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TR-10861
��- Glenn Goldsmith,PresidentCOGy� Town Hall Annex A.Nicholas Krupski,Vice President < 54375 Route 25 o Eric Sepenoski ,x P.O.Box 1179 Liz Gillooly �y • o�� Southold,NY 11971 Elizabeth Peeples �Cl �a. Telephone(631)765-1892 Fax(631)765-664.1 Southold Town Board of Trustees Field Inspection Report Date/Time: i(W-7 Lks Completed infield by: Patricia Moore, Esq on behalf of KEVIN KEYSER requests a Wetland Permit to raise the existing 41.2'x38.9' two-story dwelling and raise the foundation in-place and 4' higher than existing for FEMA compliance; construct alterations on the existing dwelling; construct a 19.5'x12' front porch; a 246sgA. north covered porch, a 230sq.ft. east deck with steps to grade, extend second floor with 13.5'x8' and 13.1'x9.1' additions, and a 55sq.ft. balcony; install a 2,130sq.ft. patio raised 4' above grade with railings, a 92sq.ft. paved ramp and planters along west side of raised patio; patio to have a 9'x54' swimming pool; existing 18.4'x20.4' garage to be repositioned and raised on a new 4' high foundation to-be flush with proposed raised patio and converted into a pool house with Y2 bathroom, outdoor shower and storage; abandon existing sanitary system and replace with a new I/A OWTS sanitary system; and to re-landscape the property using native vegetation. Located: 1356 Grand Avenue, Mattituck. SCTM# 1000-107-3-11.6 Typ 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.: 16' VeaoAa�al c\,mn- knx-V L�Ve'c'. y-OTn Via- 0� %✓&_k)Grjs_ r Tool; ; ego1 eXc�aS rr� �� 2 os 1,�s5 Present Were: '� G.YL. Idsmith N. KrPski ✓ E. Sepenoski Gillooly ✓ E. Peeples PG2-2 EL:6.0' LOT AREA- TAX LOT 11.6:49,746 SQ,FT. = 1.142 ACRES CERTIFIED TO:KEVIN X. KEYSER SILTY SAND WETLAND AREA:4,022 SQ.FT. S URVE y O FIDELITY NATIONAL TITLE INSURANCE CO. / W/GRAVEL TOWN OF SOUTHOLD BUILDABLE AREA:45,724 SQ.FT. DESCRIBED PROPERTY JPMORGAN CHASE BANK, N.A. (SAI) 1 1 LOT AREA- TAX LOT 11,7:40,153 SQ,FT. =0.922 ACRE SIT A TE AT RLY OF / MIXED SAND WETLAND AREA: 13,104 SQ.FT. OR FOR ME OP / TOWN OF SOUTHOLD BUILDABLE AREA:27,049 SQ.FT M TTI TUCK JOB NO.:2021-122 LAND NOVVRLY S' pROK ---` W/GSpVEL TOWN OF SOUTHOLD MAP NO.: SUFFOLK COUNTY, NEW YORK FILED: Ort NZ KIMgE - ) -3.5'EL:2.5'H.E.G.W. TOTAL LOT AREA:89,899 SQ.FT. =2,064 ACRES S.C.T.M. DIST. 1000 SEC.: 107 BLK.:03 LOT 11,6& 11,7 REVISIONS: ���c yY y0 WATER IN TOTAL WETLAND AREA: 17,126 SQ,FT ADD CER TS 412021 _ TOTAL TOWN OF SOUTHOLD BUILDABLEAREA: 72,773 SQ.FT, SHOWPREVIOUSTAXLOTDIVISION W' z `47' MIXED SAND ADD"CEDAR LANE"4/12021 68 z120 E / W/GRAVEL 10 5 0 10 20 30 40 50 60 70 80 g0 LOCATE WETLANDS 6/26,21 SCALE: 1"=20' DATE:MARCH 23 2021 ADD FLOOD ZONE DATA,TOPOGRAPHY, A (Sp) ELEVATIONS HEREON REFER TO NA VD 1988 PROPOSE POOL&CROSS SECTION. o �— \ -11.0' HOLE 21 _ '— TEST E 12/11 N 79"45'45"E 150.68' / C 0 M� V J f - o.85' REV.POOL TO MEET 75'WET SIB 1/622 \ CURRENT ZONING R-40 PLOT SETBACKS ON VACANT PARCEL 12/522 �V -' I / \ Nam\ \ PLOT SETBACKS ON IMPROVED PARCEL 6/1423 __ _______ HOLE BY g ^� ; a`\ SHAWN M. BARRON M.S. ADD ADDPL S/Y OFFSETS FOR EX DWELLING 10/1723 - - GRO ENCOUNTERED 3 5 EXISTING LOT COVERAGE 21 SQ T 4 0/ 44 SQ T. =20% ADDITIONS _____ __________ PLOTPROPOSED AD / / \\ N� \ IMP-021 ALLOWABLE LOT COVERAGE(TXL 11.6 BUILD AREA):9 1 F ° &SITE PLAN O \` ______________ _____ STONEDRIVEWAY �lpy i ' ' t46.1�� 5,00' // \\Fa \ �� UNDWATERENC ' : 18 F . = DO REV.PROP DWELL,ADD LOTCOVCALCSS/824 •Ors G 0124 ---- rr LANE'-RIGHT-OF- E / \cFO� \ ` REVISE SLOC.UIG ITE PLAN 82024 �� V� -------"------- \ CEDAR LANE BELOW SURFACE GRADE PORTION TO BE REM V _ �11AKE'SE °5 ,40 / / \c�� \ ADE OVER: 16O SQ.FT CORRECT PATIO OFFSET TO WETLANDS 9/1924L.ANOPROPOSED LO T 11 1/ OR SCDHS N011981 T COVERAGE 95 SQ --- T / / \�" \ TAX MAP RMAP I EVIEW PARCELSNING 0/1524 F -----"- ---�p---------------------------------------- -----"------__'_- ` \ \ \ :5,0 .F - 00 REVISE i \ \ \ REV.SITEPLAN 52825 NYT 1 OVERHEAD WIRES NYT 10-2 / ADD EX.GARAGE TO REMAIN& JEFFREY W. HADERER L.S. �- V v v v V V v / RELOCATED61925 NYS LIC. NO.:050538 FLOOD ZONE BOUNDARIES HEREON AS DEPICTED AND r LINE OFPANTEDARBORVITAE .• / \ SCALED FROM THEF.E.M.A. FLOODiNSURANCERATEMAP \ N 77°46'QO"E coNc.MON. /,,- 41,10' /� ~J, \ _ / \\ \ ` MAP NO.:36103CO143-SEPTEMBER 25, 2009 33.33' ALL PROPERTIES WITHIN 150'OF SUBJECT BOUNDARY ARE IMPROVED AND SERVICED BY PUBLIC WATER UNLESS NOTED AS VACANT Z EXISTING DWELLING TO REMAIN TWINFOWKS / / Illllllllllilllllllll N&ELEVATED LAND SURVEYING SEE PROPOSED PLAN FOR PROPOSED ADDITIONS succEssoR To y;�NDs oNsuRvErlivc,MaR TIN n.HA ND L.&PROPOSED ELEVATION SUCCESSOR W.MONTAUKHIGH/^o / EMAlN50 °AON � � � � II � � � III � � � � � � � � � � WAY, UNITE3 \ \ \ HAMPTON BAYS NEW YORK 1.1946 (V)631-369-8312- (F) 631-369-8313 email:twinforkslandsurvey@yahoo.com COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING THE CONSIDERED T O BE SURVEYORS VAD COPY AND SHALL OT BE USED FOR ANY PURPOSE. EASEMENTANCVORSHASURFACE STRUCTURES RECORDESOR UNRECORDED ARE NOT GUARANTEED r'�' S.C.TM. 100-107-3-12 �zG // � // // � _ —' � \ \\ \ Zpr/- UNLESS PHYSICALLY EVIDENT AT THE O / / I' \ \ (/O` TIME OF SURVEY ir.O THE%MFSET(ORDIMENSIONSIIIOh Y Y HEREON FR°M THESTRUCTURES 10 THE ARE NOT IN TEN DED TO GUIDETHE E AND SE A ERECTION OFFENCES,RETAINING V O Y / / / \ PN'UARPOS�LS,UPATI05,PLANTING PROPERTY LINES ARE FOR A SPECIFIC cn <� i // / / ��\ / \ \ \\ y �'��,� TOWN OF SOUTHOLD DEFINITIONS All ANYCOLS,CONSTRUCTION ,�('�• AREAS,ApDIiIONS TO E ELINGS //' \\ \ \\\ C�92� <� BUILDABLE AREA UNAUTHORIZED ALTERATION OR ADDITION TO TH15SURVEYIS AVIOLATIONOF SECTION 7OG I OF THE NEW YORK STATE y m // ` \2�\ \ O The area of a lot remaining after the minimum yard and open space requirements of this chapter have been met. EDUCATIONLAW THE LAND SURVEYORS INKED SEAL OR T� 1 / \t5'�,\ '`' COPIESOFTHIS SURVEY MAP NOT NEARING /V {- / 1// % 'SO \ .LAN SEAL SHALL NOT BE CONSIDERED Cn / / oOo/ -A \!L\\ \ BUILDABLE LAND TO BE A VALID TITLE COPY CERTIFICATIONS INDICATED HERON SHALL RUN -+-n / `//° \. The area of a lot or parcel not including the square footage of tidal and freshwater wetlands land seaward of the °N"T°THEPERON's"°RWH°MTHE50R" T �" / / ���\ ' jj' �+ secondary (� Y'In� (� TIIS LE C OMPA°NY,GOVERNMENTAL AGENCY AND // \ &" p \ coastal erosion hazard area line,beaches, bluffs,primary dune) secondary dunes or underwater lands. H)FHEGINSTIEET O LISTED HEREON,AND 1 1 TO THE ASSIGNEES OF THE LENDING N,AN II II II 11 II II ll II TUTION.GERTIFIGATIONS ARE NOT TRANSFERABLE / / / �\ G \ \ The terms wetlands, beaches, bluffs, and underwater lands shall have the meanings set forth in Chapter 275, TOIDDI IONALINSTITUTIONSORSUBSE°DENT vc) '° Wetlands and Shoreline, of the Town Code. The terms "coastal erosion hazard area line,""'primary dunes"and"secondary dunes" 1 shall have the meanings set forth in Chapter 111, Coastal Erosion Hazard Areas, of the Town Code. Z 1 / 1 // BUILDING AREA �l w / / // / %% // J7 \\ The aggregate of the maximum horizontal cross section of the buildings on a lot, measured between the exterior faces of walls. ��05���.eG (1) The term 'building area"shall include the following: JUL L 2 4 2025 N 77°29'00"E 110.00' // / �oQ��S�,a��� // / y \ �9 \ (a)Balconies. P ��� / 2 \\ \ (b) Terraces,patios, decks and other structures above the finished grade. flD '0 5 / (c)Swimming pools, tennis courts and other similar structures. Southold Town / / / / \\ Board of Trustees i> /° 5��/ // / (2) The term "building area"shall exclude the following: v� / / / \ \\ (a) Cornices, eaves, gutters, chimneys and fireplaces,projecting not more than 28 inches from exterior walls, (b) Steps and open porches,projecting not more than five feet from exterior walls and having an area of not �„ / / // A / % / \ more than 30 square feet. All \ \ \ (c)First-story bay windows projecting not more than three feet from exterior walls and exterior cellar doors projecting \ \ \ not more than six feet from exterior walls. cs LOTAREA m S.C.T.M. 100-107-3-13 ,T i / l °,m wa, The area of a lot taken at its perimeter, exclusive of any portion within a public or private street right-of-way.1 \ - / i \ p p 0 o 16. LOT COVERAGE That percentage of the buildable land existing on a lot which is covered by the building area. N 1ry x� T � I G I \\ STRUCTURE An assembly of materials forming a construction framed of component structural parts for occupancy or use including I (MD, w Zm ti �o \ Y g p Y g buildings, "�e $ 1 1 antenna support structures, and small wind-energy systems. J \ \ SWIMMING POOL N 77°29'00"E 11 D.00' ln N� 7.15 ` �� ! I \ \ 117.1 5 3' �N '6.3' �N $� 3g,2 80 11 \ �\ \\ A structure containing an artificial body of water which is greater than six feet long or wide and greater than / i g ` \ �\ \ \ 18 inches in depth at any point. Natural or man-made ponds all banks of which have a slope of less than 45° z I 11 92 II6 Nam\ \ \ shall not be included in this definition. of / / r \ 0 / I pR RpMPg2SE / b 75' \ S.C.T.M. 100-107-3-14 I � �/ �' ( P�`P�S`oF�; ` � •/ PROPOSED POOL CRO SS SECTION 2k".SP�OSES� 2 Cn PROPOSED GR DE / O ------------------------------------------------------------------------ \ I I / PROPOSED 9'X 54' / ho �9''� ''' `,'1 i l g0 I / Z ��'�� A \ t;l;;, ,' I I _ SWIMMING POOL Ld / 1 1 'Y f ' Itp"., I n -- ' 0 363 I / / 8 (VERIFY WIDTH WITH ARCHITECT/POOL CONTRACTOR) 2 01 Nd yi �;,;,;, � ,N,11 4p, / 1/ / / 1�° ,�1°�' GROUNDWATER EL:2.5' E^1 0 I /� i 1 / / / N PN�NO(`�E M' �, ��O 1\;;;;I i V;1 i;,; ; ,x.i�. ''1 // ,,� / cp Ja 1V K�.1 � oU, / } 1,1,,,111' 1�y�{n�fv � � / / 'S In cZ mvm / +r4'+L'r' N 85°3010011 DWELLING FF. EL.: 10.0' '' s� °ti° FRAME BARN FF EL.: 7.5' N 24°30'0011 W v KESET II y NIS /� CONCRETE COLLAR WATER TIGHT FRAME & COVER ' giAK£SET 1. 6 6 / °�J��`L°�"/ O W/ APPROVED LOCKING DEVICE D-BOX 2 00 - 4 ' Qo�oo�e °05� m a 6000' , STPKESET / / �D ' 6g3 \ / , �� /// ��PS STOPPER END PLUG & SECONDARY SAFETY LIDS CONCRETE COVERS BELOW GRADE 8 5 DWELLING LE. EL. 8.5' BARN I.E. 7.0 ■ j — _ = — I_I —_ ' FINISHED GRADE EL 8 5' .CATER - o — —IIIII=I iTi ii i= PKE SE P3 � TE / , Ii IIIII- - !TRAFFIC BEARING -IIIII-IIIII- N GP I I - . �/ / // 4„ 8 min. 2' MAX niInll SLABS SDR PI PE Z STONEDRIVEWA% �,� / T PENCE0.3'S \ / 1 // // /.' V CLEAN CUT 1.E. I.E. I.E., i. Z - 6.5 j 6.4 6.2 6.1 .; l . 1 ' 7 / / /... 1/4„ PER FOOT MIN. PITCH I.E. :`.1 :1 :':.::::•:. :::.;<.:.>:.:.:.;: , ' , G2o ao f l \ 7 / / , MIN. 4" DIA. SANITARY PIPE FLOW 2 -0 �\ EA�E 10�' �y �� 0 0- I / 7, \� > / / �� // SDR 35 LINE 6_� ::.. .`!€:.`'; .. . . O / 1 1 'r9�1/ // \�o' /j O (INVERT FOR 1/8" PER FOOT MIN. 97�O�z ���, �� 1 y / / `� / BARN 6.5 ) 8 EL PVC WASTE LINE ==1LI- 3 _0 [ J DEEP LEACHING GALLEYS SETrri S56 Y \ �, O %�� o /� I7 / // 30 / / q p' SDR 35 '=IIIII [,3] 2' DEEP EXPANSION GALLEYS - S,PKE g STQNRY � '� 2��� O-\ /o, / o�t\ o NE°SE MB D1 NG -r 0 // / PRCPO D --- -� / HEGW - EL. 2.5' C �o� ���� 7i ,S3 / ./ HYDRO-AC110N - _ m =IIIII=nisi_ —IIIII—u —inn IIIII=IIIII=" HIGHEST EXPECTED u-11111=IIIII-1i�ii—I11 1=1 I ;: - - I-11I I-IIIII=11II-11II I=III =11I I11 1 Il 1--IIIII=11 GROUNDWATER \m OF O o2 // // /. BACKFILL MATERIAL TO BE CLEAN SAND & GRAVEL FORMERLY �` NO�OR`9LEIS ,/ // HYDRO —ACTION AN - 400 DETAIL GALLEY DETAIL NOTE : NO CUT OR FILL REQUIRED LPNp SANITARY SEPTIC SYSTEM PROFILE N . T . S . PG 1-2 EL:6.0' LOT AREA- TAX LOT 11,6:49,746 SQ.FT. = 1.142 ACRES SURVEY OF CERTIFIED TO:KEVINX. KEYSER SILTY SAND WETLAND AREA:4,022 SQ,FT. FIDELITY NATIONAL TITLE INSURANCE CO. W/GRAVEL TOWN OF SOUTHOLD BUILDABLE AREA:45,724 SQ.FT. DESCRIBED PROPERTY JPMORGAN CHASE BANK, N.A. (SMI LOT AREA- TAX LOT 11,7:40,153 SQ.FT =0.922 ACRE SITUATE AT MIXED SAND WETLAND AREA: 13,104 SQ.FT. JOB NO.:2021-122 W/GRAVEL TOWN OF SOUTHOLD BUILDABLE AREA:27,049 SQ,FT, MATTI TUCK FpRMERLP OF / (Sp TOWN OF SOUTHOLD MAP NO.: LAND NOW OR S PROKO - -3.5'EL:2.5'H.EG.W. TOTAL LOT AREA:89,899 SQ.FT =2.064 ACRES SUFFOLK COUNTY, NEW YORK FILED: b ` iV LA BERL _ - S.C.TM. DIST. 1000 SEC.: 107 BLK.:03 LOT 11.6& 11.7 REVISIONS: p(1M WA IN TOTAL WETLAND AREA: 17,126 SQ.FT. ADD CERTS 4/1/2021 MIXED SAND TOTAL TOWN OF SOUTHOLD BUILDABLE AREA: 72I ADD"CEDAR OVSLAN 773 SQ. SHOWPRERAN E"4/LOT rAX/2021 IsloN r_3s 4�' W/GRAVEL 10 5 0 10 20 30 40 50 60 70 80 90 LOCATE WETLANDS 626/21 z r-r N 66.2120 E / SCALE: 1"=20' DATE, MARCH 23 2021 ADD FLOOD ZONE DATA,TOPOGRAPHY, (Sp; 1 ELEVATIONS HEREON REFER TO NA VD 1988 PROPOSE POOL 8 CROSS SECTION. XB � -11.0 TEST HOLE 12111M - REV.POOL TO MEET 75'WET S/B 1/622_ _ TEST HOLE BORING BY---� C CURRENT ZONING:R-40 PLOTSETBACKS ON VACANTPARCEL 12/522 90 N 79°45'45"E 150.68' ---' r iSHAW N M.S. DIT FOEX.DWELLING 10/1723— _ 1 \ N 12/9/G PLOT SETBACKS ON IMPROVED PARCEL 6/1423N N M 8�'RRO ADDADDTL S/Y OFFSETS FOR_____ __ ___ \ . GROUNDWATER Eh PLOTPROPOS5124ED_____ _ 021 ALLOWABLE LOT COVERAGE(TXL 11.6 BUILD AREA):9,144 SQ.FT. =20% asr.PROPDW LL COUNTERED 3.5' REV.PROP DWELL,ADD LOT COV CALCS 5/824 ' / / r - BELOW SURFACE GRADE PORTION TO BE REMOVED, 160 SQ T. -4.0% 8120124_ - / \ EXISTING LOT COVERAGE' 1,821 SQ.FT REVIuESITEPLAN LAND ' �40 E / 5.00' / \Faces \ � _ STONE FLOOD ZONE BOUNDARIES HEREON AS DEPICTED AND TA X REV. APREVI W 10/1 4 OR SCDHS N011981 ,`\--------------- ------ - "-RIGHT-OF-WAY 5 \ \ � - CEDAR LANE / \ CORREC PATIO OFFSET TO WETLANDS 9/1924 MAP ADJOINING PARCELS F 4 N 63 E RATE MAP L.S. / / \� --------------- \��2 -----"— ------'/ S7PKESE�/ / __ r / ( \ \ \ SCALED FROM THE F.E.M.A. FLOOD INSURANCE JEFFREY W HA A -------------------------- -----------------------.____-___-----------------"- MAP NO 36103C0143 SEPTEMBER 2 ------------- ------ - NYT 1 0 RHEAD WIRES NYT 10-2 •: 5 2009 NYS LIC. NO.:050538 * e# & LINE OF PLANTED ARBORVITAE ° MorJ. ,,,..•� 41.10 // // \ , `\ ` ALL PROPERTIES WITHIN 150'OF SUBJECT BOUNDARY ARE N 77 46 00 E 'ONG. IMPROVED AND SERVICED BY PUBLIC WATER m 116.62' CONIC N1ON 33.33' / // / \\ \` \ UNLESS NOTED AS VACANT o // / / ` / // \\ `\\ !! m TBR: TO BE REMOVED C TWINFORKS EXISTING DWELLING TO REMAIN&ELEVATED LAND SURVEYING SUCCESSOR TO HANDS ON SURVEYING,MAR TIN D.HAND L.S ; SEE PROPOSED PLAN FOR PROPOSED ADDITIONS &PROPOSED ELEVATION 188 W,MONTA UK HIGHWAY UNIT E3 I \ ! \ HAMPTONBAYS,NEW YORK 11946 (V) 631-369-8312- (F)631-369-8313 email:twinforkslandsurve @yahoo.com COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE /�� / / // \\ \ CONSIDERED TO BE A VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE. N ERSEMENTRNDECORDESUREACE STRUCTURES RECORDED OR UA TIME OF SURVEY / 2 UNLECORDEO ALLYEVGUARATTHE UNLESS PHYSICALLY EVIDENT AT THE HEREON FROM THE STRUCTURES TOTHE O o �-y / � I�- \ \ \ �O THE OFFSET(OR DIMENSIONS)SHOWN m S,G.T.M. 100-107-312 �T o / / \ \ TOWN OF SOUTHOLD DEFINITIONS °U°POSEANDUSEAND°HEREFORE° /� / / OO ARE NOTINTENDED TO GUIDE THE ERECTi O / / // / �, ' `\ \\ "(/�� AREA S'ON OFFENCES,RETAINING ADDITONSTDOUILDINGS WALLS,POOLS,PATIOS,PLANTING NT \ \ �i o BUILDABLE AREA AND ANY OTHER CONSTRUCTION ON=C„\o / // 'o° v�, �(��' The area of a lot remaining after the minimum and and open s ace requirements of this chapter have been met. TO I AVIOLATONTERATION ADDITION r / `\ �\ -A� \` ��� .1 y p p p SEC TION OIL OF THE NEW YORI(STATE JTO THIS SURVEY IS AVNEWYOR OF EDUCATION LAW o y \ \ BUILDABLE LAND °°PIESD SURVEYORS EORSINKED SEAL ORRIN° / co \ THIS G T ' / / \ ` THE LAND SURVEYORS INKED SEAL SI 2 EMBOSSED NOT BE CONSIDERED o� The area of a lot or parcel, not including the square footage of tidal and freshwater wetlands land seaward of the TOEEAVALI°'I'LE COPY p g q g RTIFICATIONSINDICATEDHERONSHALLRN coastal erosion hazard area line, beaches, bluffs,primary dunes, secondary dunes, or underwater lands. IS YT°THEPERS ON HIS°RWH°MTHESUR°" 1'1 TITLE COMPANY,GOVERNMENTAL AGENCYAND The terms "wetlands,""beaches,""bluffs,"and "underwater lands"shall have the meanings set forth in Chapter 275, LEN°INGINSTITUTI°N°GTE°HERE°",AND TO THE ASSIGNEES OF THE LENDING INSTI- O / / II II II 11 II II TUTION CERTIFICATIONS ARF NOT TRANSFERABLE / \, �\ Wetlands and Shoreline of the Town Code, The terms coastal erosion hazard area line TOADDITIONALINSTITUTIONSORSUESEOVENT primary dunes and secondary dunes OWNERS // �1\\ `` shall have the meanings set forth in Chapter 111, Coastal Erosion Hazard Areas, of the Town Code. I // \\ BUILDING AREA The aggregate of the maximum horizontal cross section of the buildings on a lot, measured between the exterior faces of walls, (1) The term "building area"shall include the following: °o / /0 / // / / \ (a)Balconies. / / / / / \\ (b) Terraces,patios, decks and other structures above the finished grade. o / / / / / / °o (c)Swimming pools, tennis courts and other similar structures. ' f N 77°29'00"E 110.00' / / / // �ti ` � 2 The term "buildingarea"shall exclude the following: - / (a) Cornices, eaves, gutters, chimneys and fireplaces,projecting not more than 28 inches from exterior walls. i (b) Steps and open porches, projecting not more than five feet from exterior walls and having an area of not more than 30 square feet, J U L 2 , (c)First-story bay windows projecting not more than three feet from exterior walls and exterior cellar doors projecting not more than six feet from exterior walls. / 1 // ON / w / I \ \ �' / / / // I / /�� V A . LOTAREA ; N ^� / // ° / o The area of a lot taken at its perimeter, exclusive of any portion within a public or private street right-of-way. 0 CS i / / / m / / LOT COVERAGE M S.C.T.M. 100-107-3-13 rn w� // / // \\ I That percentage of the buildable land existing on a lot which is covered by the building area. 0 00 1 ti 6, i 63 P w / } �a — — V STRUCTURE z \ An assembly of materials, forming a construction framed of component structural parts for occupancy or use, including buildings, o Q I antenna support structures, and small wind-energy systems. I I x P T__Wlz mom I \\ `\\ SWIMMING POOL TpAa > ��ZF�_m a 88.6' cy��y�o I 1 I 1 A structure containing an artificial body of water which is greater than six feet long or wide and greater than 1 °2 06 ^6A I} I I \\ `\ \ 18 inches in depth at any point,Natural or man-made ponds all banks of which have a slope of less than 45° 1 � \ shall not be included in this definition. N 77°29'00"E 110.00' 7.15' I I 63 I l l \ N\ \ 117.15' I 5.3' V V------V V V V I I I \ F\ \ z U/G ELEC.LINE v I 1 / 1 // i < S.C.T.M. 100-107-3-14 i ---- I RE°� FEP�E- o I � / y I Go Q.0-s— / // 83.9' IIII ' IIIIII / �9 / G GGZP�.S / g �/ 0 GON PN\ co / / i , .p i i � ,Y'-it i I i i i i / y,IS I / / �p �\aG lE 0 1 ME `' Rl V RL�0I ' ti � p NSW LAN MPRG Q" air-'r—' \GK n 1 00 m N g5°30'00„E ------ /�y .z o 6 / oP / �41 24.32 Nf _ �� o / of a\0 h/ / / boo N 24°30 OD E SET .. S"KE SET �� q2 / / G��C\ 9/ J L ',' — Roy1 e5�� 1 s. ° Oo TO E ' ERVK;EL ,.-. ES S ' ,\PIER -' /r RHEPD�iR C' o Z gtONEDRIVEWAy' /7 ENGE03'S coNGREi G 0153 - `v rri1 l S5 y � o g1 PKE SE ' 1StONR� C� ��, o RED SE MgU\�5 G o p�p C, / n N-��L /� / \m FoRMERL�OF z �oR LPNp VON n �S R;j,F LtH11hItUlUKtVINA ATOVA PG L-� ,EL:6.0' LOT AREA TAX LOT 11.6:I9.716 SOFT•I.I42ACRES :KI:V I A A"t TONAL TITLE INSURANCE CO N'ETL4ND AREA 4,022 SOFT JPMORGAN CHASE BANK.N.A LTYSAN TOWN OFSOUTHOLD BUILDABLE AREA:45,724SO.Fr DE Si' I E�7Y � LOT AREA-TAX LOT 11.7.40.753 SOFT-LIMACRE S d-1.1' / JOB N0.:2011-111 MIXED iVE N OF AREA OLD BSOFT "` ERLY OF W/GRIVEL TONNOFSOVOK1LD BlALDABLEAREA:27,019 SOFT �p 1,101NR�F PBOKOP / -- suFraLK COIAYlY,NEW YORK REVISIONS: �(,OF NEW? D BE YS ,9.SFL:25'NEG,Ty, TOTAL LOTAREA:89,89950.FT•1.064 ACRES ..T. tip ,N W, O (SPI KBA WATERS TOTAL WETLANDAREA:17,126 SOFT. ^I= o, pt _ MIXED SAW TOTAL TOWN OF SOUTHOLD BUILDABLE AREA:72,773 SO.FT 10 5 0 1 0 20 90 40 50 W 70 So 90 ♦ f* W/GRAVEL SCALE:1'.10' DATE:Al4iICH 23.2021 ---- ELEVATIONS HEREON REFER 70 NAVE)1988 -Fps- ---- / fl4 M RNTZONI .RID 5 VERAE. AXL 11.6 owe,>a -.__-----.-_`. 1. r". '-p\\ S 5WN��1BS ALLOWABLE NYS E4 IMPERVIOUS F7 U lfy OVVr t - r ABLE LOT COVERAGE T)UL .6 BUILD „\ _..._----------------------------------------------------- --... ,�� t` ALLOWNGLOT COVERAGEH2I SO1FiO% � EXISTING:5,751 SO.FTIM126XIO� EDLANDS T - G T 0T ,.wu.zrs. yA6.10/ ��� ♦\ t GROUNDWATER"�M BRED 3.5' PORTION OV ERAG.1,82 .1M SO.FT.20% S COVERAGE.9.IN SOFT. "rs°o°. o.00' 9 .--. ,(�Ap U1�E'-Rlf#LT.OF-WAY p°SaE: ` \\ t LOW SU POR BE SOFT BREAKDOWN: n.z PROPOSED LOT 5,095 .FT-11.I7G 4550. (INCLUDES PORTION OF EXISTING DWELLING MODIFICATION) L.S. w -- ------------- ---_. oe�w / A MAPNO 36103C0143 SEPTEMBER25 2009 �� r OPOSE 0 GE: 50 DWELLING SO.FT.(INCLUDES PORTION OF EXISTING DWELLING MODIFlCATION) JEFFREYW.HADERER COVERED PORCH:2 FT.INC ION - FLOOD ZONE BOUNDARIES HEREONAS DEPK;TEDAND BARN:3%SOFT NYS LLC.N0.:050538 we, / � SCALED FROM THE FE.M.A FLOOD INSURANCE GARAGE 331 SOFT. C\V 1A� - EASTOECK:230 SOFT. N I7°16'00'E ��`� / / ♦�� .. EAST T BALCONY:55 SO.FT.116.62 / ALLPROPERTIESWM4lN150'OFSUBJECTSOUNDARYARE EAST STEP5:30 SOFT. ' ' ♦\� IMPROVED AND SERVICED BY PUBLIC WATER PATIO d RAILINGS:2130 SOFT B 280 SOFT. Z UNLESS NOTED AS VACANT 48 SOFT.RAMP: FT C i m WEST STEPS:27SO.F T TWINPORKS T 0 / \ ♦ Le EYIST IYG DWELLING i0 REMAIN 6 ELEVATED D SURVEYING SEE PROPOSED PLAN FOR PROPOSED ADDITIONS REMAINS OF BLOCK FOIAYOATKW(NOT INCLUDED):118 SOFT r r`' /tr / `� \\♦♦ \`S. 6 PROPOSED ELEVATION auc 188 W.MONTAURHIGHWAY UNITE3� HAMPTON BAYA,NEW YM 1190 IV)631369.83l71FI631-3648313 r r / i"->�P•'- 1 ♦ rnmLi.;go.LrlmwurvsleTu3no.nm COMES OF THIS SURVEY MAP EITHER PAPER OR ELECTRONIC,NOTIMEARSO THESURVEYORS AWED ANAL OR EMBOSSED SE SHALLE CN5DEREDTOREA VALID COPYAAD SHALL NOTBE USED FORAMYPIARO BE \`. ram DIGITAL RELEASE =- / \\� - rn S.C.T M.100-107-3-12 TOWN OF SOUTHOLD DEFINITIONS BUILDABLE AREA `ZUME- // \♦ �� � The area of a lot remaining after the minimum yard and open space requirements of me chabler have been met. o BUILDABLE LAND a a // r �� The area of a lof oe parcel.roil including the square footage of octal and freshwater wetlards.land seaward of the .. y coastal erosion hazard area line,beaches,butts,primary dunes,secoMary dimes,or underwater lards - -zo • - � The terra lwMands,-beaches,"blulfs'and-underwater lards m-sliap have the eanings set lortlr in 61aprer275, 0 Wetlands and Shoreline,of the Town Code.The ferns'coastal erosion hazard area Itne.""primary Wnes-ard"secordary dunes' /l 77 �l ♦ , shah have the meanings sel loch in Chapter 111,Coastal Erosion Hazard Areas,of Die Town Code. BUILDING AREA The aggregate o!the maximum honzonhal cross section of the buildings on a lot measured between the exterior faces of walls. The term buacing area'shalllncA.de the/sss \ (a)Balconies. a (b)Teraces,peons,decks and other sbif Rees above the finished grade, N77`29'00'E 110.00' f / '/ s \\♦ t, (c)Svimmrg pools.lemur murts and other similar structures. _ \\ (2)The term-building area'shall exclude the,followin(a)cornices eaves g s • \\\\\ (l Stepsnions tha art open'qui hers,chimneys and fereplmore than five feet rat more than 28 inches rG an aw owards. porches,protecting rat more Man five leer from exterior wafts and having an area of not First-story bay windows pmlecthg not mare than Wee feet from nasnor wags and extenor cellar doors protecting r \\ not more(ban six feel from edenor walls. LOTAREA The area of a lot taken at As penmefer,exclusive of any portion within a public or pirate street right-of-way SC.T.M.100-107.419 m s / I _ @° _ \♦I LOTCOVERAGE,� __ ; That percentage of the buildable land existing on a kN which is cowered by the building area. STRUCTURE j S^-.Y I 1 ♦\ An assemby of matenae,forming a construction framed of component structural parts for accuo-y or use,including buildings, \ 2rdenna support structures,and sma8 wind-energy systems. I f v t \ SWIMMING POOL /�I/ l 1 \ ♦ A sbudure c-ftning an artAipal body of water which a greater than six l t long or wide andgreater Than N 77°29'00"E 1 t0.00' 715' '1 �Q 0' I l 1 x \ ♦ 18 inches in,depth of anyppnf.Natural or man-made ponds all hanks of whoh have a slope of less than 45' 117 15' 1 1 I �\ \♦�, shall not be includM in this delfrlion. 75 u i PROPOSED POOL CROSS SECTION F &C.TM.100-107-3-14 I ' 11 ®a PROPOSED GRADE ' R9TM y i, �E 1 i / /.•' ------ SN'MM/VG9PO L' id I r r ,t�93 / / 4P'sa B'(VERIFY WmTH wrrHARCHIrfcriPgOL COYIBACTOR- ' Lin ,y n 4 'wl p� � �g 96Sg ,'\,�\S' / "dim GROUJDWATER EL2S 2C m � OP FOPMpSKI OF / DWE LBIOFF.EL:10.a _ /•,pl FRAAEBMNFFEL:7s N 6596pp E 1 _.. --- -" "/ d f°s' .'o° CONCRETE COLLAR W 24 � I- - / WATER TIGHT FRAME h COVER �f^ sy s��SsptW/APPROVED LOCKING DEVICE BELOW GRADE D-BOA CONCRETE COVERS N 2A° `.y' t. '" ' py hne ar z.,F STOPPER END PLUG If SECONDARY SAFETY LIDS 2.00 E 60ar I ��� _ •" / DWELLNG LE BS'■ fL. B 5' [FIN_HE' GRADE EL 8.5' TRAFFIC BEARING - s� N 02R0' _ 5� • ,% BARNLE 7.0' 8'min. MIN.1' CABS '� ..41>�r �i� 2'MAX r ® o - . erC SM PPE I.E. ' LE. I.E. L CLEAN z - , V Qrt 6.5' 6.4 6.2' 6.1' T/4'PER FOOT MIN. PITCH FLOW .E.. MIN. 4'DIA.SANITARY RPE LINESCIR -+I�- / 35 (INVERT FOR 1/0'PER FOOT YIN. II 2'DEEP LEACHING GALLEYS BARN 6.5) EL. PVC WASTE I�NE B 6 / .0' STIR 35 I (3J 2'DEEP E7(PANSION GALLEYS °q FR310� HEGW M V E- 2.5' i� 55°" \ °*F S. �\ / - HIGHEST EXPECTED 'r / ,'6� /./ Aµ-400 GROUNDWATER q"$ ar / BACKFILL MATERIAL TO BE CLEAN SAND h GRAVEL R� s Nt O / NOTE: NO CUT OR FILL REQUIRED �NO�OOVD ESEPLY OF / GALLEY DETAIL HYDRO-ACTION AN-400 DETAIL SANITARY SEPTIC SYSTEM PROFILE �y , f N .T.S. —.EL.6.0' LOTAREA-TAX LOT 11.6:49.746SO.FT.1.142 ACRES uiv:ncvm A.K ri PG 1-Z SIL TY SAND WETLAND AREA1,02250.F7. RVEY F y`""r` FIDELITY NATIONAL Tf7LEINSUR4NCEC0. W/GRAVEL TONN OF SOIJIFIOLD BUILDABLE AREA:45,724 SO FT JPMORGAN CHASE BANK,N.A 6M) DE (BED PRO ERTY LOT AREA-TAX LOT 11.7,40,153 SO FT..0.922 ACRE T d TF d / ABXED SAND WETLAND AREA'13,104 SOFT. '('�y'•��•Fjr f'� JOB NO..:2021-122 ERLY OF W/GRAVEL TOWN OFSOUTHOLD BUILDABLEAREA:27,049 SO FT WNO O H D MAP NO.: OW FORMp(QP / -- (SP) SUFFOLK COUNTY,NEW YORK REED {, W UMp T10YIIY S.PR _ 3.5'EL:2SNE.GW TOTAL LOT AREA:69,89950.FT.2064 ACRES OF NE BE TOTAL WETLAND AREA:17,126 SO.FT S.C.TM.DIS7.)000 SEC.:1078LK.:03 LOT 11.6811.7._ �•� �0 MIXED SAND TOTAL TOWN OF — w'�•0 9� 4� / 90 W/BP) -11.0' 10 5 �:1' 20 30 IO 50 DATE.' p160 Y3.2021� j -- ELEVATIONS HEREON REFER TO NAVD 1986 o a""•` "- ————— SHA M. CURREMZpJING.R40 COVERAGE.T L T11. � s�.a TT ELEV TION E EON E TESTHOL EXISTING EC .._-_----__...__ _ -„ Gfl 5 4,0% ) .144 SOFT,=20% COVERAGE.9,144 SOFT. r�.m.w:ssrr r� •a 9,a2I BS LOT COVERAGE 11.6 BUILD AREA) UPLAND AREA: D5,724S IMPERVIOUS osos3a /� . \`\ ____________________- .WAY ' — \ \ WNDWATSURF OUNTADED3 PORTION TO BE REMOVED.160 .FT (STING 1,94 SOFT.I.B% �- ALLOWABLE EA , �71/JG LOT COVERAGE. (TX � `` BELOW SURFACE GRADEALLOWABLE Nl'SLAW AR 0 6 �+m ' DEC IMPERVIOUS � R« u.-.m n,.,>sva •er•wrw ,- - IN ELEVA J aswrw �u u.a �.,�_________________ ___.---_-__._.-_.-.--_...-_--.- — �/ 1 01 RATE MAP L.S. ------------------------ (T w•.o,o.:m.uvs� BREAKDO `v _-. -.- / MAP 3603C 43 PTEMBER 25.2009 DARYARE .� BE REL ) r FLOOD ZONE BOUNDARIES HEREON AS DEPICTED AND DIAELLIFAi�Dl6 SOFT 0 MA SCALED FROM THEFEM.A FLOOD INSURANCE BARN:396 SOFT(lO REMAINE 7ED JEFFREYW.HADERER � � GARAGE' SOFT. O ) OCATLD NYS LIC.N0.:050538 •tea ® '•• • • • • • • r / / I` >\ \\♦ ALL PROPERTIES WITHIN 150'OF SUBJECT SOUN �� � ;��.�, N77.46.00'E — / {/ \ IMPROVED AND SERVICED BY PUBLIC WATER ) m : 116.67 33.33' ♦♦ / x7 \�\ \� UNLESS NOTED AS VACANT GARAGE CONC.PUT.5 SOFT.(TBR) C• ... \ >\\ \ TBR:TO BE REMOVED DWELLING COVERED PUT R I4 SO. (TBR) ilk \\\\ \\ STEPS:38 SO.FT,(W) TWIN FORKS m ' m EAST STEPS 22 SO.FT. oaunsov nn w wurz o xwo / // / `\\\ 'Bk EXIS7INGOWELLMGTOREMAWRELEVATEO EASTBRICKCHIM�4S0.�O(TTBBA�/I LAND SURVEYING /4 /a `� \ \ \\'&y,• SEE PROPOSED PUN FOR PROPOSED ADDITIONS OUTDOORSHOWER:I3 SO.FT./TBRI •°' B PROPOSED ELEVATION FRAME BIN:35 SO FT(IBR) r/aaw NOMAUX IRGBwwY.UNf7e+cr. SOUTH BRICKCHIM:U SOFT.(MR) IMMPTONRAY3 NEWYORK IIW6 BRICKSTEPS.6 SOFT ITBR) (V1631-i69-d+17 (FI d+/i69-drl) FY(TBR) r,-;Irv;y.trlaw,ursry®wlwv.r� BRICK PATIO:215 50. COPIES OF TI95 SURVEYORS MAP EITHER OR EN OR S E SEALS,SHALL BEARING / / / / /i/ 4•\\ REMAINS OF$OCK FOUNDATI04((JOT INCLUDED(:i 1B SOFT THE LAND SURVEYOgS NY(ED SEAL OR EMBOSSED SEAL SHALL NOT RE N / •� ' // \\ CONSIDERED TO BE A VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE DIGITAL RELEASE - - -_ / m S.C.TM.100-107.412 >� // � �� / — \`\\\\ N.� TOWN OF SOUTHOLD DEFINITIONS p / / % \ \ e♦ < �ss BUILDABLEAREA - 1i The area o/a bf remaidrg alter the minimum yardand open space requirements OI tNs hapter Nave been met _ BUILDABLE LAND " qr. The area of a bf orMool,not including the square footage of tidal and Anhit—ter wetlands,land seaward of the s v y.\ ma5tal emsbn hazard area line beaches,bluffs,primary dunes,secondary dunes,or and—ater Ian& H / / / ♦ \�� The.. lands'shatt have die meanings set forth in Chapter 275, / / \ \\\ Wellantk and Shoreline,of the Town Cade.The terms'aasal erosion hazard area line,"primary dunes'and'secondary dunes' / —— \ shall have Ne mearvngs set lodh in Chapter i 11,Coastal Erosion Hazand Areas,of fhe Town Code. BUILDING AREA The aggregate of fhe maximum honzontal cross section of the buildings on a bt measured between the exterior laces of walls. III The term'building area'shall indpde the following: norhas / //• ♦♦, \\ gal (b)Tem—,patios decks and other ftV.res above the finished grade. ♦ (c)Swimrrrng pods,terms crowds and Other similar shudures. N 77'29'00'E 110.00' F ' i/ // / \\ ♦ (2)The/erm'bwi&ng area'shall exdude the ldbw;rg: (a)Comices,eaves,gutters,chimneys and fireplaces.projedng not more than 28 inches hom eeenor walls. (6)Steps amopen porches projecorg not more than fire leer from enenw walk are havrrg an area of not ' e_E , more than 30 square feet �^ / / `> (c)First more story Lay wnrdows p-eiledo not more than fees lest from exterior walls are enema cellar doors poledug not mae than six IecN from erlenor wags. r ♦'o' // /, \\\\ The s—A The penmeter,exduslve of an area al a bt taken al as yportbn within a pWkc or private sheer righfol-way. LOT COVERAGE nn S.C.T.M 100-107-3-13 Thatpemerikep of fle buildable lard existing on a lot which is covered by the budding area. N / I — � // STRUCTURE "' . ♦' I I i —'\\ An asses*of materials,lormirg a mnsWdian framed of Component sh 4fural pads for occuianry or use,including bdklirgs. antenna support snctures,and small wind-ereW systems. at 3 ► i l \ I M.6• I I \\ \ Asttructure IMMINGoonPOOL t0a tg an artificial body of water which is greater Ran vx feet brig or wide and greater than 18,hosno in t be induded in this definition depth at any point.Natural or man-made ponds all banks of whin have a slope of less than 451 X b N 77°29'00'E 110.00' 715' /� I 1 � \ \ hall 11715• / LI f ` .__„_._ wv ur —� I ♦ II \ dA\ \\ I v I ♦ I 01 � \\/, i i r S.C.T.M.100-1073 14 / I E i/ I 9'• \ t /r if ZI o OA FOa Al OF I o` ./. + ,, //r ♦ e5 \\ ,� \ / /. 2.1 Begat - `+ / / ' ♦l T _F 0s ♦ I v f.. / ./ V m s rron 9cF9 ;YI 9 ik C ��� E%S _ �. Co. `V \ � \ cA o \ 00 6• ` \t ON .� OO 00 S 0 I� G Sao \� CQ`• * FRP ���' d� \ OCT 2 5 2024 0 to a * y d O��E� v ,odoo Southold'Town . .�.'�� 0 6 22 \ • \ Board of Trustees o a- Coj v t P , P ydy o��n �oQ 0 0 05 , a5 I P `( 00�- 'a, W \ O V� P �G � o a _ Qo o z LU c OF �. VVI �P,� S �'`, `�o�yZ C 'EP l IV C-, FE SLU E A\ n _ RGINIA CREEPER \ \ G y CV p,R ,\ \ \ / 6 oo S'PANPING OVAT I O N L6 \ ' t � � ♦ L I-n Lr V 1LUESTEM 24. FRA E ER RY � BARcl� ' \ c X. FF.-3. _ .5 ` 6� A KE SET ` IL 24.2 �' mLsoNIA \ ago Sri \ \ 'ems'• / ` � NDIAN S-rSSL IT IE SET GONE MON. o i OCT 2 5 2024 Southold Town Board of Trustees 1356 Grand Ave Mattituck, NY Native Pant,- - age Index HAMPTONS SILVER.LEAF 3.15 WESTPHALIA RD, MATTITUCK NY.11952 DESIGN & LANDSCAPE - 631.324.1911 Amsonia hubrichtii I Thread-Leaf Bluestar OCT 2 5 202410 ' Southold"iown Board of Trustees HAMPTONS SILVERLEAF 315 WESTPHALIA RD, MATTITUCK NY 11952 DESIGN & LANDSCAPE 631.324.1911 Schizachyrium scoporium �- D E [ V E Little Biuestem Grass OCT 252024 Southold'Town Board of Trustees Aft � ,�'}�,� HAMPTONS SILVERLEAF 315 WESTPHALIA RD, MATTITUCK NY 11952 DESIGN & LANDSCAPE 631.324.1911 Schizachyrium scoparium Standing Ovation Bluestem Grass OCT 2 F 2024 Southold Town f Board of Trustees 4 490 171 HAMPTONS SILVERLEAF 315 WESTPHALIA RD, MATTITUCK NY 11952 DESIGN & LANDSCAPE 631.324.1911 Sorghostrum nutons Indian Steel Grass ocT 2 2024 Southold Town Board of Trustees HAM PTONS SI LVERLEAF 315 WESTPHALIA RD, MATTITUCK NY 11952 DESIGN & LANDSCAPE 631.324.1911 Myrica pensylvanica W/' E Northern Bayberry OCT 2 5 2024 Southold Town Board of Trustees { w x 4 t 0-11 .. HAMPTONS SILVERLEAF 315 WESTPHALIA RD, MATTITUCK NY 11952 DESIGN & LANDSCAPE 631.324.1911 �—��� Lrj Q V l5 Parrhenocissus quinquefo/ia � OCT 2 5 2024 Virginia Creeper Southold Town Board of Trustees 0.. � a r �/L. HAMPTONS SILVERLEAF 315 WESTPHALIA RD, MATTITUCK NY 11952 DESIGN & LANDSCAPE 631.324.1911 VE Winterberry Southold Town Board ofTrustees ~ a '� •' •• •�a • • ►; HAMPT ,.. _ ram»,".� ��s•"•7 • ' r• " • 1 r ��' � � R �i 1 , ,r� •�Y� t • LANDSCAPEDESIGN & Creeping Red Fescue — No Mow Grass p g OCT 2 15 2024 Southold Town Board of Trustees IF I ur�N i j . r HAMPTONS SILVERLEAF 315 WESTPHALIA RD, MATTITUCK NY 11952 DESIGN & LANDSCAPE 631.324.1911 SHED ROOF ROOFED PORCH ur DINING Li MUD ROOM BEDROOM SHED ROOF KITCHEN LAUNDRY O _ HALL BATH ROOM O I� PANTRY HALL POWDER RM. HALL DOWN O c) SHED ROOF BEDROOM LIVING ROOM BEDROOM SUN ROOM UP STONE FIREPLACE All EXISTING PLANS GISTERA- o _ P o s o with aDO y OVERALL DIMENSIONS ,� 'p PLAN of 2nd FLOOR PLAN of 1st FLOOR -10 21 JULY 2025 EXISTING EXISTING REVISIONS: RENOVATION &ADDITION to 1356 o� IJ MATTITUCK, NY 11952 MAP#10 I J U L 2 4 2025 DOUGLAS PEIX ARCHITECT P.O.Box 1444 MATTITUCK,NEW YORK 11952 Phone:646-643-9888 Southold Town doug@dougpeix.com for TRUSTEES path:LE DesktopE/wmputer/:::-FINAL-1.dwg] Board of Trustees FIXED ' SKYLIGHTS 19 E V E Irk F-- - � -L � + E F1 ':�': ;{ ' A JUL 2 4 2025 FRONT — 'r PORCH yP1 ' . .TC.iEN.�3' Southold Town •;�; ROOF — �r—� — BoardofTrustees I I I I I I e,;`C�''y;,I.'• 1zY`Ns,+ +,. e,LosE1*i�a Ii ( ' • ENTRY B1 'z FRI ;G N ;;A. . LIVNG ROOM #8 I 18 ` PPER PORTION o f B ' . LIVNG ROOM g7 PACK ROOF ORCH BP2 ` + STAIRr . . . . ++ WELL#8; i . ; I 118880ic' ' ++ + + + � : s ws :Z I a ''Yg' I I I TERRACE I nmrEEars :6 6 LANDING yg14 16 'U! ucsa :'P` �Fw . MASTER CLOSET 3 �o��''��,,`� a<��' DRESSING HALL#11 I .q2E + p��+. w> 14 77 Q (BALCONY MASTER BEDROOM#10 a$ Q ', , �+ a?w CL. MECH.CL. CL. c Cm� woo: ]i17o R14. 815a. c CL. CL. E EAST BR B15 �nF g17b 915b . BALCONYOE MASTER BATH p12 p BATH #188 �OBATH #16 O ' MECH. ROOM p14 0 0 . . . . . . . . . . AG10 12 O O 11 $i�Sm& NEW EXISTING SECTION A—A SHOWN on 1a 21 OQ A MASTER BEDROOM#10 P_1 1st FLOOR PLC N-PROPOSED P_2 2nd FLOOR PLAN-PROPOSED T-P SCALE:4'=1'0" ® SCALE:41'0"NEW PROPOSED PLANS G ERF� OR PORTION with J DOVG '9,p of HOUSE NEW OVERALL DIMENSI'O PORTION x ° r of HOUSE 21 JULY 2025 PROPOSED 1st FLOOR y a ° s ° REVISIONS: O �j23 04 FLOOR PLAN PROPOSED RENOVATION &ADDITION to 1'356 MATTITUCK, NY 11952 MAP'#100_0-107-3-11.6 2nd FLOOR DOUGLAS PEIX ARCHITECT P.PLAN1444 e:646- 43-9 MATTITUCK,NEW YORK 11952 Phone:646-643-9888 doug@dougpeix.com for TRUSTEES path:[E DesktopE/computer l:::-FINAL-i.dwg] EXISTING BARN CRUSHED STONE DRIVEWAY ® EEC . / RAISE BARN I SO THAT PEEK JUL 2 4 2025 ' $ OF ROOF IS NO MORE THAN 22' ABOVE GRADE Board of Trustees uthold Town LOW PLANTER LOW PLANTER - 5 36"HIGH RARING 7 7 7 36 HIGH RARING W1 Li _ PATIO-CONCRETE PAVERS PATIO-CONCRETE PAVERS AREA L=ECRUSHED STONE DRIVEWAY 4,11 DN PANTRY I 13 I?."s - CA ❑' CD 6 7 1 77 CA 2 v ' 2 EAST SILHOUETTE ® S RAISED PATIO,POOL&HOUSE 4& OF RENEWED HOUSE Q GRADE 5'DEEP POOL 4, GRADE I i E If I I n 3'o 5c SECTION THROUGH HOUSE,PATIO&POOL O Y PATIO-CONCRETE PAVERS S_1 LOOKING WEST �O TS NOT TO SCALE N F 0 > ❑ 7 77 0@1 II II II y I - I I I 36 HIGH RARING __--____ I PATIO-CONCRETE PAVERS N $� Jul v C PROPOSED 9'x54 POOL' a 7 77 - PADO-MOW GRADE PAVERSMCDNY PROPOSED PMOWGRADE C "'DDD °ER v GROUND FLOOR of HOUSE TO PERYA WATER FARO-CONCRETE PAVERS TO PASS THROUGH 36'HIGH RAILING >B MI RAI IN HI RAI IN N W/ TERRACES, POOL W/ If PATIO-WOODEN DECK D POOL HOUSE AND SECTION `� v SHOWING ELEVATIONS of. STEREO q W"HIGH RARING m.HIM RAIL 7 7 17 TREEACES, POOL & HOU oou F 77 7 77 7 F-CM D X i 9- 4'8-1/2' O U) 4'8-1/2' 21 JULY 2025 ��. DODD—_I �Z N m U)m v REVISIONS: O O p_1 GROUND FLOOR PLAN&POOL AREA PROPOSED o� m v RENOVATION &ADDITION to 135 �OVNOT TO SCALE with DIMENSIONS MATTITUCK, NY 11952 MAP DOUGLAS PEIX ARCHITECT path:(DESKTOP/pc/k saved(h:):::KEYSER TRUSTEES.dwg] P.O.Box 1444 SEE SHEET FOR DETAILED INTERIOR PLAN OF POOL MATTITUCK,NEW YORK 11952 HOUSE AND EXTERIOR ELEVATIONS OF POOL HOUSE Phone:646-643-9888 doug@dougpeix.com FOR TRUSTEES L . E Li jt FG 7ISTING ROOF LINE EXISTING ROOF LINE JUL 2 4 2025 NEW ROOF LINE Southold Town NEW ROOF LINE Board of Trustees F-1 I LJ FI: � . . . . . . . . D � � ••REPLACE EXISTING FOUNDATION•, •'REPLACE EXISTING FOUNDATION•, - ,•TO COMPLY WITH FEMA•, ;•,•,•,•,•,•,•,•,•,•,.,•,•,•,•,•,.,•,•,•,• . .,TO COMPLY WITH FEMA,•,*,•,•,•,•, ,•,• o ,GRbUNDLEVEL,',• ',GROUNb�LEVEL',',•,•,',',',',',•,',',' pF NORTH ELEVATION r- WEST ELEVATION SCALE: - 1 0 a SCALE: !IV = 110" SILHOUETTE PROPOSED SILHOUETTE HOUSE PROPOSED ON TOP HOUSE PROPOSED OF OLD ON TOP NORTH &WEST PROFHOUSILE OF OLD EXTERIOR ELEVATION I `Soon zO.9,Q HOUSE qs PROFILE q y c a 21 JULY 2025 REVISIONS: RENOVATION &ADDITION to 1356 G MATTITUCK, NY 11952 MAP#1000-107-3-11.6 DOUGLAS PEIX ARCHITECT P.O.Box 1444 MATTITUCK,NEW YORK 11952 Phone:646-643-9888 doug@dougpeix.com T� FOR TRUSTEES Path:(DESKTOP/pc k saved(h:):::KEYSER TRUSTEES 2.dwg] ISTING ROOF LINE ISTING ROOF LINE NEW ROOF LINE NEW ROOF LINE JUL 2 4 2025 I Southold Town F-1 Board of Trustees El El .. . . . . . !� !t I� II I � ! t I � ! t I t ! t ///--EX ■ ❑ ■ .'GE4Akt INGLES or STUCCO H ---------�p . « . . . . . . . . . . . . . . . . a « . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ____ « « « « « « . . . . . . . . . : « « « . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .......... . . . . . . . . . . . . . . . . . . . . . . . . . .'REPLACE EXISTING FOUNDATIONa.'•'•`•`•'•'•'.'.`•'•'.`•'•`•`•'• '•REPLACES EXISTING FOUNDATION-'.'•'.'•'•'•'•`•'•'•'•'•'•'•'• +,TO COMPLY WITH FEMA,•%%'+,•,.,.'.`«'«'•`�'•'•, «,.'.'.'. ,«TO COMPLY WITH FEMA......•. «,•,«,«,•,.,. .,. .. «.NEW 4'�HIGHiCONCRETE4WALL'. EAST ELEVATION o , 7 , . s ,a SOUTH ELEVATION o , SCALE: 4' = 1'0" SCALE: !if = 1'0" SILHOUETTE PROPOSED SILHOUETTE El 1111 HOUSE PROPOSED ON TOP HOUSE OF OLD ON TOP HOUSE PROPOSED OF OLD PROFILE EAST & SOUTH BATH CL HALL STAIR HALL EXTERIOR ELEVATIONS HOUSE J DOUG PROFILE7T m n 1 21 JULY 2025 i MBR ENTRY PO H REVISIONS: O �230 4 IM FLOOR RENOVATION &ADDITION to 1356 GRA NEW 4'HIGH CONCRETE WALL MATTITUCK, NY 11952 MAP#1000-107-3-11.6 SECTION A—A th ru STAIR $ SECTION AA THROUGHNOUSE DOUGLAS PEIX ARCHITECT r-Ez scALE:+w•=i.0 P.O.Box14" SCALE: 4" = 1'0" HOUSE HAS TWO FLOORS MATTITUCK,NEWY 62 Phone:646-643-9888 -9886 doug@dougpeix.com FOR TRUSTEES path:[DESKTOP/pc!k saved(h:):::KEYSER TRUSTEES 2.dwg] ECEIVE J U L 2 4 2025 DR, 0 Southold Town Board of Trustees II II II II I I II ,I qa I ,I II ,I � wnmx I I I l 8 II II V N I, II RAISED POOL PATIO REPLACE EXISTING FOUNDATION REPLACE EXISTING FOUNDATION REPLACE EXISTING FOUNDATION TO COMPLY WITH FEMA TO COMPLY WITH FEMA TO COMPLY WITH FEMA E-1 EAST ELEVATION E_2 WEST ELEVATION E_g NORTH ELEVATION Ems} SOUTH ELEVATION 1 T-G SCALE:1„- T-G SCALE:4"=1'0" T-G SCALE: ' =1'0" T-G SCALE:4'=1'0" a —1'0" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .`. . . . . . . . . . . . . . . . . . POOL ;' '•. ' ;' '•'; �'�' ''''''''''''; ;'''''''''''' PATIO E-2 -------------FOOTING— --------------- ----------------------- I I ------------------t:�7 FOOTINGS I I I I 18"CONCRETE FOUNDATION WALL I I I I I I I I POOL HOUSE SEESTRUCTURAL EXISTING GARAGE ISTER I I ENGINEER'S _ - TO BE TURNED 4,¢ E 4 C/ DRAWINGS FOR DO E-3 I I ALL DETAILS I r INTO A POOLHOUSE I I I I F------------------------------------ i I 1 _ I I � 21 JULY 2025 --I "= n OUTDOOR I i I f-___---- I I I 0 O O� STORAGE 6'RAILING � L__________J � � L----------J : REVISIONS: GROSS AREA = 314sgft MAX. PERMISSIBLE = 350sgft 20'4" M10 RENOVATION &ADDITION to 1356MATTITUCK, NY 11952 MAP .6 E-1 PLAN of POOL HOUSE FOUNDATION DOUGLAS PEIX ARCHITECT PLAN of POOL HOUSE SCALE !if - 11 01 1 RAISING STRUCTURE 4.0-TO COMPLY w/FEMA 4�� - 1�O�r MATTITUCK,,NEW YORK 11952 Phone:646-643-9888 doug@dougpeix.COm T� G for TRUSTEES pathJE DesktopE/computer/:::-FINAL-l.dwg] CO���0� s 00 Z� �. 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MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631)765-4330 Fax: (631)765-4643 Betsy Perkins Paralegal Madison Messina,Paralegal October 25, 2024 Board of Town Trustees Town of Southold � CEIVE PO Box 1179 R Southold,NY 11971 ❑ RE: 1356 Grand Ave.Mattituck(Keyser) OCT 2 5 2024 SCTM: 1000-107-3-11.5 House addition/renovation with pool and barn $puthmdTowti . BoHNOfTrus6ees Dear Board members: Enclosed is a"Native Plant list" and detailed landscape plan for the project. Please add this to our file. Thank you. Ve urs,. tricia C.Moore Encls. PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631) 765-4330 Fax: (631) 765-4643 Betsy Perkins Paralegal -Madison Messina, Paralegal July 24, 2025 Board of Town Trustees —— Town of Southold `hr� PO Box 1179 Southold,NY 11971 T JUL 2 4 2025 , RE: 1356 Grand Ave. Mattituck(Keyser) ___� SCTM: 1000-107-3-11.6 �d Town House addition/renovation with pool and pool house Booardard o of Trustees Dear Board members: Enclosed please find a revised and reduced plan for the additions and renovations to the existing house. Enclosed is a revised project description. This plan was reviewed by the building department with the architect and is not a demolition and reconstruction. Enclosed are five sets of the revised sealed architectural plans: T-E: existing conditions (lst and 2nd floor). T-P: Proposed lst and 2nd floor T-D Ground floor of house with proposed terrace/patio,proposed pool and pool house T-El North&west elevation T-E2 East& South elevation& cross section T-G Existing garage conversion to pool house Also enclosed are 5 original updated surveys showing the existing house and proposed additions. The foundation will be raised for FEMA but is only 4' above grade. There are no adjacent homes for"pier line". My client owns the adjacent vacant lot and to the southwest the homes are much closer to the water on smaller lots. I have also provided updated pictures of the house and garage. The Health Department has reviewed the sanitary system, the new sanitary system is eligible for a grant, and a DEC application has been filed. If you have any questions,please do not hesitate to contact me. Very trul ss ricia C. Moore so Keyser Property 1356 Grand Avenue, Mattituck 1000-107-3-11.6 J U L 2 4 2025 PROJECT DESCRIPTION (Plans dated July 21, 2025) southold Town Board of Trustees Raise foundation 4'to the existing two-story house for FEMA compliance, maintain existing house 50'from wetlands on Long Creek&no closer than 75'to wetlands on adjacent parcel(tax Lot 11.7)with the following additions&alterations 41'2"x 38'9"which includes a new kitchen on the first floor, reposition interior rooms and relocate interior staircase, extend front porch (total size of front porch 19'4 1/2"x 12') Proposed covered porch 246 SF on north side of house, proposed deck (230SF) on east side of house with steps to grade, On 2nd floor addition and alteration: extend bedroom over first floor(13'51/2 x 8') new stairwell from first to second floor(13'1/2"x 9'1/2")and new 2"d floor balcony(55 SF) on east side of house, raised patio (2,130SF)4'above grade with railings, a paved ramp (92 SF) and planters along the west side of raised patio with perennials, patio includes 9'x 54' swimming pool and 18.4'x 20'4", existing garage (repositioned and on new 4'foundation- FEMA compliant) and converted to pool house with 1/2 bathroom, outdoor shower and storage. Abandon existing sanitary system and replace existing sanitary system with IA system (out of jurisdiction) N 0 Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Tuesday, December 10, 2024 12:49 PM To: 'Patricia C. Moore' Cc: 'Madison Messina'; 'Betsy Perkins'; Goldsmith, Glenn; Hobson,Thomas Subject: RE: Keyser 1356 Grand Avenue Pat, In further review of this project other issues were noticed. The site plans for the raised pool, pool patio, and other structures do not match when reviewing the survey vs.the engineering plans. Please submit four of the corrected and updated project description. There is no proposed sanitary system, please add to the plans/written project description. There is a dock on the site plan. As the dock does not exist nor has a Wetland Permit been issued for a dock, it must be removed from all site plans/surveys. ECiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 From:Cantrell, Elizabeth Sent:Tuesday, December 10, 2024 9:40 AM To: 'Patricia C. Moore'<pcmoore@mooreattys.com> Cc: Madison Messina<madison@mooreattys.com>; Betsy Perkins<Betsy@ moo reattys.com>; Goldsmith,Glenn <glenn.goldsmith@town.southold.ny.us>; Hobson,Thomas<thomash@southoldtownny.gov> Subject: RE: Keyser 1356 Grand Avenue Pat, In briefly reviewing the application it has been deemed incomplete. Currently the requested information is: • Is the project deemed a demolition per town code? If yes, please add that to the written project description. • The project description is lacking a lot of information and dimensions. Please revise and submit new. • The SCTM#on your cover page and the plans are incorrect, please update all. • The architectural plans are incomplete. There are no dimensions anywhere that I see,the and legend is a bit difficult to understand of what is being removed/replaced/new. • There are clearly doors/windows and a fireplace in the first floor/garage area however,the elevations do not show any. Please revise proposed elevations and submit four new sets. • Elevations of existing have not been submitted. If this is a demo,the Board may not require existing elevations. • There are proposed steps to ground in several areas off of the raised pool patio area, how will these areas be secured, is there proposed fencing for the pool/property? If fencing is proposed within Trustee jurisdiction please have the survey and site plans updated. • At this time, I am not sure if a pier line will be applicable for said project but be advised it may be requested. • In an impromptu review by Mr.Verity this project may be considered having a third story which will require a variance from ZBA. 1 Again,this was a brief revie"fsaid application. More information may be required by the Board of Trustees. When the above information is submitted,the application can be looked at again in order to make a determination of completeness in order to be slated for a public hearing. Sincerely, ECiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 From: Patricia C. Moore<pcmoore@mooreattys.com> Sent: Monday, December 9, 2024 3:42 PM To: Cantrell, Elizabeth<elizabethc@town.southold.nv.us>; Hobson,Thomas<thomash@southoldtownny.sov> Cc: Madison Messina <madison@mooreattys.com>; Betsy Perkins<Betsy@ moo reattys.com> Subject: Keyser 1356 Grand Avenue Hi Elizabeth &Tom- I submitted an application on September 30th. Can you tell me when it is scheduled? Patricia C. _Moore, Esq. ^ �T PLEASE BESURE TO COPY MY ASSISTANTS betsv@mooreattvs.com and madison@mooreattvs.com --------------------------- Mailing & Physical Address: Moore Law Offices 51020 Main Road William D. Moore, Esq. Southold NY 11971 631.765.4663 Fax Number: Patricia C. Moore, Esq. 631.765.4643 631.765.4330 www.mooreattys.com ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 2 00 FQ Glenn Goldsmith,.President �� !/jy Town Hall Annex A-Nicholas Krupski,Vice President 54375 Route 25 P.O.Box 1119 Eric aepenoski W Southold,New York 11971 Liz Gillooly N � Telephone O �. phone(631)765-1892 Elizabeth Peeplesyo Fax(631)765,6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application �'; ' ` k Wetland Permit Application ` _Administrative Permit SEP 3 O 2024 ` Amendment/Transfer/Extension Received Application: Received Fee: $ Southold Town Completed Application: Board ofTrustee., _.._ Incomplete: SEQRA Classification: Type I Type H Unlisted Negative Dec. Positive Dec. Lead Agency.Determination Date: Coordination:(date sent): _LWRP Consistency Assessment Form Sent: a CAC Referral Sent: =Date of Inspection: 0 Receipt of CAC Report: __Technical Review: j_Public Hearing Held: 1 0ts Resolution: ; Owner(s)Legal Name of Property (as shown on Deed): Kevin Keyser Mailing Address. 1356 Grand Avenue, Mattituck NY 11952 Phone Number: 917-776-5238 Suffolk County Tax Map Number: 1000- 107-3-11.6 Property Location: 1356 Grand Avenue, Mattituck NY 11952 (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Patricia C. Moore, Mailing Address:51020 Main Road, Southold Phone Number: 631-765-4330 Email;pcmoore@mooreattys.com (01� 1�-� 4*Board of Trustees Appli4pn GENERAL DATA Land Area(in square feet): 89,899 SF Area Zoning: R-40 Previous use of property:existing house Intended use of property. additions &alterations to existing house & attached pool Covenants and Restrictions on property? JaYes =No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? ✓ayes —n`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 _Z_No If"Yes",please provide copy of decision. is project r:J��7Y 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=No Prior permits/approvals for site improvements: Agency Date Trustees permit# 9971 extended Trustees permit#7168A 2010 _ ❑ No prior permits/approvals for site improvements.. Has any permit/approval ever been revoked or suspended by a governmental agency? ✓�No�Yes If yes,provide explanation: Project Description(use attachments if necessary): alterations to existing house (1,912 SF)with new first floor addition & stairwell to second floor, raise existing barn(403 SF), all existing and proposed structures raise for FEMA, proposed porches/balcony with new roof change pitch, raised patio (2,590 SF) and raised pool (pool-486 so, stairs off raised patio(5068F) see plans 40BOard of Tru stees Applin WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed-operations: Additions &alterations to existing house per plans raise house for.FEMA compliance, proposed porches and balcony,. . patio and pool 'Attached" and.raised to FEMA level of 1 st floor of house raise barn to first floor of house (attached) to level of raised.patio (prevent flooding) Area of wetlands on lot:.long..creek square feet Percent coverage of lot: 5 � %o'- Closest distance between nearest existing structure.and upland edge of wetlands:. 50 feet Closest distance between nearest proposed structure and upland edge of wetlands: 50 feet Does the project involve excavation or filling? 0 No Yes If yes,how much material-will be excavated? N/A cubic yards How much material will be filled?_n/a cubic yards p p n/a Depth of which material will removed or de osited; feet Proposed slope throughout.the area of operations: flat Manner in which material will be removed or deposited: footings, FEMA compliant structures. New sanitary north of pool (@more than 150'from wetlands on adjacent parcel see sanitary plan). 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): none- existing house to be FEMA compliant, sanitary system north of house & pool non jurisid:, 10' buffer (C&R's) landward of wetlands line 0 617.20 Appendix B Short Environmental Assessment Form Instructions ror Comnletinp- 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 I 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 Kevin Keyser Name of Action or Project: Kevin Keyser Project Location(describe,and attach a location map): 1356 Grand Ave., Mattituck Brief Description of Proposed Action: Additions & alterations to existing house, house raised for FEMA pool & patio at house elevation & attached to.house sanitary system more than 150'from wetlands Name of Applicant or Sponsor: Telephone: Kevin Keyser E-Mail:pcmoore@mooreattys.com Address: . 1356 Grand Ave City/PO: State: Zip Code: Mattituck NY 111952 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 z ❑ 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: 3.a.Total acreage of the site of the proposed action? 1+ acres b.Total acreage to be physically disturbed? 05 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 1+ acres 4. Che I land us at occur on,adjoining an ar the.propq=4action. Urban Rural(non-agriculture) Industrial Commercial ®Residential(suburban) Forest [:]Agriculture Aquatic ❑Other(specify): Parkland Page 1 of 4 5. Is the proposed action, NO I YES N/A a.A permitted use under the zoning.regulations? ✓ b.Consistent with the adopted comprehensive plan? ✓ 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: _- El Z S. a.Will the proposed action result in a substantial increase in traffic above present levels? NO I 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 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 EJIf No,describe method for providing potable water: SCWA ! r t 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: .,NEW IA system ❑ 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? ✓ . 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NQ 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: Long Creek, Mattituck 14. ntify the typic bitat types that oc ],Suburban n,or are likely to be found on tl"roject site. Check all that apply: Shoreline Forest gricultural/grasslands uEarly mid-successional ✓ Wetland Urban 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? 16.1s 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? PNO If Yes, ^ ❑ a.Will storm water discharges flow to adjacent properties? ✓ O OYES ✓ b.Will storm water discharges be directed to established conveyance systems Z'O an drains)? If Yes,briefly describe: 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 oft he proposed action or an adjoining property been the location of an active or closed NO YES. solid.waste management facility? If Yes,describe: Z a 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 BEST OF MY KNOWLEDGE Applicant/sponsor name::P la' Oft3 Date: - % ? Signature:_ 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: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 with an adopted land use plan or zoning regulations? D: - 2. W ill the proposed action result in a change in the use or intensity of use of land? a a 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 a establishment of a Critical.Environmental Area(CEA)? El S. 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? El 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: El . a.public/private water supplies? b.public/private Wastewater treatment utilities? El a 8. Will the proposed action'impair the character or quality of important historic,archaeological, architectural or aesthetic resources? El 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? Q I'll. Will the proposed action create a hazard to environmental resources or human health? El I 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. ElCheck 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) �I PRINT Page.4 of Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We Kevin Keyser,owners of the property identified as SCTM# 1000-107.-3-11.6 in the town of Southold,New York,hereby authorizes Patricia C.Moore 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 prope Kev' Keyser Sworn to before me this day of ,2 24 ota Public **Board of Trustees Appl ' n AFFIDAVIT KEVIN KEYSER 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 G THE TERM OF THE PERMIT. evin Keyser S ro be this day o 2024 " N tart' Public BETSY A. PERKINS Notary Public,State of New York No. 01PE6130636 Qualified in Suffolk Count, Commission Expires July 18, 2-� APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME:Keyser,Kevin and Moore,Patricia C. (Last name,first name,middle 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 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/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 RELATIONSHIP Submitted this day f 2024 ignature $A Kevi Keyser Signa Patri is Board of App Trustees lica ion s PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: 10- 3 - I1, y /o ? - 3 - /o7-3- 10 7 - 3- 1 3 /o 7- 37 lo?- 3 - l to?- 3 - /5— 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 MAILIRETURN RECEIPT. Signature Sworn to before me this Day of , 20 Notary Public , HEA11 % LM ' ING NOTIC OF 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: KEVIN KEYSER SUBJECT OF PUBLIC HEARING: For a Wetland Permit to raise the existing 41.2'x38.9' two- story dwelling and raise the foundation in-place and 4' higher than existing for FEMA compliance; construct alterations on the existing dwelling; construct a 19.5'x12' front porch, a 246sq.ft. north covered porch, a 230sq.ft. east deck with steps to grade, extend second floor with 13.5'x8' and 13.1'x9.1' additions, and a 55sq.ft. balcony; install a 2,130sq.ft. patio raised 4' above grade with railings, a 92sq.ft. paved ramp and planters along west side of raised patio; patio to have a 9'x54' swimming pool; existing 18.4'x20:4' garage to be repositioned and raised on a new,4' high foundation to be flush with proposed raised patio and converted into a pool house with % bathroom, outdoor shower and storage; abandon existing sanitary system and replace with a new I/A OWTS sanitary system; and to re-landscape the property using native vegetation. Located: 1356 Grand Avenue, Mattituck. SCTM# 1000-107-3-11.6 TIME & DATE OF PUBLIC HEARING: Wednesday, October 15, 2025 — 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.southoIdtownny.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 so 40 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-uipon 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,Aisting 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# 107 _3 -11.6 PROJECT NAME Kevin Keyser 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,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: ❑ Nature and extent of action: additions &alterations to existing dwelling, raise dwelling to FEMA height proposed pool patio and pool attached and at height of first floor of house raise existing barn to first floor of house so 0 Location of action: 1356 Grand Avenue, Mattituck Site acreage: 1+ acres (adjacent lot 1 acre) Present land use: existing house Present zoning classification:R-40 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: Kevin Keyser (b) Mailing address: 1356 Grand Avenue, Mattituck (c) Telephone number: 917-776-5238 _ Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No❑✓ 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 raising existina house for FEMA compliance and avoid future flooding. additions & alterations to existing house, with attached patio and pool all above flood level raise existing barn (FEMA level) and first floor of house all new structures connected/attached raise existing barn 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❑✓ Not 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❑ Not Applicable all construction consolidated and extensive landscaping proposed around the elevated FEaAcampliant structures. 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 0 Yes ❑ No ❑ Not Applicable alhstructures raised out of flooding risk`_____ Attach addtonalsheets if necessary __ Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section IH —Policies Pages 16 through 21 for evaluation criteria ✓❑ Yes ❑ No I ro]Not Applicable new IA sanitary system north of proposed and existing structures ttach-a-daitional 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 17] Not Applicable Attach additional sheets ifnecessary 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 Z Not Applicable 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. s ❑Yes ❑ No ❑✓ 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. ❑ Ye❑ No 0 Not Applicable Attach additional sheets if necessary PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631) 765-4330 Fax: (631) 765-4643 Betsy Perkins Paralegal Madison Messina, Paralegal September 30, 2024 Board of Town Trustees Town of Southold PO Box 1179 Southold,NY 11971 rSEP E I V RE: 1356 Grand Ave. Mattituck(Keyser) 3 0 2024 ' SCTM: 1000-107-3-11.5 House addition/renovation with pool and barn SeW WTaMm Dear Board members: ftdaT"�° Enclosed is a Wetland Permit Application and a check in the amount of$1,250.00 made payable to the Town of Southold. The new application is for alterations and additions to the existing house. Enclosed: A. survey (4 prints)with proposed structures shown(in color) B. A planting plan(1 original & 3 copies) C. sanitary plan(4 copies) D. full construction drawings (4 sealed sets) The purpose of the project is to 1. Bring the house into conformity with FEMA requirements and 2. Preserve the existing house with additions & alterations made to the existing house. The existing barn will also be made FEMA compliant. To meet all the zoning requirements and conform to FEMA, the barn and the pool will be connected to the raised patio. The connected house,patio/pool and barn will be surrounded by lush landscaping. My client is a landscape designer, and he has provided a planting plan for the proposed landscaping. A new sanitary system will be installed on the north side of the property, well outside the Trustee's jurisdiction. The sanitary plan is included for your information only. Thank you. V 1 s, i is C. Moore Encls. HOUSE CONCRETE COLLAR Fti. 6.3' WATER TIGHT FRAME 8 COVER aTM"w•'W O•^' W/APPROVED LOCKING DENCE �'�ay.w'.ura STOPPER END PLUG CONCRETE COVERS 8 SECONDARY SAFETY UDS .sr..sa..a..r�......r..aaaaA,.wc.wrc°a.a,o,+nn�n TMDi�w BELOW GRADE .ssr..rc..�.i......r..r.......wwvn r..w..n.r.,. E. EL 8.5' FINISHED GRADE EL 8.5' (INVERTNrarrwvra..a...a.r,..,r sw..rw.a.A«rwrw...w rr -rsruc,-.�ra:-. w a .ar.ra.,�•r,vru..rr.ir,.++•w.r.0 BARN .0 8'min. 1'M/N. I D � �SUBSEC ARIN � {SOR PIPE 2' _, - - N QFMI OJT I.E. I.E. s`:r,rNrra.rr W rrrwrrrr.rr.a nrr r»a.w.A....a 6.E. 6.4' kE LOCKING COVER DETAIL 1/4-PER FOOT MIN.PITCH FLOW 1/W PER FOOT MIN. 1. .2'-0' N.T.S. .'�.r ,M ��^te r""•,M `a.,"'ra'e', MIN. 4-DIA.SANITARY PIPE PYC WASTE LINE " LINE REWOTE-C MET&PANEL SDR 35 (INVERT FOR �� .. Z V/NPDO COWRESSOR R,Rwwlr.ar°vm. BARN 6.5') g EL. 3'-O' [6]2'DEEP LEACHING GALLEYS — — — ,0• [J]2'DEEP EXPANSION GALLEYS y PRCPCEED EL. 2.5 xxa a• `=: °"":»a:m`a«"`w::.;:,".= "'��'" .m_:."m°"v-;�;» a HYDRO-ACDw HEGw HIGHEST EXPECTED �O1•"` 14: ..Trw..»wDw„r,.,.,.wry«,ro...r.+"�>..>...,wa.�>«.,M,.... 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[3] EXPANSION GALLEYS U gW N Ol m 3S ELF 22 KMV. r � a�� J) O No Sma LL_ N m V/(RAVEL �'' r' _�L (Sp) r3 4 �°f m TEST RILE DI RIK DY • .e' +. o..0 / W a a fti SHAVN M.DARR[N MS. D.w., _�.: ;,. �;,r , 7 s c/) (READVATER ENCOUNTERED 35' '?� p DELOV SERFAGE GRADE �•F r.�--: ;r•'' \ KEVIN KEYSER ;! ,;- ;• '-, ••.,.�= �, '' 1356 GRAND AVE. MATTITUCK, NY SCTM# 1000-107-03-11.6 & 11.7 AREA FOR HEALTH `o �ttreSv �" DEPARTMENT APPROVAL STAMP ` t // n, .:1, A ,,,sr,.r-•'+" r.'vy_.•. } HOUSE W 30�.\1 �.. mom`., ELEC. N65a.32' .`.:a 4a'4,.. +t, �• PANEL � .. T '� ;4'1"1"`{,�!:?M.... •� D y ! %� AINCRON BIO BELOW El GRACE IN D . 10_ SPRINKLER BOX AAIP BREAKER DRAWN BY:JF I JP BILL OF MATERIALS SEPTEMBER 9,2024 5 .,F `• e•f a~ EXISTING CONTOUR TO I 2 AWC OF MIRE SCALE:AS NOTED m �A(� i a REMAIN a.ax wR s BO CONDUIT SCH ( ^` PROPOSED Z �1y1D� 1D��s CONTOUR \\ EXISTING SHEET NO: c N `CONTOUR TO BE NYLMOACnLW USA m REMOVED coraTRa PANEL SITE PLAN ICEY �s _ ELECTRIC RISER DIAGRAM 1 SANITARYSYSTEM+200 FEETTO WETLANDS LINE D.a,ik Ar SCALE- r-3o• -' N.T.S. w SURVEY OF CERTIFIED TO:KEVINX. KEYSER FIDELITY NATIONAL TITLE INSURANCE CO. DESCRIBED PROPERTY JPMORGAN CHASE BANK, N.A. SITUA TE A T MA TTI TUCK JOB NO.:2021-122 TOWN OF SOUTHOLD MAP NO.: SUFFOLK COUNTY, NEW YORK FILED: pF NFL,Y S.C.T.M. DIST 1000 SEC.: 107 BLK.:03 LOT 11.6& 11.7 REVISIONS: ADD CERTS 4/12021 C,� �`d W H SHOW PREVIOUS TAX LOT DIVISION 15 8 0 15 30 45 60 75 90 105 120 135 ADD"CEDAR LANE"4/12021 i LOCA TE WETLANDS 62621 SCALE: 1"=30' DATE:MARCH 23, 2021 ADD FLOOD ZONE DATA,TOPOGRAPHY, PROPOSE POOL A CROSS SECTION. TEST HOLE 12/1121 REV.POOL TO MEET 75'WET S/B 1/622 PLOT SETBACKS ON VACANT PARCEL 12/522 -- LO T AREA:89,899 SQ.FT =2.064 ACRES PLOT SETBACKS ON IMPROVED PARCEL 6/1423 ADD ADDPL S/Y OFFSETS FOR EX.DWELLING 10/1723 �i1 4' PLOT PROPOSED ADDITIONS O � ' A SITE PLAN 4 ELEVA Q TIONS HEREON REFER TO NA VD 1988 REV,PROP DWELL, •/,ADD LOT COV CAtCS 5824 LOC.U/G M/O 61324 REVISE SITE PLAN 82024 )LAND SV CURRENT ZONING:R-40 CORRECT PA TIO OFFSET TO WETLANDS 9/1924 ALLOWABLE LOT COVERAGE: 17,980 SQ.FT. =20% (STING LOT COVERAGE: 1,821 SQ,FT. =2.0% JEFFREY W. HADERER L.S. PORTION TO BE REMOVED: 160 SQ.FT. NYS LIC. NO.:050538 PROPOSED ADDITIONAL: 1,532 SQ,FT• PROPOSED LOT COVERAGE:3,193 SQ.FT. =3.6% FLOOD ZONE BOUNDARIES HEREON AS DEPICTED AND SCALED FROM THE F.E.M.A. FLOOD INSURANCE RATE MAP MAP NO.:36103CO143-SEPTEMBER 25, 2009 ALL PROPERTIES WITHIN 150'OF SUBJECT BOUNDARY ARE TWINFORKS /� LAND SURVEYING IMPROVED AND SERVICED BY PUBLIC WATER UNLESS NOTED AS VACANT SUCCESSOR TO HANDS ONSURVTYING,MARTIND.HAND L.S, 188 W.MONTAUK HIGHWAY, UNIT E3 // HAMPTON BAYS,NEW YORK 11946 (V) 631-369-8312- (T)631-369-8313 "' emaiL•twinforkslandsurvey@ ahoo.com o COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING ci;, THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE / 9 CONSIDERED TO BE A VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE. MERCY OF / m �Np NOWT R FOR" / --, --- K►MB G ` MON N 79°4 445"f G. 'HIV, li 8 - _ �0 -- .------- - t�L .._-.____ __ ____________^^^ Nam\ � ____ ------- - RIGHT-OF-WAY 146 / \ ------- ` ----- ----- - STONEDR/VEWAY "CEDAR LANE"- 3°5040"E . ,to5.00 / �`�\oF \\ `` _ -_ -- 6 STAKE SETj // / �Fyq \\ .�' �]-l01'u fovir] C73:3 ----- - _________-- / ----�` NYTi1� RHEADWIR --------------- YT t o-2 BOP,T(�Ot TTf1St!'?S LINE OF PLANTED ARBORVITAE o r " O40 N 116.57' CONC.MOAT 33.33 / N mz / P \ 9 < r—n + / cD // N T -n `� \�\ \ 0'S' Ott` F� 01-11 o ` ?' 1 66.2' EP 1 T�� 88.6' Goo X ��to m n I / 5s 6.3' z vp 2p 0 LYG ELEC.LINE 1 " n + ` 42 1/ 106' / ' 1 54.8 --- PRGH�� �RPPt�6°�ER�O lee ,(OF OR FORMESK� p NOS 1E M X n �N� N 65°30 0 4°30p0 \N T K SET 24.3�AKESET _ , ' - �E c N J i /A g g 6p fl0 STA011 So KES m a1 :-Ap IRES o��'20 `\ 't^►. / s��` ' //, !•' V ~ WA r CVERNE _ - STONEDRIVEN'A�;/ FENCE03 S w :'^ / 'r GNAIN�IN iEBORDER ONCRE sTAK G� t slogR \ y /f/, NE�s MgU1DISC 5 o Rev OF N��� �N�� ^ 53 o ME < / /• C \m OR FO EIS o ` /' /, EL:6.0' Np NO pp,�11D /` /• SILTY SAND WI GRAVEL (SM) SAN W/XED GRAVELD PROPOSED POOL CROSS SECTION / (SP) -3.5'EL:2.5'H.E.G.W. EASEMENTANLYORSUBSURFACE STRUCTURESRECORDEDOR WATER IN UNRECOROED ARE NOT GUARANTEED UNLESS PHYSICALLYEVIDENT AT THE PROPOSED GR iIMEOFSURvEY DE ,' EL:10.5` MIXED SAND THE OFFSET(ORDIMENSIONSISHOWN HEREONFROMTHARESORTOPES TOTHE W/GRAVEL PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO------------- -------- -PROPOSED 9'X 51' INS ------------------------------------------ GUIDETHE (SP) 11 0' ERECHON OF FENCES,RETAINING waus,Paats,PA nos PLURRES ARFAS,ADDITIONS TO 9UILOINGS AND ANYOTHER CONSTRUCTION SWIMMING POOL TEST HOLE BORING BY UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS AVIOLATION OF SHAWN M. BARRON M.S. EDUCANa�°THEN wroRKSTATE I M12021 COR S OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR (VERIFY WIDTH WITH ARCHITECT/POOL CONTRACTOR) 2 01 GROUNDWATER ENCOUNTERED 3.5' EMBBOSSED EAL SHALL NO BE CONSIDERED EGOPY BELOW SURFACE GRADE GEN'FKU TIONS INDI°A TED HERON SHALL RUN ONLYTOTHE PEREON(S)FORWHOMTHESURVEY 0 ND WATER EL.2.5' IS PREPARED AND ON HIS BEHALF TO THE TITLECDHPANY GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TOTHEASSIGNELDOFTHELENDING)N - TUiION CS''I ARE NOT TRANEFERBL 5 TO ADDITIONAL INSTITUTIONS OR SU EOUENT OWNERS SURVEY OF CERTIFIED TO:KEVIN X KEYSER FIDELITY NATIONAL TITLE INSURANCE CO. DESCRIBED PROPERTY JPMORGAN CHASE BANK, N.A. SITUATE A T JOB NO.:2021-122 MATTI TUCK MAP NO.: TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK FILED: ,��pF NEtV P S.C.T.M. DIST. 1000 SEC.: 107 BLK.:03 LOT 11.6& 11.7 REVISIONS: �P G . , W'ADD CERTS 4/12021 H SHOW PREVIOUS TAX LOT DIVISION ADD"CEDAR LANE"4112021 (� w 15 8 0 15 30 45 60 75 90 105 120 135 LOCATE WETLANDS 62621 SCALE: 1"=30' DATE:MARCH 23, 2021 ADD FLOOD ZONE DATA,TOPOGRAPHY, y PROPOSE POOL&CROSS SECTION. Is TEST HOLE 12/1121 REV.POOL TO MEET 75'WET S/B 11622 � PLOT SETBACKS ON VACANT PARCEL 12/522 LOT AREA:89,899 SQ.FT. -2.064 ACRES PLOT SETBACKS ON IMPROVED PARCEL 611423 — ADD ADDT'L S/Y OFFSETS FOR EX.DWELLING 1011723 ©Q- PLOT PROPOSED ADDITIONS q, 24 ELEVATIONS HEREON REFER TO NAVD 1988 REV.PROP DWELL, W LL p j3a ROC U G WO 61324ADD LOT COV CALCS 5/824 Q REVISE SITE PLAN 82024 -AND CURRENT ZONING:R-40 CORRECT PATIO OFFSET TO WETLANDS 911924 ALLOWABLE LOT COVERAGE: 17,980 SQ.FT. =20% JEFFREYW HADERER L.S. EXISTING LOT COVERAGE: 1,821 SQ.FT. =2.0% PORTION TO BE REMOVED: 160 SQ.FT NYS LIC. NO.:050538 PROPOSED ADDITIONAL: 1,532 SQ.FT. PROPOSED LOT COVERAGE:3,193 SQ.FT. =3.6% FLOOD ZONE BOUNDARIES HEREON AS DEPICTED AND SCALED FROM THE F.E.M.A. FLOOD INSURANCE RATE MAP MAP NO.:36103C0143-SEPTEMBER 25, 2009 ?'WIN FORDS ALL PROPERTIES WITHIN 150'OF SUBJECT BOUNDARY ARE IMPROVED AND SERVICED BY PUBLIC WATER / LAND SURVEYING UNLESS NOTED AS VACANT / SUCCESSOR TO HANDS ON SURVEYING,MARTIND,HAND L.S. I88 W.MONTAUK HIGH WAY, UNITE3 / HAMPTONBAYS,NEW YORK 11946 (V) 631-369-8312- (F)631-369-8313 email:twinforkslandsurvey@ ahoo.com 6 COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING t THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE cn / CONSIDERED TO BE A VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE. m MEFLY OF / LAND MB R R.PROKDP K► ---- / _f--"�a7' / 'm \,.�J _ 0 MON. G o N79°4545"E 150.6B' --"""^ __----------; �p85' \ 2 _- ------' i Ak ------ n m $ -------------------- STONEDRIVEWAY "CEDAR LANE"-RIGH7-OF-WAY °50 40"E 146 �p5.00 ~ ��F ��1\ �� -'--L V ------- ° 63. 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NSIOR � / V �\ o J�s e�"5 s149 G m RFO S o /, EL:6.0 C z NOVA Ov�o LEA T / SILTY SAND I''I1 \,ptA op // W/GRAVEL y (SM) / MIXED SAND / W/GRAVEL ) PROPOSED POOL CROSS SECTION / (SP -3.5'EL:2.5'H.E.G.W. EASEMENTANLYORSUBSURFACE STRUCTURES RECORDED OR WATER IN UNEARENOTGUARANTEED UNLLESSSS PH-PHYSICALLY EVIDENT AT THE PROPOSED GRADE T EEOFFSFR,oaDMENSIONS,SRG�N MIXED SAND HEREON LfNESESTRUCASPE FITHE EL:10.5' W/GRAVEL PURPOSE ND SA REFORASPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED GUIDE THE ERE S,TOOTS, RETAINING -11.0' WALLLS,POOLS PATIOS,PLANTING AREAS,ADDITIONS TO BUILDINGS .(� PROPOSED 9 X 51 ANDANY OTHER CONSTRUCTION. d SWIMMING POOL o TEST HOLE BORING BY UNAUTHORIZED ALTERATIONORAIDATO TO THIS SURVEY IS A VIOLATION OF SHAWN M. BARRON M.S. SEC ON THEN WYORK STATE 1--. EDUCATIDONONLA LAW 12/9/2021 COPIES OFTHIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR 8"(VERIFY WIDTH WITH ARCHITECT/POOL CONTRACTOR) 2 01 GROUNDWATER ENCOUNTERED 3.5' ORF LOHILEC�r°'BED"SI°ERE° °ERTF NSINDIGBELOW SURFACE GRADE ONLYTOTHEP ATEDHE—PIIALLRu" 5)FORVIkIOMTHE SURVEI' IS PREPARED AND ON HIS BEHALF TO IHE GROUNDWATER Et:2.5' TITLEGaMPANY,G°VERIM<NTALAGENGYAND LENDING INSTITUTION(ISTEO HEREON,AND TO THE ASSIGNEES OF THE LENDING INS'TI- "'C'CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SLPSEOUENT OWNERS INDEX to DRAWINGS ARCHITECTURAL DRAWINGS K-1 INDEX to DRAWINGS PROPOSED SITE PLAN LOT COVERAGE CALCULATIONS K-2 PROPOSED 1st FLOOR PLAN —� Outdoor shower EXTERIOR WALL SECTIONS FINISH SCHEDULE ' Pool W/C and LAVATORY LOT COVERAGE CALCULATIONS FINISH SCHEDULE KEY INSULALTION SPECIFICAITONS K-3 PROPOSED 2nd FLOOR PLAN LOT AREA 49 746 sqft DOOR SCHEDULE EXISTING BARN PERMISSIBLE LOT COVERAGE 9 949 sgft DOOR NOTES PROPOSED LOT COVERAGE : K-4 EAST ELEVATIONSOUTH ELEVATION EXISTING BARN 403sgft WINDOWS & EXTERIOR DOOR SCHEDULE RAISE BARN SO THAT PEEK POOL 486sgft WINDOW NOTES OF ROOF IS ROOF SECTION NO MORE THAN 22'ABOVE GRADE o HOUSE 1,912s ft o q K-5 WEST ELEVATION & NORTH ELEVATION a BASEMENT PLAN with ELECTRIC X PATIOS 2,590sgft HEIGHT of HOUSE 0 N STAIRS 506sgft K-6 ROOF PLAN Ml° 0 CRUSHED STONE DRIVEWAY PLUMBING RISER DIAGRAMS TOTAL PROPOSED LOT COVERAGE 5 897 sgft K-7 SECTIONS & INTERIOR ELEVATIONS MIO Mi lgMYtY LESS THAN PERMITTED = OK K-8 DETAILIS K-El ELECTRIC PLAN - 1st FLOOR ELECTRIC SYMBOL KEY i ELECTRIC NOTES SEE K-5 for BASEMENT ELECTRIC Mlp K-E2 ELECTRIC PLAN - 2nd FLOOR ELECTRIC SYMBOL KEY 15' �� o• Mi ELECTRIC NOTES STRUCTURAL DRAWINGS II S-1 FOUNDATION PLAN & FOUNDATION DETAILS — PAD FOOTING DETAIL 1) wo°oY w �n � �• w �w I Mi _ II S-2 SLAB CONTROL JOINT PLAN w� ar w °"'" IwOiY ii FOUNDATION AT GARAGE DOORS & DOOR DETAIL mYr M I S-3 COLUMN & BEAM CONNECTION DETAILS 1st FLOOR FRAMING PLAN G o - "- BALCONY DETAILS . p YM�YM 1. S-4 2nd FLOOR FRAMING & LOWER ROOF FRAMING PLAN m� FLITCH BEAM DETAILS UPPER ROOF FRAMING PLANS S-5 RETAINING WALL DETAILS P t POD FOUNDATION DETAILS SFP 3 0 2024 S-6 FRAMING NOTES STRAPING DETAILS N O CHANGE �..._._.__._ ALSO ENCLOSED ARE TWO SIGNED & SEALED COPIES OF A SURVEY of N PROXIMITY the PROPERTY BY TWIN FORKS LAND SURVEYING TO WATER INDEX to DRAWINGS PROPOSED SITE PLAN LOT COVERAGE CALCULATIONS 10 Wg��pNg g�FFER SRED A ,DOUGLAS, y 304 14 J U LY 2024 NEW e 3 23'21 gNCRg�\Ng os REVISIONS: RENOVATION & ADDITION to pRCPgR�� �\�g 1356 GRAND AVE, MATTITUCK, NY 11952 MAP # 1000 - 112- 01 - 3.1 C DOUGLAS PEIX ARCHITECT PERMANENT DOCK P.O.Box 1444 P-1 PROPOSED SITE PLAN a. MATTITUCK, NEW YORK 11952 ,� 11 PLAN 1 , 500 �J f t EXISTING HOUSE Phone: 646-643-9888 K-1 SCALE:1/16 = 1 0 NORTH doug@dougpelx.com path: [DESKTOP/pc I'k saved (h:) ::: Keyser FILING SET 12 m 24.dwg] TO BE RENOVATED FOR BIDDING ONLY i _. FINISH SCHEDULE K EYSER HOUSE 1357 GRAND AVE., MATTITUCK, NY 11952 FINISH SCHEDULE SPECIFIC NOTES MARVIN ELEVATE CATALOGUE Technical Specifications MARVIN ELEVATIONCOLLECTION 104 pages long. TWO VELUX W A L L S CEILING 1 ALIGN NEW FLOORS w/ THAT OF STAIR LANDING. SKYLIGHTS MATERIAL BASE DOOR WINDOW CROWN SPECIFIC 2 FLOORS OF THIS SPACE TO BE FULLY SOUNDPROOFED. NEW HARD WOOD FLOORING # FXG 465465 Rm # ROOM NAME FLOOR NORTH EAST SOUTH WEST BOARD CASING CASING NOTES (WIDE Plank) TO BE NAILED DOWN ON TOP OF PRIVACY HARDWOOD UNDERLAYMENT 49-1/2" PORCELAIN WOOD MCB525 MSC175 MSCJ75 3 1/8" THICK w/ A REINFORCED FABRIC FACING ON TOP. SPACES BETWEEN FLOOR SQUARE 1 GWB GWB - - TRIMMED 7 8' x 7/8 n. - SQUAROUTSIDE ENTRY TILE STRIPS 4" HT. 1/3/4" 1-3/4 JOISTS TO BE FILLED IN SNUGGLY WITH SOUND ABSORBING MATERIAL. _ CURB SIZE PORCELAIN WOOD MCB525 MSC175 MSC,1 '�75 — 3 KITCHEN TILE STRIPS 1-34 3 FIRST FLOOR FLOORING TO BE PREPARED FULLY FOR SOLID, CONTINUOUS SUPPORT 2 GWB GWB GWB GWB TRIMMED 7/8' ' SO THAT PORCELAIN TILES ARE WELL SUPPORTED AND WILL REMAIN TRUELY —�-�\ � 4 HT. 1-3/4 / N PANTRY PORCELAIN MCB525 MSC175 MSC,175 3 SEATED AND ALIGNED WITH NO SQUEAKING OR SUBSIDENCE. + + + + FRONT 3 HALL TILE GWB GWB GWB GWB GWB TRIMMED 1/3/4" 1-3 4�' — ____ _ PORCH #P1 / 4 PROVIDE 4" THICK, REINFORCED CONCRETE SLAB AS SUPPORT FOR PAVERS. I I - 0 �1 STORAGE PORCELAIN MCB525 MSC,175 MSC175 - 3 5 PARTITION BETWEEN LR & MBR TO BE THOROUGHLY SOUND PROOFED. 9 4 CLOSET TII F GWB GWB GWB GWB GWB TRIMMED 7/8 �� , 1-3/4' c CLlll\A11710 CI nnO lA/Al 0. nCu IkIfl L. TII Cf1 Z PORCELAIN MCB525 MSC175 MSCj75 3 7 CEILING TO BE 4-1/2" PINE BOARDS, WHITE WASHED WHITE. I I 5 LAUNDRY TILE GWB GWB GWB GWB GWB TRIMMED 7/8' �S, 1/3/4' — I I � 4 HT. 1-3/4 LIVING PORCELAIN WOOD MCB525 MSC175 MSCa75 J KITCHEN #2 6 ROOM TILE GWB GWB GWB GWB STRIPS TRIMMED 7/8' x 1_8� /4)' - 3,5, 7 POWDER PORCELAIN MCB525 MSC,175 MSCj75 I I - 7 ROOM TILE GWB GWB GWB GWB GWB TRIMMED H T. 1/8 7/8/4)' -1-3 3 ❑ STAIR PORCELAIN WOOD MCB525 MSC175 MS8,17� - 3 8 GWB GWB GWB GWB TRIMMED 7/8" I I n � 36 I I HALL TILE STRIPS 4" HT. 1-3/4�' -3/4 -- -- J / \ I I MASTER PORCELAIN MCB525 MSC175 MSC175 75 + I I 9 BEDROOM TILE GWB GWB GWB GWB GWB TRIMMED 7/8' � 7/8 ' - 3,5 I I 4 HT. 1-3/4 /4 MASTER PORCELAIN MCB525 MSC175 M Ca75 6 3 + I I 10 GWB GWB GWB GWB GWB TRIMMED 7/8' 1/ss ) _ ' MGMAM ENTRY #1 1 1 BATHROOM TILE 4" HT. 1/3/4' -3/4" LIVING ROOM #6 MASTER PORCELAIN MCB525 MSC175 M�C]75 3� 11 GWB GWB GWB GWB GWB TRIMMED 7/8' x 7 8 )L - CLOSET TILE 4" HT. 1/3/4" -3/4 I I + ------------- MECH. MCB525 MSCJ75 M Ca75 + 36 OVENS STAIR TREADS to be 12 ROOM PAVERS GWB GWB GWB GWB GWB TRIMMED 1/8j�„ 1-3/4� — ,> FRIG I I SINGLE PIECES of WOOD WOOD STRIP MCB525 MSC175 MSC 75 _ 1 2 + ; I I 3-1/4" THICK, 36" long 13 LANDING FLOORING - GWB GWB GWB GWB TRIMMED" HT. 1-3/4�' 1/3/4�' BACK + PANTRY I j 13-1/2" deep MCB525 MSC 7 EAST WOOD STRIP CATHEDRAL 1 5 MSCa75 2 PORCH #P2 + Q HALL #3 O3 ENTRY 4 STAIR I I ; RAILING to be 4" TEMPERED Aiq 14 BEDROOM FLOORING GWB 2GWB GWB GWB WOOD TRIMMED 1/8%4' 1-3/4� - + a- CL• #7O WELL #8 j I I GLASS, bolted to ends EAST PORCELAIN MCB525 MSC,175 M Ca75 I I 15 GWB GWB GWB GWB GWB TRIMMED 7/8' x„ 7 8/4)' - 2 I BATHROOM TILE + I I I of the TREADS kQj 13-1i2" dee WEST WOOD STRIP CATHEDRAL MCB525 M/8' M/8 yh _ FINISH SCHEDULE GENERAL NOTES I I I p 3�� 16 BEDROOM FLOORING GWB GWB GWB GWB WOOD TRIMMED 1/8' 4' 1-3/4� 2 16 STORAGE I 1 I RAILING to be 4 TEMPERED / CLOSET #40 1 I I I GLASS, bolted to ends WEST PORCELAIN MCB525 MSC175 MSCa75 17 GWB GWB GWB GWB GWB TRIMMED 7/8' x 7/8 - 2 (ClA> + L UNDRY #5 I j I 36", also PROTECTING BATHROOM TILE 4" HT. 1-3/4" -3/4 A FIRST FLOOR FLOORS ARE TO BE SHIMMED & BLOCKED SOLIDLY BELOW TO PROVIDE + + T POWDER O I I I LANDING EDGE. FRONT 36" SQUARE A FIRM, SERCURE BASE FOR THE PLANNED FINISHED FLOOR. + SACKING 1 I I P1 CONCRETE GWB 4 WASHER & PORCH B THERE WILL BE NO CROWN MOLDING IN ANY SPACE. + TRASH DRYER 14 RISERS ® I I I TREADS SUPPORTED BY PAVERS + CLOSET #A + 7.57" each I ► CENTERED SPINE OF WOOD P2 BACK 36" SQUARE GWB C THE VAPOR BARRIER IN ALL EXTERIOR WALLS SHALL BE AGAINST THE OUTER + 01 floor o floo I I PORCH CONCRETE 4 SURFACE OF THE SHEET ROCK or OTHER INTERIOR WALL MATERIAL. ---------- PAVERS D STAIR FABRICATOR TO SUPPLY SHOP DRAWINGS OF STAIR & + ---------- RAILING FOR APPROVAL BY THE ARCHITECT. + O © E WEST SIDE OF LR TO HAVE A CONFIGURATION OF DWARF PARTITION OR FULL HT. 5 AFIMASTER DRESSING # 12 N WALL TO ACCEPT ELECTRIC AND PROJECTOR TV EQUIPMENT. CLOSET #13 FINISH SCHEDULE KEY + + B1 BASEBOARD — MCB525, TRIMMED TO 4" HEIGHT. + ° ° MASTER BEDROOM #10 DC1 DOOR CASING — MSC175 + ® WC1 WINDOW CASING — MSC175 + 0 + MECH. MASTER BATH #11 MS MISC. TRIM + ROOM #13 GWB GYPSUM WALL BOARD, 1/2" THICK OR 5/8" THICK + O EXISTING WSF WOOD STRIP FLOORING — 7" WIDE BOARDS, WHITE OAK, FINISHED IN HEARTH + SHOWE PLACE w/ CLEAR POLYURETHANE, ONE SEALER + TWO COATS. _ 4'8"x5'11" 0 �] o EXCLUSIVELY ON 2nd FLOOR. + ESP EXTERIOR STONE PAVING — 36" SQUARE CONCRETE PAVERS TAL—LA156Eff PT PORCELAIN TILE - TO BE SELECTED PROPOSED 1st FLOOR PLAN SUPPORTED off 14 13 12 11 OPEN SLAT MAHOGANY FOUNDATION WALL to PROVIDE FLOOR; SEE DETAIL BALCONY ACCESS NEW EXISTING BOARDS 3-1/2" X T WT1 WALL TILE - MASTER BATH - TO BE SELECTED EXTERIOR WALL SECTIONS EXTERIOR SPACED 3/8" APART " . rp--,*"� 1st FLOOR PLAN - PROPOSED WALL WT2 WALL TILE — EAST BATH — TO BE SELECTED FINISH SCHEDULE '� EXISTING K-2 SCALE: �" _ �1O" I PLAN WT3 WALL TILE — WEST BATH 4 NORTH E+ + + EXTERIOR WALL WT4 WALL TILE — WEST BATH INSULATION STANDARDS GISTE+ NEWLY FRAMED E 1 N 2x6 STUDS J 001, 12"EXPECTED ROOF THICKNESS PT PORCELAIN TILE - FLOOR TILE FOR 1st FLOOR. SET ON SOLID, INTERIOR PARTITION PORCELAIN TILE — FLOOR TILE FOR 1st FLOOR. SET ON SOLID, co OLD WALL 1 " ZONE FOR HVAC DUCTS FRAMED IN 2x6 EXTENDED ` �s m & 2x4 STUDS APPROX. KBS PORCELAIN TILE UP 2'6" t� INSULATION STANDARDS w YOR 14 J U N E 2024 INSIDE INSIDE OUTSIDE (n 3�: 24` � 1 2`GWB or PLASTER t 2`GWB or PLASTER ROOFING W Z �— — ,,2•GWB or PLASTER REVISIONS: R21 INSULATION R21 INSULATION YWOOD UNDERLAYMENT• `P YWOOD UNDERLAYMENT` L wMlsnus2-s/a•�-�/�' SHINGLES Dasw ws2-s/az�-f/2" SHINGLES or STUCCO R40 INSULATION � 0 WALL SISTER 2x6 STUDS AGAINST EXISTING SISTER 2x6 STUDS AGAINST EMS7INO CGWBSECOND OUTSIDE TWALL REDUCE SPACING TO 12`STUD OUTSIDE TO REDUCE SPACING TO 2x6 STUD FLOOR ROOF FRAMING AS EEPE(j LEVEL. RENOVATION & ADDITION to 1356 GRAND AVE, INSIDE DT UCTUSRAL ENGINR S SECTION th ru SECTION th ru MATTITUCK, NY 11952 MAP # 1000 - 112- 01 - 3.1 EXISTING NEW SECTION th ru EXTERIOR WALL EXTERIOR WALL ROOF SECTION THRU SECOND FLOOR DOUGLAS PENARCHITECT R40 INSULATION UNDER 1st FLOOR FIRST FLOOR P.O.Box 1444 SHOWING HEIGHTENING MATTITUCK, NEW YORK 11952 Phone: 646-643-9888 & FLAT ROOF doug@dougpeix.com FOR BIDDING ONLY path: [DESKTOP/pc/k saved (h:)::: Keyser FILIING SET 12 m 24.dwg] 777 i K E YS E R HOUSE 1357 GRAND AVE., MATTITUCK, NY 111952 INTERIOR DOOR SCHEDULE ALL INTERIOR DOORS+ MECHANICAL ROOM DOOR+TRASH CLOSET DOOR. 12 MAY 2024 DOOR # ROOM NAME HAND WIDTH HEIGHT HARDWARE TYPE THREASHOLD NOTES METAL 1 MECHANICAL ROOM #13 LH 36 8'0" PASSAGE w/ SADDLE KEYED CYLINDER METAL 10 TRASH CLOSET # RH 36 810" PASSAGE SADDLE ROOF 2 LAUNDRY #5 LH 34" 8'0" PASSAGE 3 STORAGE CLOSET #4 LH 34" 8'0" PASSAGE 4 ENTRY CLOSET #7 RH 30" 810PP PASSAGE 5 POWDER ROOM #9 RH 24" 8,0„ PASSAGE + PRIVACY LOCK 6 MASTER BR. #10 RH 34" 7 2" PASSAGE + HEIGHT FAUED PRIVACY LOCK FIXED SKYLIGHTS 7 MASTER CLOSET #13 RH 34" 7'2" PASSAGE ROOF Zk,F F+ 8 MASTER BATH #11 " 7,2pp PASSAGE + + + + + + LH 34 PRIVACY LOCK 9 E BR CLOSET #15o LH 24" 7'2" PASSAGE 18 � 18 � 10 E BR CLOSET #15b RH 24» 7P21. PASSAGE 30 31 FLOOR SOUND- 1 EAST BATH #16 LH 32 7 2 PASSAGE + PROOFING + PRIVACY LOCK + + + 18 FLOOR SOUND- PASSAGE + PROOFING + + UPPER PORTION of 12 WEST BATH #18 RH 32. 7 2 PRIVACY LOCK 29 32 ROOF + + LIVING ROOM #7 13 WEST BR. CL. #17b LH 24" 7'2" PASSAGE + + 18 B 33 STAIR + 28 00 STAIR o + + 14 WEST BR. CL. 17a 1_0 WELL #8 PC WELL #8 # RH 24 7,2,E PASSAGE BELOW �� + + + + 18 A 34 + + 15 WEST BR. #17 RH 32" PASSAGE + 7'2" PRIVACY LOCK 27 + + 25 26 FLOOR SOUND- + + + 16 EAST BR. #15 LH 32" 7,2„ PASSAGE + PROOFING + PRIVACY LOCK , + ---------- --- + + + + PASSAGE + LOUVERED 3 SHUTTERS SHUTTERS 17 MECH CL. #16 LH 32 7 2 11 N IL �� O LANDING #14 a = zwl = Z DOOR (P�-2PLAN of STAIR TOWER o o _ o w> rx �mJ1 0 # ROOM NAME HAND WIDTH HEIGHT HARDWARE TYPE THREASHOLD NOTES I- = Q I1- W 0 9 OWNER TO SUPPLY K-3 SCALE. 4 - 1 0 � o 0 I w MURDER BED �� �� w Q I- I a z wMECH. CL. #15a. BUILDER TO INSTALL #14a a WEST BR #17 CL CL E EAST BR #15 PROPOSED 2nd FLOOR PLAN ROOF #17b #10b UPPER PLAN of STAIR TOWER I 13 on o I SEP _S2t I BATH #18 BATH #16 DOOR SCHEDULE 22 I So:�Uia!�i To�cn "c ofTei ^.rs DOOR NOTES rGISTIF J 0 o UIF G! 9 en OPEN OPEN SLAT MAHOGANY FLOOR' REE DETAII BOARDS 3-1/2" x 3/4" �aa' X Ill CHIMNEY SPACED 3/8 APART BALCONY y fi 24 23 1 a 21 � 1 O1 �'�,�o� VFW 14 JUNE 202E YORE rp__1 2nd FLOOR PLAN - PROPOSED EXTERIOR + + EXTERIOR WALL INTERIOR PARTITION K-3 SCALE: 4" = 1 1�11 N RTH WALL + + + + NEWLY FRAMED FRAMED I 2x6 REVISIONS: EXISTING + + 1N 2x6 STUDS & 2 SUDS RENOVATION & ADDITION to 1356 GRAND AVE, MATTITUCK, NY 11952 MAP # 1000 - 112- 01 - 3.1 DOUGL.AS PEIX ARCHITECT P.O.Box 1444 MATTITUCK, NEW YORK 11952 Phone: 646-643-9888 doug@dougpeix.com ' FOR BIDDING ONLY path: [DESKTOP/pc/k saved (h:)::; Keyser FILIING SET 12 m 24.dwg] j -------------------------------- ---------------------------------------- — -- ------- 35 PITCHED ROOF ABOVE GRACE STAIR BULKHEAD 34 35 FIXED YEMOTELJ FIXED /OPERABL PITCHED ROOF L33 32 STONE CLADDING 31 PITCHED ROOF rl ll ! 1 I1 I 1 ! 1 r 1 FIXED FIXED FIXED FIXED r 1 24 23 21 22a 18 A 18 a 18 � 18 STUCCO D ------- ABOVE GRADE STUCCO STUCCO n SOLID / \ DOOR i \ EXISTING BRICK FIXED FIXED / \ FIXED FIXED FIXED FIXED 01 10, i� 13 i i i i i MASTER BR. LIVING ROOM PORCH 14 12 MATCHING BRICK NEW 10' HIGH CONCRETE WALL NEW 10' HIGH CONCRETE WALL METAL LADDER NEW 10' HIGH CONCRETE WALL NEW 10' CONCRETE WALL BRACKETED OFF STUCCO WALL FOR ACCESS to MECH. ROOM STUCCO STUCCO GROUND LEVEL GROUND LEVEL GROUND LEVEL EAST ELEVATION SOUTH ELEVATION I U-1 r7'"' 771 0 1' 2' " 3 4 5. 10 SCALE . K E YS E R HOUSE 1357 GRAND AVE., MATTITUCK, NY 111952 SCALE . 4 4 WINDOW 8c EXTERIOR DOOR SCHEDULE MARVIN ELEVATE CATALOGUE Technical Specifications MARVIN ELEVATIONCOLLECTION CATALOGUE 104 pages long. 1 JUNE 2024 QNTY. MARVIN NUMBER WINDOW No. Q FUNCTION LOCATION HEADER H T. WINDOW NOTES ELAWN4947 1, 2, 3, 4, ELEVATE KITCHEN 900t 7 4'1"x3'11-5/8" 5, 6, 7 AWNING Pg. 11 ELSPD8080 OX ELEVATE SLIDING LR. NORTH " 1 8'0"x8'O" 8 PATIO DR. Pg'49 96 PROPOSED EAST & f ELSPD8070 OX 10, 19, 20 ELEVATE SLIDING MBR EAST 86" rr ' ®o section 3 8'0"x7'2"" PATIO DR. Pg'49 GYM EMS'+SOUTH SOUTH ELEVATIONS ELSPD16080 OXXO ELEVATE SLIDING LR. EAST 96" 1 15'1 9 O"x8'0" PATIO DR. P .53 1 st FLCOR WINDOWS & EXTERIOR REGULAR MAINTENANCE of ROOF 7 ELAWN4139 ELEVATE FIXED LR EAST. 186 DOOR SCHEDULE HIGH QUALITY EPDM MEMBRANES from 3'5"x3'3-5/8" 18a,b,c,d,e,f,g Pg.11 2nd STORY FIXED �� FIRESTONE or CARUSUL 90 MIL THICKNESS. �Eo ARcy�. FOLLOW ALL MFOR GUIDELINES. TO USE AN EXPERIENCED.INSTAL°'°. HA IED CONTRACTOR ELSPD12070 OXO RH 11 ELEVATE SLIDING MBR SOUTH 86 �G-o TO Do THE INSTALLATION. NAPE ONTIM rf pF/ APPROVE ALL UNDERLAYMENT BEFORE INSTALLATION. 1 r " F rr O AN ALTERNATE METHOD OF INSTALLATION: FULLY ADHERE OR MECHANICALLY ATTACH. 11 11-1/2 x 7 2 P A TI 0 D R. P g.51 C� , FRAME ALL ROOFS LEVEL and ADD SLOPED USE NODE SEAM TAPE(e Inchn)M of SEAMS. INSl1U RON ON TOP w/THE ROOF EPDM INSTALL EDGE METAL(DRIP EDGES)CORRECTLY BY y IISTALLED ONTOP OF THE INSULATION. SEALING THE EPOM MEMBRANE ONTO THE FASCIA. 13 ELEVATE 86" TNIS METHOD IS PtEFFERED. USE APPROPRIATE SEALANTS(urethane.water—block ELAWN3739 M. BATH _ Lap caulk)IN THE CORRECT LOCATIONS FOR PPE CHOOSE AH EPDM ROOF SUITABLE FOR BUILDING O 1'S 3'1"X3'11-5/8" AWNING Pg.11 SOUTF LOCATION AND CLIMATE or ae Der engn ELCAP 3771 T 12 14 CASEMT PICTURE M. BATH 86" - " O SLDPEo1/z•/i•°� o � 2 3'1"X5'11-5 8" SOUTI- �' 0123Da � SEE ROOF PLAN " / WINDOW, FIXED c ��. REGULAR MAINTENANCE of ROOF Pg.9 '9TF OF •oar . INSPECT AT LEASE ANNUALLY. k&REMOVESNOWACCUM�ULA7"°MENSURE ELAWN2547 ELEVATE AWNING Pg.11 2nd FL BATHS 86" 14 JULY 2024 PROPER DRAINAGE. 4 2'1"x3'11-5/8"high 21,21°° 22, 22a 2ND FL BR WEST RE AN PAIR Y PUNCTURES,CRACKS k WARN AREAS PROMPTLY. CONSIDER RE—COATING THE MEMBRANE EVERY 10-15 YEARS with A COMPATIBLE COATING ELAWN3747 23, 24, 25, 25a ELEVATE AWNING g.11 2nd FL BEDROOM 86�� SYSTEM to EXTEND L�OF ROW. 4 3'1"x3'11-5/8"high SOUTH 1 ELCA3747 E 26 ELEVATE casement Pg.4 2nd FL BEDROOM 86" REVISIONS: SECTION thru ROOF EAVE 3'1"x3"11"-5/8"high EGRESS NORTH rs 6 ELAWN4139 „ 27, 28, 29 ELEVATE AWNING Pg.11 STAIR TOWER o �� _ of 3 5 x3 3-5/8 31, 32, 33 6 FIXED 270" RENOVATION & ADDITION t 13 K-4 SCALE: � 0 56 GRAND AVE, ELAWN4139 WINDOWS MOTORIZED STAIR TOWER 270" MATTITUCK 4 3'5"x3'3-5/8" 29, 30, 34, 35 IN PAIRS , NY 11952 MAP # 1000 - 112- 01 - 3.1 ELAWN2547 ELEVATE AWNING Pg.11 LAUNDRY 90" 2 2'1"x3'11-5 8"hi h 15, 16 MASTER CLOSET DOUGLAS PEIX ARCHITECT ELIFD3080 XL ELEVATE INSWING Pg.11 FRONT DODR 96" 1 3'1-5/16"x8'O" 36 FRENCH DOOR P.O.BOX 1444 ELIFD3080 LX 37 ELEVATE INSWING Pg.11 SIDE DOOF 96" MATTITUCK, NEW YORK 11952 1 3'1-5/16"x8'0" 0 FRENCH DOOR Phone: 646-643-9888 doug@dougpeix.com will 11 1 QNTY. MARVIN NUMBER WINDOW No. 0 FUNCTION LOCATION HEADER HT. FORBIDDING ONLY path: [DESKTOP/pc/k saved ft) ::: Keyser FILLING SET 12 m 24.dwg] i ——————————————————————————————————— ABOVE ----------------------------------------------------- 35 PITCHED ROOF 354: 12 STAIR BULKHEAD FIXED FIXED FIXED 28 27 26 30 29 STUCCO STAIR BULKHEAD A 11 11 rl r 1 STUCCO r 1 STONE CLADDING / EGRESS FIXED � � 9 E F � $ FIXED FIXED $ STONE CLADDING — 1 26 25 25a ABOVE GRADE i STUCCO 6 5 4 3 STUCCO RAILINGS NOT SHOWN in FULL RAILINGS NOT SHOWN O Q O 0 06 NEW 10 CONCRETE WALL NEW STUCCO NEW 10' CONCRETE WALL w 0 0 OVERHEAD GARAGE DOOR OVERHEAD GARAGE DOOR GROUND LEVEL GROUND LEVEL GROUND LEVEL NORTH ELEVAT101\4 0 1' 2' 3' 4' S' 10' WEST ELEVATION o r z' 3' a' e 10' SCALE. 111 — 1 '0" 13 July 2024 4 SCALE: 1 " = 1 '011 4 13 July 2024 r---------I r--------I I I I I I I E3 A I I I I I I I I I I I I L-------J I I WINDOW SCHEDULE L________J C C IS ON DRAWING # K-4 J J_ LLLli 0 In Q Z PROPOSED WEST & w 0 R Y NORTH ELEVATIONS ,<<(ipJC,1.A F�/r��� - - I- -► BUILDING HEIGHT `" r——— r--------, ��I t I — L_ _J BASEMENT PLAN w/ ELECTRIC _ moo L32J3H 03033N _nVM NOIlVGNno j I I I I C T'QT 01234�� I I o I l� OF N ' o l 14 J U LY 2024 I-- --� REVISIONS: CONC TE d3N3H 03033N TVM NOLLVONnoj Z LA CEILB G � I _ —J SUP ORTING R MOTE CONTROLED UP GARAGE DOOR REMOTE CONTROLED UP GARAGE DOOR PAV RS 10' WIDE GARAGE DOOR OPENING 10' WIDE GARAGE DOOR OPENING 0c c _ _ PATI RENOVATION & ADDITION to 1356 GRAND AVE,_ 0NIN3dO NOOa 30VHVO 3avA,ot ONIN3dO HOOO 30VNV0 30IM,al M ATT I T U C K, NY 11952 MAP # 1000 - 112- 01 - 3.1 A C NOadV 30HON00 a3d01S SLOPED CONCRETE APRON DOUGLAS PEIX ARCHITECT P.O.Box 1444 IF MATTITUCK, NEW YORK 11952 PARTIAL BASEMEIRNOT PLA'm N FULL BASEMENT PLANPhone: 646-643-9888 doug@dougpeix.com PLAN �� — POURED REINFORCED NORTH SCALE. 4 — 11011 CONCRETE WALLS SCALE. 1 /8" — 1 '0" FOR BIDDING ONLY path: [DESKTOP/pc/k saved (h:) ::: Keyser FILIING SET 12 m 24.dwg] I I i . PLUMBING RISER DIAGRAMS 2„ 2" W STOATH EAT BA H 2„ 2" 20) 2„ 2„ 2„ 429 LAV WC WC LAV SHOWER SHOWER 2nd FLOOR 2„ 2„ 2" 4" 4" 2" 2" I 2» 4„ 2„ 2" w e7 z w 0 D_2 2nd FLOOR BA' THROOMS ��K-6 Not to scale / 2„ 2„ 2„ i 2" / / / / PO DER RM. KIT HEN MAS ER BATO ] / 0 LA N D RY 2„ 2„ 2„ 2„ 2" 2„ 2" 2" / 2„ 2„ / 4„ 4„ 4>, 4„ LAUNDRY KITCHEN KITCHEN / WASHING SINK WC LAV SINK SINK URINAL LAVATORY LAVATORY / MACHINE WCrT / 1st 1st 1st TUB SHOWER 1st / FLOOR FLOOR FLOOR FLOOR % 2„ 2„ 4„ 2„ 2„ 2„ 2„ 2„ i 2 4" " / I / I I 2„ 2„ 2„ 2„ 4„ 4„ 4„ „ 2„ / 2 / D_1 Ist FLOOR LAU N D RY ��K-6 Not to scale ROOF PLAN g~ o: aZ DIRECTION FLAT TITLE of DRAWING EU ARC GIAS p OF ROOFS � SLOPE ELECTRIC PLAN Attic & Crawl ��'��°°��A DOWN SLOPE FLAT ,,, @ ELECTRIC SYMBOL KEY 2 /FOOT k ROOF p (P>,9T o,230a F OF N� 14 J U LY 2024 r_ REVISIONS: ? SEP P �' = r ! I RENOVATION & ADDITION to 1356 GRAND AVEm MATTITUCK, NY 11952 MAP # 1000 - 112- 01 DOUGLAS PEIX ARCHITECT P.O.Box 1444 MATTITUCK, NEW YORK 11952 Phone: 646-643-9888 doug@dougpeix.com FOR BIDDING ONLY path: [DESKTOP/pc/k saved (h:) ::: Keyser FILIING SET 12 m 24.dwg] .. i -77 GAS SINK SINK u R_ NORTH KITC ELEV. R_ WEST KITCHEN LEA'. ? ? 1 rr — r rr 1 rr —Scale . _ - 1 0 Scale . _ - 1 '0" STAIR TO BE -4. FULLY OPEN TO LIVING ROOM O0 v D. "' ❑ ❑ El °� ❑ ;u STAIR 0 KITCHEN #2 �� ❑0 ❑ ❑ n I = I z � I I N TEMPERED 3/4" GLASS L RAILING 36" 0 0 0 O rrl Z 36" ——————— OVENS 0 FRIG LIVING ROOM KITCHEN PANTRY P-1 2nd FLOOR PLAN - PROPOSED 15 K-3 SCALE: ill "= 1'0 P-1 2nd FLOOR PLAN - PROPOSED K-3 SCALE: ll = 110" OL S Y £ .Z A 0 E AA LOOKING SOUTH SECTIONS �E(31STERFO INTERIOR ELEVATIONS io '�qc� 0 �FVV YO�� 14 J U N E 2024 -- -- -- REVISIONS: S F P 2 3 � RENOVATION & ADDITION to 1356 GRAND AVE, MATTITUCK, NY 11952 MAP # 1000 - 112- 01 - 3.1 DOUGLAS PEIX ARCHITECT P.O.Box 1444 MATTITUCK, NEW YORK 11952 Phone: 646-643-9888 doug@dougpeix.com FOR BIDDING ONLY path: [DESKTOP/pc/k saved (h:):.:Keyser FILING SET 12 m 24.dwg] � I Notes: I 2-x 10 Rafters I I "All concrete 4,000 psi after 28 days minimum. *All rebar ASTM A-615 Grade 60. * Footings are to be installed on undisturbed virgin soil. the bottoms of all footings are to be installed a minimum of 3' below grade unless indicated otherwise. The Engineer is to be contacted if unacceptable or questionable soil is I F encountered during excavation. Unacceptable soil is soil containing clay and/or organic material. _ _ _ _ _ _ _ _ * Backfill along foundation and retaining walls is to be clean material and is f ( to be mechanically compacted in 6 inch lifts. Each layer is to be compacted 3' x 3'x 12" u, 8'-g5" to 98% modified Proctor. e/w No.5 Rebar 8 r— — — — — — — — — — — — — — — — — — —� 114" OC ENV i * Base Material layer shown on the drawings is to be a compactable, easy to trim, granular fill that will remain stable and support construction traffic. A clean fine-grained material with at least 10 to 30% of particles passing a No. 100 sieve but not containing silt, or organic material is recommended. I I (— — — — — — — — — — t I I Slab Notes: Isolation joints are to be installed between the slab and the exterior walls. " I C° � I � Use reformed joint filler that is to be cut% inch below the slab surface and chboo 3 6 x3 6 x12 � 3 x3 x12 I I p J 2 ' 1 I I e/w No. Rebar-", ebar e/w No.5 Rebar I 1 I I ( I I the resulting joint is to be filled with an elastomeric joint sealant. � I 11" OCEAN, 14"CC ENV — - - - - - - Existing I ( I I ( � — � I * Crack control joints are to be cut in the slab. Isolation joints are to be 2 x 8 Joists _ _ _ _ _ _ _ 1 installed at each column as shown on this drawing. Simpson LUS2 I I I I 3„ I /1,10- Li 5,_,14 I _ - - - - — *The welded wire reinforcement is to be placed in the top third of the slab - I f— — — — �=�- --I I and is to be adequately supported by chairs with sand plates or precast 5'-6"x 5'-6"x 12" � � concrete bar supports to assure that the reinforcement is held in position 3„ during concrete placement and finishing. — — _r� I 1 " OC ENV 4' x 4'x 12" CO ( I /w No.5 Rebar L - - - - - J i —' 13" OCENV Flood Vents I od Flap Flood Flap I I I I I i ( I 1 del FFWF12TF-W 1,589 sf Cellar Model FFWF12TF-W L — — — — - - - - - - - - - - - - - - - - - - — 1,589 sf/220 sf per Vent = 7.2 Vents -- �— I ' x 4'x 12" 8 Vents Required /w No.5 Rebar I I II I o 3" OC ENV l— — i 2 x 6 Studs I �,`r 16" OC I Existing 2 x 4 Studs I ( i - �11 I 24" OC o I 5' x5'x12" i 5' x5' x12" I C° 0 Anchor Bolts 25 /w No.5 Rebar e/w No.5 Rebar I od Flap a I I i „ I ( I del FFWF12TF-W OC in 8 End Zones 29 13 OC ENV , 13 OC ENV OC in Interior Zones I New 2 x 10 FJ Sistered to Existing Simpson LUS2 2 x 8 Joists I F' - - - - - - - - - - - - _ _ _ _ _ _ _ _ - -- I � I � - � � Existing 2 x 4 Studs � x 6 Studs ew 2 x 6 MCQ Sill i I I I IZ51" 6 OC L 4' x4'x12" —i— � — I— � ( 24OC I 11 /w No.5 Rebar ( I a O Anchor Bolts 25 13" OC ENV i I I I C in 8' End Zones 29" � OC in Interior Zones I I 12'-6$" � 12'-68" 12'-3" I CCD OC x 6' Door Opening ° 0 1 I i i I N FlOd Flap I I Flood Flap 0.5 R bar 16" OC Model FF F? T - 10„ i Flood Flap Model FFWF12TF-W b Model FFWF12TF-W 1 I ew 2 x 6 M Q Sill -- _ cYil�t °° ° 0 10" ° 10" ° ° 2'-10" 7' 104" 10'-34" '-3" d ° o.5 Rebar 16" C Flood Flap ., — — — — Model FFWF12 F-W ° x6-W 1.4x1.4 WWM A 45-4 d°° C�rad 15 8' L x 7 2" H x 12"D d ° 6 1 2�� " Poured Concrete Slab S-5 ° d r B loll— 3" a '.:�. ..f:. ... S-1 Foundation Plan d Scale: a" = 1'-0" A ° d 10" S-1 d xpansion Joint and Joint Sealer 211 I a° 0.5 Rebar 24"OC HSS 5 X 5 X 2 ° ° l d � 6x6-W 1.4x1.4 WNM d 3 _ 6" Poured Concrete Sla 1 ° 4 °d rade FP No. 5-60 ksi Rebar ., 2 r c n r 4 1 1 X 4 X a - 36" Base Plate N 14 5"O Simpson TITEN 4 4 Foundation Details I Anchor Bolts Expansion Joint and Joint Sealer t No.5 Rebar 16" OC4,000 PSI Non4" Steel Base Plate 211 Shrink Grout d ° °° RED A Pedestal ° 4 3 N Rc DOVGLAS 3' �( 4 co60 ks Rebar 45" _y,��,�. d ° a Foundation Details 4��J o� e ° ° 3, B _ 01 `l d �° d Scale: 1/2" - 1'-0" OF NE� 3" No. 5 Re ar 11" OC EAN See Plans Scale: 1/4" = 1�-0� Condon Engineering, P.C. Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education 1357 Grand Avenue Pad F Doti n Deta i I s Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC C Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 1755 Sigsbee Road M atti tU ck New York the seal of an Engineer,Architect,or Land Surveyor is altered,the alteringEngineer,Architect,or Scale: 1 - 1 -0 Land Surveyor shall affix to the item his/her seal and the notation"Altered by'followed by his/her Mattituck, New York 11952 signature and the date of such alterations,and a specific description of the alteration. Date : 6-14-2024 (631) 298-1986 I i SIN M 4'-4411 41-4311 8'-91" " Dra n Holes in Slab a d E d° 4'-42" e ° ° ° e e ° d ° 4 ° ° d a e d _1 ° ° ° ed d M ° ° p ° ° ° °d d ° e ° ° ° 44 d ° d ° ° I I d ° e d 1 I ° d p ° ° d ° 38%11 de °d a ° ° p q -- - ° d ° ° ° 4, ough Opening e °e ° d ° ° p ° d ° ° d -- _ < °° Door Specification ° d I d° d d ° ° Commander Model 4141075 e° ° Steel d d MIC0 ° d ° .4 d d ° ° p dr ° °d P ° d ° d e d° Control Joint ° ° ° 6" Poured Concrete Slab - ° d B ° ° ° ° d ° ° m ° 1 %2 " Deep Control Join _ ° p ° ° ° ° ° ° ° ° 10'-011 ° d° p a ° e ° ° ° ° ° Co a e ° °4 •' r d° ° d ° ° d ° ° d 6'-1011 Foundati�= V-0'�' he Doors Details CScale: 1/2" 43'-8" 0 1 0 I I I 1 I 1 I I I I 1 I I I I I B Slab Control Joint Plan e °d ° d ° ° ° ° ° d ° ° °° e d ° ° ° ° ° ° d ° ° e d° d ° ° ° ° ° d °p ° d a ° a °p ° ° e d° ° e ° d ° 311 I ° d ° ° d ° ° e e ° d a ° ° e ° ° d 9 d ° d° ed° ° p ° ° ° ed ° d ° ° d �� e d 311 d d ° d °° d a ° d ° (4) No. 5 Rebar e ° d °L e C ° f t I d d ° d ° ° ° d d °p e 311 _ .- .. 41 ° 4 (6) No. 5 Rebar °d ° d ° d° ° d 311 ° ° ° ° •° ° V ° 1 p p ° B ° °4 e I 311 S-2 d 1 ° BRED A ° ° ° d° ° ° �ST�112? tin Details .5� o S°d t = 1'-0" cr �o � A X � p ° e d ° ° Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education d ° °Q °b d Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed 1 e o • 'd• • ' ° '�, Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.if an item bearing A :. +�.. -. — - — — — — °— -4— — — —`° d—° — •'' `~'x' the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,orQ- d ° ° ° ° — ° ° ° ° ° Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her �230� o d d ° ° ° e ° ° ° ° ° ° ° ° °°d ° e d °° °d ° ° d e ° ° ° ° signature and the date of such alterations,and a specific description of the alteration. COP�,° NEB ° ° ° ° °° ° d ° ° (° ° d ° e °° ° ° °°d d o 5 f�ebat 24"°OC d p ° ° ° d ° ° e ° ° e °e d p ° d e a d ° a d° ° d ° u °° ° ° °° e ° ° d ° ° °d o° ° a ° d ° ° p Scale: 1/4" = 1'-0' Condon Engineering, P.C. d d ° ° ° d ° ° Drawn by : JJC 1755 Sigsbee Road 1357 Grand Avenue Mattituck, New York 11952 Mattituck New York Foundation at t �eG�aage Doors Details Date : 6-14-2024 (631) 298-1986 A Scale: 1/2" = 1'-0" I l /8"O Bolts (2) 1 .75"X 11 .875" LVL 16 /2 2„ - �- - ------ - - - - — - 2„ I 2„ __- Steel Plates 2/2 3.5 x 9.25 PSL a „ 1 Welded ® ® ® ® It o �— -� - ® (1) 0.5"A36 Steel 3/a 6- ® X C° Flitch Plate Cover Top Of Beam With Adhesive 51a 1�� N l 4 U v HSS 5 x 5 x 2 HSS 5 x 5 x 2 Neoprene Commerical Grade Rubber Tape 00 Galvanized Galvanized Mlv — Mlv — — 1 6" 3" X (2) 2"X 8" MC /8">2Bolts „ 2,rn - - - ------—r + -- -°'------ 1 3/2 N 16 2 Stee 3 4" ® - - - 211 100 C14 I N - - - - 3.5x11.875PSL - - - - 6" I I Simpson LUS21 2 J33ja T Uj (1) 1"A36 Galv.� ® Z I I I Steel Flitch Plate n G co I I -� I Commander 2) 2 x 10 �- ao UO S-3 L ao UO I odel 4141075 Cover Top Of Beam With Adhesive • • • . , X I X CD "'1 1 Steel Door Neoprene Commerical Grade Rubber Tape -- x 2x10F x x 4 --- N 16„ OC I N N X I N( N a -- (2) 2"X 8" MCQ /8"Q1 Bolts HSS 5 x 5 x N E U_ 5/16 I Galvanized L61 I 5/16" 8" Bol s Galv. ' j S-3 0 1 odel414107 - - - - - - - —f+l F Steel Dcor 7 x 11.875 PSL aa)) S-3 I � „ 33/a" � 2 x 10 FJ 10 (1)4"A36 Galv.� 2 16" OC I o 2 x 10 FJ Steel Flitch Plate a D 1 I LO 16 OC ° c = ,_ � LL 0 S-3 ' LL Flitch Beam Details C 1 00 1 o �'.L N I o 0 HSS 5 x 5 x I M o LL 1 x cro X cfl Galvanized 1 O > O > to N , N I -- LO - NI 0 HSS 5x5xI I 1 a I Galvanized I I HSS5x5x HSS5x5x- LO Galvanized Galvanized HSS 5 x 5 x HSS 5 x 5 x X - - - - - - - - - _ _�3�2 ;c10 - � - 7x11.875PSL' Zj � 7x11.8 PSL r Galvanized Galvanized LOIN I - LO ( ' 1 1 I I r (2) 2 x 8 MCQ e/w ( )4' FP Galv. 2x10FJ 1 I c I I) I I 1 1611OC El I 1 411-44 J J J LPL. m I Design Loads U) a a LL -' o CO o LL I si n 1 o o I Lc) o o I u) LL X U =11 ICR -, o o I > (� U- -p X V N U_ ; X (� N N O LL > X p X V j 2 X 6 75 3 2 x 10 o m N O of o m N O rn o a� N O �1 MCQ FJ-- ( Roof&Attic-Live Load -20 psf .. .. •• •• ° •• . — — r- X C71- I X r- � C_ I X rI I Ur I^ - I (J M _ X N c io x N io X 04 � u, a c� x c Fo o_ O 16" OC 1 a Dead Load 15 psf . 1 N - N N .- N LQ X ` N - r 1 LL a LL Section Details Section Details - '� - '� w �" W -- `� _N 1st& 2nd - Live Load -40 psf F X X N X MIV 2 x 8 MCQ - Dead Load - 15 psf E Scale: -0" Scale: 2 " = 1'-0" Colum�� a�nl Beam Connection Details I�' W I W I oll I W I v __ v 1 " p G Scale: 2" = 1 I I 1 XI I I 1 Ledger Board CD IDO -Wind Loads- 135 mph -ASCE-7 I I (I I I O 1 MWFRS - Method 2 (2) 2x 0 1 � 100 0 o0 0 '� I I ////////// /////// //�® 1, x cv Design Criteria - N . v I `✓ ' "04 * 2020 NYS Residential Code R301.1.1 and utilized the 2 x 6 x 6 I I methods and procedures stipulated in Chapter 2 Engineered MCQ FJ MCQ FJ -1 I Design and Chapter 3 Prescriptive Design in the 2018 L 16 OC i 1 OC I American Forest and Paper Association Wood Frame 7 3 7 3 Construction Manual (2018 WFCM) for One and Two Family 1 3 1 3 Dwelling Units and ASCE 7. 2 Stee 2 Stee B (2) 2 x 8 MCQ e/w (1) a FP Galv. 11 MN - MN 41 1st Floor Framing Plan S-3 6 6 Scale:]j a" = 1'-0" A S-1 ®Point Load From Above Nailed Together ntire Length ® Point Load From Above --- --* /16 I I a"O Bolt Galv. $\\I "O B It Galv. 5/16" 5/16" (2) 2 x 8 MCQ e/w (1 ya -FP Galv. I /16 ° S n � I c = c oo x � � XU -> > 2x6 CU O N Oa N m N _O a) N O I-- ii L C7 0 � o - m v x N c'io a OM6" OC a 0) > p) > 0 N .— y=, , LL a LL _ _ U_ (� •� c V- m ao X MIV a e— •\— \ MIC W r i•• O O ^ rn rn a3i CD �, ED AR� AC 5 G01 0^0G HSS5x5x-t 1 g H55 5 x 5 x Galvanized HSS 5 x 5 x Galvanized oo - o J 0 00 Galvanized Galvanized x -X ------ ----- X -- ,------ x I i N * � ------- ----- N-- --L------- N ^ N v /16 Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education ` JI 2 X 6 2 X 6 Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed 9 MCQ FJ MCQ FJ Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 304, 16" OC 16" OC the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or F NEW " . . Land Surveyor shall affix to the item his/her er seal and the notation"Altered by"followed by w. . ...:....,. , . •�'°.�-+• . .. •+ • •±.• � ••.•�. signature and the date of such alterations,and a specific description of the alteration. (2 8 MCQ e/w (1) a" FP Galv. 3/1 Scale: 1/4" = T-0, Condon Engineering, P.C. Column and Beam Connection Details Column and Beam Connection Details Drawn by : JJC 1357 Grand Avenue C Via Scale: -1 1'-0,, D Scale: 2" = 1'-0" Balcony Details 1755 Sigsbee Road Mattituck New York B Scale: 1-" = 1'-0" Mattituck, New York 11952 4 Date : 6-14-2024 (631) 298-1986 i 2 2x10 — — 1 (3) 2 8 Hdr (3) 2 x 8 dr (3) 2 x 8 Hdr 1 OI O O XI I x I N x N N N N ROOF (2) 2X10 N I x ryU 1 1 ^ y OO I FRONT 5.25 x 1.875 PSL PORCH CD (2) 2x1 o O ow O O X jzr "IF C4 N I X osts Up to Header KITCHEN #2 1 a 0 5.25 x 11.875 P L (2) 2 x 10 Sky Light O _ — — — — x < x m - - - N `— N \ (2) 2x10 O � o N ,,,(2) 2 x 10 a' 0 ro oM4a 1:00 N x 10 1 2 R (2) 2x10 — 16" OC I 5.25x9.25PSL - - - - - - — u7 1 \ nF3R - - - OVENS �x uo (2) 2 ) \ N J BACK \ PANTRY I I`') LIVING ROOM #6 JOHN - a X TWO STORY `- N PORCH #P2 \ z HALL #3 I 0 N i x \ Q 2 x 10 RR \ I LIVING ROOM #7 �- N 16"OC O 2 x 1 �n v x I I o 16 C o �, _ N N STAIR LO x 2 x 10 RR oo ao STORAGE WELL #8 X 1 CLOSET #4 I O 16 OC X N N \ L UNDRY #5 O POWDER 2 x 11 � 16" 0--j (2) 2x10 (2) 2x10 2x10 ��� 3.5x11. (2) 2x6 MCQ e/w (3) 1" F alv. 10 1 (2) 1.75 x 9.25 LVL I 1 Rem vec� — = tairl 1 2 2 x 8 Below 1 °O 2 x 10 RRMAS ER DRESSING # 12 I ( to Support 1 16" OC CL0 ET #13 I 0 1 _ _ RR Over Lower Area I L ILL LO 00 MASTER BEDROOM #10:-1 °O 0O 00 _ o O 1 ( o ) �O x x x �,1 x ro-- O �� // N `✓ N N N - --- 2 x 6 > � U TU� X TUB x O Ii rn-� I rn-� rn� �� -� -� M^Q FJ-- ca x x O U I UT" (V c C LI.. .� C ILL C Ll_ 3 C U- LL " U' N O 0 X c0 :� -3-- N BEDROOM #17 - - 2 x 10 RR Z w �I w w UU' 1 w =z_ 16 OC v N `�° N `r° GYM #15 N 16 OC MASTER BATH #11 � � I ~-- - BATH #1 ATH 16 I MECH. x 1 x 1CN g 3 . O EXISTING N I N X 1 SHOW FIREPLACE �- �-I I N � Inside 2 2 x 10 � C:) I 1 N I I X 2 2x8Hdr 2 2x8Hdr r (2) 2x8H 3 2x8H r I xistin 2 x 4 Studs (2) 2 x 8 Hdr (2) 2 x Hdr 2) 1.75 x 9.25 LVL e/w 1 " FP g (3) 2 x 8 Hdr ( ( ) I N (2) 2x10 2 x 6 1 x6 1 2 x 6 MCQ FJ M Q FJ CQ FJ (2) 2 x 10 (2) 2 x 10 (2) 2 x 10 BALCONY s�� 16" OC 1 " OC 16" OC If T Plywood NEW EXISTING N N V--T-) a 1 C ew Siding S_4 (2) 2 x 6 MCQ e/w (2) 1" F P Galv. Outside A Upper Roof Framing Plan Existing 'Wall Modification Details s-1 Scale: 4" = 1'-o" S 1 B Scale: 1" = 1'-0" ® Support Post Wall Load Lower Roof & 2nd Floor Framing Plan Scale: 4 " IA " = 1'-0 I I ® vi Point Load From Above Wall Load From Above (2) 2 x 6 MCQ e/w (3) 1" FF Oaiv. ® Point Load Down (2) 1.75"X 9.25" LVLCU i. /8"0 Bolts 2%2" 1 g° a. /16 _ v_ rl (D - - - - - - - -I - 3 N N � 3 11 3/a m (1) 1"A36 Steel Flitch Plate 2'/2' X, cX0 CD 2 N X c0 `✓ v N N \ RED With q�c Cover Top Of Beam th Adhesive Cover Top Of Beam With Adhesive Cover Top Of Beam With Adhesive �, G 00UGLA& Neoprene Commerical Grade Rubber Tape Neoprene Commerical Grade Rubber Tape Neoprene Commerical Grade Rubber Tape _ _______________ ____-- --_____- /16 /8"0 Bolts /8"0 Bolts „ /8"0 Bolts /16 ' (2) 2 X 6 MCQ 1 „ �_1611 (2) 2 X 6 MCQ 1 „ 16" (2) 2 X 6 MC „ 16" "♦ 1 2 1 Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing } — — the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or - — — — — - — — — — — — — — - — — — — — Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her �O 012304 ©Q" signature and the date of such alterations,and a specific f al er do ug o p c o the t o n. F (2) 2 x 6 MCQ e/w (2) 1" FP Galv. NEW (1) 1"A36 Galv. I (2) 1"A36 Galv. I (3) 1"A36 Galv. I Balcony Detai Is Steel Flitch Plate Steel Flitch Plate Steel Flitch Plate C Scale: J" a Scale: 1/4" = V-0' c Condon Engineering, P.C. A Flith Beam Details 1357 Grand Avenue Scale: 1" = 1'-0" Drawn by : JJC 1755 Si sbee Road b-4 Mattituck, New York 11952 Mattituck New York Date : 6-14-2024 (631) 298-1986 i B 22'-5'" 9' = I I I I I I I I I •. 1 0" 10 r >No. 5Rebar12" OCE/W_ �— J I I C I I I I I I I I I I � � • • a 6-O$ cV - - - - - - - L I -- -- -- - - - ------1 II II \ o . 12' F —1 F ♦ d ° d d ° °°L 2„ o v yd;5 Rebar 12" OC E/W • �.d .•• • !d L _ 40" \ 41 „ ' . Q20 � Grade,,,,, • d � • \ d •, A. .. • ♦d A — — o. 5 Rebar 12" OC EM \ - • • • ,• 4 d d ♦• • ••• • •d 5 Q • d Cfl ♦ • a i. ♦ d • .. . . . . ... .0.P ♦. • • . -- , ♦ \ 1 17' 1 Pool Foundation Details — I Scale: 1/2" = 1'-0" - - - —, 24'-10%4" Ll L I I I I 8'-3311 I j 4 PROPOSED 9 ' x5l POOL ' I �- - - -� —1 I II -- 52'-8" 33-10 '1 , c — L — � S-5 - - - - - - - - - - - - - - - - - 1 �- - - -� -L 4 Zpper Grade L ( / pper Grade bo 5-5 • ' v I I I I I h� I � / - I� o. 6 Vertical Rebar 12" OC ••.• I I I I I I I I I I I I I I I I I I I I I I I I No. 6 Horizontal Rebar 12" OC °L / L 0.5 Rebar 16" OC ___ A 10" .d Lower Grad o• 6 Rebar 12" OC ° Both Directions '� �`•' ,. Top and Bottom '' Lower Grad \-,��RED q�,C d ° OpU LqS A� ° Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education -0' Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed _-- r ih •,.,..�::,, $'0 A Professional Engineer,Architect,or Land Surveyor,to alter any item In any way.If an item bearinghe se of an En ineer Ar hit n r r' t a c ct,or La d Surve o s a tered,the alte in En ineer,Ar itect or . :.. . ; ; Ig e yiI g g ch 012304 Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her' o.5 Rebar 24" OCsignature and the date of such alterations,and a specific description of the alteration. FN311 6 Scale: 1/4" = 1'-0�1 Condon Engineering, P.C. No. 5-60 ksi Rebar 7.17ft 36" 1357 Grand Avenue Drawn by : JJC 1755 Sigsbee Road Mattituck New York Retaining Wall I Details Reta fi�i, g Wa 11 Deta i t s Mattituck, New York 11952A 1/2 = 1'-0" Date : 6-14-2024 (631) 298-1986 Scale: 1/2" = 1'-0" i Framing Note s: 3"No.8 Screws 12"OC O O O The contractor is to verify all measurements in the field and any discrepancies are to be brought to the Framing attention of the Engineer prior to construction. Wood Framing 1. All lumber is to be No. 2 or better Douglas Fir Larch (N)with the following minimum specifications: Washer Light (Typ,) Wood-frame Fb= 825 psi Wall Fv= 95 psi Y2"Plywood 2 O O 3 Fc perp = 625 psi E = 1,600,000 psi � Glass O 2. All Parallam (PSL) Lumber is to have the following minimum specifications: I 3 1 3 Fb = 2,900 psi Wood Screw Anchors nent O O O Fv= 290 psi 2 1 O O Glass O Fc perp — 750 psi Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2018, Pages 149 and 193) O O E = 2,000,000 psi 1� Number of Number of 72"Plywood 3. 3.All Microllam LVL Lumber is to have the following minimum specifications: Joint Description Common Nails Box Nails Nail Spacing seeT" LJ ( ) 9 ROOF NAILING Detail Framing O O O A 3 Fb = 2,600 psi Rafter to Top Plate(Toe-nailed) 3-8d 3-8d per rafter 1 Fv = 285 psi Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d perjoist O O 0 O Fc perp = 750 psi Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5-16d each lap E = 1,900,000 psi Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5- 16d each lap Washer Plywood Openings Protection; Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d per tie (Typ•) O O O 1O Thickness Depends on 1 Blocking to Rafter(Toe nailed) 2-8d 2-10d each end Window Opening Width(1) 4. All pressure tmE ated lumber is to be MCQ (Micronized Copper Quat) or MCA(Micronized Copper Rim Board to Rafter End Nailed 2-16d 3-16d each end Azole) No. 2 or better Southern Yellow Pine. Screws WALL FRAMING 3 8 3 Detail A-Typical Attachment of O O O O Top Plate to Top Plate(Face-nailed) 2- 16d(1) 2-16d(1) perfoot Plywood Openings Protection to 12"oc Fb = 975 psi Top Plates at Intersections(Face-nailed) 4-16d 5-16d joists-each side Wood-Frame Building Fv = 90 psi Stud to Stud(Face-nailed) 2-16d 2-16d 24"o.c. Note: In Lieu of Screws,lugs with Fc perp = 660 psi Header to Header(Face-nailed) 16d 16d 16"o.c.along edges Nuts and Washers May be Used E = 1,700,000 psi 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in Top or Bottom Plate to Stud (End Nailed) 3-16d 2-40d per stud Alternate to 130 Mph Certified Window Installation accordance willh the manufacturer's specifications. Plywood Panel Window and Door Protection for Wood Zone 1 Zone 2 Zone 3 Framed Buildings 6. All TJIs are to be installed in accordance with the manufacturer's specifications and shall include Bottom Plate to Floor Joist,Band Joist, End joist or Blocking(Face-Nailed) 2-16d (1,2) 2-16d (1,2) per foot Field 6" OC 12" OC 4" OC squash blocking and web stiffeners at bearing points on girders and other load bearing areas. FLOOR FRAMING Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per joist Panel Edges 6" OC 6" OC 4" OC 7. All straps, connectors, plates, bolts, nails, etc. are to be galvanized or stainless steel. Designated Bridging to Joist(Toe-nailed) 2-8d 2-10d each end connectors, strap etc. on these drawings are made by Simpson unless indicated otherwise. All Blocking to Joist(Toe-nailed) 2-8d 2-10d each end connectors, straps etc. are to be nailed/bolted in accordance with the manufacturer's specifications. Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block Nailing Requirements for 130 MPH, 3 Sec. Peak Gust, Ledger Strip to Beam(Face-nailed) 3- 16d 4-16d each joist e " Thick Roof Sheathing with 8d Common Nails or 10d Box Nails 8. All floor sheathing is to be 2%2 inch AC type plywood, tongue and groove, with an APA span rating Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist of 48/24. Floor sheathing shall be glued and screwed to the floor joists ( 6" O.C. edges and 12 " Band Joist to Joist(End-nailed) 3- 16d 4-16d per joist Roof Sheathing Nailing Details O.C. field ). Band Joist to Sill or Top Plate(Toe-nailed) 2-16d (1) 3-16d (1) per foot Scale: 1/8" = V-0" ROOF SHEATHING 9. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be nailed with 10d Structural Panels(See Notes 4, 5 and 6) RAFTER common nails 6" O.C. edges and 12" O.C. field. Interior Zone 8d 10d 6"edge 112"field Perimeter Edge Zone 8d 10d 6"edge/6"field OR TOP PLAT 10. Solid blocking is to be installed every 8' max or mid span of all floor joists with spans exceeding 8'. Gable End Rake with up to 1'Rake Overhang 8d 10d 6"edge/6"field H2.5A 11. Double joists are to be installed below parallel walls. CEILING SHEATHING RAFTER ••OPPLAT STUD Gypsum Wallboard I 5d coolers 5d coolers 7"edge/10"field 12. Blocking is to be installed at all point load bearing points. WALL SHEATHING Structural Panels(See Notes 1,2,and 3) 8d 10d 6"edge/12"field 13. Walls are to bey framed with 2x6 inch studs spaced 16 inches OC unless indicated otherwise. STUD Simpson H2A Hurricane Ties 14. All bolts nuts and washers are to be hot dipped galvanized. G 5d coolers 5d coolers 7"edge/10"field Simp Gypsum Wallboard at each Rafter Tail FLOOR SHEATHING Steel Structural Panels 1"or less 8d 10d 6"edge 112"field 1. All steel is to be ASTM Specification A-992-50 (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules sha FF sTu BOTTO 2. All steel used in the first floor framing is to be Galvanized in accordance with ASTM Specification be used where wall sheathing nailing is reduced. For example, if wall sheathing is nailed 3 inches on-center at the panel edge PLATTEM ASTM A123 to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall be used to maintain load path. RIM JOIST � 3. All bolted connections are to be made with A-325 bolts. (2)For wall sheathing within 4 feet of the corners,the four foot edge zone attachment requirements shall be used. TOP (3)Tabulated 12 inch o.c. nail spacing assumes wall sheathing attached to stud framing members with 0.42<G<0.49. PLATE 4. Square/rectangular and circular columns are to be ASTM Specification A500. (4) For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,the 4 foot perimeter zone attachment requirements shall be used. 5. All welded connections are to be done by a certified welder and conform to AWS and AISC (5)Tabulated 12 inch o,c.nail spacing assumes roof sheathing attached to rafter/truss framing members with G>0.49.For Simpson ST22Strap standards. framing members with <0.42<G<0,49,the nail spacing shall be reduced to 6 inches o,c. (6)For wind speeds greater than 130 mph, blocking is required which transfers shear load to two additional rafters(3 rafters in 6. All weld joints are to use E70XX electrodes. total), Typical 2nd Floor (7)For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails, Strapping Detail 7. Steel is to be prime coated. NTS SIMPSON SPH4 STRAP 8. %2"web stiffeners are to be installed at all point load bearing points and over all column supports. SIMPSON LSTA9 STRAP 9. All columns are to be bolted to steel girders with %2" bolts and to wood girders with %2" lag bolts. Sim onLSTA18 10. All girder splices are to be made above columns. \ ;! ! I ; • Typical Window and Door �F� 0 - • Yp I I • Header Strapping Detail Simpson P5 Each Corner _._. Simpson SP ERED A oouGLAs A Typical Wall and t, Sill Strapping Detail Strapping Details NTS J ' ?304 Q� FOF NEVI�p Scale: 1/4" = T-0' Condon Engineering, P.C. Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education 1357 Grand Avenue Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 1755 Sigsbee Road M attitu ck New York the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituek, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date : 6-14-2024 signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 ELECTRIC SYMBOL KEY ELECTRIC NOTES 1 The electrical notes are included in totallity in the Notes & Specifications. 2 Power to the house shall be provide from feed currently laid from the street. LIGHTS FRONT 3 Power into the house shall be above the level of the 1st floor. PORCH P1 4 All new electrical points (switches, dimmers, outlets, etc.) shall be fully and safely grounded. A # 5 All work shall conform to trade standards of good workmanship.. CEILING MOUNTED LIGHT ELECTRIC CIRCUIT BREAKER PANEL 6 AV and computer wiring to be run by the AV consultant after t he house is framed. B CEILING HUNG LIGHT A A A 7 In laying out the circuit—broker panels, the Electrician shall distribute circuits properly, in full compliance with C WALL SWITCH D all relevant code requirements and according to all standards of the trade. WALL SCONCE Mounted vertically 42" AFF (unless otherwise noted 8 The Work shall pass an electrical inspection and will not be considered complete until a certificate is issued. adjacent to symbol) . For grouping of devices, use 9 The Electrician shall make certain that all of the work is code compliant. }D RECESSED DOWN LIGHT multiple—device cover plate. Device to be SBO and will 10 Most devices will be purchased by the Owner. Electrician will be responsible to check that orders are match existing controls in the house. C C� py C F C _ �, El complete and correct. Devices to be stored in locked garage. VlvutPC WALL L A0IIvt I L.IUrT 13 1�1 WALL DIMMER ( `� ,� _F F EXTERIOR WALL MOUNTED LIGHT Wall Dimmer, mounted vertically. Match existing in use v d- in house. For grouping of devices, use multiple—device { G GARDEN LII3HT cover plate. Device supplied by owner and will match A A A existing dimmers in house. APPLIANCES C H COMBINATION SHOWER LIGHT & EXTERIOR DUPLEX RECEPTACLE OUTLET EXHAUST FAN 10 W/ WEATHERPROOF COVER KITCHEN #2 {�J EXTERIOR SPOT LIGHT ITEM SIZE MFGR MODEL # ELECTRIC SPECIAL REQUIREMENTS 3 >; 9 MAIN REFRIGERATOR K DUPLEX RECEPTACLE OUTLET _ II Decora white outlet and wallplate to match existing in UNDER CNTR REFRIG. #1 L house. Mounted vertically in the wall at height as in >1 UNDER CNTR REFRIG. #2 existing house, unless otherwise noted in adjacent B ® g S 4 , M symbol. Confirm placement w/ Arch't. where conflicts ® GAS RANGE arise. Outlet to be grounded. Where there are cc use ll ELECTRIC WALL OVEN ———— LED COVE LIGHT multiple outlets, use multiple—device coverplate. C ❑ � �� DISHWASHER. #1 N ??? ((� DUPLEX RECEPTACLE OUTLET DISHWASHER #2 7i 3 OUTDGGR LIGHTING O Mounted with wall switch. INCLUDING POOL ® A D D td ill ENTRY QUADRAPLEX RECEPTACLE OUTLET D TO BE DETERMINED D D GAS RANGE ??? P u Mounted vertically as per duplex receptacle. Similar in # POOL LIGHT D D all respects to the typical duplex receptacle outlet. L SUBSCRIPT Outlets to be grounded. _ _ Denotes light in switch, to indicate that switch is on. (mom CONNECTION or OUTLET for ELECTRIC IGNITION P RCH #P2 �„s 36" cc OVE 3, 4 SUBSCRIPT for SLIDE IN GAS RANGE.. � FRIG 9 71' E Z ° me 2 Placed adjacent to a wall switch or wall dimmer PANTY LIVI ROOM #6 denoting three—way or four—way switching capability DUPLEX FLOOR OUTLET A de C (i.e. control from two or three different locations). ® Hubble or equivalent, set flush in floor. To have outlet HALL 3 co TC oL T Ps set down below plane of floor, like a clock outlet. CO �� WIRELESS REMOTE CONTROL DEVICE A ENTRY WIN c ® (� �� USB CHARGING JACK, Lutron onaff control and dimming device. Black. As YC separate plate (junction box) do ST I existing in the Library. II CL' #7 WE L #8 USB USB CHARGING JACK, separate plate (junction box) 42" SUBSCRIPT h t® P9 DER C C Denotes particular elevation height for a device (i.e. a A # I I I D PNL PANEL 42" indicates duplex outlet at 42" AFF, to center of I I I B New circuit: breaker. Electrician to determine if two are 42' I I I wise — 1 for 1st floor and another for 2nd floor. receptacle). I I I D D Q of AUNDRY #5 A I I I I-@ TELEPHONE JACK a SPECIAL OUTLET FOR WASHING HR e f I I I Provide single phone jack. All wall plates to be white. s MACHINE, match as specified by mfgr. A ' STORAGE Where "WM" is noted, jack to be wall—mounted. Provide SEPARATE CIRCUIT. DRYER O 12 C I I I S CLOSET #4 m I I I I TRASH I I I GFI GROUND FAULT INTERRUPT DY SPECIAL OUTLET FOR DRYER; CLOSET #A C C�❑ Q All bathrooms, kitchen, and other wet locations shall s❑ match that specified by manufacturer. I s '^�I Dr 77 7r be completely protected with GFI protection. Outlets SEPARATE CIRCUIT, if required by mfgr. "m shall be protected at the device as well as at the A �66 1 ❑ panel. 66 6 cc u COAXIAL CABLE CONNECTION to ® use TSH TOE SPACE HEATER closet modum. FOUR TVs to HAVE WIRED CONNECTION C C Separate circuit. breaker. Heater to include to internet w/ CAT 6 wiring.e T cc u T ONNROLED ❑ A A thermostat. A TROLED o DEVICE ❑ MOTORIZED PAIR of WINDOWS o EVICE O Two awning windows operable by control on 1st floor. LAR SOLAR PANEL SYSTEM on roof �' use Provide all required equipment and wiring for solar Motors & assembly supplied by Marvin. MASTER system. H SPECIAL OUTLET FOR WASHING CLOSET #12 s 0 0 ROBERN ELECTRIC LIGHTED MEDICINE CABINET s MACHINE, match that provided for TSH /) Inside is provided a single, duplex receptacle outlet machine to be relocated from '�s GR A P 9 � P P A GFI. Entry Closet. SEPARATE CIRCUIT. MECHANICAL DY SPECIAL OUTLET FOR DRYER; ROOM # cc ® PIPE CHANNEL [N.I.C.] s❑ match that provided for MASTERMASTER BATH #11 r machine to be E ARAT from H A A I �4 A smooth continuous pipe 2-1/2" interior diameter for Entry Closet. SEPARATE CIRCUIT. s the passing of future wires within the house. Tech GR consultant to decide on need and locations. PROVIDE ELECTRIC D FOR ALL EQUIPMENT ® DUPLEX FLOOR OUTLET INCLUDING FURNACE, Q MASTER BEDROOM 10 Hubble or equivalent, set flush in floor. To have outlet PLUMBING, AIR q CONDITIONING ETC. MODUM set down below lane of floor, like a clock outlet. ELECTRICIAN YD PROVIDE ❑ 0 TELEVISI Connect to main computer area; Tech consultant to P urouT for APPROVAL s decide where to be located. (S) COMBINATION CARBON MONOXIDE & SMOKE DETECTOR Electrician to supply and install hard—wired smoke/heat detector to comply with all local and state requirements. BALCONY ® SMOKE DETECTOR Electrician to supply and install hard—wired smoke/heat detector to comply with all local and state requirements. ELECTRIC PLAN 1st FLOOR �,1SERF� 4 THERMOSTAT THERMOSTAT �� 7J;Do1JGZ1 s�9,pn For heating & cooling equipment. type to be approved by Owner. There will be either two ELECTRIC SYMBOL KEY zones (1st floor & 2nd floor) or three zones: 2nd � „ � n floor, MBR suite & balance of 1st floor; Owner to ELECTRIC NOTES , �' -4 confirm. 0 ❑ MOTORIZED WINDOW (from o Marvin) Controlled by switch that indicates F when window is open. N w YO Ps PROJECTION SCREEN 14 J U N E 2024 -- ❑ Motorized. Controled from West side of LR. R; 4 REVISIONS: I SEP SEE DRAWING K-5 FOR BASEMENT ELECTRIC COORDINATE WITH 1st FLOOR ELECTRIC RENOVATION & ADDITION to 1356 GRAND AVE, EWARE OF LIKELY FLOODING MATTITUCK, NY 11952 MAP # 1000 - 112- 01 - 3.1 ELECTRICAL WORK IN TH E BASEMENT DOUGLAS PEIX ARCHITECT LECTRIC GARAGE DOOR OPENERS P.O.Box1444 MATTITUCK, NEW YORK 11952 ELECTRIC LIGHTS AND SWITCHED IN VESTIBULE Phone: 646-643-9888 : doug@dougpeix.com IGHTS FOR CEILING OF GARAGE r I IN m 4. w IX LIGHTS IN BALANCE OF BASEMENT FOR BIDDING ONLY path: [DESKTOP/pc/k saved (h:)::: Keyser F LI G SET 12 2 d g] ELECTRIC SYMBOL KEY LIGHTS A CEILING MOUNTED LIGHT ELECTRIC CIRCUIT BREAKER PANEL �B CEILING HUNG LIGHT WALL SWITCH C WALL SCONCE Mounted vertically 42" AFF (unless otherwise noted D adjacent to symbol) . For grouping of devices, use RECESSED DOWN LIGHT multiple—device cover plate. Device to be SBO and will match existing controls in the house. r -,,r vivutrc VVHLL l A011VLI LIl,rl1J LP WALL DIMMER F EXTERIOR WALL MOUNTED LIGHT Wall Dimmer, mounted vertically. Match existing in use in house. For grouping of devices, use multiple—device G GARDEN LIGHT cover plate. Device supplied by owner and will match El existing dimmers in house. H COMBINATION SHOWER LIGHT & EXTERIOR DUPLEX RECEPTACLE OUTLET ROOF EXHAUST FAN W/ WEATHERPROOF COVER J EXTERIOR SPOT LIGHT _�;K DUPLEX RECEPTACLE OUTLET , II Decora white outlet and wallplate to match existing in 0 L house. Mounted vertically in the wall at height as in ROOF h existing house, unless otherwise noted in adjacent M symbol. Confirm placement w/ Arch't. where conflicts arise. Outlet to be grounded. Where there are ———— LED COVE LIGHT multiple outlets, use multiple—device coverplate. N ??? DUPLEX RECEPTACLE OUTLET 7C Mounted with wall switch. 0 ??? [ QUADRAPLEX RECEPTACLE OUTLET P POOL LIGHT Mounted vertically as per duplex receptacle. Similar in all respects to the typical duplex receptacle outlet. L SUBSCRIPT Outlets to be grounded. Denotes light in switch, to indicate that switch is on. CONNECTION or OUTLET for ELECTRIC IGNITION for SLIDE IN GAS RANGE.. 3, 4 SUBSCRIPT Placed adjacent to a wall switch or wall dimmer STAIR denoting three—way or four—way switching capability ® DUPLEX FLOOR OUTLET WELL #8 (i.e. control from two or three different locations). Hubble or equivalent, set flush in floor. To have outlet set down below lane of floor, like a clock outlet. x,N B+ TWO STORY p CONT ROLROL ID BY U WIRELESS REMOTE CONTROL DEVICE ADJACENT TO let LIVING ROOM #7 Lutron onoff control and dimming device. Black. As (� use USB CHARGING JACK, separate plate (junction box) OLAR FLOOR COAT existing in the Library. 17 `LET 20 FEBRUARY 2024 USB USB CHARGING JACK, separate plate (junction box) 42" SUBSCRIPT PANEL Denotes particular elevation height for a device (i.e. w PNL New circuit breaker. Elect-ician to determine if two are 42" indicates duplex outlet at 42" AFF, to center of wise — 1 for 1st floor and another for 2nd floor. receptacle). �@ TELEPHONE JACK SPECIAL OUTLET FOR WASHING Provide single phone jack. All wall plates to be white. s MACHINE, match as specified by mfgr. Where "WM" is noted, jack to be wall—mounted. Provide SEPARATE CIRCUIT. GFI GROUND FAULT INTERRUPT pY SPECIAL OUTLET FOR DRYER; All bathrooms, kitchen, and other wet locations shall s� match that specified by manufacturer. be completely protected with GFI protection. Outlets SEPARATE CIRCUIT, if required by mfgr. 4 shall be protected at the device as well as at the panel. cc COAXIAL CABLE CONNECTION to -qF3" A I I I I I TSH TOE SPACE HEATER closet modum. FOUR TVs to HAVE WIRED CONNECTION LANDING #14 Separate circuit. breaker. Heater to include to internet w/ CAT 6 wiring.e ® (9 ® ® cc thermostat. (`�. MOTORIZED PAIR of WINDOWS . use w � OLAR SOLAR PANEL SYSTEM on roof A`' \ A A Two awning windows operable by control on 1st floor. Provide all required equipment and wiring for solar Motors & assembly supplied by Marvin. 3 T system. F SPECIAL OUTLET FOR WASHING t.Qr --- ROBERN ELECTRIC LIGHTED MEDICINE CABINET s MACHINE, match that provided for o Inside is provided a single, duplex receptacle outlet machine to be relocated from CL. MECH. CL. CL. GFI. Entry Closet. SEPARATE CIRCUIT. #17a #14a PRONDE POWER FOR pY SPECIAL OUTLET FOR DRYER; A AIR HANDLER d A s match that provided for cc Z3 ® PIPE CHANNEL [N.I.C.] machine to be relocated from CL. CL. E A smooth continuous pipe 2-1/2" interior diameter for Entry Closet. SEPARATE CIRCUIT. ® #17b #15b the passing of future wires within the house. Tech O O consultant to decide on need and locations. ® DUPLEX FLOOR OUTLET Hubble or equivalent, set flush in floor. To have outlet WEST BR. #17 A A EAST BR. #15 MODUM set down below plane of floor, like a clock outlet. Connect to main computer area; Tech consultant to A A decide where to be located. COMBINATION CARBON MONOXIDE & SMOKE DETECTOR BATH BATH ##1 \ 16 Electrician to supply and install hard—wired smoke/heat Gn detector to comply with all local and state requirements. ® SMOKE DETECTOR 1I Electrician to supply and install hard—wired smoke/heat BALCONY detector to comply with all local and state requirements. ELECTRIC PLAN 2nd FLOOR G� oRGDq�T THERMOSTAT �� o Cqs Cs For heating & cooling equipment. THERMOSTAT type ELECTRIC SYMBOL KEY to be approved by Owner. There will be either two * il zones (1st floor & 2nd floor) or three zones: 2nd floor, MBR suite & balance of 1st floor; Owner to , i confirm. 0 MOTORIZED WINDOW (from Marvin)4 2nd FL ELECTRIC PLAN . �� �304 �- 1 Controlled by switch that indicates PLANNORTH NE PROJECTION when window is open. PS PROJECTION SCREEN 14 J U N E 2024 � Motorized. Controled from West side of LR. REVISIONS: }' J; i 1 y I RENOVATION & ADDITION to 1356 GRAND AVE, MATTITUCK, NY 11952 MAP # 1000 - 112- 01 - 3.1 DOUGLAS PEIX ARCHITECT P.O.Box 1444 MATTITUCK, NEW YORK 11952 Phone: 646-643-9888 doug@dougpeix.com FOR BIDDING ONLY path: [DESKTOP'/pc/k saved(h:) ::: Keyser FILIING SET 12 m 24.dwg]