DATE OF MANUFACTURE,MAXIMUM BURIAL DEPTH,INLET,AND OUTLET. 115 VAC (YELLOW) 4. THE TANK MAY BE BACKFILLED WITH SUITABLE NATIVE SOIL.SEE INSTALLATION INSTRUCTIONS FOR 15 AMP DISCHARGE PUMP 13 a Medla Bags(large)15 a1FT GUIDANCE.IF THE NATIVE SOIL DOES NOT-MEET THE INSTALLATION INSTRUCTIONS GUIDANCE THEN $T�. ,T 2 FRALD oo( Rlea and Lid BACKFILLING WITH SELECT MATERIAL WILL BE REQUIRED. 115 VAC 5.MAXIMUM BURIAL DEPTH IS 48 In[1,219 rnm]. CONTROL PANEL -(CLEM) 11 1 A1r Intdm As !Ay PUMP 10 2 Wall Insert Aesembly 6.MINIMUM BURIAL DEPTH IS 6 In[152 mm]. POWER RETURN PUMP g 1 Inlet PIpe 7.MAXIMUM VEHICLE LOAD 1S 4,5004b[20-kN]AXLE LOAD. 115 VAC B t Pump Back Stand 8.TANK IS FOR NON-TRAFFIC APPLICATIONS. 115 VAC 20 AMP (BLACK) 10.AIRSPACE OUT ET TEES COMPATIBLE WITH EFFLUENT FILTER. ' 7 1 Reelrcuiallon Pump,Teuruml 50PU2.155 RECIRCULATE PUMP 6 1 Spray Header Aeeembly 11.INTERIOR LENGTH TO WIDTH RATIO IS 2.3:1(118.8-INCH INTERIOR LENGTH 1 115 VAC 5 - 1 IPmp Bank Pump Assembly, Gould.LSP03 613-INCH INTERIOR WIDTH=2.3). (RED) 4 1 Spray Header Support Structure 12.FREE VENT AREA BETWEEN TOP OF BAFFLE WALL AND BOTTOM OF TOP BAFFLE 3 1 Support Slmcture SLOT IS 39.71W. 2 1 Dlecharge Pump Assembly Goulds LSP03 13.BAFFLE WALL THICKNESS IS 0.31 In 18 nI SINGLE LINE WIRING DIAGRAM 1 1 IODO Gd.Poly Toni, N.T.S. ITEM OTY. DESCRIPTION STAAR .5 TREATMENT TANK DETAIL INFILTRATOR IM-1060 SEPTIC TANK DETAIL I I- : .II 1' 1-`m8- CN 1 NJ.S. N.T.S. �+ a312 a PROVIDE SWEEP ELBOW AT DISTAL EXIST. RES. END OF PSD. (TYP.) F.F. EL. 8.88 INV. EL. 6.00 INV, EL. 6.00 - GROUND ELEVATION 6.6 I INV. EL. 6.5 I 12' STAAR .5 OF NEVI/ ---------� J SEPTIC TANK TREATMENT TANK a GEOMAT DISCHARGE GEOMAT ELEV. 4.5 ��- ro,�_ DANIEL R . FALAS C 0 , I . L' . , 1 C . 16 INV.. EL. 6.25 5, )NV. EL. 5.85 3 ROWS' MIN ' EACH � \� 9 Co I CONSULTING ENGINEER HEIGHEST EXPECTED GROUNDWATER ELEV 1.5 --- ------- -------------�--- - — ----- --- ------- -- --- ---- -- ¢ 94 STEUBEN BLVD., NESCONSET, NY 11767 SANITARY SYSTEM PROFILE - � (51 s) 317-7209 N.T.S. g AGO Q �05(i9 �� DATE: 7-18-20 SCALE DRAWING NO. REV: 8-20-20 AS NOTED 2 OF 2 x 2- PVC HEADER W/ 1 REDUCING BUSHINGS oz-o DWELLING TO MEET GEOMAT DISCHARGE PIPE / PUBLIC WATER STAAR .5 TREATMENT t77.J8' �� o FILED MAP N le47'00" lY _ _ _ _ ._ _ .— _ _ _ z $ 206.00' �n PROPOSED VENT 2' MIN. W/ CHARCOAL FIIXER MIN. 3' SEPTIC N f FROM�OR/WINDOW PROPOSED I/A PANEL / MAN __ \N CZ `s - r/ �/ EXISTING ENGINEER'S CENTIRGAT-w REc 1 D• MAN 1 WATER SUBltfitT R. •�R ` rERTIFICAAN I NO HOUSE TRAP o $\ �, o O SERVICE. � u�rIO�I ABALE� p(SYSi ING ( VENTING THROUGH HOUSE ¢\\ FOR INgTpI�TiOI`4 CON ` \ SANI�� 1 1/2- PVC RECIRC. LINE OF s s�` OR FINALAPPROVAL USEFO �V�t�l-073' RELOCATE r F \ \ �' �/ 1 STORY EXIST. WATER o ERVICE 5SOMMCE N \ \ \ 1 FAMILY RELOCATED a DWELLING 10 WAS (3 BED.) SERVICE - �� 2,150 SF GARAGE - r 550 SF / r i' SPt 1� $ C7cY THE T W EX U E(S) LOT AREA \ F.F. 8.88 / SUFFO C0�1NTY nPT F HEAL,H SERVICES. \ 18,921 SF \ G.F. 6.00 CALL 8 URS IN ADVANCE, \ 1 T CH t LE IT35�'ECTION(5). eXt ► SAn1iZY�5 nlUSi II1 0.434 AC / DRIVEWAY AbardonrTenf" 1 eni require Submi> SCTM# 1000-70-10-54 corriformance v de off T as (xi / cornpie€ed farm OH ON OVERH \ / / @£ETRIC 177.1 / 4 SYSTEM DESIGN CALCULATIONS i 110 GAL/DAY X 3 BEDROOM = 330 GAL/DAY 330 GAL/DAY / 3.25' (GEOMAT WIDTH) / 3 (CAT 1) _ SURVEY OF PROPERTY 33.8 LF REQUIRED _ cN LOT -16 48 LF PROVIDED o�� — "� COMMIINITI MAP WOOD R10-03-0014 DATUM - NAVD88 SOUTH 3 30•oo" LOTS NOS. 1 -53 INCLUSIVE_ 4.1' DARK BROWN SAND (SP) � ao' FILED: NOVEMBER 24, 1953 - MAP No. 2141 �-^ SITUATE reG SOUTHOLD, TOWN OF SOUTHOLD HIGHEST EXPECTED 1.5 0 GROUNDWATER ELEV. 1.4 ¢ ,�'� twl < "f�tDEPARTMENTOFHEAL'!HSERVICES SUFFOLK COUNTY, NEW YORK SCTM# 1000-70-10-54 I 3.9' COARSE BROWN SAND SSW) I K�FOR A"ROVAL OF CONSTRUCY ON FOR A� 12.0' - dINC;LE JfAMLY RESIDENCE OKLY ,��,oFNEwr0, DATE Hs NO (--Z•d -���� � DANIEL R. FALASCO , P .E. , P .C . Iv- A"LOVED CONSULTING ENGINEER I 4.0' COARSE SAND AND GRAVEL (SW) FOR Ni/ ASUM OF BEDROOMS 94 STEUBEN BLVD., NESCONSET, NY 11767 MIMS THE Y&ARS FROM DATE Or APPROVAL (51 s) 317-7209 RE TEST HOLE DATA UNOFFICIAL COPY �ysF '�O. 0569g9 ��'\ - I DATE: 7-18-20 SCAIX DRAWING NO. N.T.S. for price quote purposes only opROFESs10NP� REV: 8-20-20 1"=20' 1 OF 2 Reclaim cur Water - B A A' '1 OO O0-1O a O ggg �o 62.2 Finished Grade xf5D80d ^ u PROVIDE SECONDARY WTH ° bA � � SAFETY COVERS (TYP) 9 �.�. MIN. 24- B OW GRADExs 12 , B. PROVIDE SWEEP ELBOW AT DISTAL 1" Sch- 40'PVC Distribution Pipe a 127.0 [3,226] EXTERIOR LENGTH END OF PSD. (TYP.) INLET OUTLET - 3/16"ORIFIC HOLES @ 18-O.C- 13 TOP VIEW \\\ GeoGuard Orifice Shield PROVIDE SECONDARY e 4 SAFETY COVERS (TYP) �10.2 [260]FREEBOARD TEF-LUTE nL7 GeoMat Core 4" EFFLUENT FlLT13T 18" MIN. IV 3" Fabric ..+-r'u� 4'-6- INLET I 6.5% 30" MAX w AIR SPA OUTLET [i j PER D-z SwAtt CODE THI ESS COMPARTM T PER I CODE A 44.0g� COMPARTMENT DEPTH B •~ 13 6 Med.Bags(Large)15 CUFF ALL EXCAVATED TRENCHES TO BE FILLED WITH 2'MIN.BANK RUN SAND 12 2 FRALO Pk.U.Rbm'and Ud "GEOMATS AS SUPPLIED BY GEOMATRIX SYSTEMS LLC-• 11 1 Air Intake Ammnely . 10 2 I Ineeri Anemn6ly GEOMAT LEACHING SYSTEM DETAIL 9 , lw k,Iet Ppe N.T.S. B 1 Pump Bad:Stantl 2/3 TOTAL VOL a�-1/3 TOTAL VOL 7 1 Reticulation Pump,Tsu,ani 50PU2.155 SECTION A-A' 5 1 spry H-dm Ae tdy- NOTES: . LOW LEVEL 5 1 Pump flack Pump Aeaernblyt GaW,*LSP03 FLOAT SWITCH 4 1 Spray Heads Support Structure 1-ALL DRAWING DIMENSIONS IN INCHES[MILLIMETERS]OR AS NOTED- (WHITE) 3 1 Swp°rt Saue 2. EXTERIOR OF ACCESS OPENING LID INCLUDES THE FOLLOWING WARNING IN CONTROL HIGH LEVEL 2 , Dbdr°rye Pumpciw A-mbly,Gould.LSP03 ENGLISH,FRENCH 8 SPANISH:'DANGER DO NOT ENTER POISON GASES.' POWER FLOAT SWITCH 1 11ODD Gd.Pdy T 1, 3. TANK MARKINGS WILL INCLUDE:MANUFACTURER NAME,MODEL NUMBER•LIOUID 115 VAC (YELLOW) ITEM OTT. DESCRIPTION CAPACITY,DATE OF MANUFACTURE,MAXIMUM BURIAL DEPTH,INLET.AND OUTLET. 4. THE TANK MAY BE BACKFILLED WITH SUITABLE NATIVE SOIL SEE INSTALLATION INSTRUCTIONS FOR 15 AMP STMR DISCHARGE PUMP GUIDANCE.IF THE NATIVE SOIL DOES NOT MEET THE INSTALLATION INSTRUCTIONS GUIDANCE THEN 115 VAC STAAR .5 TREATMENT TANK DETAIL BACKFILLING WITH SELECT MATERIAL WILL BE REQUIRED. CONTROL PANEL (C ) 5. MAXIMUM BURIAL DEPTH IS 48 In 11,219 mm]. PUMP MINIMUM6. RETURN PUMP N.TS 7. MAXIMUM VEHICLE LOAD 15 4f 500413[2"N]AXLE LOAD. POWER 115 VAC S.TANK 15 FOR NON-TRAFFIC APPLICATIONS. 115 VAC (BLACK) 9.AIRSPACE IS 16.5%. 20 AMP 10. OUTLET TEE IS COMPATIBLE WITH EFFLUENT FILTER. RECIRCULATE PUMP 11.INTERIOR LENGTH 70 WIDTH RATIO IS 2.3:1 1118.84NCH INTERIOR LENGTH 115 VAC (RED) 51.74NCH INTERIOR WIDTH=Z3). 12-FREE VENT AREA BETWEEN TOP OF BAFFLE WALL AND BOTTOM OF TOP BAFFLE SLOT IS 39.7 in'. SINGLE LINE. WIRING DIAGRAM 13.BAFFLE WALL THICKNESS IS 0.31 In[8 mm). N.T.S. INFILTRATOR IM-1060 SEPTIC TANK DETAIL UNOFFICIAL COPY N.T.S. for price quote purposes only PROVIDE SWEEP ELBOW AT DISTAL Reclaim Qv u r Water EXIST. RES. END OF PSD. (TYP.) F.F. EL. 8.88 INV. EL. 6.00 INV. EL. 5.90 GROUND ELEVATION 6.6 INV. EL. 6.5 1 12' J STAAR .5 25' HEAD HEIGHT OF NEw _________� SEPTIC TANK TREATMENT TANK e GEOMAT ELEV. 4.5 r� DANIEL R . FALAS C 0 P .E . P . C . GEOMAT. DISCHARGE �Q �� F y y INV. EL. 6.25 INV. EL. 5.65 3 ROWS - 16' EACH 3' 3' MIN CONSULTING ENGINEER HEIGHEST EXPECTED GROUNDWATER ELEV 1.5 ------------------------------------_------------------------ 94 STEUBEN BLVD., NESCONSET, NY 11767 c�SANITARY SYSTEM PROFILE (516) 317-7209 �s ti �_ 111S. �p °• 05699 ��' pESS10NA� DATE: 7-18-20 SCALE DRAWING NO. REV: 8-20-20 AS NOTED 2 OF 2 9-19-20 6-7 DWELLING FILED MAP N 18'47'00" A / PUBLIC WATER STAAR.5 TREATMENT 17718' A-38.5' n`e — — — — — — — B-29' $ 206.00' cn EP lot o —1 VENT \ '�° w 5' ' \/ 2 B_2g'� B-3 o EXISTING v C, 1 I ' CHARCOAL ? s 0 WATER RE FILTER O I/A PANEL O \ I o d 1p VO 1 1/2"PVC RECIRC.LINE °� A 3' A-19.5.' 1 ILY 1 STORY y n y Nrt\ \ \ \ \ DWELLING A WATER ` �5 sip-\ \ \ \ (3 BED.) \ SERVICE O o l o v \ 2,150 SF GARAGE \ \ x �k '`y LOT AREA\ \ \ F.F. 8.88 550 SF In �� � 18,921 SF � \ � G.F. 6.00 a c a, 0.434 AC DRIVEWAY SCTM# 1000-70-10-54ON ON OH -ON I / OVERH SYSTEM DESIGN CALCULATIONS REETRIC _ —' C t7418' 110 GAL/DAY X 3 BEDROOM = 330 GAL/DAY I _ 330 GAL/DAY / 2.833' (GEOMAT WIDTH) / 3 (CAT 1) 39 LF REQUIRED \ __ __ SURVEY OF PROPERTY 54 LF PROVIDED (4 BEDROOMS) LOT 16 R10-03-0014 MAP AS - BUILT S UTHWOFOD 4.1' DARK BROWN SAND (SP) Q if .00" E DATUM - NAVD88 ��. ryfin s so•g0 LOTS NOS. 1-53 INCLUSIVE i9a.00' FILED: N_OVEMBER 24, 1953 - MAP No. 2141 �O9yy SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SITUATE HIGHEST EXPECTED 1.5 o APPROVAL OF CONSTRUCTED WORKS FOR SOUTHOLD, TOWN OF SOUTHOLD GROUNDWATER ELEV. 1.4 gF ASINGLE FAMILY RESIDENCE SUFFOLK COUNTY, NEW YORK 3.9' COARSE BROWN SAND (SW) SCTM# 1000-70-10-54 tz.°' Date lnonozz H.S. Ref. No. R-zo-loss OFNEbyr g disposal ppy DANIEL R. FALASCO, P.E., P.C. � O,Q The sewage d' osal and water su �I facilities at this location have been 'f' inspected and/or certified by this Department or other agencies and found 4.0' COARSE SAND AND GRAVEL (SW) to be satisfactory FOR A MAXIMUM OF 4 BEDROOMS. CONSULTING ENGINEER 94 STEUBEN BLVD., NESCONSET, NY 11767 TEST HOLE (516) 317-7209 DATA �yJ+ * 9g v2� RAIGi NE PE ,P.E.,CHIEF N.T.S. FOA °•0569 �� Office of Wastewater Management DATE: SCALE DRAWING NO. ROFESSIONP� 12-15-21 1"=20' 1 ROBERT I. BROWN, ARCHITECT P.C. 205 BAY AVENUE GREENPORT,NY 11944 631-477-9752 FAX 631-477-0973 infooribrownarchitect.com Transmittal Date: May 8, 2019 To: Southold Building Department Re: Triolo Residence 430 Beachwood Lane Southold,NY (hand delivered 5/8/19) Enclosed please find application, set of drawing and a $50 check for disapproval. FD) MAY 201 � 8 9 Thank you, Karen Szczotka Agent for Robert I. Brown Architect, PC ROBERT I. BROWN, ARCHITECT P.C. 205 BAY AVENUE GREENPORT, NY 11944 631-477-9752 FAX 631-477-0973 info@ ribrownarchitect.com Transmittal Date: May 22, 2019 To: Southold Building Department Re: Triolo Residence 430 Beachwood Lane Southold, NY (hand delivered 5/23/19) Enclosed please find revised site plan showing lot coverage for disapproval application. Thank you, OWE D MAY 2 3 2019 Karen Szczotka TOWN OF SOU zzaL� Agent for Robert 1. Brown Architect, PC ROBERT I. BROWN, ARCHITECT P.C. 205 BAY AVENUE GREENPORT, NY 11944 631-477-9752 PAX 631-477-0973 info ribrownarchitect.com Transmittal Date: September 11, 2019 To: Southold Building Department Re: Triolo Residence 430 Beachwood Lane Southold, NY (hand delivered 9/W19) Enclosed please find revised drawings for disapproval amendment and $50 disapproval fee (check#: 1932)____ SEP 1 2 2019 Thank you, �, r : 4. Karen Szczotka Agent for Robert I. Brown Architect, PC ROBERT I. BROWN, ARCHITECT P.C. 205 BAY AVENUE GREENPORT, NY 11944 631-477-9752 FAX 631-477-0973 info@ribrownarchitect.com Transmittal Date: January 29, 2021 To: Town of Southold Building Dept Re: Triolo Residence 420 Beachwood Lane Southold,NY Enclosed please find application for the above referenced. Please note the Health Department original stamped plans will not be sent until the Owner's grant application is completed. When I spoke to the Health Department they explained that they approved the plan and design for IA and when the grant paperwork is completed they will fill in the date and send the original permit. If you have any questions, please let me know. Thank you, 100, Karen Szczotka Agent for Robert 1. Brown Architect, PC karen@ribrownarchitect.com O YY h. ti Cl hr.I�W J2 V 61 tT e kp .l'..: .X O LO J F�OGP�'P�SL xAuL C, G 4: x op xfa ( O 243 x.%z PROF05ED 0 ` ' 6� 1' PORCH PROd05ED s 1 _ ADDITIONArl 3 O. x.&Z rp p .0 tiro PROPOSED 4 ADDITIO Izt �� '3s 'llk F+ p / PR POS v ? �s IM E 5 LE Off, /711 du x �!/ % ti x 4.3x x e• o ✓ NO sfcyq rGpq O x Y zp o • to Q1 q�c^C 09S `�a�Z �• O 2 75' FROM TIDAL WETLAND BOUNDARY / pOgr f Gpc x LINE Off TIDAL WETLAND v-o = so°�F�o��ts� oq ���° oo��P �P�� 4°o 50UNDP/KY AT CL05E5T ��s�Fti�� 4� ^� POINT OF EXI5TING ��9`� STRUTU RE ' � �qs oG BASED ON SURVEY BY: // e � � �o o`doe �Q ��s_AL jL v NATHAN TAFT CORW]N III,/)!AND SURVEYOR ,t� o DATED: o6 OCTOBER, 2o18 (..7 �S� �Q• PS g� SCTM:i000-�7o.-10-54 � � �P '� �� ��REDAR ZONED: R-40 o� y� �eP �5 ART 1.13 y/T�` AREA:18,922 SF ( 0.434 AC) —� s�"� o rL'�� I1lc NOTE: ELEVATIONS HEREON REFER TO NAVD 1988 c� p�`L' �h �aP�+ �;• .`'r LOT COVERAGE: , 3 1� A 16341 �oP� LOT AREA: 18,922 SF -4 , u F NEW EXISTING HOUSE + GARAGE: 2170 SF � P ' PROPOSED HOUSE ADDITION: 477 SF ,� ; R SITE L 4 ?lq PROPOSED DECK: 518 SF PROPOSED PORCH: 238 SF SCALE:I" = 20' �QPOSE•D-D'RIVE•WAY:�-----------�=r���_5�---'--_- =' I —' �,"_ ,�. _ I'I' VIOLATION A VIUIUN UF'I'I IF LAW FUR ANY PERSON,ND �.. ' UNLESS ACTING UNUER'I'I IF DIRECTION UFA O\ TOTAL FOOTPRINT: 458o SF 1 ry - 'motANY ITEM UN I'IISDRAWINGLICENSUDARCIIINLANY WAY.'ANY AU'I'I IURI'LEU '� AL'I'ERA'I'IUN MUSI'BE NU'I'EU,SEALED,AND PROPOSED I >, ,_4� CD UESC'MIED IN ACCORDANCE WI'I'I I'I'I IF.LAW. TOTAL COVERAGE: 8o /i8 22 2 2% 45 9 = 4• RENOVATIONS &ADDITIONS t 2o5 Bay Ave. Greenport NY TRIOLO Robert I. Brown info@ribrownarchitect.com 24 MAY, 2019 43o BEECHWOOD LANE SCALE: i' = 20' SOUTHOLD, NY Architect, P.C. 631-477-9752 PROPOSED CRAWL5PACE PPOP05ED CKAWL5PACE 5EWAG OUT FURNA EX15TING CRAWLSPACE WATER EX15TING HEATER 5UNROOM REniOVE EX�5i.nG 5?yR5 EXISTING 00 GAL OIL TANK GP io EXCAVATE �I`OUNDATION CUT OPENING IN cTO BASEMENT WALL wal 5LAB M1Ew A�+CR.RE WALL R�"iammG LEVEL Sia,Rj EX15TING GARAGE SLAB PROPOSED BASEMENT (s1 2" DIA �{{I 2" DIA 1 2" DIA 50NOTUBE ® 50NOTUBE 50NOTUBE TO 36" BELOW BELOW BELOW GRADE GRADE GRADE PO ADD NAL GE B IT IS A1YFC�.A.TICR�?f?FT 9�E P z�J FOP.�`�i`dl'P�viS©N, UNLESS ACTING D:ODER THE ��REDAl? DIRECTION CE A LICEMSE® ARCHITECT,TO ALTER ANY FOUNDATIONav` ANISY AD-RAHMOMRG ALTERATION MUST BE PLAN NOTED,SEALED,AND Ti DESCRIBED INI ACCORDANCE 16341 Q'E" WITH THE LAW. OF NE�yp TRIOLO RESIDENCE RENOVATIONS &ADDITIONS Robert I. Brown iIn ri Ave. are itect. NY 43o BEECHWOOD LANE SCALE:1/8" _i'-d' into@r�brownarchitect.com REV Sep 9, ao19 SOUTHOLD, NY Architect, P.C. 631-477-9752 A . 7 WALL PERMEABLE 18„ CRU51 iED STONE 5 PATIO 1 8 RETAINING RETAINING WALL WALL xa —1 _L_1 — — ,20 — —jJa' I 5a BUM EO 1 1 I PROP05ED MASTER EXISTING _ BEDROOM BEDROOM 3,jaARIN ,sr,nG M�ODpIF�IED `+ ROOM om I 1 I I 2esa L----------------------------------------J I I a PROF(5Ed 21.G-ELR.Y,Z GE 0 'ON%0 CCX.�•E5: i 1 9E^ER-nE.40E. f3: i:'•9/.LVI.l•2:� :Ttft ___________ -_-___-_-_-__ _ f, 569 ❑❑ T..2• J - 9A I E� 2Ma • O — Ubr El I • DOWN O -- - -- 23 I 71— 77717777- Kl PQ5E io _ E I� EX15TING BEDROOM / ,2 r -- 3. 30.8 MODIFIED GARAGE 11 El e g IS A V 0'- T 10N OF THE j - LAIN FOR;"r-A'PEk SON, �EQLED AR ® `�gF ra S e C'TiNG UMMER THE /2 0., FIRST . ,��ES� cE��. / [APEC'TiON OF A LICENSED Q'�0� � - 00� l w 01 RJ, N 9- E Eao E�t�€_G-IITEC'E,Ti O C.LTER ANY oo G GE C, ITEM ON THIS DRAWING M FLOOR AN"WA`�ANY Pi-T-40 R I Z E 0 ACI ELATI ON$'bMST BE PLAN NOTED,SEALED,AN 6341 D DESCMEEDIN1.ACCORDANCE �cP V'tifITH THE LAW. F NEON TRIOLO RESIDENCE RENOVATIONS & ADDITIONS Robert I. Brown 2o� Bay Ave. Greenport NY REV Sep 9, Zo19 SOUTHOLD, NY LANE SCALE:1/8"=i'—o" in?o@ribrownarchitect.com 7 975 narchitect.cot�I Architect, RC. 6 � 2 r A AB I I I 1 I 1 I I I I I I I I 1 I I - I I I 1 I I I I I I I I I I I I I O I I I 1 1 I I I ' I 1 t I I 1 I I I I I I j UNFINISHED 1 ATTIC 1 1 ------------J I I L--------------------------- 1 1 1 I I --------------------- ------ ----- - C.'U" C UllG --------------------- ----- ----- - I I ' I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I 1 I I UNFINISHED 5 CEWNG ATTIC I I I I I 1 t I IT IS A VIOLATION OF THE LAW FOP ANY I I I 1 PERSON, \ �EED UNLESS ACTING UNDER THE L, c?5 �FiT I gR y/�c� SECOND DIPECTIO J OF A LICEMSED © ARCHITECT,TO ALTER ANY 2 I 1 1 I = ITEN'I ON THISDRAWING IN - FLOOR ANItVVAA PANYk,: HORIZED ALTERATIOM M,63 T BE NOTED,SEALED,AND 1634A NEw PLAN DESCRIBED IN ACCORDANCE 9T y !i3 `iTH THE LAW. AW - TRIOLO RESIDENCE RENOVATIONS Robert I. Brown ZOrj Bay Ave. Greenport NY REV Sep 9, 2019 SOUTHOLD,OOD LANE SCALE:1/8"= 1'-0" ' i 3 0@�975 narchitect.com NY Architect P.C. 6 2 O IT IS AViO§ATI6•N OF THE LAW FOP,ANY PERSON, _ ED AR UNLESS ACTING UNDER THE ��TF ROOF DIRECTION OF A LICENSED Q� © ARCHITECT,TO SALTER ANY ITEM ON'FLIES I'PAVVING IN PLAN AI4Y WA.ANY Al THORIZED ALTERATION IMUST BE NOTED,SEALED,AND 1634A Q� € ESCRIBED IN ACCORDANCE �0 NEw WITH THE LAW. TRIOLO RESIDENCE RENOVATIONS &ADDITIONS Robert I. Brown 2o5 Bay Ave. Greenport NY 43o BEECHWOOD LANE SCALE:1/8"=i-o" info@ribrownarchitect.com REV Sep 9, a019 SOUTHOLD, IVY Architect, P.C. 631-477-9752 /E10 ® a ® a ® E I ®®® ®®n F1 r,Esv OVEr'AD NEW OVEerEAD ' s vAGE JOCK 70Ui NORTH ELEVATION (FRONT) Em ILLA E + f IT IS A VIOLP i ION OF THE LAW FOP A Ll NY PERSON, F-D Ali I3NLES S A2TiNG UNIDER THE DI RECTION OF A LICENSED f-RCM Y ECT, 8 O ALTER ANY � Y EfVi ON THIS DRAIVIANG IN ANY WAY..ANY k-THORIZED 4; SOUTH ELEVATION (REAR) ALTERATION MUST BE NOTED,SEALED,AND T 341 Q� DESCRIBED IN ACCORDANCE W[TH THE LAW. E� TRIOLO RESIDENCE RENOVATIONS &ADDITIONS Robert I. Brown inp lay Ave. Greenport NY 43o BEECHWOOD LANE SCALE:1/8"_�'-o" in o@ribrownarchitect.com REV Sep 9, 2019 SOUTHOLD, NY Architect, P.C. '631-477-9752 TH El 'ER.uEAB,E CRU5nW 5,0,E ""0 EAST ELEVATION IT IS A V€CP.ATICN OF TIME LAW FOP ANY PERSON, ���RED A 0 U14LESSACTING Up€!+'eDER THE PERMEABLE Zli—EiECTICI�OF A LICENSED STONE PATIO ...._ _CT,TOALg ER ANY J r-er P.T m nq&XVING IN r._ A°NY lr AY ANC'k-7 aORIZED " •+ 'ti WEST ELEVATION ALTERATION MUST BE : NOTED,SEALED,AND � 341 DESCRIBED IN ACCORDANCE p �o W[TH THE LAW EW TRIOLO RESIDENCE RENOVATIONS & ADDITIONS Robert I. Brown ao Bay Ave. Greenport NY 43o BEECHWOOD LANE SCALE: 1/8" = i'-d in o@ribrownarchitect.com REV Sep 9, 2019 SOUTHOLD, NY Architect, P.C. 631-477-9752 ® 0 FE-01 0 EI ®®® ®®® ® ® � NEW OVERMEAD NEW OVERl+EAD GARAGE DOOR GARAGE DOOR NORTH ELEVATION (FRONT) F-o A11 E 11 [1 [1 7 fj �c'y. Ln 9TFo-N U�p El IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY _ 9 T EM 014 THIS DRAX".�IiNG IN ANYSOUTH ELEVATION ALT RA ANY.e.v r ORcz ® VATI O N NOTE �a SEALED,q A D P°t3 NOTED, �,s'�9Q QESC zMED IN ACCORDANCE TRIOLO RESIDENCE RENOVATIONS &ADDITIONS ROber't I BrOWri 2o5 Bay Ave. Greenport NY 43o BEECHWOOD LANE SCALE:1/8"_i'-o" Architect P.C. � o@ribro�narchitect.com MAY 7, 2019 SOUTHOLD, NY 3 -477-975 EAST ELEVATION O Z � q 0 �OP� IT IS,`A VIOLA 'ION OF THE LAB!FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICEMSED ARCHITECT,TO ALTER ANY ITEM ON THIS MGAVVING IN ANYWAY ANY A-.,-214ORIZED ALTERA T ION MUST BE WEST ELEVATION �'° ° €=''L!A AND CO L9�-CIS°uvI?I�"ACCdaRT3ANCE �?T+A T TRIOLO RESIDENCE RENOVATIONS &ADDITIONS - Robert I Brown zo Bay Ave. Greenport NY 43o BEECHWOOD LANE SCALE: 1/8"=i'-o" Architect i o@ribro wnarchitect.com MAY�, aoi9 SOUTHOLD, NY P.C. 3 -477-975 PROPOSED WOODEN DECK i 2OG6 30G3 '20G6 30.6 ? EX15TING 7Z fR,& iED /I - -' I I du1U u i - PROPOSED MA5TER EX15TING BEDROOM BEDROOM II MODII'llt LIVING CATHEDRAL CEILING — — — — — — — — — — — — — - 5vwcTjRAL.pj reonioN:wcouAite 3MCK-HCAOE (31 i Lo-w:2:, YUL 1/2' "O� rr-C 4'-4' 77 U, C\j L;p 77 K PO,5L- EX15TING BEDROOM MODIFIED DAR GA GE _ 17 X 1 1. / 12-1 3096 Alll ElTF 7A- 16 F NEB a VE C C" IT IS A VIOLATION OF THE LAW FOP ANlY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED FIRST FLOOR PLAN ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAYANYA,THORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. TRIOLO RESIDENCE RENOVATIONS &ADDITIONS Robert I. Brown 20 Bay, Ave. Greenport NY MAY 7, 2019 43o BEECHWOOD LANE SCALE: 1/8" i'-d' in�o@rtbrownarchitect.com SOUTHOLD, NY Architect, P.C. 631-477-9752 I I I I CEILING 1 3 4" I ::^•1 I I I I \ I I I I UNFINISHED I I OPEN TO I O UNFINISHED ATTIC I I BELOW I ATTIC I I I L - fl O' CEILING J L - ATTOP-OF - - - - - - - - - - - - - J DORMER 0 oowr. _ 7' 7' CEILING CEILIN _- I I - ED A& 5' �I I UNFINISHED I r5' CEILIATTIC CEILI I ' 1 4'-10 1/2„ 3 10'-0 IT IS A VIOLATION OF TH LAW FOR ANY PERSON, SECOND FLOOR PLAN UNLESS ACTING UNDER THE DIRECTION OF A LICENSED © ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY ANYA THORIZED ALTERATIO14 MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. TRIOLO RESIDENCE RENOVATIONS &ADDITIONS Robert I Brown zoo Bay, Ave. Greenport NY MAY'7, 2.019 43o BEECHWOOD LANE SCALE: 1/8"=i-d' ino@ribrownarchitect.com SOUTHOLD, NY Architect, P.C. 631-477-9752 PROPOSED WOODEN DECK C , C ,20sa 30s8 ;lac 30Sa ? EXISTING ?�a I — — - - 11ZIA, I I a ED I = PROPOSED - MASTER ,P EXISTING BEDROOM I I BEDROOM ff MI LIVING CATHEDRAL ° ROOM CEILING G.2'� I -- — - rKe, 5TRUCTDRAL W GE 0�10Ny.0 CDuAT T.E5:dMERnfACt (3)i Z'_3/.'LvL+ :2: STEEL i�2" _ .. 00—. .P 4n,c I VI - fV R POSE = YrE = o? EXISTING MODIFIED - BEDROOM _ GA GE = Bldg Dept copy from ZBA 30SO Final reviewed o�uryients C ZBA File# as` C I Date: 6/ / — — — ❑ ❑ w 'Rn N• 9 OVE EnD - G E / IT IS A ViO;,ATION OF THE L A.iY FOR ANY PERSON, ��FED ARC UNLESS ACTiNG UNDER THE DI FIRST FLOOR PLAN ECT rsEC OF h L ICE.tISED © l=`"v:i€T ECG',TO ALTER ANY ITEN4 O€3THIS DRAWING IN ANff WAX ANY A-,HORIZED A_TE IR'Lrh.T€oN nuj3 i BE a aa NOTED,SEALED,AND DESCMEED IN,ACCORDANCE �Tq 16341 �OQF WiTi I THE LAIN F NE-V TRIOLO RESIDENCE RENOVATIONS &ADDITIONS Robert I Brown zo Bay Ave. Greenport NY MAY 7, 2019 SO .o BEECHWOOD LANE SCALE:1/8"=,'-o" info@ribrownarchitect.com UTHOLD, NY Architect, P.C. 631-477-9752 I CEILING I 13'-4" I UNFINI5HED OPEN TO O UNFINI5HED I ATTIC I I BELOW I ATTIC I I O' CEILING I L_ - - 7T-701-'OFJ L — - - - -- - - - - - - - - J - DORMER D DOurt• _ 7' 7' CEILING CEILIN r — — ___+-—_:=_ 171 1 1 1 1 Bldg Dept copy from ZBA Final review gmeets ^� ZBA File#J 5 1I I UNFINISHED r5' Date: (, - CEILINI� I ATTIC I CEILI v' 14'-IG c IT IS A iOL AT rQN OF T14E FtED AR I_A 61 FOP A11.iY PERSON, �FtT SECOND FLOOR PLAN UN LESS AO.TINI o G UNDER THE � °� i_RECn::sa OF A LICE SED � © PRCHITECT,To ALTER ANY ITEM F)N THIS DRAWING IN i( ANffWAY ANYA<_THOR€ZED ALTERATION 1 1UST BE � KOTE D,SE,,!ED,AND �q� 16341 y°P D ''3CR`BED W ACCORDANCE NENN TRIOLO RESIDENCE RENOVATIONS &ADDITIONS Robert I. Brown ao Bay Ave. Greenport NY MAY 7, ao19 43o BEECHWOOD LANE SCALE:I/8"=,�-o' in?o@ribrownarchitect.com SOUTHOLD, NY Architect, P.C. 631-477-9752 ® ®®® U. r.E.OVERMEAD he.OVERMEiD GARAGE OOOR GARAGE DOOR NORTH ELEVATION (FRONT) Bldg Dept copy from ZBA Final reviewed dQQe menu ZBA Pile # o� Date: (7/ / IT IS A VIOLATION N OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN c ANY VVIAY ANYA-THORIZED ALTERATION MUST RE NOTED,SEALED,AND - DE-SCREDED IN ACCORDANCE WETH 9HEErrI F + Ll ED AFRI� Q SOUTH ELEVATION °(REAR) �q�. 341 QQF- TRIOLO RESIDENCE RENOVATIONS &ADDITIONS Robert I. Brown 205 Bay Ave. Greenport NY MAY Zo1 43o BEECHWOOD LANE SCALE:i/8"=i'-o" info@ribrownarchitect.com 7' 9 SOUTHOLD, NY Architect, P.C. 631-477-9752 Ll EAST ELEVATION Bldg Dept copy from ZBA Final reviewed doc meats 'ZBA F # Date: i T€S k VPCIATION OF THE €..A:vv FOR ANY PERSON, €"F%.; SS I%"U 1O UNDER THE _ P CH TECT,TO A. T'.Ej.Rs ANY IT,ENi ON T HIS DpRAy�Y;dC1ING'q yI�N .... .. ANY VVAY.ANY A. aHORIZED AL ERx h KM h6UST BE s NO ED.SEALED,AND ES CP Efs If r C -ORDANCE �^ WFL HTS1Ef AN. C\: ® vkED AR y A •i. Yfe. y� 41 oP� WEST ELEVATION TRIOLO RESIDENCE RENOVATIONS &ADDITIONS Robert I Brown 205 Bay Ave. Greenport NY 43o.BEECHWOOD LANE SCALE:1/8 �'-o" into@ribrownarchitect.com MAY 7, zor9 SOUTHOLD, NY Architect, P.C. 631-477-9752 Yo CERTIFICATE OF INSURANCE COVERAGE STA °CWO-to:elnsa ioh under the NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW ..._ Board ART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) I b.Business Telephone Number of Insured INLAND HOMES INC BOX 117 631-298-9696 c.Federal Employer Identification Number of Insured or Social Security MATTITUCK NY 11952 Number Work Location of Insured(Only required if coverage is specifically 111993316 limited to certain locations in New York State,i.e.,Wrap-Up Policy) 2.Name and Address of Entity Requesting Proof of 3a Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) HARTFORD LIFE AND ACCIDENT INSURANCE COMPANY TOWN OF SOUTHOLD ATTN:BUILDING DEPARTMENT 3b Policy Number of Entity Listed in Box"1a" 54375.ROUTE 25 SOUTHOLD,NY 11977 ODB-068983 c Policy effective period 10/01/2020 to 09/30/2021 4.Policy provides the following benefits: I�A.Both disability and paid family leave benefits. 0 B.Disability benefits only. ❑C.Paid family leave benefits only. 5.Policy covers: M A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named Insured has NYS Disability and/or Paid Family Leave Benefits Insurance coverage as described above. saga° Date Signed 01/28/2021 >� � rel�C7' (Signature of Insurance carrier's authorized representative or NYS Licensed Insurance Agent of that Insurance carrier) Telephone Number (212)553-8074 Name and Title:Elizabeth Tello—Assistant Director,Statutory Services IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carriers authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 4B,4C or SB Is checked,this certificate Is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law.It must be mailed for completion to the Workers'Compensation Board,Plans Acceptance Unit,PO Box 6200,Binghamton,NY 13902-6200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 6B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect.to all of his/her employees. Date Signed B [Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note.Only insurance carriers licensed to write NYS disability and paid family leave benefits Insurance policies and NYS licensed insurance agents of those Insurance carriers are author/zed to Issue Form DB-120.1. Insurance brokers are NOT authorized to Issue this form. DB.120.1(9.17) IIIIIIIl111111111111°1°11�9°17IIIIII IH INLAHOM-01 CDASILVA ACORO"�� CERTIFICATE.OF LIABILITY INSURANCE DATE(MMIDDrcYYY) 1/28/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED . REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder'is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endgrsement(s). PRODUCER C TACT E• Neefus Sty a Agency ac°°,No,Exi):(631 722-3500 FAX 711 Union AVG. ) (A/C,Ne):(631)722-3691 Aquebogue,NY 11931 E-oA' ..info nsainsure.com INSURER(Sl AFFORDING COVERAGE NAIC# INSURER A:Evanston Insurance Co. INSURED INSURER B: Inland Homes Inc. INSURERC: c/o Robert Hiltz PO BOX 117 INSURER D: Mattituck,NY 11952 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY-EXPLTR LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE a OCCUR 3EZ7995 9/23/2020 9/2312021 DAMAGETO RaEoNT`ED n ce $ 100,000 MED EXP(Anyoneperson) $ 5'000 PERSONAL&ADV INJURY 19000/000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 2,000,000 X POLICY Pea LOC PRODUCTS-COMP/OP AGG S 1,000,000 OTHER: $ COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY (Ea accident) $ ANY AUTO BODILY INJURY Perperson) $ OWNED F 1 SCHEDULED AUTOS ONLY AUTOOSWN BODILY INJURY Per accident $ AUTOS ONLY A�TOS ONLDY PPeoaCCdent AMAGE $ $ UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ WORKERS COMPENSATION PER LITE ER OTH- AND EMPLOYERS'LIABILITY A AFFICPROPRIETOR/PARTNER/EXECUTIVE R/RIE ER�EXCLUD/E ECUTIVE Y❑ N/A E.L.EACH ACCIDENT $ (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more apace Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold Building Dept THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 9 P ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Route-25 Southold,NY 11971 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NSW Yotltstet®_itt�glanfetFtlnd.; B GQIZ.6.1'7'E;CEN1 Eftr.DR;-3RDiFLR;<NIBLUILLE,NEW Y.ORCC`11�?4 129- ,:.. - . 'e-At- MATTP"G,F 111 QE RS?' .QMP NSA/£TI;O I4IN l �i!?►N:C,E: nn.nnA.n 111993316 i z NLW- DMQMES>MC• MA7L1't`4CK•NY .8'N T07VAL FT, AN>i^sugsC'RIa� P IS iGYHU tSEfk CERTIFI¢A Ea [Q>:D)-R" '1IVtAlUD;Hf3;li'IIESs1T�TG` {� .=S{�;! HQLW�,�Jf1�s��I��ittQE�'1' SOX 1`1 SfJ?J ( l % 1 _+ M.;,,... NIi4lTl'ff�l.trlC�tY-11�52 `S(>IJ=7�iQ�D',:J�:Y�rt19'7�1-. I?(]I~IOl!IVt1MFER CRTIIFCT ;1VUfrR , E2' Pi1CI � r1Qf DATE: r1051532-6. 297t6 11�1St2U20 T 111312U21„ 1t2S1,2421 THIS:IS IO:OERTIFY THAT THE;POUCYHQLDER.NAMED ABOVE.IS.INSURED.WITH THE.NEW YORK'STATE:INSURANCE .FUND UNDER POLICY NO. 1U61;53M, COVERING' THE 'ENTIRE OBLIGATION OF THIS P.OI:ICYAOLDER•' FOR WORKERS: COMPENSATION' UNDER THE NEW' Y.ARK .WORKERS' GONIPEPr$A[ION. LAW VIJI7H, RESPECT TQ<AU OPERATIONS iN TEJ.frSTAfE OF.NEW.YORK, EXCEPT A5 iNpIGAf>TD,.;SE f Vti!,.AND WIT+i'RESPECT TO.ORERATIONS tQLjTSIDE OF NEVY YQRIf,'TO:`THE ROLI'CYHOLDF i:S..REGUJ 12 NEW YO.RIC STATE 4lU1pLOYE#S ONM, IF'YOU,1(I,II64 TOAE FVR,NO,IFjIGATIO•�IS REC�AROI1L�GsSAiO.F'OLICYrItj�I:UQING ANX>fJOT1�ICAVOWO-CA[+10EtLL1ZI0NS, QI3,TQ1iAiDAT -Tilz��xFtTIEIC�#fErYlsf�OiJR1ME8'Slr` TvTPsrnIV;{ic IlsrcOuuE Tt� R7rvfll..AsP,7kiE NEIIVt YOIa;K:51TE.INSUi �ICFIINLI"r3 t�lorklAER>*IM` RErk"1fFt�TOFAILUR� �oJyE'SUCH•�IG[1FrCiTdoNS,. Is- C.ERµTIFiCATE IS ISSUE ;AS i4, ,MATTER.,:;O l.NFQRPQATI,QN.. QtJEs xOFEt?S- .N ``F2(Gk1Y3: 'NOR:INSt1)tAtVCE. 09 I ACaE ;l1P�C1N:.THE'..D k 7iF1CAZ1r; _yHOLCIER:. .Ti 15`�i 'CER71F1(i/q ':: .DOE ' NS�T, )KMMEIiIGI; •EXTEND .OFt./lI ER THE.CQVERAGF AFEOFtt?EGt: •THE POLI.OY. NEU�F:YORIC.STAT .lNSURANGE.FIJIVD 3, DIRECTOR INSURANCE;FUND•UNDERWRITING VA LIDATION:NUMBER:83015219 U-28:3 t �'•�if, �t5'• n Eft. ��•�":),�,'�� ;;Y'— ��}iti :}i+ .. .. :�nsp�,. , YZI _ •"P,'w��.., irf��' — .tVll;..,'.�.t "b'.:�. n�lr .. S 9 i �i:' `'i� lip ,.r<•,r "r ?4.. .a.: -`,'t, .�, , _ � - _�':may, $t.`.? - ,• ?it?- - - `Y` - _ .... � j�~�.+•. . '�!'ft ice.:•'`;'•. -� _ . �Eiy`theGti�urt QCsclftdlk Numtx�t:.E1=•1:97:30- teas t '4:t �o iss iec�:' 09/flf'IP'99.0 • Cjin(iiis's"io.ner' - •` :E�pires: O�If�:S'f2022 1 CREScheck Software Version 4.6.3 �J( Compliance Certificate Project Triolo Renovation Energy Code: 2015 IECC Location: Greenport, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,114 ft2 Glazing Area 20% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 420 Beachwood Lane Robert I. Brown Architect P.C. Southold, NY 11971 205 Bay Ave Greenport, NY 11944 631-477-9752 info@ribrownarchitect.com Compliance: trade-off Compliance: 14.7%Better Than Code Maximum UA: 407 Your UA: 347 Maximum SHGC: 0.40 Your SHGC: 0.25 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Floor 1:All-Wood joist/Truss:Over Unconditioned Space 2,114 22.0 0.0 0.042 89 Wall 1:Wood Frame, 16" o.c. 1,144 22.0 0.0 0.056 54 Window 1:Wood Frame:Double Pane with Low-E 13 0.250 3 SHGC: 0.26 Window 2:Wood Frame:Double Pane with Low-E 13 0.250 3 SHGC: 0.26 Window 3:Wood Frame:Double Pane with Low-E 9 0.250 2 SHGC: 0.26 Window 4:Wood Frame:Double Pane with Low-E 4 0.250 1 SHGC: 0.26 Window 5:Wood Frame:Double Pane with Low-E 9 0.250 2 SHGC: 0.26 Window 6:Wood Frame:Double Pane with Low-E 9 0.250 2 SHGC: 0.26 Door 1: Glass 40 0.250 10 SHGC: 0.25 Door 3: Glass 79 0.250 20 SHGC: 0.25 Wall 2:Wood Frame, 16" o.c. 649 28.0 0.0 0.050 23 Window 7:Wood Frame:Double Pane with Low-E 9 0.250 2 SHGC: 0.26 Project Title: Triolo Renovation Report date: 01/20/21 Data filename: C:\Users\Ryan\Documents\REScheck\Triolo.rck Page 1 of10 Gross Area Cavity Cont. Perimeter Window 8: Wood Frame:Double Pane 9 0.250 2 SHGC: 0.26 Window 9: Wood Frame:Double Pane with Low-E 9 0.250 2 SHGC: 0.26 Window 10: Wood Frame:Double Pane with Low-E 9 0.260 2 SHGC: 0.25 Window 11: Wood Frame:Double Pane with Low-E 9 0.260 2 SHGC: 0.25 Window 12: Wood Frame:Double Pane with Low-E 9 0.260 2 SHGC: 0.25 Window 13: Wood Frame:Double Pane with Low-E 9 0.260 2 SHGC: 0.25 Door 2: Solid 20 0.500 10 Door 4: Glass 54 0.250 14 SHGC: 0.25 Door 5: Glass 54 0.250 14 SHGC: 0.25 Wall 3:Wood Frame, 16"o.c. 323 28.0 0.0 0.050 13 Window 14: Wood Frame:Double Pane with Low-E 13 0.250 3 SHGC: 0.26 Window 15: Wood Frame:Double Pane with Low-E 13 0.250 3 SHGC: 0.26 Window 16: Wood Frame:Double Pane with Low-E 15 0.250 4 SHGC: 0.26 Window 17: Wood Frame:Double Pane with Low-E 15 0.250 4 SHGC: 0.26 Window 18: Wood Frame:Double Pane with Low-E 15 0.250 4 SHGC: 0.26 Ceiling 2: Flat Ceiling or Scissor Truss 2,114 50.0 0.0 0.026 55 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in R check Version 4.6.3 and to c mply with the mandatory rp r. ments listed in the REScheck Inspection Checklist. OAS Name-Title Si na ure Date D A/I 2' 2 � ,rr OFNE�N��P�- . Project Title: Triolo Renovation Report date: 01/20/21 Data filename: C:\Users\Ryan\Documents\REScheck\Triolo.rck Page 2 of 10 CREScheck Software Version 4.6.3 �J( Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified : Tleld'Verified # Pre-Inspection/Plan Review Complies?- Comments/Assumptions Req.ID " Value. • Value 103.1, Construction drawings and o-{} 4= a= °s `` "` ❑Complies Requirement will be met. 103.2 documentation demonstrate ° [PR1]1 energycode compliance for the , " °§.r .-, ❑Does Not venvelope. a � ❑ ` Notµa Observablebuildin9 Thermal 4' ❑Not Applicable envelope represented on PP construction documents. 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2, documentation demonstrate a? ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. <�•- ❑Not Observable U Systems serving multiple ❑Not Applicable dwelling units must demonstrate 's compliance with the IECC * pg " #- ",i,••;.. Commercial Provisions. 302.1, -" Heating and cooling equipment is Heating: Heating: ❑Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: j Manual J or other methods Btu/hr Btu/hr []Not Observable approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:Triolo Renovation Report date: 01/20/21 Data filename: C:\Users\Ryan\Documents\REScheck\Triolo.rck Page 3 of10 Section #. : ,;:Foundation Inspec#iloir Complies?;;. ;_ Comments/Assumptions.'. 16 Regap 303'.2.1 A protective covering is installed to ❑Complies Requirement will be met. [FO11F protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ❑Not Observable grade. ❑Not Applicable 4019 Snow-and ice-melting system controls ❑Complies Exception: Requirement is not applicable. [FO12]2 installed. ❑Does Not ❑Not Observable []Not Applicable Additional Comments/Assumptions: 1 JHlgh Impact(Tier 1) 2 Imedium Impact(Tier 2) 13 ILow Impact(Tier 3) Project Title:Triolo Renovation Report date: 01/20/21 Data filename: C:\Users\Ryan\Documents\REScheck\Triolo.rck Page 4 of10 Section # ,'PlarisMeelfidd. W, d':Ve"r[fidid.,Framing/,R;ough=lnanspectlon CoMP11es7•- Comments/Assumptions• r, alue, 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 []Does Not table for values. [FR1]1 []Not Observable a ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ❑ 402,3.6, Not Observable 402.5 ❑Not Applicable [FR2]1 '" 303.1.3 U-factors of fenestration products n ��❑Com lies p' Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier " ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's I❑Does Not U instructions. []Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4'.5 IC-rated recessed lighting fixtures ❑Complies Requirement will be met. [F1116]2', sealed at housing/interior finish []Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 Supply and return ducts in attics ❑Complies Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not 14 >= 3 inches in diameter and >_ ❑Not Observable R-6 where< 3 inches.Supply and return ducts in other portions of ;:- ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403':3.3.5 Building cavities are not used as ❑Complies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies Requirement will be met. [FR17.12 above 105 QF or chilled fluids []Does Not below 55 QF are insulated to >_R- []Not Observable 3. []Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies Requirement will be met. [FR24]1 piping. ❑Does Not Q� []Not Observable ❑Not Applicable 4.0 '5.3 •_ Hot water pipes are insulated to R- R- ❑Complies Requirement will be met, [FR18]2 eR-3, ❑Does Not 9j [--]Not Observable ❑Not Applicable 4016 Automatic or gravity dampers are ❑Complies Requirement will be met. [FR1g,]2 installed on all outdoor air ❑Does Not intakes and exhausts. #., •' , [:]Not Observable "� "�❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) :3•1 Low Impact(Tier 3) Project Title:Triolo Renovation Report date: 01/20/21 Data filename: C:\Users\Ryan\Documents\REScheck\Triolo.rck Page 5 of10 Additional Comments/Assumptions: 11 High Impact(Tier 1) '2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Triolo Renovation Report date: 01/20/21 Data filename: C:\Users\Ryan\Documents\REScheck\Triolo.rck Page 6 of10 Section Plans�Ver'ifiecl Fielc!Verif cl _ #. -insulatiomIn'spection -- Complies? Comments/Assumptions &`.Req:ID Value` 'Value 303.1 All installed insulation is labeled s " "°'''`•'-'` °" ❑Com Requirement will be met. lies t, wry-,r : :"`s P [IN13]2 or the installed R-values `'" ''' r" ❑Does Not s}r.A'r •�,: provided. �. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value: R- ' R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values, [IN111 ❑ Steel ❑ Steel []Not Observable U ❑Not Applicable 303,2, Floor insulation installed per : ; : ... ':,. ❑Complies Requirement will be met. Does Not 402.2.7 manufacturer's instructions and . "'❑ [IN211 in substantial contact with the u l'•,r,ti `. ,�,..a;: ❑Not Observable underside of the subfloor, or floor .;i. ,'. -,-• =;..._,_ °,,„ ;;. ,. >.,. framing cavity insulation is in []Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the - '°° '<• a� underside of floor framing and 'i:t-ky t f,: extends from the bottom to the s top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass []Not Observable [IN311 exterior,the exterior insulation V requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable k .. 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. ., °❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 13,1 Low Impact(Tier 3) Project Title: Triolo Renovation Report date: 01/20/21 Data filename: C:\Users\Ryan\Documents\REScheck\Triolo.rck Page 7 of10 Section" �. Pla'iis,Verified'-:• Field;Ve'rified,;'; # Fineil,lnsp"ectiorn�Provisions, Complies? Comm6nts/Assumptions &a:RegaD Value Value, 402.1.1, Ceiling insulation R-value, R- R- []Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood []Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [FI1]1 ❑Not Applicable 303.1.1.1, Ceilinginsulation installed per "° € . '`i ; i `•a..; ,fir ^ ," ❑Complies Requirement will be met. 303.2 manufacturer's instructions. []Does Not [F1211 Blown insulation marked every ,,;;;, z �.....:..�:;".`-,,;f�3ri•Yb �=��;;�r. «`� 'r::,..,; []Not Observable 300 ❑Not Applicable 402:2,3 Vented attics with air permeable, �.; T, � ViKle,, ❑Complies Exception: Requirement is •<• C. P [FI22]2 insulation include baffle adjacent ,;�';; �•�•.�{�•� ���; a� a =�._ �• ;" ;z�;❑Does Not not applicable" to soffit and eave vents that { • extends over insulation. °`"�°s�;+�$°�' '�.���'• x '_ � �.� :]Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies Requirement will be met. [FI3]1 insulation >_R-value of the []Does Not adjacent assembly. []Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. []Not Observable ❑Not Applicable 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ft2 ft2 []Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in []Not Observable tests,verification may need to []Not Applicable occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Requirement will be met. [FI27]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch []Not Applicable w,g.across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 Air handler leakage designated F:•�, ,' " "'fi<° ❑Complies Requirement will be met. [FI24]1 by manufacturer at<=2%of ❑Does Not design air flow, ❑Not Observable ❑Not Applicable r ❑Coin lies 403.1.1 Programmable thermostats Requirement will be met.p [Fl9]2 installed for control of ❑Does Not primary heating and cooling systems and • ' ' ^' �`La initially set by manufacturer to °:_;;;` " " " � ? _"r.•: ;, '-•:'.❑Not Observable x,...t rK"3,r.:. k ❑Not Applicable code specifications. 403.1.2 ' . Heat pump thermostat installed . `_" M ".*° "'g "` ' " '"' s ❑Coin lies Requirement will be met. [FI10]? on heat pumps. ;rErr :. '?r< s` i ;P; " : '.❑Does Not ❑Not Observable ❑Not Applicable 403.5:1 Circulating service hot Waterr ,�;, ❑Complies Requirement will be met. [FI11]2 systems have automatic or ;kw,,"�'" "z.e ❑Does Not accessible manual controls. ''' ` • . •' ❑Not Observable `�5' Not Applicable 1 High Impact(Tier 1) 1,2,1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Triolo Renovation Report date: 01/20/21 Data filename: C:\Users\Ryan\Documents\REScheck\Triolo,rck Page 8 of10 Section" " "'Plans;Verified • Field".Verified - # ;Finalln's"pectlon.13rovislons Valuel Complies? Commenfs%Assumptions' & RegID 403.6.1 All mechanical ventilation system ❑Com lies Requirement will be met. [FI25]2 fans not part of tested and listed ❑Do es Not HVAC equipment meet efficacy and air flow limits. P{Pg x ❑Not Observable ' 4; <'t" !" ❑Not Applicable 403.2' Hot water boilers supplying heatComplies Requirement will be met. [FI2f' 2 through one-or two-pipe heating ❑Does Not systems have outdoor setback []Not Observable control to lower boiler water °. •:: : :fey, ....t. .-.,,,[]Not Applicable temperature based on outdoor y;. "; .=:` •4'x,W ,F '`: .":., ; .:fi . PP temperature. 403.5.1.1 Heated water circulation systems „`w '-_;.":;'Y '.;r, ' :°{ :,_'a `w"° �=❑Complies Requirement will be met. [F128]2 ., have a circulation pump.The ❑Does Not system return pipe is a dedicated ,_",' *' °'+T":' ..-: °•'' return pipe or a cold water supply a* °y;.= b:: X i ❑Not Observable pipe. Gravity and thermos- ` "' ❑Not Applicable syphon circulation systems arem ',:r.`:sr ;x;,..,-„ }t.; a _ not present.Controls for circulating hot water system '"�° pumps start the pump with signal ' : x; for hot water demand within the occupancy. Controls automatically turn off the pump .`�: .'� P.:? �''.�: �~.,.",n,�rrr'.,L,j3 e .,•t Xr` when water is in circulation loop is at set-point temperature andq- .,:f,": r. �fis.. jam,:;=:,''•:*r aa;':.>x - no demand for hot water exists. r -iF,. : .,,i;,y',�W$,,x::+• .;":-. "` 403.5.1.2 Electric heat trace systems ❑Complies Requirement will be met. '[F129]2 comply with IEEE 515.1 or UL `'`„ v �ej t `=. '("mot;' '': ❑Does Not 515.Controls automatically `.. x '.K *t adjust the energyinput to the ` "� q" []Not Observable ❑Not Applicable heat tracing to maintain the -�. "' r ~ y°`'a desired water temperature in the '<, ss; `n°'° piping ',;, ❑Com lies Requirement will be met. 403,5.2 Water distribution systems that [FI'30]2,- have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated " ;''. -'.fix "'"` _ []Not Observable water source through a cold '^`g ,, "' A' ^k'r" Y g`" -❑Not Applicable water supply Pipe have a demand recirculation water ' mtw,rsystem. Pumps Pumps have controls that of the operation manage o P �;.; pump and limit the temperature s ?` of the water entering the cold water piping to 1049F, 4.03:5.4: Drain water heat recovery units y4i "°' R'b'' ' rod''='�'`'`'':"" ;❑Complies Requirement will be met. „t :ntai aw. .+i,• .f .iIy.4.;'+.9 e:.ci b.+�,., [FI31]2'. tested in accordance with CSA "4h�",,' []Does Not B55,1. Potable water-side .: n ter, o Observable pressure loss of drain water heat �W' .g:"�`�;a.y �•.rfl recovery units< 3 psi for = s".h -;gE.a;. =':{, '"`'.,;;. ❑Not Applicable individual units connected to one or two showers. Potable water- r`,>•;r' '^"'° side pressure loss of drain water :; `;.._ . ,°;`, heat recovery units < 2 psi for , ^av:t,- individual units connected to three or more showers, 404.1 75/o of lamps in permanent `,.;q. +. "g"` " ° *,; ,n ❑Complies Requirement will be met. >;•: []Do es Not [FI6]1 fixtures or 75%of permanent fixtures have high efficacy lamps, Does not apply to low-voltage M`' s °;f ❑Not Observable ^' a: :T lighting. = ..y;..... t- ` ,;a Jp,'` ` []Not Applicable ?;''' Y, `:`. ❑Com lies Requirement will be met. 404:1.1 Fuel gas lighting systems have ",'_ :"w +;'����>� rv.;. .;." P q [FI23]3 no continuous pilot light. °w"z *f` `"-'' >`[]Does Not 41 []Not Observable []Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 7 3' Low Impact(Tier 3) Project Title:Triolo Renovation Report date: 01/20/21 Data filename: C:\Users\Ryan\Documents\REScheck\Triolo.rck Page 9 of10 :'Section Plans,Verified. , .Feld'Verified # Final:`hnspectl'on'R.rovision's'' "Complies? Comments/Assumptions ;Vel.ue. Value 40I:3 Compliance certificate posted. ;`:u'>'x4ui;'p++" °`:' :_ ;« �:,w: ❑Complies Requirement will be met. z ..t: !6, 1 tk5'c."y: � ,s+p? :"�ti•: i.;h [M :," `a:z :..;:: <' ❑Does Not ❑Not Observable • ` ''•4i]p ��� ''N":�"a? '�<>:'.`fir.sw{.' .^j ,• ❑Not Applicable 303.3 Manufacturer manuals for ; .... ;,.;ry,�;';;�; ^,�A�;,;=a.�,u'� �,�,5;�s;�.:a.,,." ❑Complies Requirement will be met. [FI1813 ' mechanical and water heating ❑Does Not systems have been provided. r YTM. ''°'�� ,`,'Y:' ti,`; ;,�n �;.".;:;a;; ❑Not Observable q. ., ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) Z Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:Triolo Renovation Report date: 01/20/21 Data filename: C:\Users\Ryan\Documents\REScheck\Triolo.rck Page 10 of10 2015 IECC Energy Efficiency Certificate Insulation . RTValue Above-Grade Wall 22.00 Below-Grade Wall 0.00 Floor 22.00 Ceiling / Roof 50.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.25 0.26 Door 0.25 0.25 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments ISSUES/REVISIONS RESIDENTIAL GENERAL NOTES MISC. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA APPROVE �J ED 1.THI5 PROJECT 15 THE ADDITION AND RENOVATION OF AN EXISTING I-STORY SINGLE FAMILY WOOD GROUND SNOW LOAD 20 P5F (PEP.FIG. 1608.2 BCNY5 2020 FRAME RESIDENCE,ZONED AS R-40. WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG. 1609.300 3CNY5 2020 p 2.THE HEIGHT OF THE EXISTING BUILDING AS DEFINED BY THE BUILDING CODE of NEW YORK STATE SEISMIC DESIGN CATAGORY B (PER SECT. 1613 BCNYS 2020 FROM TABLE N 1 102. 1 .2 (R402. 1 .2) INSULATION AND FENESTRATION REQ U I REM ENTS BY COMPONENT DATE:� # � ES r2020 IS 16'-0". THE PROPOSED HEIGHT OF THE BUILDING WI1 BE 24'-6". WINTER DESIGN TEMP I I°F (PER TABLE N 1 101.2) CCt PL`t' WITH ALL CODc5 OI'3.THE TYPE OF CONSTRUCTION IS TYPE V(B). FLOOD ZONE N/A (PEP,FEPv1A MAP) r : NEW YORK STATE & TOWN CODES OF 4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE of NEW YORK FR05T LINE DEPTH 36"STATE,2020 EXISTING BUILDING CODE of NEW YORK STATE,AND THE AF b PA WOOD FRAME WEATHERING PROBABILITY SEVERE (PER BCNYS 2020 GLAZED BASEMENT SLAB CRAWLPIOTIrY BUILP,RTME�dT ATAS REQUIRED AND CONDITIONSCLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAME MASS WALL FLOOR 765-1802 6 AM FOR THECONSTRUCTION MANUAL2015 HIGH WIND EDITION. DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) ZONE U-FACTOR U-FACTOR FENESTRATIN R-VALUE WALL R-VALUE R-VALUE R5HGC -VALUE WALL R-VALUE # SPACE WALL F01 LG�rVIPdG IS; '� SOUTHOLDTOWNZBA 5.DESIGN LOAD CALCULATION ARE BASED ON: PER TABLE 1 G07.1 BCNYS 2020LIVE LOAD:AS PER TABLE R301.�4,BUILDING CODE of NEW YORK STATE 2020. ROOMS OTHER THAN SLEEPING 40 P51 R-VALUE DEPTH R VALUE WOUNDATIREQUIREDS " I ' ARD SLEEPING ROOMS 30 PSIDEAD LOAD:CALCULATED AS PER R301.3 AS PER BCNY5 2020. ATTICS WITH LIMITED STORAGE 20 P51 4 0.35 0.55" 0.40 49 20 OR 13+5 5/ 13 19 10/ 13 10, 2FT I0/ 13 FOR POUR �- SOUTHOLD TOWN TRUSTEES SNOW LOAD:20 PSI GROUND SNOW LOAD(A5 PER FIG.P30 L.2(5)BCNY5 2020. ATTICS WITHOUT STORAGE 10 P51 2. POUGH - FRAMING & PLUMBING ` WIND EXPOSURE CATEGORY"C",FOR 130 MPH 3 SECOND GUST. STAIRS 40 P51 LOCATION LIVE DEAD DELECT LIMIT 3. FINAINI'SUL 4. FINAL - CONSTRUCTION MUST --I N.Y.S.DEC I5T.FL. 40 LB. 12 U360 BE COMPLETE FOR C.O. 2ND.FL.(SLEEP AREA) 30 LB. 12 U3GO NAILING SCHEDULE ATTIC(NON STORAGE) 20 LB. 10 U360 (PER AF*PA AMERICAN WOOD COUNCIL WFCM FOR ALL CONSTRUCTION SHALL MEET THE ROOF 20 LB. 15 L13GO ONE AND TWO FAMILY DWELLINGS 2015 58C HIGH WIND EDITION) REQUIREMENTS OF THE CODES OF NEW 6.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS,METHODS, JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN ROOF FRAMING YORK STATE. NOT RESPONSIBLE FOR CONNECTION WITH THE WORK. RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER DESIGN OR CONSTRUCTION ERRORS. THERE ARE NO WARRANTIES,NOR;ANY MEPCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED CEILING JOIST TO TOP PLATE(TOE-NAILED) 3 PER J015T F OR IMPLIED IN THE USE OF THESE PLANS. CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP p „-y 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE CEILING JOIST LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP a€ ^� r�9 { L r DRAWINGS.FOLLOW DIMENSIONS ONLY. RIDGE STRAP(EACH END) 2 PER TIE _ BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END ( y C !� ! -,��-pap��.��y.ry.. SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR g s e 1+ e `� :_ 1 I �� `I 8.CONTRACTOR(5) RIM BOARD TO RAFTER(END-NAILED) 2-I Gd EACH END ��� L lt�".�tI�Dd�b��� �� ��� DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS WALL FRAMING ) -''� NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO TOP PLATE TO TOP PLATE FACE-NAILED) 2-I Gd PER FOOT i h COMPLETE THE WORK. O TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOIST EA.51DE 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS STUD TO STUD(FACE-NAILED) 2-1 Gd 24"O.C. AND SPECIFICATIONS. HEADER TO HEADER(FACE-NAILED) I Gd 16"O.C.ALONG EDGES q �+ 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d,3-16d,4-1 Gd PER 2x4,2xG,2x8 RESPECTIVELY I `Il`e STC Iilb� i�ri I ILL i�v� :C Y F OCCUPANCY, BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, ELEC11'!�L i"Er'"�',;T?'*1 "'1_R"�""� n C ',r,F FU1,�U;,II.T TO Cf-I/ ?;�L� 233 DEMOLITION END JOIST OR BLOCKING(FACE-NAILED) 2-I Gd PER FOOT 1.CONTRACTOR SHALL DEMOLISH WALLS,FLOOR, AND EXISTING ROOF AS INDICATED ON DRAWINGS AND FLOOR FRAMING F Tf IE TC�'�N CBt, AS NECESSARY,AND REMOVE DEBRIS. J015T TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER J015T 2.CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR BRIDGING TO J015T(TOE-NAILED) 2-Sd EACH END r __ INSTALLATION OF NEW YORK. BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END 3.ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY AS POSSIBLE UNLESS BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK t �JI�(��-r I i :t IFICATION OTHERWISE NOTED. LEDGE STRIP TO BEAM(FACE-NAILED) 3-I Gd EACH J015T 4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING J015T ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER JOIST ON'LEAD CONT ENT BEFORE DEMOLITION AND CONSTRUCTION. BAND JOIST TO JOIST(END-NAILED) 3-1 Gd PER J015T f�-•R r if ICATE OF OCCUPANCY 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND BAND JOI5T TO SILL OR TOP PLATE(TOE-NAILED) 2-16d PER FOOT y� Q TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT ROOF SHEATHING �4�� �"-OLDER USED IN WATER �Li PL_ER l j1,,G �"•'J>�Ti r� , Tt-:STIINIG EEFG;_iE C©vLf;1,3C; AS NECESSARY. 5TRUCUPAL PANELS 8d (TABLE 3.8) 4ZO 3 �U,- PL) SYSTEM CANA/0T DIAGONAL BOARD SHEATHING �� FOUNDATIONS I"x6"OR I"x8" 2-8d PER SUPPORT ~� %LOAD. I.ASSUMED SOIL BEARING CAPACITY, I,500 Ib./Sq.Ft. I"x 10"OR WIDER 3-8d PER SUPPORT ?< ., ti 1iCE�D 2/10 OF 1 0 2.CONCRETE TO BE PLAIN,REINf=ORCED,3,000 P51.-28 DAY TEST. } ~� 3.ALL NEW FOOTINGS TO REST ON UNDISTURBED 501L. CEILING SHEATHING GYPSUM WALLBOARD 5dcooler5 7"EDGE/ 10"FIELD GENERAL CONSTRUCTION WALL SHEATHING 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO STRUCURAL PANEL Sd (TABLE 3.9) 1 _ .'``,•.+`f pJ2V `� COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR FIBERBOARD PANELS REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. 2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. 7/1 6" 8d 3"EDGE/6"FIELD n 3.INTERIOR TRIM SHALL MATCH EXISTING. 25/32" 8d 3"EDGE/G"FIELD 4.FRAMING ELEMENTS: GYPSUM WALLBOARD Sd coolers 7"EDGE/ I O"FIELD , HARDBOARD Sd (FABLE 3.9) O A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 ` OR BETTER, PARTICALBOARD PANELS 8d (TABLE 3.9) ° B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT DIAGONAL BOARD SHEATHING VV �� ' ''r '�' O AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. I NO OR I"x8" 28d PER SUPPORT p J C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATED. x 10"OR WIDER 3-8d PER SUPPORT OJ v C O D.ALL SUB FLOORING TO BE APA RATED 5TURD-I-FLOOR,EXPOSURE 1,3/4"MIN.THICKNE5. E.ALL HEADERS 6'-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0"AND OVER FLOOR SHEATHING < Ice, o� WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2:2"x8"OR AS SHOWN ON DRAWING. STRUCURAL PANELS V � •,::,".•,.,•. ..-,•. N F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER BCNY5 2020 1"OR LESS 8d G"EDGE/ 1 2"FIELD X ;,' F;•;•;. 7. o'+•':•,. OR AS NOTED @ 8'-0"O.C.MIN..PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF. GREATER THAN I" I Od 6"EDGE/G"FIELD G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. DIAGONAL BOARD SHEATHING ,.V H. PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON I NO'OR I"x8" 2-8d PER SUPPORT DRAWING. I"x 10"OR WIDER 3-8d PER SUPPORT ��OG vPOS•( X •,r,��{•,�„��,qi7� ;x=�q:�'':,_.. - � � G`' I.ALL FLUSH WOOD CONNECTIONS SHALL BE FA5TENEC WITH RATED GALVANIZED METAL Q ''" i iXRI'.Y T;:;i ':;"`.,," t, p N <� 15 JANUARY,2021 y. CONNECTORS BY`51MP5ON"OR APPROVED EQUAL. AdLl J.NAILING SCHEDULE SHALL BE AS PER BUILDING CODE of NEW YORK STATE 2020 AS A MINIMUM. " ALL 2NG"5TUD5 SHALL RECEIVE(5) 1 Od NAILS AT SILL AND ELATE.ALL EXTERIOR NAILS SHALL BE �Z n:•.;,' :;:• ') ';:"' o OHO n ���� fl �� �, - 11 DECEMBER,2020 GALVANIZED. SEE ATTACHED NAILING SCHEDULE. K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4"O.C.EXTERIOR EDGES AND 6d NAILS @ 1 2" x O.C. INTERMEDIATE. SEE ATTACHED NAILING 5CHEDUIE. :.`'.':,:+-;•: '. �n-� 02 DECEMBER,2020 L.ALL INTERIOR.AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. �� � ' p y ^ •�' �!�. M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY"SIMPSON"OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE uz"sPAaNG �O� X HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. ALLows TION 5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS,IMPACT RE515TANT AS wsrAL ATION HOLDDOWN OF eP �� y� dyd •O. `F. x ` . `;?a THESE PLANS ARE AN INSTRUMENT OF �9v� �� PROPOSED o �rz-,f" J�JPI -,- SERVICE AND ARE THE PROPERTY OF THE REQUIRED. G.LOAD PATHS ARE INDICATED 13Y SECTION DRAWINGS. cSONNEP stun X ADDITION I ( I yd 90�9A 9ag'6 f o ARCHITECT. INFRINGEMENTS WILL ENDWALL CONNECTED TO 7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF A PA WCFM-1995.(SEE NAILING TRANSFER SHEAR O Zp� P t^ �O �`�a BE PROSECUTED SCHEDULE) ° 8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EFDM OR APPROVED RUBBERIZED (2)1 Gd COMMON �9 O G`� MEMBRANE. NAIL5 @ G"O.C. 2021 ALL RIGHTS RESERVED 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. _ �No PROPOSED o ,PRO OSED 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT ° vy wq� 6� ,) �+ PORCH AD ITION 2 STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND a CHIMNEY,AND ROOF AND WALL`5. h 2 Og I 1.INSULATION SHALL BE BATT INSULATION OF THICKNE55 INDICATED ON THE DRAWINGS AND SHALL BE CORNER zs P'OPOSED 2 �F' I PROPOSED LO ATIO P` oA. I--� 2-I/2 Ib. DENSITY FIBER-GLASS BATTS CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED FIBROUS - O I-AWN ON GROUND RAISED GLA55 INSULATION.NAAMM STANDARD 51, 1b-70. CLOSED-CELL SPRAY-IN FOAM INSULATION(R-G.5 PER �( � DDITION 3 C EL. WITH FILL FROM INCH)BY ICYNENE OR APPROVED EQUAL SHALL BE FROVIOEDA5 INDICATED ON DRAWINGS. 1 IOLDDOWN FOR NEW I.A. S PTIC .� b s. ` 12. NEW INTERIOR DOORS SHALL MATCH EXISTING. A5NEEDED rz"=1'0° ��\ g3•$9' SYSTEM E�W �p�PG�' f� y`x I EXCAVATION ON SITE. Robert I Brown 13. NEW HARDWARE SHALL MATCH EXISTING. 4.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO ASTM C3G,AND SHALL BE t��?2� "5HEETROCK 5W'BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNE55 SHALL BE R'1 RIDGE TEN510N 51.AP ��8s ff �b� Cj.`�� �' e 12, o - " Architect P.C. 15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND SPACKLED THREE(3)COATS.ALL EXTERIOR S' N $�°�7'5� W (� �' ��OJS� R• f X-.Z \ �� CLOSEST POINT OF CORNERS SHALL HAVE METAL CORNER BEADS. ° 5• '� "d = 166.19 � 9f,�� � �� '° :�;.F,:;:�, EXISTING HOUSE TO x P � �" �-•' Zo5 Ba Ave. Green port NY FINISHES WETLANDS BOUNDARY f"° X 1. NEW WOOD FLOORS TO BE SELECTED BY OWNER,SANDED AND POLYURETHANE, nce RD ��� PROPOSED 3" [ =`" "'";s in o@ribrownarchitect.com 631-477-9752 2. EXISTING WOOD FLOORS SHALL BE SANDED AND REFINISHED. ADDITION t` ` �� 3. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNER AND INSTALLED WITH THIN SET J P.;Y.. , COPED SEAT +; :°;•`„ IS ADHESIVE. J015T HANGER. LANDWARD LIMIT aF 4.EXTERIOR PAINT SHALL BE LA:FFX ACRYLIC BY BENJAMIN MOORE OR APPROVED PER WFCM sec TABLE 2.a EQUAL,APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND WOOD BEAM PkOVIDING 6 EA.8D COMMON NAI S / RECOMMENDATIONS. DOLOR TO BE SELECTED. RIDGE IN EACH END OF 1-1/4.20 GAGE 5TRAP5 Y.µ .'' ' 5.EXISTING INTERIOR WALL5 AND CEILINGS IN ROOMS AFFECTED BYTHE WORK SHALL OpF R """""' FOR 120 MPH FA5TE5T WIND SPEED. •'•"" " .. t �.., /'�y ^ / p IT IS A VIOLATION OF THE LAW FOR ANY PERSON, BE CLEANED AND REPAINTED. NEW WALLS AND CEILINGS SHALL BE SEALED AND r`,,M,"s�y yPtls. �� O PAINTED.PAINTING SHALL BE TWO (2)COATS BENJAMIN MOORS AQUA PEARL LATEX RIDGE CROSS SECTION END VIEW r 5 ,t' ��w Q 00� s UNLESS DARCHACTING ARCHIUNDETECT, T ALTER ANYIT M O ,`a ;;;n, V Q do ,L,.O LICENSED ARCHITECT,TO ALTI R ANY ITEM ON PAINTED,COLOR TO BE SELECTED. d x a �,„ " k 11 �b 16 _ v1� THIS DRAWING IN ANYWAY. ANY AUTHORIZED 6. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED WITH TWO(2) ALTERATION MUST BE NOTED,SEALED,AND COATS BENJAMIN MOORE LATEX ACRYLIC 5EMI-GLO55 PAINT. 'A X p t,O� I DESCRIBED IN ACCORDANCE WITH THE LAW. HVAC V 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES C'1 - '�� X-U J�4 IL AL NECESSARY TO PROVIDE A HVA.0 SYSTEM TO HEAT AND COOL THE LIVING SPACES AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND THE 2020 MECHANICAL CODE of NEW YORK STATE,OR FEASONA13LY IMPLIED AS NECESSARY TO COMPLETE TO WORK. °° o d fti, I G OPTIC SYSTEM����oP� c,�� g `o��' '�' �STD,R'S/T�` 01 2.EXISTING BOILER TO REMAIN. / O F1',rC�r0C X� ABA( ONED o �d AL^ cr �00 o/y2o 3.EXISTING AIR HANDLERS AND CONDITIONERS TO REMAIN. 4.PROVIDE AIR-HANDLERS,DUCTWORK,AND CONTROLS AS NECESSARY TO COMPLETE THE WORK FOR AIR CONDITIONING AND HEATING N ALL ZONES. / O 09 �J O Vel ��• OqQ A�,r `•.tx 75' FROM TIDAL .O c 1,y0�.9( 24' TREE �OJ�o �J �� PLUMBING WETLAND BO NDARY I.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQLIPMENT,AND SERVICES XA2 Fj�( Pj� P t Q,r9 A\, e +. NECE55APYTO COMPLETE ALL NEW PLUMBING WORK REQUIRED BYTHE DRAWINGS •/ �9PP b��9� �J Q �42~v �P4 OQ� AND SPECIFICATIONS AND THE 2020 PLUMBING CODE of NE%V YORK STATE,OR l O �S v. J V V� F `( REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WOZK. O��O�Of`���CF �9P" O�q0 NE`N 2.CONFORM TO THE NEW YORK,STATE ENVIRONMENTAL CONSERVATION LAW WITH Ft PR,OPUSED SILT FENCE REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTJRES SHALL BE ON THE PROVIDE ex ad COMMON NAILS 1N EACH END of I-u4^x G� `0 GAGE STRAP FOR LATERAL/5HEAR CONNECTION ^+., - O'r� GC s z 4 v0O LIMI T OF DISTURBAfd -o - }�Ftio'o st ° ��,1Vr °�` APPROVED"LIST OF CERTIFIED WATER SAVING PLUMBING FIX-ORES"AS PUBLISHED BY � AT RAFrekwnu CONNECTION(TABLE 3.3B)wFCM-I sss / J'LF.'PF.Sp '�N� 00 y$ THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. 3 TOR 1 20 MPH FASTEST WIND SPEED. / �`l�F� � vti �� A? 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE o 5UPERV1510N OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE CLIENT/OWNER PLUMBER SHALL PROVIDE A 501-DER CERTIFICATE AS REQUIRED BY THE TOWN OF SOUTHOLD. Fr9 A 24 v� 4.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, BASED ON SPRVEY BY: CERTIFICATIONS,LICENSES AND INSPECTIONS A55 REQUIRED BY LOCAL,STATE,AND NATHAN TAFT CORWIN III LAND SURVEYOR ��P ''� °'° Q TRIOLO RESIDENCE FEDERAL AUTHORITIES,AND AM'OTHER APPLICABLE JURISDICTION. ELECTRICAL DATED:o6 OCTOBER,2oi8 C '��� 1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES FLOOR 42o BEACHWOOD LANE NECESSARY AND REQUIRED FOR:PROPER AND COMPLETE INSTALLATION OF ALL NEW SCTM:1000-To-10-54 �� O� y ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: J015T CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRNG,LIGHTING, ZONED:R-4o 1, `' SOUTHOLD, NY i><97i SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES AREA:18,g22 SF (0.434 AC) ,, `, �P�S� CIO• ^r�s`t WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND AND 5PCIFICATIONS AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND NOTE: ELEVATIONS HEREON REFER TO NAVD 1g88 'O� PROVIDE 8x 8d COMMON NAILS IN EACH END OF I-I/4"x F, 9 �P PROJECT TITLE ELECTRICAL DISTRIBUTION SYSTEMS. 2-0 GAGE 5TRAP B ROOF TO WALL,WALL TO WALL,AND (1O 1 2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE WALL TO FOUNDATION CONNECTION5(TABLE 3 3B) of NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NFPA NO,70-2017(NEC), 3 FOR 120 MPH FA5TE5T WIND 5PEED. LOT COVERAGE: ✓ A�• e�� �y� / EXISTING CONTOUR RENOVATIONS LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(05HA),THE Vc �� NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHER LOT AREA: 18,g22.o SF J S 'D6 OQ9��P "A APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT REQUIREMENTS WILL APPLY. 03� s PROPOSED NEW CONTOUR AND ADDITION 3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS EXISTING HOUSE+GARAGE: 2170.0 SF 00��P� AL � _/ LABORATORIES,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY WILL BE INSTALLED. 4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE FLOOR PROPOSED HOUSE ADDITIONS: 5UPEPV1510N OF A PROPERLY LICENSED MASTER ELECTRICIAN. J015T 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES ADDITION 1(GARAGE): 223.8 SF _ DRAWING TITLE AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, ADDITION 2 (KITCHEN): 199.7 SF S I T L PLAN AND ANY OTHER APPLICABLE JURISDICTION. G.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES ADDITION 3 (MASTER BED): 18.3 SF = SITE PLAN SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS ADDITION c} (LIVING RM): 93.6 SF ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH PROPOSED PORCH: 238.o SF SCALE:I" =20' SLEEPING QUARTERS ARE LOCATED. ;.'� 7.SMOKE DETECTORS IN CONFORMANCE WITH THE 2020 BUILDING CODE of NEW YORK STATE,THE NFPA NATIONAL FIRE ALARM CODE NO.72-1993 SHALL BE - PROVIDED OUT5IDE EACH SEPARATE SLEEPING AREA,IN EACH 5PLEEPING AREA,AND TOTAL FOOTPRINT: a943 4 SF ON EACH FLOOR LEVEL 6,., UPLIFT CONNECTIONS PROPOSED SCALE CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE AND TOTAL COVERAGE: 2943•q 1$g22-1rj,C)p�p lg JANUARY,2021 1"-20 F DRAWING NO. BURGLAR ALARMS AS NECESSARY. C O N N E C T I O N S DETAIL `-. n�,I p Jr,19 2 8 1 ISSUES/REVISIONS REMOVE EXISTING FOUNDATION WALL PROVIDE#5 REBAR PROVIDE#5 REBAR @ 24" O.C. VERTICAL 8" REINFORCED CONCRETE BLOCK FOUNDATION WALLS @ 24" O.C. VERTICAL FILL AND TAMP WATERPROOFED WITH 'BLACK MAGI' AND G MIL 12" LONG SECURED INTO 12" LONG SECURED INTO CUT SLAB AND PATCH EXISTING CONCRETE POLYURETHANE TINU U5 8"x I G" REINFORCED POURED EXISTING CONCRETE AS NECESSARY FOUNDATION WITH EPDXY(TYP.) CONCRETE CONTINUOUS FOOTING(iYP.) FOUNDATION WITH EPDXY(TYP.) 7-G" 23'-9" ALIGN FO NDATION WALLS ALIGN FOUNDATION WALLS I G'-10 I/2"I ——— ————— ————————————————————————————— -- PROPOSED CRAWLSPACE SEWAGE OUT 8" REINFORCED CONCRETE BLOCK FOUNDATION WALLS m 2" RAT SLAB WATERPROOFED WITH 'BLACK MAGIC'AND G MIL —— POLYURETHANE (TYP.) ON 8"x I G" REINFORCED POURED �----------------- ------ --� CONCRETE CONTINUOUS FOOTING (TYP.) ———————————- CUT 24" ACCESS OPENING PROVIDE#5 REBAR V PROPOSED CRAWLSPACE IN EXISTING FOUNDATION WALL @ 24"O.G. VERTICAL 2" RAT SLAB 12" LONG SECURED INTO EXISTING CONCRETE FOUNDATION WITH EPDXY(TYP.) EXISTING FURNACE EXISTING CRAWLSPACE EXISTING BASEMENT EXISTING EXISTING CRAWL5PACE WATER HEATER 15 JANUARY,2021 u DECEMBER,2020 I 02 DECEMBER,2020 ----------; EXISTING CRAWL5PACE ----------J I SERVICE AND ARE THE PROPERTY OFOTHE ----------� REMOVE EXISTING ARCHITECT.INFRINGEMENTS WILL I STAIRS BE PROSECUTED ----------i I ----------; 2021 ALL RIGHTS RESERVED _ I I ----------J EXISTING 500 GAL NEW G" CONCRETE Lif CK CUT 2'-G"OPENING OIL TANK IN THIS REA DUTCH WALL TOT P IN EXISTING FOUNDATION WALL Robert I. Brown FOUNDATION WALL --- Architect, P.C. EXCAVATE TO TOP OF NEW BASEMENT SLAB 20 BayAve. Green port NY STTAIRSAIR5 NEW CON �— UP TO I BASEMENT SLAB TO BE LEVEL WITH EXISTING P GARAGE I LEVEL info@ribrownarchitect.com i ———————————— 6 I NEW BASEMENT 3 -477-975z 4" POURED CONCRETE SLAB w/ L-------------------------� I GxG W.W.M. NEW CONCRETE I I IT IS A VIOIATION OF THE LAW FOR ANY PERSON, WALL w/POURED @ 24" O.C. VERTICAL UNLESS ACTING UNDER THE DIRECTION OF A BLOCK RETAINING I VIDE REBAR LICENSED ARCHITECT,TO ALTER ANY ITEM ON I I I CONCRETE 12" LONG SECURED INTO THIS DRAWING IN ANY WAY. ANY AUTHORIZED I I 3G"x3G"x 12" POURED I I FOUNDATION I I EXISTING CONCRETE ALTERATION MUST BE NOTED,SEALED,AND CONCRETE FOOTING I I I L—————————————————————--————————————— FOUNDATION WITH EPDXY(TYP.) DESCRIBED IN ACCORDANCE WITH THE LAW. WITH (3)#5 REBAR IN L EACH DIRECTION Ir------------------------------------ 8" REINFORCED CONCRETE BLOCK FCUNDATION WALLS ALIGN FOUNDATION WALLS `�,��AEB/aRG+,S,�T EXISTING GARAGE SLAB I I WATERPROOFED WITH 'BLACK MAGIC'AND 6 MIL �.�i E POLYURETHANE(TYP.) ON 8"x I G" REINFORCED POURED � I I CONCRETE CONTINUOUS FOOTING (fl'P.) Ln J w REMOVE EXISTING FOUNDATION WALL I I 10" DIA SONOTUBE 10" DIA 50NOTUBE 10 DIA 50NOTUBE �" Z CUT SLAB AND PATCH AS NECESSARY " PROVIDE#5 REBAR O r —I 30"x30 x 12" POURED r — —I 30"x30"x 12" POURED r — —I 30"x30"x 12" POURED @ 24" O.C. VERTICAL — — o z I - CONCRETE FOOTING - CONCRETE FOOTING - CONCRETE FOOTING �T 12" LONG SECURED INTO p T — — — —�j 0}' I `) I WITH (3) #5 REBAR IN I `) I WITH (3) #5 REBAR IN `; I WITH (3) #5 REBAR IN EXISTING CONCRETE I I 0 I EACH DIRECTION. FOUNDATION WITH EPDXY(TYP.) O I I � w I 71 J MINIMUM 3'-0" L J MINIMUM 3'-0" L J MINIMUM 3'-0" z I I PROPOSED ADDITIONAL GARAGE SLAB o I 15'-4" 0�115'-4" BELOW GRADE ON � U UNDISTURBED SOIL UNDISTURBED SOIL UNDISTURBED 501L 4'TH. CONCRETE � p I CLIENT/OWNER cv SLAB REINFORCED (n " WITH W H I I TRIOLO RESIDENCE I I N WITH 8"x I'G" HAUNCH LEVEL WITH EXISTING SLAB 8" REINFORCED CONCRETE BLOCK FOUNDATION WALLS ( I I I 42o BEACHWOOD LANE WATERPROOFED WITH 'BLACK MAGIC'AND G MIL SOUTHOLD NY 11971 POLYURETHANE(TYP.) ON 8"x I G" REINFORCED POURED CONCRETE CONTINUOUS FOOTING (TYP.) I L-- -------------- --------------J I 87H. CONCRETE I - I FOUNDATION WALLS ———————————————— WATERPROOFED PROJECT TITLE WITH "BLACK MAGIC" AND RENOVATIONS POLYETHAETHALENE (TYP). AND ADDITION FOUNDATION PLAN DRAWING TITLE SCALE: 1/4" = I'-0" EXISTING EXCEPT AS NOTED FOUNDATION PLAN 0 SCALE i9 JANUARY,2021 DRAWING NO. EV r"%2 ISSUES/REVISIONS A B T A8 NEW 2xG EXTERIOR CONSTRUCTION CD-X RATED PLYWOOD SHEATHING NEW MAIBEC SHINGLE SIDING 2" CLOSED CELL SPRAY-IN FOAM INSULATION (R 13) WINDOW 5CHEDULE R-15 BATT INSULATION G3'-4 I/2" MODEL 51ZE TYPE LITE QUANTITY NOTES I G'-10 1/2" 4G'-G" A TW 284G 2'1 O"x 4V DH 4 OVER I G V-9 1/2" 8'-I" 1 1'-3 1/4" 4'-3" 4'-3" 16-7 1/4" 8'-1 1/2" 13 TW 2432 2'G'x 35" DH 4 OVER 1 7 81 1 7 8" 1 C A 21 20'x 20' AWNING 4 LITE5 I TEMPERED CLA55 IN BATHROOM NEW EXTERIOR STEPS NEW EXTERIOR STEPS 3G' HANDRAIL TO CODE(fW.) 30 HANDRAII TO CODE(IYP.) D AW 251 2'5'x 25" AWNING 4 LITE5 I 5TATIONARY E AW 41 2'4'x 4'O" AWNING 8 LITE5 4 STATIONARY,A13OVE 5LIDING DOORS I'-O' NEW EXTERIO STEPS F TW 21041 O 3'O'x 5'I" DH 4 OVER 1 3 30 HANDRAIL TO CODE(TYP.) 13' 10" FWG 80G8 FWG 80G8 G 8 I I " NEW STATIONARY TRANSOM WINDOWS IIF 5-0 7-9" ALIGNED ABOVE NEW DOORS 2m 1 12'-9" L———————(3) 2xG HEADER ABOVE DOORS — _ I� ED 12 GS — ------ i�D BUILT I I f I NOTE: ALL WINDOWS TO BE ANDERSEN 400 SERIES I I NOTE: ALL WINDOWS TO BE WHITE INTERIOR AND EXTERIOR N ——————— rG'-G"------ ————— m N N EXISTING BEDROOM I (2) 30 BARN DOORS - c� L*15TING PROPOSED LIVING ROOM �o Fi ffPLACE +11'-0"CEILING NEW 2xG EXTERIOR CONSTRUCTION N NEW WOOD FLOORING CD-X RATED PLYWOOD SHEATHING PROPOSED MASTER BEDROOM PROVIDED BY OWNER OB C NEW MAIBEC:SHINGLE SIDING +8'-0"CEILING "28G8 ISE CANCELING INSULATION = A8 2"CLOSED CELL SPRAY-IN I I IBATHROOM WAIL5 FOAM INSULATION (R 13) NEW WOOD FLOORING CW N R-15 13ATT INSULATION PROVIDED BY OWNER I I3'-0" N PROPC 15EDI ><9 JANUARY,aozi N BU I LIT-N I N 15 JANUARY,2021 I 2'Io„ N - I o N ii DECEMBER,2020 OGS 2'- 3'-4" -. m O oa DECEMBER,2020 23'-9" 2G68 - N ------I 2F� cn 9'-O I/2" N THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE m BE PROSECUTEED INGEMENTS WILL PROPOSED MASTER BATH NEW TILE FLOORING I U o 4'-4" 28G8 _ 2 0 PROVIDED BY OWNER I i ' 2021 ALL RIGHTS RESERVED I I N015E CANCELING INSULATION O 3'-G" I IN BATHROOM WALLS IT 0 _--- I I � J I `� U 24G8 _ _ C\I -� /--� i- -- - �-----� ---N O Robert I. Brown _ Architect, P.C. DOWN UP ;' % / / N I— / / / / i i' / ;I� EXISTING BEDROOM cn 20 Bay Av/ 5 e. Greenport NY info@ribrownarchitect.com 30G8 631-477-975z PROPOS N ED KITCHEN I - KITCHEN PLAN BY OTHERS` (2) 2x 12 GIRDER F ——— `0 2'-2" o _ FLUSH WITH TOP OF FLOOR I �16I ,-'` ,-' / I IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 4'-0" '-0 I/2"ZD / ' / 1 5'-4" / i I 1 5-3" UNLESS ACTING UNDER THE DIRECTION OF 3 y" HEAVY WEIGHT 51EEL I 4'-0" 1 2'-G 1/2" - ———— " " LICENSED ARCHITECT,TO ALTER ANY ITEM ON N 4'-I I'� 2-9 21911 (44'-i I" 5'-9" 3'-1" G'-5" THIS DRAWING IN ANY WAY.ANY AUTHORIZED 8 3G'x3G"x 12"POURED 3 ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. NEW 2x4 EXTERIOF;CONSTRUCTION CONCRETE FOOTINGWITH (3)#5 REBAR IN I NEW EXTERIOR B B O O T MATCH EXISTING EACH DIRECTION WOOD DOOR NEW 2xG EXTERIOR CONSTRUCTION REMOVE EXISTING GARAGE DOOR PAINTED CD-X RATED PLYWOOD SHEATHING D AP, IN THIS AREA MODIFIED GARAGE PROVIDED BY PROPOSED FRONT COVERED PORCH ;n ��G� L'/;r� NEW MAIBEC SHINGLE 51DING OWNER 239 SF 0 '��I•By !. 2" CLOSED CELL SPRAY-IN in NEW IPE WOOD DECKING FOAM INSULATION (R-13) p I R-1 5 BATT INSULATION / � - / % 0 Imo= i , 10"SQUARE 10" SQUARE 10"SQUARE z B p �' j /' j' ' WOOD COLUMNS WOOD COLUMNS WOOD COLUMNS - = 1 o /� ' N z N N NE/8'-0"OVERHEAD N � ,NEW 8'=0"OVERHEAD CLIENT/OWNER O GARAGE DOOR i " / ! GARAGE DOOR W - i /' / I ' , ' ' 8'-5" 15'-4" 15'-4" TRIOLO RESIDENCE z co / 3' / % 8'ou 42o BEACHWOOD LANE SOUTHOLD, NY iig7i ' G-3 3/4" I I'-O" 0-3 3/4" 23'-7 1/2" PROJECT TITLE RENOVATIONS FIRST FLOOR PLAN INCLUDE SEPARATE BID FOR AND ADDITION ENTIRE ROOF WITH STANDING SCALE: 1/4" = P-0" SEAM METAL ROOFING EXISTING EXCEPT AS NOTED DRAWING TITLE FIRST FLOOR PLAN SCALE 25 JANUARY,2021 1/4,=i-o, DRAWING NO. ISSUES/REVISIONS NEW 2xG EXTERIOR CON5TRUCTION CD-X RATED PLYWOOD SHEATH NG NEW MAIBEC SHINGLE SIDING 2" CLOSED CELL SPRAY-IN FOAM INSULATION (K-13) K-15 BATT INSULATION 9'-3 1/4" 4'-0" 2'-3" 1 2'-3" 4'-0" 24'-5 3/4" zzz;f f NEW STATIONARY TRANSOM WINDOWS ALIGNED ABOVE NEW DOORS O O O 5'-G" 3'-3 1/2" 3'-3 11211 1 4'-9 1/2" (2) 2x 12 HEADER ABOVE TRAN5DM5 I i 6-3" I I I I I I � I I I I NEW 2xG EXTERIOR CONSTRUCTION I I CD-X RATED PLYWOOD SHEATHING , I O NO ACCESS NEW MAIBEC SHINGLE SIDING , UNFINISHED ATTIC 2"CLOSED CELL SPRAY-IN FOAM INSULATION (R-13) I ( p R-1 5 BATT INSULATION Uez L� I IX 2 � I I o W �'�' m O i I I � hoQm u zW > C3 i2w Qz0 w I _ _ TOP OF DORMER L z w Q 0 RIDGE BEAM cp RIDGE BEAM O 1 cv 15 JANUARY,aozi c\ 3 n DECEMBER,2020 NFINISHED ATTIC / 02 DECEMBER,2020 I THESE PLANS ARE AN INSTRUMENT OF �✓ — SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED f 2021 ALL RIGHTS RESERVED � 1 —T— X I I DOWN I m I Robert I. Brown 1 Architect, P.C. f f KITCHEN BELOW EQ EQ 2o5 Bay,Ave. Greenport NY +�'-0" CEILING HEIGHT in?`o@ribrownarchitect.com I I I I 631-477-9752 I I I I Lu I i IT IS A VIOLATION OF THE LAW FOR ANY PERSON, I I I UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON NEW 2xG EXTERIOR CONSTRUCTION O THIS DRAWING IN ANY WAY. ANY AUTHORIZED f CD-X RATED PLYWOOD SHEATHING ALTERATION MUST BE NOTED,SEALED,AND W I w I w w NEW MAIBEC SHINGLE SIDING = I = I „ DESCRIBED IN ACCORDANCE WITH THE LAW. 2 CLOSED CELL SPRAY-IN NEW 2xG EXTERIOR CONSTRUCTION I z I z UNFIN z l z l FOAM INSULATION (K-13) I — I I5H�D ATTIC CD-X RATED PLYWOOD SHEATHING —' —' _� I =� I R-1 5 BATT INSULATION y� NEW MAIBEC SHINGLE SIDING U ED Aq U I U I U I R 2" CLOSED CELL SPRAY-IN I p I p Icad C �, FOAM INSULATION (R-13) I I I I I Y 1.eR R-15 BATT INSULATION0� 1 I I I I I I I 6 G� oQ� I I I I I F 0 I I I I I I I I I CLIENT/OWNER 1 P-3 /4" 1 03 1/4" TRIOLO RESIDENCE 10'-3 1/4" 3'-1" 10-3 1/4" 1 42o BEACHWOOD LANE O O SOUTHOLD, NY 11971 SECOND FLOOR PLAN INCLUDE SEPARATE BID FOR PROJECT TITLE ENTIRE ROOF WITH STANDING RENOVATIONS SCALE: I/4" = I'-0" SEAM METAL ROOFING EXISTING EXCEPT AS NOTED AND ADDITION DRAWING TITLE SECOND FLOOR PLAN SCALE i9 JANUARY,2021 1/4"-i o" DRAWING NO. ISSUES/REVISIONS ASPHALT SHINGLE ROOFING 0 12 I ASPHALT SHINGLE ROOFING 12 12 Q 4 I Q 7 Q 7 � I � 15 JANUARY,2021 I I I 11 DECEMBER,2020 02 DECEMBER,2020 THESE PLANS ARE AN INSTRUMENT OF 1 2 1 2 1 2 1 2 SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFR Q 7 7 ASPHALT SHINGLE ROOFING 7 7 I BE PROSECUTED INGEMENTS WILL 2021 ALL RIGHTS RESERVED I Robert I. Brown Architect, P.C. ao Ba Ave. Green port NY in?o@rlbrownarchitect.com ASPHALT SHINGLE R OFING 631-477-9752 12 12 I VIOLATIONIT IS A UNI.SS ACTING DIRECTIONON, UNDER THE DIRECTION OF A 9 9 LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. ED ARgA 2 3 STANDING SEAM METAL ROOFING OVER PORCH 12 3 Q Q�S ASPHALT SHINGLE ROOFING ASPHALT SHINGLE ROOFING 134A Q� 12 12 II � �II CLIENT/OWNER TRIOLO RESIDENCE 42o BEACHWOOD LANE � _ - - - - - - - - - - � SOUTHOLD, NY 11971 PROJECT TITLE RENOVATIONS ROOF PLAN INCLUDE SEPARATE BID FOR AND ADDITION ENTIRE ROOF WITH STANDING SCALE: 114" = P-0" SEAM METAL ROOFING EXISTING EXCEPT AS NOTED DRAWING TITLE ROOF PLAN SCALE i9 JANUARY,2021 1/4"=1'-0" DRAWING NO. ISSUES/REVISIONS 12 ASPHALT SHINGLE ROOFING 117 I " V I BOARD D AT ING, Fffll- PAI TE ) - CD L BE S 1EC FED BY 3Y" FLAT WINDOW TRIM LJ d' STANDING SEAM METAL ROOFING OVER PORCH w/SILL N05E N I " V RTI ALOA D HEADER CLAD WITH AZEK A D ATT N 5 DING, TRIM -WHITE PAI TE - C LO T BE 5 LEC ED 5YQWNffR 10" SQUARE COLUMNS ® ® ® ® ® ® CLAD IN AZEK-WHITE 10" SQUA TOLUMN5 CLAD IN PZEr WHITE MAIBEC CEDAR SHINGLE SIDING (2ND GRADE) OVERLAPPING WEAVE AT CORNERS PAINTED - COLOR TO BE DETERMINED BY OWNER 3OG8 F71 — NEW OVERHEAD NEW OVERHEAD NEW EXTERIOR MAHOGANY TOP RAILING WITH MAHOGANY TOP RAILING WITH GARAGE DOOR GARAGE DOOR WOOD DOOR STEEL HORIZONTAL CABLE STEEL HORIZONTAL CABLE PAINTED 4x4 WOOD P05T SUPPORTS 4x4 WOOD P05T SUPPORTS PROVIDED BY OWNER 15 JANUARY,zo21 NORTH ELEVATION (FRONT) INCLUDE SEPARATE BID FOR 1u JANUARY,DECEMBE 2 21 ENTIRE ROOF WITH STANDING SCALE: 1/4" = 1'-0" SEAM METAL ROOFING EXISTING EXCEPT AS NOTED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2021 ALL RIGHTS RESERVED EXTEND EXISTING Robert I. Brown BRICK CHIMNEY Architect, P.C. 20 Bay Ave. Greenport NY in?o@ribrownarchitect.com 631-477-9752 ASPHALT SHINGLE ROOFING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON ASPHALT SHINGLE ROOFING ASPHALT SHINGLE ROOFING THIS DRAWING IN ANY WAY. ANY AUTHORIZEDALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. (4) NEW ANDER5EN 400 SERIES ��AED Ajr C AW 41 STATIONARY WINDOWS ABOVE ���' 13 WHITE/WHITE COLONIAL GRILLE 16'-6" I � 16 41 �NEw�Q 12", ERTI AL BOARD NDBA EN SIDING, �v PINT D - OL R T B ELE TEE BY DW ER CLIENT/OWNER TRIOLO RESIDENCE MAIBEC CEDAR SHINGLE 51DING (2ND GRADE) 42o BEACHWOOD LANE OVERLAPPING WEAVE AT CORNERS SOUTHOLD NY PAINTED - COLOR TO BE DETERMINED BY OWNER 6„ 11 971 Ll PROJECT TITLE RENOVATIONS AND ADDITION NEW ANDER5EN 400 SERIES (2) NEW ANDER5EN 400 SERIES NEW ANDER5EN 400 SERIES FWG GOG8 FWG 5OG8 FWG 1 2050-4 WHITE/WHITE w/SHORT WHITE/WHITE w/SHORT WHITE/WHITE w/SHORT FRACTIONAL GRILLE PATTERN FRACTIONAL GRILLE PATTERN FRACTIONAL GRILLE PATTERN DRAWING TITLE SOUTH ELEVATION (REAR) INCLUDE SEPARATE BID FOR NORTH AND SOUTH ENTIRE ROOF WITH STANDING ELEVATIONS SEAM METAL ROOFING SCALE 19 JANUARY,2021 1/4"=1'-0" DRAWING NO. ISSUES/REVISIONS 4 v 12 3Y2' FLAT WINDOW TRIM Q7 w/SILL NOSE ASPHALT SHINGLE ROOFING 12 7 LJi MAIBEC CEDAR SHINGLE SIDING (2ND GRADE) OVERLAPPING WEAVE AT CORNERS PAINTED - COLOR TO BE DETERMINED BY OWNER MAIBEC CEDAR SHINGLE SIDING (2ND GRADE) OVERLAPPING WEAVE AT CORNERS PAINTED -COLOR TO BE DETERMINED BY OWNER 3Y2' FLAT WINDOW TRIM 3,112" FLAT WINDOW TRIM NEW EXTERIOR STEPS w/SILL NOSE w/SILL NOSE 30 HANDRAIL TO CODE(TYP.) 15 JANUARY,2021 n DECEMBER,2020 02 DECEMBER,2020 EASTELEVATION INCLUDE SEPARATE BID FOR ENTIRE ROOF WITH STANDING SEAM METAL ROOFING THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2021 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. EXTEND EXISTING BRICK CHIMNEY Ba Ave. Greenport NY In?o@ribrownar h tect com 631-477-9752 1y~� IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBF,D IN ACCORDANCE WITH THE LAW. 12 12 ED ARCy ` 7 Q S r63G� OPT 12 NEB� 3 12 MAIBEC CEDAR5HINGLE SIDING (2ND GRADE) OVERLAPPING WEAVE AT CORNERS PAINTED - COLORTO BE DETERMINED BY OWNER CLIENT/OWNER TRIOLO RESIDENCE 42o BEACHWOOD LANE SOUTHOLD, NY 11971 10"SQUARE COLUMNS CLAD IN AZEK-WHITE 3Y2' FLAT WINDOW TRIM w/SILL NOSE 31" FLAT WINDOW TRIM 3Yz" FLAT WINDOW TRIM PROJECT TITLE w/SILL NOSE w/SILL NOSE NEW EXTERIOR STEPS 3G" HANDRAIL TO CODE (TYP.) RENOVATIONS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AND ADDITION DRAWING TITLE WEST ELEVATION (SIDE) INCLUDE SEPARATE BID FOR EAST AND WEST ENTIRE ROOF WITH STANDING ELEVATIONS SCALE: 114" = P-0" SEAM METAL ROOFING SCALE i9 JANUARY,2021 DRAWING NO. ISSUES/REVISIONS 2x 10 RIDGE BEAM ASPHALT SHINGLE ROOFING 2x 10 RAFTERS @ I G"O.C. ASPHALT SHINGLE ROOFING CD-X RATED PLYWOOD SHEATHING 2x 10 RAFTERS @ I G" O.C. 12 7/2" CLOSED CELL SPRAY-IN FOAM CD-X RATED PLYWOOD SHEATHING ,_ ., 7 INSULATION (K-50) 7/2' CLOSED CELL SPRAY-IN FOAM 12 INSULATION (R-50) 4 �i.. .- , I xG AZEK TRIM BOARD I xG AZEK TRIM BOARD / (2) 2x8 HEADER(TYP.) . y 2xG COLLAR TIES @ 48" O.C. (2) 2x8 HEADER(TYP.) PROPOSED ATTIC STORAGE PROPOSED ATTIC STORAGE I xG AZEK TRIM BOARD G"TONGUE AND GROOVE SUBFLOOP, ABOVE MASTER BEDROOM 2x 10 FLOOR JOISTS @ I G" O.C. 3x 10 FLOOR JOISTS @ 24" O.C. z 2x 10 FLOOR JOISTS @ I G"O.C. ,1 (2) 2 12 HEADER(TYP.) EXPOSED JOIST CEILING K-22 BATT INSULATION R-22 BATT INSULATION DRYWALL CEILING NEW 2xG EXTERIOR CONSTRUCTION (2) 2x 12 HEADER(TYP.) CD-X RATED PLYWOOD SHEATHING NEW MAIBEC SHINGLE SIDING 2" CLOSED CELL SPRAY-IN FOAM INSULATION (R-13) p R-1 5 15ATT INSULATION NEW 8'-0" OVERHEAD GARAGE DOOR MODIFIED GARAGE 0 PROPOSED MASTER BEDROOM PROPOSED MASTER BATH 2x8 FLOOR JOISTS TO REMAIN ' h NEW GARAGE SLAB TO R-22 BATT INSULATION BE LEVEL WITH EXISTING EXISTING CRAWL SPACE TO REMAIN EXISTING G�R+GE SLAB NEW 4" POURED CONCRETE I I SLAB w/GxG W.W.M. p I I `0 J r-- II � J NEW G" CONCRETE BLOCK I I 2'-0" r——J i 8" REINFORCED CONCRETE BLOCK FOUNDATION WALLS DUTCH WALL TO TOP OF I I J WATERPROOFED WITH 'BLACK MAGIC'AND G MIL FOUNDATION WALL TOP OF NEW 5A5FI\,jENT SLAB f i POLYURETHANE(TYP.) ON 8"x I G" REINFORCED POURED TO BE LEVEL WITq Ef ISTING —J i r— � CONCRETE CONTINUOUS FOOTING (TYP.) —T—IT——J POURED CONCRETE 15 JANUARY,2021 -----1--_L_---� STEPPED FOUNDATION u DECEMBER,zozo (5" REINFORCED CONCRETE BLOCK FOUNDATION WALLS oz DECEMBER,2020 SECTION A WATERPROOFED WITH 'BLACK MAGIC'AND G MIL POLYURETHANE(iYP.) ON 8"x I G" REINFORCED POURED CONCRETE CONTINUOUS FOOTING (TYF.) THESE PLANS ARE AN INSTRUMENT OF SCALE: 1/4" = 1'-0" SERVICE AND ARE THE PROPERTY OF THE EXISTING EXCEPT AS NOTED ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2021 ALL RIGHTS RESERVED EXTEND EXISTING BRICK CHIMNEY Robert I. Brown Architect, P.C. N ASPHALT SHINGLE ROOFING ao BayAve. Green port NY CD-X RATED PLYWOOD SHEATHING in o P@ribrownarchitect.com 7/2' CLOSED CELL SPRAY-IN FOAM 631-477-9752 INSULATION (R-50) ASPHALT SHINGLE ROOFING 12 12 CD-X RATED PLYWOOD SHEATHING 7 7 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 7 y2' CLOSED CELL SP FOAM UNLESS ACTING UNDER THE DIRECTION OF A INSULAATIOTIO N N (R-50) 2xG PREFABRICATE BUSS @ I G O.C. _ LICE r THSNSEDARCHITECT, TOALNY WAY.TER AUTHORIZED ANY ITEM D w/2x8 ROOF RAFT FOR INSULATION DESCRIBED IN ACCORDANCE WITH THE LAW. -p •l I � ALTERATION MUST BEE NOTED,SEALED,AND OTE SPAN: 3G' S/z" (V.I.F.) 111 TO BE ENGINEERS MANUFACTURER APPROVED 15Y ARCHITECT C C�p'ED AR y STANDING SEAM METAL ROOFING 12 CD-X RATED PLYWOOD SHEATHING - Q 3 ��{r��'f°�� 2 2x8 RAFTERS @ I G" O.C. xe ..:. �� I xG AZEK TRIM BOARD y` r ,t;•;' (2) 2x 12 HEADER .� a, SAVE TO BE LEVEL WITH �•s Q. NEW GARAGE SAVE(V.I.F.) g3g1 NEvn'�O (TYP-) N NEW PLATE HEIGHT IN KITCHEN ROOM N (2) 2x 10 GIRDER NEW 2xG EXTERIOR CONSTRUCTION (3) 2xG HEADER (2) 2x 10 HEADER AZEK CLADDING AND TRIM CD-X RATED PLYWOOD SHEATHING (Tyr.) %v CLIENT OWNER NEW MAIBEC SHINGLE SIDING _ - 2" CLOSED CELL SPRAY-IN O FOAM INSULATION - TRIOLO RESIDENCE R-15 BATT INSULATION 10"SQUARE COLUMNS FIR EXISTING WALL TO MATCH NEW BUILT-IN BUILT-IN CLAD IN AZEK-WHITE 2xG CONSTRUCTION - 42o BEACHWOOD LANE PROPOSED KITCHEN 2x8 P.T. FLOOR J ITS SOUTHOLD, NY 11971 KITCHEN PLAN BY OTHERS @ I G"O.C. NEW 2x8 JOIST TO MATCH EXISTING 2x8 FLOOR NEW IPE WOOD DECKING JOISTS TO REMAIN NEW 2x8 JOISTS TO MATCH EXISTING PROJECT TITLE R-22 GATT INSULATION � RENOVATIONS PROPOSED WLSPACE AND ADDITION 10" DIA SONOTUBE 30"x30"x 1 2" POURED CONCRETE FOOTING 2" RAT 5LAE WITH (3)#5 REBAR IN EACH DIRECTION. DRAWING TITLE MINIMUM 3'-0" NEW BASEMENT ALIGN FOUNDATION WALLS BELOW GRADE ON SECTIONS TOP OF NEW BASEMENT SLAB 4" POURED CONCRETE SLAB UNDISTURBED SOIL TO BE LEVEL WITH EXISTING w/GxG W.W.M. EXISTING FOUNDATION SCALE TO REMAIN 8" REINFORCED CONCRETE BLOCK FOUNDATION WALLS 19 JANUARY,zoai >/4"=i'-o" SECTION B WATERPROOFED WITH 'BLACK MAGIC' AND G MIL DRAWING NO. POLYURETHANE (TYP.) ON 8"x I G" REINFORCED POURED CONCRETE CONTINUOUS FOOTING (TYP.) SCALE: 1/4" = 1'-0" EXISTING EXCEPT AS NOTED ISSUES/REVISIONS ASPHALT SHINGLE ROOFING EXTEND EXISTING ASPHALT SHINGLE ROOFING 2x 10 RAFTERS @ I G" O.C. ASPHALT SHINGLE ROOFING BRICK CHIMNEY 2x 10 RAFTERS @ I G" O.C. CD-X RATED PLYWOOD SHEATHING CDA RATED PLYWOOD SHEATHING CD-X RATED PLYWOOD SHEATHING 7Y2" CLOSED CELL SPRAY-IN FOAM 7/2" CLOSED CELL SPRAY-IN FOgM 7/2' CLOSED CELL SPRAY-IN FOAM INSULATION (K-50) INSULATION (K-50) INSULATION (K-50) 2x 10 RIDGE BEAM 2x 10 RIDGE BEAM 1'- Tt 1 B B 8 2xG PREFABRICATED TRUSS @ I G" O.C. W/ 2x8 ROOF RAFTERS FOR INSULATION 2xG COLLAR TIES @ 45" O.C. NEW 2x6 EXTERIOR CONSTRUCTION SPAN: 30-5y" (V.I.F.) CD-X RATED PLYWOOD SHEATHING I TO BE ENGINEERED BY MANUFACTURER NEW MAIBEC SHINGLE SIDING APPROVED BY ARCHITECT 2"CLOSED CELL SPRAY-IN FOAM INSULATION (K-1 3) ` K-15 BATT INSULATION PRO ED ATTIC SAGE .E NEW 2xG EXTERIOR CONSTRUCTION �a CD-X RATED PLYWOOD SHEATHING " G"TONGUE AND GROOVE SUBFLOOP, NEW MAIBEC SHINGLE SIDING ` ABOVE MASTER BEDROOM I EXISTING CEILING JOISTS TO REMAIN t 2" CLOSED CELL SPRAY-IN N N N N N N N N R-22 GATT INSULATION FOAM INSULATION (K-1 3) R-15 BAIT INSULATION 3x 10 FLOOR JOISTS @ 24" O.C. n ,_ e _ LLL3.5" (OK AS MUCH AS POSSIBLE) CLOSED CELL SPRAY-IN Q BUILT-IN FOAM INSULATION IN EXISTING 2x4 EXTERIOR WALLS NEW FLO 3 K TO BE L WITH EXI TING 2x8 FLOOR JOISTS @ 16" O.C. T, w,�F q, ' 2x8 FLOOR JOISTS TO REMAIN 2x8 FLOOR JOISTS TO REMAIN N mm IN cm, vm N n m N ry s TO MATCH EXISTING K-22 BATT INSULATION R-22 GATT INSULATION EXISTING FOUNDATION EXISTING CRAWL SPACE TO REMAIN EXISTING CRAWL SPACE TO REMAIN TO REMAIN EXISTING FOUNDATION TO REMAIN 15 JANUARY,2021 u DECEMBER,2020 SECTIONC THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL SCALE: 114" = P-0" BE PROSECUTED EXISTING EXCEPT AS NOTED 2021 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 205 Bay,Ave. Greenport NY into@ribrownarchitect.com 2x 10 RIDGE BEAM 631-477-9752 ASPHALT SHINGLE ROOFING 2x 10 RAFTERS @ IG" O.C. CD-X RATED PLYWOOD SHEATHING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 7/2'CLOSED CELL SPRAY-IN FOAM UNLESS ACTING UNDER THE DIRECTION OFA INSULATION (R-50) LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED 12 ALTERATION MUST BE NOTED,SEALED,AND I 1 DESCRIBED IN ACCORDANCE WITH THE LAW. 2xG COLLAR TIES @ 45" O.C. ��ED APO, (2) 2x 12 GIRDER �t FLUSH WITH TOP OF FLOOR I x6 AZEK TRIM BOARD 2x 10 FLOOR J I T @ I G" O.C. 2x 10 FLOOR JOISTS @ 16"O.C. Ff NEW STAIR RISE: 7y" -- CLIENT/OWNER RUN: 10 i HANDRAIL TO CODE(TYP.) TRIOLO RESIDENCE CO O I I m 42o BEACHWOOD LANE 312" HEAVY WEIGHT STEEL SOUTHOLD NY 11971 COULUN (TYP.) PROJECT TITLE 0 N RENOVATIONS _ 3G"x3G"x 12" POURED AND ADDITION o CONCRETE FOOTING WITH (3) #5 REBAR IN EXCAVATE TO EACH DIRECTION BASEMENT SLAB LEVEL DRAWING TITLE NEW CONCRETE NEW CONCRETE STAIRS STAIRS SECTIONS 36" HANDRAIL TO RISE: 7/2" TOP OF NEW BASEMENT SLAB RUN: I 0 TO BE LEVEL WITH EXISTING CODE(T)T.) SCALE i9 JANUARY,2021 SECTIOND DRAWING NO. SCALE: 114" = 1'-0" EXISTING EXCEPT AS NOTED ISSUES/REVISIONS 4P 4P 4P , $ 4 � 4 I $ I I h> ` I / LEGEND LIGHT SWITCH � 3 —THREE WAY EXISTING / D=DIMMER FIREPLACE / ® JAM SWITCH OUTLET / I GFI=GP.OUND FAULT INTERUPT 220= 220 VOLT FIXTURE; 4 =QUAD OUTLET SD 5=SURFACE MOUNT PROVIDED BY OWNER CO I d �I SD R=PECE55ED PROVIDED BY CONTRACTOR TO LIVING ROOM I P(LV f0 WAIL SCONCE LIGHTING I $$$ GFI PHONE 15 JANUARY,2021 / ( 1 3 CABLE 5E NFTWOPK CABLE SPEAKERS EMERGENCY 02 DECEMBER, 2020 ALARM KEYPAD THESE PLANS ARE AN INSTRUMENT OF \� I l THERMosrnr Fo SERVICE AND ARE THE PROPERTY OF THE -_ \ ® ( ® VENT ARCHITECT. INFRINGEMENTS WILL fi44------- 5D � ► BE PROSECUTED — \ VENT SD SMOKE DETECTOR SPOTLIGHT XI $$$ O \ O �► 2021 ALL RIGHTS RESERVED s qss � _ GFI — _ _ — WASHERLDP-;P- \\ i�� \ ji � \\ ji \`— \ EPH ELEC.PANEL HEATER 00 PHONUCOMM. F /� \1 I $ GFI LIGHT TRACK W PC PULL CHAIN p VENT \��� \ I I I s� I I I 1 PORTRAIT LIGHT 50 TO CLOCK OUTLET ���fJJ ; 5D PL Robert I. Brown 0GFI - J' GFI Architect, P.C. DIRECT LIGHTING \ I 1 CO CARBON MONOXIDE DETECTOR 2000 Bay,Ave. Greenport NY O FIRE ALARM rib in o@rownarchitect.com / t � STROBE DOWN -¢-- / I I 631-477_9752 \ 3� I I I \ IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 1 I I UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. 0 I \ 4 i� \�-3t I +Pt GFI -- GFI GFI - I db fib' 6 ,5�� �[D Aq0 -- E3 13 V CLIENT/OWNER TRIOLO RESIDENCE i I I i I NEW 8'-0" OVE.k:11EAD I I NEW 6'-O°�y�'EKrIFAD I 42o BEACHWOOD LANE GARAGE DOOR i I GAF'.A� DOOM; I SOUTHOLD NY ll � 971 / PROJECT TITLE RENOVATIONS ` AND ADDITION DRAWING TITLE ELECTRICAL PLAN FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4" = I'-O" EXISTING EXCEPT A5 NOTED SCALE i9 JANUARY,2021 1/4"=i o" DRAWING NO. ISSUES/REVISIONS A D A8 TA8 l"W NEW 2xG EXTERIOR CONSTRUCTION CD-X RATED PLYWOOD SHEATHING NEW MAIBEC SHINGLE SIDING 2"CL05ED CELL SPRAY-IN WINDOW 5CHEDULE FOAM INSULATION (K-13) K-1 5 BATT INSULATION G3'-4 I/2" MODEL SIZE TYPE LITE QUANTITY NOTES I G'-10 1/2" 4G'-G" A TW 284G 2'10"x 4'9' DH 4 OVER I G 8'-9 1/2" 8'-1" 1 5'-G 1/4" 22'-10 114 8'-1 1/2" B TW 2432 2'G•x 35' DH 4 OVER 1 7 18, G" 7 8" C A 21 2'0"x 2'0' AWNING 4 UTE5 I TEMPERED GLA55 IN BATHROOM NEW EXTERIOR STEPS NEW EXTERICIF STEPS 3G" HANDRAIL TO CODE(TW.) 3G" HANDRAI TO CODE(M'.) D AW 251 2's'x 2'5' AWNING 4 LITEs I STATIONARY E AW 41 2'4'x 4'0' AWNING 8 LITES 4 STATIONARY,ABOVE SLIDING DOORS NEW EXTERIO STEPS F TW 210410 3'0"x 5'1' DH 4 OVER 1 3 PWG I GOG8 G 8 N ' NEW STATIONARY TRANSOM WINDOWS i I 5-0'. 7'-9" i ALIGNED ABOVE NEW DOORS 2- � `r L (2) 13/a"x 9 I/a" 2.OE MICROLLAM LVL HEADER —— ——————— R6 ED 12 G8 ------�BbVENEV�/DOOR---------- :�f" BUIL IIr I NOTE: ALL WINDOWS TO BE ANDERSEN 400 SERIES LL'lu I I NOTE: ALL WINDOWS TO DE WHITE INTERIOR AND EXTERIOR / (2) 13/4"x 1 17/8" 2.0E MICROLLAM LVL HEADER N / EXISTING BEDROOM I (2) 3G" BARN DOORS - c� EY15TING PROPOSED LIVING ROOM U FIREPLACE / +I 1'-0" CEILING I / NEW 2xG EXTERIOR CONST UCTI / C� NEW WOOD FLOORING CD-X RATED PLYWOOD SH ATHING Cn PROPOSED MASTER BEDROOM PROVIDED BY OWNER ) C N015E CANCELING INSULATION - A8 NEW MAIBEC SHINGL SIDING / +8'-0"CEILING I nIG IN BATHROOM WALLS ' 2"CLOSED CELL PRAY-IN I 0 N FOAM INSULATIO (R-1 3) _� / NEW WOOD FLOORING w I I 25 JANUARY,aoa> R-1 5 BATT INS LATION ; PROVIDED BY OWNER I I 2CG I3'-0" ig JANUARY,2021 n1 PRC SEDI N 15 JANUARY,ioai r BUI N Ini i ' o v `�' a DECEMBER,2020 2'- Ln oa DECEMBER,Joao � m j 2GG8 29'-1 1 1/2" iv THESE PLANS ARE AN INSTRUMENT OF / 9 SERVICE AND ARE THE PROPERTY OF THE -----� �,� '-0 1/2" N 0" m O ARCHITECT.INFRINGEMENTS WILL PROPOSED MASTER BATH I _ . BE PROSECUTED o NEW TILE FLOORING I 0 4'-4. I I 28G8 2021 ALL RIGHTS RESERVED PROVIDED BY OWNER I } I MOISE CANCELING INSULATION I O 3'-G" I IN BATHROOM WALLS i 0 I I io 0 I 24G8 (V ------------------ - ------ ---N - -, Robert I. Brown DOWN 9 UP o I N Architect, P.C. _ - j EXISTING BEDROOM m ao5 Bay Ave. Greenport NY - into @ ribrownarchitect.com 30G8 / / / / PROPOSED KITCHEN 631-477-9752 KITCHEN PLAN BY OTHERS co I _ UP �0 (2) 2x 12 GIRDER `0 0 13-4" m FLUSH WITH TOP OF FLOOR I I co I I # I IT ISA VIOLATION OF THE LAW FOR ANY PERSON, <p 15'-4" 15'-3" UNLESS ACTING UNDER THE DIRECTION OF A N 3Y2" H EAVY WEIGHT 54EEL I 4'-0" G- _ --'-- ' 9 - 3'-I LICENSED ARHITECC,TO ALTER ANY ITEM ON COULUN (TYP.) N 2' 9" �-I 1 5-9" G'-5" THIS DRAWING IN ANYWAY.ANYAUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND 3G"x3G"x1 2" POURED / 30G8 / / ///// /// /////, ///iii/ /i DESCRIBED IN ACCORDANCE W I ITHELAW. CONCRETE FOOTING NEW 2x4 EXTERIOR CONSTRUCTION WITH (3)#5 REBAK IN NEW EXTERIOR TO MATCH (STING WOOD DOOR pl u EACH DIRECTION NEW 2xG EXTERIOR CONSTRUCTION ,•. ' ::s";;,-,� .'`• REMOVE EXISTING GARAG DOOR PAINTED MO IFIED GARAGE CD-X RATED PLYWOOD SHEATHING PROPOSED FRONT COVERED PORCH IN THIS AREA PROVIDED BY NEW MAIBEC SHINGLE SIDING 239 SF OWNER in c� O 2' CLOSED CELL SPRAY-IN NEW IPE WOOD DECKING 4 CLI FOAM INSULATION (K-13) 0 m_ R-1 5 BATT INSULATION 0u-q /w / = 10"SQUARE 10"SQUARE 10"SQUARE WOOD COLUMNS WOOD COLUMNS WOOD COLUMNS O � U � N 7-8" 7-8" 7-8" 7-8" CLIENT/OWNER 99 z 0 N N GAR/1GEOV6ORAD w FARO"E"Do"0 / 8'-5" 15-4" 15'-4" TRIOLO RESIDENCE w /A z � 42o BEACHWOOD LANE i T 9.- SOUTHOLD, NY 11971 O 0-3 3/4" 1 1'-0" G'-3 3/4" 23'-7 1/2" PROJECT TITLE RENOVATIONS FIRSTFLOOR PLAN INCLUDE SEPARATE BID FOR AND ADDITION ENTIRE ROOF WITH STANDING SCALE: 1/4" = P-0" SEAM METAL ROOFING + EXISTING EXCEPT AS NOTED DRAWING TITLE FIRST FLOOR PLAN SCALE rev.Sept S,2023 1/4"-"-0" DRAWING NO. ISSUES/REVISIONS NEW 2xG EXTERIOR CONSTRUCTION CD-X RATED PLYWOOD SHEATHING NEW MAIBEC SHINGLE SIDING 2"CLOSED CELL SPRAY-IN FOAM INSULATION (R-13) R-15 BATT INSULATION 9'-3 1/4" 4'-0' 1 2'-3" 2'-3 1 4'-0" 24'-8 3/4" , r NEW STATIONARY TRANSOM WINDOWS ! ALIGNED ABOVE NEW DOORS O O O , 5'-G" 3'-3 I/2" 1 3'-3 I/2" 1 4'-9 I/2" (2) 2x 12 HEADER ABOVE TRANSOMS i / r r / � i , ! r i i / r NEW 2xG EXTERIOR CONSTRUCTION i O CD-X RATED PLYWOOD SHEATHING i UNFINIS5 HEDHED AC NEW MAIBEC SHINGLE SIDING ! UN ATTIC ; 2"CLOSED CELL SPRAY-IN Z LD FOAM INSULATION (R-13) 3 ' O R-15 BATT INSULATION ; N dU z FINISHED 5PACE <u i NoL =z = cn0 ZQU i r �u- (2/ i a} Q i p t()toLLJ i U w r �0 zujo _ - TOP OF DORMER - _ _ ! u- p N 0 CD z Q _ _ _ _ - _ _ _ _ iq JANUARY,2021 RIDGE BEAM CO w RIDGE BEAM L p rL ! N � � X � ><5 J RY,zozi (2) 2x 12 HEADER N r c� 3 � _ _ _ _ _ _ _ n DECEMBER,2020 ! oz DECEMBER,zozo i ( 50G8 THESE PLANS ARE AN INSTRUMENT OF / \LAUNDP. ! SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL / I \ BE PROSECUTED zozi ALL RIGHTS RESERVED 2xG WALL / \ / rrACi/ r!rr/ iirrrrr �r ! , , ! ' r / ( DOWN I / ' Robert I. Brown SUPPORT / __ VALLEY BEAM ! -- Architect, P.C. 7, AS NECESSARY i R-19 BATT�' i R�9 BATT� i I ` KITCHEN BELOW ! 20 Bay Ave. Green port NY INSULATION i I I I ULATION EQ EQ into@ribrownarchitect.com I I I I I 631-477-9752 / I I IW I � r IR-35 SPRAY IVOAM I ; INSULATION I I \ r ' r I I IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON NEW 2xG EXTERIOR CONSTRUCTION THIS DRAWING IN ANYWAY.ANYAUTHORIZED CD-X RATED PLYWOOD SHEATHING ALTERATION MUST BE NOTED,SEALED,AND NEW MAIBEC SHINGLE 51DING DESCRIBED IN ACCORDANCE WITH THE LAW. i I = i LLJ= =i =I r 2"CLOSED CELL 5PRAY-IN NEW 2xG EXTERIOR CONSTRUCTION � z z � z z FOAM INSULATION (R-13) CD-X RATED PLYWOOD SHEATHING I I_, UNFINISH� JI JI R-1 5 BATT INSULATION _ w I w INSULAT ATTIC wl w NEW MAIBEC SHINGLE SIDING / I U U U UI 2"CLOSED CELL SPRAY-IN I o I o OI �. FOAM INSULATION (R-13) I i`I in R-1 5 BATT INSULATION ; I + I + I +I +I Is II I I I r CLIENT/OWNER ' III'-3 1/4I" 1 I '-3 1/4" TRIOLO RESIDENCE 1 O'-3 1/4" 3'-I" 1 O'-3 1141, 42o BEACHWOOD LANE r r i SOUTHOLD, NY uqT ISO SECOND FLOOR PLAN INCLUDE SEPARATE BID FOR PROJECTTITLE ENTIRE ROOF WITH STANDING RENOVATIONS SCALE: 1/4" = 1'-0" SEAM METAL ROOFING EX15TING EXCEPT AS NOTED AND ADDITION - - DRAWING TITLE SECOND FLOOR PLAN rev.Sept.8,zo23 SCALE rev.Dec.28,2023 1/4"=i-0" DRAWING NO. ISSUES/REVISIONS 2x 10 RIDGE BEAM ASPHALT SHINGLE ROOFING 2x 10 RAFTERS @ I G" O.G. ASPHALT SHINGLE ROOFING CD-X RATED PLYWOOD SHEATHING 2x 10 RAFTERS @ I G" O.G. 12 7Y2"CL05ED CELL 5PRAY-IN FOAM CD-X RATED PLYWOOD SHEATHING 'ZZ:�7 INSULATION (R-50) 7Y2"CLOSED CELL SPRAY-IN FOAM 12 INSULATION (R-50) 4p ' + _� 1 :_ r ,�, + �i Ix6 AZEK TRIM BOARD xis I xG AZEK TRIM BOARD / \ \ (2) 2x8 HEADER(IYP.) \ \ 2xG COLLAR TIES @ 48"O.C. (2) 2x8 HEADER(TYP.) PROPOSED ATTIC STORAGE \ \ \ PROPOSED ATTIC STORAGE 1 xG AZEK TRIM BOARD G"TONGUE AND GROOVE 5UBFLOOR ABOVE MASTER BEDROOM 2x 10 FLOOR JOISTS @ I G"O.C. 3x 10 FLOOR JOISTS @ 24"O.C. _--. _ _. .__; 2 2x 10 FLOOR JOISTS @ I G"O.C. (2) 2 1 2 HEADER(TYP.) EXPOSED J015T CEILING R-22 BATT INSULATION R-22 GATT INSULATION DRYWALL CEILING NEW 2xG EXTERIOR CONSTRUCTION (2) 2x 12 HEADER(IYP.) CD-X RATED PLYWOOD SHEATHING NEW MAIBEC SHINGLE SIDING 2"CLOSED CELL SPRAY-IN FOAM INSULATION (R-13) R-15 BATT INSULATION NEW 8'-O" OVERHEAD u GARAGE DOOR MODIFIED GARAGE 0Co PROPOSED MASTER BEDROOM PROPOSED MASTER BATH 2x8 FLOOR JOISTS TO REMAIN NEW GARAGE SLAB TO R-22 BATT INSULATION BE LEVEL WITH EXISTING EXISTING CRAWL SPACE TO REMAIN EXISTING G,� GE SLAB NEW 4" POURED CONCRETE SLAB w/GxG W.W.M. m II II r---- J r-- II � J NEW G" CONCRETE BLOCK I I 2'-0" (-——J i 8" REINFORCED CONCRETE BLOCK FOUNDATION WALLS DUTCH WALL TO TOP OF I IENT r J WATERPROOFED WITH 'BLACK MAGIC'AND G MIL TOP OF NEW B FOUNDATION WALL �M SLAB POLYURETHANE(TYP.) ON 8 x I G REINFORCED POURED TO BE LEVEL WITq g15TING r—— CONCRETE CONTINUOUS FOOTING OW.) i —— I T—7'——'I i5 AR ,2021 POURED CONCRETE ————I-— I ———-� STEPPED FOUNDATION ll DECEMBER,2020 8" REINFORCED CONCRETE BLOCK FOUNDATION WALLS 02 DECEMBER,2020 SECTION A WATERPROOFED WITH 'BLACK MAGIC'AND G MIL POLYURETHANE(TYP.) ON 8"x I G" REINFORCED POURED THESE PLANS ARE AN INSTRUMENT OF CONCRETE CONTINUOUS FOOTING (TYP.) SCALE: 1/4" = I'-0" SERVICE AND ARE THE PROPERTY OF THE EXISTING EXCEPT AS NOTED ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2021 ALL RIGHTS RESERVED EXTEND EXISTING BRICK CHIMNEY Robert I. Brown Architect, P.C. N 20 Bay Ave. Greenport NY ASPHALT SHINGLE ROOFING CD-X RATED PLYWOOD SHEATHING inro@ribrownarchitect.com 7Y2"CLOSED CELL SPRAY-IN FOAM 631 477-9752 INSULATION (R-50) ASPHALT SHINGLE ROOFING 12 12 CD-X RATED PLYWOOD SHEATHING .7� Q 7 ITISAVIOLATION OFTHE LAW FOR ANY PERSON, 7%" CLOSED CELL SPRAY-IN FOAM UNLESS ACTING UNDER THE DIRECTION OF A INSULATION - ) _ LICENSED ARCHITECT,TO ALTER ANY ITEM ON 2xG PREFABRICATE RU55 @ I G"O.C. l THIS DRAWING IN ANY WAY.ANY AUTHORIZED w/2x8 ROOF RAFTTR3 FOR INSULATION ! ALTERATION MUST BE NOTED,SEALED,AND SPAN: 3 G' 5 Y2" (V.I.F.) i DESCRIBED IN ACCORDANCE WITH THE LAW. TO BE ENGINEEPEC E Y MANUFACTURER IIII APPROVED ARCHITECT 77, �/`JY •` STANDING SEAM METAL ROOFING _ I 12 CD-X RATED PLYWOOD SHEATHING Ij ii tk } a 3 2x8 RAFTERS @ I G" O.C. I xG AZEK TRIM BOARD SAVE TO BE LEVEL WITH A•,�: C r Es: BETTER HEADER(2) 13/a"x I I /8" 2.0E - NEW GARAGE SAVE(V.I.F.) MICROLLAM LVL w/(1)5/6"STEEL PLATE = NEW PUTS HEIGHT HEADER(TYP.) IN KITCI-EN ROOM r (2) 2x 10 GIRDER ' (2) 13/4"x 94" 2.OE AZEK CLADDING AND TRIM MICROLLAM LVL HEADER (2) 2x I O HEADER ) N CLIENT/OWNER NEW 2xG EXTERIOR CONSTRUCTION O =' CD-X RATED PLYWOOD SHEATHING = - TRIOLO RESIDENCE NEW MAIBEC SHINGLE SIDING 10"SQUARE COLUMNS 2"CL05ED CELL SPRAY-IN BUILT-IN BUILT-IN CLAD IN AZEK-WHITE FOAM INSULATION (R-13) - 42o BEACHWOOD LANE R-1 5 BATT INSULATION PROPOSED KITCHEN 2x8 P.T. FLOOR J )IE TS SOUTHOLD, NY 11971 FIR EXISTING WALL TO MATCH NEW KITCHEN PLAN BY OTHERS @ I G"O.C. 2xG CONSTRUCTION NEW IPE WOOD DECKING NEW 2x8 JOISTS TO MATCH EXISTING 2x8 FLOOR JOISTS TO REMAIN NEW 2x8 JOISTS TO MATCH EXISTING PROJECT TITLE R-22 GATT INSULATIONT RENOVATIONS PROPOSED TRAWL5PACE AND ADDITION o 10" DIA SONOTUBE 30"x30"x 12" POURED `n CONCRETE FOOTING 2" RAT SLABWITH (3)#5 REBAR IN EACH DIRECTION. DRAWING TITLE MINIMUM 3'-0" NEW BASEMENT ALIGN FOUNDATION WALLS BELOW GRADE ON SECTIONS TOP OF NEW BASEMENT SLAB 4'POURED CONCRETE SLAB UNDISTURBED 501E TO BE LEVEL WITH EXISTING w/GxG W.W.M. EXISTING FOUNDATION 2021 SCALE TO REMAIN 8" i REINFORCED CONCRETE BLOCK FOUNDATION WALLS 9 JANUARY 1/4"=i-o" WATERPROOFED WITH 'BLACK MAGIC'AND G MIL DRAWING NO. SECTION B POLYURETHANE (TYP.)ON 8"x I G" REINFORCED POURED CONCRETE CONTINUOUS FOOTING (fYPJ SCALE: 1/4" = 1'-0" EXISTING EXCEPT AS NOTED