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HomeMy WebLinkAboutTR-9799 Glenn Goldsmith,President ® � f S® y® Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President P.O. Box 1179 Eric Sepenoski l Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples �Q Fax(631) 765-6641 C®UN% BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 2049 C Date: July 17, 2023 THIS CERTIFIES that construction of a new 3 242sq ft two-story single-family dwelling with attached two car garage; a 74sq ft front roof over enia• and 325sq ft two rear decks;the installation of an Innovative Alternative Wastewater Treatment System; establish and perpetually maintain a 25' non- disturbance buffer and a 25' non-turf buffer landward of existing DEC buffer; as-built clearingand to revegetate f4 790sq ft of the properly and a portion of the non-turf buffer area,• remove two trees on east side of property; trim branches on one side of a red cedar tree for walkway access; as-built raised 25 6sq ft wood platform for two A/C units; as-built 15 2sq ft concrete landing with 16.7sg.ft. steps to ground; as built 263sq ft seaward side deck with 38sq ft steps to ground; proposed 255sq ft. fire pit area; 60sq ft of proposed stepping stones; proposed 25 linear feet stone retaining wall under deck; install a 575sq ft sand beach area; install 600sq_ft of pea-gravel under deck to driveway and up to sand beach area; install a 2 125sq ft pea-gravel driveway- install 75 linear feet of 4' high fencing with two(2) gates on west side of dwelling; and to install 70sq ft pea-gravel path from beach area to walkway stairs; with the condition of a two to one native tree replacement and the planting of native vegetation only in rear yard; At 610 Jacksons Landing, Mattituck Suffolk County Tax Map#1000-113-4-8 Conforms to the application for a Trustees Permit heretofore filed in this office Dated October 7, 2020 pursuant to which Trustees Wetland Permit#9799 Dated January 20, 2021,was issued and Amended on June 14, 2023 and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for construction of a new 3 242sq ft two-story, single-family dwelling with attached two car garage; a 74sq_ft front roof over entry- and 325sq ft two rear decks;the installation of an Innovative Alternative Wastewater Treatment System; establish and perpetually maintain a 25' non- disturbance buffer and a 25' non-turf buffer landward of existing DEC buffer; as-built clearing and to revegetate f4 790sq ft of the property and a portion of the non-turf buffer area; remove two trees on east side of properly;trim branches on one side of a red cedar tree for walkway access; as-built raised 25 6sq ft wood platform for two A/C units; as-built 15.2sq.ft. concrete landing with 16.7sg.ft. steps to ground; as built 263sq ft seaward side deck with 38sq_ft steps torog und; proposed 255sq.ft. fire pit area; 60sq ft of proposed stepping stones,• proposed 25 linear feet stone retaining wall under deck; install a 575sq ft sand beach area; install 600sq_ft of pea-gravel under deck to driveway and up to sand beach area; install a 2 125sq_ft pea-gravel driveway• install 75 linear feet of 4' high fencing with two(2) gates on west side of dwelling; and to install 70sq ft pea-gravel path from beach area to walkway stairs, with the condition of a two to one native tree replacement and the planting of native vegetation only in rear Md,; The certificate is issued to Caroline Toscano owner of the aforesaid property. oil Authorized Signature i j. IIIIIIIIIIII_IIIII�11111 IIIIIIIIIIIIIIIIIIIIIIIIIIII.IIII �� llllllll� llll � � { X111111111 .SUFFOLK COUNTY .CLERK RECORDS OFFICE, RECORDING PAGE Type of :2r stxument:. DECLARATION Recorded: 0'6/21/2021 Number. of Pages: .5 At.: 0:4,:1:1:07. PM i Receipt Number : 21.-0114840 LIBER:. 0.000131,0.9 PAGE: 4.51 Di.stri.ct,: Section: Block: Lot,: ' 1000 113.0.0 04.00 008.'0`00 EXAMINED, IINU CHARGED .AS' FOLLOWS. ; I: Received the Following Fees For' Above Instrument Exempt Exempt�W; Page/Fili:ng. $25.00 NO Hanol:ing $2:0.00 Nfl COE $5.00` NO NYS SRCAG: $15:00 NO g ..; TP�-584 $0.00_ NO :Notation $Q,,.00 NO { Cert.Cop3:es $0:.'00, NO RPT $200;:.00 Nfl l {:- Fees Paid, -$265.00 ,.. THIS PAGE; IS A FART OF THE INSTRUMENT THIS IS' NOT A BILL JUDITH A.. PASCALE i County Clerk; Suffolk County tf E !! f {1 f3f1 t{ i� if j Ot§ L ¢ { :e :s {4 , i i 2. i RECUi;.GEC- 0 1 •jun -1 04:11:07 P1,1 Number of pages JUDITH A. PASCA_E CLcnX OF SUFFt1LK COUNT 4' This document will be public L D00013109 record.Please remove all F' 451 Social Security Numbers prior to recording. I Deed/Mortgage Instrument Deed/Mortgage Tax Star- Recording/Filing Stamps' 3 FEES Page/Filing Fee Mortgage Amt. 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 SubTotal Notation Spec./Asset. or EA-5217(County) SubTotal 4 Spec./Add. EA-5217(State) TOT.MTG.TAX Dual Town Dual County Held forAppointment Comm.of Ed. S. 00 Transfer Tax Affidavit • �• Mansion Tax CertifiedCopy The property covered by this mortgage is or will be Improved by a one or two NYS Surcharge 15. Do Sub Totalmoo? J famYES orNOily dwelling only. I Other Grand Totals_ If NO,see appropriate tax clause on _P page N of this Instrument. 4438638 1000 11300 0400 008000 1 v 5 Community Preservation Fund Real Property p T g1111111110111 Consideration Amount$ Tax Service R CFE A Agency 23-MAR-2 CPF Tax Due $ Verification —/ p- Improved 6 Satisfactions/DischargRECORD&RE URNTO�OwnersMailingAddress Vacant Land Thomas N.Toscano,Esq. 73-10 Edsall Avenue TD Glendale,NY 11385 TD TO i Mall to:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name Tradition Title Agency,Inc. www-suffoikco"py,gov/clerk_-_ -- Title# ACC7543 � 8 Suffolk County Recording & Endorsement Page This page forms part of the attached Declaration Of Covenants made by: (SPECIFY TYPE OF INSTRUMENT) Caroline Toscano The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of Southold Town of Southold In the VILLAGE or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over i DECLARATION OF COVENANTS THIS DECLARATION made this 10th day of March, 2021, by Caroline Toscano, residing at 31 Edgewood Drive, New Hyde Park, NY 11040, hereinafter referred to as "DECLARANT(S) ": II W I T N E S S E T H WHEREAS, DECLARANT(S) is/are the owner(s) of certain real property located on 610 Jackson Landing, Mattituck, Town of Southold, County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section 113.00, Block 04.00, Lot 008.000 designated as Lot#6 on a certain map entitled "Map of Jackson's Landing" and filed in the Suffolk County Clerk's Office on March 28, 1969 as Map #5180 and more fully described in the attached Schedule A, hereinafter referred. to as the Property; - - WHEREAS, the Property is situated on lands within the jurisdiction of l\) the Board of Trustees of the Town of Southold (hereinafter the "Trustees") pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor, and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted; WHEREAS, the DECLARANT(S) therefore made application to the Trustees for a permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities; and WHEREAS, as a condition of the granting of a Wetlands Permit to undertake such regulated activities, the Trustees required that a twenty- five (25) foot "non-disturbance buffer" adjacent to and landward of Howards Branch of Mattituck Creek and a twenty-five (25) foot "non-turf buffer" adjacent to and landward of the aforementioned non-disturbance buffer; and WHEREAS, the DECLARANT has considered the foregoing and has determined I that the same will be for the best interests of the DECLARANT and subsequent owners of the Property. NOW, THEREFORE, the DECLARANT(S) do/does hereby covenant and agree as follows: 1) Upon the substantial completion of the aforementioned permitted activities there shall be established and perpetually maintained twenty-five (25) foot "non-disturbance, buffer" as defined by Chapter 275 of the Town Code: to wit: "A vegetated area, as designated by the Board of Trustees, immediately landward of the wetland boundary, shoreline structure, or other line designated by the Trustees where no operations, maintenance, placement of -signs or other activities may take place, except that man-made debris may be removed from such area by hand without the permission of the Board of Trustees". An application for a wetland permit may be submitted for the removal of harmful, "invasive" or non-native vegetation; and 'as depicted on the Site Plan dated January 5, 2021 and stamped approved on ' January 12, 20210 2) Upon the substantial completion of the aforementioned permitted activities there shall be established and perpetually maintained twenty-five (25) foot "non-turf buffer" as defined by Chapter 275 j of the Town Code, to wit: "A designated area where turf grass, pesticides and fertilizers are not permitted, immediately landward of the aforementioned `non-disturbance buffer,"' as depicted on the Site Plan dated January 5, 2021 and stamped approved on January 20, 2021, and r I� 1 � 3) These covenants shall run with the land and shall be binding on the DECLARANT(S) , his/her/their heirs, assigns, purchasers, or i successors in interest and may only be modified after a public hearing and upon resolution of the Trustees. IN WITNESS WHEREOF, the owner(s) has/have duly executed this instrument this 11th day of March, 2021. OWNER'S SIGNATURE STATE OF NEW YORK ) — -- - - - - - - III COUNTY OF QUEENS _) ss: i On the 11ch day of March, in the year 2021, before me the undersigned, a Notary Public in and for said State, personally appeared Caroline Toscano, personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity, and that by his/her/their signature(s) on the instrument, the individual or the persons on behalf of which the individual(s) acted, executed the instrument. ��)(J-tC�&V67 Nota y Public � Julia .Blake iq public State of New York ftq 0 OIBLOO25M %allf xi in Queens County on O"y O? 3 LISA McQUILKIN LAND SURVEYING 274 EAST MAIN STREET EAST ISLIP,NY 11730 631-277-3605 Fax:631-277-3605 lisafflongislandsurvevor_a�t March 11,2021 V\ All that certain plot,piece or parcel of land,with the buildings and improvements thereon erected. situate,lying and being at Mattituck,Town of Southold,County of Suffolk and State of New York.Parcel is known as lot 6 on the map of Jackson's Landing.Said map was Sled id the office of the County Cleric on March 28. 1969 as file number 5280 and is further described as follows: Beginning at a point,on the southerly side of Jackson's Landing.said point being the following 2 courses and distances from the corner formed by the intersection of the southerly side of Jackson's Landing with the easterly side of Mill Road. 1. Along the southerly side of Jackson's Landing,south 54 degrees 32 minutes 30 seconds east,248.09. 2. Still along the southerly side of Jackson's Landing,easterly along an arc of curve bearing _ to the left with a radius of 750.00 302.77 feet__ Running thence,easterly still along the southerly side of Jackson's Landing,along an arc of curve bearing to the left with a radius of 750.00 feet a distance of 100.00 feet to a point. Running thence,along the division line of lots 6 and 7 on said map,south 04 degrees 47 minutes 30 seconds west a distance of 206.36 feet to a point. ' Running thence,along a tie line at or near the approximate highwater line of Mattituck Creek,as per survey by Nathan Taft Corwin 31d the following 2 courses and distances: 1. South 87 degrees 38 minutes 02 seconds west,63AS feet. 2. North 82 degrees 37 minutes 37 seconds west,GAS feet. Running thence,along the division line of lots 5 and 6 on the above-mentioned map,north I I degrees 46 minutes 20 seconds east a distance of 219.51 feet to the point or place of beginning. RC'Cot^p1 NCWY) o , 11V rrot, Tah4 �S 13 - fid a5 )I � Aq m LAP, �U G1QIn ti� Ny I13�S Glenn Goldsmith,President Vso Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President � CIO P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 ®�y00um `I,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: '711-7 INSPECTED BY: ✓ Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, haybale line/silt boom/silt curtain 1St day of construction % constructed Project complete, compliance inspection COMMENTS: $ill} uA 111 Pdcy^'A 97901 and Q—Nat's s kaM fed 3 CERTIFICATE OF COMPLIANCE: Glenn Goldsmith, President _ss�®� S®��� Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ,`®�V ®�® P.O. Box 1179 Eric Sepenoski IF Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 ®01 �C®U619T1,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 26, 2023 Michael Kimack P.O. Box 1047 Southold, NY 11971 RE: CAROLINE TOSCANO 610 JACKSONS LANDING, MATTITUCK SCTM# 1000-113-4-8 Dear Mr. Kimack: The following action was taken.by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, June 14, 2023: WHEREAS, Michael Kimack on behalf of CAROLINE TOSCANO applied to the Southold Town Trustees for an Amendment to Wetland Permit #9799 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated March 20, 2023, and, I WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Inconsistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, the Board of Trustees has furthered policy of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: revised plans showing two to one tree replacement and use of native vegetation, and 2 WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on June 14, 2023, at which time all interested persons were given an opportunity to be heard, and, NOW THEREFORE BE IT, RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Wetland Permit#9799 for the as-built clearing and to revegetate ±4,790sq.ft. of the property and a portion of the non-turf buffer area; remove two trees on east side of property; trim branches on one side of a red cedar tree for walkway access; as-built raised 25.6sq.ft. wood platform for two A/C units; as-built 15.2sq.ft. concrete landing with 16.7sq.ft. steps to ground; as-built 263sq.ft. seaward side deck with 38sq.ft. steps to ground; proposed 255sq.ft. fire pit area; 60sq.ft. of proposed stepping stones; proposed 25 linear feet stone retaining wall under deck; install a 575sq.ft. sand beach area; install 600sq.ft. of pea-gravel under deck to driveway and up to sand beach area; install a 2,125sq.ft. pea-gravel driveway; install 75 linear feet of 4' high fencing with two (2) gates on west side of dwelling; and to install 70sq.ft. pea-gravel path from beach area to walkway stairs; with the condition of a two to one native tree replacement and the planting of native vegetation only in rear yard; and as depicted on the revised site plan prepared by Patricia Hopkins, Landscape Designer, received on June 26, 2023 and stamped approved on June 26, 2023. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: None This is not a determination from any other agency. Sincerely, Glenn Goldsmith, President Board of Trustees /dd i f I II >~ I b1 b DAGnA WQlW--- MA1TITtKY. WW. I 5CALWt y /8 V-01 Q TIDAL WETLAND LINE LAtJC1SiC P 1'�EStE IIZ 1fi�t�tUR �104�►pS s� ' S AWW ��yp LINE TRIM LOWER BRMC61ES TO �•, �""" .0'004.we ALLOW PASSAGE UQw N(---t �Y $ -=w0 � I `A=-Hook) GENERAL NOTES: y .•� TILS DUWM If AM INSTRUOIEMT OF SERVICE MEMBERED TO I TME CLIENT FGR TME MFM OF CST E�R ANN 10 FOOT TRUSTEE NOW TURF BUFFER ZONE GEMERAL "ART LA10UT. IT 11 NOT FOR CONSTMUCTION. E r AL1. WOIlK TO COMM TO SUTE AN LOCAL CODES. VED Y COMTMACTOM mewo m FOM womn"ImmP AM WPAWRW APPRO J BOARD OF "! RUSTEES '�'�-=� ,•j- �.�'�u��uS r��,ba 6-�' i TOWN OF HOLD SE t�sMI LINE t 4 - 3 -'644,4-M -?L4M s GA.L NON Ot'� `) COASTAL 'P/Ntf G.G. .SS pEC�tltUg ' W f / 9 Sw�'ICJt &•rL115 DATE ^� l qp15UFFEa. ZOUE ,:: � l .5 .sw6 e��E Grew ` „ _, CM tf� 5 ILFx UceTtGILLAjA 5 Eft vw- { � Lt�) 9 sfs.,vG Goa-DEM+xev I'S AR_'V�rJ CreO's 5 q Pv V-Kf- Lour- ;C-lelwN2EA T6 Y Southold Town Board of Trustees A�`etz I.A�vts R SAP 0 '32 Li-mc gvlowY 139A ' SEP4-M RQt A A YAruJ►MA l PURPLE tAUE SSS 7 t-U,ScAw*3t35 Ci _ ... -IS BWE F&SCx18 t 3 L Avf�.xf' , • _ :,•y, t PIME ywCft IIA600LI A 5-6' wa STNS vt IF0 -n • f'0QLmv_ WALT. '- Se-ars" vtF �' `� �j IJEP�TA erli Ks•" Jr. AWL BJ u FESC(� & SFA C At FDI-gMrq ` o aff . , • • °+ C PEL . • ��. hScic t3E FAv • q LMLE BUX Sxro e*A'SS 5 VDZ.ANNIF kU -- 5 $Ay$E¢tN 5 CAL 5 tAV • ° 1 ° tt t.A�jwvY4 Et'tERAC.(� PQBpQc}(TAtr Co-1' • 3 '&)TTVMf 13UsH 5 8 1'5 5K1P to #.5L S•-b e • _ , zVA�3t W StK CA1oE¢ NECK TRUSTEE JURISDICTION LINE COBBLESTONE SURROUND - -- 100 FT. FROM TIDAL WETLAND LINE • ° COBBLESTONE Y1 REMOVE TWO(2)TREES ' " DEMARCATION Ext�z �CREtaa 4MtOu�ci STEPS �, iZAtuIJ4-f � v , TRUSTEE JURISDICTION LINE • 5 L*%!R a burKV;LY bLt>k 5 • ` BWtDEE WeKC { " Ff6 100 FT.FROM TIDAL WETLAND LINE 3 hltKip PWL"s 5(M, . c S+l� 'SYAKU -JI MA Cl ' 2 tmhtiT Soxwoo 3-4 C-xiST gWFSTOWE tJWD 'y HAKOA)BGMCpA C'ItTA'•S TSA..C�h�Ei. AREA.W trN. Std t, EOhINC1 ` � �. � � • . I fZet3GtuLAQ gc vg ST01 P•►Tt{ Ty'*1 .V a 1 04K LEAF +wcc.Y 6-1` 6 k' DELOI.Anue ta)C- 4 CtNW5 T49 . • CA¢L t-OMCE C-1VASs 1tl? 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Box 1179 Liz Gillooly '1.fj ao�� Southold, NY 11971 Elizabeth Peeples "x` Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: CAROLINE TOSCANO c/o MICHAEL KIMACK Please be advised that your application dated March 20, 2023 has been reviewed by4his Board at the regular meeting of June 14, 2023 and your application has been approved pending the completion of the following items checked off below. xx Revised Plans for proposed project— SILT FENCE Inspection Fee ($50.00) 1St Day of Construction ($50.00) %Constructed ($50.00) Final Inspection Fee ($50.00) - Dock Fees ($3.00 per sq. ft.) The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ -0- BY: Glenn Goldsmith, President Board of Trustees .i , OSU O Glenn Goldsmith,President ���. OGy Town Hall Annex A.Nicholas Krupski,Vice President <q 54375 Route 25 Eric Sepenoski co ,? P.O.Box 1179 Liz Gillooly �y • 0�� Southold,NY 11971 Elizabeth Peeples � Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report ,,((� Date/Time: Completed in field by: G . �o PoIS r�►17") Michael Kimack on behalf of CAROLINE TOSCANO requests an Amendment to Wetland Permit#9799 for the as-built clearing and to revegetate ±4,790sq.ft. of the property and a portion of the non-turf buffer area; remove two trees on east side of property; trim branches on one side of a red cedar tree for walkway access; as-built raised 25.6sq.ft. wood platform for two A/C units; as-built 15.2sq.ft. concrete landing with 16.7sq.ft. steps to ground; as-built 263sq.ft. seaward side deck with 38sq.ft. steps to ground; proposed 255sq.ft. fire pit area; 60sq.ft. of proposed stepping stones; proposed 25 linear feet stone retaining wall under deck; install a 575sq.ft. sand beach area; install 600sq.ft. of pea-gravel under deck to driveway and up to sand beach area; install a 2,125sq.ft. pea-gravel driveway; install 75 linear feet of 4' high fencing with two (2) gates on west side of dwelling; and to install 70sq.ft. pea-gravel path from beach area to walkway stairs. Located: 610 Jacksons Landing, Mattituck. SCTM# 1000-113- 4-8 Type/of area to be impacted: \/Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: ✓Chapt.275 Chapt. 111 other Type of Application: ✓ Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: 2 +o 1 roA,Jc 1q-a&_ Present Were: /—G. oldsmith I N. Krupski E. Sepenoski L. Gillooly E. Peeples it anoLanding,Mattituck Ta r M.. .•J i f 4 6/ 7 /202 17 : 11 Caroline Toscano 610 Jacksons Landing,Mattituck , SCTMN: 1000-113-4-8 6-7-23 v _ 7 } �D � I ` OFFICE LOCATION: � SU(/r�Ol MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 �pQ Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM p. M9WROWNUUMOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: June 12, 2023 Re: LWRP Coastal Consistency Review for CAROLINE TOSCANO SCTM# 1000-113-4-8 Michael Kimack on behalf of CAROLINE TOSCANO requests an Amendment to Wetland Permit#9799 for the as-built clearing and to revegetate±4,790sq.ft. of the property and a portion of the non-turf buffer area; remove two trees on east side of property; trim branches on one side of a red cedar tree for walkway access; as-built raised 25.6sq.ft. wood platform for two A/C units; as-built 15.2sq.ft. concrete landing with 16.7sq.ft. steps to ground; as-built 263sq.ft. seaward side deck with 38sq.ft. steps to ground; proposed 255sq.ft. fire pit area; 60sq.ft. of proposed stepping stones; proposed 25 linear feet stone retaining wall under deck; install a 575sq.ft. sand beach area; install 600sq.ft. of pea-gravel under deck to driveway and up to sand beach area; install a 2,125sq.ft. pea-gravel driveway; install 75 linear feet of 4' high fencing with two (2) gates on west side of dwelling; and to install 70sq.ft. pea-gravel path from beach area to walkway stairs. Located: 610 Jacksons Landing, Mattituck. SCTM# 1000-113-4-8 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the as-builts are INCONSISTENT with LWRP Policy 6.3 and, therefore, INCONSISTENT with the LWRP. The as-built clearing is Inconsistent with policy 6.3 the LWRP. Revegetation should be limited to native, deer resistant and drought-tolerant vegetation. Trees should be included in the revegetation plan. The area should not be landscaped 6.3 Protect and restore tidal and freshwater wetlands. 1. Reduce the area of irrigation and fertilization-dependent landscaping. 2. Preserve existing trees on site—the clearing of trees within 100' of a tidal wetland is not consistent with LWRP policies. 3. Note the buffer restrictions as outlined in a past LWRP CCR. 2. Require that the NYSDEC 40'Non-Disturbance buffer and 25'foot wide buffer seaward from the structure noted on the survey be memorialized in a Covenant and Restriction filed with the Office of the Suffolk County Clerk. NYSDEC Permit ID 1-4738-03928. 3. Note that a 50'wide buffer was required by the Board of Trustees in Wetland Permit 7475 issued in 2011. In 2011 the Board may have reduced the non-disturbance buffer to 25' under permit 7475. Was the NYSDEC non-disturbance buffer width reduced? See below item 8. Glenn Goldsmith,President �o\psUFFO(�COGy Town Hall Annex A.Nicholas Krupski,Vice President -fie 54375 Route 25 0 Eric Sepenoski ,? P.O.Box 1179 Liz Gillooly �A • O��j Southold,NY 11971 Elizabeth Peeples � Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: Michael Kimack on behalf of CAROLINE TOSCANO requests an Amendment to Wetland Permit#9799 for the as-built clearing and to revegetate ±4,790sq.ft. of the property and a portion of the non-turf buffer area; remove two trees on east side of property; trim branches on one side of a red cedar tree for walkway access; as-built raised 25.6sq.ft. wood platform for two A/C units; as-built 15.2sq.ft. concrete landing with 16.7sq.ft. steps to ground; as-built 263sq.ft. seaward side deck with 38sq.ft. steps to ground; proposed 255sq.ft. fire pit area; 60sq.ft. of proposed stepping stones; proposed 25 linear feet stone retaining wall under deck; install a 575sq.ft. sand beach area; install 600sq.ft. of pea-gravel under deck to driveway and up to sand beach area; install a 2,125sq.ft. pea-gravel driveway; install 75 linear feet of 4' high fencing with two (2) gates on west side of dwelling; and to install 70sq.ft. pea-gravel path from beach area to walkway stairs. Located: 610 Jacksons Landing, Mattituck. SCTM# 1000-113- 4-8 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples I SURVEY OF zo c uv� MAP f OP LOT DWEWN JACKSON'S LANDING . FILE No. 5280 FILED MARCH 28. 1969 "ELL SITUATE - .0 ps) JA MATTITUCK +,.CKS�N SNDj TOWN OF SOUTHOLD +eoe• F I� I,�,, �a,� a�, i NCr SUFFOLK COUNTY, NEW YORK aumS.C. TAX No. 1000-113-04-08 R=750.00 NxsRe .,""cn°"BOX APRILE4. 201*=401• _ - - -100.00' MARCH 15. 2002 UPDATE SURVEY AUGUST 20, DECEMBER 1, 0 0 ADD2ADJA ENT HOUSE LOCATIONS yi 1 _ EIIEDON: *--WEIL MARCH 30, 2022 FOUNDATION LOCATION /;� AREA = 24.221 sq. ff. OF o to- (ro TIE VNE3 0.556 ac. c o 11.3' , -10 o{ aOj i -Lot0 121^10.0' 27•q 1 � Q��" Ile �q � .�` .7• AO W e 1.ELEVATIONS ARE TO"V.O.ifs DATUM �% �-0ENSTINO ELEVATIONS ARE SHOWN 7FR -tU �'AhD 1t1r ' �� 1• - 2.FLOW �RANFORMA�M�A Ngo.3ts1�O300181N �,E ZONE AE1 RASE FLOOD M"ATNONS DEIE UM 20.9• ZONE 1r: AREAS OF 0.2X ANNUAL CHANCE ROM AREAS OF 1%A1NWK CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT — -s OR WITH DRANAAGE AREAS.ESS THAN 1 SQUARE AMt; % AND AREAS FROIEM BY LEVEES FROM 1x ANNUAL CHANCE FLOOIX ZONE X ARFAS DEIEIGMED TO INE OUTSIDE THE 0.3%ANNUAL CHANCE FUOODRADL s 40' FRONT YAW IW-SIDE YARD i 20 -SIDE YARD SAE ��- x REVATFD DECK 4.UIWM AREA a 19.3 0 q.ft ZOM AE(0. 8) ------ .-� = ��--AER-(EL a) rr Zor i — Ara N1 �t � rr PREPARED IN ACCORDANCE WITH THE MINIMUM N ;�09�f E»cE OF-W,wEnmm As Sr zD2o I STANDARDS FOR TITLE SURVEYS AS ESTABLISHED • NA1►NAFI C0RM31 LAND SURVEIOR t BY THE UALS. AND APPROVED AND ADOPTED 4 A� 3Z" = M . --� � . ,- FOR SUCH USE BY THE NEW YORK STATE LAND WA! r r� EE- '13 TITLE ASSOCIATION. A�tte�� `'.� —3 --82— ----------lk —o y F' MAR. 2023 • _- ———— __ APPARENT H1G#1 MIA�ETt WORK ::` � 0 820,373' 70 S 87'38'02" W 48' ' 63.48' N.Y.S. Lic. No. 50467 ` ALTL7DR ADDITION Nathan Taft Corwin III TO THIS SURVEY IS A vlolaTTON OF SECTION 7209209A V104 OF THE NEW YORK STATE i EDUCATION LAW. Land Surveyor ' COPES OF hR3 SURVEY MAP NOT I THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CEnFICAMONS INDICATED HEREON SHALL RUN Successor To: Stanley J. lsaksen. Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. ingegno L.S. IS PREPARED. AND ON HIS BE1•tALF To THE I TITLE COMPANY, GOVERNMENTAL AIS=AND Title Surveys — Subdivisions — Site Plaits — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING mn- PHONE (631)727-2090 Fax (631)727-1727 WAN. CmmcAnoNS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED A7 WILING ADDRESS AND/OR EASEMENTS OF RECORD. If 1586 Main Road P.O. Box 16 ANY. NOT SHOWN ARE NOT GUARANTEED. Jamesport, New Yolk 11947 Jomesport. New York 11947 ©. I I ronlo ki 0 DAMA WOW% . ' o �•,,.Mr TIDAL WETLAND LINE gym, R n%(AA %owus EWWWT D 411iE I TRIM COINER BRANCHES TO F/`r �Q. Z022 - .-�'� � TiDa'�j1• � AI.LOW PASSAGE (.t%-t Nc-% Lzr -=L400 /S= NAM gat=Moak ogmm L MOTES: ' ,.. TNIS ONAWNG IS AN ISSTROMENT OF SERVICE RNMED TO 10 FOOT TRUSTEE NON TURF BUFFER ZONE THE CUENT FGR TME rN1 na of COST ESTOWES ANS EWIERAL PLANT LATDUT. IT IS MOT FOR COMSTRNMTMII. 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'1 R.D7J+NrsC C-tE?Jt►.)tvM . i 3 TW-+JVCE CLWD PtuE 5-6 l; IbLoc fESCVG 6¢A,55 TD f (t usuEtooe?¢ 3 0004rt+~ 9�� SRtQka I ;K4" 8v00LC-%A 5 CAL P4WAtN TItC WlDtot4 oA 5 tants. 1-r "a fi" WA jailer!. S aas. ? t tOQNtA�h U{iNT I'ttbCAwhkA c'Q 'bDUtt)E¢S 'I•Y@ICnt. .. John G. Stein,Chairperson ti Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 Gy • �`F Southold,NY 11971 �lJ ° Telephone(631)765-1889 Ol �� Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., May 10, 2023, the following recommendation was made: Moved by John Chandler, seconded by John Stein, it was RESOLVED to SUPPORT the application of CAROLINE TUSCANO to Amend Wetland Permit#9799 for the proposed landscape plan and the removal of two (2) trees. Landscape area 4,790 sf., and trim branches on one side of the Red Cedar for walkway. Located: 610 Jackson's Landing, Mattituck. SCTM#113-4-8 Inspected by: Caroline Burghardt, John Chandler 'Vote of Council: Ayes: All Motion Carried Cantrell, Elizabeth From: mkimack2@verizon.net Sent: Wednesday, May 10, 2023 6:38 AM To: Cantrell, Elizabeth Subject: Toscano Administrative permit Attachments: Toscano landscape description.docx Hi Liz: As requested Best ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 r Toscano Project Description for Landscape Plan 1. Raised wood platform for two (2) AC units ( 25.6 SF ) 2. Concrete Landing ( 15.2 SF ) w/ concrete stairs ( 16.7 SF ) 3. Deck ( 263 SF ) 4. Staircase to deck ( 38 SF ) S. Fire pit area ( 255 SF ) 6. Stepping stones ( 60 SF ) 7. Stone retaining wall under deck 7 along stepping stones ( 25 LF ) 8. Sand beach area ( 575 SF ) 9. Pea gravel under deck to driveway and sand beach area ( 600 SF ) 10.Pea gravel driveway ( 2125 SF ) 115 SF in Trustee jurisdiction 11. Four ft. fence with two (2) gates ( 75 LF ). 37 LF w/ one gate in jurisdiction 12. Pea gravel path from sand beach area to walkway stairs ( 70 SF ). 9 � C �n_203 MAY 1 Southold own Board of Trustees Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Monday, May 1, 2023 9:18 AM To: mkimack2@verizon.net Subject: Toscano; SCTM# 1000-113-4-8 Mike, Regarding the Toscano application for an Amendment at this time the application is postponed from May's agenda for the following reasons and the plans need to be updated to depict dimensions of the as-builts/proposed. Permit was for two rear decks. One rear deck with stairs to ground exists but not built in the dimension applied for. This needs to be amended. Permeable stone area under deck that leads to driveway needs to be applied for. Sand beach area needs to be applied for. Fire pit area and stepping stones needs to be applied for. Pea gravel driveway was modified from permit, needs to be amended. Service area? Needs to be applied for. Existing concrete landing and stairs need to be applied for. Fencing needs to be applied for. What is the rectangular area around deck stairs? This rectangular area was not part of the approved plans. If a structure it needs to be added to the amendment, otherwise removed from the plans. The Covenants& Restriction document received March 20,2023 is incomplete,therefore not acceptable. Please submit one complete copy of the finalized Covenants& Restrictions for the buffer areas. If this information is not received by this Wednesday,the application is postponed to the June 14, 2023 public hearing date. Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.gov 1 , Glenn Goldsmith,PresidentJ.,, "dw> Town Hall Annex 54375 Route 25 A.Nicholas Kru ski,Vice President p P.O. Box 1179 Eric$epenoski . ," Southold,New York 11971 ��;�' -� :mss Liz Gillooly it Telephone(631) 765-1892 Elizabeth Peeples "{c�. t° Fax(631).765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application Wetland Permit Application MAR 2 0 2023 Administrative Permit X Amendment/Transfer/Extension X Received Application: Southold Town PP �'�'� Board of Trustees Received Fee: $ tod z 44 —;�4—Completed Application: ?..Zn3 Incomplete: _ SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): 17LWRP Consistency Assessment Form Sent: CAC Referral Sent: Date of Inspection: S•�2 — Receipt of CAC Report: _ Technical Review: _ _ Public Hearing Held: Resolution: Owner(s) Legal Name of Property (as shown on Deed): C VRQ 4//V4 TQS'C.4�tl Mailing Address: 01P Gg W OOD dw Phone Number: k f 7 ",9 — C,C1� Suffolk County Tax Map Number: 1000 - Property 000 -Property Location: l � /4����0/U �S L tIV PIN(7. f"11.q 7-�t�UCI� (If necessary, provide LILCO Pole-#, distance to cross streets, and location) AGENT(If applicable): ' R/ c/f/heL A CA-,- Mailing Address: _ _ B G)l' 104Z Phone Number: �16 6,5'8.— 6 8 07 Email:�L— fie k 0 Al, /10 1. Board of Trustees Appli c. ion GENERAL DATA Land Area(in square feet): _ Area Zoning: �O Previous use of property: V. C,4-N7- Intended -N1"rIntended use of property: MzE U/ RAF1,9ZA17-1,41 —Ale AA`l..&L�_ Covenants and Restrictions on property? Yes =No If"Yes please provide a copy. C of 101 f. 14 77;4 chh07 Will this project require a Building Permit as per Town Code? Yes No If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. . Does this project require a variance from the Zoning Board of Appeals? . Yes _No If"Yes", please provide copy of decision: his project re any demolition as per Town Code or as determined by the Building Dept.? Yes No Does the structure(s) on property have a valid Certificate of Occupancy?_❑__Yes Z,_No N��yDv Prior permits/approvals for site improvements: Agency Date l"l2Ul`T &.;WrT alar 747 l 9 0 ll ❑ No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? No_nYes If yes, provide explanation:. Project Description(use attachments if necessary): ego e 7.�21� 7PII C;%We 12.E 0 2 TIV 0V c ,C AA45,4 7 F-0: o�e wA« AIV Board of Trustees Applic ion WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: � � �� Pz ANS'�/�/'�B Area of wetlands on lot: ��_square feet Percent coverage of lot: Closest distance between nearest existing structure and upland edge of wetlands: feet Closest distance between nearest proposed structure and upland edge of wetlands: �j� feet Does the project involve excavation or filling? No Yes If yes, how much material will be excavated?A/1.4 cubic yards How much material will be filled? ZA cubic yards Depth of which material will be removed or deposited: feet or Proposed slope throughout the area of operations: Manner in which material will be removed or deposited: ZA Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): J 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: 0 Project Location(describe,and attach a location map): 4 W Brief Description of Proposed Action: iI/D.F'C-A I� PLAN GOA /Js ,� .rower Name of Applicant or Sponsor: Telephon 9W_ 6 iM 7 Address: 09 LQ 47City/PO: State: Zip Code: A/ I _ 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ® [—] may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: 09 3.a.Total acreage of the site of the proposed action? acres b.Total acreage to be physically disturbed? Q acres c..Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project.sponsor? acres 4. CheI land us at occur on,adjoining an ar the prop9sc4 action. Urban Rural(non=agriculture) Industrial Commercial ®Residential (suburban) Forest ❑Agriculture Aquatic ❑Other(specify):._____, _ OParkland Page 1 of 4 5. Is the proposed action, NO YES a. A permitted use under the zoning regulations? . -0 X, b.Consistent with the adopted comprehensive plan? IV 6. is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: -- Y 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies• ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: AJIA ® ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: �f 11� ❑ IA I 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b. Is the proposed action located in an archeological sensitive area? 1I a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands.or other waterbodies regulated by a federal,state or local agency? b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres:,.._.. 14 Idontify the typic bitat types that oc n,or are likely to be found ont rolect site. Check all that apply: Shoreline Forest Agricultural/grasslands.. .Early mid-successional Wetland Urban Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats, listed NO.— YES by the State or Federal government as threatened or endangered? 16.is the project site located in the 100 year.flood plain? NO' YES 17.Will the proposed action.create storm water discharge,either from point or non-point sources? NO If Yes, a. Will storm water discharges flow to adjacent properties? ❑NO DYES b. Will storm water discharges be directed to established conveyance systems ff an m drains)? If Yes, briefly;describe: IVO �i'ES Page 2 of 4 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids (e.g.retention pond, waste lagoon, dam)? If Yes,explain purpose and size: _ _. 19. Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO `YES completed)for hazardous waste? If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE REST OF MY KNOWLEDGE Applicant/sponsor name:, ._ ,`C _ / .w lj �'� Date:4 Signature: ���!/ . ... Part 2-Impact Assessment. The Dead Agency is responsible for the completion of Part 2. Answer all ofthe.following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict within adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? ❑ 3. Will the proposed action impair the character or quality of the existing community? F 4. Will the proposed action have an impact on the environmental characteristics that caused the a ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or ❑ affect existing infrastructure for mass transit, biking or walkway? y6. Will the proposed action cause an increase in the use of energy and it fails to incorporate � 0 ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: ❑ E a.public/private water supplies? b.public/private wastewater treatment utilities? - 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? El 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater, air quality,flora and fauna)? Page 3 of 4 No,or Moderate ,; small to large impact impact may may . occur occur 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? ❑�. FT 11. Will the proposed action create a hazard to environmental resources or human health? tJ ❑ Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result ill a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor'to avoid or reduce impacts..Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration; irreversibility,geographic scope and magnitude. Also consider the potential for short-tern, long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible'Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Prep4rer(if different from Responsible Officer) PRINT Page 4 Of Board of Trustees Application AFFIDAVIT BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SIIE Li THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER ICtiOWLEDGE AND BELIEF, AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT['AGREES TO HOLD THE 'TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALI, DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO TINTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO DIY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERNI OF THE PERMIT., Signature of Property Owner v Signature of Property Owner C,-,e)W0e1 1, ZO.SC!NO - SWORN- TO BEFORE, ME THIS_� DAY OF (j 2 ZU �Z Notary Public MICHAEL A.KIMACK Notary Public,State of New York No.02KI5056823 Qualified in Nassau County Commission Expires March 11,2026 Board of Trusties Application AUTHORIZATION (Where the applicant is not the owner) Owe, C,4A0&i4,e TV-5'G4 A10 owners of the property identified as SCTM# I000-1'&- 0 `�- Off in the town of' New York, hereby authorizes _ to act as my agent and handle all necessary work involved with the application process for permit(s)from the Southold Town Board of Trustees for this property. Property Owner's Signature Property Owner's Signature �— C��P4�/ti,� SWORN TO BEFORE M.E THIS DAY 20 Z Z-...._.. Notary Public MICHAEL A. KIMACK Notary Public,State of New York No. 02KI5056823 Qualified in Nassau County Commission Expires March 11,2026 APPLICANT/AG ENl'i REPRESENTATIVE TRANSACTIONAL IDISCLOSURE FORM The Town of SoLitho Id's CQie o('Ethics Prohibits conflicts of interest on the pan of town officers and ent Imrecs.Thr•pumose of this form is to pmvide information which can alert the wn of possible conflicts of interest and allow it to take whatever action is necesmry to avoid same. YOUR NAME: M Cr 4zVQ C.4RM�1t/ (Last:name,first name,ipiddle initial,unless,you are applying in the name of someone else or other entity,such as a comp,uty.Ifso,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance _ Building Variance Trustee Change of Zone ___ _ Coastal Erosion Approval ofplat _ Mooring Exemption from plat or official map Planning Other —` (If"Other•,name the activity.) Do you personatly(or through your company,spouse.sibling,pare-t:,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marrialte,of business interest."Business interest"means a business, including a partnership,in which the town officer or empiovee has rve:n a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 51-of the shares. YES —.._.. --- NO - y — If you answered"YES",complete the balance of this form and date and sign where indicated. ;Name of person employed by the Town of Southold Title or position of that person__•.. __ _,_—_—� — Describe the relationship between yourself(the applicant/agent/repre:;entative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than-)%of the shares of the corporate stock of the applirnt (when the applicant is a corporation); _.__B)the legal or beneficial owner of any interest in a non-corpu:ate entity(when the applicant is not a corporation); an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this da of _ /j G ?p Signature _ --�-- Print Name_� ��ltl� T AA Form TS I APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM TIM Town ovthn d' d li csprohibits_contliats• .'»tercet ci .ft the art. wn officers a d e lo.e a Tt u . se of fO n is to rovtde infor•' atio :Which can.alert o f possible conflicts ofintemn.and allow.it to e-W-hatonr gotiorl is eeg—gsk.—to avotd,sama. YOUR NAME: A IM ci4c A Ciyi��L A (Last name,first name,indole initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personallyfor through your company,spouse,sibling,parent,or dhifd)have a relationship with any Officer or employee of the Town of.Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town offilcer or employee owns more than 5%of the shares. YES NO 2� If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title br position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,a child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of Ute applicant (when the applicant is a corporatioa); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this�, ay of 20 ZZ, Signature Print Name L / Form TS 1 Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAMF & SCTM#: NAME: ftck cCe—n 7� fye/—Anu STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of . 20 Notary Public Glenn Goldsmith,President � Q'c Town Hall Annex A.Nicholas Krupski,Vice Presidents Gym 54375 Route 25 Eric Sepenoskiy = P.O.Box 1179 Liz Gillooly p Southold,NY 11971 Elizabeth Peeples *a0� Telephone(631)765-1892 s d Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of CAROLINE TOSCANO COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED IN PLACE FOR AT LEAST SEVEN DAYS PRIOR TO THE PUBLIC HEARING DATE- COMPLETE THIS FORM ON EIGHTH DAY OR LATER I, IfIQCIAL"�Z d. residing at/dba 17 0 t90k LD�f7 ZI/7WO4,01 Al- 9V being duly sworn, depose and say: That on the3�/Vday of ,-UNZ , 2029, I personally posted the property known as /0 iM CIfS'AV (ANO CSV G, H4 TT!77JCe by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,June 14, 2023. Dated: Uti� (signature) worn to before me this 3 day oVVN,,620,f 3 DIANE DISALVO A�v kkw NOTARY PUBLIC-STATE OF NEW YORK No. GID1475593 Notary Public ualified In Suffolk County My Commission Expires April 30, 20__ Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: C'PROZIA14 70_rP4N d: TC7f/OD'O -1A?-4-S NAME: ADDRESS: 7 A//CyWze�L e 1<"A rMeRIA? F' 0' B 0;`4 "D P.6.R/ VOL4Rl5 AZZAA/ 57' 4 Y'uP4 p oB,p��V AM rrl7 > Q 1/Wee Cr w L.#N�1�3Q ,rOR6 o6 7r Al-y A 05 VAS M 7-rl7 K STATE OF NEW YORK COUNTY OF SUFFOLK R/CA-14,65L -4, le/1161 Cle , residing at ra awozo Al'y. being duly sworn, deposes and says that on the day of 202-3 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Zoe g Sworn to before me this h Signature Day of �(1/I�,E , 20 DIANE DISAL VO NOTARY PUBLIC-STATE OF NEW YORK OID1475593 Notary Public Qualified In Suffolk County My commission Expires April 30, 20_ TM ostal Service TM Postal Service • @ RECEIPT CERTIFIED MAILP RECEIPT CERTIFIED MAIL Domestic Mait•n!y rr11 D Oomestic mail Only Er r3 if Certified Mail Fee _Mn a a MI It -2 Certified Mail Fe $4.15 cO a 14,11 0 RM $ 0971 r-1 $ t7-R9 ✓ ,, jqy 07 '011W Er Extra Services&Fees(check box,add fee qj(fPr(f( Er Extra Service ad tee Vgppj(fare?'3, Return Receipt(hardoopy) $ • ❑ L Return Receipt(hardcopy) $ ❑Return Receipt(electronic) $ U Pfr,.arkl.'-' El Return Receipt(electronic) SMU 44 11 _ ej []Certified Mail Restricted Delivery $ $0-(10 TN 0)5; $ Postmark C3 I ier r-3 El Certified Mall Restricted Delivery $ Here C3 E]Adult Signature Required $ 00 110 L- r-3 ❑Adult Signature Required $ C3 E]Adult Signature Restricted Delivery$ C3 ❑Adult Signature Restricted Delivery r -rAT r3 Postage 3 Postage $0.87 $0.87 Ln - Im 06/05/2023 M 1 7 C3 $ C3 Allan AIL-finda Dob,ii'n MichaeU Katherine Perivolaris rq ru 700 Jacksons Landing --------------------- o -- P.O. Bok 800 rQ Mattiituclk, N.Y. 11952 Mattituck, N.Y. 11952 2 --------------------------- TM U.S.,Postal Service 1 U.S. Postal ServiCeT. CERECEIPTRTIFIED MAIL RECEIPT CERTIFIED MAIL Er Domestic Mail Only DdmestiC Mail Only ru tUG • 7-3�q Y 11,95 C0 -Certified Mail Fee $4.15 0971 ca Certified Mail Fee $4.15 0971 rq $ 07 r-1 $ 07 Er Extra Services&Fees(check box,add reeVLTpL%a1e) Ir Ext edd fee IMPT ate) y [I Return Receipt(hardcopy) $ Return Receipt(hardeoPY) $ • --. /n X F-q ❑Return Receipt(electronic) $ r-1 ❑Return Receipt(electronic) $ os • os -3 ❑Certified Mail Restricted Delivery $ Her �--Postmt,,r�k P trio rk Restricted Delivery $ $0-00( E:3 []C.,tifid Mail Rest C3 []Adult Signature Required $ C3 []Adult Signature Required C-3 A'AN? ) .131� 1073 ❑Adult Signature Restricted Delivery$ 1--1 , 5 i-�' C3 []Adult Signature Restricted Delivery$ (4 i — C3 Postage $0.87 Postage -09/202 Ln $ 123 M - W , - , Ln $ VP, M $0v87 0 TO 0 M T $1 Jorge%rNicolle Njeve$'Pfl.,L,*��-"-�` John d6jis ST�rESe°y='` r-4 Si ----------------------- f'U 675 Jacksons Landing �-- ru 60 Harrow Lane ----------------------- Mattituck, N.Y. 11952 -------------------------- C3 I-------------------- Manhasset, N.Y. 11030 i I 1 SENYCOMPLETE SECTIONCOMPLETE THIS SECTIONON DELIVERY j ■ Complete items 1,2,and 3. A Signature ■ Print your name and address on the reverse X E3 Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Delivery or on the front_i_fspace permits. _ _ D. Is delivery address different from item 1? ❑Yes J hn Budls _ - I If YES,enter delivery address below: ❑No 60 Harrow Lane i F Manhasset, N.Y. 11030 111111111 IIII III I II I II II III 1111111111111111 II 111111111111 I III 3. Service Type 11 Priority Mail Express® ❑Adult Signature 13 Registered MailTM Adult Signature Restricted Delivery ❑Registered Mail Restricted Certified Mail® Deliveryj 0590 9402 8201 3030 8290 86 Certified Mail Restricted Delivery ❑Signature Confirmation T"' ❑Collect on Delivery 11 Signature Confirmation 2. Article Number!Transfer from service laT ❑Collect on Delivery Restricted Delivery Restricted Delivery 7 O 2,1 .0 3 5.0 0001 918 7 6426 Iaiil Restricted Delivery PS Form 381'1,July;2020 PSN`7580-02-000-9053 — _Domestic Return Receipt I I I I � COMPLETE SECTIONCOMPLETE THIS SECTIONON DELIVERY ■ Complete-items 1,2,and 3. A. i9nature ■ Print your name and address on the reverse ❑Agent I so that we can return the card to you. ressee B. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, - or on the front if space permits. D. Is delivery address different from item 1? ❑Yes i Allan & Lynda Dobrin If YES,enter delivery address below: ❑No i. j 700JacksonsLanding Mattituck, N.Y. 11952 i( i - I 3. Service Type ❑Priority Mail Express® II I IIIIII IIII III 11111111111111111111111 IIII III O Adult Signature ❑Registered Mail ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted Certified Mail® Delivery I 9590 9402 8201 3030 8291 09 Certified Mail Restricted Delivery ❑signature Confirmationlu ❑Collect on Delivery ❑Signature Confirmation 2 Article_------ (Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery 0 Insured Mail y9 IaiI Restricted Delivery 7021. 0350, 000.1,:9187 : 6402 �> PS Form'3811 July 2020 PSN 7530-02-000-9053 Domestic Return Receipt �. NOTIC 'L. OF HEA '111NG NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: CAROLINE TOSCANO SUBJECT OF PUBLIC HEARING: For an Amendment to Wetland Permit #9799 for the as-built clearing and to revegetate ±4,790sq.ft. of the property and a portion of the non-turf buffer area; remove two trees on east side of property; trim branches on one side of a red cedar tree for walkway access; as-built raised 25.6sq.ft. wood platform for two A/C units; as-built 15.2sq.ft. concrete landing with 16.7sq.ft. steps to ground; as-built 263sq.ft. seaward side deck with 38sq.ft. steps to ground; proposed 255sq.ft. fire pit area; 60sq.ft. of proposed stepping stones; proposed 25 linear feet stone retaining wall under deck; install a 575sq.ft. sand beach area; install 600sq.ft. of pea-gravel under deck to driveway and up to sand beach area; install a 2,125sq.ft. pea-gravel driveway; install 75 linear feet of 4' high fencing with two (2) gates on west side of dwelling; and to install 70sq.ft. pea-gravel path from beach area to walkway stairs. Located: 610 Jacksons Landing, Mattituck. SCTM# 1000-113-4-8 TIME & DATE OF PUBLIC HEARING: Wednesday, June 14, 2023 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. - BOARD OF TRUSTEES *TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for. permits* 'including Town of Southold agencies; shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency;Review Law. This assessment is: intended to .supplement other information used. by a,Town .of Southold agency in making;a'determination.of consistency. *Except minor exempt actions including Building Permits and:other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering thequestions in Section.C, the prep arer of this form should review the exempt minot,action list,policies and explanations of each policy contained in the Town of Southold.Local Waterfront Revitalization Program.. ';A proposed action will be evaluated .as to..its sioif cant beneficial and zdverse effects.upon the:coastal area(which includes.all:of Southold Town). . 3. If any question in'Section C on.this.form is answered "yes". or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions,contained in the consistency review law. Thus, each answer must`-be explained in detail,.listink both.supporting and non- supportingAaets. If an.action.cannot be certified as consistent with the LWRP policy standards and conditions,.it.shall not e undertaken. A copy of the LWRP is,available in the following places: online at the Town of.Southold's: website(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF.,SITE AND PROPOSED.ACTION SCTM# Lid PROJECT NAME __ 2-5'—CAA1 Q The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate`response): (a) Action undertaken directly by Town agency(e.g.capital ❑ construction,pianning activity,agency regulation, land iransaction) (b) Financial assistance(e.g:grant, oan,'subsidy) (c) Permit,approval,license,certification: Nature and extent of action: pad pszp L �t/,dsG,4!'.� S . T E C .a GU: Location of action: Site acreage: Present land use: 0 ME or, HI Z V Present zoning classification: 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: . C QL/ /, W4/1O (b) Mailing address: O&1.T"1L /1 ``o46 (c) Telephone number: _Q�� Will the action be directly.undertaken,require funding,or approval by a state or federal agency? Yes ❑ NoZ If yes,'which state or-federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support.or not support the policies. Provide all proposed Best Management Practices that will.further each policy. Incomplete answers will require that.the form be returned for,completion. DEVELOPED COAST POLICY Policy 1. Foster'a pattern of development in the Town of Southold that enhances community character, preserves open space; makes efficient use of infrastructure, makes.beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III Policies; Page 2 for evaluation criteria. ❑Yes ❑ No Not Applicable QL CY, l C Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LVVRP Section III—Policies Pages.3 through 6 for evaluation criteria ❑ Yes ❑ No XN6t Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic'resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No b;� Not Applicable D LI AIA TD cA 77 0V Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages S through 16 for evaluation criteria r-- Yes 1:1No� Not Applicable 1'0l2-5 AO-c 1/2F& 20S/ON Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III — Policies Pages 16 through 21 for evaluation criteria ❑ Yes.❑ No ®Not Applica le P21 CY - 0 4 e Z-1 CA 710•x/ Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages-22 through 32 for evaluation criteria. ❑ Yes ❑No XrNot Applicable ROZ/ V b- A17-4 A."acictzoAl Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑No 9 Not Applicable Z-1 CA Z20 Al Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No O.Not Applicable a11c Q PUBLIC COAST POLICIES Policy 3. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye❑ No V"*, I Not Applicable R041V q N/ o CA T/ON Attach additional sheets if necessary WORKING COAST POLIUr:S -- Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No Z Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No� Not Applica le p041 Cy l AI7-6 PG ! CA F70AZ Attach additional sheets if necessary. Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable A/12 ,447 S'o&S' ON 1z?1LOETSY Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No ® Not Applicable PREPARED RY___ k,1&A t= �_.__TITLE l� /Vi J DATE��3 Carmelhill Architects Edward Koenig — R.A., A.I.A., N.C.A.R.B. Licensed in New York, New Jersey, Connecticut, and Florida ^ 415 Lake Avenue South Nesconset, NY 11767-1848 Phone 631-277-3337 Email: CARMELHILL16(aD-GMAIL.COM ' Webpage: www.CARMELHILL.com Town of Southold Board of Trustees CARMELHILL ARCHITECTS Attn: Diane 54375 Main Road PO Box 1179 Southold, NY 11971 January 5th, 2021 Re: Caroline Toscano Residence 610 Jackson's Landing Mattituck, NY SCTM#1000-113-4-8 Dear Diane, As per the Trustees request at the Dec 21St hearing, please find enclosed: 1. Four low nitrogen septic system redesigns 2. Four property surveys with adjacent homes added 3. Four architects site plans with added low nitrogen septic, adjacent home footprints, 25 Southold buffer with additional 25 foot non turf area, and . notation that DEC buffers shall be memorialized by covenant restrictions with the Suffolk County Recorders office. Please add the project to the next available Trustees hearing and contact my office regarding any additional mailings, postings, etc. that need to be done.for the hearing. Sincerely, D Edward Koenig — R.A., A.I.A. JAN _5 221 Carmelhill Architects Southold Town Board of Trustees ' t - LOT QAC LOT DWEWN j CKSON)S LAN �3z•3p. o DING ?*8,p9• f MON 13' ASftr PAQMT mim 750.00 x «me JUN WX wmL ��--- —100.00' Si_ InJ „� coNc. ►�oN. 0) J . J 0.3'MWF1L sry J J 0.6,EDP.E N 2 b 0.71 —110 15.0'o abd 11.3. n 1 , 121 T?,D.D'',2,' ,ate• ,� d � ------- 3.O'E CONCR � ~ o W 8 q/ FoUNDA ON % t1EVATEO 0ECK avzw%%, 1• ,% 4 20.6 .0'E Fft I 4 --7 ZOISE_ Xr -------- z I ` E X E1EVATM DECK 11 - �- ZOM A6_(EL U) ` _— AE(EL s) LOT —4 N e EDGE 0,1i.L WEILMID Al --I'—N � 2ozo I 3 A/ tjATMAN CORwM � M Ar N AL 0 — APPARENT Mttit+�MAi�ER— N 82.37'37 W S 87.38'02" W 63.489 63.48' UNA TO ' MAA 20 2023 mU COP THE t EMB TO I CER ONL IS F TITU LEN TO ' nm quo t- 17 ♦r� ``. 1� .. 44'. �}✓meq ' .7 � �r '4»c _ ._ �+✓• �`' +• (3)Toscano Residence Taken Mar. 17,2023 r. Looking WSW ell +w �o L SIL Am Toscano Residence ,,' •"� Taken Mar. 17,2023 Looking South I � "w ', `� w' ':,.`t may,,, � q 1 "'�'d'>?'rrRyfw: .. '• - • �`,_�._ NA mow t•. (1)Toscano Residence t_ s Taken Mar. 17,2023 Looking South r w' * '. ..�• .. �.� _yti r t '_� ,fir—I.r�} � } � ��Y * �+ `�� ., l � a IkY, p .4- ,. (2)Toscano Residence Taken Mar. 17,2023 _ltqr'17"Mwc, Looking SE F Glenn Goldsmith,President �QF SU(/P�, Town•Hall Annex A.Nicholas Krupsld,Vice President ,`O� - ��� 54375 Route 25 John M. Bredemeyer III [ P.O.Box 1179 Southold,New York 11971 Michael J.Domino G Q Telephone(631) 765-1892 Greg Williams Fax(6.31) 765-6641 CUUNT`1,� --- ------- ------- -—- ---–- ---BOARW0-ATO-V%W-TR US---EES.-= TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU,ARE REQUIRED TO C'ONTA'CT THE OFFICE OF THE-BOARD OF TRUSTEES 72 HOURS PRIOR TO COIVIMEIVCEMENT OF THE ACTIVITIES CHECKED OFF BEL-'OW INSPECTION SCHEDULE Pre construction--K y--bale,Jjne/siltboom%siltcurtaip dd�-bf cbn,§,t i t[on, constructed When project,'complete, call fo"r compliance inspection; .......... ANOR� BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 9799 DATE: JANUARY 20,2021 ISSUED TO: CAROLINE TOSCANO PROPERTY ADDRESS: 610 JACKSONS LANDING,MATTITUCK SCTM# 1000-113-4-8 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 January 20, 2021 and in consideration of application fee in the sum of$250.00 paid by Caroline Toscano and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct a new 3,242sq.ft. two-story,single-family dwelling with attached two car garage; a 74sq.ft. front roof over entry; and 325sq.ft.two rear decks; the installation of an Innovative Alternative Wastewater Treatment System; establish and perpetually maintain a 25' non-disturbance buffer and a 25' non-turf buffer landward of existing DEC buffer; and as depicted on the site plan prepared by Carmelhill Architects,received on January 5,2021 and stamped approved on January 20, 2021. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Sea]to be affixed,and these presents to be subscribed by a majority of the said Board as of the 20th day of January,2021. & Vol TERMS AND CONDITIONS The Permittee, Caroline Toscano, residing at 610 Jacksons Landing, Mattituck,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. rt,r_r�i 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if,in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 11. 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. Glenn Goldsmith,President QF SO(/�y v Town Hall Annex A.Nicholas Krupski,Vice President ,`O� olO 54375 Route 25 P.O.Box 1179 John M. Bredemeyer III 41 J Southold,New York 11971 Michael J.Domino G Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 oly&0y,� - - - ------ ---- --------------- -BDARD-OF-TO�Vl�TRUST��S------- ----- --- ---- ----------- -----=---- TOWN OF SOUTHOLD January 25, 2021 Edward Koenig, RA, Carmelhill Architects- 415 Lake Avenue South Nesconset, NY 1 1 767-1 848 RE: CAROLINE TOSCANO 610 JACKSONS LANDING, MATTITUCK SCTM# 1000-113=4-8 -Dear Mr. Koenig: - The,Board of Town Trustees took the following action during-its regular meeting,held on Wednesday, January520;2Q21_regarding the above matter: . -21 WHEREAS, Carmelhill Architects,-on'behalf of CAROLINE 7QSCANO:applied,to the, Southold Town Trustees for a-permit under the ptovisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated October.7, 2020, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront-Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on December 21, 2020 and January 20, 2021 at which time all interested persons were given an opportunity to be heard, and, 2 WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275'of the -----------Soo ufffid Id-T'own ode;------ — – ------------ -----------=---"--- ---- - --- WHEREAS, the Board has determined that the project as,proposed will not affect the health, safety and general welfare ofthe people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of CAROLINE TOSCANO to construct a new 3,242sq.ft. two-story, single-family_ dwelling with attached two car garage; a 74sq.ft. front roof over entry; and 325sq.ft. two rear decks; the installation of an Innovative Alternative Wastewater Treatment System; establish and perpetually maintain a 25' non-disturbance buffer and a 25' non-turf buffer'landward'of existing.DEC buffer; and:as depicted on the site plan prepared by Carmelhill,Architects, received on January'5, 2021 and stamped approved on January 20, 2021.1 1 Permit to construct and complete project,will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within "six months of the date of this notification. - Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 a L yours, 4" Glenn Goldsmith President, Board of Trustees GG/dd Copyright of Architectural Drawings-These plans are protected by BUILDING DEPARTMENT NOTES federal law and are subject to copyright protection as an ROOF DRAINAGE CALCULATIONS "architectural work" under section 102 of the copyright act, 17 U.S.A. as amended December 1990 and known as Architectural 2020 RESIDENTIAL CODE OF NEW YORK STATE Works Copyright Protection Act of 1990.These drawings are DRAINAGE CALCULATIONS FOR 3"RAINFALL 2020 BUILDING CODE OF NEW YORK STATE provided as an instrument for construction for the construction NAME OF AREA UNDER CONSIDERATION project at the address shown on the title block of the drawings and 2018 WOOD FRAME CONSTRUCTION MANUAL WFCM they may not be used for any project other than that listed at the AREA: 1,973.86 SF 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE address shown on the title block without the written consent and CALCULATION RATE: 100% IMPERVIOUS WITH 3 INCH RAINFALL NFPA70-17 NATIONAL ELECTRICAL CODE compensation of the architect.This protection includes but is not VOLUME: 1973.86 X 1.00 X 3/12 FT= 493.47 C.F. 2020 FIRE CODE OF NEW YORK STATE limited to the overall form as well as the arrangement and composition of spaces and elements of the designs. Under such 8 FT. DIA. RING= 42.24 C.F. PER VERT. FT. DISTRICT 1 000 - SECTION 113 - BLOCK 4 - LOT 8 protection, unauthorized use of these plans,work or home REQUIRED DEPTH: 493.47 /42.24 C.F. PERVERT. FT. = 11.68 VERT. FT. REQUIRED represented, can legally result in the cessation of construction or - PROVIDED DEPTH: 12 VERTICAL FEET ZONED RESIDENTIAL ZONED R-40-SINGLE FAMILY RESIDENCE buildings being seized and/or monetary compensation to Carmelhill Architects and/or Edward Koenig. (3)4 FT. DEEP POOLS R-3 SINGLE FAMILY RESIDENTIAL DWELLING OCCUPANCY CLASSIFICATION TYPE 5 ORDINARY WOOD FRAME CONSTRUCTION PROPERTY OWNER: ERIC KOENIG NO. DESCRIPTION DATE 31 OAKLAWN DRIVE COMMACK,NY 11725 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 631-864-7418 2 ISSUED FOR CONSULTING. 3-16-20 PROPOSED RESIDENCE FOR: TOM AND CAROLINE TOSCANO 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 31 EDGEWOOD DRIVE NEW HYDE PARK,NY 11040 CODES. 917-440-0916 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 PROPERTY ADDRESS: 610 JACKSONS LANDING 5 REVISED WETLANDS COVERAGE 10-2-20 MATTITUCK,NY 11952 CALCULATIONS. PROPERTY LOCATION: SOUTH SIDE OF JACKSONS LANDING 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 550.86 FEET EAST OF MILL ROAD AND DRY STACK RETAINING WALL ELEVATION 4 _J O F 3,245.9 S.F.TWO STORY RESIDENCE (S-2) 325.07 S.F.DECKS 73.79 S.F.R/O PATIO 7 REVISED PER BOARD OF TRUSTEES 1-5-21 RECOMMENDATIONS.50 FOOT NON-TURF RENT HIGH WATERS � BOUNDARY ADDED,CHANGED SEPTIC TO LOW _ 63.4_8Zri _ _ _ _ _ _ _ _ NITROGEN I/A OWTS,AND ADDED FOOTPRINTS C3 48 _ _ - _ _ PLOT PLAN LINE TYPE LEGEND OF ADJACENT HOMES.RESUBMITTED FOR �� - f�1 Q2o 3T 3T _ _ _ - _ - TRUSTEES REVIEW AND APPROVAL. 11 _ _ 70_ _ _ _ _ _ _ - - - - - - - - PLOT PLAN BUILDING FOOTPRINT AREA CALCULATIONS - - - PLOT PLAN TERRAIN NEIGHBORS 3--- - - - - - _ - PROPERTY AREA: 24,222.17 SF - - - PLOT PLAN TERRAIN PERIMETER ED_GE-OFTIDAL WETLANDS AS _ _ _ - - - - _ IDENTIFIED BY NATHAN CQRWNtAN6 FLOCR AREA RATIO CALCULATIONS: R EXISTING WATER PLOT PLAN WATER EXISTING SURVEYOR ON-8-20-2x20 F� 40 FOOT AND 25 FOOT PROPOSED FIRST FLOOR 1784.1 SF PROPOSED WATER PLOT PLAN WATER PROPOSED BUFEERS-TO BE L PROPOSED SECOND FLOOR 1457.83 SF MEMORIALIZED INA COVENANT PROPOSED RIO PORCH#1 73.79 SF TE EXISTING WASTE PLOT PLAN WASTE EXISTING AND RESTRICTION FILED WITH TOTALAREA: 3315.72 SF THE OFFICE OF THE SUFFOLK ° ° PROPOSED WASTE PLOT PLAN WASTE PROPOSED FLOOR AREA RATIO: 13.69/o /o - - 3s COUNTY CLERK AS PER LOT COVERAGE CALCULATIONS GAS EXISTING GAS PLOT PLAN GAS EXISTING 3S SOUTHOLD TOWN TRUSTEES.LIMIT OF 40 FOOT DEC BUFFER c FOR NON-GROUND PROPOSED FIRST FLOOR 1784.1 SF 3AS PROPOSED GAS PLOT PLAN GAS PROPOSED m _1 0 _ PROPOSED R/O PORCH#1 73.79 SF < $ DISTURBANCE. IINSTALLTALL _ A4 TOTAL AREA: 1857.89 SF L. O.H. - U.L: EXISTING OVER HEAD UTILITY LINES F� EROSION-CONTROL MEASURES N m - ' LOT COVERAGE RATIO: 7.67% 9NSISTING OF HAY BALES m'$i 25 FOOT BUFFER FROM ESF X ESF - - EXISTING WOOD STOCKADE FENCE AND STACKED aLT�I 77IING. 7 _ _ _ _� _ _ _ _ �, _ _ - APPROVED STRUCTURE PSF - X - PSF X PROPOSED WOOD STOCKADE FENCE �, NOf�Sr9ljiGD DISTURBANCE m LIMITS. NO DISTURBANCE TO ZONING REVIEW co �. EAWARD OF THIS LINE. NjIUFtAL VEGETATION OR REQUIRED PROVIDED PASS EVF X EVF - - EXISTING VINYL FENCE TOWN OF SOUTHOLD I �' I TOPOGRAPHY-SEAWARD OF NO(SEE TRUSTEES 25 FOOT ro _ ER ZONE - MINIMUM BUILDING LOT 40000.00 24222.17 SECTION 280- PVF X PVF X PROPOSED VINYL FENCEG NONDISTURBANCE BUFFER e�4bF0 �F THIS LINES 124) �1NE MINIMUM LOT WIDTH 150.00 126.96 NO P - EOP - EOP - - EXISTING OPEN PICKET-VISIBLE THROUGH-FENCE _ _ CAD File Name: TOSCANO REVISED 7.1ayout -5 - _ _ _ _ __ - �,� _ - �, MINIMUM LOT DEPTH 175.00 219.51 YES _ ro o �. 6 P - POP - POP PROPOSED OPEN PICKET-VISIBLE THROUGH-FENCE •�" N � �� � _ � ZONE AE EL.8) FRONT SETBACK 40.00 41.00 YES Drawn By: Edward Koenig TOWN OF SOUTHOLD I �� - ZONE X" SIDE SETBACK ONE 15.00 19.40 YES ECL X - ECL - EXISTING CHAIN LINK FENCE TRUSTEES ADDITIONAL 25 U' '�� - SIDE SETBACK TWO 15.00 36.36 YES Architect's Seal FOOT NON-T RF AREA o !� �� AGGREGATE SIDE SETBACK 35.00 55.76 YES PCL X - PCL X PROPOSED CHAIN LINK FENCE W REAR,SETBACK 50.00 115.19 YES HEIGH IN STORIES 2-1/2 2 YES EL. -7- HEIGHT IN FEET 35.00 30.01 YES ZONE AE p 11ZY STACK MAXIMUM LOT COVERAGE 20.00% 7.67% YES } "NE X* EXISTING 'P oo R=TAINING W LL. 4 "J - S E DTL. 1/A-2.5 , r- - ELEVATED DECK y _ - - - - - W C,� - - N - - -- -� � ' � EXISTING LOT COVERAGE CALCULATIONS 6 - -- 8� ELEVATED DECK BUiLDIWG FOOTPRINT: 1784.1 SF e -• i t 3\ �p< S�Ij / 5 PROPOSED R/O PORCH#1: 73.79 SF °e fya. e°wE� r- -, yp 6# aN- FRONT ENTRY STAIRS 14.57 SF 6k. _ PROPOSED DECK#1 -FIRST FLOOR 254.05 SF - - 1 19. 4'0 4 \' 2 .58 I �� _ - - PROPOSED DECK#2-SECOND FLOOR 71.38 SF TOTAL IMPREVIOUS AREA: 2197.89 SF EXISTING NON-WETLANDS LOT COVERAGE%: 11.34% DECK 1 P P D i APPROVED BY ;P - , .5d � aOARD OF �t?USTEES CARMELHILL 1� �j/F E GRA L ;•" AVERAGE GRADE CALCULATION TOWN OF SOUTHOLD -E STTN 4.� b. VEW i EXISTING _ - - S D 1 I- i� LINEAR FOOTAGE ARCHITECTS RESIDENCE 1 N L' D 10 ' FACE OF STRUCTURE PROJECTED ELEVAOTION THAN 6'-0"ABOVE GRADEF LENGTH OF ELEVATION THAN THAN 6'0"ABOVE GRADE LENGTH OF ELEVATION ORE DATE f1-+,qv i� LO 2o,r EXISTING FRONT ELEVATION 49.75 49.75 0.00 t t- vi 19.40 R� / i RESIDENCE + \ o f / RIGHT ELEVATIONS 37.8 5.57 32.23 92 OPb 36/3^"•.?. !_' �� REAR ELEVATION 49.75 3.17 46.58 CONTROL PANEL LEFT ELEVATION 35.46 35.46 0.00 - \ _ _ _ _ PR SED ' ., ,.? '.; / TOTALS 172.76 93.95 78.81 PROPOSED I/A OWT �� EA GR EI' 7' tit PERCENTAGES TOTALS 54.38% 45.62% SEPTIC TANK KWAY LE <: i E � PROP. DISTRIBUTION o _ o - '::.:- .- �O BOX = _ _ - y �oDJACENT PROPERTY177777,177,7777 77 DJACENT PROPERTY ALO SERVICED BY TOWNO P PRIVATEWATER AND SERVICED BY PRIVATE LEACHING GALLEYS. SEPTIC SYSTED www.CARMELHILL.COM w tl WELL AND PRIVATE SEE SEPTIC DESIGN OSEPTIC SYSTEM DRAWINGS O O _ _-- - - ( •: �oo� / / Architecture Firm: 88.75'TO WELL - - - -- / d-:>; ,.. .,. - PeP�� 4 WE--LL$- - R=i'S0. 0123 a � _ -- TEST HOLE DATA i JAN - 5 2021 CARMELHILL ARCHITECTS --'�-- BC EL.11.19 � '` EDWARD KOENIG - R.A., - -- _ /� I BC E-L•1� / - 550-86 550 86 ---__ _ -J TEST HOLE BY MCDONALD GEOSCIENCE A.I.A. V Southold Town 5 LAKE AVENUE SOUTH JACKSON'S LANDING il3 ASSUMED TO BE ACCURATE Roard of Trustees NESCONSET, NY 11767-1848 631-277-3337 APPROXIMATE GRADE EL.11.68 I 13' ' 8.50 Website: www.CARMELHILL.com ��✓ EL.13.25 o SECOND FLOOR -- - - K.: Email: CARMELHILL16@gmail.com -0 o BROWN SILTY SAND % ;i K""'''°''"""'�' TOM&CAROLINE TOSCANO 9�h "' (SM) / 610 JA�KSONS LANDING MATTITU NY 11952 Project Title: 5.50 PALE BROWN FINE / (.r'rri•,."'Y TOSCANO RESIDENCE \ k T TOM & CAROLINE TOSCANO 610 JACKSONS LANDING 7r%%.srst, of('Jlrrul\2� �5 SQ FTS _, � - ". \ W rADJACENT PROPERTY ADJACENT PROPERTY MATTITUCK, NY 11952 SERVICED BY PRIVATE 1.00 Uf.,k"!"' circ r ,:1:,r.,r:;F<i,.,.. , 917-440-0916 WATER ENCOUNTERED �.•'+".'r ' 1 WELL AND PRIVATE SERVICED BY TOWN / �`"t SEPTIC SYSTEM ATER AND PRIVATE 4. ONfaMILE DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 SEPTIC SYSTEM1 d-•, G1U�ackscn 4andrrg � Sheet Title ra c ( WATER IN PALE BROWN ILq FINE TO MEDIUM SAND „ SITE PLAN $!rt:war!y fiN(Irs (4ei PLOT PLAN R SCALE: 1" =20'-0" 7 . T FIRST FLOOR \ p Pir r:,a•rt 5Q. z? $OUINf Ava � PLOT PLAN INFORMATION OBT/,INED FROM SURVEY BY: NATHAN TAFT CORWIN III rl BOTTOM OF TEST HOLE LAND SURVEYOR _8.50 � - �.. .r Drawing No. 1586 MAIN ROAD SQUARE FOOTAGE ANALYSIS _ JAMESPORT, NY 11947 SCALE: 1"=20'-0" LOCATION IJ�� 2 631-727-2090 SUFofc�ll Glenn Goldsmith, Presidents°�0 C�°y, Town Hall Annex A Nicholas Krupski, Vice-President o 54375 Route 25 John M. Bredemeyer, III o P.O. Box 1179 Michael J. Domino y�o ,ao�y;>' Southold, NY 11971 Greg Williams Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 1 TO: CAROLINE TOSCANO c/o CARMELHILL ARCHITECTS Please be advised that your application dated October 7, 2020 has been reviewed by this Board at the regular meeting of January 20, 2021 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1s` Day of Construction ($50.00) % Constructed ($50.00) xx Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) 30-Year Maintenance Agreement (complete original form enclosed and submit to Board of Trustees Office) xx The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ 50.00 BY: Glenn Goldsmith, President Board of Trustees Carmelhill Architects Edward Koenig — R.A., A.I.A., N.C.A.R.B. Licensed in New York, New Jersey, Connecticut, and Florida_ ^ 415 Lake Avenue South Nesconset, NY 11767-1848 Phone 631-277-3337 Email: CARMELHILL16@GMAIL.COM Webpage: www.CARMELHILL.com Town of Southold Board of Trustees CARMELHILL ARCHITECTS Attn: Diane 54375 Main Road PO Box 1179 Southold, NY 11971 January 5th, 2021 Re: Caroline Toscano Residence 610 Jackson's Landing Mattituck, NY SCTM#1000-113-4-8 Dear Diane, As per the Trustees request at the Dec 21St hearing, please find enclosed: 1. Four low nitrogen septic system redesigns 2. Four property surveys with adjacent homes added 3. Four architects site plans with added low nitrogen septic, adjacent home footprints, 25 Southold buffer with additional 25 foot non turf area, and notation that DEC buffers shall be memorialized by covenant restrictions with the Suffolk County Recorders office. Please add the project to the next available Trustees hearing.and contact my office regarding any additional mailings, postings, etc. that need to be done for the hearing. Sincerely, _ 4�A� � E � ro � E D Edward Koenig — R.A., A.I.A. JAN —5 20 Carmelhill Architects Southold Town Board of Trustees i SURVEY OF - LOT © - VACANT LOTz MAP OF DWELLIN JACKSON'S LANDING FILE No: 5280 FILED MARCH 28, 1969 WELL SITUATE JACKSON' MATTITUCK 3 ,s TOWN OF SOUTHOLD FOu LANDING SUFFOLK COUNTY, NEW YORK s 5 �� 248 0gp., f CON�OMON �3� // PUASPHALTTPAVIN EMENTE� R,7s mfr X1 " S.C. TAX No. 1000-113-04-08 DDD. SCALE 1"=40' L-3o27 , R_7 —CONC. cuRe // CaCTI APRIL 4, 2001 SO,p0 JUNCTION BOX MARCH 15, 2002 UPDATE SURVEY WELL `—————X 12.3 —"�-100.00' Ff.9 ND O= % ----`` 1ex CONN. MON. AUGUST 20, 2020 UPDATE SURVEY � / `\ DECEMBER 31, 2020 ADD ADJACENT HOUSE LOCATIONS �W / //�—��\\ ����� 0.3'E.DGE -+e—WELL - \\ \\ (D AREA = 24,221 sq. ft. +TEST HOLE M (TO TIE LINE)\ 0.556 ac. \\\ Ld 0.EDGE N OZ HOUSE /o // //� — \ \ \ —10 of 1 c 1 \\X.&1 / \\If OSHED O� w 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 2, 9/ ��ry"� Z % ray `-9 I _ EXISTING ELEVATIONS ARE SHOWN THUS: ,o-O ELEVATED W. / %% m 2. FLOOD ZONE INFORMATION TAKEN FROM: DECK cwi / %% FLOOD INSURANCE RATE MAP No. 36103CO481H Z 9.ff / xI,9 , SHE NCIJS ZONE AE: BASE FLOOD ELEVATIONS DETERMINED / T% 4.0'E. ZONE X': AREAS OF 0.2%ANNUAL CHANCE FLOOD,AREAS OF 1%ANNUAL \�—— CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT —8 OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; FENCE 6 v _—_ %'� ,� pEOK AND AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE FLOOD. 1.6'W, a — — % ZONE X• AREAS DETERMINED TO BE OUTSIDE THE 0.2R ANNUAL CHANCE FLOODPLAIN. XA — %a�\ 3. ZONING SETBACKS: i _ Q �% 40' — FRONT YARD 15' — SIDE YARD _ TEST HOLE DATA 20' — SIDE YARD ————�� �� 4. UPLAND AREA = 19,340 s 11, ZONE X� % ZOIC X ELEVATED DECK q• ------------ a (TEST HOLE DUG BY_McDONALD GEOSCIENCE ON 07/27/2020 AT 9:45am) ZONE AE(EL. 8) 0� — — ZONE AE(EL. 8) ; EL 8 5' 0' BROWN 9LTY Sum SM —————— 3' LOT 5/ O .-4,2 - - X5 FOUND / — —4 i PALE BROWN FINE SAND SP � 0.6'E O i 0 SNC. EDGE OF TIDAL WETLAND AS IDENTIFIED BY PREPARED IN ACCORDANCE WITH THE MINIMUM ds STANDARDS FOR TITLE SURVEYS AS ESTABLISHED (0 a/ NATHAN CORWIN LAND SURVEYOR ON O8 2020 BY THE L.I A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND X x•T'4 _ X - - M '(I�,, y\�U►�j TITLE ASSOCIATION. TL _ �{fr ' —3 ^ W 11 0 7 5 `� D ;_ _!L 11 1L 1 N 1yp7ER IN PA E BROWN a— —d-------------- ----` FINE SAND Sb �,E�I�11. ----��- -° JAN ® 5 2029 19 APPARENT HIGH WATER MARK — �— 17' N 82*37'37'WS 87'38'02" W Southold Town 63.48' 63.48' Board of Trustees N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE III EDUCATION LAW. Land Surveyor - COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 1 — GENERAL NOTES: 1. THE DESIGN ENGINEER SHALL OBSERVE THE OWTS PRIOR TO TEM STARTUP. ANCH'OF MATTITUCK CREEK BACKFILL AND DURING SYS HOWARDS BR 2. THE OWTS INSTALLER SHALL HOLD APPROPRIATE DOL�i1drC3 AY µ V �• - ENDORSEMENTS FROM SUFFOLK COUNTY DEPARTMENT OF HEALTHJJ - . :i' AnrW ;�sr .-----� ${- Engineering AND SHALL BE AN AUTHORIZED INSTALLER. 63.48 3. THE OWTS INSTALLER SHALL REGISTER THE ONSITE 4 --- - 63�--_-'��•, -�- --N820-37"-37"W1 158 Count Rd. 39 TREATMENT SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF �- - -- - M W� - - - -- y HEALTH. THE ENGINEER OF RECORD SHALL PROVIDE RECORD s 0 3$' - 2 -- ' ` - _ Suite 10 -�2 � � � 87"" _ _ __ --�-- _ __ _ _ _ Southampton, N.Y.11968 DOCUMENTS AS REQUIRED BY SCDH. 3 - -- 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT w _ r - - - Office/Fax (631) 259-3959 BETWEEN THE MAINTENANCE PROVIDER AND THE PROPERTY -2 - - ' 4 _ _ OWNER SHALL BE PROVIDED TO THE SCDH. " - �`` _ ._ - /2020 N pg� Professional Seal 5. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF �_ - - _ Np SURVE�D Nj�N 0 � - THE OWTS. M �- ID _3_ _ -� ' GpRWIN �E Np pS 6. OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO " " - NATANpF TIpA� WETS _ G ARRIVAL TO THE SITE USING A METHOD APPROVED BY THE _ - --4 � _. � F<4,♦ � LIMIT OF DE EDGE DISTURBANCE. MANUFACTURER. INSTALL EROSION CONTROL c 7. ALL ELECTRICAL LINES FROM THE DWELLING TO THE CONTROL MEASURES CONSISTING OF HAY PANEL AND FROM THE CONTROL PANEL TO THE JUNCTION BOX BALES AND STACKED SILT FENCING a� SHALL BE SEALED AND WATER TIGHT. 8. CONTROL PANEL TO BE SET ON A PRECAST CONCRETE 6 PEDESTAL AND SET 2 INCHES ABOVE GRADE TO PREVENT WATER '.- INTRUSION. 9. OWTS SHALL BE LOCATED MINIMUM 3'-0" FROM THE DRIVEWAY. "ry A 6 INCH HIGH PRECAST CURB SHALL BE INSTALLED IN-BETWEEN THE THE DRIVEWAY AND THE OWTS IF 3 FEET SEPARATION CANNOT "" f BE MAINTAINED. _ _..._. �._. ..._. _ ..__ .. _ -.; _ .. r- � ,.7 10. NEW I/A OWT SYSTEM TO BE VENTED THROUGH PLUMBING, r" 0 NO HOUSE TRAP TO BE INSTALLED OLO ~ - (N,8 $° DRY STACK�� � �_ � � � IV z O .{� i ETAINING WALL. CO Q v-- (Y) _ 134'\ SEE DTL. 1/A-2.5 �- o� r J PARCEL INFORMATION: "" - - _ S TBACKD� , N V- � SURVEY OF LOT 6 = # FSR OSED ,' z z o MAP OF JACKSON'S LANDING C SITUATED AT MATTITUCK - �' f ''� U) r' TOWN OF SOUTHOLD ZONE AE-(EL:µ8.0 SUFFOLK COUNTY, NEW YORK ,,.-ZONE x* ZONE AE S.C.T.M.# 1000-113-04-08 PROPOSED / !� ONE X FILED MARCH 28,1969 AS MAP NO 5280 OCE t �' 0 t� x ~ = RE PR04SED w O Q U AREA 24,220.78 SQ.FT. 0.556 ACRES REODEN CELLAR EL. 5.50 PEA`GRAyEL f f -1 -; v.._ / j GARAGE . . 17 FIRST FLOOR EL. 14.33 DRIVEWA ' 60 CCG CONTROL 1. SECOND FLOOR EL.24.17 r �� 1 /,/ ✓✓'. PANEL f f CLEAN OUT SITE PLAN BASED ON SURVEY 'PREPARED BY: CPROPOSED _ OUNTOURS ~� l / TEST NATHAN TAFT CORWIN III _._ __. ---, '{ -y~ W �, 1 HOLE W LAND SURVEYOR -~ µW'p PROPOSED RO ELECTRIC W 1583 MAIN RD ADJACENT PROPERTY HYDRO ACTION �- " SERVICED BY PRIVATE AN-600 "f _ �''! r tiO���' PROPOSED ADJACENT PROPERTY I Z 0 JAMESPORT, N.Y. 11947 WELL AND PRIVATE _ (631) 727-2090 SEPTIC SYSTEM DISTRIBUTION �� r, O SERVICED BY TOWN O O �... �-' " WATER LINE WATER AND SURVEYED: APRIL 4, 2001 BOX ___ 0 H��_}` _ _ - A / FUTURE SEPTIC SYSTEM (0 _ 1 ._....- _._ ,.._ .. EL.9.8 4) 8.5 x4.75 x4 --, -_ _ ✓` EXPANSION W DEEP LEACHING " " z }' GALLEYS O -r� ..__.. . m Q Q X W L- p 88.75' TO WELL 100.�J1 -- _ _ _ m l U z WELL _ eo-\_ _ _ ___------- �' R D I-- O rn Q SANITARY SYSTEM INFORMATION: _�_-� --' -750.00 I X55 6 W TOTAL NUMBER OF BEDROOMS : 6 _ � `JACKSON'S LANDING .,l L=302. 77 U) Q X C� I/A SIZE REQUIRED: 660 GPD EL. 12.5 -` _ � J z LEACHING REQUIRED: 400 FT EL. 14.15"-L R-754.00, O = _ PROPOSED SEPTIC SYSTEM: A`� 14. MILL ROAD C._ v (1) HYDRO ACTION AN-600 (660 GPD PROPOSED) �Ovv S 54„32 3 (4) 8'-6"L x 4'-9" x 4'-0" DEEP LEACHING GALLEYS (424 FT 2 PROPOSED) ' 0►f > W (1) 20" DISTRIBUTION BOX Gj 248,�,g� � � _ � _j Revisions --�- No. Date Description WEL , SERVICED BY PRIVATE 1 SERVICED 1 TEST HOLE DATA WELL AND PRIVATE WATER AND PRIVATE 2 DATE:FEBRUARY 2,2001 / PEPTIC SYSTEM SEPTIC SYSTEM 3 --/--/-- J/ 4 5 EL: 9.8' 0.0' -BROWN LOAMY SAND (SW) PLOT PLAN INFORMATION OBTAINED FROM SURVEY BY: Designed By : PD 2.0' I NATHAN TAFT CORWIN III Drawn By : JL LAND SURVEYOR 1586 MAIN ROAD Checked By : PD -PALE BROWN FINE TO I JAMESPORT, NY 11947 MEDIUM SAND (SP) N 631-727-2090 8.3' Date : 12/23/2020 Scale : NOTED -WATER IN PALE BROWN FINE TO MEDIUM SAND (SP) 15.0' PROPOSED SEPTIC PLAN ® C COMMENTS: GROUND WATER ENCOUNTERED 20 0 20 40 C � AT 8.3' BELOW GRADE JAN - 5 2021 SCALE: 1" =20' TEST HOLE BY: Southold Town McDONALD GEOSCIENCE ELEVATIONS SHOWN ARE BASED ON USC AND GS DATUM (NAVD 1988) Board of Trustees ---- Sheet# SAFETY SCREENS ARE TO BE INSTALLED AT ALL MANHOLE COVERS WEIGHING LESS THAN 60LBS. ALL PUMPS TO BE HARDWIRED TO CONTROL PANEL. PLC CONTROL PANEL W/COMPRESSOR �J SECTION Ad - - REMOTE HP-100LL 120LL 2 LOCATIONS FOR 2'PIPE PORTS s' • TO eED°'°DT IF REQUIRED Y - '� .�' - PRESSURE TYPE ` y DOMED SHAPE FOR _ MAXIMUM LOAD STRENGTH � _�IJ HAN'JLEFOREASY REM [t/min) LL ^" OF SAFE TY SCREEN f:1;.. IE soTTo"DETAILersaanoK [ ] 17.7(2.57) 160 r: .a•11,.,...� D i L�i'1�CC7 I AmN PART NO.Y,gB Dimensions Specifications ] ;(, �/.��y r.w' t�'{�e���png/• Ailmill! Tj A 3909.R12 140 5.0i::..L, %,I%V ( M Y E�+ 4.n Y V [a 2aDa_R,2e [Unit:mm(inch)] __ M..) - E n i n e e r i n 2004Mi Bw�i .Ar• 1 - a ai I I MRpR2, HP-10OLL 114-1201-111- 120 9 9 AND ALL 24'SMOOTH WALL 4.O CORRUGATED AND RIBBED PIPE Rated Voltage V AC100/110-120/220-240 E EPDM EDAM GASKET ,�, 256 20 200 =100 I STAILEDHERE -p75 RCAN AITHOUSSUGREWS PP Y q Y > 3.O �2s.N (10.08) (0.79) (7.87) Power Supply Fre uen Hz 60 50 60 Rated Loading Pressur kPa 17.7 0 80 158 County Rd. 39 2B uw ' PART O.24"SAFETY SCREEN Airflow Volume Umin 100 120 ¢ 60 Suite 10 OL 110,IN �; ,2e IN I pARTNO.-3008-SS 2.0 2re iN d` 2,I MATERIAL•HOPE " I mr,} • (�18 222 Power Consumption W 75 90 100 40 Southampton, N.Y.11968 12M "INN ,3G iN "_ - _-/ ___ (0.71) (8.74) Noise Level dBA 42 1.0 POLYLOK 24'HEAVY COVER 20 Office/Fax (631) 259-3959 PART NO 300&HD 37 MATERIAL•HDPE �• Y ) O Weight kg 9.0 sEcrloN es 2a 2B IN DIA COLORGREEN Iss,34m1 REMOTE PLC CONTROL PANEL (1.46) 0 10 20 30 40 50[kPa] W/COMPRESSOR Lao 110 Professional Seal (5.51) (4.33) 1.0 2.0 3.0 4.0 5.0 6.0 7.0 [PSI] _7 24" LOCKING COVER - HDPE 24" SAFETY SCREEN - HDPE REMOTE CONTROL PANEL & PUMP Pressure PUMP DETAILS 159.6499" VOLUME CALCULATIONS 076.7674" f -1-=- AN-600 9 IAAF/� D«�P « AK-080917-, AK-080917-1 -- -_- r. -1 nw-,PN AK-080917-1 / INPUT L1 CalM'p DISCH. PUMP RATINGS: PAGE PAf CONITIECTION ]®IlAGR_k1,A PAGE 6�1EI1 PUMP J/RHP O 115V 3 ank (Inches) 1 N CB3 �.uo1FN { G MOTOR 15.0 FAA BLU BL W REOUIRED TORQUE FOR TERMINAL ACK SCREWS IS 16 N IbR. Tank Diameter at Bottom: A 72.00 c Mz REdRC. PATHOS: ORD - - Tank Diameter at To B 76.00 ° N liaioR is.o v.0"'� or JL P• CBJ L 0 lRt-04 16 PLC INPUT � V ] Tank Height: C 70.25 E -I s PUMP s%uro As 1 ®¢ � Outlet Discharge Height: D 63.00 �Oa' F N MOTOR 1s.o F.W. e C 4 L G HWA \ )'-A-'I CI �p COMP.RATRGS: 5 6 RUN AUD. �y � 1/OW O 115VI 1SjV(0lf lKV d15 O S82„ If Chamferred (Inches) 1 N M 5.4 F.LA MUrE 1 "�1 NOTE uL MomRNI TEsr Diameter At Middle: E1 0.00 e K M ° ALARM a Height of Section 1: F 1 0.00 O MCI", LR1-01 Y1 ENNME 1 0 Pt N P1 N P1 N Cl N 1 2 3 4 5 6 ' (Inches) I R ' 1 I PLC INPUT ^' Cone M Cone Height: G 59.25 C G D IRI-0E Ms s 4 z PIA INPUT { a� „' - LO W J A CSR2 ¢� G �' i 7J� C Cone Dia.at Bottom: H 10.00 + 4 PLC NPur PON PON to Cone Diameter at Mid: 155.00 +"+-Q�-I M, � g � � 3 � z � f Cone Height Section 1: J 46.50 H G DOSE oEwwD T PLC INPUT g g ON 9 I 1 r' CO I Cone Diameter at Top: K 55.00 � A ' LR, SPRAY O- "s--��,a PLC INPUT � Ik 8 � � � � � ❑ r� ❑ •".,• L6J .�/- 'J � T IRE CALCULATIONS W BL0 w BLU w �li u A 'y,: ':: i i---- - '^ O T��� (Inches) NOTES:MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. NOTES:MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. l� .�:fnL� ,!L �J .v1:n ALL INFORMATION CONTAINED IN THIS DRAWING IS V O DASHED LINES INDICATE ITEMS NOT CONTAINED IN THE PANEL DASHED LINES NDICATE METAS NOT CONTAINED IN THE PANEL CONFIDDM41 AND PROPRIETARY'TO SEPTIC PRODUCTS INC. � " ���® Tank Ave.Diameter: F, 74.00 FIELD WIRING MUST BE A MINIMUM OF WC COPPER WIRE. FIELD HIRING MUST BE A MINIMUM OF 1B0C COPPER WIRE. �yn ' 1 B TO PRESERVE ENVIRONMENTAL RATING OF PANEL,USE FITTINGS � TO PRESERVE ENVIRONMENTAL RITNG OF PANEL,USE FIMNGS �V CHANGES TOLERANCES DRAWN BY DATE I I 37.00 If Tank Chamferred AND HUBS WITH SAME ETMRONMENTAL RATING AS ENCLOSURE. MND HUBS WITH SAME EB??M MDITAL RATING AS ENCLOSURE. GLJ DECIMALS C.BARRICK ae/n/n TERMINAL CONNECTIONS I Icc(i) � �/ Q Tank Ave.RadiU>: F2 B IA19L I L a.naewuasBLL wa.mom \ I Tank Diameter at DisGhar a: F3 75.59 " p1N06 1>�LfRM"ES DAWN IN DATE CHAWES Ta°w'CEs DRAWN BY DATE FRAL-"R;OR�LL. +'� $PEDEIL'ATION. 9 a NMRWGK IIn SCHEMATIC,ELECTRICAL m� a vARa U n SCHEMATIC,ELECTRICAL '""LES AK-080917-1 E) I I \/ •1,{. 0.00 iwcv L Y°DMODR FRMFGWL W7°°`lpFrtG6DR ANGLES AS NOTED FULL .3.. `hi. Tank Ave.Working Diameter. F4 73.79 Ave.Diameter: F,B x A e AS NOW FULL Z-080917-1 FULL L--- 80.5 86" 63 0" Tank Ave.Working Radius;: FS 36.90 Ave.Radius: FIB 0.00 "� ac-oeo9t7-t I Tank Diameter Increase per incl,: Fe 0.057 Tank Diameter Increase per Inch: F20 0.000 MAIN ELECTRICAL PANEL 1- D �� Total Gallons n2 F2, 0.00 640" HYDRO ACTION CONTROL PANEL E- Sec11Gn L F, V1:166.99 Sectlo2 (- Cone Ave.Diameter: FA 32.50 Diameter at Discharge: F22 0.00 fit 1 99 R LL U Cone Ave.Radius: Fe 16.25 Ave.Diameter: F. 0.00 CBA - Sectlon2 F,D V2:56.57 Ave.Radius: F2. 0.00 ( v! -67.0318" 72 r 0.00 "jes� �+ Cone Diameter at Discharg,�: F„ 05.00 Tank Ave.Working Diameter: Fz5 X120 Cone Ave.Diameter: F4 55.00 Ave.Working Radius: Fla 0.00 CB 2 AIR BLOWER L L1 N IP1 N N C1 1 2 3 4 Cone Ave.Radius: FIS 27.50 Height of Section: F2, 0.00 - '� Cone Distance from bottoni: 114 11.00 Diameter Increase per inch: F28 0.0000 N1 BILL 0 F MATERIALS � CB 3 ITEM P/N DESCRIPTION QTY: Height of top: F,5 12.75 Dishcharge Height: Fes 0.00 COMP HA-ANS00 TANK,AN600 245 NITROGEN REDUCTION , ® pfjMP MVM OVERRIDE AU RM Diameter Increase per in& F16 0.0000 Total Gallons S2: F00 000 v A 180055 TANK,AN1600 245 PRETREATMENT , MMR B 1300102 SING STANDARD 2 TANK CONNECTING KIT , Cone Dishcharge Height: F„ 5.50 Total Gallons S1+S2: Fs, 000 C 100111 ASSEMBLY,RE-CIRCULATION 245 COMPLETE AN600 , TO CONTROL D AN600-P AN600 W1 PLATFORM COMPLETE t OUTPUTW PANEL Tank ConeHIGH WATER ALARM W Tank Total Volume:F32 11307.94 1 Cone Working Volume:F34 223.56 0 Z ry,Ay",,,s Tank Working Volume:F.33 1166.42 Aeration Working Volume: Fay 942.86 CIRCUIT BREAKER SPECIFICATIONS: AN1600245 NITROGEN REDUCTION SYSTEM _ •, 3 10 ELECTRICAL PANEL hydr- CttOlt F-C. eY °NATURE '�� osnvn R" D PAHA-AN600 CBA-20 AMPS REMOTE CONTROL PANEL 0 0 HYDRO ACTION AN-600 HYDRO ACTION AN-600 VOLUME CALCULATION VERICOMM CONTROL PANEL V) I Wil- co (HYDRAULIC LOAD 660 GPD) WIRING DIAGRAM CB 2- 15 AMPS sECTION A-A 0 CB 1 - NOT USED W Z Q X W CB 3 - 15 AMPS 0 z �: J I- 0 0) Q THESE RIBS W �n PROVIDE FRICTION (n V X V FIT FOR ALL 4"PIPE Q _I z � o � = THESE RIBS PR U O CO 0 FRICTION FIT F LL1 Q ALL 4"PIPE w CLEAN OUT Tl'P. 5 LFT 4" PVC SCH 40 -� Q �-- � J GRADE EL_ D3034 SDR35 CONCRETE COVERS 20" DISTRIBUTION BOX -HDPE FINISHED 11'± 14 LF 2 LF Cl +12 LF 4" S=8" PER FT. 4.0 LFT 4" PVC SCH 40 a FLOOR PVC D3034 SDR 35) 24" LOCKING D3034 SDR35 ROTO-FLOW LEVELING DEVICES OR EQUIVALENT ARE POLYLOK 4" ROTOFLOW 14.33'± S=4" PER FT. COVERS W/ DISTRIBUTION S=8" PER FT. 12" MIN. LEACHING GALLEY PART N0. - 3050 -4 Revisions SAFETY SCREENS BOX UT 24" MAX 4@ 4.75'W x8.5'L x 4'H FINISH GRADE COVER TO GRADE TO BE INSTALLED ON ALL DISTRIBUTION BOX OUTLETS. FINISH GRADE MATERIAL - HDPE No. Date Description EL 12'± & 12" RISERS EQUALIZERS EL 12'± STOPPER OR END PLUG ROTOFLOW EQUALIZER VALVES 1 •Ian- � . ---- 21-011 SEE NOTE 1 DEPTH SEWER PIPE \ - 3 --/--/-- ---- VARIES j -- = \ - 4 s; L 1818 ® 18 ® ® 181818 ® ® i 30° ELBOW 18181818 ® 18MEm ® 1818 ROTATION 5 IE 9.37' ® ® ® ® ® ® ® ® ® ® ® �: + SEE NOTE 2 t:e. E 9.29' E 9.1' ® ® ® ® ® ® ® ® ® ® I hY' FLOW VARIABLE 18 18 18 18 ® 18 ® ® ® Is PVC SCHED. 40 1111 , ® 18 t� 18 ® 18 18 18 ® 18 ® I(, CUT AWAY VIEW E 9.66' IE 8.92 18 18 ® 18 ® ® 18 ® ® ® ® FROM '''' Designed By : PD IE 9.23 ® ® ® ® ® ® ® ® ® ® ® TO SEPTIC 18 18 18 18 ® IJ 18 18 on 18 18 BUILDING r'I SYSTEM ::�„• SEWER Drawn By : JL L IE 7.25CAST _ Checked By : PD EL 5.25' MIN. EL 5.25' CAST IRON THRU IRON 120° WYE BOTTOM VIEW TOP VIEW �� _ FRONT/SIDE VIEW "' '°`f° '`�` '°"�°'`' '`7 'll"B„ BUILDING FOUNDATION TO �� &TO EXTEND 2'-0" PVC POLYLOK 20"D-BOX BOX ACCEPTS: SAA EL 4.04' PART NO.3017-20 HYDRO ACTION MODEL AN 600 BEYOND FOUNDATION ADAPTER LIGHT COVER PART N0.-30090 7 CUT AWAY VIEW MATERIAL-HDPE HIGHEST EXPECTED GROUND WATER EL: 1.5' WALL MIN. DATE; IAL 4 HEAVY COVER PART N0.-3017-C20 ----_� - ate : 12/23/2020 SCALE:NOT TO SCALE GRATE- PART N0.-3017-G20 - - 6"TALL RISER PART NO.31009 j :�\ ;\\\ Scale : NOTED 12 TALL RISER PART NO.3009-R12 NOTE. 1. NEW CAST IRON THRU BUILDING FOUNDATION WALL& --------- \\ TO EXTEND 2'-0" BEYOND FOUNDATION WALL MIN. ��, R216 2. VENT THRU ROOF OF PROPOSED BUILDING, EXTEND A MIN. OF 6"ABOVE ROOF LINE AND HAVE A MIN. CLEAN OUTS ARE TO BE INSTALLED: HORIZONTAL SEPERATION OF 12"TO THE SLOPED ,., ,,, SIDE CUT OUT „ PORTION OF THE ROOF. 1) AT FACE OF BUILDING OR WITHIN - TO ACCEPT s� r+ +•= POLYLOK SEAL - _ C �2 3. ALL JOINTS TO BE SEALED WITH CONSEAL CS-10 OR BUILDING BEFORE EXITING, _ - - - - PRT.N0.3001 „ _1� + SCHD APPROVED SEALANT (SEE SEPTIC ELEVATION FOR WITCH). \ ,:� +" TYP.40 PLCS. I ,.} POLYLOK 4"ROTOFLOW ,n ,=a ,:. / SWEEP OR WYE. \ � /� -/ .�•+ 44, �^ :, I -,iz ,.,/ PART#3050-4 HDPE PROPOSED SEPTIC DESIGN ELEVATION 2) BEFORE A BEND,SWEEP NOT TO SCALE 3) EVERY 75 FEET OF SEWER LINE. FRONT/SIDE VIEW '^ Sheet# Ill H1 �. JAIL -5 2021 U Southold Town Poard of Trustees Copyright of Architectural Drawings-These plans are protected by ROOF DRAINAGE CALCULATIONS BUILDING DEPARTMENT NOTES federal law and are subject to copyright protection as an "architectural work" under section 102 of the copyright act, 17 2020 RESIDENTIAL CODE OF NEW YORK STATE U.S.A. amended December 1990 and known Architectural C Works Copyright Protection Act of 1990.These drawings are DRAINAGE CALCULATIONS FOR 3"RAINFALL 2020 BUILDING CODE OF NEW YORK STATE provided as an instrument for construction for the construction NAME OF AREA UNDER CONSIDERATION project at the address shown on the title block of the drawings and 2018 WOOD FRAME CONSTRUCTION MANUAL WFCM they may not be used for any project other than that listed at the AREA: 1,973.86 SF 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE address shown on the title block without the written consent and CALCULATION RATE: 100% IMPERVIOUS WITH 3 INCH RAINFALL NEPA 70-17 NATIONAL ELECTRICAL CODE compensation of the architect.This protection includes but is not VOLUME: 1973.86 X 1.00 X 3/12 FT= 493.47 C.F. 2020 FIRE CODE OF NEW YORK STATE limited to the overall form as well as the arrangement and composition of spaces and elements of the designs. Under such 8 FT. DIA. RING= 42.24 C.F. PER VERT. FT. DISTRICT 1 000 - SECTION 113 - BLOCK 4 - LOT 8 protection, unauthorized use of these plans,work or home REQUIRED DEPTH: 493.47 /42.24 C.F. PER VERT. FT. = 11.68 VERT. FT. REQUIRED represented, can legally result in the cessation of construction or - PROVIDED DEPTH: 12 VERTICAL FEET ZONED RESIDENTIAL ZONED R-40-SINGLE FAMILY RESIDENCE buildings being seized and/or monetary compensation to Carmelhill Architects and/or Edward Koenig. (3)4 FT. DEEP POOLS R-3 SINGLE FAMILY RESIDENTIAL DWELLING OCCUPANCY CLASSIFICATION TYPE 5 ORDINARY WOOD FRAME CONSTRUCTION PROPERTY OWNER: ERIC KOENIG NO. DESCRIPTION DATE 31 OAKLAWN DRIVE 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 COMMACK,NY 11725 631-864-7418 2 ISSUED FOR CONSULTING. 3-16-20 PROPOSED RESIDENCE FOR: TOM AND CAROLINE TOSCANO 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 31 EDGEWOOD DRIVE NEW HYDE PARK,NY 11040 CODES. 917-440-0916 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 PROPERTY ADDRESS: 610 JACKSONS LANDING 5 REVISED WETLANDS COVERAGE 10-2-20 MATTITUCK,NY 11952 CALCULATIONS. PROPERTY LOCATION: SOUTH SIDE OF JACKSONS LANDING 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 550.86 FEET EAST OF MILL ROAD AND DRY STACK RETAINING WALL ELEVATION GREEK 3,245.9 S.F.TWO STORY RESIDENCE (S-2) 4 325.07 73.79 S.FR /O PATIO.DECKS 7 REVISED PER BOARD OF TRUSTEES 1-5-21 f�ARENT HIGH WATERECOMMENDATIONS. 50 FOOT NON-TURF 63.48 �� 4 BOUNDARY ADDED,CHANGED SEPTIC TO LOW 'a NITROGEN I/A OWTS,AND ADDED FOOTPRINTS OF ADJACENT HOMES. RESUBMITTED FOR 3_ 4� _ -^' - �/� _ PLOT PLAN LINE TYPE LEGEND �4 -tom 82 0 a 37"V V - - - g _ _ _ _ _ _ TRUSTEES REVIEW AND APPROVAL. o _ _ _ - -- - - -1 -- _ _ _ _ _ _ PLOT PLAN BUILDING FOOTPRINT 2 -- - - - - - _ AREA CALCULATIONS - -- - PLOT PLAN TERRAIN NEIGHBORS 3---- - - - - - _ - 7 PROPERTY AREA: 24,222.17 SF - -- - PLOT PLAN TERRAIN PERIMETER _1- - - ED-GE-CYF TIDAL WETLANDS AS _ _ _ - - - R EXISTING WATER PLOT PLAN WATER EXISTING IDENTIFIED BY NATHAN CQRW1N-LANG FLOORAREA RATIO CALCULATIONS: _ 40 FOOT AND 25 FOOT SURVEYOR ODI-8-20=2020 F<. PROPOSED FIRST FLOOR 1784.1 SF - _ PROPOSED WATER PLOT PLAN WATER PROPOSED 4 3� � BUFF�BS--TO BE L _ MEMORIALIZED INA COVENANT PROPOSED SECOND FLOOR 1457.83 SF PROPOSED R/O PORCH#1 73.79 SF AND RESTRICTION FILED WITH TE - - EXISTING WASTE PLOT PLAN WASTE EXISTING TOTAL AREA: 3315.72 SF THE OFFICE OF THE SUFFOLK FLOORTOTAL AREA RATIO: 13.69% PROPOSED WASTE PLOT PLAN WASTE PROPOSED COUNTY CLERK AS PER 06 LIMIT OF 40 FOOT DEC BUFFER C D SOUTHOLD TOWN TRUSTEES. LOT COVERAGE CALCULATIONS GAS EXISTING GAS PLOT PLAN GAS EXISTING FOR NON-GROUND ��' -n z, .� PROPOSED FIRST FLOOR 1784.1 SF� AS PROPOSED GAS PLOT PLAN GAS PROPOSED DISTURBANCE. INSTALLM o PROPOSED R/O PORCH#1 73.79 SF �0 < o _ - TOTALAREA: 1857.89 SF L. O.H. - U.L: EXISTING OVER HEAD UTILITY LINES E��Pe 4 EROSION GONTROL MEASURES N m o - - 4 LOT COVERAGE RATIO: 7.670,' ONSISTING OF HAY BALES Z 25 FOOT BUFFER FROM ESF X - ESF - EXISTING WOOD STOCKADE FENCE _ _ _ AND STACKED SiLTf�I4L`ING. 7 - - -`� - - - - "'- - - -' ' NN lCK DISTURBANCE m � APPROVED STRUCTURE ZONING REVIEW PSF X - PSF X" PROPOSED WOOD STOCKADE FENCE in CIRC m LIMITS. NO DISTURBANCE TO I NEAWARD OF THIS LINE. , , N�IUFtAL VEGETATION OR REQUIRED PROVIDED PASS EVF - X - EVF - - EXISTING VINYL FENCE TOWN OF SOUTHOLD o, � �TOPOGRAPHY�EAWARD OF NO(SEE TRUSTEES 25 FOOT i� ER ZONE MINIMUM BUILDING LOT 40000.00 24222.17 SECTION 280- PVF - X - PVF X PROPOSED VINYL FENCEG NONDISTURBANCE BUFFER 0�4SFO �F - THIS LINE- 124) MINIMUM LOT WIDTH 150.00 126.96 NO P - EOP - EOP - - EXISTING OPEN PICKET-VISIBLE THROUGH- FENCE _ _5 _ - _ _ _ -_ - w _ - - - - MINIMUM LOT DEPTH 175.00 219.51 YES CAD File Name: TOSCANO REVISED 7.layout N _ 8 P - POP - POP - - PROPOSED OPEN PICKET-VISIBLE THROUGH -FENCE ZIA- N ZONE AE EL.8) FRONT SETBACK 40.00 41.00 YES Drawn By: Edward Koenig TOWN OF SOUTHOLD I P _' SIDE SETBACK ONE 15.00 19.40 YES TRUSTEES ADDITIONAL 25 Ln _ - ZONE X* SIDE SETBACK TWO 15.00 36.36 YES ECL - X - ECL - - EXISTING CHAIN LINK FENCE �� AGGREGATE SIDE SETBACK 35.00 55.76 YES PCL X - PCL X PROPOSED CHAIN LINK FENCE Architects Seal FCOT NON-T RF AREA o ._ , , W , , REAR SETBACK 50.00 115.19 YES HEIGHT IN STORIES 2-1/2 2 YES - ZONE AE EL _ - r __7 HEIGHT IN FEET 35.00 30.01 YES o cnDRY STACK - MAXIMUM LOT COVERAGE 20.00% 7.67% YES ONE X -• o R�ry--E DTLTAINING W LL. EXISTING SITE ELEVATED DECK 4 �_ _ _ _ _ _ i . 1/A-2.5 (W _ _ N EXISTING LOT COVERAGE CALCULATIONS '4 C� - - ELEVATED DECK 0 6 � � BUILDING FOOTPRINT: 1784.1 SF `Iy - #3� S\EC5 PROPOSED R/O PORCH#1: 73.79 SF kL t f C tom , eow E sa �\ \ r , o IS# �- / FRONT ENTRY STAIRS 14.57 SF 0 4 I a5 _ PROPOSED DECK#1 -FIRST FLOOR 254.05 SF 19. 2 .58 _ - - E _ PROPOSED DECK#2-SECOND FLOOR 71.38 ISF / TOTAL IMPREVIOUS AREA: 2197.89 SF EXISTING 1 �j / / NON-WETLANDS LOT COVERAGE%: 11.34% DECK P P, tt I I 4 !P, SE _ CARMELHILL A 4 • AVERAGE GRADE CALCULATION EXISTING �Trry D .VEW / // RESIDENCE S D �\ (1 7L i "-'D r 10 i / FACE OF STRUCTURE LINEAR FOOTAGE OF LENGTH OF ELEVATION LESS LENGTH OF ELEVATION MORE ARCHITECTS \ 1 UN UK EXISTING PROJECTED ELEVATION THAN 6'-0"ABOVE GRADE THAN 6'-0"ABOVE GRADE FROM'ELEVATION 49.75 49.75 0.00 19.40 "• , / RESIDENCE RIGHT ELEVATIONS 37.8 5.57 32.23 CONTROL PANEL 9 . OPb 36, i REAR ELEVATION 49.75 3.17 46.58 '` LEFT ELEVATION 35.46 35.46 0.00 PR SED / : / / TOTALS 1172.76 193.95 178.81 PF�OPOSED I/A OWT EA GR E� �_` b2 PERCENTAGES TOTALS 54.38% 45.62% �� � � SEPTIC TANK KWAY LE / PROP. DISTRIBUTION o _ BOX o :::':' ,• :;:: ti0 DJACENT PROPERTY 1117-77-7 77=77777=777 DJACENT PROPERTY _ _ - O O O ` _ d SERVICED BY TOWN P WATER AND PRIVATE SERVICED BY PRIVATE LEACHING GA-PRALLLLEYS D �� ELL AND PRIVATE _ �` w,._ . ., _. SEPTIC SYSTEM www.CARMELHILL.COM SEE SEPTIC DESIGN -- - '` - O O O .. SE=PTIC SYSTEM DRAWINGS I / •�:,y. � �o j j V E C E v ,- -�'- „•' 0� V Architecture Firm: 88.75'TO WELL - _ - - - - - P 4 WE`$ . -'� �R=750.AeE 0123 _ ---- TEST HOLE DATA JAN - 5 2021 CARMELHILL ARCHITE�:TS _ _- ------ - Bc�EL.11.1s ; �� _ C Ff p BC Ems'12.470- �,86 '--�_ _ -J TEST HOLE BY MCDONALD GEOSCIENCE 4C9 EDWARD KOENIG - R.A., A.I.A. / JACKSON'S LANDING V 7-27-20 9:45 AM Southold Town 415 LAKE AVENUE SOUTH ASSUMED TO BE ACCURATE Board of Trustees J NESCONSET, NY 11767-1848 631-277-3337 Website: www.CARMELHILL.com E� L'1� APPROXIMATE GRADE 'ss Vy ' 8.50 EL.13.25 o SECOND F ooR - -- .:,...::•.:,.!,:.,,... Email: CARMELHILL16@gmail.com ,\O o BROWN SILTY SAND "%` TOM&CAROLINE TOSCANO Cf) � ,Ft „!„R'�.L<',,.,t� JA M610 SONS 9 NY 1ADING ATTITU Project Title: 5.50 o PALE BROWN FINE ,' TOSCANO RESIDENCE - - -r--"-- - - \ `n (SP) `P P E p�Q� \ 610 JACKSONS LANDING TOM & CAROLINE TOSCANO \ �- �- 25 b5 S T\ i,.::' <<;t; MATTITUCK, NY 11952 W DJACENT PROPERTY DJACENT PROPERTY WATER ENCOUNTERED /" ' \ 917-440-0916 SERVICED BY PRIVATE SERVICED BY TOWN WELL AND PRIVATE WATER AND PRIVATE / 1 _ SEPTIC SYSTEM !���� ONFudbIILE, ; � �'I DISTRICT 1000 - SECTION 113 - BLOCK 4 LOT 8 SEPTIC SYSTEM i �!°JackAo Landing Sheet Title c� WATER IN PALE BROWN FINE TO MEDIUM SAND \ a SITE PLA N \ 0) (SP) / PLOT PLAN SCALE: 1" = 20'-0" O E?OkC 7 T \"` ^A / F FIRST FLOOR •:. Gte ;: ,nt,n,t5f,� PLOT PLAN INFORMATION OBTAINED FROM SURVEY BY: -t0A"' NATHAN TAFT CORWIN III Nt,:,,r,7 ,::,.,r',,,�t", r BOTTOM OF TEST HOLE i LAND SURVEYOR -8.50 ` - + _ Drawing No. 1586 MAIN ROAD SQUARE FOOTAGE ANALYSIS JAMESPORT, NY 11947 SCALE: 1"= 20'-0" Am2631-727-2090 LOCATION Glenn Goldsmith, Presi' 01/r.0 Town Hall Annex A.Nicholas Krupski,Vice r'resident � 54375 Route 25 John M. Bredemeyer III y P.O. Box 1179 Michael J. Domino 1�_ Southold,NY 11971 Greg Williams � ! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: �l i2/zl �2� Completed in field by: G - Go�o�s-'nA Carmelhill Architects on behalf of CAROLINE TOSCANO requests a Wetland Permit to construct a new 3,242sq.ft. two-story, single-family dwelling with attached two car garage; a 74sq.ft. front roof over entry; and 325sq.ft. two rear decks. Located: 610 Jacksons Landing, Mattituck. SCTM# 1000- 113-4-8 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q- Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 ✓ Ch. 111 SEQRA Type: I II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: 'n VOdSe, C'e,\11e_w rNe•-) 0 mv%5 1 have read & acknowledged the foregoing Trustees comments: Agent/Owner: / Present were: J! J. Bredemeyer M. Domino � G. Goldsmith ✓ N. Krupski G. Williams Other ,.a •,,, - . �:, .rte f. '- ,e.�;;_ ti°-fie;_Sys_���,,,���(( ,� � '!? - ";,�:• � ;.�... T `R • ��A. ��•`�.? �"amu?� � �{` _ .`f `y Y.�• - _ � JJTTZ- ,•., .. 1� y'j�� _ _s � `� ;►���. �� .1�}.. � �.. .. �y� `�� ��� �'y��y,� Vit-�`, +�' ,..'. .� - .# tis.. * � R } •�/��"S. .� �� r� � Ae � 1 - �, .�i.� r ow rq 11 10. ' • 2020 12 . 9 30,44�- S ib Glenn Goldsmith, Presie 1 � �� Town Hall Annex Michael J. Domino °< 54375 Route 25 John M. Bredemeyer III gC3 P.O. Box 1179 A.Nicholas Krupski � �= Southold,NY 11971 Greg Williams -v Telephone(631)765-1892 t- Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD I ilk Date/Time 4 3'-£ Completed in field by: � E 01 . 38 Carmelhill Architects on behalf of CAROLINE TOSCANO requests a Wetland Permit to construct a new 3,242sq.ft. two-story, single-family dwelling with attached two car garage; a 74sq.ft. front roof over entry; and 325sq.ft. two rear decks. Located: 610 Jacksons Landing, Mattituck. SCTM# 1000- 113-4-8 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet _ Public Notice of Hearing Card Posted: Y / N Ch. 275 J Ch. 111 SEQRA Type: I II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: N t s have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: J. Bredemeyer f M. Domino G. Goldsmith ✓N. Krupski ,11� G. Williams Other SURVEY OF LOT �° ' MOP 0� ANT LOT ! JACKSON'S LANDING, DWELLIN FILE No. 5280 FILED MARCH 28, 1969 WELL SITUATE O�� J MATTITUCK S 24323p„ cO�NQ ACICSOM,S' LA� TOWN OF SOUTHOLD �Vy DING SUFFOLK COUNTY, NEW YORK 9.°g. f '?--750.0 13'/ PUASPHALTP AMEN, j x1f-68 S.C. TAX No. 1000-113-04-08 0p� L--302-77- � � SCALE 1"=40' L'302-7 . R_7 CONI, / C.A.T.V. APRIL 4, 2001 40 WELL 50�Q0 x12.3 CURB / JUNCTION BOX - ----- k-100,QQ' o ND MARCH 15, 2002 UPDATE SURVEY ex CONC. MON, AUGUST 20, 2020 UPDATE SURVEY HEDGE _+#-WELL CV 0 3'E' is AREA = 24,221 sq. ft. LTEST HOLE M (TO TIE LINE) 0,556 ac. 1ryc=i / B.5 \ w HEDGE (0 o / 0 5 /� \\ \ cv E. N -�\ \ -10 \x \ RpOF / \ O HED NOTES, ♦O !'��' ��♦ \ W 3.0'E 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM �� �/' ♦ w EXISTING ELEVATIONS ARE SHOWN THUS:10.0 2.3W ✓ ,♦a I �N 2. FLOOD ZONE INFORMATION TAKEN FROM- FLOOD JJ / ♦� FLOOD INSURANCE RATE MAP No. 36103C0481H 2 0 k0 / x u % SHED ZONE AE BASE FLOOD ELEVATIONS DETERMINED X / !\ 4.0'E ZONE X'. AREAS OF 0.2X ANNUAL CHANCE FLOOD; AREAS OF 1X ANNUAL 4O Z w` ♦ CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE, F1zD AREAS CTED BY LEVEES FROM 1X ANNUAL CHANCE FLOOD. CyW$d —_————— '� ♦ ZONE X: AREAS EAS DETERM NED TO BE OUTSIDE THE 0.2X ANNUAL CHANCE FLOG PLAIN. -- -- '- 0 3 - - - 3. ZONING SETBACKS: -' - --- - - - - - -- '�]C Z2 ♦ _ 40' – FRONT YARD , OZ 15' – SIDE YARD � — TEST HOLE DATA 20' - SIDE YARD ZONEX• _------ ♦ ZONE X h d 4. UPLAND AREA = 19,340 sq. 1t. _� _______„_ _ W (TEST HOLE DUG BY McDONALD GEOSCIENCE ON 07/27/2020 AT 9.45am) ZONE AE(EL 8) 6�— 'y -- _ ZONE AE(EL. e)`1 0 EL 8.5' D. -6 BROWN SILTY SAID SM 3' 5/ LOT O x_'2 LAJ _4 _ PALE BROWN FINE SAND SP*0UAD3 PREPARED IN ACCORDANCE WITH THE MINIMUM EDGE OF TIDAL WETLAND AS IDENTIFIED BY ds STANDARDS FOR TITLE SURVEYS AS ESTABLISHED A/ NATHAN CORWIN LAND SURVEYOR ON 084,V2020 O BY THE L.I.AL.S. AND APPROVED AND ADOPTED �Z 3� _ -fix M FOR TITLESUCH OCIAUSE BY THE NEW YORK STATE LAND ^ All, -.FIC -_._ -3 1� _-._EL._].0' - .� - - 7 5' OF y Z T. AII, -_ _All._---- -2 yy 7�� �N L� = \�1I F NE SANDPSP BROWN �� , -- ,— -1 3� 0- ---i--- ------ - -- iM Lift I 11E_LIdE�oW_—— OCT 7 2020 APPARENT,HIGH WATER MARK ♦` ry i �t 2'37'37" W 6.3 W S 87'38 02 } �`;:,';,',,I, 4 r 19 63.48 Foarel stir`5I,5tCF,' m A ^Y.S' ic. NO. 50467 ILI UNAUTHORIZED ALTERATION ADDITION Nathan Taft Corwin , TO THIS SURVEY IS A VIOLATION OF III SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax (631')727-1727- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS, OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 Copyright of Architectural Drawings-These plans are protected by federal law and are subject to copyright protection as an "architectural work"under section 102 of the copyright act, 17 U.S.A. as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990.These drawings are provided as an instrument for construction for the construction project at the address shown on the title block of the drawings and 610 JACKSONS LANDING, MATTITUCK. NY, 11952, 917-440-0916, DISTRICT 1000 - SECTION 113 - BLOCK 4 - L013 they ss shownontt be dfoleblocowthotthe rithnconsentand address shown on the title block without the written consent and compensation of the architect.This protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of the designs. Under such protection, unauthorized use of these plans,work or home ,1111....R - ,. ,r,...... 1111,.... ,,,_,,,�,„,>•w...,,,.,-,.,,,y:,,,,.,, x,,,x..,+,,..R.-"„ -. ,.-..,- ..».W..<..W,sss.-««„»."w, , —,,,-,v ,,:,�q„aw;w<."„u,w,m.«.s,m.<.<«n..w....<>, .. _._. r ., .,.w.....,< :, .. .. , >„«, � < .. ' - °- ” represented,can legally result in the cessation of construction or ,„ ,- WFCM 2018 Nailing Schedule = ' � B I III D I I G D E P A pTp E N-�- NOTES buildings being seized and/or monetary compensation to Carmelhill . V L V fyf� BVI - Architects and/or Edward Koenig. Joint Description Number of Number of Nail Spacing Common Nails Box Nails 2020 RESIDENTIAL CODE OF NEW YORK STATE No. DESCRIPTION DATE ROOF FRAMING 2020 BUILDING CODE OF NEW YORK STATE 1 Rafter To To Plate(Toe Nailed) (see Table 3.4a) (see Table 3.4a) Per Rafter ISSUED FOR DESIGN APPROVAL. 11-1-19 G Ceiling Joist To Top Plate(Toe Nailed) (see Table 3.4a) (see Table 3,4a) Per Joist 2018 WOOD FRAME CONSTRUCTION MANUAL(WFCM) Ceiling Joist To Parallel Rafter(Face Nailed) (see Table 3.9A) (see Table 3.9A) Each Lap 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE 2 ISSUED FOR CONSULTING. 3-16-20 NFPA 70-17 NATIONAL ELECTRICAL CODE Ceiling Joist Laps Over Partitions(Face Nailed) (see Table 3.9A) (see Table 3.9A) Each Lap " ,>:r'$ , 2020 FIRE CODE OF NEW YORK STATE 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 Collar Tie To Rafter(Toe Nailed) (see Table 3.6) (see Table 3.6) Per Tie )d ,` ' "'e ' 'I',JI `: f, CODES. 2- d 2-10d Each End ,'.,” °? + ;" ".:> :c ,�,,r�.�, ,V,. a.'` °'.,tl° ..,` '',: . � i4 - - Blocking To Rafter(Toe Nailed) 8 4 .• �, .,�,' ;s� , , 4 R i DISTRICT 1000 SECTION 113 BLOCK 4 LOT 8 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 216d 316d Each End .a� t > rk; ;=' `., "a.. < x'fh•` 8 «..._ �� _, .. 11 1. ,� =„zSe,, '�:. Rim Board To Rafter(End Nailed) t •• "''f.=x m, `ar,=' _ . ° - • •1.1.11 ZONED RESIDENTIAL ZONED R-40 SIN F Y 5 REVISED WETLANDS COVERAGE 10-2-20 °= `" -1 r•I,, :,:"a .,.� <„ :.' = „ _ _SINGLE FAMILY RESIDENCE o :1''711<.�x<,4 a•3 <.Y` s. _ �.a ..>. t e•^c?3r" ,.iPp < g ♦, r:',s > x �{ I, ' i CALCULATIONS. <.•-- x..t +k- «--1111, 4, ,.=W'',,r e' 4''L 11:11 ._ i,°':, ca'..` , WALL FRAMING ” ,., <;r k n< ;"r'° 1111;,;_ ;.; ,. .a': _1111. _ �•" w' -,, �, . =''� , %_ �'<. -, �,;.-.'.%- ._+,° �3 _gf ',.� „3 _ _ , ^N ., »;�,=Y •? J R-3 SINGLE FAMILY RESIDENTIAL DWELLING OCCUPANCY CLASSIFICATION I 2-16d 2-16d Per Foot _,_, ..._�..._, , .. "� x;,R .,;� a r`s .. ° rh , -.: :e .�t Top Plate To Top Plate(Face Nailed) > y �_, 'Ie I „._ m>;,� �; �,;,„�„ TYPE 5 ORDINARY WOOD FRAME CONSTRUCTION '' `rr,y,^ •b11 'r• ., e ,1111.. .w.- .. `, r .,-.�,:: :r. -3, ".'.i r”.°�' r' >««» e ,° S'° Joints-Each Side �, :4' .. To Plates At Intersections Face Nailed 4 16d ° 5 16d � _ ,,..,_„ b_ ;.: '" .,. �.°M, ,1111 P ( ) ,,..«v'. W._ .> h. ,,, , , t _ _1.111 -111.1 „. ..„>, ar» �,� q,:,;�:t, �;$� �"tk< „ �.'` ' .,",„ �- - _,. e, PROPERTY OWNER: ERIC KOENIG 2-16d 2-16d 24 O.C. �:, ;:,�e," Stud To Stud Face Nailed gy v' �.°' . ''q"; a¢ ;; �> , 'n: ( ) FKt >R.° 4 ♦ .+•-s<- v,«..w,_«.1111..<-. „..,x t c Y D x,,,,1'�' " ,0, -"t _ �a 1111., <> «.. 5<a. " .'�, «««,,, 11_11.-•.�: -''> _ ..».«s... :•a e "�, :Ys,,. '.;- ; .�.,,.. ,; ' `r_ `9�X s•, g` k :a"z «” 1111 ;:x,., �,,< 31 OAKLAWN DRIVE 16d 16d 16"o.c.along edges :_ ;'' i, y. „ r.,, m. .,m , ,`�� :ki ',, -'`-t,. p>.,�, Header To Header(Face Nailed) 9 9 tw ,�° .�_.,,,.._,._._ r _ a ;a r COMMACK NY 1 725 .` " I ._.�"W „» ., M _ ., ,1_111>__«w . . ...,,...» 1111 x, '`amu'"° '. 1 To Or Bottom Plate To Stud(End Nailed see Table 3.5a (see Table 3.5a) Per stud �, m � ,- _ ;; M- 1111 , .. ; :� q;E� `.�:'-«:x, =." ,. ; qp �,. 631-864-7418 J QSCAUQ S_ 1"""""""""""""` _'"ft% 1 I I > a. ,wa». 1.^.,o-« ... "_«, ., �^': f F" a3^�t 3rP$ '.y4," °P .a d., 'Y'``" z'. �'® ;' Per Foot . t °� i 2 16d 2 16dI u" t '�f; ##gg B Plate To Floor Joist Band'oist Endo st11 . ..» 9 Bottom : '� 1 1 :,«.;_•�,._• '•,, �,>� �. '„' •1111 •> •,.,£; " ::,_. ,s: �k (.. °?�_:� »„„. ..«,.,....... ;-�>�,," �'- 1111._. 111;1., , .• f., ,� ;i" x.,. 'k° � ..,,,. - PROPOSED RESIDENCE FOR: TOM AND A ,- a. !"","' , ;., m«,, »_..-"__ # , r..s'_S'" a. .4, < » CAROLINE i C or Blocking Face Nailed ' •x `t •_ < "�°;,, >;' " ., x ;r Fans:. �.,., �, e " a,. F]r ,, " . A s ._1111 t'>' °"°. 1 . 1 ED f°° ,,` S' ti' i �R t�°, .. ;'•.•'. z 3 GEWOOD DRIVE _ „ x . >'' „ . , �...- u;,7 ..,>§';•„ .4"a? '= x ce^ „» •- 11_11._ +' z �? 1111., `r., ,�r,. i �°"" % ,V "t, �-. -. .o-" >..-„ �' " Y '-11,.' - NEW HYDE PARK,NY 11040 __ r 't .Y r,':" .,. '->r''v .. .. t�Y°�Y*an,a �,. .5. '.# <° =a;. a FLOOR FRAMING u• 171 r-j F77 .3r „_ �f ,�' , 917-440 0916 t... +iq.' ...1:%,gip £a a>•_ < �•-'..: «,q.. < nul •r... 1111. 1 " _1 , • as".°',.`„ -'-- ,a°.<,". -%'�`°'`r- .t:,.r.!r,>r;a �. .. .,` -"§,'� ;taw";.' o!t a #4. ;a •, -et'Frw 1N1 tu■ .!R '' $rte <": Per i „�, Pe Jost � _1111, - 4 8d 4 10d , �m € Nailed "€ '- i T ill To Plate Or Girder Toe r' . i Jost To 1' �. . ;.> P ( .' _ .,��> . ;c"" t� w�„ }p £z Na ,. iO°.,'':C. '.4 &a.s sv#�,q F,, - „n,,. -,, ( i < , ,, - w �;�"7`-_1`5.,�T',,',1' :_�:' , ,#, g•,< r PROPERTY ADDRESS: 610 JACKSONS LAN[�ING Each End r ,. �. ur- I III r w. - : t ra. . ; Bridging To Joist Toe Nailed) 2 8d 2-1 0d ”: ::• .�. S,R, z'r . r ,kE e :� c 11'� c:, x e:t i _,„._., _. _ _ __._ �a; t,:''; > .,. • ? :> TTITUCK,NY 119��t i t Toe Nailed 2-8d 2-10d Each End :w.gR-A; °t �- �<; .,�'a �'`' ,, , ,- k.;; ,,, .x.._",4 'a '�< �, Blocking To Jos ( ) x k' ,, "� ><„ m ,,< .«,m.,. . , . 1111,«_., II <,. -,,. _ — . -.> , - . «, w . , .. _ ,.,.,_,-,., . 1111. � , i _. 11 ,� 'w - < ,., ” ,iTr7:y :�i^i,+.,'.:•A .,f�'n°' 1'> ,- 0 �,„,&•,: �*.'� , r te»,.. 3-16d 4-16d Each Block ":r ,.. ,..-° ”; <;-, < '` £ ,... _ p .«. ., ..., �. x _..,,, ,- ... ." , ___. _„ __ �� >:i,', ;.,<"u . Blocking To Sill Or Top Plate(Toe Nailed) ;.,kd, . , <-,, w .�.,* _ __,- r w ,_ = » 'z �+•..a.,,�.",;� .., .., k's. PROPERTY LOCATION: SOUTH SIDE OF JAC•ITSONS LANDING -, e. rx "$ ;;E,,e °,,R . �, �, , zj:5 a. .s" € .* M41„ , � AC-n-1, �: 550.86 FEET EAST Oh MILL Ledger Strip To Beam Face Nailed 3-16d 4-16d Each Joist .,. �4, ._.-. t, _ ,,.> >„ _„ ,°,., 7 ,, , ., > x r „' :> 'A, , - ,.s ROAD �> , ed9 P ( ) .o L\� ,-..#m, , M___ „ 1111.,,., 1111_.,, _„, 11 ,-._ „ „„ ,,,>„ f-°,. Ie, =Yi;4, a;; c F�f,a r .max r q - �, '. ._«._- 1111 ....:M. ,.>..>-„.,»,"-. ,..» Per Joist 3 10d ..'+. 1.ag.<, , ,%r _1111. ,. _ " , «, . .„, «. . >, . ” �:r+ _; ' Joist On Ledger To Beam(Toe Nailed) 3 8d , _1111.._ _.,_1.111„ _._ �.._ , ..,__ m k„, . .� ,•�+' +4::`, . ,<< ,;;.:k z '� ,'{„° <`_ isF'•�` �'” :s �,.(x°," _:a; 3f242 SF TWO STORY RESIDENCE :r'"" -', , � '; <-.. ..q < ; _..... _„ , . -„- „ «, i t Joist End Nailed 3-16d 4-16d Per Joist ,',!; ,,' - ,, • „, ♦"t „. , w. »„. k " b; , Band Jos To o ( ) :>: ,,: ', ., g, ., >..� .r _ 1 111 " x>x �`, � 'C �' a, " 325 SF DECKS 1111. ._ " >,' � �- ..� _, w �° >„11.11 ; q 1111 ° 3 16d Per Foot `a::a`S..sr,1111 f,,,.>:s,::,J xs,"..�. N,;, «. .. .. 1 111.. a.,, rte.'.a,:" >s `t°{ e>:, �, Band Joist To Sill Or Top Plate (Toe Nailed) 2-16d �< , ° + f• _ - � �; - ; b> 74 SFR T�341 ". " 1 15115119 -_,. °, Poi. n s�< /0 ENTRY STOOP , � r;a' '>,,: <�....:# �,,,• g,� `€ ,. , „ '£ <. "s. .,: - '.', fit• ,:rt e' °:�s ,.x.'zr €, "�,,,"j r.? .a 4' 23i., ''s ,.:.:,: $ £ c'CEEC _3.€€' :a A g� =,x�' " a' d` x:Ya: r+ a: $ a ,ICS � fA' ­� :,f° i$' Yf 1 @ r"`«,•.a''e. ;°ate° �17% ,Wl, L'4'Y, . „ .- - . u+ v.� %��% w T M `_S �^ E£ uyg,,, a„„g,R{ ROOF SHEATHING ;w 1 3 t a ` � a , °, . 99 � ” ,,�, Y .. ..6'.. 1111 «1+111 , 'd,y° . ,.. 4 :: 7 ,« . ,, ,,`,�-`­,-, t4 Z . y� x ��',,,�, " e Table 3.10 xa 4� 1' 10d (See a w ,' q : Structural Panels 8d m ( ) 'S Nr '9 9 _ 9 d "a` 3 I 3 t'^ i 6S 7 1111, ({qy % '$ r� $. `t 1111, e'€:: s�-,. CLIMATIC C A Diagonal Boa d Sheathin %g n` �. �.�,.. ND GEOGRAPHIC, D 9 9 �� a3 , r +S t i' «' =r „e -' a t d' f 1 i,i9 c i 2-8d 2 10d Per Support .( _ a ..,�, - Rs,..,a" 1"X6"X1"X8" ii• ,,. � , �+. ,b' � , ',Zli'li' I , �•: e 11_11.. $ i `P�" A,.: „ _:.« GROUND ___.._ 1 a... WIND DESIGN :° SEISMIC f4#.' a" "r 1111._1111. C SUBJECT T DAMAGE _ " y __ _.,._ ... _. 0 GE FROM 1"X 10"Or Wider 3 8d 3-1 0d Per Support ,:"�+", "a e ,:-,, ,,, _, . ._. r °`�"' € 1 °:6 _._ x a SNOW 7, ;,• .,,,, , 111_ . fi= DESIGN „ ' ,, ' « _ _, 1111__-_"«1111 x ,m' m`> , , >, y,0. _ ,.,_....>.. a 1111_, < ;; ;°' LOAD SPEED . 11f',. :; „" « F ,`~i TOPOGRAPHIC SPtCIAL WIND BORNE CATEGORY WEATHERING FROST LINE TERMITE s , " a ... . _,_.. .. � " 1111.,,1111. >-„>,, , „.. , ^;, > a w "'"c a''€7: w a EFFECTS DEBRIS AREA DEPTH , , 'w>,s«+/«# �., i"'`r.:•;. :,�'" >. „ r - :t :i: d! _ .. a b`'�:,€"a,,......--� „1111._-.._......— , <,-__, v'. ._. "r„• .. H % „.•a .. ., - m. ` WIND o ,j°,,' 't '�"4,.0 r t -<, a:r „� . s c ,"' -N a ._...s _.�,' ....1111 y y r'@�,Mi' _ _... - _ �_ . +s% 4 � "''« ., REGION CEILING SHEATHING ,a >a` #Fa '.gg t.� ,"' �p 3yy3 p gp@ .^,' _j ii,^ , ., ,�i i'♦,'os'• ,T .w 3;, >4.,�R ',. °F°..+x, i,....,"...♦t=i:>v 4. d $,` , ,mow #"s T'^ k "- 3 4 ,. •a q, ,qa :� Y* p a, 1 "Feld ..F ' 5d Coolers 7"Edge 0 i s 5d Coolers ��:� •.•«- um Wallboard . . YP .' F 20 . # > +' 9 130 vult N N <_:°' c 0 E NONE WIND B t`z<` f .r <,a �''a BORNE SEVERE :�_ 3'0"T M <<_ `R i . .' 0 OD.TO • }' , ^ ;�., fi R f" See partition legend for < `. . . • t &x 1 '�' �' RR b P f `♦ > J 4t w p ,�, P 9 d $ed' `4' Mv. EB •'♦ • e R' D RIS AREA R � k« � BOTTOM F r O OM 0 HEAVY I z ¢ ks -'S s ,` z`` a fit" C Shear Walls . .` . I; e' e r I ,< �.w ' �' E a , :1 s R". .' 'a '., " �;' �,' XPOSURE B r. Y R t y,, :' �g ` '1` f FOOTING ('fir .t� 7 i RR®`f” % a :3 "! `!,1" •w #� R f ..s 1£111. . .,>S+ T tt $. #.s •-.„:„.'• . & .: w,. `♦ ♦ s r R . R f a R as ..kk.. q It. _ ''a % g J> > °f t+ �- �, €..> r`'b.`' `m,` ( `>J 1 d 1€rA' "S R.+. ':♦'F Y Fn< "__ ] .,$'' Y•'o <»- -<.+wwm..,s is!,� °jA, N R -A , t`f I WALL SHEATHING " _ , ,1111, , 9 r f" . " ,. - ��w e ri , "- ° WINTER DESIGN TEMP. ICE BARRIER REQUIRED FLOOD HAZARDS AIR FREEZE IND :>; _ R.. , < EX MEAN ANNUAL TEMP. See partition legend for " »M • , . " J Wood Structural Panels 8d Common 10d Shear Walls _ � _� Gypsum Wallboard 5d Coolers 5d Coolers 7"Edge/10"Field -� ' ' ` 4 REVISED 6.1ayout a CAD File Name TOSCANO „5=� SEE BELOW WITHIN 2'-0"OF EAVES I ZONE X-FIRM 599 51 Drawn By: Edward Koenig 'o% ,,j _ ._<> PANEL,0481 H FLOOR SHEATHING - �- w; kn » r• CLIMATE ZONE 4A „� "I I " ,` ,•b' a,♦ �,�« Architect's Seal Structural Panels ,<. : : ' , c 11 r ' «, , �.Li''.. 3.... r{. - 't�,is .„ .. 1111:.. , ... < <:•' :;a.:f:;:".•=. ::':'111;1 < ,.,.,� ,,, . -,s;`M V''"-`: INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH IND „ ,..,:x„=,;».., �. ,;;",". 1111 „. >♦,e. _ ,'t-�. 1111 '. 8d 10d 6 Edge/12 Field . ., ,, ,< . . „< ,. .- ,,: r 1 Or Less 9 , " 1 -<,_1111 ,.m <., ,� ,;:. ";,',`F°'' :.,"'°k ., DEGREES FAHRENHEITATA POINT 3 FEETABOVE TFn FLOOR ON THE DESIGN HEATING DAYOOR T20 0 MCNYS 309EMPERATURE .1)SYSTEM DESIGN „ „ „ I ” >. , Greater Than 1 10d 16d 6 Edge/12 Field #=' > DEGREES COOLING DEGREE DAY Y LA E:",,�.. 111:1 > ' ( ) ` . '> _' c.', �" TINS,MINIMUM 75 DE S(N GUARDIA)4811,WINTER g ' ,k , " " .,.o °;a:a,,*-a ., „_,,'.d DESIGN TEMP 15,DRYn 6 89,WEDTEBULB E 5(2020�::�IYS APPDX D ! - . , MINIMUM UNIFORMLY DISTRIBUTED LOADS ,. n: . USE LIVE LOAD DESIGN DEAD 4', ":u:'�f TABLE R301.5 LOAD .'a;t'i UNINHABITABLE ATTICS WITHOUT STORAGE(LESS 1�HAN 42"CLEAR HT) 10 PSF 10 PSF " ' k e " , UNINHABITABLE ATTICS WITH LIMITED STORAGE(MARE THAN 42"CLEAR HT) 20 PSF 10 PSF HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 PSF 10 PSF �1. ^ r" BALCONIES(EXTERIOR)AND DECKS 40 PSF 10 PSF _ FIRE ESCAPES 40 PSF 10 PSF ,'4�!.�:���, -_, GUARDRAILS AND HANDRAILS 200 PSF 10 PSF GUARD IN-FILL COMPONENTS 50 PSF 10 PSF TOM &CAROLINE TOSCANO PASSENGER VEHICLE GARAGES 50 PSF AS PER PLAN CA R M E L H I L L ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 10 PSF 610 JACKSONS LANDING MATTITUCK, NY 11952 SLEEPING ROOMS 30 PSF 10 PSF STAIRS ARCHITECTS y` 40 PSF 10 PSF V z11 11, lt.) q. ROOF LOADING(LIVE=GROUND SNOW LOAD ADJUSTMENTS AS PER TABLE 20 PSF 12 PSF FOR Y R301.2(5)OF THE 2020 RCNYS ATTIC I 15 PSF FOR �] �, s CATHEDRAL s„ 111 . /+144, �.` :. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS :.,"` ,,,:,a,.,., , rll n*= TABLE R301.7 r''R' , '3 Ja,.f,san LanUinq STRUCTURAL MEMBER ALLOWABLE DEFLECTION q.. <,a RAFTERS HAVING SLOPES GREATER THAN 3:12 WITH FINISHED CEILING NOT ATTACHED TO RAFTERS L/180 � INTERIOR WALLS AND PARTITIONS H/180 L/360 I 77 n .,YS SHEET INDEX CEILINGS NGS WITH BRITTLE FINISHES(INCLUDING PLASTER AND STUCCO) L/360 WWW, A C RMELHILL.COM s NO. TITLE CEILINGS WITH FLEXIBLE FINISHES(INCLUDING GYPSUM BOARD) L/240 L/240 ALL OTHER STRUCTURAL MEMBERS Architecture Firm: R Y ,,y " "._ A-1 TITLE SHEET EXTERIOR WALLS-WIND LOADS a.WITH PLASTER STUCCO FINISH H/360 p•" 9 1. 1 IA-2 SITE PLAN EXTERIOR WALLS-WIND LOADS a.WITH OTHER BRITTLE FINISHES H/240 CAR M E L H I L L ARCHITECTS EXTERIOR WALLS-WINDOW LOADS a.WITH FLEXIBLE;FINISHES H/120 d. EDWARD KOENIG - R.A., A.I.A. l�(,{a:t!N-7,141"-'', �C A-2.5 SITE DETAILS LINTELS SUPPORTING MASONRY VENEER WALLS e. L/600 415 LAKE AVENUE SOUTH LOCATION M,� A-3 SPECIFICATIONS NOTE:L=SPAN LENGTH H=SPAN HEIGHT N ESCONSET, NY 11767-1848 THERMAL BOUNDARY PLANS & PLUMBING THE WIND LOAD SHALL BE PERMITTED TO BETAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING(ASD)LOADS OBTAINED FROM 631-277-3337 A-4 TABLE R301.2(2)' Website: www.CARMELHILL.com RISERS ` " ` "'"' ""'""''`' FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TYVICE THE LENGTH OF THE CANTILEVER. Email: CARMELHILL16@gmail.com ,.:7: ta,, FY,! . }' A-5 FOUNDATION PLAN ti,,:-v:,,,,., 7 .. � : \,,,;,,n,r�,:�, — SEE CODE FOR LIMITATIONS CONCERNING ALUMINUfyi PANELS. n,,,•,k, ,,,`,,`.i.„ ,' \ � 610 TOMJAC SONS LANDING&CAROLINE �� A-6 FIRST FLOOR CONSTRUCTION PLAN 1. ` � DEFLECTION FOREXTERIOR WALLS WITH INTERIOF;GYPSUM BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE DEFLECTION OF Project Title: ..>. MATTITUCK, NY 11952 A-7 SECOND FLOOR CONSTRUCTION PLAN REFS / �''- � � -h,.' TOSCANO RESIDENCE "Ill',..(iii,:,,x R ,,.•; REFER TO SECTION R703.8.2 A-8 ROOF PLAN TOM & CAROLINE TOSCANO > r: ,,., ., ,A1,�. A-9 ELECTRICAL PLANS GLAZED OPENING PROTECTION 610 JACKSONS LANDING / C,:,R "i'`�P`,JC-•nN1 "�,€• ,:r ` MATTITUCK, NY 11952 E,i.Rr,;n!' A-10 ELEWATIONS ^� ALL GLAZED OPENINGS SHALL COMPLY WITH THE PRQTECTION REQUIREMENTS FOR CONSTRUCTION IN WIND BORNE DEBRIS 917-440-0916 ' t" I r �" AREAS.ALL PROPOSED WINDOW AND GLAZED DOOR OPENINGS SHALL BE PROTECTED WITH PRECUT PLYWOOD PANELS AS DISTRICT 1000 - SECTION 11 - - 1 ONES;MILE% ' '� A-11 ELEVATIONS DETAIL IN THESE DRAWINGS AND IN ACCORDANCE WITH R301.2.1.2 OF THE 2020 RCNYS.SEE DETAIL SHEET FOR SPECIFICATIONS. 3 BLOCK 4 LOT 8 1QJ.kso„Lard>rp :• 1; ?4.,;1:1!g;c',ius£f,3 A-12 S ECT I O N S •, Sheet Title s A-13 DETAILS �. '{ n '11;11: Copyright of Architectural Drawings-These plans are protected by BUILDING DEPARTMENT NOTES federal law and are subject to copyright protection as an ROOF DRAINAGE CALCULATIONS "architectural work" under section 102 of the copyright act, 17 2020 RESIDENTIAL CODE OF NEW YORK STATE U.S.A. as amended December 1990 and known Architectural Works Copyright Protection Act of 1990.These drawings are DRAINAGE CALCULATIONS FOR 3"RAINFALL 2020 BUILDING CODE OF NEW YORK STATE provided as an instrument for construction for the construction NAME OF AREA UNDER CONSIDERATION project at the address shown on the title block of the drawings and 2018 WOOD FRAME CONSTRUCTION MANUAL WFCM they may not be used for any project other than that listed at the AREA: 1,973.86 SF 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE address shown on the title block without the written consent and CALCULATION RATE: 100% IMPERVIOUS WITH 3 INCH RAINFALL NFPA 70-17 NATIONAL ELECTRICAL CODE compensation of the architect.This protection includes but is not VOLUME: 1973.86 X 1.00 X 3/12 FT= 493.47 C.F. 2020 FIRE CODE OF NEW YORK STATE limited to the overall form as well as the arrangement and composition of spaces and elements of the designs. Under such 8 FT. DIA. RING= 42.24 C.F. PERVERT. FT. DISTRICT 1 000 - SECTION 113 - BLOCK 4 - LOT 8 protection, unauthorized use of these plans,work or home REQUIRED DEPTH: 493.47 /42.24 C.F. PERVERT. FT. = 11.68 VERT. FT. REQUIRED represented,can legally result in the cessation of construction or ZONED RESIDENTIAL SINGLE FAMILY RESIDENCE buildings being seized and/or monetary compensation to Carmelhill PROVIDED DEPTH: 12 VERTICAL FEET Architects and/or Edward Koenig. (3)4 FT. DEEP POOLS R-3 SINGLE FAMILY RESIDENTIAL DWELLING OCCUPANCY CLASSIFICATION TYPE 5 ORDINARY WOOD FRAME CONSTRUCTION PROPERTY OWNER: ERIC KOENIG NO. DESCRIPTION DATE 31 OAKLAWN DRIVE COMMACKMMACK,NY 11725 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 631-864-7418 2 ISSUED FOR CONSULTING. 3-16-20 PROPOSED RESIDENCE FOR: TOM AND CAROLINE TOSCANO 31 EDGEWOOD DRIVE 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 NEW HYDE PARK,NY 11040 CODES. 917-440-0916 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 PROPERTY ADDRESS: 610 JACKSONS LANDING 5 REVISED WETLANDS COVERAGE 10-2-20 MATTITUCK,NY 11952 CALCULATIONS. PROPERTY LOCATION: SOUTH SIDE OF JACKSONS LANDING 550.86 FEET EAST OF MILL ROAD 3,245.9 S.F.TWO STORY RESIDENCE 4 325.07 S.F.DECKS 73.79 S.F.R/O PATIO � � L ARENT HIGH WATERS 4 63.48 AB _ - 182 3�,-3�„ _ _ _ - - - - - - - - - PLOT PLAN LINE TYPE LEGEND _ o_n 2-w _ _ _ - - - - - _- - - -1 - - - - - - PLOT PLAN BUILDING FOOTPRINT _ _ AREA CALCULATIONS - - - PLOT PLAN TERRAIN NEIGHBORS 3--- - - - - - - _ PROPERTY AREA: 24,222.17 SF - - - PLOT PLAN TERRAIN PERIMETER _1- - - - ED-GE-OFFIDAL WETLANDS AS _ _ - - - _ IDENTIFIED BY NATHAN CORWIN CANIS - FLOOR AREA RATIO CALCULATIONS: ER EXISTING WATER PLOT PLAN WATER EXISTING 4 SURVEYOR ON-8-20--2020 _ _ _- PROPOSED FIRST FLOOR 1784.1 SF PROPOSED WATER PLOT PLAN WATER PROPOSED _ - PROPOSED SECOND FLOOR 1457.83 SF F<,a� _ PROPOSED R/O PORCH#1 73.79 SF TE EXISTING WASTE PLOT PLAN WASTE EXISTING TOTAL AREA: 3315.72 SF FLOOR AREA RATIO: 13.69% % PROPOSED WASTE PLOT PLAN WASTE PROPOSED - 3 GAS EXISTING GAS PLOT PLAN GAS EXISTING 14 LIMIT OF 40 FOOT DEC BUFFER­ LOT COVERAGE CALCULATIONS 3s G Z -n rn PROPOSED FIRST FLOOR 1784.1 SF AS PROPOSED GAS PLOT PLAN GAS PROPOSED FOR NON-GROUND �' -c ZP. m � o PROPOSED R/O P0RCH#1 73.79 SF DISTURBANCE INSTALL oo , _ _ -' 4 TOTAL AREA: 1857.89 SFJ.L. 0.H. - U.L; EXISTING OVER HEAD UTILITY LINES F� EROSIOf�C-0NTROL MEASURES N 6 - ° ° LOT COVERAGE RATIO: 7.67/o /° 4 ONSISTING OF HAY BALES OZ m 25 FOOT BUFFER FROM ESF x - ESF - - EXISTING WOOD STOCKADE FENCE _ _ _ - AND STACKED SILT FENCING. m y APPROVED STRUCTURE - - - - - _ -4- - - - - °'- NO GROUND DISTURBANCE ZONING REVIEW PSF X - PSF X PROPOSED WOOD STOCKADE FENCE - m LIMITS. NO DISTURBANCE TO I N SEAWARD OF THIS LINE. , , NaLIRAL VEGETATION OR REQUIRED PROVIDED PASS NO(SEE EVF X - EVF - - EXISTING VINYL FENCE _ TOPOGRAPHY_SEAWARD OF cNo ppT gUFFEs E THIS LINA MINIMUM BUILDING LOT 40000.00 24222.17 SECTION 280 PVF X - PVF X PROPOSED VINYL FENCEG 0�46F _ P - EOP - EOP - EXISTING OPEN PICKET-VISIBLE THROUGH-FENCE MINIMUM LOT WIDTH 150.00 126.96 NO _ - i MINIMUM LOT DEPTH 175.00 219.51 YES CAD File Name: TOSCANO REVISED 6.layout -5 - - - - - -- _ w _ - 6 P POP - POP - - PROPOSED OPEN PICKET-VISIBLE THROUGH-FENCE ZONE AE Drawn By: Edward Koenig - - - _ � N r) EL.8) FRONT SETBACK 40.00 41.00 YES -� f __ = SIDE SETBACK ONE 15.00 19.40 YES ECL - X - ECL - EXISTING CHAIN LINK FENCE UA ZONE X" SIDE SETBACK TWO 15.00 36.36 YES AGGREGATE SIDE SETBACK 35.00 55.76 YES PCL X - PCL Architect's Seal W � � X PROPOSED CHAIN LINK FENCE REAR SETBACK 50.00 115.19 YES HEIGHT IN STORIES 2-1/2 2 YES ZONE AE EL -7 HEIGHT IN FEET 35.00 30.01 YES O E o MAXIMUM LOT COVERAGE 20.00% 7.67% YES . X STACK F`( .Q o R_TAINING W LL. c 4 � � SEE DTL. 1/A-2.5 - - -_ -7 - - - _ � / N 0 (� LOT COVERAGE CALCULATIONS ' CY) Q - �- 8 BUILDING FOOTPRINT: 1784.1 SF �3\ �� 0 PROPOSED R/O PORCH#1: 73.79 SF \ / A FRONT ENTRY STAIRS 14.57 SF �� i \ l PROPOSED DECK#1 FIRST FLOOR 254.05 SFS' - 1 19. \ 25.58 ��' _ - E PROPOSED DECK#2-SECOND FLOOR 71.38 SF P 0 - TOTAL IMPREVIOUS AREA: 2197.89 SF 2O NON-WETLANDS LOT COVERAGE%: 11.34% % 1 / 1 (0 P Sd _ E GRA L ; / CARMELHILL b VEW- / PROPOSED \ 1 N EL / �0 / WATE4SERVICE ARCHITECTS 1 � 19.40 PROPOSED PROPOSED �5 o - / �o ` 36!3f ;:'' ,.: UNDERGROUND SEPTIC TANK OP / UTILITIES -1-9 \ /' .. /' '. / // FUTURE PROPOSED 1'2 EXPANSION ADJACENT PROPERTY LEACHING \\ ` O \ \ LE / AREA SERVICED BY PRIVATE POOLS (5) C WELL AND PRIVATE SEPTIC SYSTEM ADJACENT PROPERTY o' SERVICED BY TOWN _ 8V L - / G). ,_ WATER AND PRIVATE D=6Lx\ WAL A - _- _ '" �� SEPTIC SYSTEM www.CARMELHILL.COM 10(1.01Architecture Firm: P�P����� 88.75'TO WELL - - _ - 4 12.3 CARMELHILL ARCHITECTS WELL j, --- - �' R=750. 0 BC EL.11.19 - - TEST HOLE DATA / Bc EL.12.47 5-0.86 TEST HOLE BY MCDONALD GEOSCIENCE 4 EDWARD KOENIG - R.A., A.I.A. 7-27-20 9-45 AM 415 LAKE AVNUOUH JACKSON'S LANDING , � ' ASSUMED TO BE ACCURATE NESCO SETENYE S767T 848 631-277-3337 o EL.11.68 APPROXIMATE GRADE , Website: www.CARMELHILL.com 1 EL'1-3.25 8 50 SECOND FLOOR -- �..'�,-,,::,,.,r.,.,.,.,s Email: CARMELHILL16@gmail.com ,\O o BROWN SILTY SAND TOM& CAROLINE TOSCANO `o (SM) / /Ix` 610 ACKSONS LANDING MATTITU NY 11952 Project Title: 5.50 T_ - _-- - \ PALE BROWN FINE �/ � �"• TOSCANO RESIDEN .F \ o C 4FT _______ _ \ �; (SP) D�QP,\SE�\ � TOM & CAROLINE TOSCANO \2�4b5T , «,,,;� ,,.:.,f ,,,:t \ 610 JACKSONS LANDING \ MATTITUCK, NY 11952 WATER ENCOUNTERED ADJACENT PROPERTY ADJACENT PROPERTY \ \ \ \ / / SERVICED BY PRIVATE j 917-440-0916 SERVICED BY TOWN 1.00 WELL AND PRIVATE ����. m =I DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 -'' 61°Jnekson Wndinq '• SEPTIC SYSTEM WATER AND PRIVATE ONE,MILE, SEPTIC SYSTEM ' a Sheet Title 1 ' r WATER IN PALE BROWN IFINE TO MEDIUM SAND SITE PLAN PLOT PLANi R OR OCT ] SCALE: 1"=20'-0" 7 T FIRST FLOOR "' -"'°'^^_• _ PLOT PLAN INFORMATION OBTAINED FROM SURVEY BY: ,,,,`. •,.,T.} ,,, EF :\"` s"``°n NATHAN TAFT CORWIN III BOTTOM OF TEST HOLE r, ,,.,•,: �,,:,, yr` Drawing No...-.._-r_: LAND SURVEYOR -8.50 `- c� s� 1586 MAIN ROAD SQUARE FOOTAGE ANALYSIS JAMESPORT, NY 11947 SCALE: 1"=20'-0" LOCATION M, AP R=2 631-727-2090 Copyright of Architectural Drawings-These plans are protected by federal law and are subject to copyright protection as an "architectural work"under section 102 of the copyright act, 17 U.S.A. as amended December 1990 and known as Architectural FIRST FLOOR Works Copyright Protection Act of 1990.These drawings are provided as an instrument for construction for the construction project at the address shown on the title block of the drawings and they may not be used for any project other than that listed at the VENT WITH INSECT/ address shown on the title block without the written consent and RODENT SCREEN compensation of the architect.This protection includes but is not limited to the overall form as well as the arrangement and TOPPING FOR GRASS AREAS TO BE composition of spaces and elements of the designs. Under such 3-1/2" MIN.TOP SOIL FINISHED TO protection, unauthorized use of these plans,work or home GRADE.TRENCHING THROUGH TOWN represented, can legally result in the cessation of construction or ROADWAYS SHALL BE FINISHED TO buildings being seized and/or monetary compensation to Carmelhill 4"THICK 4,000 PSI POURED CONCRETE SLAB COMPLY WITH TOWN OF ISLIP TYPICAL BACKFILL IN EXCESS OF 9" BELOW PAVEMENT Architects and/or Edward Koenig. SIDEWALK WITH 6"X 6"W1.4 X W1.4 W.W.F. OR ROAD SECTION DETAIL 1/A-6. SOILS SUB-GRADE TO BE COMPACTED TO 90% ADJACENT OR SEEDED GRASS WITHIN 9"OF PAVEMENT SUBGRADE _ " 1'-0" MIN. AASHTO T-99 EXPANSION JOINT 1/2"THICK PREMOLDED COMPACTED TO 95% OF MAXIMUM N.T.S NO. DESCRIPTION DATE DENSITY PER AASHTO T-99 NOTES: 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 6" ADJACENT CONCRETE ONLY TOP OF CURB ELEVATION (TC) /\\/\\/\ \ — ALL INSTALLATIONS TO COMPLY WITH PSEG 2 ISSUED FOR CONSULTING. 3-16-20 COPING CAP STONE —) I I—III �� �\ �� �� �\ III=I OF LONG ISLAND SPECIFICATIONS AND Ar 1-1/2" RADIUS BULLNOSE SAWCUT EXISTING PAVEMENT 2'-0" + + ; i +:: -I FINISHED GRADE -III=I I I REQUIREMENTS FOR ELECTRIC 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 o BOTTOM OF CURB ELEVATION (BC) BEYOND TRENCH WHERE REQUIRED I , INSTALLATIONS 2012 EDITION AND THE LATEST CODES. =1 I I :- ;::• : I I 1=1 �,o FOR PAVEMENT RESTORATION —III=I ' =III EDITION OF THE NEC. 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 CONCRETE ADHESIVE BETWEEN EACH o�oo ° _ t;; , i:; :; ':;:; _ a a i ADJACENT PAVEMENT 1=III ':":' ;' c •c: ;:>: : ; III= COURSE OF BLOCK, LENGTHWISE -III= m UNDERGROUND INSTALLATIONS BY THE 5 REVISED WETLANDS COVERAGE 10-2-20 r 'r' CUSTOMER, FROM HIS SERVICE EQUIPMENT CALCULATIONS. 1111111 BACKFILL =III a BASE SUBCOURSE TO HIS PROPERTY LINE, MUST MEET MINIMUM II ` III=I .''•':'•:j'•:�- ''•:''•: 12" DEEP WELL DRAINING 3/4" DIA. CRUSHED GRAVEL —' I I-I ,• ;.a: ;;•,•;:r,•:,,: ..•.=I I REQUIREMENTS OF LIPA, NEC AND LOCAL I—III • I = HEAVY TACK COAT(ALONG ADJACENT _ i:' :,;;:.:; ;,:: ; • _ o 1 III=I —III ;.a;is;,,,.. III- MUNICIPAL CODES. I=1T _ _ PAVEMENT I I=I ' ":�; •:;:;� ;�:;.f:;:;;•;::'•'=1 I I �= LECT INTERLOCKING PRECAST CONCRETE UNITS •''"' r C SERVICE CABLE IN `a I I ' .>iY: .,: i: ra' =— RI CONCRETE CURB -4,000 PSI (EXPANSION JOINTS 1=1 ' ;,•,;i,;,•,;A^ — —CONDUIT =III-1 — — —III=III 14'0.C. MAX.) _ "X 16"COMPACTED GRAVEL AGGREGATE BASE I I _ — -I I I111III(III�III-IICtII IT�III111Tilllllml III III I III =— COMMUNICATIONS FACILITIES ; .1.:; #4 REBAR, CONTINUOUS,TOP AND BOTTOM (VERIZON OR CABLEVISION) STABILIZED SUBGRADE (MIN. 95% COMPACTION) GAS SERVICE DRY STACK RETAINING WALL DETAIL r2CONCRETE CURB DETAIL UNDERGROUND ELECTRIC SERVICE TRENCH DETAIL SHOUSE TRAP DETAIL A-3 SCALE: 1/2" = V-0" A_3 SCALE: 1"= V-0" A-3 SCALE: 1" = 1'-0" A_3 SCALE: 1/2"= V-0" SEDIMENT CONTAINMENT AREA 5'-0" MIN. (N.T.S.) 36"WOOD POST MESH REINFORCEMENT (IF NECESSARY) ��� - - ;PI SILT FENCE GEOTEXTILE I x x x I Z N ' x X,, TOE OF SLOPE - X XL GFX X XX xi x x FLOW _ I ANGLE FIRST STAKE x x xx x 11 x X I EXISTING x% Xx I x I GRADE TOWARDS PREVIOUSLY x CAD File Name: TOSCANO REVISED 6.1ayout IL LAID BALE �'x x x ®x x x x l x — y• g Ix xX'x I X Drawn B Edward Koenig II� III III x X—X x Z 11 x X %x x x x X x x x x Architect's Seal � ' x I EXCAVATE, BURY SILT FENCE, x X x x x FABRIC,AND BACKFILL/ X Xx xxx,x x x I x COMPACT EXCAVATED �X X x x x x X x X x III x UND BALES PLACED ON ; R FLOW xX — CONTOUR F;r 4"*I X x X I x X) x X IXX xxl x SILT FENCE NOTES: // yl =ll=111=1=111= X/ Xi Ell III-III—III x (2)RE-BARS OR 2"X 2"WOOD „ �........._ = 111= I= x ' 1. SILT FENCE ASSEMBLIES SHALL BE PLACED A MINIMUM OF 5.0 FEET FROM -11 —1�=�=111=1=III IIrIII=111=11—I 1=III—III x xx x x STAKES PLACED 1.5'TO 2.0' IN -- -i l I-�-111=>TT—III=1TI—I—iTf—Ili—�=i11 III- - — — THE TOE OF SLOPE, 10.0 FEET PREFERRED,TO PROVIDE ADEQUATE AREA 11 IT II 11 —HIT—m— _ GROUND. DRIVE STAKES FLUSH ! -�I I-1T_I—I 11=1—T_I-1 FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEDIMENT r—TT-Tfi—III=1�=11�-111=Iii=� WITH TOP OF BALE. CONTAINMENT AREA. 2. SILT FENCE GEOTEXTILE MATERIALS SHALL BE EITHER POLY-FILTER X, BEDDING DETAIL ANCHORING D ETA I L MIRAFI 100X, STABLINKAT140N, OR FROM THE CURRENT NEW YORK STATE DEPARTMENT OF TRANSPORTATION APPROVED LIST OF GEOSYNTHETICS NOTES: FOR HIGHWAY CONSTRUCTION. CA R M E L H I L L 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ROW WITH ENDS TIGHTLYABUTTING THE 3. POSTS MAY BE 2"X 2" (MIN.) HARDWOOD OR 2"X 4" (MIN.)SOFTWOOD. ADJACENT BALES. DRAINAGE AREA SHALL BE NO MORE THAN 1/4 ACRE PER 100 FEET OF STRAW BALE FOR SLOPES LESS THAN POSTS SHALL BE SPACED AT EITHER 4.0 FEET OR 6.5 FEET AND MAY OR 25%• ARCHITECTS MAY NOT REQUIRE MESH REINFORCEMENT AS PER THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION APPROVED LIST OF GEOSYNTHETICS 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL MINIMUM OF FOUR(4) INCHES AND PLACED SO THE BINDINGS ARE HORIZONTAL. FOR HIGHWAY CONSTRUCTION. 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO WOOD STAKES OR REBARS DRIVEN THROUGH THE BALE. THE 4. THE APPROVED LIST OF SILT FENCE GEOTEXTILE MATERIALS IS AVAILABLE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE BALES UPON REQUEST AT THE TOWN OF SMITHTOWN ENGINEERING DEPARTMENT. TOGETHER. STAKES SHALL BE CENTERED AND DRIVEN FLUSH WITH EACH BALE. 5. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-HALF 4. PERIODIC INSPECTIONS AND MAINTENANCE SHALL BE PROVIDED AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLYAS OF THE MEASURED HEIGHT OR AS NEEDED. SEDIMENT SHALL BE REQUIRED. SEDIMENT SHOULD BE REMOVED WHEN IT REACHES A DEPTH OF ONE-HALF THE BALE HEIGHT. SEDIMENT SHALL BE DISPOSED OF BY THE CONTRACTOR AS UNSUITABLE MATERIAL. DISPOSED OF AS UNSUITABLE MATERIAL. 6. AFTER REMOVAL,THE AREA BENEATH SILT FENCE SHALL BE RESTORED TO 5. BALES SHALL BE REMOVED AT THE COMPLETION OF THEIR USEFUL LIFE SO AS NOT TO IMPEDE STORM FLOW OR DRAINAGE. ITS ORIGINAL STATE. 6. AFTER REMOVAL,THE AREA BENEATH THE BALES SHALL BE RESTORED TO ITS ORIGINAL STATE. OSILT FENCE DETAIL - SMITHTOWN STRAW BALE DETAIL - SMITHTOWN www.CARMELHILL.COM A-3 SCALE: 1"= V-0" A_3 NOT TO SCALE Architecture Firm: CARM ELH I LL ARCHITECTS EDWARD KOENIG - R.A., A.I.A. 415 LAKE AVENUE SOUTH NESCONSET, NY 11767-1848 631-277-3337 Website: www.CARMELHILL.com Email: CARMELHILL16@gmail.com Project Title: TOSCANO RESIDEN ,F TOM & CAROLINE TOSCANO 610 JACKSONS LANDING MATTITUCK, NY 11952 917-440-0916 DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 Sheet Title SITE DETAILS I /-,r^'T Drawing No. = ■ GENERAL P IFI CATIONS 2.WINDOWS ARE TO BE MANUFACTURED BY ANDERSEN WITH LOW"E"GLASS,SERIES 400. 11.BUILDING ENVELOPE TIGHTNESS VERIFIED BY BLOWER DOOR TEST @ 50 PA.<=3 ACH IN CLIMATE ZONES 3-8 AS PER SECTION 8.ATTACHMENT OF ALL SIDING SHALL BE IN CONFORMANCE WITH TABLE TABLE R703.3(1)OF THE 2020 RCNYS. Copyright of Architectural Drawings-Thlprotected b 8402.4.1.2 OF 2020 ECCCNYS. These pans are P Y 1.ALL CONSTRUCTION COMPLY FULLY WITH THE 2020 RCNYS,2020 ECCCNYS,2018 WOOD FRAME CONSTRUCTION MANUAL(WFCM), 3.THE EXTERIOR WIND DESIGN PRESSURE FOR WINDOWS IN: 9.ALL FLASHING SHALL COMPLY WITH SECTIONS R703.4,R703.8.5,R903.2,R905,AND 8905.2.8 OF 2020 RCNYS. federal law and are subject to copyright protection as an NFPA 70 STANDARD"THE NATIONAL ELECTRICAL CODE",AND THE APPLICABLE PROVISIONS OF O.S.H.A..ALL CONSTRUCTION AND WALL ZONE 4=13.6/-15.0 12.PROGRAMMABLE THERMOSTATS SHALL BE INSTALLED ON FORCED AIR FURNACES IN COMPLIANCE WITH SECTION R403.1.1 OF 2020 11 architectural work under section 102 of the copyright act, 17 CONSTRUCTION METHODS MUST COMPLY WITH ALL FEDERAL,STATE,AND LOCAL CODES,ORDINANCES,RULES,AND REGULATIONS. WALL ZONE 5=13.6/-15.0 ECCCNYS,2020 RCNYS,AND 2020 MCNYS. 10.ALL INSTALLED INSULATION IS LABELED OR THE INSTALLED R-VALUES PROVIDED AS PER SECTION R303.1 OF 2020 ECCCNYS. U.S.A. as amended December 1990 and known as Architectural ALL REQUIREMENTS IN THE CODE:SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR,OR SHOWN ON THE DRAWINGS. Works Copyright Protection Act of 1990.These drawings are 4.U-FACTORS OF FENESTRATION PRODUCTS ARE DETERMINED IN ACCORDANCE WITH THE NFRC TEST PROCEDURE OR TAKEN FROM 13.PROGRAMMABLE THERMOSTATS INSTALLED FOR CONTROL OF PRIMARY HEATING AND COOLING SYSTEMS AND INITIALLY SET BY 11.CEILING INSULATION INSTALLED PER MANUFACTURER'S INSTRUCTIONS.BLOWN INSULATION MARKED EVERY 300 FT2 AS PER provided as an instrument for construction for the construction 2.CONTRACTOR SHALL VERIFYALL DIMENSIONS AND CONDITIONS ON THE JOB BEFORE START OF CONSTRUCTION.ARCHITECT'S OFFICE THE DEFAULT TABLE AS PER SECTION R303.1.3 OF 2020 ECCCNYS. MANUFACTURER TO CODE SPECIFICATIONS AS PER SECTION R403.1.1 OF 2015 ECCCNYS. SECTION R303.1.1.1 AND R303.2 OF 2020 ECCCNYS. • IS TO BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE PLANS.WRITTEN DIMENSIONS project the address shown on the title block the drawings and SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.LARGER SCALE DETAILS AND PLANS SHALL HAVE PRECEDENCE OVER 5.FENESTRATION THAT IS NOT SITE BUILT IS LISTED AND LABELED AS MEETING AAMA/WDMA/CSA 101/I.S.2/A440 OR HAS INFILTRATION 14.THERMOSTATS MUST BE CAPABLE OF BEING SET DOWN TO 55 DEGREES F OR LOWER FOR HEATING AND UP TO 85 DEGREES F OR 12.WALL INSULATION IS INSTALLED PER MANUFACTURER'S INSTRUCTIONS AS PER SECTION R303.2 OF 2020 ECCCNYS. they mayy not be used for any project other than t that listed at the SMALLER SCALED PLANS.CONTRACTOR SHALL VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK,OBTAIN RATES PER NFRC 400 THAT DO NOT EXCEED CODE LIMITS IN COMPLIANCE WITH 2020 RCNYS,2020 ECCCNYS,AND RESCHECK. MORE FORE COOLING.THERMOSTATS FOR BOTH HEATING AND COOLING MUST HAVE A DEADBAND(TEMPERATURE RANGE WHERE address shown on the title block without the written consent and . ALL DIMENSIONS TO INSURE THE PROPER STRENGTH, FIT,AND LOCATION OF THE STRUCTURAL WORK.REPORT TO THE OWNER AND NO HEATING OR COOLING TAKES PLACE)OF AT LEAST 5 DEGREES F.HEAT PUMPS REQUIRE A THERMOSTAT CAPABLE OF PREVENTING 13.A PROTECTIVE COVERING IS INSTALLED TO PROTECT EXPOSED EXTERIOR INSULATION AND EXTENDS A MINIMUM OF 6 IN.BELOW compensation of the architect.This protection includes but is not CARMELHILL ARCHITECTS ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT THE PROPER 6.GARAGE DOORS TO BE CLOPAY OR AMARRE, INSULATED,PUSH UP,OVERHEAD SECTIONAL.PROVIDED WITH AUTOMATIC GARAGE BACK-UP HEAT FROM OPERATING WHEN THE HEATING REQUIREMENTS CAN BE MET BY THE HEAT PUMP ALONE. GRADE AS PER SECTION R303.2.1 OF 2020 ECCCNYS. limited to the overall form as well as the arrangement and EXECUTION AND COMPLETION OF:THE NEW WORK.NOTIFY OWNER AND CARMELHILL ARCHITECTS OF ALL CHANGES. DOOR OPENER BY GENIE OR CHAMBERLAIN.PROVIDE TWO CAR REMOTES AND DOOR FRAME KEYPAD ENTRY.PROVIDE SAFETY I composition of spaces and elements of the designs. Under such BEAM CLOSURE PROTECTION. 15.HEAT PUMP THERMOSTAT INSTALLED ON HEAT PUMPS AS PER SECTION R403.1.2 OF 2020 ECCCNYS. 14.VENTED ATTICS WITH AIR PERMEABLE INSULATION INCLUDE BAFFLE ADJACENT TO SOFFITAND EAVE VENTS THAT EXTENDS OVER protection, unauthorized use of these plans,work or home 3.EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING HIS WORK DURING DEMOLITION AND INSULATION AS PER SECTION R402.2.3 OF 2020 ECCCNYS. represented,can legally result in the cessation of construction or CONSTRUCTION AGAINST DAMAGE,BREAKAGE,AND COLLAPSE,ACCORDING TO APPLICABLE CODES,STANDARDS,AND METHODS OF 7.GARAGE ENTRY DOOR TO BE ONE HOUR RATED,SELF CLOSING,WITH LOCK SET AND DEAD BOLT. 16.HOT WATER BOILERS SUPPLYING HEAT THROUGH ONE-OR TWO-PIPE HEATING SYSTEMS HAVE OUTDOOR SETBACK CONTROL TO GOOD PRACTICE. LOWER BOILER WATER TEMPERATURE BASED ON OUTDOOR TEMPERATURE AS PER SECTION R403.2 OF 2020 ECCCNYS. 15.ATTIC ACCESS HATCH AND DOOR INSULATION zR-VALUE OF THE ADJACENT ASSEMBLY AS PER SECTION R402.2.4 OF 2020 ECCCNYS. buildings being seized and/or monetary compensation to Carmelhill 8.THE HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT IS 1.00 FOR TERRAIN EXPOSURE B FOR A MEAN ROOF HEIGHT OF 25 AS PER Architects and/or Edward Koenig. 4.ARCHITECT HAS NOT BEEN RETA'NED FOR CONSTRUCTION SUPERVISION OR OBSERVATION.THESE PLANS ARE INSTRUMENTS OF TABLE R301.2(3)OF 2020 RCNYS. 17.SUPPLY AND RETURN DUCTS IN ATTICS INSULATED>=R-8 WHERE DUCT IS>=3 INCHES IN DIAMETER AND-R-6 WHERE<3 INCHES. 16.AIR BARRIER AND THERMAL BARRIER INSTALLED PER MANUFACTURER'S INSTRUCTIONS AS PER SECTION R402.4.1.1 OF 2020 SERVICE AND REMAIN THE PROPERTY OF THE CONSULTING ARCHITECT.THE ARCHITECT WILL NOT HAVE CONTROL OVER OR CHANGE SUPPLYAND RETURN DUCTS IN OTHER PORTIONS OF THE BUILDING INSULATED>=R-6 FOR DIAMETER-3 INCHES AND R-4.2 FOR<3 ECCCNYS. OF,AND WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCE,AND PROCEDURES OR FOR 9.WINDOWS AND DOORS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTALLATION GUIDELINES AND IN COMPLIANCE INCHES IN DIAMETER AS PER SECTION R403.3.1 OF 2020 ECCCNYS. NO. DESCRIPTION DATE THE SAFETY PROGRAMS IN CONNECTION WITH THE PROJECT. WITH SECTIONS R308,R312,AND R609 OF 2020 RCNYS, 17.IC-RATED RECESSED LIGHTING FIXTURES SEALED AT HOUSING/INTERIOR FINISH AND LABELED TO INDICATE 52.0 CFM LEAKAGE AT 75 18.AIR HANDLER LEAKAGE DESIGNATED BY MANUFACTURER AT<=2%OF DESIGN AIR FLOW AS PER SECTION R403.3.2.1 OF 2020 PAAS PER SECTION R402.4.5 OF 2020 ECCCNYS. SITE WORK SP .IFICATIONS 10.ALL HAZARDOUS GLASS,WHERE REQUIRED TO BE SHATTER PROOF SAFETY OR TEMPERED GLASS,SHALL SHALL BE PERMANENTLY ECCCNYS. 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 AND LEGIBLY MARKED AS PER SECTION R308.1 OF 2020 RCNYS. 18.VAPOR RETARDERS(WITH A MAXIMUM PER RATING OF 1.0)MUST BE INSTALLED ON THE"WARM IN WINTER"SIDE OF ALL NON VENTED 2 ISSUED FOR CONSULTING. 3-16-20 1.GENERAL:THE CONTRACTOR SHALL DO ALL EXCAVATING AS REQUIRED ON THE CONSTRUCTION DRAWINGS. EARTH BANKS SHALL BE 19.DUCTS ARE PRESSURE TESTED TO DETERMINE AIR LEAKAGE WITH EITHER:ROUGH-IN TEST:TOTAL LEAKAGE MEASURED WITH A FRAMED CEILINGS,WALLS,AND FLOORS.WHERE FOIL FACED INSULATION BOARD IS SPECIFIED ALL JOINTS AND SEAMS SHALL BE BRACED AGAINST CAVING IN THE WORKING AREA.THE BOTTOMS OF ALL FOOTING EXCAVATIONS SHALL BE EXACTLY LEVEL ON SOLID 11.ALL GLAZING IN HAZARDOUS LOCATIONS DESCRIBED BELOW SHALL COMPLY WITH THIS SECTION AND SHALL UTILIZE SHATTER PRESSURE DIFFERENTIAL OF 0.1 INCH W.G.ACROSS THE SYSTEM INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE IF SEALED AND TAPED. UNDISTURBED EARTH.EXCAVATIONS SHALL BE KEPT FREE OF STANDING WATER. PROOF SAFETY OR TEMPERED GLASS AS PER SECTION R308.4 OF 2020 RCNYS. INSTALLED AT TIME OF TEST.POST CONSTRUCTION TEST:TOTAL LEAKAGE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH 3 REVISED ALL CODE REFERENCES TO 2020 6 1-20 W.G.ACROSS THE ENTIRE SYSTEM INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE AS PER SECTION R403.3.3 OF 2020 19.WATER HEATERS WITH PIPE RISERS SHALL HAVE HEAT TRAPS ON BOTH INLET AND OUTLET OF THE WATER HEATER UNLESS THE CODES. 2.FOUNDATION EXCAVATION:EXCAVATE THE ENTIRE AREA OF THE FOUNDATION AS SHOWN ON THE DRAWINGS.SAME TO BE MADE 18 12.GLAZING IN FIXED OR OPERABLE PANELS OF SWINGING,SLIDING,AND BIFOLD DOORS SHALL BE CONSIDERED HAZARDOUS GLASS ECCCNYS. WATER HEATER HAS INTEGRAL HEAT TRAPS OR IS PART OF A CIRCULATING SYSTEM.TYPICAL METHODS USED FOR CREATING HEAT INCHES LARGER THAN OUTSIDE WALL DIMENSIONS IN EVERY DIRECTION AND AT 45 ANGLE OF REPOSE TO ALLOW FOR INSPECTION, LOCATIONS AS PER SECTION R308.4.1 OF 2020 RCNYS. TRAPS ARE"U"OR"RAMS HORN"BENDS IN THE FLEXIBLE PIPE CONNECTORS OR INSTALLING AFTERMARKET PIPE NIPPLES WITH 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 WATERPROOFING,DRAIN TILE,E C.. 20.DUCT TIGHTNESS TEST RESULT OF<=4 CFM/100 FT2 ACROSS THE SYSTEM OR<=3 CFM/100 FT2 WITHOUT AIR HANDLER @ 25 PA.FOR INTEGRAL TRAPS. 13.GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANELADJACENT TO A DOOR SHALL BE CONSIDERED A HAZARDOUS GLASS ROUGH-IN TESTS,VERIFICATION MAY NEED TO OCCUR DURING FRAMING INSPECTION AS PER SECTION R403.3.4 OF 2020 ECCCNYS. 5 REVISED WETLANDS COVERAGE 10-2-20 3.PRESUMPTIVE LOAD BEARING CAPACITY OF SOIL ON PROJECT SITE IS SAND AND SANDY GRAVELAT T-0"BELOW GRADE FOUNDATION LOCATION WHEN THE BOTTOM EXPOSED EDGE IS LESS THAN 60"AFF AND WHEN IT EITHER THE GLAZING IS WITHIN 24"OF THE 20.AUTOMATIC OR GRAVITY DAMPERS ARE INSTALLED ON ALL OUTDOOR AIR INTAKES AND EXHAUSTS AS PER SECTION R403.6 OF 2020 CALCULATIONS. BEARING LEVEL,LOAD BEARING CAPACITY IS 2,000 POUNDS PER SQUARE FOOT AS PER TABLE R401.4.1 OF THE 2020 RCNYS. CLOSED DOOR,OR WHERE THE GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND 21.BUILDING CAVITIES ARE NOT USED AS DUCTS OR PLENUMS AS PER SECTION R403.3.5 OF 2020 ECCCNYS. ECCCNYS. . WITHIN 24"OF THE HINGE SIDE OF AN IN-SWINGING DOOR AS PER SECTION R308.4.2 OF 2020 RCNYS. CONCRFTF SPECIFICATIONS22.CIRCULATING SERVICE HOT WATER SYSTEMS ARE TO BE INSULATED TO R-2 IN COMPLIANCE WITH SECTION 403.4 OF 2020 ECCCNYS. 21.FURNISH AND INSTALL INSULATION IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. R-VALUES ON INSULATION SHALL 14.HAZARDOUS GLASS LOCATIONS:WINDOW GLAZING WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET SHALL BE DEEM TO BE A COMPLY WITH STATE AND LOCAL ENERGY CODES. FLOOR,WALL,AND CEILING INSULATION SHALL BE INSTALLED ACCORDING TO 1.CONCRETE WORK:ALL CONCRETE USED IN THE CONSTRUCTION FOR FOUNDATIONS,FLOORS,WALLS,TERRACES,OR DRIVES SHALL HAZARDOUS GLASS LOCATION:AN INDIVIDUAL PANE IS LARGER THAN 9 SF,THE BOTTOM EDGE IS LESS THAN 18"AFF,THE TOP OF THE 23.HVAC PIPING CONVEYING FLUIDS ABOVE 105 OF OR CHILLED FLUIDS BELOW 55 IF ARE INSULATED TO ZR-3 AS PER SECTION R403.4 OF MANUFACTURER'S INSTRUCTIONS.R-VALUES SHALL BE CLEARLY LABELED AND VISIBLE FOR INSPECTION.BLOWN INSULATION SHALL . BE THAT DEFINED AS MINIMUM 9500 PSI AIR-ENTRAINED CONCRETE AND SHALL DEVELOP A MINIMUM ULTIMATE COMPRESSIVE GLAZING IS MORE THAN 36"AFF,A WALKING SURFACE IS WITHIN 36"OF THE WINDOW AS PER SECTION R308.4.3 OF 2020 RCNYS. 2020 ECCCNYS. BE MARKED EVERY 300 SF. STRENGTH AT 28 DAYS.SLAB ON GRADE SHALL BE STONE CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI AT 28 DAYS AND REINFORCED WITH W.W.F.#6 10 X 10 UNLESS OTHERWISE NOTED ON PLANS.CEMENT SHALL BE FIRST CLASS APPROVED 15,GLAZING IN GUARDS,RAILINGS,AND BALUSTERS SHALL BE CONSIDERED HAZARDOUS GLASS LOCATIONS AS PER SECTION R308.4.4 24.ALL INSULATION OVER HVAC EQUIPMENT SHALL BE PROTECTED AS PER SECTION 403.4.1 OF 2020 ECCCNYS, 22.FLOOR INSULATION INSTALLED PER MANUFACTURER'S INSTRUCTIONS AND IN SUBSTANTIAL CONTACT WITH THE UNDERSIDE OF THE BRAND PORTLAND CEMENT,FINE AGGREGATE SHALL BE CLEAN,SHARP SAND.COARSE AGGREGATE SHALL BE HARD,CLEAN, OF 2020 RCNYS. SUBFLOOR,OR FLOOR FRAMING CAVITY INSULATION IS IN CONTACT WITH THE TOP OF SHEATHING,OR CONTINUOUS INSULATION IS WASHED HEAVY MEDIA GRAVEL OR CRUSHED STONE.MIXING SHALL BE DONE IN A BATCH-MACHINE MIXER OR MOBILE TRUCK MIXER 25.CIRCULATING SERVICE HOT"WATER SYSTEMS HAVE AUTOMATIC OR ACCESSIBLE MANUAL CONTROLS AS PER SECTION R403.5.1 OF INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND EXTENDS FROM THE BOTTOM TO THE TOP OF ALL PERIMETER FLOOR UNTIL THE CEMENT IS THOROUGHLY DISTRIBUTED AND THE MASS UNIFORM IN COLOR WITH MAXIMUM 4 INCH SLUMP.PROVIDE 16.GLAZING IN WALLS,ENCLOSURES,OR FENCES CONTAINING OR FACING HOT TUBS,SPAS,WHIRLPOOLS,SAUNAS,STEAM ROOMS, 2020 ECCCNYS. FRAMING MEMBERS AS PER SECTION R303.2 AND R402.2.7 OF 2020 ECCCNYS. EXPANSION STRIPS WHERE NECESSARY.ALL CONCRETE FORMS TO BE SPRAYED WITH WATER BASED OIL MIXTURE RELEASE AGENT. BATHTUBS,SHOWERS,AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" OIL CONTENT OF RELEASE AGENT MIXTURE NOT TO BE DAMAGING TO CONCRETE MIX. ABOVE ANY STANDING/WALKING SURFACE SHALL BE CONSIDERED HAZARDOUS GLASS LOCATIONS, EXCEPT GLASS THAT US MORE 26.FURNACE,WATER HEATER,AND FIREPLACE FLUES SHALL EXHAUST TO THE OUTSIDE OF THE BUILDING. 23.WALL INSULATION R-VALUE,IF THIS IS A MASS WALL WITH AT LEAST 1/2 OF THE WALL INSULATION ON THE WALL EXTERIOR,THE THAN 60"ABOVE THE WATERS EDGE OF A BATHTUB,HOT TUB,SPA,WHIRLPOOL,OR SWIMMING POOL,OR FROM THE EDGE OF A EXTERIOR INSULATION REQUIREMENT APPLIES(FR10)AS PER SECTIONS R402.1.1,R402.2.5,AND R402.2.6 OF 2020 ECCCNYS. 2.AT CONCRETE DELIVERY TIME,A COPY OF THE DELIVERY BATCH TICKET NOTING DESIGN MIX AND COMPRESSIVE STRENGTH SHALL SHOWER,SAUNA,OR STEAM ROOM AS PER SECTION R308.4.5 OF 2020 RCNYS. 27.ANY APPLIANCE GENERATING A GLOW,SPARK,OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED 18"ABOVE BE GIVEN TO THE GENERAL CONTRACTOR OR THE BUILDING OWNER.THIS TICKET MUST BE PRODUCED AT THE REQUEST OF THE THE FLOOR, 24.PROVIDE FOAM BAFFLES AT EAVE VENTS BETWEEN RAFTERS. BUILDING INSPECTOR AT THE TIME OF FOUNDATION,FOOTING,SLAB,AND OTHER CONCRETE INSPECTIONS AS PER R106.1 OF 2020 17.GLAZING IN A STAIRWELL INCLUDING INTERMEDIARY LANDINGS WHERE THE WINDOW SILL IS LESS THAN 36"ABOVE THE STAIR RCNYS AND THE 2020 BCNYS 107 AND NYCRR PART 1203. NOSING SHALL BE CONSIDERED HAZARDOUS GLASS LOCATIONS AS PER SECTION R308.4.6 OF 2020 RCNYS. 28.HEATED WATER CIRCULATION SYSTEMS SHALL HAVE A CIRCULATION PUMP.THE SYSTEM RETURN PIPE IS A DEDICATED RETURN PIPE 25.INSTALL POLYI SOCYANU RATE LOW VOLUME SELF EXPANDING FOAM TYPE INSULATION AT ALL FLOOR AND PLATE LINES,OPENINGS IN OR A COLD WATER SUPPLY PIPE.GRAVITY AND THERMOS-SYPHON CIRCULATION SYSTEMS ARE NOT PRESENT.CONTROLS FOR PLATES,CORNER STUD CAVITIES,AND AROUND DOOR AND WINDOW OPENING CAVITIES. 3.CONCRETE STRENGTHS:ALL CONCRETE STRENGTH FOR CONCRETE SPECIFIED BELOW SHALL CONFORM WITH TABLE R402.2 OF THE 18.GLAZING WITHIN 60"OF THE BOTTOM LANDING OF STAIRS WHERE THE WINDOW SILL IS LESS THAN 36"AFF,SHALL BE CONSIDERED CIRCULATING HOT WATER SYSTEM PUMPS START THE PUMP WITH SIGNAL FOR HOT WATER DEMAND WITHIN THE OCCUPANCY. 2020 RCNYS. HAZARDOUS GLASS LOCATIONS AS PER SECTION R308.4.7 OF 2020 RCNYS. CONTROLS AUTOMATICALLY TURN OFF THE PUMP WHEN WATER IS IN CIRCULATION LOOP IS AT SET-POINT TEMPERATURE AND NO 26.FOUNDATION INSULATION FOR CONCRETE SLAB CONSTRUCTION SHALL BE R-10 MIN.2"X 36"PERIMETER RIGID FOAM INSULATION DEMAND FOR HOT WATER EXISTS AS PER SECTION R403.5.1.1 OF 2020 ECCCNYS. BOARD"FOAMULAR 150"AS MFG'D.BY OWENS CORNING.ALL EXPOSED INSULATION SHALL HAVE A FLAME SPREAD RATING OF LESS 4.CONCRETE WORK SHALL COMPLY WITH ALL FEDERAL,STATE,AND LOCAL BUILDING CODES INCLUDING THIS CHAPTER AS PER 19.ALL SKYLIGHTS AND SLOPED GLAZING SHALL COMPLY WITH SECTION R308.6 OF THE 2020 RCNYS. THAN 25 AND A SMOKE DENSITY RATING OF LESS THAN 450. CHAPTER 4 OF THE 2020 RCNYS. 29.WATER DISTRIBUTION SYSTEMS THAT HAVE RECIRCULATION PUMPS THAT PUMP WATER FROM A HEATED WATER SUPPLY PIPE BACK 20.EGRESS WINDOWS OPENINGS TO COMPLY WITH SECTION R310 OF 2020 RCNYS. TO THE HEATED WATER SOURCE THROUGH A COLD WATER SUPPLY PIPE HAVE A DEMAND RECIRCULATION WATER SYSTEM.PUMPS 27.ALL EXTERIOR WALL SHEATHING SHALL BE COVERED WITH 15#ASPHALTIC BUILDERS FELT IN ACCORDANCE WITH SECTION R703.2 OF 5.FOOTINGS AND PADS:FOOTING WIDTHS SHALL COMPLY WITH THESE TABLES.FOOTINGS SHALL BE PLACED AT A DEPTH TO CONFORM HAVE CONTROLS THAT MANAGE OPERATION OF THE PUMP AND LIMIT THE TEMPERATURE OF THE WATER ENTERING THE COLD WATER 2020 RCNYS. TO ALL FEDERAL,STATE,AND LOCAL BUILDING CODES, FOOTINGS AND PADS SHALL BE FOUNDED ON FIRM,UNDISTURBED,NATIVE, FINISHES SPECIFICATIONS PIPING TO 104°F AS PER SECTION R403.5.2 OF 2020 ECCCNYS. FREE DRAINING SOIL.CONDITIONS FOUND TO BE OTHERWISE SHALL BE REPORTED TO OWNER.SIZES OF FOOTINGS AND PADS ARE 28.PLASTIC WRAP"TYVEK"MAY BE SUBSTITUTED FOR FELT WHEN HORIZONTAL VINYL SIDING IS INSTALLED AS PER TABLE R703.3(1)OF TO BE AS SHOWN IN THE WORKING DRAWINGS.REINFORCEMENT BARS,IF SHOWN IN THE CONSTRUCTION DRAWINGS,SHALL BE 1.ALL INTERIOR FINISHES SHALL BE FIRE RATED IN COMPLIANCE WITH SECTION R302.9 OF 2020 RCNYS. 30.DRAIN WATER HEAT RECOVERY UNITS TESTED IN ACCORDANCE WITH CSA B55.1.POTABLE WATER-SIDE PRESSURE LOSS OF DRAIN THE 2020 RCNYS. RUST FREE AND PLACED NO CLOSER THAN 1-1/2 INCHES FOR#5 BARS AND SMALLER AND 2"FOR#6 BARS AND LARGER TO SURFACE WATER HEAT RECOVERY UNITS<3 PSI FOR INDIVIDUAL UNITS CONNECTED TO ONE OR TWO SHOWERS.POTABLE WATER-SIDE - OF CONCRETE IN CONTACT WITH EARTH WHEN CONCRETE IS CAST IN FORMS.CONCRETE CASTAGAINST AND PERMANENTLY IN 2.ALL INTERIOR WALL AND CEILING FINISHES SHALL BE IN COMPLIANCE WITH SECTIONS R702 AND R805 OF 2020 RCNYS. PRESSURE LOSS OF DRAIN WATER HEAT RECOVERY UNITS<2 PSI FOR INDIVIDUAL UNITS CONNECTED TO THREE OR MORE 29.PACK ALL DOOR AND WINDOW SPACES WITH INSULATION OR LOW VOLUME EXPANSION SPRAY IN INSULATION FOAM. CONTACT WITH THE EARTH SHALL MAINTAIN 3"COVERAGE.ALL IN COMPLIANCE WITH TABLES R403.1(1),R403.1(2),AND R403.1(3)OF SHOWERS AS PER SECTION R403.5.4 OF 2020 ECCCNYS. THE 2020 RCNYS. 3.GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH TABLE R702.3.5 OF 2020 RCNYS. 30.ROOFING SHINGLES:FURNISH ASPHALT SHINGLES IN COMPLIANCE WITH SECTION R905.2.4 OF THE 2020 RCNYS WITH SELF SEALING 31.ALL MECHANICAL VENTILATION SYSTEM FANS NOT PART OF TESTED AND LISTED HVAC EQUIPMENT MEET EFFICACY AND AIR FLOW STRIPS OR INTERLOCKING.ALL ROOF SHINGLES TO COMPLY WITH ASTM D 225 OR D 3462.SHINGLES TO BE SELECTED BY OWNER AND 6. FOOTING BEARING:ALL FOOTINGS ARE TO BE ON VIRGIN SOIL AND ARE TO BE KEPT MINIMUM OF 2'-0"ABOVE WATER TABLE. 4.DRY BATHROOM WALLS SHALL RECEIVE 1/2'WATER RESISTANT GREEN BOARD AS PER SECTION R702.3.7 OF 2020 RCNYS. LIMITS AS PER SECTION R403.6.1 OF 2020 ECCCNYS. INSTALL STRICTLY IN ACCORDANCE WITH LOCAL CODES AND MANUFACTURER'S INSTRUCTIONS.SELF SEALING ASPHALT ROOF FOUNDATION FOOTING TO BEAR ON VIRGIN UNDISTURBED SOIL WITH MINIMUM ONE TON(2000 POUNDS)PER SQUARE FOOT BEARING SHINGLES SHALL BE INSTALLED WITH A MINIMUM OF SIX FASTENERS PER STRIP SHINGLE OR AS PER THE MANUFACTURERS CAPACITY AS PER TABLE R401.4.1 OF THE 2020 RCNYS.. 5.BATHROOM SURFACES EXPOSED TO DIRECT WATER EXPOSURE AND HIGH HUMIDITY SHALL RECEIVE 1/2"CONCRETE BACKER BOARD 32.ALL CLOTHES DRYERS ARE TO BE EXHAUSTED IN COMPLIANCE WITH THESE SECTIONS.CLOTHES DRYER,KITCHEN AND BATHROOM REQUIREMENTS,WHICHEVER IS GREATER. AS PER SECTION R702.3.7.1 OF 2020 RCNYS. VENTING SHALL EXHAUST TO THE OUTSIDE OF THE BUILDING AND BE EQUIPPED WITH A BACK DRAFT DAMPER.AUTOMATIC OR 7.STEP FOOTING AS REQUIRED,2:1,AS REQUIRED IN COMPLIANCE WITH SECTION R403.1.5 OF THE 2020 RCNYS. GRAVITY DAMPERS ARE REQUIRED ON ALL OUTDOOR AIR INTAKES AND EXHAUSTS IN COMPLIANCE WITH 2020 ECCCNYS,2020 RCNYS, 31.ROOFING FASTENERS:FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM,OR PLUMBING P IFI ATIONS AND 2020 MCNYS.ALL BATHROOMS ARE TO BE VENTED AS PER 2020 ECCCNYS,AND SECTION G2439.7 OF 2020 RCNYS AND 2020 COPPER ROOFING NAILS,MINIMUM 12 GAUGE SHANK WITH A MINIMUM 3/8"DIAMETER HEAD,ASTM F 1667,OF A LENGTH TO 8.FOUNDATION WALL REINFORCEMENT TO CONFORM WITH THIS TABLE R404.1.1(5)OF 2020 RCNYS. MCNYS. PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4"INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING 1.PERMITS AND REGULATIONS:THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,DRAWINGS, FLOOR PLANS,SCHEMATICS, IS LESS THAN 3/4"THICK,THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING.FASTENERS SHALL COMPLY WITH ASTM F CAD File NTOSCANO REVISED 61out 9.ALL CONCRETE REINFORCEMENT SHALL COMPLY WITH TABLES R404.1.1(1),R404.1.1(2),R404.1.1(3),R404.1.1(4)FOR MASONRY WALLS ANe ame:D INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND ALL WORK RELATED WITH THEIR RESPECTIVE TRADE. THE WORK ELECTRICAL SPECIFICATIONS 1667. .aY AND TABLES R404.1.2(1),R404.1.2(2),R404.1.2(3),R404.1.2(4),R404.1.2(8),AND R404.1.2(9)FOR CONCRETE WALLS,OF THE 2020 RCNYS. SHALL CONFORM TO THE REGULATIONS OF THE 2020 BCNYS,2015 RCNYS,AND 2015 PCNYS AND ALL APPLICABLE SUPPLEMENTS AND Drawn By: Edward Koenig CODE REFERENCES. 1.GENERAL:THE ELECTRICAL CONTRACTOR SHALL INSTALLALL WORK TO COMPLY WITH ALL LAWS APPLYING TO ELECTRICAL 32.SELF ADHESIVE ICE BARRIER OF POLYMER MODIFIED BITUMEN SHEET TO BE INSTALLED IN LIEU OF NORMAL UNDERLAYMENT ON 10.CONCRETE FLOORS:CONCRETE FLOORS SHALL BE 4 INCHES THICK UNLESS OTHERWISE NOTED ON THE PLANS,WITH A MONOLITHIC INSTALLATIONS IN EFFECT IN THE LOCAL COMMUNITY.THE WORK SHALL CONFORM WITH THE REGULATIONS OF THE LATEST EDITION PLYWOOD ROOFING FROM FASCIA BOARD TO A POINTAT LEAST 24"INSIDE THE EXTERIOR WALL LINE OF THE BUILDING TO PREVENT FINISH AND TROWELED TO A HARD SMOOTH SURFACE. PROVIDE WELDED WIRE MESH REINFORCING WHERE SHOWN ON 2.ALL PLUMBING WORK SHALL BE INSTALLED IN COMPLIANCE WITH CHAPTER 25,26,27,28,AND 29 OF THE 2020 RCNYS. OF THE NATIONAL ELECTRICAL CODE AND THE ELECTRICAL UTILITY COMPANY SERVICING THE AREA.ALL MATERIALS SHALL BE NEW LEAKAGE FROM ICE DAMS.ROOF SLOPES OF 8:12 OR GREATER SHALL BE PROVIDED WITH ICE BARRIER NOT LESS THAN 36" Architect's Seal CONSTRUCTION DRAWINGS.SIZE AND SPACING OF WIRE MESH SHALL BE AS SHOWN IN THE WORKING DRAWINGS.WHERE SLABS AND OF A GRADE TO CONFORM TO THE STANDARDS OF THE UNDERWRITERS LABORATORIES, INC.,AND AT THE COMPLETION OF THE MEASURED ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING.ALL IN COMPLIANCE WITH SECTION R905.1.2 OF 2020 ARE SUPPORTED ON FILL,THE I-ILL SHALL BE COMPACTED IN LAYERS. 3.PLUMBING INSTALLERS SHALL PROVIDE THE MANUFACTURER MANUALS FOR MECHANICAL AND WATER HANDLING EQUIPMENT IN WORK,EVIDENCE SHALL BE FURNISHED SHOWING COMPLIANCE WITH LAWS AND REGULATIONS IN EFFECT. RCNYS. COMPLIANCE WITH 2020 RCNYS,2020 PCNYS,2020 ECCCNYS,2020 MCNYS,AND 2020 FGCNYS. 11.GRAVEL FILL UNDER FLOOR SLAB:LAY A 1 INCH BED OF FINE GRAVEL ON TOP OF A 3 INCH BED OF CRUSHED STONE OVER AREA OF 2.PERMITS AND REGULATIONS:THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,DRAWINGS,FLOOR PLANS,SCHEMATICS, 33.BLIND FLASH ALL JUNCTIONS WHERE VERTICAL MEETS HORIZONTAL(ROOF,CHIMNEYS,WINDOWS,DOORS,ETC.). HOUSE AND GARAGE.SAME TO BE RAKED LEVEL AND MACHINE COMPACTED. 4.SEWER AND WASTE PIPING: DRAINAGE SYSTEM WITHIN THE BUILDING TO BE CAST IRON OR PVC PIPE, EXTERIOR SANITARY AND AND INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND ALL WORK RELATED WITH THEIR RESPECTIVE TRADE.WHERE NO S70RM SEWERS SHALL BE VITRIFIED BELL AND SPIGOT CROCK WITH ALL JOINTS WELL CAULKED AND CEMENTED. CODES EXISTS,THE WORK SHALL CONFORM TO THE REGULATIONS OF THE BUILDING CODE OF NEW YORK STATE,RESIDENTIAL 12.CONCRETE VAPOR BARRIER:LAY ONE LAYER OF 6 MIL POLYETHYLENE VAPOR BARRIER APPROVED FOR USE WITH CONCRETE ON CODE OF NEW YORK STATE,AND ALL APPLICABLE SUPPLEMENTS INCLUDING SOUTHERN BUILDING CODE CONGRESS. Af._�-'I GRAVEL FILL AT LIVING AREAS.BARRIER TO BE LAPPED 4 INCHES AT ALL JOINTS AND FOLDED UP AT EXTERIOR EDGES OF SLAB. 5.WASTE DRAINAGE SYSTEM:CLEANOUTS SHALL BE INSTALLED AT THE HIGHEST END OF EACH HORIZONTAL DRAINAGE RUN,AT EACH ,*6.. BRANCH CONNECTION(WHERE ACCESS IS AVAILABLE),AND AT THE BASE OF ALL VERTICAL STACKS.VENTS SHALL BE INSTALLED 3.ALL ELECTRICAL EQUIPMENT AND INSTALLATIONS SHALL BE IN COMPLIANCE WITH RCNYS PART VIII,CHAPTERS 33-42. /'�`- • 1. 13.ROD REINFORCEMENT SHALL BE MINIMUM GRADE 40 INTERMEDIATE GRADE DEFORMED BARS CONFORMING TO ASTM A615,A616, THROUGHOUT AND CONNECT TO THE VERTICAL STACK(S)WHICH SHALL IN TURN BE EXTENDED THROUGH THE ROOF AND PROPERLY /, ,i,;�, A617,OR A706 AND ASTM A185 AND A82. FLASHED.ALL VERTICAL STACKS SHALL SERVE THE MAIN HOUSE DRAIN FOR DISPOSAL OF WASTE TO THE PUBLIC SEWER.WHEN THE 4.IC-RATED RECESSED LIGHT NG FIXTURES SEALED AT HOUSING/INTERIOR FINISH AND LABELED TO INDICATE LESS THAN OR EQUAL TO - "1 PUBLIC SEWER IS HIGHER THAN THE MAIN HOUSE DRAIN,A SUMP PUMP SHALL BE PROVIDED.PROVIDE FLOOR DRAINS WITH TRAPS 2.0 CFM LEAKAGE AT 75 Pa IN COMPLIANCE WITH 2020 RCNYS AND 2020 ECCCNYS. ' 14.JOINT REINFORCEMENT,ANCHOR TIES,AND WIRE FABRIC SHALL CONFORM TO THE FOLLOWING STANDARDS:ASTM A 82 FOR JOINT AS SHOWN IN THE WORKING DRAWINGS. � r� � `~---.....�7 REINFORCEMENT AND WIRE ANCHORS AND TIES;ASTM A 36 FOR STEEL PLATE,HEADED AND BENT BAR ANCHORS;AND ASTM A 366 5.ALL FIXTURES,SWITCH TYPE=(DECORATOR OR STANDARD),AND OUTLET TYPE(DECORATOR OR STANDARD)SHALL BE SELECTED BY f ddd ` / FOR SHEET METAL ANCHORS AND TIES. 6.WATER SUPPLY SYSTEM: PROVIDE A 1"MINIMUM UNDERGROUND COPPER SUPPLY,LOCATED BELOW FROST LINE,FROM THE PUBLIC OWNER. , r �;^ , WATER MAIN INTO THE HOUSE. � , 15.GALVANIZED METAL ACCESSORIES:METAL STRAPPING FOR USE IN EXTERIOR WALLS AND NOT DIRECTLY EXPOSED TO WEATHER 6.SERVICE:VERIFY CONDITION,OPERABILITY,AND CAPACITY OF EXISTING SYSTEM AND ADVISE CLIENT OF CONDITION AND UPGRADE SHALL CONFORM TO ASTM A 153,CLASS B-2.METAL STRAPPING FOR USE IN INTERIOR WALLS SHALL BE MILL GALVANIZED AND 7.WATER SUPPLY SYSTEM:FROM METER,CARRY 3/4"MAIN TO KITCHEN,LAUNDRY,BATH,AND WASHROOM FIXTURES WITH 1/2" OPTIONS,GROUND THE WIRING SYSTEM OF THE PREMISES WITH A GROUNDING ELECTRODE CONNECTED, IN ACCORDANCE WITH CONFORM WITH ASTM A 641,CLASS 1.METAL PLATES,CONNECTORS,SCREWS,BOLTS,AND NAILS EXPOSED DIRECTLY TO THE BRANCHES TO FIXTURES AS REQUIRED.CARRY 3/4"BRANCH TOP WATER HEATER AND 3/4"LINES TO HOSE BIBBS.FROM WATER SECTION E3507 AND SIZED IN ACCORDANCE WITH E3503.1 AND TABLE E3503.1.ROD ELECTRODE IS TO BE MADE OF ZINC COATED EXTERIOR WEATHER ARE TO STAINLESS STEEL,HOT DIPPED GALVANIZED AFTER THE FASTENER OR CONNECTOR IS FABRICATED TO HEATER,CARRY 3/4"SUPPLY TO ALL ABOVE ROOMS WITH BRANCHES AS REQUIRED.ALL HOT AND COLD WATER SUPPLY PIPING SHALL IRON OR STEEL,SHALL BE 5/8"MINIMUM DIAMETER,AND SHALL BE 8'-0"LONG.NON-FERROUS ROD IS TO BE 1/2"MINIMUM DIAMETER, 11 FORM A ZINC COATING NOT LESS THAN 1 OZ PER SQ.FT.OR HOT DIPPED GALVANIZED WITH A MINIMUM COATING OF 1.8 OZ PER SQ.FT. BE"L"COPPER.PROVIDE HOSE BIBBS AS SPECIFIED IN THE WORKING DRAWINGS.PROVIDE SHUT OFF VALVES AT ENTRANCE OF IN ACCORDANCE WITH 2020 RCNYS AND 2020 ECCCNYS. OF STEEL CONFORMING TO ASTM 90. SYSTEM,AT FIXTURES,AND AT HOSE BIBB BRANCHES. 7.ALL ELECTRICAL WORK TO BE INSTALLED SHALL BE IN ACCORDANCE WITH THE N.E.C.AND SHALL BE U.L.APPROVED.ALL EQUIPMENT WALL LEGEND CA R M E L H I L L 16,POURED CONCRETE ANCHOR BOLTS:5/8"ANCHOR BOLTWITH 3"X 3"1/8"WASHER SPACED @ T-0"O.C.AND SPACED WITH 6"TO 12" 8.WATER HEATER-WATER HEATER TO COMPLY WITH 2020 RCNYS,2020 PCNYS,2020 FGCNYS,AND 2020 MCNYS. SHALL COMPLY WITH N.E.C. 110.3. OF EACH END PLATE.ANCHOR 13OLTS SHALL HAVE A MIIN.EMBEDMENT OF 7"INTO CONCRETE. 2D SYMBOL DESCRIPTION 9.FURNISH AND INSTALL ANY NECESSARY SAFETY CONTROLS,DEVICES,OR AUTOMATIC BLOWOFFS REQUIRED BY LOCAL REGULATIONS 8.PROVIDE SMOKE DETECTORS,HARD WIRED WITH BATTERY BACK UP,IN EACH BEDROOM,AND IN EACH COMMON HALLWAY ON EACH - - - NEW 8" POURED CONCRETE FOUNDATION WALL 3500 PSI AT 28 DAYS MIN. WITH#5 REBAR 17.DETAILS AND GENERAL PROVISIONS FOR CONCRETE CONSTRUCTION SHALL CONFORM TO REQUIREMENTS OF THE LATESTACI GOVERNING WATER HEATERS.GAS AND OIL BURNING HEATERS SHALL BE CONNECTED TO FURNACE FLUES OR SEPARATE FIRECLAY FLOOR OF HOUSE. INTERCONNECTALL DETECTORS SO WHEN ONE SIGNALS,ALL WILL SIGNAL,IN COMPLIANCE WITH SECTION 8314 HORIZONTAL AT TOP OF FOUNDATION WALL CONTINUOUS AT CORNERS OVER 16"X 8" ARCHITECTS BUILDING CODE,ACI 318 AND MANUAL ACI 315. TILE FLUE IN MASONRY CHIMNEY. AND SECTION R314.2.2 OF 2020 RCNYS,APPENDIX J. . ' ` POURED CONCRETE FOOTING 3500 PSI AT 28 DAYS MIN.WITH2 #5 REBAR BEARING ON 18.APPLY TAR FOUNDATION WATERPROOFING AND MOISTURE BARRIER TO EXTERIOR OF FOUNDATION WALL BELOW GRADE IN 10.GAS PIPING:ALL GAS PIPING TO BE STANDARD BLACK STEEL PIPE AND FITTINGS.NO CAST IRON TO BE USED."GREEN"PIPE WHERE 9.75%OF LAMPS IN PERMANENT FIXTURES OR 75%OF PERMANENT FIXTURES HAVE HIGH EFFICACY LAMPS.DOES NOT APPLY TO LOW- L- J UNDISTURBED VIRGIN SOIL. REBAR CONCRETE COVERAGE TO BE 3" MIN.. COMPLIANCE WITH SECTION R406.2 OF 2020 RCNYS. UNDERGROUND OR EXPOSED TO WEATHER.ALL JOINTS SHALL BE TAPED WHERE BURIED OR EXPOSED TO WEATHER.CONNECT TO VOLTAGE LIGHTING AS PER SECTION R404.1 OF 2020 ECCCNYS. NEW 8" POURED CONCRETE FOUNDATION WALL 3500 PSI AT 28 DAYS MIN. WITH#5 REBAR LOCATIONS AS REQUIRED BY GAS BURNING FIXTURES.ALL GAS LINES SHALL BE SIZED FOR APPLIANCE LOAD.ALL TO BE IN - - - HORIZONTAL AT TOP OF FOUNDATION WALL CONTINUOUS1. AT CORNERS COVERED WITH METAS SP IFICATIONS COMPLIANCE WITH 2020 RCNYS,2020 PCNYS,2020 FGCNYS,AND 2020 MCNYS. 10.PROVIDE CARBON MONOXIDE DETECTOR,HARD WIRED WITH BATTERY BACK UP, IN EACH COMMON HALLWAY ON EACH FLOOR OF '? . �. 3" R-21 CLOSED CELL SPRAY FOAM (R-7 PER INCH)OVER 16"X 8" POURED CONCRETE HOUSE.INTERCONNECT ALL DETECTORS SO WHEN ONE SIGNALS,ALL WILL SIGNAL,IN COMPLIANCE WITH SECTION 915 OF 2020 - - - FOOTING 3500 PSI AT 28 DAYS MIN.WITH (2)#5 REBAR BEARING ON UNDISTURBED VIRGIN ­­ ,^, I j" 1.STRUCTURAL STEEL:ASTM-A36.SHOP FABRICATE ALL PIECES CALLED FOR AS WELDED.PRIOR TO PAINTING,HAND CLEAN THE STEEL 11.FIXTURES:FURNISH AND INSTALL ALL PLUMBING FIXTURES WITH TRAPS INDICATED IN THE WORKING DRAWINGS AND REQUIRED BY FCNYS. SOIL. REBAR CONCRETE COVERAGE TO BE 3" MIN.. WITH A WIRE BRUSH.REMOVEALL LOOSE RUST, LOOSE MILL SCALE,DIRT,AND OTHER FOREIGN MATTER.APPLY ONE SHOP COAT OFA INSTALLATION AND SELECTED BY OWNER. INCLUDE COMPLETE LIST IN THIS SPECIFICATION. NEW EXTERIOR PERIMETER WOOD FRAME WALL CONSTRUCT BY VINYL SIDING SEE RUST INHIBITING OIL TYPE RED METAL PRIMER.REPRIME ALL FIELD WELDS AND FIELD CUTS WITH A MINIMUM OF TWO COATS OF A 11.UPON COMPLETION OF WORK,TEST INSTALLATION THOROUGHLY AND RENDER IT FREE FROM SHORTS,GROUNDS,OR IMPROPER RUST INHIBITING PRIMER.IN ADDITION TO THE SHOP COAT,FIELD PAINT ALL STEEL AND IRONWORK WITH ONE COAT OF AN ALKYD TYPE 12.TESTS:BEFORE COVERING PIPES,THE ENTIRE WATER SYSTEM SHALL BE TESTED UNDER 100 LBS. PRESSURE. CONNECTIONS. ELEVATIONS FOR MFG.AND SPEC.)OVER'TYVEK' HOUSE WRAP OVER 1/2" EXTERIOR ENAMEL BEFORE INSTALLATION. GRADE'CDX' PLYWOOD SHEATHING (OR EQUAL) OVER 2"X 6"WOOD STUDS @ 16"O.C. 13.CLEANING AND PROTECTION:ALL FIXTURES AND TRIM SHALL BE PROTECTED,ALL FIXTURES AND FITTINGS CLEANED,AND ALL METAL 12.OWNER/BUILDER SHALL DO AWALK THROUGH WITH ELECTRICAL,TELEPHONE,AN,AND CABLE INSTALLERS TO VERIFY EXACT WITH 5-1/2" R-21 KRAFT PAPER BACKED FIBERGLASS INSULATION BATTS BETWEEN STUDS 2.THE DESIGN,FABRICATION,AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF AISC WORK POLISHED AND LEFT IN A NEAT AND CLEAN CONDITION DURING CONSTRUCTION. LOCATIONS FOR INSTALLATION OF OUTLETS, LIGHTS,SWITCHES,CABLE,DATE, PHONE,AUDIO,AND VISUAL. COVERED WITH 1/2"GYPSUM BOARD. FASTEN 1/2" PLYWOOD WITH 8D COMMON NAILS @ SPECIFICATIONS. 6"O.C.AT EDGE AND 12"O.C. IN FIELD AND FASTEN 1/2" GYPSUM ATTACHED WITH 5D ". U . 14. _ 14.TUBS/SHOWERS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC 13.THE PRIMARY LIGHTING FOR KITCHENS AND BATHROOMS SHALL HAVE A MIN EFFICIENCY OF 40 LUMENS PER WATT. COOLER NAILS R 7" O.C.AT EDGE AND 10" O.C. IN FIELD. 3.SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM 233 SERIES ELECTRODES AND A307 BOLTS WITH MIXING TYPE.THE WATER TEMPERATURE SHALL BE AT A MAXIMUM OF 120°F. LOCK WASHERS,RESPECTIVELY. 14.LIGHTING WILL BE PROVIDED FOR MECHANICAL EQUIPMENT LOCATED IN AN ATTIC OR UNDER FLOOR SPACE.A LIGHT SWITCH SHALL NEW INTERIOR WOOD FRAME WALL CONSTRUCT BY 2"X 4"WOOD STUDS 16" O.C.WITH (1) WWW.CARM E L H I L L.C O M 15.FROST FREE HOSE BIBBS ARE REQUIRED IN FRONT AND REAR OF BUILDING.EACH HOSE BIBB SHALL BE EQUIPPED WITH A BACK BE PROVIDED AT THE ACCESS OPENING. ONE LAYER OF 1/2"GYPSUM BOARD EACH SIDE. 4.TERMITE PROTECTION SHALL BE:BY METAL TERMITE SHIELD AS PER SECTION R317.1 AND R318.1 OF 2020 RCNYS. FLOW PREVENTION DEVICE. .ARP NTRY SPECIFICATIONS 16.HOT WATER PIPING SHALL BE INSULATED TO EQUAL TO.OR GREATER THAN R-3,BY THE PLUMBING CONTRACTOR IN ACCORDANCE 15.EXTERIOR OUTLETS SHALL BE GFI WITH WATERPROOF COVERS. NEW INTERIOR WOOD FRAME WALL CONSTRUCT BY 2"X 4"WOOD STUDS 16"O.C.WITH (1) Architecture Firm: ONE LAYER OF 5/8"TYPE"X" GYPSUM BOARD EACH SIDE. WITH SECTIONS N1103.5.3 OF THE 2020 RCNYS AND SECTION 403.5.3 OF THE 2020 ECCCNYS. ENERGY .ONS RV. CONST. .Ob OF NYS CARMEL HILL ARCHITECTS 1.ALL FRAMING LUMBER SHALL BE:AS SPECIFIED IN THE WOOD FRAMING NOTES AND CONSTRUCTION NOTES OF THE CONSTRUCTION DRAWINGS.SPECIES TO BE DOUGLAS FIR LARCH#2 Fb=900 MINIMUM WITH ADJUSTMENT FACTORS AND E=1,600,000 MINIMUM.ALL 17,ALL MECHANICAL SYSTEM PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH SECTION N1103.5 OF THE 2020 RCNYS. 1.I,EDWARD KOENIG,A LICENSED ARCHITECT IN NEW YORK STATE,FIRMLY ATTEST,WHEN MY OFFICIAL SEAL AND SIGNATURE ARE 17777777 7 7 7 NEW INTERIOR WET WALL WOOD FRAME WALL CONSTRUCT BY 2"X 6"WOOD STUDS 16" WOOD IN CONTACT WITH CONCRETE,MASONRY,OR SOILAND STRUCTURAL MEMBERS SUPPORTING PORCHES AND BALCONIES SHOWN ON THESE PLANS I AMAFFIRMING,TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGEMENT,THAT THESE O.C. WITH (1)ONE LAYER OF 1/2" GYPSUM BOARD EACH SIDE. EDWARD KOENIG - R.A., A.I.A. SHALL BE ACQ PRESSURE TREATED WOOD, 18,MANUFACTURER MANUALS FOR MECHANICAL AND WATER HEATING SYSTEMS SHALL BE PROVIDED ONSITE AS PER SECTION R303.3 CONSTRUCTION DRAWINGS,SPECIFICATIONS,AND ATTACHED RESCHECK CALCULATIONS,ARE IN COMPLIANCE WITH THE 2020 RCNYS NEW INTERIOR WOOD FRAME WALL CONSTRUCT BY 2"X 6"WOOD STUDS 16" O.C. WITH 5- 415 LAKE AVENUE SOUTH 2.CUTTING OF JOISTS TO A DEPTH OF NO MORE THAN 1/6 OF THE JOIST DEPTH SHALL BE PERMITTED EXCEPT IN THE MIDDLE THIRD OF OF 2020 ECCCNYS. AND THE 2020 ECCCNYS. 1/2" R-21 KRAFT PAPER BACKED FIBERGLASS INSULATION BATTS BETWEEN STUDS NESCONSET NY 11767-1848 THE SPAN.NO STUD SHALL BE CUT MORE THAN(A)25%OF ITS DEPTH IN EXTERIOR WALLS AND LOAD BEARING PARTITIONS:(B)40% 2.CONSTRUCTION DRAWINGS AND DOCUMENTATION DEMONSTRATE ENERGY CODE COMPLIANCE FOR LIGHTING AND MECHANICAL COVERED WITH 1 ONE LAYER OF 5/8"TYPE "X" GYPSUM BOARD EACH SIDE. ' OF ITS DEPTH IN NON LOAD BEARING PARTITIONS.NO STUD SHALL BE BORED MORE THAN(A)40%OF THE STUD WIDTH IN EXTERIOR HVAC SPECIFICATIONS SYSTEMS.SYSTEMS SERVIN'3 MULTIPLE DWELLING UNITS MUST DEMONSTRATE COMPLIANCE WITH THE ECCCNYS COMMERCIAL NEW LOW WOOD FRAME WALL, 36" HIGH, CONSTRUCT BY 2"X 4"WOOD STUDS 16"O.C. 631-277-3337 WALLS AND LOAD BEARING PARTITIONS:(B)60%OF THE STUD WIDTH IN NON LOAD BEARING PARTITIONS.ALL JOISTS TO BE SIZED TO 1.GENERAL:THE HEATING CONTRACTOR SHALL FURNISH AN ENGINEERED HEATING LAYOUT IN CONFORMANCE WITH LOCAL CODES PROVISIONS AS PER SECTIONS R103.1, R103.2,AND R403.7 of 2020 ECCCNYS. WITH (1)ONE LAYER OF 1/2" MILDEW RESISTANT GREENBOARD BOARD EACH SIDE Website: www.CARMELHILL.com WIDTH AND FRAMED ON THE ENDS WITH MATERIAL OF THE SAME SIZE AS THE JOISTS. COVERED WITH CERAMIC TILE WITH MARBLE CAP. AND ALL MATERIAL AND LABOR UNDER THE SCOPE OF THE CONTRACT.THE CONTRACTOR SHALL INSTALL HEATING SYSTEM 3.THERMAL ENVELOPE IS REPRESENTED ON CONSTRUCTION DOCUMENTS"THERMAL ENVELOPE PLANS AND SECTIONS"AS PER Email: CARMELHILL16@gmail.com 3.SUBFLOORS:SUBFLOORS SHALL BE 3/4 INCH TONGUE AND GROOVED PLYWOOD WATERPROOF NAILED TO JOISTS WITH JOINTS COMPATIBLE WITH THE EXISTING SYSTEM.ALL WORKMANSHIP SHALL BE OF THE BEST QUALITYAND DONE BY MECHANICS SKILLED IN SECTIONS 81031 AND 81032 OF 2020 ECCCNYSNEW SHOWER ENCLOSURE LOW WOOD FRAMED WALL, 36" HIGH WITH MARBLE OR STAGGERED TWO JOIST SPACES MINIMUM((IT IS RECOMMENDED THAT FLOOR SHEATHING BE GLUED AND SCREWED TO FLOOR THE TRADE. . . . GRANITE CAP, FINISHED TO 7'6"AFF WITH SHOWER GLASS PANEL, CONSTRUCT BY 2"X 4" JOISTS TO MINIMIZE FLOOR SQUEAKS). 2.PERMITS AND REGULATIONS:THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,DRAWINGS,FLOOR PLANS,SCHEMATICS, 4.CLIMATE ZONE 4a-SUFFOLK COUNTY,5750 HEATING DEGREE DAYS WOOD STUDS 16"O.C.WITH (1)ONE LAYER OF 1/2"CONCRETE BACKER BOARD EACH SIDE. Project Title: 4.DOUBLE ALL FLOOR JOISTS UNDER PARALLEL PARTITIONS.PROVIDE FIRESTOPPING AND AROUND ALL OPENINGS AS REQUIRED BY AND INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND ALL WORK RELATED WITH THEIR RESPECTIVE TRADE. 5. PROJECT DESIGNED USING NEW YORK STATE APPROVED RES-CHECK,LATEST EDITION,PROVIDED BY THE UNITED STATES CODE.PROVIDE AT LEAST DOUI3LE JOISTS AND HEADERS AT WATER CLOSET DRAINS,BATHTUBS,AND ALL VENT AND MECHANICAL DEPARTMENT OF OF ENER;GYAS ALLOWED BY ECCCNYS CHAPTER 1,SECTION 101.3.1. OPENINGS 2'-0"OR MORE IN WIDTH,UNLESS OTHERWISE SHOWN ON DRAWING. 3.THESE CONSTRUCTION DRAWINGS AND DOCUMENTATION DEMONSTRATE ENERGY CODE COMPLIANCE FOR LIGHTING AND TOSCANO RESIDENCE MECHANICAL SYSTEMS IN COMPLIANCE WITH SECTIONS R103.2.2 AND 2020 ECCCNYS. 6.A PROTECTIVE COVERING SHALL BE INSTALLED TO PROTECT EXPOSED EXTERIOR INSULATION AND SHALL EXTEND A MINIMUM OF 6" 5.PROVIDE METAL CROSS BRACING BETWEEN ALL FLOOR JOISTS.MAXIMUM SPACE BETWEEN ROWS OF BRIDGING AND SUPPORTS 4.HEATING AND AIR-CONDITIONING SYSTEM:HEATING,VENTILATING,AND AIR-CONDITIONING SYSTEM SHALL BE DESIGNED FOR LOCAL BELOW GRADE IN COMPLIANCE WITH 2020 ECCCNYS. TOM & CAROLINE TOSCANO SHALL BE 8'-0". WEATHER CONDITIONS IN ACCORDANCE WITH THE DESIGN PRACTICE RECOMMENDED BY THE AMERICAN SOCIETY OF HEATING, 610 JACKSONS LANDING 6.ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE 2020 RCNYS AND WITH THE NATIONAL DESIGN SPECIFICATIONS REFRIGERATING,AND AIR-CONDITIONING ENGINEERS,AND SHALL CONFORM TO THE RULES AND REGULATIONS OF THE NATIONAL 7•THESE CONSTRUCTION DRAWINGS AND DOCUMENTATION DEMONSTRATE ENERGY CODE COMPLIANCE FOR THE BUILDING ENVELOPE BOARD OF FIRE UNDERWRITERS AND ANY AND ALL GOVERNING LOCAL AND STATE CODES.THE HEATING SYSTEM SHALL BE IN COMPLIANCE WITH 2020)ECCCNYS. MATTITUCK, NY 11952 FOR STRESS GRADE LUMBER AND ITS FASTENINGS,LUMBER IS TO BE FURNISHED AND INSTALLED,COMPLETE WITH ALL PROVIDED CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF 70°F AT A POINT 3'-O"ABOVE THE FLOOR IN ALL HABITABLE ROOMS. 917-440-0916 FASTENINGS,ANCHORS, BLOCKING,SADDLES,HANGERS, ETC.REQUIRED TO COMPLETE THE JOB.ALL STEEL BOLTS CONNECTING 8.ALL INSTALLED INSULATION SHALL BE LABELED OR THE INSTALLED R VALUES PROVIDED BY SIGNED AFFIDAVIT BY THE INSTALLER IN WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES.JOIST HANGERS AND 5.HEATING SYSTEM:THE HEATING CONTRACTOR IS TO CONSTRUCT THE HEATING UNIT ACCORDING TO THE SPECIFICATIONS COMPLIANCE WITH 2020 ECCCNYS, DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 CONNECTORS,STEEL BRIDGING AND OTHER SPECIAL(CONNECTIONS AND HARDWARE MUST BE INSTALLED IN ACCORDANCE WITH DELINEATED BY THE HERS RATER.THE HEATING AND AIR CONDITIONING EQUIPMENT SHALL BE IN CONFORMANCE WITH THE 2020 RCNYS CODE REQUIREMENTS. STANDARDS PUBLISHED BY MANUAL J.MANUAL S,AND MANUAL D,PUBLISHED BY THE AIR CONDITIONING CONTRACTORS OF 9•THE ENERGY COMPLIANCE CERTIFICATE SHALL BE POSTED ON THE PROJECT SITE IN THE UTILITY ROOM SECTION 8401.3 OF 2020 SYMBOLS LEGEND ECCCNYS 7.ALL WOOD POSTS RESTING ON TOP OF CONCRETE WALLS SHALL HAVE METAL SEATS ANCHORED TO CONCRETE BASE.ALL POSTS AMERICA(ACCA).HEATING AND COOLING EQUIPMENT SHALL BE SIZED PER ACCA MANUAL S BASED ON LOADS PER ACCA MANUAL J . BUILDING SECTIONSheet Title RESTING ON TOP OF STEEL BEAMS SHALL HAVE CLIP ANGLES BOLTED OR WELDED TO THE FLANGES OF THE STEEL BEAM.BEARING OR OTHER APPROVED METHODS,AND MANUAL D FOR DUCT SIZING IN COMPLIANCE WITH 2020 RCNYS,2020 ECCCNYS,AND 2020 THFRMAL AND MOISTURE PROTFCTION SPECIFICATIONS SECTION NUMBER 1 1 REVISION NUMBER PLATES AND MOISTURE BARRIER SHALL BE PROVIDED.ALL P.T.WOOD TO BE IN COMPLIANCE WITH SECTION R317 OF THE MCNYS OR OTHER METHODS APPROVED BY THE CODE OFFICIAL AS PER SECTIONS R302.1 AND R403.7 OF 2020 ECCCNYS. 2020 RCNYS. 1.SEE RESCHECK CALCULATIONS STAPLED TO TITLE SHEET FOR INSULATION R VALUES AND THICKNESS SPECIFICATIONS. SHEET NUMBER A-7 A �1 6.THE HVAC INSTALLERS SHALL PROVIDE THE MANUFACTURER MANUALS FOR MECHANICAL AND WATER HANDLING EQUIPMENT IN SPECIFICATIONS 8.STAIRS:ALL STAIRS,RAILINGS,AND LANDINGS SHALL COMPLY WITH SECTIONS R311.7.5.1 AND R3117.5.2.OF 2020 RCNYS. COMPLIANCE WITH 2020 RCNYS,2020 ECCCNYS,AND 2020 MCNYS.INSTRUCTIONS MANUALS FOR NEW MECHANICAL SYSTEMS TO BE 2.SEE PRESCRIPTIVE ENERGY ANALYSIS IN ENERGY CONSERVATION SPECIFICATIONS ABOVE FOR INSULATION SPECIFICATIONS. REVISION CLOUD ON SITE FOR INSPECTION. BUILDING DETAIL E) ______1_1 _ 9.WOOD STAIRS TO BEA MINIMUM OF 36"WIDE.STAIRS TO HAVE 5/4 INCH STRINGERS, 1-1/16 INCH TREADS,AND%INCH RISERS.THE 7.MECHANICAL SYSTEMS SHALL BE INSTALLED IN CONFORMANCE WITH 2020 RCNYS,2020 ECCCNYS, AND 2020 MCNYS. 3.ALL NEW CONSTRUCTION!SHALL CONFORM TO THE 2020 RCNYS,AND 2020 ECCCNYS. DETAIL NUMBER 1 . MAXIMUM RISER HEIGHT SHALL BE 8-1/4"AND THE MINIIMUM TREAD DEPTH SHALL BE 9".THE NOSING ON STAIRS WITH SOLID RISERS SHEET NUMBER A-7 SHALL BE 1-1/8".TREADS AND RISERS TO BE HOUSED INTO STRINGERS,GLUED AND WEDGED SOLID. 8.ALL JOINTS AND SEAMS OF AIR DUCTS,AIR HANDLERS,FILTER BOXES,AND BUILDING CAVITIES USED AS RETURN DUCTS ARE SEALED 4.ALL INSULATION SHALL COMPLY WITH SECTION R302.10 OF 2020 ECCCNYS AND 2020 RCNYS. 10. POURED CONCRETE STAIRS:STAIRS TO BE A MINIMUM OF 36'WIDE.THE MAXIMUM RISER HEIGHT SHALL BE 8-1/4"AND THE MINIMUM INCOMPLIANCE WITH 2020 RCNYS,2020 ECCCNYS,AND 2020 MCNYS. 5.ALL INSULATION AND VAPOR BARRIERS SHALL BE FIRE RATED AS PER THIS AS PER SECTION R302.10.1 OF 2020 RCNYS. VERTICAL ELEVATION ELEV. 0'-0" TREAD DEPTH SHALL BE 10-1/8". 9. BUILDING CAVITIES ARE NOT TO BE USED FOR SUPPLY DUCTS IN COMPLIANCE WITH 2020 RCNYS,2020 ECCCNYS,AND 2020 MCNYS. DOOR NUMBER O ��9 LyL HEAT DUCTING SHALL BE SECURED,SEALED AND INSULATED. 6.ALL ROOFING SHALL COMPLY WITH SECTIONS CHAPTER 9 OF THE 2020 RCNYS. Drawing No. , DOOR WINDOWS & A P CIFICATIONS KEYNOTE NUMBER O1 10.HVAC INSTALLER IS TO SUPPLY POST CONSTRUCTION DUCT TIGHTNESS TEST RESULTS OF LESS THAN OR EQUAL TO 8 CFM TO 7•ALL PENETRATIONS TO THE BUILDING ENVELOPE SHALL BE SEALED,CAULKED,GASKETED,WEATHERSTRIPPED,OR OTHERWISE WINDOW NUMBER 1 O - 1.SEE DOOR AND WINDOW SCHEDULES FOR STRUCTURAL WOOD HEADER SIZES.ALL DOORS,OPENINGS,AND WINDOWS TO BE SET OUTDOORS,OR LESS THAN OR EQUAL TO 12 CFM ACROSS SYSTEMS IN COMPLIANCE WITH 2020 RCNYS,2020 ECCCNYS, AND 2020 SEALED INCLUDING BUT NOT LIMITED TO AREAS AROUND WINDOWS,DOORS,HVAC DUCTWORK,PLUMBING PIPE,ELECTRICAL 11 - ,R-3 WITH TOP AT 6-10 1/2"A.F.F.UNLESS OTHERWISE NOTED. MCNYS. PENETRATIONS,ETC. Copyright of Architectural Drawings-These plans are protected by TRAP SIZE federal law and are subject to copyright protection as an PLUMBING FIXTURE MINIMUM "architectural work"under section 102 of the copyright act, 17 PROPOSED DECK (Inches) U.S.A. as amended December 1990 and known as Architectural A-4 Works Copyright Protection Act of 1990.These drawings are Bathtub (',,'lith or 01-InUt 'ShCrier head and,lor 1 9/ provided as an instrument for construction for the construction ❑ _ t,vhirlpccl r!.achnlents) 2 project at the address shown on the title block of the drawings and — —' — — — — — — — — they may not be used for any project other than that listed at the . � Bidet 111;t address shown on the title block without the written consent and t — — — — — — — — — — — — — — — — — /'Iothes washer standpipe 2 compensation of the architect.This protection includes but is not limited to the overall form as well as the arrangement and DASHED LINE I Dishwasher(on separate trap) '11,12 composition of spaces and elements of the designs. Under such REPRESENTS CONDITIONED CONDITIONED CONDITIONEDI r protection, unauthorized use of these plans,work or home PROPOSED MASTER BDRM #2 CONDITIONED THERMAL ENVELOPE PROPOSED BDRM#4 OPEN BELOW r-loor drain 2 represented, can legally result in the cessation of construction or PROPOSED BEDROOM BOUNDARY DASHED LINE Kitchen sins, (cne or tt.vo traps,with or buildings being seized and/or monetary compensation to Carmelhill REPRESENTS ;A1ithcut dishwasher,'ind food waste disposer) '11/2 Architects and/or Edward Koenig. THERMAL ENVELOPE CONDITIONED BOUNDARY — Laundry Wb(one or more compartments) 1112 GREAT ROOM ( Shower (based cn the total flow rare throt.lr_h oo -a-°°° o° _ _ � � Lavatory 11';4 NO. DESCRIPTION DATE U 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 CONDITIONED � � ( PROPOSED ONDITION �llo'prei"hearlwantjbod rcltiP�� 2 ISSUED FOR CONSULTING. 3-16-20 body-sprays) — — — — -� Flaw rate: 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 - - - - - - - - - - - - - I ❑ DYgpniandless 1112 CODES. — — 01 ",l 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 More than 5.7 gpm Lip to 12.3 gpm 2. UNCONDITIONED i'YI r'rt?t1"fall 12,3 gpm Up to 25,8 t�Jn1 3 5 REVISED WETLANDS COVERAGE 10-2-20 PROPOSED CELLAR NIcare than 25-6 gpm tlp to 55-6 gpm 4 CALCULATIONS. CONDITIONEDo NDITION PROPOSED BDRM#5 CONDITIONED 3" ROOF VENT THROUGH ROOF. UNCONDITIONED TERMINATION HEIGHT TO COMPLY WITH SECTION P3103.1 OF 2020 RCNYS.VENT 3" ROOF VENT THROUGH ROOF. (3:)THERMAL ION ^ PROPOSED DECK. PENETRATION THROUGH ROOF SHALL BE TERMINATION HEIGHT TO COMPLY WITH 4t,-4 ,)SCALE: 1/8" = 1'-0" SIZED IN COMPLIANCE WITH SECTION SECTION P3103.1 OF 2020 RCNYS. VENT P3103.2 OF 2020 RCNYS TO MITIGATE '"F—PENETRATION THROUGH ROOF SHALL BE EFFECTS OF FROST CLOSURE. SIZED IN COMPLIANCE WITH SECTION A-4 SECOND P3103.2 OF 2020 RCNYS TO MITIGATE SECOND FLOOR THERMAL ENVELOPE PLAN FLOOR ATTIC EFFECTS OF FROST CLOSURE. SCALE: 1/8"- V-0" — — — — c/^ — 3/4— — — — — cNv c/w c/w - 3! — HNV — I HM �- - — " � — - - - - - —� — '-3/� — — — H/W — � - — HIW — — HnN — N --------------- ° UNCONDITIONED I'r Ar TAT LA ' I 4A� , PROPOSED DECK I C I WC - DASHED LINE — — 0 � HOWE REPRESENTS i❑❑ I FIRST I FIRST 1 THERMAL ENVELOPE FLOOR FLOOR BOUNDARY , r----------------------- o "' MN I TO 4.. TO WASTE MAIN , WASTE 4" 2„ _ — - — — C.0 C.O r \ \ I CONDITIONED CAD File Name: TOSCANO REVISED 6.1ayout OSED STUD \ , BATHR00M#1 RISER DIAGRAM BATHROOM#2 RISER DIAGRAM Drawn By: Edward Koenig QNDl CON0171ONED NOT TO SCALE NOT TO SCALE /PROPOSE6 QkEAT\ R DMArchitect's Seal NDITtON ®® 3" ROOF VENT THROUGH ROOF. 3" ROOF VENT THROUGH ROOF. ' TERMINATION HEIGHT TO COMPLY WITH TERMINATION HEIGHT TO COMPLY WITH , f. ' TIONED SECTION P3103.1 OF 2020 RCNYS. VENT SECTION P3103.1 OF 2020 RCNYS.VENT POSED BATH PENETRATION THROUGH ROOF SHALL BE PENETRATIC:N THROUGH ROOF SHALL BE �. � ..: C JED ell ISIZED IN COMPLIANCE WITH SECTION SIZED IN COMPLIANCE WITH SECTION ' O III P3103.2 OF 2020 RCNYS TO MITIGATE P3103.2 OF 2020 RCNYS TO MITIGATE �` �✓ EFFECTS OF FROST CLOSURE. EFFECTS OF FROST CLOSURE. ¢b , CONDITIONED �t PROP )SED DINING ATTIC ATTIC CONDITIONED PROPOSED LIVING CONDITIO E CONDITIONED II 3!4— — civ — CN cNv C/w — 3/4— — c1w — C/w cNu cNV _ — F — T — � - - — I - - - I — — F — T - --r - - - -j - - - I — PROPOSEDBDRM#1 ( 3/4" — H/W - - - -1- - H/W - -r - - - H/W - - -I- - Hfw - - '3/4 — HAN - - - r — H/w - -r - - = H/W - - -r- - H/W - - r - -- CARMELHILL - „ -_ - -z---- - 2"X 4" P.T. MUDSILL 2"X 6" P.T. MUDSILL WITH 5/8"ANCHOR BOLT WITH 3"X 3" 1/8" BRICK PAVER AND BLUESTONE PATIO PAVERS z WASHERS SPACED @ T-0"O.C.AND SPACED WITH 6"TO 12"OF Copyright of Architectural Drawings-These plans are protected by OVER 4" POURED CONC. SLAB WITH 6 X 6 W1.4 X 5/8"ANCHOR BOLT WITH 3"X 3" 1/8"WASHERS SPACED @ T-0" federal law and are subject to copyright rotection as an EACH END PLATE.ANCHOR BOLTS SHALL HAVE A MIN. 1P W1.4 W.W.F. OVER CRUSHED GRAVEL FILL co O.C.AND SPACED WITH 6"TO 12" OF EACH END PLATE. EMBEDMENT OF 7" 12" MAX, 4'-0" MIN, 12" MAX. "architectural work"under section 102 of the copyright act, 17 COMPACTED IN 4" LIFTS OVER COMPACTED ANCHOR BOLTS SHALL HAVE A MIN. EMBEDMENT OF 7" 6" MIN. 6" MIN. U.S.A. as amended December 1990 and known as Architectural EARTH l- #5 REBAR HORIZONTAL AT TOP OF FOUNDATION WALL Works Copyright Protection Act of 1990.These drawings are <I #5 REBAR HORIZONTAL AT TOP OF FOUNDATION WALL z CONTINUOUS AT CORNERS • a ° provided as an instrument for construction for the construction -�II CONTINUOUS AT CORNERS I =_ o ° a a project at the address shown on the title block of the drawings and #5 REBAR HORIZONTAL AT TOP OF FOUNDATION a II_-_1Ti-i - m 8" POURED CONCRETE FOUNDATION WALL 3500 PSI AT 28 DAYS r 4 POURED CONCRETE SLAB 3500 PSI AT 28 ° a a CO, z o Z they may not be used for any project other than that listed at the WALL CONTINUOUS AT CORNERS II _ AYS MIN. OVER 6 MIL CONCRETE RATED - g - �_ Ia 4" POURED CONC. SLAB WITH 6 X 6 W1.4 X W1.4 W.W.F. OVER 4" ° MIN. _ - Cl) - g a ° a ° _ g address shown on the title block without the written consent and -Ill II CRUSHED GRAVEL OVER COMPACTED EARTH a e =_I= o ,. POLY VAPOR BARRIER OVER 4" CRUSHED 04 : T EXISTING GRADE SLOPED AWAY FROM,,-' II- a -11� EXISTING GRADE SLOPED AWAY FROM STRUCTURE GRAVEL OVER COMPACTED EARTH CO co compensation of the architect.This protection includes but is not �, II- limited to the overall form as well as the arrangement and STRUCTURE - - ° 9 z_ =I TI FOUNDATION WATERPROOFING composition of spaces and elements of the designs. Under such EXISTING GRADE SLOPED AWAY FROM STRUCTURE----"1=1II- III - protection, unauthorized use of these plans,work or home III=III REINFORCE SLAB WITH 6 X 6 W1.4 X W1.4 III • .;r.' o - ' 8" POURED CONCRETE FOUNDATION WALL 3500 PSI AT 28 _III= ° 11=1 „ j— II- III-III III- 4 POURED CONC. SLAB WITH 6 X 6 W1.4 X W1,4 W.W.F. DOUBLED z a represented, can legally result in the cessation of construction or 8" POURED CONCRETE FOUNDATION WALL 3500 z =Iii= 11=1 - W.W.F. DOUBLED OVER T-0 AT EDGE buildings g monetary p _I I �_-L DAYS MIN. IIT=III m Ill- OVER 3'-0"AT EDGE OVER 6 MIL CONC. RATED POLY VAPOR - 1. 5/8"ANCHOR BOLTS @ 4'-0" O.C. gs bein seized and/or moneta compensation to Carmelhill PSI AT 28 DAYS MIN.WITH#5 VERTICAL REBAR @ ��' 4 _ III II- IIIA T BAR Architects and/or Edward Koenig. 36" O.C. - �4.. IIIII o =—_ - GEO FILTER FABRIC OVER CRUSHED STONE -II -II. M 16"X 8" POURED CONC. FOOTING 3500 PSI AT 2. MINIMUM 7" EMBEDMENT INTO CONCRETE WITH 3"SQUARE GEO FILTER FABRIC OVER CRUSHED STONE °E., ... A WASHERS II- (IIIII' 28 DAYS MIN.WITH (2)#5 REBAR BEARING - °.—'`— AND END NUT SETUP _ 1 4" DIA. PERFORATED DRAIN TILE, PITCHED TO DRYWELLS - °' ' a ° -IIIII 4" DIA. PERFORATED DRAIN TILE, PITCHED TO DRYWELLS ° . ON UNDISTURBED VIRGIN SOIL. REBAR - _ •. •• 16"X 8" POURED CONCRETE FOOTING, 3'-0" DEEP �I 7IIIm -T = 4 ° DESCRIPTION DATE • =M CONCRETE COVERAGE TO BE 3" MIN i -'' 3.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR MIN., 3500 PSI AT 28 DAYS MIN. WITH (3)#5 REBAR - 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 BEARING ON UNDISTUR13ED VIRGIN SOIL. REBAR 16"X 8" POURED CONCRETE FOOTING, T-0" DEEP MIN., 3500 _ = ll iLl i���lll IIM�ll1; REPLACED BY HOLD DOWNS FOR SHEARWALLS =III=III=III 111= BEARING ON UNDISTURBED VIRGIN SOIL PSI AT 28 DAYS MIN. WITH (2)#5 REBAR BEARING ON_-- -11=TT=1�=1T1-h 11 „ 2 ISSUED FOR CONSULTING. 3-16-20 CONCRETE COVERAGE TO BE 3" MIN UNDISTURBED VIRGIN SOIL. REBAR CONCRETE COVERAGE TO 1 _8 4. ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6" MIN.AND R/O PORCH POURED CONCRETE BE 3" MIN (2)#5 RCORNERS. REBAR CONCRETE COVERAGETOB 3O MIN... FOOTING BEARING ON UNDISTURBED VIRG N SOIL 12"MAX. FROM ENDS OR CORNERS 3 CODES. ALL CODE REFERENCES TO 2020 6-1-20 1 FOUNDATION WALL DETAIL (]PGARAGE FOUNDATION 3 CELLAR FOUNDATION DETAIL gINTERIOR HAUNCHED FOOTING D TAI( (PANCHOR BOLT SPACIN RECD_ 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 SCALE: 1/2" = V-0" A_6 SCALE: 1/2"= V-0" A_6SCALE: 1/2"= V-0" SCALE: 1/2" = 1'-0" SCALE: 3/4" = 1'-0" 5 REVISED WETLANDS COVERAGE 10-2-20 CALCULATIONS. 2"X 4" PRESSURE TREATED MUDSILL WITH 5/8" CS20 COIL STRAP (UPLIFT CONNECTOR- ANCHOR BOLT WITH 3"X 3" 1/8"WASHERS SPACED TYPICAL)WITH 12" MINIMUM BEARING ON @ T-0" O.C.AND SPACED WITH 6"TO 12" OF EACH STUDS, WRAPPING UNDER SILL AND NAILED E C END PLATE.ANCHOR BOLTS SHALL HAVE A MIN. T-0� O.C. MAX. TO UNDERSIDE OF SILL A-12 A-11 F EMBEDMENT OF 7" INTO CONCRETE 1 i A-12 FOUNDATION PLAN KEYNOTES A35F MIN.18 GAUGE PLATE CONNECTORS @ NO. NOTE #5 REBAR HORIZONTAL AT TOP OF FOUNDATION 1-1/2 12"O.C. MAX. (SHEAR CONNECTOR) FOUNDATION WALL-8" POURED CONCRETE ' MIN. „ „ „ FOUNDATION WALL 3500 PSI AT 28 DAYS MIN. WALL ; 'j�'� �° 5'-11" 6'-8" 10'-1" 8'-4" 6'-1 3-6 1 -0 41-411 3-11 ALL STRAPPING TO BE INSTALLED 16"O.C. 01 WITH#5 REBAR HORIZONTAL AT TOP OF 8" POURED CONCRETE FOUNDATION WALL 3500 a Q UNLESS OTHERWISE NOTED FOUNDATION WALL AND CONTINUOUS AT CORNERS, PSI AT 28 DAYS MIN. e a INSTRUCTIONS MANUALS FOR NEW A CONTINUOUSLY CONNECTED PATH MUST BE I• ��` r"r'" (2) -1/2"X 11-1/4"WOLM NIZED PARA_LLAM PLUS 02 MECHANICAL SYSTEMS TO BE ON SITE FOR PROVIDED FROM THE STUD TO THE GIRDER %:I�►'..y- NOTE: SEE FOUNDATION FLAN FOR VERTICAL AND a a 6 BELOW. ' INSPECTION. HORIZONTAL REBAR REINFORCEMENT IN 8"X 8" P.T. POST OVER 2'-0" DIA. POURED UNBALANCED CELLAR FOUNDATION WALLS e. 1 ALL STRAP STOCK NUMBERS SHOWN ARE 03 I I 03 CONCRETE PIER, T-0" DEEP MIN., BEARING 3 MIN. FROM "SIMPSON STRONG TIE CONNECTORS" I I ON VIRGIN SOIL 16"X 8" POURED CONCRETE FOOTING 3500 16"X 8" POURED CONCRETE FOOTING 3500 PSI AT I ( 04 PSI AT 28 DAYS MIN. WITH (2)#5 REBAR ul)28 DAYS MIN.WITH (2)#5 REBAR BEARING ON NOTE:ANCHOR BOLT NOT SHOWN I I-` I O BEARING ON UNDISTURBED VIRGIN SOIL. UNDISTURBED VIRGIN SOIL. REBAR CONCRETE 17 REBAR CONCRETE COVERAGE TO BE 3" MIN.. COVERAGE TO BE 3"' MIN I - I 3-1/2" DIA. STEEL LALLEY COLUMN OVER 2'6" - TYPICAL CONNECTIONS DETAIL AT I � U I � (2)2"X 0" T. BEAM - X 2'6"X 12"POURED CONCRETE PAD WITH#4 "r W 12 05 REBAR @ 3-1/2 O.C. EACH WAY(7) MINIMUM, 9SCALE: 8 FOUNDSTION WALL REINF. - ELEV. gFIRST FLOOR LEVEL ° TWAORINGONVIRGINSOIL. (TYPICALFOR 1/2"= 1'-0" NOT TO SCALE I o ��� 3-1/2" DIA. STEEL LALLEY COLUMN OVER 2'0" X 2'0"X 12" POURED CONCRETE PAD WITH#4 X 06 REBAR @ 3-1/2"O.C. EACH WAY(6) MINIMUM, 16 N 18 16 W_ 1 1_I—1 �_I-I ''~, ` 19 BEARING ON VIRGIN SOIL. (TYPICAL FOR THREE - - - - - 38- - - - - - - - - - — _ _ _ �i � _i �J — _ - - - - - 3-1/2" DIA. STEEL LALLEY COLUMN OVER TO" ... .. O � RETE PAD WITH 20 CAD File Name T 01 07 #4 REBAR @ 4 O.C. EACH WAY(8) MINIMUM, OSCANO REVISED 6.layout — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — O — — — — — — — — BEARING ON VIRGIN SOIL. (TYPICAL FOR Drawn By: Edward Koenig TWO 27'- 0" 20'-1" I 4" POURED CONCRETE FLOOR SLAB WITH 6" X 6"W1.4 X W1.4 W.W.F. ON 6 MIL CONCRETE Architect's Seal �j I I I I �? 08 RATED POLY VAPOR BARRIER OVER 4" O CRUSHED GRAVEL. I I 14 4'COMPACTED POURED DCONCRETE FLOOR SLAB WITH 6" X 6"W1.4 X W1.4 W.W.F. OVER 4" -;,•.� . BP WITH SQUARE WASHER(UPLIFT I I I I 09 COMPACTED CRUSHED GRAVEL. PITCH ANCHOR BOLT-SEE FOUNDATION DETAIL i I I I I I FLOOR SLAB 1/8 PER FOOT TOWARDS Fes— e. FOR SIZE AND SPACING) U I I I GARAGE DOORS. 02 10 O 3 8' X 16" POURED CONCRETE PIER, ' NOTE: OTHER CONNECTORS, WIND I I 0 --o I M I I CONTINUOUS FROM FLOOR TO WITHIN 12 f......' STRAPPING,AND HOLD DOWNS NOT o I d p -1 OF FLOOR JOISTS (VERIFY IN FIELD �'� • ,� - SHOWN �. ... .... O PROPOSED CELLAR 11 0 10 REQUIRED CLEARANCE FOR SELECTED * i I I � i_ I pg BEAM OPTIONS AND ADJUST AS REQUIRED), ` ' .. h .r X O I ( I I OVER 16"X 24"X 10" POURED CONCRETE ' IC%H iv -, PAD BEARING ON VIRGIN SOIL 4" STEP DOWN INTO GARAGE I I I I 0 . • 11'-10" 10'-4" 5'-11" 8 20'-4" 10 (PTYPICALANCHOR BOLT DETAIL rI M12 2"x12" P.T. sTRINGER@16"o.c._ CARMELHILL NOT TO SCALE f — — � ��� � - 11-7/8" LVL BEAM OR 2) -3/4' X 11-7/8 LVL BEAM OFA (2�� 13/4 X 11-7�8 —I(3) 1-3/4 X 11-7/8 LVL BEAM ITH 2)314 STEEL FLITCH PLATES APPLY TAR FOUNDATION WATER PROOFING STEEL BEAM W X 12 STE L BEAM LVL BEAM OR 'BOLTED WITH 1/2" IA. B LTS @ V-6"O.C. "STAGGERE " OR I 13 AND MOISTURE BARRIER TO EXTERIOR OF 1 L _ � i- W10x12STEE F_ - - - I ARCHITECTS �W10 X 30 STEEL B AM FOUNDATION WALL BELOW GRADE IN ( I EAM COMPLIANCE WITH RCNYS SECTION R406.2. I 1 �j I I I I 2"X 36" R-10 PERIMETER RIGID FOAM D i I I I U DOUBLE JOIST O I I I I - INSULATION BOARD "FORMULAR 150"AS A-11 10 O HEADER 0 -- 14 MFG'D. BY OWENS CORNING EXTENDING TO O `r° x 07 tiles OJ I I I I B TOP OF SLAB IN COMPLIANCE WITH SECTION #CS20 1-1/4"'X 20 GAUGE STEEL COILED STRAP 05 06 _J _ r` A-10 RN1102.2.10 - WRAPPED UNDER SILL ANDOVER STUD WITH 12" ~ I ? I I ' I o _J I II XIS o co I I I 3 `'� /MIN. STUDS BEARING 22 — I X I j W X — I I I O (TYPICAL FOR FIVE) �r ¢ cn o 15 BEAM POCKET I N � w z I - -L. , No �(�) 73/4' X 11-7/8� — _ I - I I I I 16 SIMPSON DTT2Z LATERAL CONNECTOR ALL STRAPPING TO BE INSTALLED 16"O.C. � LL M � I (MINIMUM OF 2 SETS ARE REQUIRED, EACH — I F- J,1. 2 1 3/4 X 11 6 (3) 1 3/4 X l l-7/8�t 71!.BEA ITH 2)3/4"STELL FLITCH PLATES -I 1 ( O UNLESS OTHERWISE NOTED - - - SET WITHIN 24 OF EACH END OF DECK). SEE j LVL E OR W I „ „ N I — I 3 1,q/411 X 11-7/8" LVL BEA OR -� L� I VL BEAM OR (BOLTED WITH 1/2 DIA. BO TS @ 1 -6 O.C. ST�GGERE "OR I I I DTL.23/A-14 W1 X 12 STEEL BEAM 10 X 1 STEEL g: — L -W10 X 12 STEL B W10 X 39 STEEL BEAM " = , 8 X 8 P.T. POST OVER 12' DIA. POURED A CONTINUOUSLY CONNECTED PATH MUST BE — i BEAIIdI w _ —J I I I I CONCRETE PIER BEARING ON 1'-6"X 1'-6"X PROVIDED FROM THE STUD TO THE GIRDER 3,-2„ t — CaI — — — — — 17 BELOW. I 15 �1 �i I O 10" POURED CONCRETE PAD BEARING ON X �;I — VIRGIN SOIL 3'-0" DEEP MIN. WWW.CARMELHILL.COM ALL STRAP STOCK NUMBERS SHOWN ARE FROM I I M co — 13 2"X 12" PRESSURE TREATED LEDGER BEAM ° r. v �`' 18 BOLTED TO STRUCTURE WITH 1/2" DIA. GALV. "SIMPSON STRONG TIE CONNECTORS" U — — V I Architecture Firm: ° - _ _ - '• 1'-6"O.C. "STAGGERED". �1 o X;l �� O 20 I I 12" POURED CONC. "TRENCH" STAIR CARMELH I LL ARCH IT C:TS FOOTING 3'-0" DEEP MIN. POURED TO ANCHOR BOLT NOT SHOWN - O C° _ _ O o GRADE, 3500 PSI AT 28 DAYS MIN., BEARING EDWARD KOENIG - R.A., A.I.A. I I � O � �: O .– ifl W � —UP- �` 08 19 ON VIRGIN SOIL WITH 1 #5 REBAR AT TOP 415 LAKE AVENUE SOUTH DOUBLE JOIS I I AND (2)#5 REBAR AT BOTTOM. OUTER TYPICAL MUDSILL TO FOUNDATION " O 1 I iHEADER 1 X - co REBAR TO BE CONTINUOUS AT CORNERS. NESCONSET, NY 11767-1848 �. •; I 11'-10" N 6'-5" 4'-0" 12'-7" �" 13'_7" I I REBAR CONCRETE COVERAGE TO BE 3" MIN. 631-277-3337 WALL CO8 X 16 POURED CONCRETE PIER OVER 16" Website: www.CARMELHILL.com NNE TI N DETAIL I — — — — — I 20 X 24"X 10" POURED CONCRETE PAD A-6 NOT TO SCALE I ,.} I I- — — — T I I BEARING ON VIRGIN SOIL Email: CARMELHILLI6@gmail.com _ _ — — — _ _ _ _ PORCH SLAB-4" POURED CONCRETE FLOOR 3" _ - - „ - �2) 1 3/4"X 11 7/8 LVL BEAM - SLAB WITH 6"X 6"W1.4 X W1.4 W.W.F. ON t i i, I r — 3 _ _ — — — — — o 21 OVER 4"COMPACTED CRUSHED GRAVEL i' I - - - - - - - - - - - -- r I I X U Project I ij 1 'i1 I 7' @O) I I SLOPED 1/8" PER FOOT AWAY FROM Title: X N STRUCTURE. L_ _ N '�° _ _ _ _ _ _ _� TOSCANO RESIDENCE }?h�4` EIMBEDDED 14'" INTOPLIFT CONCRETEI I 21 I I I I 22 LINE OF STAIRS ABOVE (TYPICAL AT CORNERS OF BUILDING - I I I I O TOM & CAROLINE T 1.,, '••` Nafls are caunlersunk for � I OSCANO E02I a law-profile scrap surface. AND AT ENDS OF SHEARWALLS) I I - STOOP ARMS-8" POURED CONCRETE 610 JACKSONS LANDING 12'-1" 8" 9" 11" 8." 11'-6" 14-11 FOUNDATION WALL 3500 PSI AT 28 DAYS MIN. WITH#5 REBAR HORIZONTAL AT TOP OF MATTITUCK, NY 11952 M - t FOUNDATION WALL AND CONTINUOUS AT 917-440-0916 A CONTINUOUSLY CONNECTED PATH � CORNERS OVER 16"X 8" POURED CONCRETE I MUST BE PROVIDED FROM THE STUD TO THE CONCRETE FOUNDATION BELOW. t- — — C <. F — — _J "' 23 FOOTING 3500 PSI AT 28 DAYS MIN.WITH (2) DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 W«n - — j-� r°'h'°° o 22 #5 REBAR BEARING ON UNDISTURBED Embedment H.', -�' ALL STRAP STOCK NUMBERS SHOWN ARE 23 Line C','jt¢ II, FROM "SIMPSON STRONG TIE I — — I VIRGIN SOIL. REBAR CONCRETE COVERAGE `� TO BE 3" MIN.. Sheet Title (Ton of U;., a � CONNECTORS — — Conorete) r fi , „ „ „ „ DATION PLAN 12-0 3-2 5i-0 3-2 26'-5" I� "01, NOTE:ANCHOR BOLTS NOT SHOWN J ° 49-41 1,,.nr», F CT 7 CO?':) STHD14FZJ RIM JOIST APPLICATION 'Drawing No. 1p TYP. FOUNDATION TIE-DOWN METHOD FOUNDATION PLAN A-6 NOT TO SCALE SCALE: 1/4"= V-0" A=5 Copyright of Architectural Drawings-These plans are protected by DOOR SCHEDULE federal law and are subject to copyright protection as an 3D "architectural work" under section 102 of the copyright act, 17 ID# EXT. WIDTH HE=IGHT DESCRIPTION HEADER HEADER TYPE MANUFACTURER CODE U.S.A. as amended December 1990 and known as Architectural ELEV. Works Copyright Protection Act of 1990.These drawings are u ANDERSEN DOUBLE HUNG WINDOW FINISHED FLOOR provided as an instrument for construction for the construction 01 11 24" 80" PCOKET DOOR 2X6X53" (2) LUMBER MASONITE OPENING CONTROL DEVICE PART - - - - - project at the address shown on the title block of the drawings and u N LEVEL the may not be used for anproject #9021975 OR EQUAL IN COMPLIANCE _ _ _ _ TOP OF y y y without other than that listed at the �� WITH SECTION R312.2.2 OF 2020 RCNYS PLATE - address shown on the title block without the written consent and 1 5 compensation of the architect.This protection includes but is not 02 �� 24 " 80 " SWING 2X6X29" (2) LUMBER MASONITE GAE EN limited to the overall form as well as the arrangement and Il ANDERSEN CASEMENT WINDOW L U composition of spaces and elements of the designs. Under such MOI OPENING CONTROL DEVICE PART protection, unauthorized use of these plans,work or home 03 �� 30" 80 " SWING 2X6X35" (2) LUMBER MASONITE #9051541 OR EQUAL IN COMPLIANCE IN o represented, can legally result in the cessation of construction or utl WITH SECTION R312.2.2 OF 2020 RCNYS buildings being seized and/or monetary compensation to Carmelhill Architects and/or Edward Koenig. 04 19 Co i 48 " 80 " GLASS FRENCH DOOR SWING BIPART 2X8X53" (2) LUMBER MASONITE OR WINDOWS SILLS 24" OR LESS AFF AMD - JELDWEN GREATER THAN 72"ABOVE EXTERIOR NO. DESCRIPTION DATE ADJACENT GRADE OR OTHER EXTERIOR SURFACE REQUIRE WINDOW OPENING FINISHED FLOOR 05 DO 30" 8C " POCKET DOORS 2X6X65" (2) LUMBER MASONITE PROTECTION IN COMPLIANCE WITH LEVEL 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 NO WINDOW OPENING SECTION R312.2 OF 2020 RCNYS GUARD REQUIRED FOR 2 ISSUED FOR CONSULTING. 3-16-20 06 3611 80 11 ENTRY SWUNG 2X6X41" (2) LUMBER JELDWEN INDOW SILLS HEIGHT 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 �P1313 THERMATRU OR GREATER THAN 24"AFF CODES. — — — — — — — — — — — — — FINISHED GRADE 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 — — — — — — — — — — — 07 �� 30 " 80" SWING 2X6X35" (2) LUMBER MASONITE — — — — — — — — — — — — — — — — — — — — — — — — — — — 5 REVISED WETLANDS COVERAGE 10-2-20 llll CALCULATIONS. a nn 08 0an 6011 80" BIPASSING SLIDER 2X8X65" (2) LUMBER MASONITE911 (2�W I N D OW GUARD E L EVAT I O N A-7 SCALE: 1/4"= V-0" • 09 24" 80" SWING 2X6X29" (2) LUMBER MASONITE 1 2 J E C F QI A-12 � A-11 A-12 QI 10 30" 80" SWING 2X6X35" (2) LUMBER MASONITE CONSTRUCTION PLAN KEYNOTES 49'-9" NO. INCITE w w W BLIND FLASH ALL INTERSECTIONS OF 0000 = 4'-0" 2'.5" 2'-5" 2'-9" 4'-3" T-5" 4"-11" 3'-5" 4'-5" 4'-8" 3'-5" 3'-5" 6'-3" _ � 01 HORIZONTAL AND VERTICAL AS PER RCNYS 11 �� 72 8Ci BIFOLD BIPART 2X10X77 (2) LUMBER MASONITE R903.2 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ O ❑ ❑ 2 ❑ ❑ ❑ ❑I❑ ❑ ❑ ❑ ❑ ❑ 1 ❑ ❑ ❑ ❑ ❑ ❑-0-0-0 ❑ ❑ ❑ ❑ ❑ ❑ 0002 TIE DOWN. SEE DTL. 10/A-5 12 00 30 " 80 " BIPASSING SLIDER 2X6X35" (2) LUMBER MASONITE r o o EE DOOR AND WINDOW SCHEDULES 911 ° ° FOR STRUCTURAL HEA DER SPECIFI AT ONS ❑ 03 24"WIDE DROP DOWN ATTIC STAIRS Ono 'E 06 13 30" 80" SWING 2X6X35" (2) LUMBER MASONITE 10"X 10" DECORATIVE COLONIAL COLUMN 1011 04 ENCLOSURE OVER 6"X 6" P.T. POST.VERFIY 08 $, REQUIRED COLUMN HEIGHT IN FIELD 14 18 " 80" SWING 2X6X23"(2) LUMBER MASONITE - I ° ❑ 00 BEFORE ORDERING OR CUTTING TYPICAL C) o 05 PROVIDE CLOSETS WITH WIRE SHELF AND — — — — — — — COAT ROD. 04 15 u 24 " 8CI " SWING 2X6X29" (2) LUMBER MASONITE (2)2" 10" P.T. DECKING ASSEMBLY-6"TREX DECKING u ° ° SPACED WITH ONE 12D NAIL OVER 2"X P.T. ° 10I U I 06 DECK JOIST(SEE CONSTRUCTION PLAN FOR n o ° w io SPECIFICATION). 16 !� 2411 8CI" SWING 2X6X29"(2) LUMBER MASONITE 13SIMPSON DTT2Z LATERAL CONNECTOR u o I I I n U) 11 07 07 (MINIMUM OF 2 SETS ARE REQUIRED, EACH r--- ----------------------------- ---- -------- ° 00 I- = SET WITHIN 24 OF EACH END OF DECK). SEE Ono 7co rr 17 30 " 80 ItSWING 2X6X35"(2) LUMBER MASONITE j 02 = I I I I I I I I I I N O 02 DTL. 23/A-14 utl 1 8 9 18 9 6 30 08 LINE OF DECK ABOVE �S_HEAR_WALL� _ O �- _ - HEA WALL A=6 18 60 " 8CI" FRENCHWOOD GLASS SLIDER 2X8X65" (2) LUMBER ANDERSEN FWG5068 L LINE - 2"X 8" LEDGER BEAM BOLTED TO CAD File Name: TOSCANO REVISED 6.layout LINE \ / 09 STRUCTURE WITH 1/2" DIA. @ V-6"O.C. Drawn By: Edward Koenig "STAGGERED". WALLS AND CEILING SURROUNDING 19 0 30 " 80 " SWING 2X6X35"(2) LUMBER MASONITE \ FURNACE AND HOT WATER HEATER TO Architect's Seal / 10 „ RECEIVE 5/8 TYPE X GYPSUM BOARD 20 72" 8CI" BIPASSING SLIDER 2X10X77" (2) LUMBER MASONITE i;o \ / / x TAPED AND SPACKLED. I IX 00 11 BORESSURE LTEDPTO STRUCTURE WITREATETH 1/2"LEDGER A GALV. - - - - - - - - - - - - y rn \ / I V-6"O.C. "STAGGERED". "7 :: *�_q m ,,fie:.. ; � \ / r- T 7 I tip._.. .. 21 1I0u0 60" 80 " BIPASSING SLIDER 2X8X65"(2) LUMBER MASONITE \ \ / rJ I I PROVIDE LINEN CLOSET WITH ADJUSTABLE 0➢� of _ p _ - - - _ i - J I 05 12 STIANDARDSRE ES ON WALL MOUNTED O cn \ / �n I 00 r- I _..t...... o®®� -� I PROPOSED KITCHEN , . 22 48 8CI BIPASSING SLIDER 2X8X53' (2) LUMBER MASO,dITE J FD PROVIDE 1/2" MELAMINE ADJUSTABLE " SHELVES ON WALL MOUNTED STANDARDS. �� „ u_ PROPOSED 0 U) I u_ NdCEILING JOSS S 17 PROVIDE FALL PROTECTION: 36" HIGH VINYL 1 X / OPEN TO ABOVE) \ x O 14 RAILING WITH TOP AND BOTTOM RAILS AND N -3 / \ I CV 23 990000 6011 8( " BIPASSING SLIDER 2X8X65" (2) LUMBER MASONITE - VERTICAL SPINDLES.(MAXIMUM CLEAR DOUBLE OPENING TO BE LESS THAN 4"). ------- ;t WALL 15 TIE DOWN. SEE DTL. 1/A-8 24 3611 80 " DOORWAY 2X6X41"(2) LUMBER (2)2 jX 4 OST \ \ OVEN - O \ _ I N a EACH SIDE 05 \ I _j I �� 7 _ NI / \ I 13 I CARMELHILL 25 36 " 8CI" SWING 2X6X41" (2) LUMBER MASONITE I ' 3��)"0- — — — _\� _ �------- _ BEAM — — — 42 — - --� 01 03 J (FLUS o ARCHITECTS On 27 30" 80" BIPASSING SLIDER 2X6X35 (2) LUMBER MASONITE I 40 U - - - - _ D 9 ifl F- O O CLOSET O � O o 28 30" 80" FINISHED GYPSUM BOARD OPENING 2X6X35"(2) LUMBER �? � 10 B 11 09 w I (6)2"X 4" POST X I-_ I 3 M A-10 I O 1;0 EACH SIDE = O I— PROP SED SATH#2 29 60 " 8CI " FRENCHWOOD GLASS SLIDER 2X8X65" (2) LUMBER ANDERSEN FWG5068 R _D o i; LAUNDRY ~ 7 5 1-3/4"X 9-1/4" LVL BEAM LUSH) Ph CHUTE I I (2) 1-3/4"X 9-1/4" LVL BEAM WITH (1) CO r' 3 2"X 10" BE 3/4"STEEL FLITCH PLATE BOLTED o 30 1411 80 " ENTRY DOOR SIDELITE 2X6X19" (2) LUMBER THERMATRU OR — (FLUSH) WITH 1/2"DIA. BOLTS @ 1'-6"O.C. 2"X 10" ` JELDWEN — — — "STAGGERED" (FLUSH) BEAM 46 C° (2)2"X 4" POST (FLUSH) 31 ®® 1081, 84 " INSULATED SECTIONAL OVERHEAD (2) L4"X 4"X 1/4" (2) STEEL — EACH SIDE 14'-0" WWW.CARM ELH I LL.COM ANGLE LINTEL --- — 3 — PROPOSED DINING Cj 32 ®® 108 " 8�I " INSULATED SECTIONAL OVERHEAD (2) L8 X 6 X 9/16" (2) STEEL — °O mo O P Architecture Firm: J co @ ° CARMELH I LL ARCHITECTS LONG LEG UP ANGLE LINTEL _ __ CD - V w `_i � p iiI - - - o � cnw 34 96 " 8011 FRENCHWOOD GLASS SLIDER 2X12X101" (2) LUMBER ANDERSEN FWG8068 L _�' O C° 04 U� x p ci EDWARD KOENIG - R.A., A.I.A. x _Jva N ° ° 415 LAKE AVENUE SOUTH LL PROPOSEDIST wPROPOSED IRDIRM NESCONSET, NY 11767-1848 37 72 80 FRENCHWOOD GLASS SLIDER 2X10X77 (2) LUMBER ANDERSEN FWG6068 L rn HEADER O _ x 0 o W 631-277-3337 nn 11'-11" N 10"-0" 24 12'-0" LL w 14'-0" N Website: www.CARMELHILL.com 38 30" 80" SWING 2X6X35" (2) LUMBER MASONITE X o Email: CARMELHILLI6@gmail.com 0 SHEAR WALL _ SHEAR WALL 39 ® 3211 8CI" SWING 2X6X37" (2) LUMBER MASONITE BINE LINE - Project Title: 8 5 ; ° 117111 14 1 20 0 02 09 0 p2 TOSCANO RESIDENCE 40 u 24 " 80" SWING 2X6X29"(2) LUMBER MASONITE _ ° a `r° 02 i PROPOSED, RIO TOM & CAROLINE TOSCANO 11 j 02 14 x 0 610 JACKSONS LANDING 42 96 " 8Ci" DOORWAY 2X12X101" (2) LUMBER 04 °Zo "- ❑ 1 7 02 MATTITUCK, u U (3)2"X 1'0"BEAM NY 11952 ; 917-440-0916 DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 43 !� 2411 8C " SWING 2X6X29" (2) LUMBER MASONITE —I— — THERMATRU OR Sheet Title 44 14 " 80 " ENTRY DOOR SIDELITE 2X6X19" (2) LUMBER JELDWEN 6'-5" 6'-3" 5 " 4'-8" 3'-4" 4'-2" 5'-10" 3'-4" V-10" I FIRST FLOOR oral 49-9 CONSTRUCTION PLAN 45 30" 8Ci" SWING 2X6X35" (2) LUMBER MASONITE - --- � J J J J , Q Q i 46 3011 8C, " POCKET DOOR 2X6X65" (2) LUMBER MASONITE j ¢I al z F w w 11 I U) _J AE2 A-A10 A-12 SIJ Drawing No. 48 �� 24 " 8Ci " SWING 2X6X29" (2) LUMBER MASONITE O1 Q2 11 FIRST FLOOR CONSTRUCTION PLAN SCALE: 1/4"= 1'-0" Copyright of Architectural Drawings-These plans are protected by WINDOW SCHEDULE federal law and are subject to copyright protection as an 3D 17 ID# EXT. WIDTH HEIGHT DESCRIPTION HEADER HEADER TYPE MANUFACTURER TEMPERED CODE "architectural work" under section 102 the copyright act, U.S.A. as amended December 1990 andd known as Architectural ELEV. Works Copyright Protection Act of 1990.These drawings are THE CONSTRUCTION TYPE provided as an instrument for construction for the construction 01WE, I 38 1/8" 56 7/8" DOUBLE HUNG 2X6X41 5/8" (2) LUMBER ANDERSEN TW3046 o DESIGNATION SHALL BE"I", "II", "III", "IV", project at the address shown on the title block of the drawings and OR"V"TO INDICATE THE they may not be used for any project other than that listed at the A35 (SHEAR CONNECTOR-TYP.) 6„ CONSTRUCTION CLASSIFICATION OF address shown on the title block without the written consent and 02 ® 48 1/2" 21 THE STRUCTURE UNDER SECTION 602 compensation of the architect.This protection includes but is not " AWNING 2X8X52" (2) LUMBER ANDERSEN AN41 , • MTS12 (UPLIFT CONNECTOR) OF THE BCNYS limited to the overall form as well as the arrangement and (TYPICAL AT EACH JOIST) composition of spaces and elements of the designs. Under such ® MTS12 (UPLIFT CONNECTOR TYPICALAT REFLECTIVE RED protection, unauthorized use of these plans,work or home 03 38 1/8 " 56 7/8" DOUBLE HUNG 2X6X41 5/8" (2) LUMBER ANDERSEN TW3046 ® i; ® EACH LAPPED JOIST PANTONE#187 represented, can legally result in the cessation of construction or ® PS418 (UPLIFT CONNECTOR) ) buildings being seized and/or monetary compensation to Carmelhill - 0 1ALL STRAP STOCK NUMBERS PS418 1/2"WIDE STROKE Architects and/or Edward Koenig. 04 ® 60 3/8" 72 3/8 " PICTURE WINDOW 2X8X63 7/8" (2) LUMBER ANDERSEN YES P5060 SHOWN ARE FROM "SIMPSON 0 REFLECTIVE WHITE FIELD ® STRONG TIE CONNECTORS" ® ALL STRAPPING TO BE INSTALLED 16" O.C. ® UNLESS OTHERWISE NOTED DESIGNATION FOR STRUCTURAL NO. DESCRIPTION DATE 05 ® 26 5/8" 36 7/8" DOUBLE HUNG 2X6X30 1/8" (2) LUMBER ANDERSEN TW20210 ALL STRAPPING TO BE INSTALLED COMPONENTS THATARE OF TRUSS ALL STRAP STOCK NUMBERS SHOWN ARE 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 16" O.C. (UNLESS OTHERWISE CONNECTORS"" TYPE CONSTRUCTION NOTED) FROM "SIMPS STRONG TIE "F" FLOOR FRAMING, INCLUDING 2 ISSUED FOR CONSULTING. 3-16-20 GIRDERS AND BEAMS 06FB31 24 7/8" 21 " AWNING 2X6X28 3/8" (2) LUMBER ANDERSEN AN251 DECK JOIST TO BEAM DECK JOISTS LAPPED "R" ROOF OR AND FRAMING FRAMING 3 REVISECODES. ALL CODE REFERENCES TO 2020 6-1-20 07245/8" 171/2" AWNING 2X6X28 1/8" (2) LUMBER ANDERSEN AR21 A-8 A-8 '°`-8 CONNECTION DETAIL OVER BEAM DETAIL TRUSS INFORMATION SIGN 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 MNOT TO SCALE NOT TO SCALE SCALE: 3"= V-0" 5 REVISED WETLANDS COVERAGE 10-2-20 CALCULATIONS. 08 10 38 1/8" 56 7/8" DOUBLE HUNG 2X6X41 5/8" (2) LUMBER ANDERSEN TW3046 09 © 60 3/8" 72 3/8" PICTURE WINDOW 2X8X63 7/8" (2) LUMBER ANDERSEN YES P5060 J3 E C F J4 QI A-12 A-11 A-12 QI 1019 26 5/8 " 48 7/8" DOUBLE HUNG 2X6X30 1/8" (2) LUMBER ANDERSEN TW20310 WIw w w 11 191 fn 38 1/8" 56 7/8" DOUBLE HUNG 2X6X41 5/8" (2) LUMBER ANDERSEN TW3046 9Z ZJ (n Iz J 12 38 1/8" 56 7/8" DOUBLE HUNG 2X6X41 5/8" 2 LUMBER ANDERSEN TW3046 ( ) CONSTRUCTION PLAN KEYNOTES I I NO. NOTE BLIND FLASH ALL INTERSECTIONS OF 13 38 1/8" 56 7/8" DOUBLE HUNG 2X6X41 5/8" (2) LUMBER ANDERSEN TW3046 01 HORIZONTAL AND VERTICAL AS PER RCNYS 49'-9" R903.2 02 TIE DOWN. SEE DTL. 10/A-5 14 @22 1/8" 56 7/8" DOUBLE HUNG 2X6X25 5/8" (2) LUMBER ANDERSEN TW1846 6'-6" -4 9' " 11'-9" 8'-5" 5-5" 5'-5' 2'-11" <0> 3 24"WIDE DROP DOWN ATTIC STAIRS ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 15 26 5/8 i48 7/8" DOUBLE HUNG 2X6X30 1/8" (2) LUMBER ANDERSEN TW20310 ❑ ° 10"X 10" DECORATIVE COLONIAL COLUMN 06 ENCLOSURE OVER 6"X 6" P.T. POST.VERFIY EE DOOR AND WINDOW Ic CHEDULES ❑ ❑ 04 REQUIRED COLUMN HEIGHT IN FIELD ® FOR STRUCTURAL HEADERSPECIFICATIONS o o BEFORE ORDERING OR CUTTING TYPICAL 16 22 1/8" 36 7/8" DOUBLE HUNG 2X6X25 5/8" (2) LUMBER ANDERSEN TW18210 ❑ 05 PROVIDE CLOSETS WITH WIRE SHELF AND COAT ROD. 17 ® 26 5/8" 36 7/8 " DOUBLE HUNG 2X6X30 1/8"(2) LUMBER ANDERSEN TW20210 15 14 15 DECKING ASSEMBLY-6"TREX DECKING SPACED WITH ONE 12D NAIL OVER 2"X P.T. 15 24 4 9 34 <0> 6 DECK JOIST(SEE CONSTRUCTION PLAN FOR SHEARL__ _WALL _ HEA WAL �� _ SPECIFICATION). 19 42 1/8" 56 7/8 " PICTURE 2X6X45 5/8" (2) LUMBER ANDERSEN DHP3446 C LINE — -L"r SIMPSON DTT2Z LATERAL CONNECTOR CAD File Name: TOSCANO REVISED 6.layout 07 (MINIMUM OF 2 SETS ARE REQUIRED, EACH Drawn By: Edward Koenig xi SET WITHIN 24"OF EACH END OF DECK). SEE 20 22 1/8" 56 7/8" DOUBLE HUNG 2X6X25 5/8" (2) LUMBER ANDERSEN TW1846 11'-11" 18'-0" 18'-4" DTL. 23/A-14 cU LINE OF DECK ABOVE 08 Architect's Seal 21 38 1/8" 56 7/8 " DOUBLE HUNG 2X6X41 5/8" (2) LUMBER ANDERSEN TW3046 M O 2"X 8" LEDGER BEAM BOLTED TO U 09 STRUCTURE WITH 1/2" DIA. V-6" O.C. rn @ O �' O "STAGGERED". 22 38 1/8 " 56 7/8" DOUBLE HUNG 2X6X41 518" 2 LUMBER ANDERSEN TW3046 �? o O O WALLS AND CEILING SURROUNDING OO Zo OPEN BELOW in 10 FURNACE AND HOT WATER HEATER TO co PROPOSED MASTER BDRM#2 co APED AND SPACKLEDRECEIVE 5/8" TYPE "X"GYPSUM BOARD, r r � 23 38 1/8" 56 7/8" DOUBLE HUNG 2X6X41 5/8" (2) LUMBER ANDERSEN ! TW3046 1 u- 07 W2"X 10" PRESSURE TREATED LEDGER BEAM - c~n11 BOLTED TO STRUCTURE WITH 1/2" DIA. GALV. 9 O O O V-6" O.C. "STAGGERED".00 24 26 5/8" 48 7/8" DOUBLE HUNG 2X6X30 1/8" (2) LUMBER ANDERSEN TW20310 p N (D 2"X 4" STRONGBACK > PROVIDE LINEN CLOSET WITH ADJUSTABLE C9 p ; z (CONTINUOUS) z 12 WIRE SHELVES ON WALL MOUNTED STANDARDS. 23 J _o o U PROVIDE 1/2" MELAMINE ADJUSTABLE U 13 25 ' 38 1/8" 56 7/8" DOUBLE HUNG 2X6X41 5l8" (2) LUMBER ANDERSEN TW3046 0 — _ — _ _ X = 00 05 co O SHELVES ON WALL MOUNTED STANDARDS. `" ° N ~ ~ PROVIDE FALL PROTECTION: 36" HIGH VINYL 26 32 1/8" 48 7/8" DOUBLE HUNG 2X6X35 5/8" (2) LUMBER ANDERSEN TW26310 r 13 17 28 14 RAILING WITH TOP AND BOTTOM RAILS AND CA R M E L H I L L 0 o O VERTICAL SPINDLES. (MAXIMUM CLEAR ° o ° ° ° ❑ ❑ ° ° ° ❑ ° ° ° ° ° ° ° ° ° ° ❑ ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ° ❑ ° - - OPENING TO BE LESS THAN 4"). J ° _ ARCHITECTS — — — — — J ` ~ r- , 03 � ~ � 15 TIE DOWN. SEE DTL. 1/A-8 27 46 1/8" 48 7/8" DOUBLE HUNG 2X6X49 5/8" (2) LUMBER ANDERSEN TW38310 O ° 2"X 12" RIDGE _ _ o D 0 15 XW L- - - -� 21 12 27 -1 I c0 A-11 w f` LO ~. _ — C`") B 28 26 5/8 48 7/8 DOUBLE HUNG 2X6X30 1/8 (2) LUMBER ANDERSEN TW20310 c� ° ° ° ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 6 li I - 12 I A-10 29 26 5/8" 48 7/8" DOUBLE HUNG 2X6X30 1/8" (2) LUMBER ANDERSEN TW20310 ° o LA NDRY 1 R 1 T N f UTE U 08 19 05 O �1-3/4"K 1 7 8" VL 30 32 1/8" 48 7/8" DOUBLE HUNG 2X6X35 5/8" (2) LUMBER ANDERSEN TW26310IFA U — — — 0 �EA ) — LINEN 14 48 3ei ❑ — O O iv =o � o — — � a _ _ 31 24 7/8 " 21 " AWNING 2X6X28 3/8" (2) LUMBER ANDERSEN AN251 22 O 45 0 13FB31 Z �, ❑ _ ��� www.CARMELHILL.COM J Q� ❑ Z Q�Qy '7. J w LL 2"X 4"STRONGBACK 33 24 5/8" 21 " AWNING 2X6X28 1/8" (2) LUMBER ANDERSEN AN21 2 0 00 o CS o (CONTINUOUS) �pO� w 11 0x, U Architecture Firm: I ~ � U- Wiz - +�`�' oI CARMELHILL ARCHITECTS p ❑ 0' �\ a 35 22 1/8 " 36 7/8" DOUBLE HUNG 2X6X25 5/8" (2) LUMBER ANDERSEN TW18210 0 o: di ❑ __r — u_ Q, EDWARD KOENIG - R.A., A.I.A. O "? I = cn o o o � / 00 415 LAKE AVENUE SOUTH O P 11 -11 +� O X - 10'-0" ❑ ❑ — ❑ ❑ 11'-9" 14'-3" = 00 36 38 1/8 " 56 7/8" DOUBLE HUNG 2X6X41 5/8" (2) LUMBER ANDERSEN TW3046 / NESCONSET, NY 11767-1848 0 o�� ��o N ~ N _ _ _ -- _ _ _ 631-277-3337 ^/ 0 2"X 6" ROOF Website: www.CARMELHILL.com 37 38 1/8" 56 7/8" DOUBLE HUNG 2X6X41 5/8" (2) LUMBER ANDERSEN TW3046 +j 00 ��F RAFTERS @ 16"O.C. C. I Email: CARMELHILL16@gmail.com 2"X 6" R.R. X 1 2"X 6" R. \ N 16"O.0 - SINGLE SHEAR WALL @ 16 O.C. @ in SWALL _ 38 36 1/2" 41 3/8 " CASEIMENT-HR 2X6X40" (2) LUMBER ANDERSEN CXW135 D — — �HEfR — Project Title: -- ° 11 ❑ 39 38 1/8" 56 7/8" DOUBLE HUNG 2X6X41 5/8" (2) LUMBER ANDERSEN TW3046 15 - 15 TOSCANO RESIDENCE TOM & CAROLINE TOSCANO 610 JACKSONS LANDING ❑ ❑ MATTITUCK, NY 11952 ° 917-440-0916 ❑ ❑ ALL WINDOWS TO BE ANDERSEN SERIES 400 WITH LOW E GLASS. ii 1 ° ° ° ° ° ° ° ° ° '° ° ° ° ° ° ° ° ° ° ° DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 6'-5" 11'-3" 4'-10" 4'-8" 3'-4" 4'-8" 2'-1" 10'-7" 1'-11" Sheet Title 49'-9" ' SECOND FLOOR J J ' CONSTRUCTION PLAN 1 Lu E A F wIwr ' 2r! z �i_, A-12 A-10 A-12 U � Drawing No. SECOND FLOOR CONSTRUCTION PLAN 7 SCALE: 1/4" = l'-0" 28 16d COMMON NAILS FOR FULL LENGTH CS20 (UPLIFT CONNECTOR-TYPICAL @ CS20 (UPLIFT CONNECTOR- Copyright of Architectural Drawings-These plans are protected by ( ) Typical GS -�-t" OF DOUBLE STUD ' 16"O.C.) TYPICAL @ 16"O.C.)WITH 12" federal law and are subject to copyright protection as an s a ALL STRAPPING TO BE INSTALLED 16" Floor-to-Floor Tie � MINIMUM BEARING ON STUDS "architectural work"under section 102 of the copyright act, 17 El�d t ALL STRAPPING TO BE INSTALLED 16" O.C. UNLESS OTHERWISE NOTED U.S.A.as amended December 1990 and known as Architectural (CMST requires Le G i A35F MIN.18 GAUGE PLATE CONNECTORS @ Works Copyright Protection Act of 1990.These drawings are SIMPSON CMST14 minimum L Length 12" O.C. MAX. (SHEAR CONNECTOR) O.C. (UNLESS OTHERWISE NOTED) ALL STRAPPING TO BE INSTALLED (LENGTH OF STRAP EQUAL TO DEPTH OF EACH WALL STUD SHALL BE provided as an instrument for construction for the construction 22xstuds) EACH WALLS STUD SHALL BE 16 O.C. FLOOR JOISTS, FLOOR SHEATHING,AND CS20 COIL STRAP-UPLIFT CONNECTOR ON CONNECTED TO THE GIRDER BELOW project at the address shown on the title block of the drawings and PLATES PLUS 52" EQUALLY SPACED 3< } = j. — EACH STUD WITH 12" MINIMUM BEARING ON CONNECTED TO THE GIRDER BELOW WITH BY ANY OF THE STRAPS SHOWN they may not be used for any project other than that listed at the BETWEEN FIRST AND 'ECOND FLOORS) EACH WALL STUD SHALL BE �• WITH BY ANY OF THE STRAPS SHOWN ABOVE.A CONTINUOUSLY CONNECTED address shown on the title block without the written consent and EACH STUD (TYPICAL) CONNECTED TO THE GIRDER compensation of the architect.This � ABOVE.A CONTINUOUSLY CONNECTED PATH MUST BE PROVIDED FROM THE p protection includes but is not rSp8n ;,I, BELOW WITH BY ANY OF THE limited to the overall form as well as the arran • ^ E r` �1ear PATH MUST BE PROVIDED FROM THE ° STUD TO THE GIRDER BELOW. � gement and (28) 16d COMMON NAILS FOR FULL LENGTH Nails not l i I: ✓ STUD TO THE GIRDER BELOW. STRAPS SHOWN ABOVE.A composition of spaces and elements of the designs. Under such OF DOUBLE STUD required in ;4.__ - ALL STRAPPING TO BE INSTALLED 16"O.C. CONTINUOUSLY CONNECTED PATH protection, unauthorized use of these plans,work or home ALL STRAP STOCK NUMBERS SHOWN p clear span ROVIDED FROM THE represented, can legally result in the cessation of construction or ALL STRAP STOCK NUMBERS SHOWN ARE FROM SIMPSON STRONG TIE A CONTINUOUSLY CONNECTED PATH MUST ® I STUD TO THE GIRDER BELOW. buildings being seized and/or monetary compensation to Carmelhill " ® ARE FROM 'SIMPSON STRONG TIE CONNECTORS" BE PROVIDED FROM THE STUD TO THE CONNECTORS" ® ® Architects and/or Edward Koenig. E�t11t GIRDER BELOW. ALL STRAP STOCK NUMBERS CMST14 14 GAUGE 1">>f° i hellot SHOWN ARE FROM "SIMPSON A n U- -} end di n t, — ALL STRAP STOCK NUMBERS SHOWN ARE ® A35 (SHEAR CONNECTOR-TYPICAL) MTS12 (UPLIFT CONNECTOR 0 STRONG TIE CONNECTORS" O 15a"enq distan � °' � NO. DESCRIPTION DATE /<" for CS _ FROM "SIMPSON STRONG TIE CONNECTORS" ® TYPICAL AT EACH LAPPED JOIST) 3v2° —f3k^ Equal number of- N MTS12 (UPLIFT CONNECTOR)(TYPICAL CMST14 Hole Pattern in each end ® 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 specified nails j T' AT EACH JOIST) PS418 LUS210 (TYPICAL AT EACH JOIST) [° 2 ISSUED FOR CONSULTING. 3-16-20 PS418 (UPLIFT CONNECTOR) PS418 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 TYPICAL SECOND FLOOR TO FIRST TYP. SECOND FLOOR STUDS TO FIRST WALL TO GIRDER CONNECTION FLOOR JOISTS LAPPED WALL TO GIRDER CONNECTION DETAIL CODES. gELOOR TIE DOWN METHOD gFLOOR A-g STUDS CONNECTION DETAILS DETAIL JOISTS ABOVA_gE BEAM OVER BEAM DETAIL gJOISTS FLUSH WITH BEAM 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 5 REVISED WETLANDS COVERAGE 10-2-20 CALCULATIONS. 5/4"X 6" P.T. DECKING NO. NOTE ROOF PLAN KEYNOTES FLUSH FRAMED BEAM. SEE 240#ARCHITECTURAL ASPHALT OR STUD WALL ABOVEFLOOR PLAN FOR BEAM FIBERGLASS ROOF SHINGLES OVER 30# 2"X P.T. LEDGER BEAM BOLTED TO 1 z SPECIFICATION 01 ROOFING FELT ON 1/2"'CDX' PLYWOOD ROOF EI � SHEATHING (NO ALTERNATIVES WILL BE EXISTING STRUCTURE WITH 1/2" DIA. 1 - 2"X FLOOR JOISTS CEILING JOISTS @ 16"O.C. ACCEPTED FOR PLYWOOD ROOF SHEATHING GALV. BOLTS @ V-6" O.C. "STAGGERED" 1 0 1-1/4"X 20 GAUGE STEEL COILED STRAP CS20 COIL STRAP AS MFG'D. 02 CONTINUOUSLY VENTED ROOF RIDGE LUS28 SIMPSON JOIST HANGER I�* 21-01,�#CS20 AS MFG'D. BY SIMPSON (12" BY SIMPSON, EXTENDING 2'-0"TYPICAL ® I I BEARING MIN.) 16"O.C. MIN. TO EACH SIDE OF BEAM <03> LINE OF WALL BELOW ® 2"X P.T. DECK JOISTS @ 16"O.C. 00 1 ° ° O PROVIDE REQUIRED FLASHING AT WALL TO ° 1 ONE H2.5a STRAP EACH SIDE OF JOIST ° ° 04 ROOF INTERSECTION WITH (3)8d COMMON NAILS @ EACH END ° DOUBLE 2"X P.T. RIM JOIST _ 16111 OF STRAP AS MFG'D.BY SIMPSON ° ° 05 VALLEY FLASHING - ROOF TO RECEIVE SELF ADHESIVE ICE ® JOIST HANGER 1 1-1/4"X 20 GAUGE STEEL.COILED STRAP #CS20 AS MFG'D. BY SIMPSON (12" BARRIER FROM INSIDE EDGE OF EXTERIOR WALL TO 2'-0" UP ROOF IN COMPLIANCE WITH 2"X 12"P.T. STRINGERS i BEARING MIN.) 1/2" GYPSUM BOARD, SECTION R905.1.2 OF THE 2020 RCNYS. @ 16"O.C. BOARDS OVERLAPPIN 06 ALL STRAPPING TO BE INSTALLED BEAM WITH JOINTS EXTEND ICE BARRIER FOR CONTINUITY TOFASCIA BOARD AND GUTTER ASSEMBLY. SEE JOIST HANGER TO 16" O.C. STAGGERED THERMAL AND MOISTURE SPECIFICATIONS (TYPICAL). 9NOTTOSCALELEDGER BEAM DETAIL A'9 EXTERIOR STAIR STRINGER DETAIL A9 CANTILEVERED FLOOR DETAIL A9 FLUSH BEAM STRAPPING DETAIL OVERDULLCOVLROOFERAGE ECKMEMALL RANE SCALE: 1-1/2 = 1 0 NOT TO SCALE SCALE: 1 - 1 0 07 UNDERLAYMENT FOR SHALLOW SLOPED ROOFS. SEE SHALLOW ROOF UNDERLAYMENT SPECIFICATION IN THERMAL AND MOISTURE PROTECTION SPECIFICATIONS. ROOM FINISH SCHEDULE ROOM NAME FLOORS FLOOR WALLS CEILINGS CAD File Name: TOSCANO REVISED 6.1ayout 12"X 12" CERAMIC FLOOR TILE OVER AREABENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT L Drawn By: Edward Koenig PROPOSED ENTRY THINSET OVER 1/2" DURAROCK BOARD 202 TO BE SELECTED BY OWNER WHITE 12 OZ. CARPET OVER PADDING, COLOR BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT Architect's Seal PROPOSED LIVING AND STYLE TO BE SLECTED BY OWNER 134 TO BE SELECTED BY OWNER WHITE 4"WIDE DRIFTWOOD STYLE CERAMIC PROPOSED FLOOR 1-ILE OVER THINSET OVER 1/2" BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT KITCHEN DURAROCK BOARD, FOAM 275 TO BE SELECTED BY OWNER WHITE r UNDERLAYMENT ` 3/4" OAK,FLOORING GRADE #1, STAINED "��- vt f, BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT ` PROPOSED DINING TWO COATS OF WATER BASED POLY, 227 TO BE SELECTED BY OWNER WHITE STAIN COLOR TO BE SELECTED 3/4" OAK:FLOORING GRADE#1, STAINED -- PROPOSED GREAT BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT ROOM TWO COATS OF WATER BASED POLY, 261 TO BE SELECTED BY OWNER WHITE STAIN COLOR TO BE SELECTEDj� PROPOSED STUDY 12 OZ. CARPET OVER PADDING, COLOR BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT -FAMILY ROOM AND STYLE TO BE SLECTED BY OWNER 149 TO BE SELECTED BY OWNER WHITE 12"X 12"CERAMIC FLOOR TILE OVER PROPOSEDBENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT LAUNDRY THINSET OVER 1/2" DURAROCK BOARD, 31 FOAM UNDERLAYMENT TO BE SELECTED BY OWNER WHITE CERAMIC WALL TILE,TO BE SELECTED,42" UP 12"X 12" CERAMIC FLOOR TILE OVER WALL, OVER GREEN BOARD (FULL HEIGHT TILE BENJAMIN MOORE, FLAT PROPOSED BATH#1 THINSET OVER 1/2" DURAROCK BOARD, 23 OVER CONCRETE BACKER BOARD AT TUBS AND WHITE FOAM UNDERLAYMENT SHOWERS).TWO COATS BENJAMIN MOORE CARM E LF-I I LL REGAL WALL SATIN FROM 42"TO CEILING CERAMIC WALL TILE,TO BE SELECTED,42" UP 03 12"X 12"CERAMIC FLOOR TILE OVER WALL, OVER GREEN BOARD (FULL HEIGHT TILE PROPOSED BENJAMIN MOORE, FLAT ARCHITECTS BATH#2 THINSET OVER 1/2" DURAROCK BOARD, 56 OVER CONCRETE BACKER BOARD AT TUBS AND WHITE FOAM UNDERLAYMENT SHOWERS).TWO COATS BENJAMIN MOORE REGAL WALL SATIN FROM 42"TO CEILING CERAMIC WALL TILE, TO BE SELECTED,42" UP PROPOSED 12"X 12" CERAMIC FLOOR TILE OVER WALL, OVER GREEN BOARD (FULL HEIGHT TILE BENJAMIN MOORE, FLAT BATH#3 THINSET OVER 1/2" DURAROCK BOARD, 63 OVER CONCRETE BACKER BOARD AT TUBS AND WHITE FOAM UNDERLAYMENT SHOWERS).TWO COATS BENJAMIN MOORE 01 REGAL WALL SATIN FROM 42"TO CEILING CERAMIC WALL TILE, TO BE SELECTED,42" UP PROPOSED 12"X 12" CERAMIC FLOOR TILE OVER WALL, OVER GREEN BOARD (FULL HEIGHT TILE BENJAMIN MOORE, FLAT BATH#4 THINSET OVER 1/2 DURAROCK BOARD, 132 OVER CONCRETE BACKER BOARD AT TUBS AND WHITE FOAM UNDERLAYMENT SHOWERS).TWO COATS BENJAMIN MOORE • REGAL WALL SATIN FROM 42"TO CEILING PROPOSED 12 OZ. CARPET OVER PADDING, COLOR 215 BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT BDRM#1 AND STYLE TO BE SLECTED BY OWNER TO BE SELECTED BY OWNER WHITE www.CARMELH ILL.COM PROPOSED 12 OZ. CARPET OVER PADDING, COLOR 243 BENJAMIN MOORE REGAL WALL SATIN, COLOR . BENJAMIN MOORE, FLAT MASTER BDRM#2 AND STYLE TO BE SLECTED BY OWNER TO BE SELECTED BY OWNER WHITE PROPOSED 12 OZ. CARPET OVER PADDING, COLOR 151 BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT BDRM#3 AND STYLE TO BE SLECTED BY OWNER TO BE SELECTED BY OWNER WHITE I Architecture Firm: 02 PROPOSED 12 OZ. CARPET OVER PADDING, COLOR 141 BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT I FARM ELH I LI ARCH ITF�TS BDRM#4 AND STYLE TO BE SLECTED BY OWNER TO BE SELECTED BY OWNER WHITE PROPOSED 12 OZ. CARPET OVER PADDING, COLOR BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT I EDWARD KOENIG - R.A., A.I.A. BDRM#5 AND STYLE TO BE SLECTED BY OWNER 134 TO BE SELECTED BY OWNER WHITE TOTALS: 12437 1I 415 LAKE AVENUE SOUTH NESCONSET, NY 11767-1848 I 631-277-3337 Website: www.CARMELHILL.com � i Email: CARMELHILL16@gmail.com I I � I I I I (Project Title: i05 . I I 'TOSCANO RESIDEN F I I TOM & CAROLINE TOSCANO I I 610 JACKSONS LANDING 9. 1 I I MATTITUCK, NY 11952 I 917-440-0916 II DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 IL I xi I Sheet Title _ROOF PLAN ROOF DECK BELOW 4 4 v / f; Drawing No. ROOF PLAN SCALE: 1/4"= V-0" �� ELECTRICAL PLAN KEYNOTES Copyright of Architectural Drawings-These plans are protected by LIGHT AND VENTILATION CALCULATIONS NO. NOTE federal law and are subject to copyright protection as an LIGHT AND VENTILATION CALCULATIONS °° ° °°°° ° °° ° ° ° °° ° °°° ° °° PROVIDE SMOKE DETECTORS, HARD WIRED "architectural work"under section 102 of the copyright act, 17 ROOM NAME: STUDY ROOM NAME: BEDROOM# WITH BATTERY BACK UP, IN EACH BEDROOM, U.S.A. as amended December 1990 and known as Architectural ROOM SIZE: 149.00 SF ROOM SIZE: 215.00 SF WINDOW CODE REQUIRED LIGHT: 11.92 SF REQUIRED VENTILATION: 5.96 SF WINDOW CODE REQUIRED LIGHT: 17.20 SF REQUIRED VENTILATION: 8.60 SF AND IN EACH COMMON HALLWAY ON EACH Works Copyright Protection Act of 1990.These drawings are PROPOSED DECK o1 FLOOR OF HOUSE. INTERCONNECT ALL provided as an instrument for construction for the construction TW3046 10.31 SF 6.2 SF TW3046 10.31 SF 6.2 SF DETECTORS SO WHEN ONE SIGNALS, ALL WILL project at the address shown on the title block of the drawings and TW20310 5.26 SF 3.09 SF TW3046 10.31 SF 6.2 SF pro 1 g 5.26 SF 3.09 SF TW3046 1031 SF 6.2 SF SIGNAL, IN COMPLIANCE WITH SECTION R314 they may not be used for any project other than that listed at the . TW20310 AND R314.2.2 OF 2020 RCNYS, APPENDIX J. address shown on the title block without the written consent and TW20310 5.26 SF 3.09 SF TOTAL PROVIDED: 30.93 SF TOTAL PROVIDED: 18.60 SF TOTAL FROVIDED: 26.09 SF TOTAL PROVIDED: 15.47 SF PASSES CODE: YES PASSES CODE: YES PROVIDE CARBON MONOXIDE DETECTOR, HARD compensation of the architect.This protection includes but is not PASSES CODE: YES PASSES CODE: YES WIRED WITH BATTERY BACK UP, IN EACH limited to the overall form as well as the arrangement and COMMON HALLWAY ON EACH FLOOR OF HOUSE. composition of spaces and elements of the designs. Under such oz INTERCONNECT ALL DETECTORS SO WHEN ONE protection, unauthorized use of these plans,work or home - - SIGNALS,ALL WILL SIGNAL, IN COMPLIANCE WITH represented, can legally result in the cessation of construction or SECTION 915 OF 2020 RCNYS. buildings being seized and/or monetary compensation to Carmelhill LIGHT AND VENTILATION CALCULATIONS LIGHT AND VENTILATION CALCULATIONS N \ Architects and/or Edward Koenig. ROOM NAME: LIVING ROOM ROOM NAME: BEDROOM#2 CE1 ROOM SIZE: 134.00 SF ROOM SIZE: 243.00 SF N I WINDOW CODE REQUIRED LIGHT: 10.72 SF REQUIRED VENTILATION: 5.36 SF WINDOW CODE REQUIRED LIGHT: 19.44 SF REQUIRED VENTILATION: 9.72 SF I I NO. DESCRIPTION DATE TW3046 10.31 SF 6.2 SF FWG6068L 34.30 SF 21.00 SF PROPOSED BDRM#4 OPEN BELOW 4.98 SF 3.02 SF TW3046 10.31 SF 6.20 SF / 1 TW 1846 1 DHP3446 12.56 SF 0.00 SF TOTAL PROVIDED: 44.61 SF TOTAL PROVIDED: 27.20 SF I I DESIGN APPROVAL. 11-1-19 TW1846 4.98 SF 3.02 SF PASSES CODE: IYES I I I PASSES CODE: IYES I \ / 2 ISSUED FOR CONSULTING. 3-16-20 TOTAL PROVIDED: 32.83 SF TOTAL PROVIDED: 12.24 SF l \ i 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 PASSES CODE: YES PASSES CODE: YES $\ � sD �� i ' � ELECTRICAL LEGEND CODES. SYM. DESCRIPTION ' 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 \° ' r - BATH EXHAUST FAN a 1 5 REVISED WETLANDS COVERAGE 10-2-20 LIGHT AND VENTILATION CALCULATIONS LIGHT AND VENTILATION CALCULATIONS ° ° ° ° ° ° ° ° ° - I BOWL SCONCE (TRIPLE)Ld / _ _ _ 7 - - CALCULATIONS. 02 ) ROOM NAME: DINING ROOM ROOM NAME: BEDROOM#3 - - ,,,� D _ - - - - _ I \ ROOM SIZE: 227.00 SF ROOM SIZE: 151.00 SF / \ SD 0 I \ I CO CO DETECTOR WINDOW CODE REQUIRED LIGHT: 18.16 SF REQUIRED VENTILATION: 9.08 SF WINDOW CODE REQUIRED LIGHT: 12 1 SF REQUIRED VENTILATION: 6.04 SF � 1.08 TW3046 10.31 SF 6.2 SF TW3046 10.31 SF 6.20 SF PROPOSED BATH#3 \ ° ° ° ° ° ° ° ° ° ° ° ° \ TW3046 10.31 SF 6.2 SF TW3046 10.31 SF 6.20 SF 31 - - - - - - 3�' I 1 I CAGED LANTERN SCONCE TOTAL PROVIDED: 20.62 SF TOTAL PROVIDED: 12.40 SF TOTAL PROVIDED: 20.62 SF TOTAL PROVIDED: 12.40 SF 3 /'/ "q PASSES CODE: YES PASSES CODE: YES PASSES CODE: YES PASSES CODE: YES - I CEILING FAN \ DUPLEX SD l \\ LIGHT AND VENTILATION CALCULATIONS LIGHT AND VENTILATION CALCULATIONS IP DUPLEX(WEATHERPROOF) ROOM NAME: GREAT ROOM ROOM NAME: BEDROOM#4 ROOM SIZE: 261.00 SF ROOM SIZE: 134.00 SF , R \� \ WINDOW CODE REQUIRED LIGHT: 20.88 SF REQUIRED VENTILATION: 10.44 SF WINDOW CODE REQUIRED LIGHT: 10.72 SF REQUIRED VENTILATION: 5.36 SF GFI 36"AFF 1 ° FWG5068L 18.52 SF 11.58 SF TW3046 10.31 SF 6.20 SF PROPOSED 13DRM#5 PROPPSED SATH#4 ' \ e0 FWG5068L 18.52 SF 11.58 SF TW20310 5.26 SF 13.09 1 SF1 PROPOSED BDRMU n � P5060 25.7 SF 0.00 SF TW20310 5.26 SF 3.09 SF _ N ° ° ° ° ° ° ° ° 1 I I div., GFI -COUNTER-44"AFF CE P5060 25.7 SF 0.00 SF TOTAL PROVIDED: 20.83 IEP TOTAL PROVIDED: 112.38 SF �,�� TOTAL PROVIDED: 88.44 SF TOTAL PROVIDED: 23.16 SF PASSES CODE: YES PASSES CODE: YES C' j r(J RECESSED HIGH HAT CIE9 PASSES CODE: YES PASSES CODE: YES - cFi 36" FF RECESSED DOWNLIGHT En- LIGHT AND VENTILATION CALCULATIONS ROOM NAME: BEDROOM#5 - - - SINGLE POLE ROOM SIZE: 134.00 SF WINDOW CODE REQUIRED LIGHT: 10.72 SF REQUIRED VENTILATION: 5.36 SF PROPOSED DECK SD SMOKE DETECTOR TW3046 10.31 SF 6.20 SF TW3046 10.31 SF 6.20 SF TOTAL PROVIDED: 20.62 ISFI TOTAL PROVIDED: 112.40 SF3 THREE WAY PASSES CODE: IYES PASSES CODE: IYES ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° LSINGLE POLE SLIDING DIMMER 01 HALF DOME CAD File Name: TOSCANO REVISED 6.1ayout Drawn By: Edward Koenig SECOND FLOOR ELECTRICAL PLAN � TELEPHONE JACK SCALE: 3/16 - 1 -0, 7��� Architect's Seal TT TIMER TV TELEVISION JACK `y - r Opo p0 BOWL CHANDELIER „ PORCH LANTERN PROPOSED DECK DC DOOR CHIME DOORBELL G (D CARMELHILL >'f.: - - - - - - ARCHITECTS - - - - - - - - - - - - - - - - - - - - - - - - - - uuiuuJ_iuui '� WP \ 0 _ - - - - , I / I II I \ \ A10ON6, PROPOSED cc STUDY.FAMILY ROOM \ / \\ 11 \ /\ Di PROPOSL�D OR ^T ROOM I PROPOSED CELLAR ILI F7. 7 WWW.CARMELHILL.COM \ I I I SD ME � r - �� PROPOSED GARAGE \ ! Architecture Firm: I 1 L _I I I � , � r - - - - � I � t02 01 - - - - - CARMELHILL ARCHITECTS J � \ �� I I I I I ; PANTRY so CLOSET o - EDWARD KOENIG - R.A., A.I.A. \ ® I I I 415 LAKE AVENUE SOUTH $ Z-\ NESCONSET NY 11767-1848 I 1 \ I I I : \P /� � PROPOSED BATH#2 � e - \\ I I I j , 631-277-3337 _ I - r , F_ \\ I i I �� \ Website: www.CARMELHILL.com - I I I \ I I I �� 0 Email: CARMELHILL16@gmail.com L J L - - - - -III a , OHO \ Project Title: FIRLPQ CEI cc _TOSCANO RESIDENCE lipi TOM & CAROLINE TOSCANO \\\ 01 \ \ i PROPOSED LIVING 610 JACKSONS LANDING PROPOSED ENTRY PROPOSED BDRM#1 \ I \ I I MATTITUCK, NY 11952 917-440-0916 DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 - - - - - - - �- - - - - - - _� � - - - - - - - - - - - - - - � - - - - - - - Q7 Sheet Title u - - - - - - - - -- - - - - - - - - J PROPOSED RIO ENTRY ~"~ - - ELECTRICAL PLANS F - FUN I I I Lu - - J ; Drawing No. CELLAR I AR FLOOR ELECTRICAL PLAN FIRST FLOOR ELECTRICAL -9 SCALE. 3/16 1- 0 P 1 A N F 17 ELEVATION KEYNOTES Copyright of Architectural Drawings-These plans are protected by E AE A-12 NO. NOTEfederal law and are subject to copyright protection as an CHIMNEY CAP WITH SPARK "architectural work"under section 102 of the copyright act, 17 RIDGE HEIGHT 01 ARRESTOR IN COMPLIANCE WITH U.S.A. as amended December 1990 and known as Architectural 40.01 SECTION R1003.9.2 OF 2020 RCNYS. Works Copyright Protection Act of 1990.These drawings are EXISTING GRADE SLOPED AWAY provided as an instrument for construction for the construction FROM STRUCTURE 6" MIN.VERTICAL project at the address shown on the title block of the drawings and 02 FOR 10'-0" HORIZONTAL RUN FOR 4'-0" they may not be used for any project other than that listed at the MIN. HORIZONTAL LENGTH , IN address shown on the title block without the written consent and . � COMPLIANCE WITH SECTION R401.3 compensation of the architect.This protection includes but is not OF THE 2020 RCNYS. limited to the overall form as well as the arrangement and EXPOSURE VINYL SIDING TO"BEST composition of spaces and elements of the designs. Under such 16 03 MATCH" EXISTING. protection, unauthorized use of these plans,work or home represented, can legally result in the cessation of construction or O CHIMNEY TO EXTEND 2'-0"ABOVE ANY buildings being seized and/or monetary compensation to Carmelhill ROOF SURFACE WITHIN 10'-0" Architects and/or Edward Koenig. HORIZONTALLY AND SHALL NOT BE 14 04 LESS THAN 3'-0"ABOVE THE HIGHEST CEILING TOP PLATE LEVEL O POINT WHERE THE CHIMNEY PASS NO. DESCRIPTION DATE IV 31.17 CEILING THE ROOF IN COMPLIANCE WITH SECTIONS R1003.9 AND 1003.18 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 06 IOF THE 2020 RCNYS. 31 -.LLLLL] 06 36" HIGH WROUGHT IRON RAILING 2 ISSUED FOR CONSULTING. 3-16-20 05 WITH 1/2"X 1/2"VERTICAL SPINDLES 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 11 12 36 15 OPENING O (MAXIMUM E LESS HAN 4 'R. CODES. 37 zo 06 CONTINUOUSLY VENTED SOFFIT WITH 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 E01ALUMINUM GUTTER 5 REVISED WETLANDS COVERAGE 10-2-20 10"X 10" DECORATIVE COLONIAL CALCULATIONS. COLUMN ENCLOSURE OVER 6"X 6" 13 ® 07 P.T. POST.VERFIY REQUIRED rL u FLOOR LEVEL COLUMN HEIGHT IN FIELD BEFORE ORDERING OR CUTTING (TYPICAL). TOP PLATE LEVEL SELF ADHESIVE ICE BARRIER. SEE 22.33 08 THERMAL AND MOISTURE SPECIFICATIONS. STANDARD ROOF ASSEMBLY-240# ARCHITECTURAL ASPHALT OR FIBERGLASS ROOF SHINGLES TO 07 MATCH EXISTING OVER 30#ROOFING 10 FELT ON'/"'CDX' PLYWOOD ROOF 14 19 20 08 25 01 37 09 SHEATHING (NO ALTERNATES WILL BE °' ACCEPTED FOR PLYWOOD ROOF 05 30 06 44 SHEATHING)OVER 2"X ROOF t � J-1 M. RAFTERS. SEE FLOOR PLAN FOR SIZE 777 AND SPACING OF ROOF RAFTERS. TRIM SPECIFICATIONS: 10 4"VINYL CORNER BOARDS,4"VINYL FLOOR LEVEL WINDOW AND DOOR CASINGS,VINYL LOUVERED SHUTTERS. 11ING TOP PLATE LEVEL 10"X 10" DECORATIVE COLONIAL 12.50 COLUMN ENCLOSURE OVER 4"X 4" io11 P.T. POST.VERFIY REQUIRED iv COLUMN HEIGHT IN FIELD BEFORE APPROXIMATE GRADE LEVEL ORDERING OR CUTTING (TYPICAL). 10.00 DECKING ASSEMBLY-6"TREX 02 DECKING SPACED WITH ONE 12D NAIL R> 2 OVER 2"X P.T. DECK JOIST(SEE CONSTRUCTION PLAN FOR io SPECIFICATION). to PROVIDE FALL PROTECTION: 36" HIGH VINYL RAILING WITH TOP AND 13 BOTTOM RAILS AND VERTICAL SPINDLES. (MAXIMUM CLEAR OPENING TO BE LESS THAN 4" SELF ADHESIVE ICE BARRIER IN CAD File Name: TOSCANO REVISED 6.Iayout COMPLIANCE WITH SECTION R905.1.2 Drawn By: Edward Koenig 14 OF THE 2020 RCNYS. SEE THERMAL AND MOISTURE SPECIFICATIONS (TYPICAL). Architect's Seal SIDING SPECIFICATIONS: E F 7" EXPOSURE CEDAR IMPRESSIONS A-12 A A-12 DOUBLE 7"STRAIGHT EDGE PERFECTION SHINGLES ON FRONT A-1U SCALE: 1/4" = 1'-0" 15 �.°, ELEVATIONS AND SIDE RETURNS WITH 4 EXPOSURE VINYL LAP SIDING ON REAR ELEVATION AND SIDE ELEVATIONS. STANDARD ROOF ASSEMBLY-240# ARCHITECTURAL ASPHALT OR �f�/ FIBERGLASS ROOF SHINGLES TO 17 MATCH EXISTING OVER 30#ROOFING '•' " RIDGE HEIGHT FELT ON '/z"'CDX' PLYWOOD ROOF 40.01 01 16 ACCEPTED SHEATHINGFWILL BE OR PLYWOOD ROOF 12 SHEATHING)OVER 2"X 10" ROOF 5-3/4 RAFTERS @ 16" O.C. OR TJI 110/9-1/2" ROOF RAFTERS @ 16" 17 2"X 12"ROOF RIDGE, CONTINUOUSLY CARMELHILL � VENTED. 16 � 18 DRY STACK RETAINING WALL. SEE ARCHITECTS O DETAIL 1/A-2.5 14 CEILING TOP PLATE LEVEL 31.17 15 02 33 06 10 C 23 13 13 www.CARMELHILL.COM Ali 12 FLOOR LEVEL Architecture Firm: 23.17 _ CEILING TOP PLATE LEVEL o _ ARM ELH I LL ARCHITECTS 22.33 EDWARD KOENIG - R.A., A.I.A. 11 415 LAKE AVENUE SOUTH NESCONSET, NY 11767-1848 631-277-3337 35 17 05 Website: www.CARMELHILL.com 03 Email: CARMELHILL16@gmail.com Project Title: FLOOR LEVEL TOSCANO RESIDENCE GARAGE CEILING LII�H TOM & CAROLINE TOSCANO 12.54 610 JACKSONS LANDING MATTITUCK, NY 11952 N HRRH HiHH- HERIH:1H H�IHH DISTRICT 0-0916 PPROXIMATE FINIHSED GRADE 10.00 DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 02 Sheet Title 0 32 31 ELEVATIONS GARAGE SLAB LEVEL 4.17 Y+r r Drawing No. B � l 0 A-10 SCALE: 11/4"= V-0" ELEVATION KEYNOTES Copyright of Architectural Drawings-These plans are protected by F E NO. NOTE federal law and are subject to copyright protection as an 17 CHIMNEY CAP WITH SPARK "architectural work"under section 102 of the copyright act, 17 A-12A-12 RIDGE HEIGHT 01 ARRESTOR IN COMPLIANCE WITH U.S.A. as amended December 1990 and known as Architectural rL SECTION R1003.9.2 OF 2020 RCNYS. Works Copyright Protection Act of 1990.These drawings are 40.01 EXISTING GRADE SLOPED AWAY provided as an instrument for construction for the construction FROM STRUCTURE 6" MIN.VERTICAL project at the address shown on the title block of the drawings and 01 02 FOR 10'-0" HORIZONTAL RUN FOR 4'-0" they may not be used for any project other than that listed at the MIN. HORIZONTAL LENGTH , IN address shown on the title block without the written consent and 16 COMPLIANCE WITH SECTION R401.3 compensation of the architect.This protection includes but is not OF THE 2020 RCNYS. limited to the overall form as well as the arrangement and o 4" EXPOSURE VINYL Scomposition of spaces and elements of the designs. Under such IDING TO "BEST 04 T I I 00 <0> 03 MATCH" EXISTING. represented, can legally result in the cels ation of construct or CHIMNEY TO EXTEND 2'-0"ABOVE ANY buildings being seized and/or monetary compensation to Carmelhill ROOF SURFACE WITHIN 10'-0" Architects and/or Edward Koenig. 08 HORIZONTALLY AND SHALL NOT BE 04 LESS THAN 3'-0"ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASS NO. DESCRIPTION DATE CEILING TOP PLATE LEVEL THROUGH THE ROOF IN COMPLIANCE 31.17 WITH SECTIONS R1003.9 AND 1003.18 11 ISSUED FOR DESIGN APPROVAL. 11-1-19 OF THE 2020 RCNYS. 36" HIGH WROUGHT IRON RAILING � ISSUED FOR CONSULTING. 3-16-20 06 05 WITH 1/2"X 1/2"VERTICAL SPINDLES REVISED ALL CODE REFERENCES TO 2020 6-1-20 24 15 @ 3-1/2" O.C. (MAXIMUM CLEAR OPENING TO BE LESS THAN 4"). CODES. 9 CONTINUOUSLY VENTED SOFFIT WITH 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 34 09 04 06 ALUMINUM GUTTER S REVISED WETLANDS COVERAGE 10-2-20 10"X 10" DECORATIVE COLONIAL CALCULATIONS., 13 <q> 7 P° .UMN ENCLOSURE OVER 6"POST.VERFIY REQUIRED X 6" 12 FLOOR LEVEL COLUMN HEIGHT IN FIELD BEFORE 23.17 ORDERING OR CUTTING (TYPICAL). o SELF ADHESIVE ICE BARRIER. SEE r CEILING TOP PLATE LEVEL 08 THERMAL AND MOISTURE 22.33 SPECIFICATIONS. STANDARD ROOF ASSEMBLY-240# ARCHITECTURAL ASPHALT OR 15 10 MATCH EXISTING OVER 0#ROOFING FELT ON '/"'CDX' PLYWOOD ROOF 30 27 26 29 28 10 0 09 SHEATHING (NO ALTERNATES WILL BE a, ACCEPTED FOR PLYWOOD ROOF SHEATHING) OVER 2"X ROOF 29 1811 11 1 RAFTERS. SEE FLOOR PLAN FOR SIZE 05 AND SPACING OF ROOF RAFTERS. TRIM SPECIFICATIONS: 10 4"VINYL CORNER BOARDS,4"VINYL WINDOW AND DOOR CASINGS, VINYL FLOOR LEVEL LOUVERED SHUTTERS. 13.33 10"X 10" DECORATIVE COLONIAL COLUMN ENCLOSURE OVER 4"X 4" <8> 1 P.T. POST.VERFIY REQUIRED COLUMN HEIGHT IN FIELD BEFORE ORDERING OR CUTTING TYPICAL . DECKING ASSEMBLY-6"TREX 38 DECKING SPACED WITH ONE 12D NAIL 12 OVER 2"X P.T. DECK JOIST(SEE 00 CONSTRUCTION PLAN FOR 20 SPECIFICATION). PROVIDE FALL PROTECTION: 36" HIGH VINYL RAILING WITH TOP AND 13 BOTTOM RAILS AND VERTICAL 18 02 SPINDLES. (MAXIMUM CLEAR SLAB LEVEL OPENING TO BE LESS THAN 4" 4.50 SELF ADHESIVE ICE BARRIER IN CAD File Name: TOSCANO REVISED 6.1ayout COMPLIANCE WITH SECTION R905.1.2 Drawn By: Edward Koenig 14 OF THE 2020 RCNYS. SEE THERMAL AND MOISTURE SPECIFICATIONS TYPICAL . Architect's Seal SIDING SPECIFICATIONS: 7" EXPOSURE CEDAR IMPRESSIONS DOUBLE 7"STRAIGHT EDGE A 12 C _AR ELEVATION AE215 PERFECTION SHINGLES ON FRONT A-11ELEVATIONS AND SIDE RETURNS SCALE:1/4"= V-0" WITH 4" EXPOSURE VINYL LAP SIDING ON REAR ELEVATION AND SIDE ELEVATIONS. Y.v STANDARD ROOF ASSEMBLY-240# " . ARCHITECTURAL ASPHALT OR s 17 FIBERGLASS ROOF SHINGLES TO """�" � MATCH EXISTING OVER 30#ROOFING RIDGE HEIGHT FELT ON '/z'—CDX' PLYWOOD ROOF 40.01 16 SHEATHING (NO ALTERNATES WILL BE 12 ACCEPTED FOR PLYWOOD ROOF 01 5-3/4� RAFTERS SHEATHING)@6OVER 0 C.,OR10" ROOF 16 TJI 110/9-1/2" ROOF RAFTERS @ 16" 04 0 17 2"X 12" ROOF RIDGE, CONTINUOUSLY CARMELHILL r VENTED. 00 18 DRY STACK RETAINING WALL. SEE ARCHITECTS 14 DETAIL 1/A-2.5 CEILING TOP PLATE LEVEL 31.17 16 06 3922 0 ib 03 www.CARMELHILL.COM 13 FLOOR LEVEL Architecture Firm: 23.17 CEILING TOP PLATE LEVEL 22.33 _CARM ELH I LL ARCH ITEC:TS r- LIA EDWARD KOENIG - R.A., A.I.A. 415 LAKE AVENUE SOUTH 10 NESCONSET, NY 11767-1848 07 6131-277-3337 21 13 0 11 VVebsite: www.CARMELHILL.com Email: CARMELHILL16@gmail.com �LkLqLi 13 Project Title: FLOOR LEVEL TOSCANO RESIDENCE 13.33 TOM & CAROLINE TOSCANO o � 610 JACKSONS LANDING 05 M MATTITUCK, NY 11952 APPROXIMATE FINISHED GRAD 917-440-0916 10.00 DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 ZD 02 Sheet Title `0 ELEVATIONS SLAB LEVEL 4.50 t' Drawing No. D I EFT ELEVATION A=11 A-11 SCALE: 1/4"= V-0" SECTION KEYNOTES Copyright of Architectural Drawings-These plans are protected by NO. NOTE federal law and are subject to copyright protection as an 17 BLIND FLASH ALL INTERSECTIONS OF "architectural work"under section 102 of the copyright act, 17 • -� I'"' V4 , L 1701 HORIZONTAL AND VERTICAL AS PER U.S.A.as amended December 1990 and known as Architectural C ' "' RIDGE HEIGHT RCNYS R903.2 Works Copyright Protection Act of 1990.These drawings are �s April "x)11 18 40.01 DECKING ASSEMBLY-5/4"X 6"TREX by Weyerhaeuser ~_ ....r„4"@QN _Caull�tirt 'i l.a-��"� 12 12 provided as an instrument for construction for the construction 5-3/41 5-3/4 DECKING SPACED WITH ONE 12D NAIL project at the address shown on the title block of the drawings and Trus Joist®TJI®Joist Rafter Cut Detail19 02 OVER 2"X 8" P.T. DECK JOISTS'TEKOED' they may not be used for any project other than that listed at the TO 2"X 10" P.T. LEDGER BEAM BOLTED TO address shown on the title block without the written consent and STRUCTURE WITH 1/2" DIA. GALV. BOLTS @ compensation of the architect.This protection includes but is not 06 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1'-6"O.C. "STAGGERED" limited to the overall form as well as the arrangement and 04" POURED CONCRETE FLOOR SLAB WITH composition of spaces and elements of the designs. Under such Roof Rafters r 6"X 6"W1.4 X W1.4 W.W.F. ON 6 MIL protection, unauthorized use of these plans,wok or home Additional Blocking %'i'% 20 i °° 03 CONCRETE RATED POLY VAPOR BARRIER represented, can legally result in the cessation of construction or Lateral Bracing at Bevel 2 0„ i OVER 4"COMPACTED CRUSHED GRAVEL. buildings being seized and/or monetary compensation to Carmelhill as Required \ ,', / 9 g ry P GARAGE WALLS, BEAMS,AND CEILINGS TO Architects and/or Edward Koenig. RECEIVE FULL COVERAGE 5/8"TYPE "X" GYPSUM BOARD TAPED AND SPACKLED. NO. DESCRIPTION DATE CONTINUOUSLY VENTED SOFFIT WITH CEILING TOP PLATE LEVEL 05 ALUMINUM GUTTER 31.17 06 2 X 4 STRONG BACKS CONTINUOUS 2 ISSUED FOR DESIGN APPROVAL. 11-1-19 -3"4"CDX Plywood or OSB Each � (CONTINUOUS) ISSUED FOR CONSULTING. Side of Web. Fasten with 21 O 3-16 20 I,.,:= Minimum(8)8d (0.113"x 2.25") FOUNDATION WALL-8" POURED 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 'S CONCRETE FOUNDATION WALL 3500 PSI AT CODES. k i �...= Nails or Larger 4?> 28 DAYS MIN.WITH#5 REBAR HORIZONTAL 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 4" Minimum Heel Height PROPOSED AT TOP OF FOUNDATION WALL AND PROPOSED PROP O CONTINUOUS AT CORNERS. 5 REVISED WETLANDS COVERAGE 10-2-20 BEDROOM#4 BATH#3 BEDROOM#5 16 X 8 POURED CONCRETE FOOTING 3500 ---Continue Reinforcement a j Minimum of 2"Past Top of CALCULATIONS. PSI AT 28 DAYS MIN. WITH (2)#5 REBAR Rafter Cut 08 BEARING ON UNDISTURBED VIRGIN SOIL. 22 O FLOOR LEVEL REBAR CONCRETE COVERAGE TO BE 3" 2x4 Minimum MIN JU ++ ; +; ;+ MIN.. 0 23.17 4" POURED CONCRETE FLOOR SLAB WITH CEILING TOP PLATE LEVEL 6"X 6"W1.4 X W1.4 W.W.F. OVER 4" ® NOTE: The connections in this tech 22.33 Allowable TJI Joist Rafter Cut End Reaction bulletin are intended to reinforce TJI 09 COMPACTED CRUSHED GRAVEL. PITCH Roof Sloe Joist end reactions and not to be used 23 FLOOR SLAB 1/8 PER FOOT TOWARDS Depth TJI®'Series 6/12 to 7/12 8/12 to 9/12 10/12 to 11112 12/12 for thrust loads at the rafter heel. GARAGE DOORS. 4"X 4" P.T. POST OVER 12" DIA. POURED 1"IO 870 1,020 1,130 1,220 14 - 10 CONCRETE PIER BEARING ON VIRGIN SOIL 9'/z" 1 30 9 5 1,110 1,235 1,330 �_ " DEEP MIN. 210 945 1,110 1,235 1,330 PROVIDE FALL PROTECTION: 36" HIGH 1110 1,020 1,215 1,360 1,395 PROPOSED PROPOSED 11 VINYL RAILING WITH TOP AND BOTTOM 210 1,085 1,285 1,445 1,490 STUDY-FAMILY LIVING O RAILS AND VERTICAL SPINDLES. (MAXIMUM 11'/a" 230 1,085 1,285 1,445 1,535 1 ROOM CLEAR OPENING TO BE LESS THAN 4"). 360 1,115 1,325 1,485 1,560 560 1,345 1,595 1,790 1,870 24 12 (2)2"X 10" P.T. BEAM 110 1,160 1,385 1,395 1,395 EXISTING GRADE SLOPED AWAY FROM 210 1,215 1,450 1,490 1,490 FLOOR LEVEL STRUCTURE 6" MIN. VERTICAL FOR 10'-0" 0 13 HORIZONTAL RUN FOR 4'-0" MIN. 3 14" 60 1,220 1,455 1,560 1,560 0 1,215 1,450 1,535 1,535 akING TOP PLATE LEVEL O HORIZONTAL LENGTH , IN COMPLIANCE 36 � 12 5E0 1,495 1,780 1,870 1,870 .54 WITH SECTION R401.3 OF THE 2020 RCNYS. 210 1,325 1,490 1,490 1,490 INTERIOR WALL ASSEMBLY- 1/2" GYPSUM 16" 2;'0 1,325 1,535 1,535 1,535 14 BOARD OVER 2"X 4"WOOD STUDS @ 16" 360 1,325 1,560 1,560 1,560 15 15 O.C. COVERED WITH %i" GYPSUM BOARD. 5fi0 1,640 1,870 1,870 1,870 STRUCTURAL BEAM. SEE FOUNDATION General Notes PROPOSED 15 PLAN FOR SIZE AND SPECIFICATION. 13 2/4 minimum end bearing required. i CELLAR �R 00 ■ Reactions may not be increased for duration of load. 25 0 16 COLUMN PAD. SEE FOUNDATION PLAN FOR • Reinforcement must extend 2"beyond the top of the rafter cut as shown above. SIZE AND SPECIFICATION. • Bold italic cells require redesign of TJI®joist for the reduced reaction capacities shown. 2"X 12" ROOF RIDGE, CONTINUOUSLY 07 VENTED. ,. "..... . . . ., 1.11� U . . 2"X 4"CO 16"O LEVEL . 18 COLLAR TIES @ O.C.4.50 CAD File Name: 1TOSCANO REVISED 6.1ayout 03 L_ _ J L_ _ ;:r STANDARD ROOF ASSEMBLY-240# Drawn By: Edward Koenig ARCHITECTURAL ASPHALT OR m FIBERGLASS ROOF SHINGLES TO MATCH CONTACT US • 1.888.iLevel8 (1.888.453.8358) •www.!Level.com 08 16 16 EXISTING OVER 30#ROOFING FELT ON 1/2" Architect's Seal //.� 19 'CDX' PLYWOOD ROOF SHEATHING (NO AWeyerhaeuser,!Level,TJI,and Trus Joist are registered trademarks of Weyerhaeuser NR.©2011 Weyerhaeuser NR Company.All rights reserved. ALTERNATES WILL BE ACCEPTED FOR 0.00 E MATE GRADE LEVEL PLYWOOD ROOF SHEATHING) OVER 2"X A-12 SCALE: 1/4"= V-0" 0.00 10" ROOF RAFTERS @ 16" O.C. OR TJI 110/ 9-1/2" ROOF RAFTERS 16" O.C. ROOF TO RECEIVE SELF ADHESIVE ICE ,.�;_ ,�:�'• .� �_�;,�,,,,,.,,, BARRIER FROM INSIDE EDGE OF EXTERIOR WALL TO 2'-0" UP ROOF IN COMPLIANCE ,'s , 20 WITH SECTION R905.1.2 OF THE 2015 IRC, 17 EXTEND ICE BARRIER FOR CONTINUITY TO FASCIA BOARD AND GUTTER ASSEMBLY. .w_...�_- SEE THERMAL AND MOISTURE RIDGE HEIGHT SPECIFICATIONS(TYPICAL). ` b 18 40.01 CEILING ASSEMBLY-TJI 110/ 11-7/8" 12 12 CEILING JOISTS @ 16"O.C. WITH 8-1/4" R-30 5-3/4 5-3/4 21 KRAFT PAPER BACKED FIBERGLASS 19 INSULATION BATTS BETWEEN JOISTS COVERED WITH /"GYPSUM BOARD. NEW EXTERIOR PERIMETER WOOD FRAME CA R M E L H I L L 06 WALL CONSTRUCT BY VINYL SIDING (SEE ELEVATIONS FOR MFG.AND SPEC.)OVER ARCHITECTS 00 'TYVEK' HOUSE WRAP OVER 1/2" EXTERIOR O22 20 i GRADE'CDX' PLYWOOD SHEATHING (OR EQUAL)OVER 2"X 6"WOOD STUDS @ 16" O.C.WITH 5-1/2" R-21 KRAFT PAPER BACKED FIBERGLASS INSULATION BATTS BETWEEN STUDS COVERED WITH 1/2" CEILING TOP PLATE LEVEL GYPSUM BOARD. 31.17 FLOOR ASSEMBLY: 3/4" "CDX"TONGUE AND GROOVE PLYWOOD FLOOR SHEATHING 23 GLUED AND SCREWED OVER 2"X 10" 05 FLOOR JOISTS @ 16" O.C. COVERED WITH 1/2"GYPSUM BOARD. FLOOR ASSEMBLY: 3/4""CDX"TONGUE AND 21 PROPOSED PROPOSED PROPOSED GROOVE PLYWOOD FLOOR SHEATHING ` MASTER BEDROOM CLOSET MASTER o 01 BATHROOM co24 GLUED AND SCREWED FLOOR JOISTS @ 6"O OVER WITH 8-1/4" R-30 KRAFT PAPER PACKED FIBERGLASS V1 ww.CARMELHILL.COM FLOOR LEVEL INSULATION BATTS BETWEEN JOISTS. 11 23.17 2"X 36" R-10 PERIMETER RIGID FOAM INSULATION BOARD "FORMULAR 150"AS Architecture Firm: 26 MFG'D. BY OWENS CORNING EXTENDING 02 #; o TO TOP OF SLAB IN COMPLIANCE WITH CARM E LH I LL ARG H IT QTS CEILING TOP PLATE LEVEL SECTION RN 1102.2.10 22.33 12 EDWARD KOENIG - R.A., A.I.A. 415 LAKE AVENUE SOUTH NESCONSET, NY 11767-1848 631-277-3337 Website: www.CARMELHILL.com 23 PROPOSED PROPOSED Email: CARMELHILL16@gmail.com BEDROOM KITCHEN 14 Project Title: 22FLOOR LEVEL 13.33 TOSCANO RESIDENCE CEILING TOP PLATE LEVEL 0 12.50 TOM & CAROLINE TOSCANO 610 JACKSONS LANDING MATTITUCK, NY 11952 917-440-0916 24 15 15 DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 07 PROPOSED PROPOSED GARAGE 04 26 CELLAR nB eo Sheet Title 13 SECTIQNS Jill09 SLAB LEVEL 4.5003 - .._. 10 08 Drawing No. F _12 A-12 SCALE: 1/4" = V-0" JOIST NOTCHING AND BORING LIMITATIONS LOAD BEARING STUD NOTCHING AND BORING LIMITATIONS ALL STRAPPING TO BE INSTALLED 16" Copyright of Architectural Drawings-These plans are protected by JOIST SIZE MAX. HOLE MAX.NOTCH DEPTH MAX.END NOTCH STUD SIZE MAX.HOLE MAX.NOTCH DEPTH O.C. UNLESS OTHERWISE NOTED federal law and are subject to copyright protection as an 2"X 4" NONE ALLOWED NONE ALLOWED NONE ALLOWED 2"X 4" 1-3/8" 7/8" "architectural work"under section 102 of the copyright act, 17 2"X 6" 1-1/2" 7/8" 1-3/8" 2"X 6" 2-3/16" 1-3/8" EACH WALL STUD SHALL BE CONNECTED N U.S.A. as amended December 1990 and known as Architectural 2"X 8" 2-3/8" 1-1/4" 1-7/8" 2"X 8" 2-7/8" 1-13/16" TO THE GIRDER BELOW WITH BY ANY OF Works Copyright Protection Act of 1990.These drawings are 2"X 10" 3" 1-1/2" 2-3/8" NOTE:IF HOLE IS BETWEEN 40%AND 60%OF STUD DEPTH,THEN STUD THE STRAPS SHOWN ABOVE.A provided as an instrument for construction for the construction 2"X 12" 3-3/4" 1-7/8" 2-7/8" MUST BE DOUBLED AND NO MORE THAN TWO SUCCESSIVE STUDS ARE CONTINUOUSLY CONNECTED PATH MUST project at the address shown on the title block of the drawings and DOUBLED AND SO BORED. BE PROVIDED FROM THE STUD TO THE FOAM BAFFLE CHUTE VENT they may not be used for any project other than that listed at the AVOID SQUARE CORNERS H2A-UPLIFT CONNECTOR BETWEEN RAFTERS address shown on the title block without the written consent and NON-LOAD BEARING STUD NOTCHING AND BORING LIMITATIONS GIRDER BELOW. compensation of the architect.This protection includes but is not IN NOTCHES AND HOLES STUD SIZE MAX. HOLE MAX.NOTCH DEPTH (TYPICAL) p p 1" RIGID FOAM INSULATION arrangement and MAX. LENGTH D/3 ALL STRAPPING TO BE INSTALLED 16"O.C. ROUGH CUT AROUND composition of spaces and elements of the designs. Under such 2"X 4" 2-1/8" 1-3/8" ALL STRAP STOCK NUMBERS SHOWN limited to the overall form as well as the arran g = 2"X 6" 3-5/16" 2-3/16" u _ ARE FROM "SIMPSON STRONG TIE Dib MAX. D/4 MAX. 2"x 8" 4-3/8" 2-7Is'• UNLESS OTHERWISE NOTED VENTILATION CHUTE.AIR SEAL protection, unauthorized use of these plans,work or home CONNECTORS" PERIMETER WITH EXPANDING represented,can legally result in the cessation of construction or 2"MIN FROM TOP A CONTINUOUSLY CONNECTED PATH MUST ® FOAM SEALANT buildings being seized and/or monetary compensation to Carmelhill AND BOTTOM OF 25%MAX.DEPTH OF STUD 0%MAX.DEPTH OF STUD BE PROVIDED FROM THE STUD TO THE CS16 CS20 COIL STRAP WITH 12" MINIMUM Architects and/or Edward Koenig. D /3 MAX. O D/3 MAX. d INSULATION BETWEEN D/4 MAX. JOIST D/6 MAX. yam, GIRDER BELOW. BEARING ON STUDS -A�AT ENDS O BORED HOLE AND NOTCHES CEILING JOISTS MAY NOT LOCATED IN SAME BORED HOLE AND NOTCHES CROSS SECTION OF STUD MAY NOT LOCATED IN SAME ALL STRAP STOCK NUMBERS SHOWN ARE A35F 18 GAUGE PLATE CONNECTORS @ ® NO . DESCRIPTION DATE O O CROSS SECTION OF STUD FROM "SIMPSON STRONG TIE 12"O.C. MAX. CONTINUOUS BEAD OF �, BORED HOLE MAX.DIA.NOT TO CONNECTORS" 1" RIGID FOAM BOARD CAULK SEALANT 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 OUTER 1/3 OF ,.aPAN MIDDLE 1/3 OF SPAN OUTER 1/3 OF SPAN EXCEED 40%OF STUD DEPTH. BORED HOLE MAX.DIA.NOT INSULATION VERTICALLY. BORING AND NOTCHING NO NOTCHING HERE BORING AND NOTCHING MAINTAIN 5/8"MIN.FROM EDGE TO EXCEED 60%OF STUD PS418(UPLIFT CONNECTOR FOAM SEAL GAPS 2 ISSUED FOR CONSULTING. 3-16 20 ALLOWED BORED HOLES ALLOWED OF BORING TO EDGE OF STUD. DEPTH.MAINTAIN RI MIN. INSULATION BETWEEN ALLOWED FROM EDGE D.BORING TO WALL STUDS 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 NOTE: D= DEPTH OF JOIST(INCHES) EDGE OF STU°, TYPICAL RAFTER TO WALL WALL TO GIRDER CONNECTION DETAIL CODES. 1 NOTCHIN7 LIMITATIONS LOAD BEARING STUDS NON-LOAD BEARING STUDS 2 3 4 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 A-14 NOT TO SCALE A-14 NOT TO SCALE A-14 NOT TO SCALE A-14 SCALE: 1"= V-0" 5 REVISED WETLANDS COVERAGE 10-2-20 CALCULATIONS. TOP PLATE ALL STRAPPING TO BE INSTALLED 16"O.C. DOOR AND WINDOW HEADER ROOF FRAMING CS20 COIL STRAP(UPLIFT CONNECTOR- PLICEI T 110 MPH FASTEST CONNECTION SPACING 12 ,s ,9.2 24 FASTENING SCHEDULE MILE WIND SPEED (STUD SPACING IN INCHES) ACONTINUOUSLY CONNECTED PATH MUST BE DOUBLE TOP PLATE TYPICAL KING STUD TO TOP PLATE ROUGH OPENING FRAMING REQUIREMENTS FOR WALL HEIGHT UNIT LATERAL MULTIPLIER ,.o0 1.33 ,.so t.o° PROVIDED FROM THE STUD TO THE GIRDER WINDOWOPENINGS O ACCORDANCE WITH WOOD 1-1/4"X 20 GAUGE STEEL COILED STRAP CONNECTIONS)12"MIN. BEARING ON STUDS (FT.) FRAMING LOADS FRAME CONSTRUCTION MANUAL 2018 EDITION) 8'-0" 171 BELOW. CS20 AS MFG'D. BY SIMPSON (12" MIN. ALL STRAPPING TO BE INSTALLED 16"O.C. ALL STRAP STOCK NUMBERS BEARING ON STUDS) ,o'-o" 2,3 SHOWN ARE FROM "SIMPSON NOTATION A B G D E F ,2 0 249 STRONG TIE CONNECTORS" OPENINGS N UNLESS OTHERWISE NOTED.A CONTINUOUS CONNECTED PATH MUST BE PROVIDED FROM 16_o. 317 2'-0" z (,)z"x4' 1 , , , I STUD WALL ABOVE HEA E THE STUD TO THE GIRDER BELOW.ALL STRAP 18'-0" 350 4'-0" 4 (1)2"x4" z 2 2 2 NO STRAPPING REQUIRED WHEN STOCK NUMBERS SHOWN ARE FROM"SIMPSON 20'-0" 383 H2A OR MTS30 UPLIFT 6'-0" 2)2"X4" COLLAR TIES ARE 16" O.C. r STRONG TIE CONNECTORS" CONNECTOR(TYPICAL) 6 OR 3 3 3 3 ONE H2.5a STRAP EACH SIDE OF JOIST H2A OR MTS3 1. TABULATED FRAMING LOADS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.85 FOR (+)2"x6" UPLIFT CS20 COIL STRAP(UPLIFT CONNECTOR- FRAMING NOT LOCATED WITHIN 3'-0"OF CORNERS FOR BUILDINGS LESS THAN 30'-0" IN CS20 COIL STRAP(UPLIFT 6'0' (2)2"X 4" WITH (3)8d COMMON NAILS @EACH CONNECTOR AT \TYPICALATALL HEADER TO JACK WIDTH (W), OR WITHIN W/10 OF CORNERS FOR BUILDINGS GREATER THAN 30'-0" IN CONNECTOR-TYPICAL AT 6 OR 3 3 3 3 _ _ END OF STRAP AS MFG'D. BY SIMPSON ,o'-o' 10 (2)2•x6' 4 4 a 4 2"X 4"COLLAR TIES 16"O.C. 1/3 ° KI G EACH RAFTER AND CONNECTIONS) 12"MIN. BEARING ON STUDS WIDTH. ALL HEADER TO JACK 12'-0" 12 (2)2"X6' 5 4 5 4 DOWN BETWEEN RIDGE AND CEILING °° S D STUD (TYPICAL) CONNECTIONS)WITH 12" NOTATION: JOISTS (PROVIDE 2"X 6" RAFTER TIES o H2.5A-UPLIFT CONNECTOR CS20 COIL STRAP(UPLIFT CONNECTOR) 2. TABULATED FRAMING LOADS ARE SPECIFIED IN POUNDS PER LINEAR FOOT OF WALL.TO MIN. BEARING ON STUDS T a E6APA01elNAILS@EACHENDOFSTRAPPINGS(TABLE37,PAGE157)& (TYPICAL) TYPICALAT ALL STUD TO BOTTOM PLATE AND DETERMINE CONNECTION REQUIREMENTS MULTIPLY THE TABULATED UNIT LATERALGE 316) @ 32 O.C.AS REQUIRED TO MAINTAIN RIM JOIST CONNECTIONS 12" MIN. BEARING ON B-NU BEROF)ILLSTUDS-ONFLAT(DOESNOTAPPLYTODOORS)(TABLES MAXIMUM CLEAR ATTIC CEILING FRAMING LOAD BY THE MULTIPLIER FROM THE TABLE BELOW CORRESPONDING TO THE STHD14 OR STHD14RJ + + + + HEIGHT OF 4'-5") ALL STRAPPING TO BE INSTALLED NO RIF STUDS SPACING OF THE CONNECTION. (UPLIFT CONNECTOR) 3.2 CU PAGE 193) HEIGHT KING STUDS @EACH SIDE OF HEADER(TABLES + + + + 16"O.0 ��ONNE��jjT TR STIHD14RJ OR STHD14 TIE DOWN (UPLIFT DDED 14" INTO D-NUMBER OF Ind NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END FLAT CEILING RIDGE REQUIF�ED �� CCNNECTOR)TYPICAL ATCORNERS OF 3.TABULATED FRAMING LOADS ASSUME A MEAN ROOF HEIGHT OF 33'-0". FOR MEAN ROOF CO ETE (TYPICAL AT OF HEADER @ EACH SIDE(TABLE 3.7,PAGE I5T)8(TABLE 6A,PAGE 316) BUILDING,AT ENDS OF SHEARWALLS,AND HEIGHTS OF 15'-0"OR LESS,THE TABULATED VALUES SHALL BE PERMITTED TO BE RNERS OF BUILDING E-NUMBER OF JACK STUDS@ EACH END OF HEADERS(TABLES 3 22F,PAGE 191) 2"X FLOOR JOISTS ASSUME DOUBLE HEADER EACH SIDE OF DOOR OR WINDOW OPENINGS MULTIPLIED BY 0.80. AND AT ENDS OF F-NUMBER OF led NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO END OF 6'-0"WIDTH OR MORE SHEARWALLS) OF SILL(S)@EACH SIDE(DOES NOT APPLYTO DOORS)(TABLES 38,PAGE 157)& 4.WHEN CALCULATING LATERAL LOADS FOR ENDS OF HEADERS/GIRDERS, MULTIPLY THE (TABLE 6A,PAGE 316) FRAMING ,AND UPLIFT CONNECTION TABULATED UNIT LATERAL LOAD BY 1/2 OF THE HEADER GIRDER SPAN (FT.). WINDOW AND DOOR HEADER 5 IOW AND DOOR OPENING 6 7 8 9 A-14 SCALE: NOT TO SCALE A-14 SCALE: NOT TO SCALE A-14 NOT TO SCALE A--14)S CALE: 1/2"= V-0 A-14 NOT TO SCALE 4' 4' 4' 4' PLYWOOD SHEATHING NAILING SCHEDULE ABU66i'_ POST BASE ASSEMBLY DESIGN NOTE: ROOF SHEATHING WALL SHEATHING DESIGN LENGTH J SHEATHING AS PART OF PERFORATED CAD File Name: TOSCANO REVISED 6.layout WASHER SUPPLIED WITH ASSEMBLY Q 0 ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 LENGTH NOTE: SHEARWALLS OR SHEAR WALL SEGMENT SHEATHING AS PART OF PERFORATED Drawn By: Edward Koenig SHEARWALL OR SHEAR WALL SEGMENT (S.W.S.)SHALL BE CONTINUOUS FROM SILL 1/2" GALV.ANCHOR BOLT IMBEDDED 0 FIELD 12"O.C. 12" O.C. 6" O.C. 12"O.C. 12"O.C. TO TOP PLATE OR ADEQUATELY BLOCKED AT IN POURED CONCRETE SUPPORT PIER a e 0 (S.W.S.)SHALL BE CONTINUOUS FROM SILL TO JOISTS. Architect's Seal EDGE 6" O.C. 6"O.C. 6 O.C. 6" O.C. 6' O.C. TOP PLATE OR ADEQUATELY BLOCKED AT Ai <'5 POURED CONCRETE PIER (3 A.ALL 1/2" EXTERIOR PLYWOOD SHEATHING TO BE SECURED JOISTS. HOLD DOWNS REQUIRED AT ALL FOUR 2 O O O O O O WITH 8d COMMON NAILS OR 10d BOX NAILS. PATTERN AS HOLD DOWNS REQUIRED AT ALL FOUR CORNERS OF STRUCTURE UNLESS _ 6"X 6"POST O 0 INDICATED ABOVE CORNERS OF STRUCTURE UNLESS OTHERWISE NOTED. SEE CONSTRUCTION OTHERWISE NOTED. SEE CONSTRUCTION \� DETAIL 4 33 B. FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTHEE DETAIL \ \ �I \� 1 ; ABU442-POST BASE ASSEMBLY 0 ® REFER TO"WFCM 2001 NAILING SCHEDULE"ON TITLES T. \SOILD BLOCKING - • WASHER SUPPLIED WITH ASSEMBLY 5 3/8" PLYWOOD SHEATHING WITH 8d COMMON 5 PLYWOOD SHEATHING WITH 8d COMMON ! 1/2"GALV.ANCHOR BOLT IMBEDDED O NAILS @ 6"O.C. ON THE EDGE AND @ 12"O.C. �L�\' NAILS @ 6"O.C. ON THE EDGE AND @ 12"O.C. � roti./ -... ... ... I e • IN THE FIELD a IN POURED CONCRETE SUPPORT I O O O O O O IN THE FIELD u PIER i GABLE ROOF GREATER THAN HOLD DOWN GABLE ROOF GREATER THAN HOLD DOWN POURED CONCRETE PIER 10 DEG. PITCH,45 DEG. (MAX.) 10 DEG. PITCH, 45 DEG. (MAX.) Ir II I. 4"X 4"POST I I 10 E DETAIL 11 12 13 CARMELHILL A-14 NOT TO SCALE A-14 NOT TO SCALE A-14 NOT TO SCALE A-14 NOT TO SCALE ARCHITECTS www.CARMELHILL.COM Architecture Firm: CARMELHILL ARCHITECTS EDWARD KOENIG - R.A., A.I.A. SIDING Table A-End Support > tl ASE MOLDING 415 LAKE AVENUE SOUTH Mimmum distance from edge of hole to inside face of nearest end support 1/ hole Round Hole Size Square or Rectangular Role Size y FINISH FLOORING OVER NESCONSET, NY 11767-1848 MEMBRANE ATTACHED WITH SOLVENT lie'e' 711. r' 3" 4" 6h" 0 „' ,3" z° 3" 4" 6h" arh' „° 13" d may be cut BASED ADHESIVE AT WALL Ho ,',o„I r-6� �_z'-o: 15'-0"._,,,,,,,, ! ,,,,,, ! , .... .�h,,,j r-6...1. z',6' i 4'-6' ; . In. distance m Table A Min. distance from Table B anywhere in ROUGH FLOOR SHEATHING 631-277-3337 rice ro 210 10" 16 26 56 11 20 26 SO Mir' 230 16" 2 D 2 6 t 5 6 I _ l o•., 2 D_-A 3,D 5° _.., web outside of Website: www.CARMELHILL.com SOLVENT BASED ADHESIVE 360 1 6 2.0 tt 3-0 ' 6--V 1.6' z s 3'-6 5 6 WITHIN 3" OF CORNER 560 1 6' f 2 6' t T-6- 1 T D : 2-0' 3'-0' 4'-6 6'-0' f hatched zone FULL STRINGER Email: CARMELHILL16@gmail.com 110 11-0" a l 0 ! 1-6 , 2 6 5'-6' ! 1-0' 7 1 6 2'-0 4%V 16 0 .,.. . DO NOT cut holes 2 ,'-0" 11'-6' 2'.D" 3'-0" 1'-6' 60 MIL DURADECK ULTRA N11 - -o" 2'• 2'-6" 16' I r�^ ; in cantilever ��6 b EQUALLY SPACED FLEXIBLE CAULK TO s' 2 0 ° 3 0 ' 4 s r-o" r-s 1 2'-6' , T-6" 6'.6" T-6' ! %r WATER BASED ADHESIVE SEAM HEAT WELDED SOLVENT BASED ;;o ;-o...' i,:o. ; I.. .. I r on b o° PREVENT CREASE IN EMBRANE,ATTACHED WITH 3/4 MIN OVERLAP, I.... 15-6 : 0-0" : 2'-6" 3'.6 a'-6" ' i'a' s'-6" . remforeement. 6rI RAA �" RISERS 8-1/4' MAX., Project Title: 0 t o , ,s 3 0 5 6' 1 0" , 1 0 , ]6' 3'-6" • s-o a-o" , •._ NO VARIATIONS WATER PROOF ADHESIVE WITHIN 3" 21. 1 0 1 o ! 1-0^ i 2 D 3 6 6'.0' 1 D' 1 0 2.6 a'•D ; s-6' 0.6" ' GREATER THAN 3/8" MEMBRANE: SLOPE:2% MIN. OF EDGE 1/ 36o i o" ' i o i e^ i s ' S'6 I e o + o i-e 'i'-6' �'o' sA' 0. ! 3/4"MIN.TO 1-1/4" 56D ),.D" ,'-D" 2'-D" 4'-6' 6'-6" ,'9'-D' ;'.6: ; a'-D" ,'-6: ; T'-o' , -0' ,0'-D"; I-•- T O S C A N O RESIDENCE (1/4" PER FOOT) 1 6" Closely grouped round V 6" Do not cut MAX. NOSING I Ll 2xD1 D1 L2 2xL2 D2 210 r.o' r-o" r-o" ; t'-a" r-6 € 3'-6' ; 6'-0" ]'-o" i 1'-0' , r-D' i 3'-0 ; 6'-6' ! 6'-0' �]'-o ' ' PROJECTION. NO TOM & CAROLINE TOSCANO ..I....... . ............ a .. j I6" 230 ,'-D^ i'-o'_I ,';o`_L!.-6�3'_D' 4'-0" I T:0" 1'-0' I ,'-0' 1'-0' ! 3'-6" T:0" X9'0" ll�ll" No IIeI� minimum' holes are permitted I minlmum No field holes larger VARIATION 360 ,'.D" i D ";'-D' 2 6 4'fi 6.6" 9 0" 1'-D" , o 1'.6 5 0 9 0 1 ID D ; 1,'-6" „ " 610 JACKSONS LANDING METAL DRIP EDGE, 560 i'.D" , ,D , i'-D' 2'-6- 5'0 7.6• 10 D 1'-D' 2 D k 3'-0 6.6 iD D 1,D 11'.U" cut holes (applies to all the group perimeter cut holes than 1/z In GREATER THAN 3/8" MEMBRANE ATTACHED Table B-Intermediate or Cantilever Support LEDGER BOARD BOLTS. Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support DO NOT cut or in hatched holes except meets requirements for in hatched cantilever MATTITUCK, NY 11952 WITH SOLVENT BASED notch flange. zone ) NO VARIATION 917-440-0916 SEE LE R BOARC \2"X TAPERED S IPS GLUED ,alst ,,® AoundHoleSize SquaraorRectangularHoleSlze knockouts round or square holes zone 9"MIN. GREATER THAN 3/8" SPECS. ADHESIVE TO METAL oeptH 2" 3" 4" 11 OW 11" ,3' 2" 3" 4" 6A' BK" Il" 13" AND SCREWED T JOISTS 110 6'r 2'_6 9'-6" ,_6.,6..i DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 210 T-0' ; 24' r 6'.6' , 10° r.o.- T.0' 4'.0' T.6' ; LOAD BEARING STUD NOTCHING AND BORING LIMITATIONS o 40% MAX. DEPTH OF SOFFIT BLOCKIN 9h" 230 2'-6' ! 3 0 1 C-0 li-6' 2'-0• In- 360 6 4 s z s 25/o MAX. DEPTH OF _ , . } - l STUD SIZE MAX. HOLE MAX. NOTCH DEPTH 360 3'-0' ! 4'-0' r 5'-6" 9'-0" 3'-0' d'-6" 5'-6" s'-D' I /STUD /STUD ' ONTINUOUS PVC CLIP 560 3'-6" ! s-0' ? 6'-0' i6'-o': 4'-0 5'-6" f 6'-6'" 9-6. 2"X 4" 1-3/8" 7/8" /�( �l FULL COVERAGE 1/2" uo r-D" r-a° ; r-6" ; 4'-0" 3'-6' r-o" ; r-6 rs r-a" ! s'-s° GYPSUMBOARD Sheet Title tlo 1'.D" ; L-0" 1 2'-0" 4'-6' TV : F-0' r-D• Y-0• ; a'-o' I lo'-0.1 2"X 6" 2-3/16 1-3/8" BORED HOLE AND NOTCHES BORED HOLE AND a'-o i 4,10 i T`0' lo'-o' r-a 2'•6' 1 T-6" ' 81.6" 10'-6' 2"X 8" 2-7/8" 1-13/16 MAY NOT LOCATED IN SAME BOTTOM OF STAIRS 360 2'-0' e. JOIST HANGER 5s0 1.6v ! 3'-0" ' 4-6 , e- -0 ! z '-D . 9,-6. 1'-0 NOTCHES MAY NOT mh" z3o i'-o' < i'-0' z'-s" j s 0" 11 -0" j 3'-6" 5 l CROSS SECTION OF STUD -D' 12'.0 ' f 3'-0" 4'-6° 6'-0' ?l0'-6" t2'-0": D o O OLOCATED IN SAME CROSS O E TA I L S 3/4" BC-GRADE TONGUE AND GROOVE No „�-0 , t'-o ��'-o' z-0^ a;6. 8=6 1 -0 1_.0_.; 1=0 5-D 9 0' t�z'.o NOTE: IF HOLE IS BETWEEN 40%AND 60/o OF STUD DEPTH, SECTION OF STUD STRINGER tm i.a" 1 o t 0 z s 5's s 1 0' ,0 i-os-o° too t3 a THEN STUD MUST BE DOUBLED AND NO MORE THAN TWO PLYWOOD GLUED TO JOISTS , WITH 3/32" 14" 230 1-0°1 ]o , 1-0' 3 6 6'0 ,o s !,-0, l o , 2-6' 6 6" Y 11 0 I l3 6". - 3s0 1-0 1 0 2-0' ! 5 6 8'6 r]z 6 ! i'-o" 2'4- I`4-o 1`9'-i , ,z o I]a-o"_.;;'"' SUCCESSIVE STUDS ARE DOUBLED AND SO BORED. BORED HOLE MAX. DIA. BORED HOLE MAX. DIA. TREADS AND RISERS GAP PROVIDED AT ENDS AND EDGES O 560 1-0" 1 1'-0' r-6" l 5'-6" 9'-6" :13'•6•' r-0' ! 3-0" ' 5'-0' l 10'-0•'13'-6''15'-0 NOT TO EXCEED 40% OF ° PANEL FOR EXPANSION/CONTRACTION AND tlo r-o" , r.D' . r.D" ;_ r-o, 3-s',_ s'-o_j>0'-01' c-0 ,.,r-o I I'-D' 4'-6' ,)o'-o",lr-s W.O. NOT TO EXCEED 60/o OF WEDGED AND GLUED 230 11-01_i.-i'-6° =D i'.fi" a'-D' 16'-6' ;u'•D" i'-D r-o" I i'-o" s-o 1 io'-6'I IJ<6 'i6'-6 STUD DEPTH. MAINTAIN STUD DEPTH. MAINTAIN INTO STRINGER SHRINKAGE OF FRAMING s° 380 i'-D° r.0° l'i'-0" i 3'-0" 6--6" 'la-o ;13'•6° _l'_a' r-o"_t r-0" r-s° '13'-0"'w'-s" a-D' NON LOAD BEARING STUD NOTCHING AND BORING LIMITATIONS ssD r-o" i'•o" l i'-D" i i'-s r6" ''11'•0° is-o r-0 I0" 13fi' 19'-0' 114'-6"I I6'-0" 18'-0' 5/8" MIN. FROM EDGE OF 5/8" MIN. FROM EDGE OF STUD SIZE MAX. HOLE MAX. NOTCH DEPTH BORING TO EDGE OF �'' / • Leavet/a"ofweb(minimum)at top and bottom of hole DD NOT cut Joist flanges. 2"X 4" 2-1/8" 1-3/8" BORING TO EDGE OF NOTE:ALL STAIR CONSTRUCTION SHALL COMPLY WITH IRC • Tables are based on uniform load tables in current design literature. STUD. STUD. 2015 SECTIONS R311 AND R312 • For simple span(5'minimum),uniformly loaded joists used In residential applications,one maximum size round hole maybe 2"X 6" 3-5/16" 2-3/16" Drawing No. located atthe center ofthe joist span provided that noother holes occur lnthe Joist 2"X 8" 4-3/8" 2 718" LOAD BEARING STUDS NON-LOAD BEARING STUDS 144 ROOFTOP DECK DETAIL 15 16 INTERIOR STAIR DETAIL AA_'� 3 SCALE. 1-1/2 - V-0" A-14 SCALE: 3/4"= V-0" A-14 SCALE: 1" = V-0" ` ` ` ^ ` � ^ � ~ ^ Drawing No4 i Generated by REScheck-Web Software Compliance Certificate -r Project TOSCANO RESIDENCE Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 0 deg. from North Conditioned Floor Area: 4,784 ft2 Glazing Area 22% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 610 JAKCSONS LANDING TOM &CAROLINE TOSCANO EDWARD KOENIG-R.A.,A.I.A. MATTITUCK, NY 11952 610 JACKSONS LANDING CARMELHILL ARCHITECTS MATTITUCK, NY 11952 415 LAKE AVENEUE SOUTH 917-440-0916 NESCONSET, NY 11767-1848 Email: CARMELHILLI6@gmail.com • e • + .•Co Compliance: 6.5%Better Than Code Maximum UA. 475 Your UA: 444 Maximum SHGC: 0.40 Your SHGC: 0.26 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area As�eimibly or Cavity Cont. U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 56 30.0 0.0 0.035 2 Ceiling 2: Flat Ceiling or Scissor Truss 1,723 30.0 0.0 0.035 60 FIRST FLOOR NORTH WALL:Wood Frame,24" o.c. 105 21.0 0.0 0.056 4 Orientation: Front Window 1:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation: Front Window 2:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation: Front FIRST FLOOR NORTH WALL(2): Wood Frame,24" o.c. 106 21.0 0.0 0.056 4 Orientation: Front Window 3:Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.28 Orientation: Front Window 4:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.28 Orientation: Front Window 5:Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.28 Orientation: Front 85 21.0 0.0 0.056 3 Project Title:TOSCANO RESIDENCE Report date: 06/01/20 Data filename: Page 1 of 12 Gross Area (-avity Cont. Assembly or U-Factor UA Perimeter Door 2: Glass 8 0.180 1 SHGC: 0.05 Orientation: Front Door 3: Glass 20 0.270 5 SHGC: 0.16 Orientation: Front Door 4: Glass 8 0.180 1 SHGC: 0.05 Orientation: Front FIRST FLOOR NORTH WALL(4):Wood Frame,24"o.c. 2 21.0 0.0 0.056 0 Orientation: Left side FIRST FLOOR SOUTH WALL:Wood Frame,24" o.c. 437 21.0 0.0 0.056 17 Orientation: Back Door 5: Glass 33 0.300 10 SHGC: 0.23 Orientation: Back Daor 6: Glass 33 0.300 10 SHGC: 0.23 Orientation: Back Window 7:Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.28 Orientation: Back Window 9:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.28 Orientation: Back Window 11:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.28 Orientation: Back Window 10:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.28 Orientation: Back Window 8:Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.28 Orientation: Back Window 6:Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.28 Orientation: Back FIRST FLOOR WEST WALL:Wood Frame, 24" o.c. 330 21.0 0.0 0.056 17 Orientation: Right side Window 12:Wood Frame:Double Pane with Low-E 7 0.300 2 SHGC: 0.28 Orientation: Right side Window 14:Wood Frame:Double Pane with Low-E 6 0.300 2 SHGC: 0.28 Orientation: Right side Window 15:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation: Right side Window 13:Wood Frame:Double Pane with Low-E 7 0.300 2 SHGC: 0.28 Orientation: Right side FIRST FLOOR NORTH WALL(5):Wood Frame,24"o.c. 21 21.0 0.0 0.056 1 Orientation: Left side FIRST FLOOR NORTH WALL(6):Wood Frame,24"o.c. 8 21.0 0.0 0.056 0 Orientation: Right side FIRST FLOOR EAST WALL:Wood Frame, 24" o.c. 309 21.0 0.0 0.056 14 Orientation: Left side Door 7: Solid 18 0.300 5 Orientation: Left side Project Title: TOSCANO RESIDENCE Report date: 06/01/20 Data filename: Page 2 of 12 Gross Area Cavity Cont. Assembly or . U-Factor UA Window 16:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation: Left side Window 18:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation: Left side Window 17:Wood Frame:Double Pane with Low-E 3 0.300 1 SHGC: 0.30 Orientation: Left side FIRST FLOOR NORTH WALL(7):Wood Frame,24" o.c. 125 21.0 0.0 0.056 5 Orientation: Front Window 19:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation: Front Window 20:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation: Front SECOND FLOOR SOUTH WALL:Wood Frame, 24" o.c. 390 21.0 0.0 0.056 13 Orientation: Back Door 8: Glass 53 0.300 16 SHGC: 0.23 Orientation: Back Window 21:Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.28 Orientation: Back Window 23:Wood Frame:Double Pane with Low-E 23 0.300 7 SHGC: 0.28 Orientation: Back Window 37:Wood Frame:Double Pane with Low-E 30 0.300 9 SHGC: 0.28 Orientation: Back Window 36:Wood Frame:Double Pane with Low-E 30 0.300 9 SHGC: 0.28 Orientation: Back Window 22:Wood Frarrie:Double Pane with Low-E 9 0.300 3 SHGC: 0.28 Orientation: Back SECOND FLOOR EAST WALL:Wood Frame,24" o.c. 273 21.0 0.0 0.056 13 Orientation: Left side Window 24:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation: Left side Window 26:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation: Left side Window 25:Wood Frame:Double Pane with Low-E 6 0.300 2 SHGC: 0.28 Orientation: Left side SECOND FLOOR WEST WALL:Wood Frame,24" o.c. 263 21.0 0.0 0.056 13 Orientation: Right side Window 27:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation: Right side Window 29:Wood Frame:Double Pane with Low-E 4 0.300 1 SHGC: 0.30 Orientation: Right side Window 28:Wood Frame:Double Pane with Low-E 3 0.300 1 SHGC: 0.30 Orientation: Right side SECOND FLOOR NORTH WALL:Wood Frame, 24" o.c. 123 21.0 0.0 0.056 6 Orientation: Front Project Title:TOSCANO RESIDENCE Report date: 06/01/20 Data filename: Page 3 of 12 Assembly Gross ArL-a I Cavity Cont. Perimeter Window 30: Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0,28 Orientation: Front Window 31:Wood Frame:Double Pane with Low-E 2 0.300 1 SHGC: 0,31- Orientation: Front SECOND FLOOR NORTH WALL(2): Wood Frame, 24" o.c. 73 21.0 0.0 0.056 2 Orientation: Front Door 9: Glass 40 0.300 12 SHGC: 0.23 Orientation: Front SECOND FLOOR NORTH WALL(3): Wood Frame, 24" o.c. 1 21.0 0.0 0.056 0 Orientation: Right side SECOND FLOOR NORTH WALL(4): Wood Frame, 24" o.c. 107 21.0 0.0 0.056 6 Orientation: Front Window 32:Wood Frame:Double Pane with Low-E 4 0.300 1 SHGC: 0.30 Orientation: Front Window 33:Wood Frame:Double Pane with Low-E 4 0.300 1 SHGC: 0,30 Orientation: Front SECOND FLOOR NORTH WALL(5):Wood Frame, 24" o.c. 6 21.0 0.0 0.056 0 Orientation: Right side SECOND FLOOR NORTH WALL(6): Wood Frame, 24" o.c. 93 21.0 0.0 0.056 4 Orientation: Front Window 34: Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation: Front Window 35:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation: Front SECOND FLOOR NORTH WALL(7):Wood Frame,24" o.c. 1 21.0 0.0 0.056 0 Orientation: Left side Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,784 30.0 0.0 0.033 59 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title:TOSCANO RESIDENCE Report date: 06/01/20 Data filename: Page 4 of 12 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. mgect tin.-, Pln�s/Vye�erslfled IFe1a�_yVearifiecf Ssgf�M` °" '` Commeritt {tAs:�iiim ions •3 #y:;, -^ .F're-i�ispection/Alan ReWiew� da • 1T�Y,MG 'r• ;F . 'WaiMe ARx-fCQ ii�.i�?gsl,Y,1 n ! 6c:xReq' - esu 103.1, ;Construction drawings and El lies 9 i w �J P 3 103.2 documentation demonstrate �p� E � �❑Does Not [PRI]1 ;energy code compliance for the °� � �a•=x e. he.� ; y � ❑Not Observable ,building envelope.Thermal �� k„ ,3 4�: " �� "' ❑Not Applicable envelope represented on w �q 9 , Pp ;construction documents, r b' . s ,, � "y.,°a> - q a :❑Com Iles 103.1, ,Construction drawings and . ���� • p , 103.2, documentation demonstrate °• ;nor ❑Does Not 403.7 energy code compliance for [PR3]1 ;lighting and mechanical systems. ; . '" t❑Not Observable �rH m, .�•. ; Mr; :s ❑Not Applicable :Systems serving multiple PP ;dwelling units must demonstrate ;compliance with the IECC ,Commercial Provisions. Heating and cooling equipment is; Heating: Heating: ;❑Complies ; 403=7' = sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not JP- R2],',' on loads calculated per ACCA Cooking: Cooling: ❑Not Observable , ;ManualJor.other methods Btu/hr ; Btu/hr approved by the code official. ❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 1,2a. Medium Impact(Tier 2) -3 Low Impact(Tier 3) Project Title:TOSCANO RESIDENCE Report date: 06/01/20 Data filename: Page 5 of 12 sectloh'A e ;" IFt►pndati un Insliieition Complies? Commsnt�/4ssumptlons &,Req.ID, Aprotective covering'is installed to OComplies [P0,111? protect exposed exterior insulation ElDoes Not an extends tends a minimum of 6 in. below E]Not Observable _Fpwe grade. E]Not Applicable ,44. ,5 _ ,Snow-and ice-melting system controlsE] ' Com plies 0:1291x installed. E]Does Not E]Not Observable; E]NotApplicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: TOSCANO RESIDENCE Report date: 06/01/20 Data filename: Page 6 of 12 Ser ;.(Plans Verlfled iField Verlfied #!; , Oiiantine/,Raughrin;.lnspectlr,1a Value Value "Co�siplies? 6mtnenits/Assumptlons 402.1.1, :Door U-factor. ; U- U- ❑Complies ;See the Envelope Assemblies 402.3.4 ❑Does Not :table for values. [FRI]1 ❑Not Observable ; ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ❑Complies ;See the Envelope Assemblies 402.3.1, average). ❑Does Not !table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 : ❑Not Applicable 3 303.1.3 : A, x U-factors of fenestration products f ]❑Complies [FR4]1 are determined in accordance : „ ° s ❑Does Not ;with the NFRC test procedure or ;taken from the default table. % , �'' `F`' ' ❑Not Observable ; 'K. '°<� ❑Not Applicable 402.4.1.1 :Air barrier and thermal barrier j❑Com lies [FR23]1 installed per manufacturer's " � '"`�" '`"` "vA1ya'A -s�f❑ '. Does Not instructions. "" ` t"❑Not Observable xR , k4V11f>4E]Not Applicable 402.4.3 ;Fenestration that is not site built '''' „"<' .; ❑Complies [FR20]1 is listed and labeled as meeting "' X, `w 2 ' ''''�''­#"" El Does Not AAMA/WDMA/CSA 101/I.S.2/A440 a ;or has infiltration rates per NF RC „F ` ? F> " syr"1❑Not Observable j 400 that do not exceed codef❑Not Applicable ;limits. : , s... W ❑ti /y`W y Complies IC-rated recessed lightingfixtures >r $> . [ ft fr• sealed at housing/interior finish _. '� ` E1Does Not ; and labeled to indicate <_2.0 cfm �.... leakage at 75 Pa. s ,.;sx,#❑Not Observable ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies : [FR12]1 :insulated >= R-8 where duct is a Vi a•°:',s ;'; ❑Does Not >=3 inches in diameter and >_ R-6 where< 3 inches.Supply and „%'' "' $;_'• o „"'y;.. ]❑Not Observable : return ducts in other portions of "' "` ..''d ❑Not Applicable ; x ' the building insulated >= R-6 for :diameter>=3 inches and R-4.2 ,. " � rr�`'" (for<3 inches in diameter. " '? ':,%'°``'' ,'; �>.� 'si, ;,✓; ; 403.3.2 ;Ducts, air handlers and filter ❑Com lies : [FR1311 :boxes arery- ,° ;'� ,r".: ❑ p ; sealed with �' '° ;�°;,f e�>"w° - � •Y � °' Does Not ,joints/seams compliant with r•y;<<GY. ;,,£s,;, ;. �'.`_ ;International Mechanical Code orI " . J❑Not Observable nternational Residential Code, as `�� ❑Not Applicable ; ;applicable. a u. oxz. � E ;pae a : 403.3.5- "Building cavities are not used as ❑Complies WR1513,.,Aducts or plenums. ,,"i ;ID Does Does Not ;❑Not Observable ❑Not Applicable 400 4-.•".- `HVAC piping conveying fluids : R- R- ❑Complies ; [E"li4 ° above 105°F or chilled fluids ❑Does Not :a ,•; ° " below 55°F are insulated to>_R- <_, ❑ 3 Not Observable ; ❑Not Applicable ; 403.4.1 `Protection of insulation on HVACc .�w'❑Complies '. [FR2411 piping. ;s'. ❑Does Not ; }.'�,,,.,,;,.%''4�•,�,';Ari",�,j, � ✓3'C°�p''an��rb�„'w,m � :''1E]Not Observable ' ; �'✓M..¢;".,�`<XGy. ..e .wrt`Fay°�±; 'hw RPe4•%veyi�-e z`y'.s,.,� ; ❑Not Applicable ; At}�;3;- ')Hot water pipes are insulated to R- R- ❑Complies ; ❑Does Not ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 1�2­1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:TOSCANO RESIDENCE Report date: 06/01/20 Data filename: Page 7 of 12 fb "S6ctidn'.J., V41[ '.'�,1, d Veri Framing I,Rouq�-Iln lnspqction an Cliesf ValuefiedF1elfied omp Corriments/Assumptions Req. , 403.6-o Automatic or gravity dampers areLicomp lies Efjlkl9P,� installed on all outdoor air E]Does Not intakes and exhausts. E]Not Observable E]Not Applicable Additional Comments/Assumptions: I I 1High Impact(Tier 1) Medium Impact(Tier 2) 1,3_1 Low impact(Tier 3) Project Title: TOSCANO RESIDENCE Report date: 06/01/20 Data filename: Page 8 of 12 Section Re .lp, Verif#w Insulation ins ectibn Plansed Field.Veifi ei ""aiue 4 e " ,!VSIU6 Geie�ijsiles. ComnaergtslAssumpticns'� 303'1' All installed insulation is labeled LJComplies t�N33I W or the installed R-values ❑Does Not �.: provided. ][]Not Observable , ' ❑Not Applicable 402.1.1, !Floor insulation R-value. R- m �; R- ❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ;❑ Wood ❑Does Not (table for values. [IN1]1 E] Steel E] Steel ❑Not Observable ` :❑Not Applicable 303.2, :Floor insulation installed per "° ' '' """ "'` s•❑Com li .n' i 402.2.7 manufacturer's instructions and n „ ❑Does Not [IN2]1 ;in substantial contact with the underside of the subfloor, or floor q'` "s ; ,_.' >r- "''` i❑Not Observable ff'mff ,1❑Not Applicable :framing cavity insulation is in :a '"° PP contact with the top side of ;sheathing,or continuous insulation is installed on the ' > underside of floorframing and -' "" 9' `z<v°•' ,extends from the bottom to the ;top of all perimeter flo Dr framing :members. wW s r ' 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 [IN3]1 ;exterior,the exterior insulation E] mass E] Mass ;❑Not Observable I j requirement applies (FR10). ;EJSteel E] Steel ❑Not Applicable ; � { 3 i { 303.2 ;Wall insulation is installed perI❑Com hes ; [IN4]1 manufacturer's instructions. " �"" '"`` " P .F ,z ej,, ❑Does Not A ❑Not Observable ❑Not Applicable ' Additional Comments/Assumptions: 1 High Impact(Tier i) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:TOSCANO RESIDENCE Report date: 06/01/20 Data filename: Page 9 of 12 � ' ' ' 402.1.1, i(Ceiling insulation R-value. R- R- �E]Complies :See the Envelope Assemblies 402.2.1, d :table for values. El woo E] Wood :E]Does Not E] Steel E] Steel TINot Observable 402.2.6 (Fill' E]Not Applicable 303.1.1.1,:Ceiling insulation installed per ElComphes 303.2 :manufacturer's instructions. E]Does Not [F1211 :Blown insulation marked every 1300 ft2. 'M, ElNot Applicable 462J3 Vented attics with air permeable "777 7", LJComplies ,IF122)2 insulation include baffle adjacent to soffit and eave vents that ElNot Observable extends over,insulation. Applicable 402.2.4 ;Attic access hatch and door R- R- E]Complies [171311 :insulation :�R-value of the 'E]Does Not :adjacent assembly. :ElNot Observable 'ElNot Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 ACH 50 E]Complies [FI17]1 :ach in Climate Zones 1-2, and :E]Does Not :<=3 ach in Climate Zones 3-8. :ElNot Observable E]Not Applicable 44, Wo aces have 12 tight fitting flue dampers and E]Does Not outdoor air for combustion. ElNot Observable 403.3.3 1 Ducts are pressure tested to cfm-/100 cfm/100 ZlComplies [F127]1 �determine air leakage with :iFt2 ft2 :E]Does Not :either: Rough-in test:Total :,leakage measured with a :ElNot Observable ' :ElNot Applicable :pressure differential of 0.1 inch M.g. across the system including �the manufacturer's air handler !enclosure if installed at time of :test.Postconstruction test:Total :leakage measured with a ;pressure differential of 0.1 inch :w.g.across the entire system :including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 [F1411 :cfm/100 ft2 across the system or :ElDoes Not <=3 cfm/100 ft2 without air handler@ 25 Pa. For rough-in E]Not Observable :tests,verification may need to ElNot Applicable :occur during Framing Inspection. 403.3.2.1 ;,Air handler leakage designated iElComplies s Not [F12411 :by manufacturer at<=2%of Doe design air flow. le ElNot Applicable .4 Programmable thermostats ElComplies 191 )installed for control of primary E]Does Not heating and cooling systems and ElNot Observable initially set by manufacturer to specifications. ElNot Applicable code Heat pump thermostat installed fFIl0l, ion heat pumps. ",,,CDoes Not :ElNot Observable '10Not Applicable I High Impact(Tier 1) J'2 1 Medium Impact(Tier 2) 1-3-1 Low impact(Tier 3) Project Title:TD5CANORESIDENCE Report date: 06/01/20 Data filename: Page lOoflZ 'section w K •;. ' " ' ` rCnai.l(nPlfl5' @� �C CII IF SII(:�/ !ii LC y:a; p es "a ;,,u>Cr4l�tf1R�IC1 S i5ffi tkl�? OI1 d sj! cdon Otovislons Value l0aiuie `Cant ii / Circulating service hot water » : " "` „ x- '^" ' """"❑Complies ,�S ; systems have automatic or " „ '" "❑Does Not accessible manual controls. , ` s = s ❑Not Observable ; " meq. l „�•,,;n q" `" ',r^- - v ❑Not Applicable ' 4€'?3(i;'1" :All mechanical ventilations stem ❑ W Complies ]~IZ ,fans not part of tested and listedyY' � ❑Does Not HVAC equipment meet efficacymax ' ''v' *°` ° r and air ow limits per Table }rte; Not Observable , `0,11403.6.1. 40'3';2-_ ❑Not Applicable ; 403;2„. �.,#Hot water boilers supplying heat ”°;: �,p. '' "" " 4 - ,❑Complies [r:t26Ia1 through one-or two-pipe heating ❑Does Not 3 ., systems have outdoor setback a control to lower boiler water y " a. ' 'a' f"C&]Not Observable ; ;,. temperature based on outdoor ❑Not Applicable ; w�temperature. q , "d"•o-fe:✓nw°,5. ., f.+'fli�d'.,, t.,.b�'f'•S�Vn'.y,.'. �U35:�.1��.�Heated water circulation systems Mq.,. -:.�- .; •w:">� ��.,,,�����,����, ❑Complies , Pj2$jx.m° have a circulation pump.The "`' i ❑Does Not `• '6 Jsystem return pipe is a dedicated)-:-S F-: - `' ' <,a Not Observable ; ;return pipe or a cold water suppl ❑ y 3 pipe. Gravity and thermos- ' ❑ r' ,y �, �� Not Applicable syphon circulation systems are tl_ ,y'z' , not present. Controls fors -mower , circulating hot water system <.,R„ ""'• "$^ " pumps start the pump with signalPiams , _> 'for hot water demand within the occupancy. Controls rk• automatically turn off the pumpq „ ,when water is in circulation loop €�;;,;<�'"; .° "°` ”'"` .,•;, ; ?is at set-point temperature and `°'max " ' no demand for hot water exists. ` Electric heat trace systems .?. a ❑Complies (29} comply with IEEE 515.1 or UL r € >;, "s m " ❑Does Not = 515. Controls automatically4g ❑Not Observable ' :,adjust the energy input to the 'd •., ❑Nat Applicable {heat tracing to maintain the 'desired water temperature in the ,N` piping m" _ �r�r • �°eA '.�° ;4 " s;. A.0`3:5,°2�• Demand recirculation water "- ` "$ � - ,�& � '• � ❑Complies ; [E tap systems have controls that -a-`< ��❑Does Not r •; w manage operation of the pump ° and limit the temperature of the �� E` ' �A, 1❑Not Observable 'm.- £ ❑Not Applicable ° . water entering the cold water � g.��.&:��,, �„.; Piping to<= 1001F. s.; rs: * , 4133;5;4= ,Drain water heat recovery units = • = �` � 9) ' °1 z. ❑Complies ; {tested in accordance with CSA �' G"•b. "'� ❑Does Not B55.1. Potable water-side •<, ".,i shy phot Observable ; " {pressure loss of drain water heat ; d"d ,'gy,F „ g. -, ,;. {{ �'px ❑Not Applicable ' recovery units< 3 psi for tee` PP individual units connected to oned:E =.s �.';z.�s ;agwpis�r,�;s. . . �"gre„ ,°p" or two showers. Potable water- -�°y ; pressure loss drain water heat recovery units<2 psi for ^. individual units connected to three or more showers. 404.1 ;90%or more of permanent ❑Complies [FI6]1 fixtures have high efficacy lamps `}*' f ",� =_ ^ ` ❑Does Not ,1'�'s s'r, .. f ;.,•� �;r� t :. .H s• H❑Not Observable ; ❑Not Applicable 464.'1A . ;Fuel gas lighting systems have x .,�yv -:p, �v- =9�.'. ', a ; w ❑Complies ; FI23 4" ;no continuous pilot light. E ] P 9 cF',ux..,,•: ;-. ", .. ❑Does Not ❑Not Observable , ❑Not Applicable 1 lHigh Impact(Tier 1) 2- Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: TOSCANO RESIDENCE Report date: 06/01/20 Data filename: , Page 11 of 12 Final ���< ., Plans Verified F'lelit V'rY final Inspee#ion=PrdWslons. a !fled a tCoi�pMles7 Coinencs/Assiimptlans n Rig .Ip <- � Value m�;Valu. :.a' <�. ._ 401. Compliance certificate posted. : ❑Complies ; [Ei7� ❑Does Not "t,ems:• °; . ��'ffi-, t xAs' §. " , J❑Nat Observable : .. :,. , !❑Not Applicable 40333. :.;Manufacturer manuals for =" `` �/" ' j❑Complies ; IM1$l !mechanical and water heating '6? " .� ��:-�:<.�a��=$::s=�.-.,,�<,.. . „.��q�❑Does Not )systems have been provided. ❑Not Observable '❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:TOSCANO RESIDENCE Report date: 06/01/20 Data filename: Page 12 of12 r ;} 2018 IECC Energy 8/1 Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling /Roof 30.00 Ductwork (unconditioned spaces): Glass&Door Rating 'U"Fpt;tpr Window 0.30 0.28 Door 0.30 0.23 Heating : Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments i.� V - 4E All i lit • Ate_ ���f��i�e'� _. - ,` View of subject property looking west ♦-StPe 1 tIJ IAAW � _ Y -off,rt� � •a �`. 4. ti,.i 11 r •'0,7.+5, -IF;^,`� 44 25 yft View of property looking north. t � 11f ,IL _ S r R, e W /oma .yj�► rr l �Y. y r View of property looking east. 5 w 20 3D Road s Bird @p t t ref , E F . 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Art ALLt _ � .l .lb~ • 0 of • • I • l l� , ilii i1rlHi r '••••• '� uu rat ui. ■1111�1111 1111 1111 n u� 1111 111 -- -_ 1111 1111 .N' man Vy r.a ��� �■ man 1111 - :n n ■��■o■ 1111 1111 MAM 1111 1111 - _' -- -'■■�■■■■ ■mossono■ i1111�11 41111 1111 a Nunn Nu Iloilo ~- 1111 11.1 on mass ■ zir .�ti 't g:^f � y . -Yi' - � - d � � ri: +�!"4 •-.�wV - .. � .ate � ��• � ...l � .',fes w" t �1 , u n 1 • � 1 r ,12 144 A^(-) MATCH I.OW) ,aNc) SEE SEC.NO.Ioi sE>=sEc.NO.IW sEE SEc.Ho.,m YATO, IINE. MATCH _ZL—uN WAN.F ',•o- TI . �--- FOR PCL NO. TS 1,MW1 SEE NO. ,p a 4 ITA(cl 3 wH Pu No. 4 ��a s T] FOR s°CEc r o. I J I SEE SEC.NO. ,�,^ .♦ ry, 'y 1 I.oM 1I .y 1 T e ,.TAW1 11-2 12 10801-090.) , e ♦ G T2 Y,- O_ ^' � / 19 ♦ 2B ,111=) 1 ^ 1 � / I� Ci I 9.AA)c) ° .p n` ne i O _ ♦ � � a � � q on 9to I� Iz 1e�\ � / ' w Y 7 ].1 P O 9 11^ i♦ 1]AllIs r � `A ^ w w m ♦ �.. 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(r09Narsamntn 10.11 I 1921 Msp+�rArany 122A z.9A10 .td w 1 ♦ P �I MIT e 23A(c) 19.12 ^ te.9Nc) ;P„ 25 � gwa ,1 ° 'N SEES "O •, SM 19.]O 141' m I, to^, 15 nzo mz t F 2y 19.0 ISM 1O� SOA ,.]A' P ` ryJ 2 CO1�YOPSUFRXK g M 19 • P a 19. ti a b 21 19.]9 °r • S9A SSA FOR PCL ND. • t ^ 6 ♦ t--111 SEE SEC.NOP \] ) N t931 �`a ♦ ��� 2eA11 .w,H M]I, MATCH Z—_— I,NE �.' 19p ♦ O 101 11 12 G.R. .. 6EE Ste.N0.121 da r r� 19)5 A%voI£ ,9.]e — w'�o•^`u�� MATCH SEESEC���t — ,a ,m�ARex SECTION N0 UNE COUNTY OF SUFFOLK © E os Real Property Tax Service Agency Y T 113 9AM+99.N Y t,♦H M .... .. OfIIM'wwTEN OF nE � M m-mT — x •• sw wraxwuu�.nnrTxa wnunAna�Fe t9oe OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cot.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 �CO N11 ° LOCAL WATERFRONT REVITALIZATION PROGRAM MPAPIPOiNDUMOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: June 12, 2023 Re: LWRP Coastal Consistency Review for CAROLINE TOSCANO SCTM# 1000-113-4-8 Michael Kimack on behalf of CAROLINE TOSCANO requests an Amendment to Wetland Permit#9799 for the as-built clearing and to revegetate±4,790sq.ft. of the property and a portion of the non-turf buffer area; remove two trees on east side of property; trim branches on one side of a red cedar tree for walkway access; as-built raised 25.6sq.ft. wood platform for two A/C units; as-built 15.2sq.ft. concrete landing with 16.7sq.ft. steps to ground; as-built 263sq.ft. seaward side deck with 38sq.ft. steps to ground; proposed 255sq.ft. fire pit area; 60sq.ft. of proposed stepping stones; proposed 25 linear feet stone retaining wall under deck; install a 575sq.ft. sand beach area; install 600sq.ft. of pea-gravel under deck to driveway and up to sand beach area; install a 2,125sq.ft. pea-gravel driveway; install 75 linear feet of 4' high fencing with two (2) gates on west side of dwelling; and to install 70sq.ft. pea-gravel path from beach area to walkway stairs. Located: 610 Jacksons Landing, Mattituck. SCTM# 1000-113-4-8 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the as-builts are INCONSISTENT with LWRP Policy 6.3 and, therefore, INCONSISTENT with the LWRP. The as-built clearing is Inconsistent with policy 6.3 the LWRP. Revegetation should be limited to native, deer resistant and drought-tolerant vegetation. Trees should be included in the revegetation plan. The area should not be landscaped. 6.3 Protect and restore tidal and freshwater wetlands. 1. Reduce the area of irrigation and fertilization-dependent landscaping. 2. Preserve existing trees on site—the clearing of trees within 100' of a tidal wetland is not consistent with LWRP policies. 3. Note the buffer restrictions as outlined in a past LWRP CCR. 2. Require that the NY3DEC 49"Non-Disturbance buffer and 25"foot wide buffer seaward from the structure noted on the survey be memorialized In a Covenant and Restriction filed with the Office of the Suffolk County Clerk, N'Y3DC Permit tD 1-4733-"«13928. 3. Nota that a 5 'wide buffer was required by the(Board of"trustees in Wetland Permit 7475 issued in 2011. In 2011 the Board may have reduced the non-disturbance buffer to 25' under permit 7475. Was the NYSDEC non-disturbance buffer width reduced? See below item 8. OFFICE LOCATION: � 04�� MAILING ADDRESS: Town Hall Annex 3_ P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) ' =3 Southold, NY 11971 Telephone: 631 765-1938 0 � n LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: December 9, 2020 Re: LWRP Coastal Consistency Review for CAROLINE TOSCANO SCTM# 1000-113-4-8 Carmelhill Architects on behalf of CAROLINE TOSCANO requests a Wetland Permit to construct a new 3,242sq.ft. two-story, single-family dwelling with attached two car garage; a 74sq.ft. front roof over entry; and 325sq.ft. two rear decks. Located: 610 Jacksons Landing, Mattituck. SCTM# 1000- 113-4-8 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP provided the following is required to protect ground and surface waters: 1. Require the installation of a I/A OWTS. 2. Require that the NYSDEC 40' Non-Disturbance buffer and 25' foot wide buffer seaward from the structure noted on the survey be memorialized in a Covenant and Restriction filed with the Office of the Suffolk County Clerk. NYSDEC Permit ID 1-4738-03928. 3. Note that a 50' wide buffer was required by the Board of Trustees in Wetland Permit 7475 issued in 2011. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney p15F014. Peter Young,Chairman � Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 ' Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., December 9, 2020 the following recommendation was made: Moved by Carol Brown, seconded by Peter Meeker, it was RESOLVED to SUPPORT the application of CAROLINE TOSCANO to construct a single- family dwelling with six bedrooms and two-car garage, 3242 sf., front roof over entry 74 sf. and two rear decks, 325 sf. Located: 610 Jacksons Landing, Mattituck. SCTM#113-4-8 Inspected by: Carol Brown, Peter Meeker The CAC Supports the application with an I/A wastewater treatment system and new construction should be setback 100' from the wetland boundary. Vote of Council: Ayes: All Motion Carried CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE,made the V-f\ day of July 2020 BETWEEN ERIC L.KOENIG and JOANNA KOENIG,his Wife,both residing at 31 Oaklawn Drive, Commack,NY 11725 party of the first part,and CAROLINE TOSCANO,residing at 31 Edgewood Drive, New Hyde Park,NY 11040 party of the second part, WITNESSETH,that the party of the first part,in consideration of TEN AND 00/100 dollars paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate, lying and being at Mattltuck,In the Town of Southold,County of Suffolk and State of New York,known and designated as Lot#!6 on a certain map entitled"Map of Jackson's Landing"and filed in the Suffolk County Clerk's Office on March 28,1969 as Map#15280. SAID PREMISES being known as and by street address 610 Jacksons Landing,Mattituck,NY 11952,and being designated on the Tax Map for the Town of Southold,County of Suffolk and State of New York as District 1000,Section 113.00,Block 04.00,Lot 008.000. BEING AND INTENDED TO BE the same premises as was conveyed to the Grantors herein by a Deed dated March 30,2010 and recorded in the Suffolk County Clerk's office on April 9,2010 in Liber 12621'of Deeds at page 559. TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the Improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose.The word"party"shall be construed as if it read"parties"when ever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the.day and year first above written. IN PRESENCE OF: a/' r Standard N.Y.B.T.U.Form 8002 Bargain and Sale Deed,with Covenant against Grantor's Ads-Uniform Acknowledgment Form 3290 TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE IN NEW YORK STATE State of New York,County of Suffolk ss: State of New York,County of Suffolk Ss: On theT-h�day of July in the year 2020 On the 5411,day of July in the year 2020 before me,the undersigned,personally appeared before me,the undersigned,personally appeared Eric L. Koenig Joanna Koenig personally known t o me or proved to me on the basis of personally known to me or proved to me on the basis of satisfactory evidence to be the individuals)whose name(s)is satisfactory evidence to be the individu al(s)whose name(s)is (are)subscribed to the within instrument and acknowledged to (are)subscribed to the within Instrument and acknowledged to me that he/she/they executed the same it 1]i ledthetr me that he/she/they executed the same in hier heir I capacity(ies),and that b er/thei r signature(s)on the capacity(tes),and that by hi her thelr signature s)an the instrument,the individuals,or the person upon behalf of which instrument,the individual(s),Z1me person upon behal f of which the individual(s)acted,executed the instrument. the individual(s)acted,executed the instrument. (signature and office of individual taking acknowledgment) (signature and office of individual taking acknowledgment) THOMAS N.TOSCANO Notary Public,State of NY THOMAS N.TOSCANO No.01TO60W616 Nmau C=V Notary Public,Stale of NY No.01T06 *16 N=mu Caltlt)f Comm,Expires May 12,20.2a Comm.Explres May 1$2PA TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE OUTSIDE NEW YORK STATE State(or District of Columbia,Territory,or Foreign Country)of On the day of in the year before me,the undersigned,personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose names) is(are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in histher/their capacity(les),and that by his/her/t heir signature(s)on the Instrument,the individual(s),or the person upon behalf of which the individual(s)acted, executed the instrument,and that such individual made such appearance before the undersigned in the in (insert the City or other political subdnrisign) (and insert the State or Country or othe"lace the acknowledgment was taken) (signature and office of Individual taking acknowledgment) DISTRICT 1000 SECTION 113.00 BARGAIN ANDSALE DEED BLOCK 04.00 WITH COVENANT AGAINST GRANTOR'S ACTS LOT 008.000 Title No. COUNTY OR TOWN Mattituck STREET ADDRESS 610 Jackson Landing TO Recorded at Requestof RETURN BY MAIL TO: Caroline Toscano DISTRIBUTED BY 31 Edgewood Drive New Hyde Park, NY 11040 w O LL 4 O O Z_Z 2 O w z LL O W N K O LL W O Q a N N_ Z Wf C W N DiSalvo, Diane From: DiSalvo, Diane Sent: Thursday, October 15, 2020 3:35 PM To: 'carmelhilil6@gmail.com' Subject: 610 Jackson's Landing -Toscano Attachments: Forms.pdf Town records show that,the current owner of above mentioned property is not Caroline Toscano. Please provide us with proof that she is the new owner. A Wetland application fee is$250.00. We are not permitted to fill out the amount in your check provided: Caroline Toscano& Thomas Toscano#137. Please provide us with another check and advise what to do with the check#137. Attached please find form for Caroline Toscano to sign authorizing you to act as her agent and Disclosure form for you to sign as Agent. Diem D%SGiLVD Sou.tkoW TowvL Trustees 54375R0ute 25 P.o. gox 1179 Sol tthoW, NY 11971 (C,S1) 7c,5-:L292 (C,31) 7C,5-004-1 _ 1 4 ` Glenn Goldsmith,President *1 SU(/rTown Hall Annex Michael J.Domino,Vice-President ,`O� Ol0 54375 Route 25 John M.Bredeme er III P.O.Box 1179 York Y �[ � Southold,New York 11971 A.Nicholas Krnpski G Q Telephone(631) 765-1892 Greg Williams �� Fax(631)4765-q64 _3 BOARD OF TOWN TRUSTEES OCT 16 2ng0 TOWN OF SOUTHOLD TO: SOUTHOLD TOWN BUILDING DEPARTMENT ,I,; ; � O0 RE: VERIFICATION OF BUILDING DEPARTMENT PERMIT REQUIREMENTS SCTM#. r`_ GI�_ V - 0 . TDA A/�O Properf Owner Tare: Datd'S'6364' 6"Bldg:"Dept: 10,16',2-0 : ,, x_ -•_;-- ,;.:: The•Office of the Board of Trustees is forwarding.the above referenced application'for verification of the Building Depa rtment s permi ting.,requirements stated"below: i YES NO Will the proposed project require a Building Permit? V Will the proposed project require_a variance determination from the Zoning Board of Appeals? Will any part of this application be considered:e„DeMglition as described under Town Code? COMMENTS: Signature of Reviewer Date i r Glenn Goldsmith,President zf SO&P, Town Hall Annex 0 Michael J.Domino,Vice-President 54375 Route 25 tid �j P.O.Box 1179 John M.Bredemeyer III [ [ Southold,New York 11971 A.Nicholas Krupski on �c G SIC- Telephone(631)765-1892 Greg Williams �© i YD Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD ", This Section For Office Use Only -4 Coastal Erosion Permit Application ou 7 2020 Wetland Permit Application ` Administrative Permit _,,c.Amendment/Transfer/Extension � :Received Application: 8.7� __---=1= ✓ �T Received Fee:$ M.00 -Completed Application: /0•/.x.20 Incomplete:. SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: �Coordination:(date sent): LWRP Consistency Assessmen Form Sent: a G CAC Referral Sent: r Date of Inspection: U Receipt of CAC Report: �=' Technical Review: Public Hearing Held: & Resolution: Owner(s)Legal Name of Property(as shown on Deed); Caroline Toscano Mailing Address: 31 Edgewood Drive, New Hyde Park, NY 11040 Phone Number: 516-582-1705 Suffolk County Tax Map Number: 1000- 113 -4 - 8 Property Location: 610 Jacksons Landing, Mattituck, NY 11952 south side of Jacksons Landing, 550.86 feet east of Mill Road (If necessary,provide LILCO Pole#, distance to cross streets, and location) , AGENT(If applicable): Edward Koenig - architect, Carmelhill Architects Mailing Address: 415 Lake Avenue South Nesconset, NY 11767-1848 Phone Number: 631-277-3337 CQ� C ,-] -M - r- Board of Trustees Application GENERAL DATA Land Area(in square feet): 24,222.17 sf Area Zoning: R-40 Previous use ofropertY� Residential p Intended use of property: Single family residential Covenants and Restrictions on property? Yes X No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? X Yes No If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes X No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes X No Does the structure(s)on property have a valid Certificate of Occupancy? Yes X No Prior permits/approvals for site improvements: Agency Date Suffolk Health Dept. #R10-09-0053 4-21-10 New York State DEC#1-4738-03928/00001 4-8-10 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes,provide explanation: Project Description(use attachments if necessary): Two story single family residence with six bedrooms and 2 car garage, 3242 sf front roof over entry 74 sf two rear decks, 325 sf Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Single family residence Area of wetlands on lot: 4222.91 sf square feet Percent coverage of lot: 17.43 % Closest distance between nearest existing structure and upland edge of wetlands: NA feet Closest distance between nearest proposed structure and upland edge of wetlands: 78.53 feet Does the project involve excavation or filling? No X Yes If yes, how much material will be excavated? 200 cubic yards How much material will be filled? None cubic yards Depth of which material will be removed or deposited: 4 feet feet Proposed slope throughout the area of operations: 2.72 degrees Manner in which material will be removed or deposited: Typical residential construction equipment including backhoe, excavator, and bulldozer. Statement of the effect, if any,on the wetlands and tidal waters of the town that may result by reason of such proposed operations(use attachments if appropriate): No effect on wetlands. Structure has been situated as close to front property line as feasible with considerations for zoning compliance and required clearances for septic system. 1 Board of Trustees Application COASTAL EROSION APPLICATION DATA Purposes of proposed activity: Single family residence Are wetlands present within 100 feet of the proposed activity? No X Yes Does the project involve excavation or filling? No X Yes If Yes,how much material will be excavated? 200 (cubic yards) How much material will be filled? none (cubic yards) Manner in which material will be removed or deposited: Typical residential construction equipment including backhoe, excavator, and bulldozer. Describe the nature and extent of the environmental impacts to the subject property or neighboring properties reasonably anticipated resulting from implementation of the project as proposed,including erosion increase or adverse effects on natural protective features. (Use attachments if necessary) No adverse effects are anticipated on the adjacent areas. Erosion control measures will be utilized during excavation and construction, include silt fencing and hay bales. Existing natural terrain will remain in area of tidal wetlands and area of"DEC non ground disturbance", to act as buffer between natural creek and proposed residence. 61Z20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: Toscano Residence Project Location(describe,and attach a location map): 610 Jacksons Landing, Mattiuck, NY 11952, south side of Jacksons Landing, 550.86 feet east of Mill Road Brief Description of Proposed Action: Construct two story single family residence, with six bedrooms, front roof over entry, two rear decks, and two car garage. Name of Applicant or Sponsor: Telephone: 5516-582-1705 Caroline Toscano E-Mail: caroline@mrtcarting.com Address: 31 Edgewood Drive City/PO: State: Zip Code: New Hyde Park NY 11040 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that � ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: Southold Town building permit, Southold Trustees Wetlands permit ❑ JAI NYS DEC, and Suffolk Health Waste Water Management 3.a.Total acreage of the site of the proposed action? 24,222 sf acres b.Total acreage to be physically disturbed? 7500 sf acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 24,222 sf acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban —[]Rural(non-agriculture) ❑industrial ❑Commercial ®Residential(suburban) ❑Forest ❑Agriculture El Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations9 ❑ PIT', I ❑ b.Consistent with the adopted comprehensive plan? X� 6. is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ Q 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: ❑ ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES 0 b.Are public transportation service(s)available at or near the site of the proposed action? ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: Proposing eventual use of solar panels for southern roof exposure. _ El 0 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: D 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: Proposed on-site septic � ❑ tank and drainage field 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? R ❑ b.Is the proposed action located in an archeological sensitive area? X 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: Ll Shoreline El Forest ❑Agricultural/grasslands []Early mid-successional ❑ Wetland ❑Urban ®Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? Q 0 16.Is the project site located in the 100 year flood plain? NO YES X 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, (j�� X a.Will storm water discharges flow to adjacent properties? ©NO DYES L_.1 b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: F-1 NO ©YES On-site roof drainage pools are provided. Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ❑ ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: lX_I R 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO. YES completed)for hazardous waste? If Yes,describe: � ❑ 1 AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Caroline Toscano — Date: 01 Ii/I OV 2,0 Signature: ' -g l C4,f AA I r Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning ❑ regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? ❑ ❑ 3. Will the proposed action impair the character or quality of the existing community? ❑ a 4. Will the proposed action have an impact on the environmental characteristics that caused the El El of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or El 1:1affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate o ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: I-1 ❑ a.public/private water supplies? E _J b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, Q architectural or aesthetic resources? L_I 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ a waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ Elproblems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name,of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of t - f. §3 Carmelhill Architects Edward Koenig — R.A., A.I.A., N.C.A.R.B. Licensed in New York, New Jersey, Connecticut, and Florida ^ 415 Lake Avenue South Nesconset, NY 11767-1848 Phone 631-277-3337 Email: CARMELHILL16CaD-GMAIL.COM Webpage: www:CARMELHILL.com Town of Southold Board of Trustees CARMELHILL ARCHITECTS Attn: Diane 54375 Main Road PO Box 1179 Southold, NY 11971 ® E C E 0 V E October 19, 2020 OCT 2 2 2020 Re: Caroline Toscano Residence 610 Jackson's Landing Southold Town Mattituck, NY Board of Trustees SCTM#1000-113-4-8 Dear Diane, As per your email, copy attached, please find enclosed: 1. $250 check 2. Signed affidavits 3. Property deed Please contact my office if you require anything additional. Sincerely, 4�14� ��� Edward Koenig — R.A., A.I.A. Carmelhill Architects Board of Trustees AppIll",3.tion AUTHORIZATION (Where the applicant is not the owner) I/We, Caroline Toscano 3 owners of the property identified as SCTM# 1000- 113 - 4 - 8 in the town of Mattituck New York, hereby authorizes Edward Koenig of Carmelhill Architects, 415 Lake Avenue South, Nesconset, NY 11767 to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. 1 Property Owner's Signature Property Owner's Signature SWORN TO BEFORE ME THIS DAY OF OC di JC' � ,20 Gt� Notary Public State of�"e�York Notary Public 6ieg#01MA6118535 _ due i®Queens County 1 ZS APPLICANT/AGF,N I'/R EPRESEN'tATIVE TRANSACTIONAL DISCLOSURE FORM e Town o Sout old's O e of th'es ro ibits itis f inter on the of town officers 1 e u e f this to vide" formation which can alert the town of ssible co fl' of terest and allow it take w eve action is necessary klygld same. YOUR NAME: Edward Koenig (Last name,first name,middle initial,unless you are applying•ini the name of someone else or other entity,such as a company.If so,indicate the,other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building _ Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.) Do you personally(Or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the"Town of Southold?""Relatloinshipr includes by blood,marriage,or business interest"Business interosr means a-busints, including'a partnership,in which the-town officer or employee has even a pard6f ownership of(or employment by)a corporation in Which the town officer or employee owns more-than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agentfrepresentative)and the town officer or employee.Either check the.appropriate line A)through D)'and/or describe in the space provided The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner,of greater tban,,S"jo of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the,legal orbeneficiai owner of any interest in a noxi-corporate entity(when the applicant-is not a corooratii n); C)an officer,director,partner',or employee of the applicant:or D)the actual applicant. DESCRIPTION OF RELATIONSHIP I. - bffSubmitted this day 20 2-© Signature_ Print Name ward o -Architect Form TS I p I APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE IF'OIM c Town o Sauthold's de of 't 'cs hibits conflicts r interest on the of town officers em lay .The.ppmQge-,of this f to vide" formation-.vhich can alert thc to of ssible cis-dicts,ofinteltst and allow it!Q take w atever act"on is ric.,omm to avoid same. YOURNAME• Caroline Toscano (Last name,first name,.rpiddle initial,unless you are applying id the name of someone else or other entity,such as a company_If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee -X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other,name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interes(I means a business, incidding a partnership.,in which the,town officer or employee has evert a pardal,ownet�tip of(ofemployment by)a corporation 'in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe4he relationship between yourself(the applicantlagetittrepresentative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all'that apply): A)the owner of greater than S6/e of the shares of the corporate stock of the applicant (when the applicant is a corporation), B)the legal or)Beneficial owner of any interest in a.non-corporate entity(when the applicant is not a corporation), ')an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day of QC�®►✓�r 20 J S ignature Print Name Caroline Toscano Form TS I I Board of Trustees Application AFFIDAVIT Caroline Toscano BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S)OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. SS gnature of Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS 2 DAY OF 207—Q Notublic Ju a M. Blake Notary Public State of New York Reg#01 BL6025843 Qualified in Queens Count► Expires on 06101/ fyz_?:' APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the pW of-town officers and emWnyeos-The prom of this form is to provide information which can alert the-town of possible conflicts ofinterest and allow it to fake whatever action is necessary to avoid same. YOUR NAME: ToSCano, Caroline (Last name,first name,1piddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee �— Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest"Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicantlagrnt/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONS141P - Property owner- 2o-Z Submitted this day of Signature a r,. j Print Name ,6L_ Form TS 1 Glenn Goldsmith,Presidento�Q COG Town Hall Annex Michael J.Domino �� y� 54375 Route 25 John M.Bredemeyer III P.O.Box 1179 A.Nicholas Krupski v- ^' Southold,NY 11971 Greg Williams Oy pl�;' Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 1, 2020 Edward Koenig, Architect Carmelhill Architects 415 Lake Avenue South Nesconset, NY 11767-1848 Re: Board of Trustees Application of Caroline Toscano 610 Jacksons Landing, Mattituck SCTM# 1000-113-4-8 To Whom It May Concern: You are receiving this letter as notice that, in accordance with the Governor's Executive Order 202.1, this application is now scheduled to be heard by the Southold Town Board of Trustees, via videoconferencing on Wednesday, December 16, 2020 beginning at 5:30 P.M. Please continue to check the Town's website as the meeting date approaches for the latest meeting agenda and videoconferencing information. Also enclosed is an informational notice regarding the videoconferencing meeting and how to access the online meeting. Please mail a copy of the informational notice along with all other required paperwork to each of the adjacent property owners. Please keep a copy of said informational notice for your records so that you can access the meeting in order to have a conversation with the Board during your application review. ery Truly Yours, Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President O��SUFF01 COG Town Hall Annex Michael J.Domino 54375 Route 25 John M. Bredemeyer III ti z P.O.Box 1179 A.Nicholas Krupski Southold,NY 11971 Greg Williams ?' p! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS WEDNESEDAY, DECEMBER 16, 2020 5:00PM & 5:30PM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF.. TRUSTEES will be held on Wednesday, December 16, 2020 with the Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. Pursuant to Executive Order 202.1 of New York Governor Andrew Cuomo in-person access by the public will not be permitted. Town residents are invited to attend the public meetings virtually via the Zoom online platform. Written-comments may also be submitted via email to the Trustees Clerks at elizabethc@southoldtownny.gov and diane.disalvo@town.southold.ny.us. Said comments will be considered at the public hearing provided that they are submitted no later than 12:00 P.M. (Prevailing Time) on the day of the public hearing. The public will have access to view and listen to the meeting as it is happening via Zoom. If you do not have access to a computer or smartphone, there is an option to listen in via tele0hone. Further details about how to tune in to the meeting are on the Town's website at https://www.southoldtownny.gov/calendar or call the Board of Trustees office at (631)765-1892 Monday through Friday between the hours of 8:OOAM —4:OOPM. Options for public attendance: • Online at the.website zoom.us, click on "join a meeting" and enter the information below. Zoom Meeting ID: 922 8909 5446 Password: 020187 • Telephone: Call 1(646) 558-8656 Enter Meeting ID and Password when prompted (same as above). In order to "request to speak"when the application you are interested in has begun, please press *9 on your phone and wait for someone to acknowledgezyour request: When prompted to unmute your phone press *6. To view the application files please visit: https://www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from the right"Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees"folder; click on-Applications"; click on "Pending"; all files are listed by name in alphabetical"der. Click on the name of the application to view the file. i , I Glenn Goldsmith,President o�QS�FFU(,�-COG Town Hall Annex Michael J.Domino V-1 54375 Route 25 John M.Bredemeyer III H z P.O.Box 1179 A.Nicholas Krupski 0 Southold,NY 11971 Greg Williams y Q! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BE ADVISED — AS PER CHAPTER 55 NOTICE OF PUBLIC HEARINGS Failure to submit the following originals to this office no later than the day prior to the scheduled Public Hearing for your application will result in a postponement of said application: • All original white & green certified return receipt mail receipts stamped by U.S.P.S. • Completed original Proof of Mailing Form Failure to submit the following originals to this office no later than 12:OOPM the day of the scheduled Public Hearing for your application will result in a postponement of said application: • Original Affidavit of Posting form — DO NOT COMPLETE SAID FORM UNTIL THE GREEN SIGN HAS BEEN IN PLACE ON THE PROPERTY FOR AT LEAST SEVEN (7) DAYS. All green signature cards related to said application that were returned to your office should be either dropped off in our "Trustee drop box" or mailed into our office whenever they are received. These cards are not required prior to the Public Hearing, unless specifically requested for by this office. This specific requirement is subject to change. i 1 PROOF OF MAILING OF NOTICE ATTACK CERTIFIED MAIL RECEIPTS Name: �`i;,ra„•j-.- rte..''.=• `_ - r`tr..._Wit._' 1 t-" •5... =Sy :a:���7s.n:i:--,'jYri cs:y;a^-,{'" '�sK,°.�,':{ 1,_ r,.rv.,'t<,•/''����i<=�`,-.',�/F`i�?'i/d'.:..•"nom+ `J, �` �:. ..;;.:=-'.y.4�cp?�.���:� i . y� it au�i l EW''OR COUNTY°F?F:si residing at being duly sworn,.deposes and says,that,on the day of :; 20____,, deponent-mailed a true copy of the Notice set forth in"AheBo'Ard of Trustees Application, directed to each.of.the above named persons at the addresses set opposite.there respective naives;-•that the addresses set opposite,the names of said persons are the address•of said persons as shown on the current assessment.roll of the Town of Southold;that said Notices were mailed at the United States Post Office at - ,that said Notices were mailed to each of said persons by ; CERTIFIED MAIL/RETURN RECEIPT. Sworn to before me this Day of , 20 Notary Public Glenn Goldsmith,Presidentli Town Hall Annex Michael J.Domino �� y� 54375 Route 25 John M.Bredemeyer III y ' P.O.Box 1179 A.Nicholas Krupski • Southold,NY 11971 Greg Williams Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD ---------------------------------------------------------------- In the Matter of the Application of CAROLINE TOSCANO COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL AFTER POSTING REMAINS IN PLACE FOR AT LEAST SEVEN DAYS PRIOR TO THE PUBLIC HEARING DATE I, Edward Koenig ,residing at/dba Caremlhill Architects 415 Lake Avenue South, Nesconset, NY 11767 being duly sworn,depose and say: That on the 7th day of December ,2020 ,I personally posted the property known as 610 Jackson Landing, Mattituck, NY 11952 SCTM# 1000 - 113 -4 - 8 by placing the Board of Trustees official noticing poster where it can easily be seen from the street,and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,December 16,2020. Dated: 04111;L0 r (signature) Sworn to before me this ftf day of 06C-20a-LD Attok &/'� Notary Public LUCIA RItinEZZa Notary Public,State of New York No.01Rf6146951 Qualified in Suffolk COunty Commission Expires.5130120A Glenn Goldsmith, President Town Hall Annex Michael J. Domino �� y.�� 54375 Route 25 j John M.Bredemeyer III w x P.O.Box 1179 A.Nicholas Krupski wG • Southold,NY 11971 f ' Greg Williams A p!-Y{)'� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD In the Matter of the Application of CAROLINE TOSCANO COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL AFTER POSTING REMAINS IN PLACE FOR A T LEAST SEVEN DA YS PRIOR TO THE PUBLIC HEARING DATE I, Edward Koenig ,residing at/dba Caremlhill Architects 415 Lake Avenue South, Nesconset, NY 11767 being duly sworn, depose and say: That on the day of , 20 , I personally posted the property known as 610 Jackson Landing, Mattituck-, NY 11952 SCTM# 1000 - 113 - 4 - 8 by placing the Board-of Trustees.official,noticing poster-where it can.easily-be seen from the street, and that I have checked to`be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,December 16,2020. Dated: (signature) Sworn to before me this Iq day of P4 Notary Public Notary P!jhR!c State of New York No o!Rfra1,6951, Quaaiifie�m R lito�k Coun?y �} '1/301202L � � +, �� ,• it �,�; ,i1 3 5 _ . e Y Z w� NOTICE OF -HEARING NOTICE IS HEREBY GIVEN that a Public Hearing concerning this property will be held by the Southold Town Board of Trustees via the online Zoom platform. OWNER(S) OF RECORD: CAROLINE TOSCANO SUBJECT OF PUBLIC HEARING: For a Wetland Permit to construct a new 3,242sq.ft.two-story, single-family dwelling with attached two car garage;a 74sq.ft.front roof over entry;and 325sq.ft.two rear decks. Located:610 Jacksons Landing,Mattituck. SCTM#1000-113-4-8 TIME &DATE OF PUBLIC HEARING: • Wednesday, December 16, 2020—at or about 5:30P.M.—To access the Zoom meeting please see the meeting agenda located in the Trustees section of the Town website. If you have an interest in this project,you are invited to view the Town file(s)through the Southold Town website. To view the application files please visit:https://www.southoldtownny.gov At the bottom of the picture on the main screen A click on the second button from the right"Town Records,Weblink/Laserfiche";go to bottom of page and click on"pg.2";click on"Trustees"folder;click on"Applications";click on"Pending";all files are listed by name in alphabetical order. Click on the name of the application to view the file. BOARD OF TRUSTEES*TOWN OF SOUTHOLD* (631) 765-1892 I' Fw ( - I . 7R-ecejved 0 • 0 � 0 ■ Complete Items 1,2,and 3. ❑Agent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. ■ Attach this card to the back of the mailplece, B. nnfed Name) C. Date of Delivery or oft the front if space permits. 1 Article Addressed to: D. Is delivery address different from item 1? ❑Yes — -- " If YES,enter delivery address below: ❑No I Jahn, Budis I 60 Harrow Lane Manhasset NY 11030 II I III II IIII Ili I it II IIII III III II I II I IIII III 3. Service Type" ❑PriorityMail Expresso ❑Regist ❑Adult Signature Registered MailTM ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted 9590 9402 3700 7335 3321 36 Certified MailO Delivery Certified Mad Restricted Delivery ipReturn Receipt for ❑Collect on Delivery Merchandise ❑Collect on Delivery Restricted Delivery El Signature Confirmation''" 2, Artirlp Ni imhpr!Transfer frnm sprvire lahe/l__— __ _ ❑Signature Confirmation 7 017 0660 0000 5728 ,2751 Restricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Ppceipt i ■ Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse ` ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailplece, B. eceived by(Printe((d�-Name) C. D e o7 elivery or on the front if space permits. T �'l+noL 1. Artir'- -- `- D. Is delivery address different from Item 1 ❑ es If YES,enter delivery address below: ❑No Allen&Lynda, Dobrin 700 Jackson. Landing Mattltuck, NY 11952 II I IIIIII IIII III I II II IIII III III I it I li III IIII 3. Service Type ❑Priority Mad Express® ❑Adult Signature ❑Registered MailTM Adult Signature Restricted Delivery ❑Registered Mad Restricted 9590 9402 3700 7335 3321 43 Certified MailB Delivery Certified Mail Restricted Delivery Return Receipt for ❑Collect on Delivery Merchandise 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery L1 Signature ConfirmationTm ❑Signature Confirmation 7 017 0 6 6 0 0000 5728 2744 stricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt __ � L 't`> --- ,t � 4�."r1';,,,.h•���k 'b �?•`_ .r, ,.`r.:JU±�F�"� ()_ ° .r. , '^'r,��i %,-r'„ L�{ i I, � �K® � '�,: t,,,, .: v° - �ifffii o •';,gip`fir:. ° '�'�� ,st• .�; _ ru ° ° �.° Hatt tui:°s AiY 1 952'€ ° i.....,.,,° , �..... c rF+,° P II ° 1 l! L zli"" °Iiattr'tuck s lil 1 �2 i-" : I I rl l Certified Mad Fee 55 0767 rU Cerflfied Mad Fee ee Iti ' '°`�`` r N $3. f 87 Ln $ 5 $ e E tra Services&Fees(check box,add ree s�pp ate) �C Extra Services&Fees(check box,add fee p da�� O -' O ❑Return Receipt(hardcopy) $ - 1 1 1 v j 0 ❑Return Receipt(hardcopy) $ r CS:b r ❑Return Receipt(electronic) $ _ 'j", art F1 Return Receipt(electronic) $ - __�� •-1V�5 C�rtlfled Mall Restricted Delivery $ d C3 ❑ N Here FI Certified Mail Restricted Delivery $ Here V 0 ❑Adult Signature Required $ 3 ❑Adult Signature Required $ 11 11111 t ❑Adult Signature Restricted Delivery$ Adult Signature Restricted Delivery$ 1 (� •/J E3 Postag a Q)) Postage ❑ $1.60 \i 0 $ \ no $1.80 ,� ir try � $ ' Total Postage and Fees ial i `` 1 Total Postage and Fer d i ArC3 $,111,E 9 L $x;110 $ $ , N Sent To r`- Sent To Allen &Lynda, Dobrin I r� ------------------------------- r-R -------- Street and Apr No,orPOBoxI 700 Jackson Landing C3St�eef ihEwt No.;o Mike& Katherine, Perlvolaris PO Box 800 pJlattituck, NY 11952 ary,scare,ziP+a ,fir criy`sreie,ZIP+4� Mattituck, NY 11952 �I -°rill :o e •.��• e=e e a e•e� CO r=I ©°' N Ma h't�tsset F--NI 14,03 ! t� ;j (� C� °I R Via fr l? d r Yd 1 ,ia1l ? L l CO lel \.� r� L 1. �) a I rU Certifled Mall Fee rU Certified Mad Fee c c J r4 V $3°cc r`- `$ .55 0787 I � $ � ' ' 0767 Ln $ 6' /�`�� der Extra Services&Fees(check box,add fee q 5 Extra Services&Fees(check box,add/ee es fop Sate) `�1 I ❑Return Receipt(hardcopy) $ data6+`r,-j c 0 7 r ❑Return Receipt(hardcopy) $ INC I I i - I E3 $- $0 n�11_I t/ !7 ❑Return Receipt(electronic) $ -f �./'• o k ® ❑Retum Receipt(electronic) $ so a �r I OO ❑Certified Mall Restricted Delivery $ 0 ❑Certified Mall Restricted Delivery $ ,T,;r,c R Here N I C3 ❑Adult Signature Required $ �� He Q E]Adult Signature Required $ et° 1.Ti I E]Adult Signature Restricted Delivery$ ►1,1 II G []Adult Signature Restricted Delivery$ e Postage Postage $1.60 P 1�2, -0 $ $1.60 $ Total Postage and Fees Total Postage and Fes \ �'-!•! 7ry•1� i � v f, C3 W.00 IS $8.00 $ Sent To r- Sent To ' ------ 0 Street and Apt 1do.;o�PO Yorge&Nicole, Nieves John, Budis 1 Sf�eei and Apt IVo.;or�O BoH N 60 Harrow Lane 131 Linda Avenue crry"sraie,ZiP+dam Manhasset, NY 11030 crry,'srare;ZlP+4b Riverhead, NY 11901 I�.L� :ao �.�milQ• ,oe rer r,r - - — _ �� :ee •t,� i — _ __ _ _ - o i • Tg • • • • • ■ Complete Items 1,2,and 3. A. s ature • Print your name and address on the reverse ❑Agent so that we can return the card to you. El Addressee ■ Attach this card to the back of the mallplec B. eceived by(Pnnted N(me) ( C. Date of Delivery or on the front if space permits. ;�, a' , �/� r) 1. Article Addressed to: d A" „fs",delivery address different from Item 1? ❑Yes ter delivery address below: ❑No Mike& Katherine, Pe;ivolarfs Kt PO Pox 800 1 P'} Mattituck, NY 11952 II I IIIIII III III I II I II I I III III I II I I I III II III � Priority Mail rittSg ❑Adult Signature Restricted Delivery ❑Registered Ml Restricted, 9590 9402 3700 7335 3321 29 ❑Certified Mail® livery Certified Mail Restricted Delivery �seturn Receipt for i ❑Collect on Delivery Merchandise 2• Arfirlo Mi rmhor?rnrri frnm connao rar,orl_ -_ _. ❑Qollec_t_on Delivery Restricted Delivery ❑Signature ConfirmationrM ❑Signature Confirmation 7 017 0660 2202 5728 2737 Restricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt I PROOF OF MAILING OF NOTICE ATTACK CERTIFIED MAIL RECEIPTS Name: Address: Mike & Katherine Perivolaris, PO Box 800, Mattituck, NY 11952 Allen & Lynda Dobrin, 700 Jackson Landing, Mattituck, NY 11952 John Budis, 60 Harrow Lane, Manhasset, NY 11030 Yorge & Nicole Nieves, 131 Linda Avenue, Riverhead, NY 11901 STATE OF NEW YORK -COUNTY OF`SVFFOLK- Edward`Koenig - R.A. ,r&.YdkW maintains an office at 415 Lake Avenue South Nesconset, NY 11767 ,being duly sworn,deposes and says that on the 4th day of December ,2020 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application,directed to each of the above named persons at the addresses set opposite there respective names;that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold;that said Notices were mailed at the United States Post Office at Nesconset, NY 11767 ,that said Notices were mailed to each of said persons by CERTHUD BLAWRETURN RECEIPT. Sworn to before me this 44"x' Day of 0eC&ryX6f1✓ , 20-1z Jere M.Siegel Notary Public,State of New York Notary Public No.01SI6256871 Qualified in Suffolk County Commission Expires March 5,20",L`( NOTICE F HEARING NOTICE IS HEREBY GIVEN that a Public Hearing concerning this property will be held by the Southold Town Board of Trustees via the online Zoom platform. OWNERS) OF RECORD: CAROLINE TOSCANO SUBJECT OF PUBLIC HEARING: For a Wetland Permit to construct anew 3,242sq.ft. two-story, single-family dwelling with attached two car garage; a 74sq.ft. front roof over entry; and 325sq.ft. two rear decks. Located: 610 Jacksons Landing, Mattituck. SCTM# 1000-113-4-8 TIME & DATE OF PUBLIC HEARING: Wednesday, December 16, 2020 — at or about 5:30P.M. — To access the Zoom meeting please see the meeting agenda located in the Trustees section of the Town website. If you have an interest in this project, you are invited to view the Town file(s) through the Southold Town website. To view the application files please visit: https://www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from,the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"J click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town), 3. If any question in Section,C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 113 - 4 8 PROJECT NAME Toscano Residence The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. 0 Board of Trustees 0 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital ❑l construction,planning activity, agency regulation,land transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: 0 Nature and extent of action: Town building permit Location of action: 610 Jacksons Landing, Mattituck, NY 11952 Site acreage: south side of Jacksons Landing, 550.86 feet east of Mill Road Present land use: vacant Present zoning classification: R-40, residential low density AA 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Caroline Toscano (b) Mailing address: 31 Edgewood Drive New Hyde Park, NY 11040 (c) Telephone number: Area Code( ) 516-582-1705 (d) Application number,if any: /U 1A Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No 0 If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. Yes ❑ No [X—] Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No 0 Not Applicable 1� I i' Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No Q Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria © Yes 1:1 No E] Not Applicable All the erosion control measures proposed on the site including but not limited to silt fencing, staked hay bales, gradual regrading, seeded/grassed areas, and maintained wooded areas and wetland areas, are measures to protect the shoreline from upland erosion. These measures will also prevent sediment contamination of Mattituck Creek. There are no proposed hardened shoreline installations, no bulkheads, and no land disturbance of the shoreline areas. The property and shoreline are generally not considered to be erosion prone areas, neither from tidal action or wave action. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria 0 Yes El No E]Not Applicable The property has received a prior health approval for a suitable septic system design from the Suffolk County Department of Health Services to treat and disperse all naturally produced human waste in an environmentally a y sensitive manner but has expired. A new design and application has been submitted and awaiting approva to protect the quality of local water resources and prevent run off or contamination of the local water supply. I he property will not further tax the existing Southold well water supply Te-cause'll will receive water Trorn the u o County Wafer Authority. There is a prior NY8 DEG approval u again, a new application has been submitted an is expected o be approved. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. 7 ❑ ❑ it ti Yes No Not Applicable Y Construction and development on the proposed site is limited to the northern half of the property, as dictated by ,the Suffolk County Department of Health Waste Water management Department and also by the NYS DEC No land clearing is to be allowed on the southern portion of the property. The existing wetlands areas bordering Mattituck Creek will be maintained. The existing wooded areas bordering the creek will be maintained for ecological reasons, but also as a natural privacy buffer. A comprehensive silt fence and staked hay bale system will be continuously maintained to ensure no erosion or sediment makes it's way into the wetlands ort the cree . Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes [:]No0 Not Applicable Attach additional sheets if necessary r. Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ YeZ] No 0 Not Applicable Attach additional sheets if necessary l` WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development -of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No Q Not Applicable PREPARED BY Edward Koenig TITLE architect DATE 7-3-20 Carmelhill Architects Edward Koenig — R.A., A.I.A., N.C.A.R.B. Licensed in New York, New Jersey, Connecticut, and Florida 415 Lake Avenue South Nesconset, NY 11767-1848 Phone 631-277-3337 Email: CARMELHILL16PGMAIL.COM _ Webpage: www.CARMELHILL.com Town of Southold Board of Trustees CARIVIELHILL ARCHITECTS Attn: Diane 54375 Main Road PO Box 1179 Southold, NY 11971 October 5, 2020 Re: Caroline Toscano Residence OCT 7 2020 610 Jackson's Landing _ _! Mattituck, NY f SCTM#1000-113-4-8 Dear Diane, As per my phone conversation this morning, please find enclosed the Board of Trustees application for the above referenced project. Enclosed please find four duplicate sets of: 1. Construction drawings 2. Survey 3. Arial photos 4. Street view photos 5. Proposed renderings 6. Trustees application 7. Check for $200 or$500, please verify Please contact my office if you require anything additional. Sincerely, Edward Koenig — R.A., A.I.A. Carmelhill Architects