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HomeMy WebLinkAboutTR-10343 Glenn Goldsmith,President %,®g s®!/�� Town Hall Annex A. Nicholas Krupski,Vice President ®� ®�� 54375 Route 25 P.O. Box 1179 Eric Sepenoski 1i Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ® a® Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction % constructed call for com liance ins ection; When project completep p '�a74° - '1.:. wo�_`•-'+5�- __ .^�se4'`?'�..` ;.�`d+'iYe•'. __ y%.�y�5•'-.• .off p. .�"k•:.`' .Sr .yry•r�.",ye t°°! •-0"�'fo. ,t �,' e�' .:,i °moo '" -, i P Y'.,r ..`%,-:, �4 �9Pd v{n ° � -- :' :+' �0�4;: �,:e•,° Pae" - ,`, ° 'i' - '°� rp,. � '•" _ � _ '� „�'*.•::., r, .a •': ;::•' as �'^";;ry ::� ':.,r ,l,.:c,v,,, u "vn � `"h€ " :... 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PERMIT NO. 10343 DATE: MARCH 15,2023 ISSUED TO: M&R NORTH FORK PROPERTIES,INC. c/o MARK SCHILL �.' `.0 PROPERTY ADDRESS: 500 LAKESIDE DRIVE,SOUTHOLD Fr°lf�P, SCTM# 1000-90-3-4 AUTHORIZATION 0 P ` Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in (' accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 15.2023 and in consideration of application fee in the sum of$250.00 paid by M&R North Fork Properties, Inc. and subject to tthe Terms and Conditions as stated in the Resolution the Southold TBoard of Trustees authorizes and tZI, , eouoown oa � ,1�,• permits the following: Wetland Permit to construct a proposed 3,960sq.ft.total (2,051sq.ft. first floor footprint and 1,909sq.ft.second floor) two-story single family dwelling with varied dimensions of 49.0'x48.0' .; with a 5.5'x7.0' front covered porch,3'x12' front steps, 10103' covered rear porch with 4'x14' ' steps; install a proposed generator on a 31x5' concrete pad; install a/c units; install a buried :1°•� system will be1,000 gallon propane tank landward of dwelling; a proposed UA tYPa sanitary installed landward of dwelling and in accordance with S.C.H.D. standards; approximately 300 ' cubic yards of clean fill to be added and graded surrounding the proposed dwelling to raise the rade' install gutters to,leaders to drywells to contain roof runoff,• install and perpetually T{ u maintain a 10' wide Non-Disturbance Buffer along the landward edge of the wetland line and a 10' wide Non-Turf Buffer to be installed and perpetually maintained along the landward edge of the Non-Disturbance Buffer; and a silt fence to be installed and maintained surrounding the entire work limits until area is fully stabilized; and as depicted on the site plan prepared by ` # Jeffrey Patanjo,last dated February 27,2023,and stamped approved on March 15,2023. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and eQa', 1= these presents to be subscribed by a majority of the said Board as of the day and year first above written. ' gOFFO1,�. ` Qcoo o }6 ti �\1 .,i�, rnal.ro;; ip,A.�Y,,.tSS,w:r,;'SYY5.7t,'. .,n,^^i.'ii:ii7.vse+a 333;',!s%�Y,�w:.S3,�i.'�`.r 9iti3,,L•^n.Y.r: zLA';`f.FL`+uirikrS„5'.;rn.t+S:o�S;:Y�TeS:,'.fish.','i1$.'R7.nfi'ii.;d,T,`r.;,i�"+.Y,9,i;{2Ri.:CK.,7'ifxM1:r71fir.':ki?dJ,er.rTt?3. .`u' 3.ae=.r:{7niZ,r`3`.iYf..JTi�;377.u;;R( �M. �" _ •.:-�'/. m ,..,I<: \ ,JI g�- 4 ..=�.-rr. \•--sof'"' __ `s'' '~�*..�. '� __ __" �z _ " f:• ='�:,ems' s, ..ed".P,e��,+"A., X, .,ei; Ai', qri^ '''c`-"'�•°K_,;:�'�,.". •.n.*t .'� vo<; '3,�w9S:.°::ev° �b .:::or,,,u: .,,* ..J:::i::� ..r: TERMS AND CONDITIONS The Permittee,M&R North Fork Properties, c/o Mark Schill residing at 500 Lakeside Drive Southold, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved,.but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is-required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90) calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President ®f SO Town Hall Annex A. Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples a® Fax(631) 765-6641 C®UNT`I,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 22, 2023 Jeffrey Patanjo P.O. Box 582 Bohemia, NY 11716 RE: M&R NORTH FORK PROPERTIES, INC. c/o MARK SCHILL 500 LAKESIDE DRIVE, SOUTHOLD SCTM# 1000-90-3-4 Dear Mr. Patanjo: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, March 15, 2023 regarding the above matter: WHEREAS, Jeffrey Patanjo on behalf of M&R NORTH FORK PROPERTIES, INC. c/o MARK SCHILL applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated December 1, 2021, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on March 15, 2023, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, 2 WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of M&R NORTH FORK PROPERTIES, INC. c/o MARK SCHILL to construct a proposed 3,960sq.ft. total (2,051sq.ft. first floor footprint and 1,909sq.ft. second floor) two-story single family dwelling with varied dimensions of 49.0'x48.0' with a 5.5'x7.0' front covered porch, 3'x12' front steps, 10'x33' , covered rear porch with 4'x14' steps; install a proposed generator on a 3'x5' concrete pad; install a/c units; install a buried 1,000 gallon propane tank landward of dwelling; a proposed I/A type sanitary system will be installed landward of dwelling and in accordance with S.C.H.D. standards; approximately 300 cubic yards of clean fill to be added and graded surrounding the proposed dwelling to raise the grade; install gutters to leaders to drywells to contain roof runoff; install and perpetually maintain a 10' wide Non-Disturbance Buffer along the landward edge of the wetland line and a 10' wide Non-Turf Buffer to be installed and perpetually maintained along the landward edge of the Non-Disturbance Buffer; and a silt fence to be installed and maintained surrounding the entire work limits until area is fully stabilized; and as depicted on the site plan prepared by Jeffrey Patanjo, last dated February 27, 2023, and stamped approved on March 15, 2023. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours,, Gt6nn Goldsmith President, Board of Trustees S-OUTHOL.0 TRUSTEES 10 Issued 7'0�R 90jzr# tic , Date D iNAR1C SCFNLL Address THIS NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFICE,1'OWPI OF SOUTHOLD . SOUTMOLDo N.Y. 11971 TEL.: 765-1892 FEMA FLOOD FEMA FLOOD FEMA FLOOD ZONE AE (EL._ 6) \ ZONE D ZONE X DWELLING \ \ N 41°394" E PUBLIC WATER 264.72' ,�4j -- - -- --/�- --T--i -- -- -- --; -- -- - - - PROPOSED -- -- -- �c> / r E,CTRIC ELEV x X 3.1 ��'/ i� LOT AREA x 3.6 X 4.3 / 6.7 / x 9 X 11./ 11.2 o , ! IX 3.2 ii 24,915 SF 28' y� 't� gP\AcE , " 0.57 AC / / G WATERPS EDCE a� P�pNONC pREA" NON ' '' O4' //� X PROP. TANK PROPOSED PERVIOUS '0 3 zcmr X 3.9 i' �� 6uFF�R ' ' DW i / / RAVEL DRIVAY co O i/ i' X 4.0 / �' �+�• ;\OW X 10.2 ' i PROPOSED]/4' WIDE ACCIESS PATH x 3.9 PROPOSED SILT FENCE X 4.1 SURROUNDING WORK LIMITS I I o, ED 2 S �- e5�o 40 pgOP0 FpS1iZLY ; \ PR POSED r I Slls DE1sCE p sE�Tlc sYsrE \ ` . LAWN AREA , a ;,,o RE 1 goof O 1 1 ` o F 2,05 9 o \ \ 1 SF •o /0, ,y x 4.7 x 4.71,93,96 0 ~ e�,FN \ TOT 041 1 EL• ► o °ZIAl 01S�x� a.5F� I \ 9.83 /FF COVD. PORCH 5,5 N z TIDAL WETLANDS BOUNDARY AS FLAGGED BY SOUTHOLD M L\ TOWN TRUSTEES Sept 2019 'D .0 0� 03 1 — ' 7.0 —x�.o `.��90 \ a Ix X6.0 — x \ \ \ � �- -- -- -- -- - -- -- -- - \ \ 41039'30" W DWELLING / 203.55' 11 s LOCATION MAP APP VE® B� PUBLIC WATER \ IDE N.T.S. \ `�C�l�RD �F •1 TRUSTEES . FEMA FLOOD / FEMA FLOOD LAKES FEMA FLOC `\ OWN OF OUT.h1OLD ZONE AE (EL. 6� � ZONE D DRIVE � ZONE X n BaYvrewgd a`dwd� � 1 Main Bayview Rd f i DATE MAk& 15 2.0 PROJECT ae A` i I NG RESIDENCE LOCATION SITE PLAN SCALE1"=20' PROPERTY OWNER: NHBORII a r� . ,- t SCALE: rt--jj I '. ._F _ = � '�9 M&R NORTH FORK PROPERTIES, INC. Proposed Permit Plates 500 Lakeside Dr N, ADJACENT AREA CALCULATIONS - I,-��,,, +; yll 1050 WATERVIEW DR. Southold,NY 11971 �, €" ,ti .- .>r' UAI L: SOUTHOLD, NY 11971 10-26-21 -� TOTAL ADJACENT AREA = 23,541 SF / 100 FEB 2 8 2023 `� 10-12-22 , IMPERVIOUS AREA HOUSE = 2,600 SF / 11.0% PREPARED BY: PROPOSED PLAN 001-05-23 1-23-23 TOTAL IMPERVIOUS ADJACENT AREA COVERAGE 2,692 Sq / �h4%_.__.._..._.. ,_. JEFFREY PATANJO 500 LAKESIDE DRIVE i02-02-23 02-08-23 a P.O. BOX 582 ,.P�,NE -- -. . . ___._ BOHEMIA, NY 11716 SOUTHOLD, TOWN OF SOUTHOLD 02-27-23 Cd. SUFFOLK COUNTY, NY 631-487-5290 SHEET: JJPATANJO@GMAIL.COM TAX MAP NO. 1000-90-3-4 1 OF 2 POLYLOK 20" HD COVER LOW LEVEL 12 10 Media Bas Lar a POLYLOK RISER AS REQUIRED FLOAT SWITCH A " " " A 11 1 Air Header Assembly (WHITE) 10 1 Inlet Piping Assembly CONTROL HIGH LEVEL o 0 0 61.7 9 1 Spray Header Assembly POWER FLOAT SWITCH a d b a b r1 5671 8 1 S ray Header Su port Structure 115 VAC Mum) 0 0 o All l2 7 1 Recirculation Pump, Tsurumi 50PN2.25 15 AMP STAAR DISCHARGE PUMP WIDTH 6 1 Pum Back Assembly, Goulds LSP03 1• ' CONTROL PANEL 115 VAC " 5 1 Pump Back Stand Assembly PUMP (C�) 4 1 Support Structure POWER RETURN PUMP 3 1 Discharge Pump Assembly, Goulds LSP03 115 VAC 115 VAC 2 3 Wall Insert Assembly 20 AMP (BLACK) 1 1 1500 Gal. Tank TOPMEW CUTAWAYMEW RECIRCULATE PUMP 175.6 [4,460] EXTERIOR LENGTH FRONTISIDE VIEW 115 VAC PLAN PROVIDE SECONDARY POLYLOK 20" D-BOX (RED) PART NO. 3017-20 PROVIDE ENDCAP AFETY COVERS (TYP) PROVIDE SECONDARY MATERIAL - HDPE LEVEUNG DEVICES SINGLE UNE WIRING DIAGRAM TUF-TITS EF-4 SAFETY COVERS (TYP) 2 1 DATE: 8/12/04 ON ALL OUTLETS N.T.S. 10.1 [257] FREEBOARD 4" EFFLUENT FILTER 10 9 TPERe 6.9R AIR SPA 8 12 POLYLOK DT. DETAIOUTLET4"PVC 0.2 [5-]-WALLNL r r'44.0 COM ARTMENT THICKNESS 7PVC } _ TR [7,118] A CODE Y ;� DE�iN COMPARTMENT 2'-11" 7 6 4 3 2'-8'" E EI 5 2/3 TOTAL VOL- { 1/3 TOTAL VOL 4'TYP Y- SECTION A-A TOP VIEW 2-COMPARTMENT SEPTIC TANK DETAIL CM-153CO MTs. TYPICAL STAAR 0.75 DETAIL Krs. B 1/2• EXIST. RES. 4*TV F.F. EL. 15.00 C/0 INV. EL. 10.5 INV. EL. 10.4 INV. EL. 10.0-iGROUND ELEVATION 12.4 ®® ®® B ® ® E3 ® ES em q INV. EL 11.0 I SEPTIC TANK STAAR .75 o PROPOSED LEACHING IV 1 o 10' 2 TREATMENT TANK 5' 5' o GALLEYS (6) 8.5' LONG LEAD"IHc H0� �• INV. EL 10.8 D-BOX o x 4.75' WIDE x 3' DEEP DUMMY CUP,TYP. SIDE VIEW INV. EL. 10.1 INV. EL. 9.80 HIM INV. EL 9.90 1. C=REfE 4.OD0 Ps 0 28 DAYS 2 FEW TO BE ASM A-615 GRADE 60 1 WELDED WOE FABRE ASTM A-185 4.DESIGNED FOR AASNEO MS-20 LOOM 5.TCP SLAB AND WALL ARE MOHOURLC LEACHING GALLEY DETAIL 3' MIN ABOVE HIGHEST EXPECTED GROUNDWATER EL. 2.5 ILTa SANITARY SYSTEM PROFILE TEST HOLE DATA McDONALp D SCIENCE 4/24 2018 N. S. ELEV. 10.0 1.0' DARK BROWN LOAM (CL) 2.0' PALE BROWN FINE TO COARSE SAND (SM) 1.0' PALE BROWN SANDY SILT (ML) 4.3' BROWN FINE SAND (SP) PROPERTY OWNER: Al HIGHEST EXPECTED G.W. ELEV 2.5 �l `""-•a+� l M&R PROPERTIES, LLC 17.0' GROUNDWATER FOUND ELEV. 1.7 I; „ '° C: 1050 WATERVIEW DR. Proposed Permit Plans SCALE: �y I' FEB 2 g ( SOUTHOLD' NY 11971 N.T.S. '2 23 8.7' WATER IN BROWN FINE SAND (SP) r_ PREPARED BY: SANITARY DETAILS DATE JEFFREY PATANJO 01-05-23 P.O. BOX 582 500 LAKESIDE DRIVE 01-23-23 SOUTHOLD, TOWN OF SOUTHOLD 02-02-23 BOHEMIA, NY 11716 SUFFOLK COUNTY, IVY 631-484-9332 SHEET: TEST HOLE DATA JJPATANJO®GMAIL.COM TAX MAP NO. 1000-90-3-4 2 of 2 N.T.S. ��S11FF0(,�co Glenn Goldsmith, President ��o °� Town Trustees A Nicholas Krupski, Vice-Presidenty z 54375 Route 25 Eric Sepenoski o P.O. Box 1179 Liz Gillooly Southold, NY 11971 Elizabeth Peeples of '�` Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: M&R NORTH FORK PROPERTIES c/o MARK SCHILL c/o JEFF PATANJO Please be advised that your application dated December 1, 2021 has been reviewed by this Board at the regular meeting of March 15, 2023 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project— SILT FENCE Inspection Fee ($50.00) 1St Day of Construction ($50.00) % Constructed ($50:00) x Final Inspection Fee ($50.00) - Dock Fees ($3.00 per sq. ft.) xx The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ 50.00 BY: Glenn Goldsmith, President �� Board of Trustees 3 Glenn Goldsmith,President ��S�tl COGS Town Hall Annex A.Nicholas Krupski,Vice President *, 54375 Route 25 Eric Sepenoski ? P.O.Box 1179 - Liz Gillooly �A apl Southold,NY 11971 Elizabeth Peeples �s Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: Jeffrey Patanjo on behalf of M&R NORTH FORK PROPERTIES, INC., c/o MARK SCHILL requests a Wetland Permit to construct a proposed 3,960sq.ft. total (2,051sq.ft. first floor footprint and 1,909sq.ft. second floor) two-story single family dwelling with varied dimensions of 49.0'x48.0' with a 5.5'x7.0' front covered porch, 3'x12' front steps, 10'x33' covered rear porch with 4'x14' steps; install a proposed generator on a 3'x5' concrete pad; install a/c units; install a buried 1,000 gallon propane tank landward of dwelling; a proposed I/A type sanitary system will be installed landward of dwelling and in accordance with S.C.H.D. standards; approximately 300 cubic yards of clean fill to be added and graded surrounding the proposed dwelling to raise the grade; install gutters to leaders to drywells to contain roof runoff; install and perpetually maintain a 10' wide Non-Disturbance Buffer along the landward edge of the wetland line and a 10' wide Non-Turf Buffer to be installed and perpetually maintained along the landward edge of the Non-Disturbance Buffer; and a silt fence to be installed and maintained surrounding the entire work limits until area is fully stabilized. Located: 500 Lakeside Drive, Southold. SCTM# 1000-90-3-4 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.: 'In ',r\ous,- «'y;�,l WA V-eV�a"j "A Wna SPAS 1 01N Present Were: /—G. Gpldsmith /N. Kr ski \/E. Sepenoski L. Gillooly ✓ E. Peeples FEMA FLOOD FMA FLOjM FEMA FLOOD}. ZONE AE (L". 6 �, ZONE D \ ZONE X 411 DWELLING N 41°39 E PUBLIC WATER 264.72' ROCrRICD X 11, EL EV 2 r, �� LOT AREA x 3.6 x 4.3 s.7 X ,� 11.2 /, Co�� X 3.1 �'" IV 3.2 24,915 SF 2 ' r - 0.57 AC -� / PROPO ED Q /.,.M M �C ,.rv,,". 1000 GAL WATERS CECe OSE"D, \O t1 N 04' ^v / /�\ PROP. TANI( 'ROP b m p RA �. NO EP&IO&S X 3.g j�RF DW / I EEIE4NAY FE I;0 � r X4.0 a `\DWiX10.2 !" C� PROPOSED 4 WIDE ACCESS PATH x 3.9 PROPOSED SILT FENCEa r X 4.1 SURROUNDING WORK LIMITS y 1 a PR POSED v--► \ X 4.2 v �� \ 0 S C SYTE �+ ,. LAWN AREA I I ` " ( � _ 1 vl Z � X 4.7 X 4.7o o4/0 � " \ t d CD \ " COVD. PORCHaE \ TIDAL WETLANDS BOUNDA w" o 1 a r TFLAGGED TRUSTEES Sept H 019 *0 0�, �«, D \ \ r J \ rn s 103 7.0 a �+ 1 7 \ \ \ \ , 139'30" W DWELLING 203.55' 116, \ X 2.8 PUBLIC WATER J r LOCATION MAP \ - IDE N.T.S. \ \ FEMA FLOOD FEMA FLOOD EMA FLO( ZONE AE (EL. 6) / ZONED ZONE X Main Bayvieµ.,, g s \ ---- PROJECT ' t LOCATION ,, SITE PLAN SCALE: 1"=20' u mm PROPERTY OWNER ' 1 ADJACENT AREA CALCULATIONS pN„ MO 0 WATERV EW DR.R NORTH FORK ROPERTIES, INC. Proposed Pe7wntit PlansAL : , S; TOTAL ADJACENT AREA = 23,541 SF 100% ��, ,` "� SOUTHOLD, NY 11971 PROPOSED PLAN 10-26-21 10-12-22 IMPERVIOUS AREA HOUSE — 2,600 SF 11.0% o1-os-23 / 0 PREPARED Y91-23-23 IMPERVIOUS ADJACENT AREA COVERAGE 2,692 F ��.11.4% JEFFREY PATANJO 02-02-23 "'° • TOTAL500 LAKESIDE DRIVE P.O. BOX 582 02- 7-23 BOHEMIA NY 11716 SOUTHOLD, TOWN OF SOUTHOLD 02-227-23 woaE I .w.. .. . .,. SUFFOLK COUNTY, NY 631-487-5290 SHEET. JJPATANJO®GMAIL.COM TAX ,[AP N0. 1000-90-3-4 1 of 2 POLYLOK 20" HD COVER LOW LEVEL 12 10 Media Bas (Large) POLYLOK RISER AS REQUIRED FLOAT TCHA , A A 11 1 Air Header Assembly (WH 10 1 Inlet Piping Assembly F T S CH 6 1 Re a culaaonr support ruclu CONTROL HIGH LEVEL 0 o �a 61.7 POWER � Q I � 1567 115 VAC a o &IfEiRI� 7 Pump, Tsuruml PN 5 Headerf re 15 AMP STAAR DISCHARGE FUiIP V�1[DfF1 6 1 Pump Back Assembl , oulds L CONTROL PANEL 115 VAC " 5 1 Pum Back tan seem I "-113' PUMP 4 1 Su ort Structure POWER RSR PUMP 3 1 Discharge Pump Assembly, Goulds 3 115 VAC 115 VAC 2 3 Wall Insert Assembly (BLACK) 1 1 1500 Gal. Tank TOPMEW CUr AWAY VIEW EVEW 20 AMP RED 175.6 [4,460] EXTERIOR LENGTH FRDNf1510 I 11(5 VwC PLAN VIEW PROVIDE SECONDARY POLYLOK 20" D—BOX PROVIDE ENDCAP RECIRCULATE P1Jkd'P SAFETY COVERS (TYP) PROVIDE SECONDARY PART MATERIAL — HDPE 3017-20 LEVELING DEVICES SINGLE UNE WISIN�Q 09 AL 10.1 [257] FREEBOARD TUF—TITE EF-4 SAFETY COVERS (TYP) 2 10 . 1 DATE: 8/12/04 ON ALL LETS N.T.S. -q•. 4" EFFLUENT FILTER OUT EQLYLQK D—MIEM 8 I 1A 6.65 AIR SP 12 N.T.S. urn, 7PER '®Ui4. 0.2WALLARTAIF�iT THI E'SS r vc R MA CODE1 �, 2, 11" 7 �COMPARTMENT 5 /3 TOTAL VOL 1/3 TOTAL VOL -- 4'I77" k1'° SECTION A-A 6" 10'-11 " TOP VIEW ATTR wars, 61/r EXIST. RES. 4'TV F.F. EL. 15.00 C/0 INV. EL. 10.5 INV. EL. 10.4 INV. EL. 10.0-iGROUND ELEVATION 12.4 ILA B ® 2M B B ® ER, 4 INV. EL. 11.0 d 10, SEPTIC TANK STAAR .75 o PROPOSED LEACHING o 4'TV I 2' TREATMENT TANK 5' 5 � GALLEYS (6) 8„5' LONG 1O' o 5" ——_....m...............,...J LEACIONG HOLE,TMP• INV. EL. 10.8 D—BOX o x 4.75' WIDE x 3' DEEP DUMMY CUP,TYP. SIDE VIEW INV, EL. 10.1 INV. EL. 9.80 R: INV. EL. 9.90 1. CONCRETE 4,000 P51 0 26 DAYS 2 FEW TO BE AM A-615 GRADE 6D 3.WOM WIRE FABRIC ASBI A-185 4.DESIGNED FOR AASHrO HS-20 LOADING 5.70P SLAB AND WALL ARE MON01.11M LWANG 2= _ 3` MIN ABOVE HIGHEST EXPECTED GROUNDWATER EL. 2.5 N.T-1 5ANIM T PJULAQ1EQFJL D,,... N.T.& McDONAL I 0 'SCIENCE 4 24 2018 N. .S„ ELEV. 10.0 1�DARK BROWN LOAM (CL) 2.0' PALE BROWN FINE TO COARSE SAND (SM) 1.0' PALE BROWN SANDY SILT (ML) 3� HIGHEST EXPECTED G.W. ELEV 2.5 �II �� �' �� ��� ;�< M&RP PROPERTIES, BROWN FINE SAND (SP) b 17,0 4 GROUNDWATER FOUND LLCPTAX POSB� PQT11'LZ1fOr1LS SCALE: ELEV. 1.7 1050 WATERVIEW DR. N.T.s. SOUTHOLD, NY 11971 P PAREDANITARY DETAILS DATE: 8.7' WATER IN BROWN FINE SAND (SP) 10-26-21 JEFFREY PATANJO —05-23 P.O. BOX 582500 LAKESIDE DRIVE 01-23-23 BOHEMIA, NY 11716HOLD, TOWN OF SOUTHOLD 02-02-23 631-484-9332SUFFOLK COUNTY, NYSHEET:TEST HOLE DATA JJPATANJO®GMAIL.COM MAP N0. 1000-90-9-4 2 of 2 N.T.S. Cantrell, Elizabeth From: jjpatanjo@gmail.com Sent: Saturday, February 11, 2023 9:52 PM To: Cantrell, Elizabeth Cc: 'MARK SCHILL' Subject: RE: M&R North Fork Properties; SCTM# 1000-90-3-4 Good morning Elizabeth, Please be advised,we will not have the revised plan package ready for the submission deadline and ask that we postpone the hearing until the March agenda. Thank you, Jeff Jeffrey @:atanjo i o Ihenniia, Ih Y 13.716 631-487-5290 _......_.._talo ,µ uTnap[.co n� JJP From: Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent: Friday, February 10, 2023 8:27 AM To: 'Jeffrey Patanjo'<jjpatanjo@gmail.com> Subject: RE: M&R North Fork Properties;SCTM#1000-90-3-4 Good Morning Jeff, The Board reviewed the revised plans during last night's work session and saw that the dwelling(and possibly other proposed structures) are different dimensions than your last written project description states. Please submit by end of day Monday a revised written project description to match the latest set of plans for the proposed so that this application can be heard at Wednesday night's public hearings. Thank you. Senior Office Assistant Town.of Sou.th.old Boc ird oF` rUstees Offices 631-765-1892 ErxaaiL ,.. �a, �ry . From:Jeffrey Patanjo<� ggf66 1 LL-,r� corrs> Sent:Thursday, February 9, 2023 1:08 PM To: Cantrell, Elizabeth<eIjzabe0 c r t w n.southolITsjmmmn us> Subject: Re: M&R North Fork Properties;SCTM# 1000-90-3-4 1 Good afternoon. We are working on getting you revised plans with new house location to your office before 3:00 today !!! Thankyou Sent from my iPhone On Feb 8, 2023, at 4:00 PM, Cantrell, Elizabeth <e Ii � 1 to r r!mm ail 9 iA1y,LJ >wrote: Jeff, Yesterday the Board of Trustees had their field inspections and requested I send you the field notes to the above referenced property. The project will require revised plans. Please submit two revised sets of stamped/certified plans as soon as you can. Unfortunately,tomorrow is the work session so if you can send them or have them dropped off as soon as possible hopefully this can continue to move forward and be heard at next week's public hearings. If I receive the requested revised plans in time I will ask the Board if the application can still be heard next week. Sincerely, Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email <20230208155245.pdf> z t T FEMA FLOOD FEMA FLOOD FEMA FLOOD ZONE AE (EL. 6) , ZONE D ZONE X FEB 9 2023 JDWELLING \ 91°39 �i0" E PUBLIC WATER 264.72' � ECTRIC PROPOSED ELEV LOT AREA X 4.3 77/ X 11 11.2 w x3.1 r i jX3.6 X9.X 3.2 24,915 SFa GAL/ P. TANKMk.o.,� $ �� 0.57 AC / / v.-ru _N° ��G +N ', 1 O 4' � /, 24 i\ '► pRDaO$�� ,G X 3.9 — 0O / ,, / G Dp ti 4dD qtr► ► / t X4.0 / X10.2 � � �? f r PROPOSED��4' WIDE ACCESS PATH I i { f x 3.9 PROPOSED SILT FENCE � ► ; x 4.1 SURROUNDING WORK LIMITS PROPOSED 2I STY.I WI I SINGLE F LY _ \ •,� � ul � PERVIOUS GRAVEL x �—► l 4:2 `.� RESIDENC SIDEWALK LAWN AREA I x\ __ 5 BEDR00 ► 0.0 F.F 2,051 PF \ S.F. 1,962 SF R OSED I/Atl ta O O P TOTAL = 3,9 0 SF SX 4.7 X 4.7 o ES SYSTEM 14 0c� + � 4� D � p I) 1S .4.5 LP LP LP ' COV - PORCH r I .5 TIDAL WETLANDS BOUNDARY 40. ' \t AS FLAGGED BY SOUTHOLD �! LP LP LP t o TOWN TRUSTEES Sept 2019 w �� •D+� `9 PROPOSED LEACHING o F--1 ' �` X7.0 �.����� `EY SYSTEM O3t q - 1 57 �' 6.0— 1 PROPOSED i� L -- -- -- -- — \— -- — -- X TER SERVICE zz S 41°39'30" W DWELLING / 203.55' 1 a X 2.s / PUBLIC WATER E LOCATION MAP _ N.T.S. FEMA FLOOD FEMA FLOOD j,Av D FEMA FLOC ZONE AE (EL. 6) / ZONED 1)p ZONE X Rd Mem B"riKw E t PROJtCT � NEIGHBORING RESIDENCE LOCATION SITE PLAN SCALE: 1"=20' t PROPERTY OWNER: � 4 M&R NORTH FORK PROPERTIES, INC. E. Proposed Permit Plans AS SCASCALE: �t�aeo,„, ADJACENT AREA CALCULATIONS 1050 WATERVIEW DR. Southold NV 11971 TOTAL ADJACENT AREA = 23,541 SF / 100% SOUTHOLD, NY 11971 IMPERVIOUS AREA HOUSE = 2,600 SF 11.0% io-26-21 PROPOSED PLAN 10-12-22 / PREPARED BY: o1-Os-23 TOTAL IMPERVIOUS ADJACENT AREA COVERAGE 2,692 SF / 11.4% JEFFREY PATANJO 500 LAKESIDE DRIVE oz—oi—z3 P.O. BOX 582 SOUTHOLD, TOWN OF SOUTHOLD 02-08-23 BOHEMIA, NY 11716 SUFFOLK COUNTY, NY 631-484-9332 SHEET! JJPATANJO@GMAIL.COM TAX MAP NO. 1000-90-3-4 1 OF 2 POLYLOK 20" HD COVER LOW LEVEL 12 10 Media Bas (Large) POLYLOK RISER AS REQUIRED FLOAT SjTCH A A 11 1 Air Header Assembly - 10 1 Inlet Piping Assembly CONTROL NIGH LEVEL a 0 a 61.7 9 1 Spray Header As! Tb POWER FLOAT SW CH p o o &1,567] 8 1 Spra He, Support tructur�e 115 VAC (YELLOW) 0 p a TERI& 7 1 Recirculokian Pump, Tsummi 50 N2.25 15 AMP STAAR DISCHARGE PUMP WIDTH 6 1 Pump Back Assembly, Goulds L-115 VAC ` 5 1 Pump Back Stand AssemblyPUMP CONTROL (C�) II 4 1 SUppOrtStructure POWER RETURN PUMP 3 1 Dischor a Pum Assembly, Goulds LSPO3 _ 11 VAC 115 VAC 2 3 Wall Insert Assembly 1 AMP (BLACK) 1 1 1500 Gal. Tank TOP VIEW RECIRCULATE PUMP 175.6 [4,460] EXTERIOR LENGTH I FRONTISIDE VIEW CUi AWAY VIEW 115 VAC PLAN VIEW PROVIDE SECONDARY POLYLOK 20" D-BOX (RED) PART NO. 3017-20 PROVIDE ENDCAP AFETY COVERS (TYP) PROVIDE SECONDARY MATERIAL - HDPE LEVELING DEVICES SINGLE LINE WIRING DIAGRAM 10.1 [257] FREEBOARD TUF-TITE EF-4 SAFETY COVERS (TYP) 2 1 DATE: 8/12/04 ON ALL OUTLETS N.T.S. g, 4" EFFLUENT FILTER 10 9 POLYLOK D-BOX DETAIL 7-2/3 6.9%AIR SPA OUTLET S 12 N.T.S. VC0.2 [5] WALL MIF44.D COM ARTMENTTHICKNESS rPvc 11181 A66 000E - 'E THCOMPARTMENT 2^.11 43 2'-89 TOTAL VOL--i 1/3 TOTAL VOL 4•m 7•-70- SECTION A-A TOP VIEW 2-COMPARTMENT SEPTIC TANK DETAIL (IM-1530) FTS TYPICAL ME 9.75 DETAI FTS, I!1 61/2• EXIST. RES. 4•TT? 61/2. EL. 15.00 C/0 INV. EL. 10.5 INV. EL. 10.4 INV. EL. 10.0 GROUND ELEVATION 12.4 jE3 ® a 4 ;B ® ? `' INV. EL. 11.0 I 10, SEPTIC TANK STAAR .75 o PROPOSED LEACHING 1 I 2' TREATMENT TANK 5' 5 � GALLEYS (6) 8.5' LONG -LEACHING HOS TYP. INV. EL. 10.8 D-BOX o� x 4.75' WIDE x 3' DEEP --DUMMY WP,TYP. SIDE VIEW INV. EL. 10.1 INV. EL. 9.80 1. CONCRETE 4,000 P51 026 DAYS INV. EL. 9.90 2 REBAR TO BE ASTM A-615 GRADE 60 3.WELDED WIRE FABRIC ASDL A-165 4.DESIGNED FOR AASHIO HS-20 LOOM 5.TOP SLAB AND WALL ARE MONOI M LEACHING GALLEY DETAIL 3' MIN ABOVE HIGHEST EXPECTED GROUNDWATER EL. 2.5 SANITARY SYSTEM PROFILE TEST HOLE DATA FTs s McDONAL G 0 SCIENCE 4T24 2018 ELEV. 10.0 FEB 9 2023 1.0' DARK BROWN LOAM (CL) 2.0' PALE BROWN FINE TO COARSE SAND (SM) 1.0' PALE PALE BROWN SANDY SILT (ML) 4.3' BROWN FINE SAND (SP) PROPERTY OWNER: HIGHEST EXPECTED G.W. ELEV 2.5 17.0' GROUNDWATER FOUND M&R PROPERTIES, LLC SCALE! ELEV. 1.7 1050 WATERVIEW DR. �/10�OS2(>l PeT1riat a7LS .S. SOUTHOLD, NY 11971 N.T.S. 8.7' WATER IN BROWN FINE SAND (SP) PREPARED BY: SANITARY DETAILS 0-26-21 JEFFREY PATANJO 01-05-23 P.O. BOX 582 500 LAKESIDE DRIVE 01-23-23 BOHEMIA, NY 11716 SOUTHOLD, TOWN OF SOUTHOLD 02-02-23 BOHEMIA, NY 1 SUFFOLK COUNTY, NY SHEET: TEST HOLE DATA JJPATANJO@GMAIL.COM TAX MAP NO. 1000-90-3-4 2 of 2 N.T.S. Glenn Goldsmith,President �OSu�J���cOGy Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 CO Eric Sepenoski w P.O.Box 1179 Liz Gillooly �y • o�-V Southold,NY 11971 Elizabeth Peeples � ' �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed,in field by: Jeffrey Patanjo on behalf of M&R NORTH FORK PROPERTIES, INC., c/o MARK SCHILL requests a Wetland Permit to construct a proposed 3,960sq.ft. total two-story single family dwelling with varied dimensions of 49.0'x48.0' with a 5.5'x7.0' front covered porch, 3'x10' front steps, 10'x33' covered rear porch with 4'x14' steps; install a proposed generator on a 3'x5' concrete pad; install a/c units; install a buried 1,000 gallon propane tank landward of dwelling; a proposed I/A type sanitary system will be installed landward of dwelling and in accordance with S.C.H.D. standards; approximately 300 cubic yards of clean fill to be added and graded surrounding the proposed dwelling to raise the grade; install gutters to leaders to drywells to contain roof runoff; install and perpetually maintain a 10' wide Non-Disturbance Buffer along the landward edge of the wetland line and a 10' wide Non-Turf Buffer to be installed and perpetually maintained along the landward edge of the Non-Disturbance Buffer; and a silt fence to be installed and maintained surrounding the entire work limits until area is fully stabilized. Located: 500 Lakeside Drive, Southold. SCTM# 1000-90-3-4 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 - other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples SURVEY OF: PROPERTY LOCATED AT BAYVIEW LAND N/F LOT No. 56 AS SHOWN ON PHYLLIS R MAP OF CEDAR BEACH PARK MAUS VACANT FILED: DECEMBER 20. 192 : FILE No. 90 �tim TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK \ POLEti,!> S.C.T.M. # 1000-90-3-4 LAND N/F AREA = 24.915 SF. S 28°11'00"E PAUL OILMAN SCALE: 1"=40' � 42.74' ~~ RESIDENCE NOTE: THE EXISTENCE OF RIGHT OF WAYS. WETLANDS AND/OR EASEMENTS OF RECORD DRrvewn� S 60020'30"E ,mm\ IF ANY. NOT SHOWN ARE NOT GUARANTEED.,.' 63.00 TEST DW HOLE ELEVATIONS REFER TO 1986 NAVD ELEVATIONS SHOWN THUS +++ 6� PIPE GEN OB WELL 0 Ow 6 " C.D. 41� d„ STAAR 8.75 °& TREATMENT UNIT C �45"s* CYO PORCH Y. 2 CNW 41 �p j Co to TIDAL WETLANDS BOUNDARY AS FLAGGED BY " %�^^ •��� N 27044'55"W6b b ti SOUTHOLD TOWN TRUSTEES M ' E c E p `9 I �! TEST HOLE DATA �— BY: MCDONATO SCALE)GEO SCIENCE ' N 62050'42"Wn , 7 � .. 38.62' 4i24i2e1e9n FEB - M N S 73012'53"W � N 87002'03"W 3 8.67 OL I.DARK BROWN LOAM Southold To n 36.47' SM Board of TrusteesPALE BROWN FINE 3' TO COARSE SAND SURVEYED BY: STILL WA TER MLa PAUL BARYLSKI LAND SURVEYING PATCHOGUE NY 11772 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION LAKE SP BROWN FINE SAND OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. PHONE 631-294-6985 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED B.3• OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. FAX 631-627-3186 GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO SP WATER IN BROWN THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO FINE SAND P A U L B A R Y L S K I®YAHOO.C O M THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION 17• SEPTEMBER 13, 2019 LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL6-3 0-2 0 2 0: REVISE SURVEY INSTITUTIONS OR SUBSEOUENT OWNERS. COMMENTS: WATER ENCOUNTERED 8.3" BELOW SURFACE 5-7-2022: LOCATED ADJOINING RES'S 3773-P4 2-6-2023: REVISE SURVEY ' CONTRACTOR NOTES V-••- -�•• SAFETY NOTES:RESIDENTIAL RENOVATION&CONSTRUCTION General Notes: 1. GENERN' ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD.NEW YORK,2020 RESIDENTIAL CODE OF Wood: _ NEW YORK,AND REGULATIONS OF N1 OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTES: 1. AI studs to be SPF 12 or better,and all other structural wood to be Douglas Fir/tach 02 or heater. 0 2. FIRE SAF7=Pf! FUSIGN �p �TAmC�i2. AI structural wood shall be In accordance with the national design specifications for wood construction- latest edition. ASSOCIATES uI I. ALL WORK SHALL CONFORM TO TE REQUIREMENTS OF THE TOWN OF SOUTHOLD.SUFFOLK COUNTY.NEW YORK,2020 RESIDfMIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARETO BE STORED IN A a manamiaeda..assess CODE OF NEW YORK,FIRE DEPARTMENT RULES AND REGULATIONS,UTILITY COMPANY REQUIREMENTS,AND THE BEST TRADE 3. Nailing schedule shall be In accordance with the specified code. _ B.QED AREA PRACTICES. 2. - 4. Pre-manufactured tnmssa. C.ALL MATERIALS TO E STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK,THE CONTRACTOR SMALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. An trusses shah be'ehapee os shown on architectural erose seetims. D.ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED N THEIR RESPECTIVE MANUFACTURERS CONTAINERS. SUCH PO.BaLlO5 HhmK(6311433-iBUILDINGS,OBTAIN ALL REWIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS,OBTAIN ALL REQUIRED PPRMIfrh b. Trusses chaff tear a boea number and shall be manufactured by a registered manufacturer. SaAMd,NewYOt 11911 ENM t do larks AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD.NEW YORK,AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. - 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT REQUIRED FOR PROPER CONSTRUCfTON OF ANY PART OF THE WORK 5• Enact and brace trusaw In accordance to truss plats institute rwcemmendatiorm E.ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F.ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. +• a NI plywood shag be In accordance with the American Plywood Association(APA)specifications. 0.ALL ELECTRICAL POWER N THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OCUMO - _ \ THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES,AND OWNER, b, Plywood sheathing shall be continuous over two or more Spans with grain of lace Pyx across supports 5. corporation or equal. CONTRACTOR,AT ALL TIMES,TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS,OR ANY FLAMMABLE Thar drawings and specifications Including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED - Ideas,design cad arrangements reprae-Ed- d CONSTRUCTION AREA THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND EMOING FOR ALL STRUCNRAL OR GAS TO BE USED DURING CONSTRUCTION. therein.ere the property of KEHL DEMON REMOVAL TASKS.THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY 7. NI OHIO,shall be pressure preservative treated(A PSF retention)SYP}2 or better. J ASSOCIATES,LLQ.No part thereof shag be ilan OR DURING THE EXECUTION OF THE WORK. 3. OUST CONTROL ere with dullard to rthen m used r eamlhich 8. DoaTrpl values: with any work or project other Than for which 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK,AND SHALL AND SWILL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER WADES., a. Framing Lumber. OF(north)No.2 or better A.DEBRIS,DIRT AND DUST TO BE KEPT TO"A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA6 they ham beat piel mod without written consent PLUMBING,ELECTRIC&%ETC. E- 1.800,000 PSI B.CONTRACTOR TO ISOLATE CONIRUCITON AREA FROM OCCUPIED BUILDING AREA 8Y MEAS OF TEMPORARY PARTITIONS OR 7. FV--95 PSI PLUMBING WORK SMALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FORFb 825 PS C.HEAVY DROP CLOTHS.R AND OBTAIN THROUGH REV: AMENDED TO PLAINS DATED JULY 21.2021 THE DEPARTMENT-OF BUILDINGS ALL REQUIRED PERMITS,INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS,DIRT.AN DUST TO SE CLEWED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID E'XOESSIVE B. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TWES,WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber(LVL): ACCUMULATION. - THROUGH THE BUREAU CE ELECTRICAL CONTROL ALL REWIRED PERMITS,INSPECTIONS AND REQUIRED SIGN OFFS. E 1,900,000 PSI 9' w-2W PSI 4Addendum Plan To EAsting Plan 00 Fb-28PSI . NTtsE AF7eR HOLRS: THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE In The Town Of Southold Buiidinc DRAWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. A.CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS:SAM TO QPM.MONDAY TO FRIDAY, 10. KEHL DESIGN ASSOCIATES,U.C.NOTE � .� B.EXCEPT LEGAL HOLIDAYS. ` ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED, KEHL DESIGN ASSOCIATES I.I.C.AND THERE ASSOCIATED ENGINEER ARE NOT OVERSE EIG"THE CONSTRUCTION OF THIS BUILDING.' Department, 11. (- THE USE OF THESE DRAWINGS BY ANY CONTRACTOR,SUBCONTRACTOR, BUILDER,TRADESMAN OR WORKER SHALL INSTIGATE A HOLDALL DIMENSIONS ARE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM�AI1 AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. p OF THE FIRST FLOOR ARE TOHED FROM THE FINISH LEVEL OF BE REVIEWED FOR APPROVAL BY THE OWNER AND VARIATIONS DOE IGNASSOCIATES ALOE•NOECONST USN HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES U.C. g CONSTRUCTION OPEPA71ONS WILL NOT INVOLVE INTERRUPTION OF HEATING.WATER,OR ELECTRICAL SERVICES TO THE OWNER. Rivas Residence WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. - THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES I.I.C.HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED,AND WILL NOT CREATE DUST.DIRT.OR OTHER SUCH 305 Flint Street 12. CONSTRUCTION MEANS, METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NBGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEERS ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM Greenport,NY 11944 RESOLUTION. THE NEGLIGENCE OF THE CONTRACTOR,SUBCONTRACTOR,TRADESMAN.OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES B SPECIAL SAFETY NOTES 13. THAT KEHL DESIGN ASSOCIATES I.I.C.SHALL TAKE G RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE PLAN# 1065-2020 THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THE AND RELATED SITE WORK,AND ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMMS. HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS,RECONNECTIONS,AND STARTUPS. OF THEIR-ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. DOCUMENTNOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL.PLUMBING,AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO.THE CUENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW,TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES. U.C.HARMLESS FROM ANY CLAM. THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEYS FEES AND COSTS OF DEFENSE,FOR THE INJURY OR ECONOMIC LOSS INDICATE SAMSFACTION SHALL INDICATEWWONCERNIINA SAFION NY AND FULL RESPONSIBILITY SAFETY ACCIDENTS FOR OR DAMAGE. PROPERTY AS ARSE WORK NOTES: -- ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR TO HIS ACTIVITY,IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE.HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR,KEHL DESIGN ASSOCIATES U.C. CMATC AND GFDGUPno DEMON CRMERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. NOT FOR ZDME BNow 0F9GN DESIGN urDEaAY- FLOSU wrD Dm0S1iiE �iE1W ISTRUCIURES SE SMON R3OI..2,CONFORM VWIH�PRohc,t�a�PU INCAS.COW 7 IN ACCORDANCE WITH CHAPTER 3,ROVIDE SINGLE OR AMON SMOKE SEECTION R314 OF THE 2020 RESIDENTIAL CODS AS WELL AS CARBON E MONOXIDE RT STATRS E. W AND nPlE-S<ATION CONSTRUCTION IDM :11 Y WEATHOW DECAY THP. REOIARFD HAZARDS rA M Za Ras 13o h C 5EVFRE S-0` I MODERATE TO HEAVY S101T Til IWOLRIITE„dager I YES ,aB4 xBB C R301M.2 PROTECTION OF OPENINGS USE UNLESS EXTERIOR GAMNO N BIIDMS LOCATED N WI D-BORRE DEBRIS RESIGNS SHALL BE PR07WFED FROM MN DBORNE D®RIS.CLA2ED NOTE FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 OPEMv TARE R3O.8-MNIMIN U NIFGR1LLY DSTRWI D LIVE LOADS. MGPROTECTION AS MODIFIED LN ON 30011a;SiGARAAGGEMEET DOOR�o�PROTEC��N FOR FDWSSAX ABORM %is=ASIM MM MEET RESIDENTIAL CODE OF NEW YORK STATE CERTIFIED BY A DESIGN CRITERIA N+POUNDS PER SQUARE FOOT) 11E REUM04M OF AN APPROVED WACT-RESS+NG STANDARD OR ANS/DASMA Ta NOTE ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PROFESSIONAL EDCCPT101h FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. PIiEScaPT1vE DEMON 2O,RF�ENIIAL OHM--T D FAMILY Oymm03 MS 1.WOOD SRe1CILRAL PANELS WITH A ANNUM THICKNESS OF Tb NOH(++mm)AND A SPAN OF NOT MORE THAN 8 FEET[[24aaam) ENGINEER SMALL BE PERIBTIED FOR OPENING MOECTION.PANELS SMALL BE RECUT AND ATTAC ED m THE FRAHM SRROIDNC3 TIE NOTE:ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE USS(s)AND OCCUPANCY CLASWICADON(s) UNNHAETTABE ATTICS WITHOUT STORAGEb - 10 OPENING CONTAINING THE PRODUCT WIN THE GLAZED OPENING.PANELS SIAL BE PRFDRILED AS REOLMED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. MOM AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT BUIL EE DESIGNED 10 RMST THE ISE OCCUPANCY UNNFUBTABLE AT11C5 MRH LWHIED S10RI10Eb'g 20 COMPONENTS AND CLADDING LOADS WOWED IN ACCORDANCE INTH EITHER TABLE R301.2(2)OR VAR THE PERMANENT OCARM N-RESISTANT ATTACHMENT PROVIDED AM ANCHORS PQMA ENRY INSTALLEDON THE ASCE-TBUILDNG,ATTACHMENT A CAPACITY N ACCORDANCE MTH TABLE 8301.2,.2 03 PEBUTTED FOR BIADNGS WTH A LEAD NGI ROOF FT OF 45 FEET(14,725-)OR IE53 QUAL TO OR GREATER THAN THE REQUIRED AMOUNT ED BY AN EDCALCULATID GINEER TOHAVE CASE IE90tN11AL R-3(SINGE FAMILY) HABITABLE ATTICS AND ATTICS SERVED'#M FADED STARS 30 WHEfNE MUM THE ULTIMATE DEMON WIND SPEED VaS ISO LPH(2001.)OR LESS. TYPE OF COtSTSUCION(CHAPTER e) 9N.CONIES(DCTE7aOR)AND DECKS (s) 40 TABLE 11301.2+.2 WIND-BONE DEBRIS PROTECRON FAM140 SCHEDULE FOR MOOD NAILING N0T6: SIIMCIUAL PANES ob•ae ALL MATERAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 8,TABLE R602.3(1)OF THE 2020 TYPE CINQW I=ESCAPES 40 FASTENER SPACING OMt7MED) R[�!21ENNL CODE OF NEW YORK STAM R301 DESIGN CRITERIAV B GUARDS AND HA ORALSd 20d' FASTENER TYPE PANEL FEET 4 ANT,< FEET 0 FEST< FEETR301.1 APPLICATION HEIGHT AND FIRE AREA WARD N-RLL CONPOMEZNTSf Wb 5 4 FEET SPAN 5 e FEET SPAN s e FEET INCLUDING DEAD LOADS,BUILDINGS (AADS,ROOF C LOADS,FLOOD LOADS.SNOW LOADS, TNG LOADS CAND SEISMICLOADSLOADS AS PRESCRIBED - Na a WOW SCRIM- BY THIS CODE THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE HEIGHT FIRE AREA PASSENGER VEHICLE GARAGES* WO, SABO ANCHOR��2 to +o a SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF am 09MENTLOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION.BUILDINGS AND STRUCTURES ROOMS ODER THAN SLOPING ROOMS 40 N06 10 WOW SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WiTH THE REQUIREMENTS OF THIS SECTION. BASED AND=1111H THE VERTICAL DISTANCE FROM GME ElQR YLENGTH to 12 0 PLANE TO THE AVERAGE ROW OF ,neDeTD AREA SLFZPNO Roar - 3p R301.1.1 ALTERNATE PROVISIONS IRE HIGHEST ROOF SURFACE 3 STORYMED A >i INOH HIAl1E,Et uasaEW- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE M&R 2A'-e•AS PEN CIAPTER 8 CP THE BASED ANCHOR MTH x 18 18 Is su26B"W{@NG caoE a'NEw. AS PER TABLE RROaz STARS 4Oa NCH EMBEDMENT LENGTH LIMITATIONS OF THE.THIS CODE AND THE LIMITATIONS HERON.WHERE ENGINEERED DESIGN IS USED N CONJUNCTION WITH THESE STANDARDS,THE DESIGN SHALL COMPLY WITH THE BUILDINGLCODE OF NEW YORK STATE FOR SE 1 rah_2a4 mm.1 FOOT.301.11 mm.1 pond.4.448 NL,inns par haw.06447 m/s 1.AWC WOOD FRAMED CONSTRUCTION MANUAL(WFCM) PROPERTIES FOR S: a Tds table is bard m 180 nph.Wfanata design wind speeds 1Ls and a 48-rot mass real hdghL TEAL,MOUNT FROM RIDGE TO GRACE 30-, 1 POUR PER SQUARE I=.QO479 Imo,t SQUIRE NCL.W mn)`I POBD-4.48 W � 2ALS1 STANDARD FOR COLD-FORMED STEEL FRAMING-PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS(NSI-15230) - a ELEVATED&MOE RAM MULL BE CAPABLE OF SUPPORRINO A$TDO-POUND LOAD b.Fadwow r.d1 be Mimed d 000rrB end.0 the wood eb b.ual PaaL APPLIED OVER A 20-SQUARE-ICH AREA Fastwoes shag be redact a mr d 1 raft hon tike sage al tis pa.L 3.ECC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(ICC400) � LAKESIDE DRIVE LUMBER SPECIES AND GRADE b.UN UMBTABE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE GEAR HEIGHT a the but q ffrhars dM ar s FFedws w gbote �d be extsim sag h� of 2)1 be,an:ftm�the dmf c crus a minkrun eman ds, SOUTHOLD,NY 11971 BETWEEN MIS ANO P41M IS Mar MORE THAN 42 DIa®.OR 11 ERE TIERS ARE NOT 1WE.OR MORE ADJACNr IRUSSES WEN,111 CONFIgRNA71014 CAPABLE OF d.Mose paw are aHaohd m rosary er masevy.moon.that'.her be atfadad astq vbrau.rrrRrt andwrs NOTE:ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, ALL HOUSE FRANNO MATERIA. DOUGLAS FR-LARCH R ARD OEM ACCOMMODATING AN ASan®RECTANGLE 42 NOES N HEIGHT BY 24 DICES N MDTH, haA4'l a mrtMon dtbmle wtfhdraxd arpmty of,.800 Panda OR GREATER,WHIN TME PLANE OF THE TRUSSES.THIS LIVE IOM NEED NOT BE ASSUMED ° - °FOUNDATIONS'OFTHE 2020 RESIDENTIAL CODE OF NEW YORK STATE SCTM#1000-90-03-04 ALL SAM OEM FRAM MATEBAL DCA NO PIKE R AID BETTER TO ACT Oa OURRIE 11LY INIH ANY OTHER LIVE IDM fEQUMOITS a INDIVIDUAL STAR TIREMS SHALL BE DESIGNED ETR THE UIFOML3 DMRIBUTD LIVE LOAD PROJECTSTOCOMPLYWfTH ONAPTEH4RESIDENTIAL ENERGY EFFICIENCI',ASPERTHE OR A 300-POND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGNCRTTERIAREQUIREMENTS 0FTHE2D20ENERGY OONSEVATONCONSTRUCTION CODEOFNEWYORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE QEALFST STRETiSES. OF NEW YORK STATE. GENERAL NOTES d.A SINGLE CONCENTRATED LOAD APPLIED IN ANY!DIRECTIONAT ANY PONT AIDING THE TOP. SECTION 11402,BUILDING THMMN.ENVELOPE OFTHEENERGYCONSEHVATIONCODE OFNEWYOPo( AREAS OF STRUCTURE a SEE SWIM R507.1 FOR DECKS ATTACHED TO MOOR WALLSdd R+o++ n4a-1 e"sees ossa d the M.*W' +• PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY EC.CRAW.SPACE NA R WAD N-FLL COMI ONERTS(ALL TRIOSE DMPT THE HA1DRAL).BALUSTERS AND PANE. 2 SWJon R405 and tr pra+Mes d erlae R10I 6=4h NO 16fteAd s•MadaW FILLERS SOUL W DESIGNED IO MTISTARD A HORGIONTALLY APPLIED NORMAL LOAD OF 3.TM eros•mBnp�'LEVY GPraaoh r S.crrn 8406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE(2020 ECCCNYS),BASED tEWr GUM.SPATE 2082 R 80 POUNDS ON AN AREA EQUAL TD 1 SQUAME FOOT.THE LAM NEED NCT BE ASSUMED NEW BASEMENT NA -- ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND L�E.SETUE Ia'EHI�MBIfffTf Su NO1a 1SIQEB cFlK TO ACT CONCURRENTLY WIN ANY 071ER LIVE LARD REOIRE]ETLTS - (MT TABLE RIM12 / a ELL FAST FLOOR HA , E ASHRAE 90.1-2016 •BSUtfq�IEW�E9xaA�SUEaM�e6uLI: FEW FIRST FLOOR 2052 R 4 UIDO EASE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN tRa1� 1 c D1ER116T FI®T(ffH CXRACd9 MU 1BET ALL EX SEDOD FLOOR MA THE JC319 ARD RAFTERS S 42 NOES OR GREAIEL OR MOM TIES ARE I=OR srsea �y, a worms faEsleAlE1 ewes rrvaaxosL wAu avwe usrte ewe m% FBpJ��-l®A�BADIE fMMKIFE1DRLIE MORE ADJACENT IRUSSES WITH NO CONFIGURATIONS CAPABLE OF ACCOMMODATING AN orcbs ..•Asx evwtc+ wwsu loam avM NEW BED=FLOOR face NN INCHES N R ASAIIED RECTANGLE 42 INCHES HEIGHT BY 24 aWIDTH,CR GREATER WITHIN NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS '�_- ;I�el lABR»ITUIESIDU�ITWI■I906CEDUIDOM� NEW BALCONY NA THE PLANE OF THE TRUSS I810EPT FID WBgBEDON BBA91E'OI OfIMAIISIDT LDFT NA THE LAVE LOM MED ONLY BE APPS TO THOSE PORMOMS OF THE,s,�OR TRUSS MMHLE OS2 0.54 aA0 49 pOR13+TA er,s ,e tv,s +azt 1Dns TO BE IN ACCORDANCE WITH TABLE R6022(1)FASTENING SCHEDULE OF THE 2020 RESIDENTIAL MA BOTTOM CHORDS WHERE ALL OF INS FOUOWNO CONDITIONS ARE MET _ _ CODE OF NEWYORK MA Fbr Si.,fad MU mm q.-.-�..�� _ ._.„.._ _- ....x� "�� -'+S �y�y:. -=z,.��-c :1� 2018 1.THE ATnC'AREA S ACCESSIBLE FROM AN OPE UNO NOT LESS THAN 20 INCHES N VDIH a R�Ir an awd,a U-fact"and SOD are mmm.oa Mor bKdditn r twtmd,n a=ft e"r,� � GARAGE 824 R BY 30 NOES N LENGTH THAT S LOCATED MERE THE CLEAR H13G T N THE ATTIC S than aha I"a #ads- f tin Ya6tloM1 V.ached R-rhw d as k-kMm std st W Isr the,ace F'I >- A NA NOT 1E53 TUN 30 NCIE9 R�d,s.P.reDd r IRs faM► ^ --_ _ 4 s�) ©�iTEBR'1D�I�1.SSRI ASSOJATLS OG solos Roar MA a T7s a.awon u-radw ooLmn res row TM SHOO mon,apps.m a d®d r..R dLn ALL TOOL RING NO BLYAMIS ARE PROIFLLIID 2TE SLOPES OF THE JOISTS OR TRUSS BOTIaI CHORDS ARE NOT tlE11TR THAN a"t0/13•meas R-I0 senores insdstor m the rtelw<r aletr d ace for m R-13 oadbr errdsaon d ar - - MR RDERN.CPYAIBR LAiL - _ . S�PORCHES MA _ 2 NOES VERTICIL TO 12 UNITS MORMWAL' •r,. .1, . S REQUIRED INSULATION DEPTH S LESS THAN 71E JOIST OR THE 7RNPJS BOTTOM sora d ace baswrwnl-L I i �2, �1` FLW MAY NOT BE MDld1T /���"LIDK FEW am MA YE>�D INSU •+e/10•m.a,R-+8 mdavo.lr.Ldo n an ar idrla or edam d tb.,on.W R-+0 s ft tndA.d w t �iILH AUAID�ATpI +yam __ �py COVERED FORCES 3W R Flour d,M ba.ened wA•18/10•Was be Pead+rd r be and wRh R-13 only a.rldr.,m ti,.rrdw dace of - G w/A COVERED ENTRANCES 08 R THE REMASIIO POR110PS OF TIE.TOM'S OR TRUSS OOTTOM CHORDS SHALL gE brrod ra ors R-0 aadE.es rwddre on as lacier w edarrr d Ahs hoar'10/13•mean R-10 oo m-- `'M" o "N AIL BANS ARI DESBiS AM TIE ME PAp4RR 1J�,!•. E3 r-'°� PM HOUSE/ NA DESIGNED FOR A UNIFORMLY DISTRIBUTED COMMENT LIVE LOAD OF NOT LESS soddbs m tin Mwrr a•sdedw d ve amus a R-,3 aa'M4r horlo8ws d the riwiw d the baewe waB. Y y'a,�hs; �`+:. I DW AMU LM RRHT IDTD B!!D OE SIR11CAIfE FT I llfg ~f'. 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DETAIL "L". - - SCTM#1000-90-03-04 LFTA ROD SYSTEM 1 LFT, DRAWING Tm.F_ Ridge Strapping_ T tirduNticEdiF RooF ituitoFF NOTE- NS LSTA430 ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE SIMPSON WINDLOAD BP ALL VENT PIPES ARE To HAVE LEAD COATED COPPER SLEEVES/COVERS RUN OFF FACTORS ASPHALT-1.0.ROOF 1.0 1'-0'DEEP POOL.4'CIA-12.58 WRI.R oe paa r wtuaal R CHARTS 8L CALCULATIONS a-Twwouow 1'-0'DESA POOL z e'D0.-22.3 a.R per vstNml R ,• Roar 7-0o'DEEP PDEEP OOOLL 7Ni t0 DIA 6&4 cu.R.DIA. 42.25 c0L W verUW R STRONG-TIE_ROOFRDETAILS a- a ROff AREA_�m�@ /_ROOF DRAINAGE CALCULATIONS AND V=A x R X e PLUMBING RISER DIAGRAM LTP4 LTP4 A=2916 qA DFAL LTP4 2. 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S� \; °*i'ay,+ 8 �,< ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY a 1629-2018 EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. a ' ted _ _ POOLS TO BE PUN}D ON 0091E SIDE OF 1 a"w HOUSE AND/OR IEADM M BE PIPED TO r _ BILK NO SUBSTITUTIONS POOLS(1/2 OF TIE ROOF TO DRAIN M EACH ,+Y " !� All framing hardware shown on these R3OT DESON CF47MA AS P M THE 2D2O RESIDENTIAL MDES OF NEW YORK STATE POOL,l4ANTAN LAN.OF 2D FEET LRQL �SHEET,NUMOM / g plana, - PLUMBING RISER DIAGRAM S1STfLAN IN OF IO FEETfRaiFWtIDAm7a{ (};y b'64 < unless otherwise indicated, to Simpson Strong-Tie._ R=.t APPLICATION BUILDINGS AND STRUCTURES,AND PARTS THEREOF'SHALL BE CONSTRUCTED To SAFELY SUPPORT ALL LOADS INOLUDING DEAD LOADS,LIVE LOADS,ROOF LOADS.FLOOD LOADS SNOW LOADS.WND "`P E �� No substitutions are approved or authorized. LOADS AND SEISMIC LOADS AS PR6CPoSED BY THIS CODE THE CGNT==ON OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE V47H THE PROWSONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVMM A (NTS) P' _ DMB t0 the relationships of framing hardware t0 COMPLETE WAD pATH THAT MEM IKE REUREWENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE WAD-RESITING ELEMENTS TO THE FOUNDATION.BUWNGS AND STRUCTURE the other components of the structure, any framing CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DRIED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. All COVENS TO TRAFTIC BFIIRNG F LOCATED R4 AREA �- 7+',z)R (�7\ hardware substitutions will render these plane R301.1.1 ALTERNATE PROWsoNs A �� ALL AND AND PIPES ARE TO BE St2ID RM iRAn IS TO BE PFEM DOB NUUMC I OF null and void, and will result in the installer/contractor AS AN ALIERNAIM TO THE REQUIREMEN75 M SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT To THE LMUATIONS OF THE THIS CODE AND THE LDARATIONS FHERETN.YA1IdiE FNtiPIEFRED DESIGN IS AL PER THE 2020 NYS PLUMBING INS CODE USED IN CONJUNCTION WITH THESE STANDARDS,THE DESIGN SHALL COMPLY WAIN THE BUILDING CODE OF NEW YORK STATE ALL VET115 AND PIPES TO BE INSTALLED F A ILUI.TM PDQ. ROP011 IS USED X ROW THE assuming rosponaibOtty for the design and % AS PER THE 2020 PLUMBING CODE OF NYS HOUSE���PROPORTIO!1S��ROOF SHALL performance of the entire system. 31 IM STANDARDS eN THE n®ON AND CONSTRUCTION OF LOG STRUCTURES OCG001 1))AWC WOW MANED CW1s1RULmoN MANUAL(M�) BE DIVt M M EACH POOL O)ZPffirDT1;ION.p6OQAi�,ua 2)AIS STANDARD FOR CCW-FORMED STEEL FRAYING-PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWEWNGS(AEI-5230) — SMART VENT FOUNDATION FLOOD VENT s' SINGLE INSULATED FLOOD VENTS - FLOOD COVERAGE=200 SQ.FL 2E' 73• 2j;• 1D3 oil 7'-11}• -4}• -4r• 3�•T ab• -4)• INSULARON-R VALUE_&34 �� -J� —� �� �� �� l i ,b, REB-2 IGN ASSOCIATES 1I( ROUGH OPENING=16.25°x&25' �A VENT SIZE=16•W x 6'H x YO THIS CRAWL SPACE REQUIRES A FO.Ballerg (y)qp)•; MIN.OF 11 SINGLE UNITS OR ANY p 12•SOMA TUBE 0 SOUMNLWTak IIM sm*04lapwa COM01NATON OF UNITS WITH A FLOOD r-0•x x o•x r-o• SMART VENT FOUNDATION FLOOD VENT COVERAGE OF NTS O ANCHOR FTG.T) }•x,Y SINGLE INSULATED ROOD VENTS Fir o.vm �ua• owxAava°suc ANaoR ear)WIN.3'-0• DISE OF ROOM VENTS TO LOWER BELOW FINAL GRADE) ROOD COVERAGE=200 SQ.FT. AT FIEVAlI0E17.0'OR LOW1N LINE AT WHICH STEPPED NT FOOTING Is To occuR To MAINTAIN 1' 1' 3 INSULATION-R VALUE_&34 PROVIDE 0'X18°ANCHOR BOLTS FOOTING AT 3'-0•BELOW �� _ ROUGH OPENING=16.25x&25° These drawtnge and rrangmentations 6La,xling the WITH 3'X3'SOUARE WASHERS. FINAL GRADE VENT SITE=i6•W x 6•H x n I SSOCIAIM the prop part of red AGN be MAX.SPACE 32°oe. led.di ATES I.I.C.No AND WITHIN 32 OF ALL 2E' 70 2l• 2T}' B)' 9}° 0'-2}' t th thm anal hi CORNERS AND BUTT JOINTS —$, —T�• —ice I —I� _ MIN.SOF 11 SINGE UNITS SOR FS Y they a w bow to ochee or used 6t connectionTIL IN THE SILL PLATES. 1Y BONA 1U8E with any raft or project other tl1m for ankh a1 COMBINATION OF UNITS WITH A ROOD they have been pnpeed without mitten oauler t r-o•x r-0'x t'-0' —^ 12'SOMA VIBE 1Y soNA TUBE COVERAGE OF 2100 SQ.FT. 8'PC FOUNDATION WITH GONG FTG.WITH}•X 12' BASE OF ROOD DENTS TO BE SET #5 VERTICAL REBAR O 4•-0.OC. ANCHOR BOLT,MRI.3'-0- ° �J L°J L°J r_O•x r 0•x,•-C 2'-0'x 7�-0'x,•-o• AND#s HORIZONTAL-REBAR AS BELOW FINAL GRADE) CONQ FIG.WIN}-x 12• CONC.FTG.WIN}•x 12- AT ELEVATION 7.0'OR LOWER NOTED ON FOUNDATION DETAIL (SEE DETAIL) _ ANCHOR BOLT)MIN.3'-0' ANCHOR BOLT)MIN.V-0' ON - BELOW FINAL GRADE) BELOW FINAL GRADE) NOT FOR zo•x e.CONCRETE FOOTING (SEE DETAIL) (SEE DETAIL) CONSTRUCTION WITH(a)#5 RI:BAR LW. Ism' _ 16B _ — - SPACED EQUALLY,AND#5 r— --- YaI- - - S�t-- __ .(4,2x10 ACO C 4 x10 ACRO Girder __ 4Z 10_A_C,Q G(rd1_ 10�,Girder, _ — � I USE UNLESS REBAR 24.00.S.W. I - MIN 3'-0'BELOW FINAL GRADE ---`�__-__-_- y., J L L---J L L—JL-1.J j° PROVIDE a n1B'ANCHOR BOLTS I I I i _ i CERTIFIED BY A WITH 3'%3°SQUARE WASHERS. IB PROVIDE(2)SQUA'ANCHOR BOLTS--" I •I � � - -A----B �I PROFESSIONAL N MAX SPACE SQUARE I WITH 3'%3'SQUARE WASHERS I 71 � T1lV�r7V101iAL AND WITHIN 12'OF ALL EACH PIER. L71' 7'-1' 7'-1' 3}' '-11' '-11' 16 CORNERS AND BUTT JOINTS I I I I ENGINEER IN THE SILL PLATES I�° I 18"x 24-CONCRETE PIER 12'x 24'CONCRETE PIEFR i I I w/(3)NS REBAR wI(3)AS REBAR a m I I �• 8"CONCRETE FOOTING�- B'CONCRETE FOOTING _ I a1 I I I TOP OF PIER IS TO BE 18" r 1 TOP OF PIER IS TO BE IV r 1 I 1 12•x 24'CONCRETE PIER I I I BELOW FINAL GRADE I I BELOW FINAL GRADE W/(3)#5 REBAR 3'-8• oN -JWa -., _ __J L_ktva 9nat�vaT-''--swt wJd L 14�iht --- -v--�-I B'CONCRETE FOOTING I I WSx24 STEEL BM. - 1N Ram I TOP OF PIER IS TO BE 18' - BELOW FINAL GRADE L-, BEAM POCKET BEAM PO ___ ____________�_____ _-_-____-_____�, I ONE AT WHICH STEPPED FOOTING 'm PROVIDE 0•%18•ANCHOR BOLTS I I I I IS TO FOOTING OCCUR AT 3 0*BELOW "° PROVIDE a%IB'ANCHOR BOLTS WITH 3'%3'SQUARE WASHERS. I I I I I I WITH 3'X3'SQUARE WASHERS ' MAX SPACE 32'o0. I E amu'GRADE f` MAX SPACE 32°o0. AND WITHIN 12'OF ALL 1 I I b 2x30 Steel Beam with 2x8 ACQ Top Plate CORNERS AND BUTT JOINTS I I 9 I _- 'x' CORNERS WITHIN SUTTALL IN THE SILL PLATES m I I � , IN THE SILL PLATES. I e EIBewUon Er-O') SBeam to be above I CRAWL SPACE I I PROVIDE a XiB"ANCHOR BOLTS WITH 3'%3•SQUARE WASHERS I MAX SPACE 32'oc. 13),0 1 "antol Rebar r PC gab I I � 2' P.C.SLAB I � I (2)#5 Horizontal Rebar _ Equally Spaced a (Bottom of Blab - , I L -� I CORNERS(ANDD BUTT JOINTS I Wall Tle#5 Vertical Rebar to be at a: I IN THE SILL PLATES #5 Vertical Rebar CRAWL SPACE I $ I Equally Spacedo 48*oc Elevatlon 6'-0') r I I o ,-, Y P.C.SLAB I m - .� PROVIDE 0•X18•ANCHOR BOLTS I I I i 4 z 4 x J'STEEL BOX o 1 I b #5 Vortical Reba COLUMN Equally aced SMTH 3X3'SQUARE WASHERS I 2 y TUBE CD I 1 m y SP (2)#5 Horizontal Rebar MAX SPACE 320oc. I . • 4-0'x Y-D"x 1'-0' x I I Y 6'CONC. EACH WITH (REBAR I I I AND WITHIN 12°OF ALL I " `®e'OC.EACIH WAY(TmJ {x 4 x I•e x Box TUBEr-:� PROVIDE X18•ANCHOR BOLT6 #S Rebar S.WLl . IN THCORNERELL PLATES S AND BUTT JOINTS i n SLL 4'-C x e'er1,_O. I I I WITH 3'x3r'SQUARE WASHERS 12'oa. _Fm -8'PC Footing y a CDNC.FTG.WITH A REBAR MN.3'-0'Below Final Grade I I 6'OC.EACH WAY(TYP.) i J MAX SPACE 32'oa. V-2' 11• T._B. AND WITHIN D TALL • (4)#5 Rebar d 12'x 24'CONCRETE PIER � I �y -�• 1 I IN CORNER RSILL PLATE"i JOINTS Equally Spaced w/(3)0 REBAR _J i 7UBE COLUNN�OFI BOX 4 x 4 x Y STEEL BOX 8"CONCRETE FOOTING I I CCONO.�n,TtNx �RFSAR 4'Cr xTUBE OL4!-o'UMN xNt'-o' TOP OF PIER IS TO BE 18' T I I 6'DO.EACH WAY(TVP.)I—�' �• GONG.FIG.WITH J REBAR BELOW FINAL GRADE r 6'OM EACH WAY(TYPJ I BEAM POCKET �� `-" - •s , - �WI2x30 TEEL IBM. _ WI2x30 STEEL BM .FAIN POCKET I I •'7 •-r ii� i` L BEAM POCKET I — Wi�x30 L BM. �i®- Iri2x30 - BM���... 1I M&R I i oe I I I I B'PC FOUNDATION NTH ABOVELL #5 VERTICAL REBAR O 4'-0.00. _h FLOOR Jorns — LL——J i AND#5 HORIZONTAL REBAR AS . J y I PROPERTIES NOTED ON FOUNDATION DETAILWASTE UNE ) m I ON T •-�� o I I 20°x 8'CONCRETE FOOTING TIS'' - 6 8'PC FOUNDATION WITH � + w tl9)!•< ' CRAWL SPACE I I WRH(41#5 REBAR L.W. __ - __ - .- ri #s VERTICALREBAR o 4-0'oa I /� ? ABOVE o oma a Y P.C.SLAB I R®AE za oc:sew ; LAKESIDE DRIVE AND#5 HORIZONTAL REBAR AIS I 1 f ? Fwa+,pms As N I I MIN 3'-0•BELOW FINAL GRADE ? SOUFTHOLD,NY 118711 NOTED ON FOUND A110N DETAIL I IU. wA� ,a,EiOfi a I I .. _ - _- _ _ _ _ S 20'x B'CONCRETE FOOTING I I I - ' SCTM#1000-90-03-04 WITH(4)#5 REBAR L.W. SPACED EQUALLY,AND#5 I --F--- -I A. - REBAR 24"OC.S.W. DRAWING ITILE. MIN 3'-0'BELOW FINAL GRADE 1 I I I ___q3 _ I - T I ®cwmff 2D2110H.Dw Immix Lm ALL FLOOR PING AM f}EV=ARE PROVIDE irX1B•ANCHOR BOLTS __--'--- •� WITH 3•X3"SQUARE WASHERS. R D POR. 1 r ---- - s I I PROtfl'RD LiNER EiDERAL CPIN Af uQ PERS E I NOT E RPANOI O MAiOUf F0111�iQATIOPI PI.AIVI uNIXCaVATiD 1 ° P.C.SLAB I $ 7n NG11EM NiIHU�Ai�L ALL fl1WS AM Df9Q15 VIE IDE SOLE fli0PFR1Y OF MAX SPACE 3'OF I m 74* P.C. , iML OW ASSDMM L(C.TIE MIT 1D 6UID KY ONE MEN FROM TdM • AND WITHIN D OF ALL IB 4• P.C.SLAB I I - ------ I i ,I CORNERS AND BUTT JOINTS I m I I � � I IN THE SILL PLATES I I I I I PORCH a I I PLANS OIII EIQ119Yf1Y TO 11E INYER l6Rl 6IafIEN PROOF OF R1Rg1A5£ I �____ - __ 1 mSLAB L _� ______________ J I PROVIDE 0'X18•ANCHOR BOLTS } a0 bg j, e( OR ((ppm F1IR aAAadmTim HgFY6>i€Il�,,,,, ff1ff BIQ MD IE IEF�ttYffB I - WITH 3•X3°SQUARE WASHERS IMAX SPACE3Yx 8XH 03 aft�Oft of Haft TaEaqn� D �9 106EtMIL4 KlEIA1C01NCIDSSIRL1BiYwLL, H12'OF ALLFHIA dt Waited aD66DaL md�+ad rtpimglm efi sate------=p----- ` --�--- ------------ --� Fla m /!I! BFOMtual�w+�es�rAlItIt ONMDE CR '1cj of N ,,{{ CORNERS AND BUTT JOINTS Dljal PIR MBIDICihL pyo PROVIDE 0'X18°ANCHOR BOLTS 1 1 +4' PROVIDE 0°%18'ANCHOR BOLT IN THE SILL PLATES. � � S'PC FOUNDATION WITH I L I L' m J WITH 3•X3'SQUARE WASHERS. y ,� NIWtIR a .A WITH 3•X3'SQUARE WASHERS_ - 'b�• #5 VERTICAL REBAR 4�-0'OC. �I _ _ ' I MAX SPACE 3roc. Rs:DESIGN rtxRiA c PFR TI^2020 RlSDF7i"AL ODOFS OF NEIN V017K�SrA - _ - MAX SPACE 32•ocr -rr ANDD HORIZONTAL REBAR AS � AND WITHIN 12'OF ALL MW� �� y NOTED ON FOUNDATION DETAIL AND WITHIN D OF ALL `_` CORNERS AND BUTT JOIN75 B'PC FOUNDATION WITH R3O.1 APPLICATION f1l1RDiN(G AND S1RUC1UIffS,AND PARTS THEREOF SHALL f)E �. •t,�i YA1tC�29 2018 ON CORNERS AND BUTT JOINTS n �'• IN THE SILL PLATES #5 VERTICAL REBAR O 4'-0'OC. ,1�, OONSTRUCITED TD SAFELY SUPPORT ALL LOADS INCLUDING DEAD,LOADS',IUVEE' 20'x B'CONCRETE FOOTING IN THE SRL PLATES 1 S._�-�� AND ROOF LOADS,FLOOD LOADS SNOW LOADS,WIND LOADS MID SEISIAGA ADSJIS � J ✓j- u #5 HORIZONTAL REBAR AS p1• 1 WITH(4)#S REBAR LW. NOTED ON FOUNDATION DETAIL 1 PRESCRIBED BY THIS C OIDE.THE CONSTRUCTION OF THE BUILDING - k�;= SPACED EQUALLY,AND#5 ON T ACCORDANCE MATH PEE LOAD PA TTHISHAT CODE SHALL RESULT INA JR REBAR 24'00.S.W. ��772'-8' 20'x B'CONCRETE FOOTING ' -'N•=r '-^°' THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQtRREMENT$If'Wi1TNE�.� �-.WIC MIN 3•-O•BELOW FINAL GRADE WITH(4)#5 REBAR L.W. TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RW STNO .-x_ - - SPACED EQUALLY.AND#5 ELEMENTS TO THE FOUNDATION BUILDINGS AND STRUCTURES CONSTRUCTED AS' "z a FOUNDATION U N IVAED DATION PLAN ROAR LOW24"OC.FI S.W. T BY THIS CODE ARE DFDffD,a COMPLY SOUTH THE - A� MIN 3'-0'BELOW FINAL GRADE THIS SECTION. 0.1 C•sti 0 0 AS AN IALLTEMAlINE TSO�RECWIREMENTS Ml BECTON R301.1 THE SCALE:ifir 1'•0' STANDARDS ARE PERMITTED WASCT TO THE LIMITATIONS OF THE THIS CODE AND s lij� 1 w •1 02 THE LNNTAMONS KE REIN.WHERE ENGINEERED DESIGN IS USED IN eoNJUNcnoN WITH 7'-1}• 1•-10)• •-40• THESE STANDARDS,'DTE DE3GN,HALL COMPLY WITH THE BUM G(:ODE OF NEW YORK STATE DOB NUMSM I UF B, 2, B. - - 1)ASW:WOOD FRAMED CONSTRUCTION MANUAL(WFCM) 2)AI9 STANDARD FOR COLD-FORMED STEED.FRAMING-PRESCRIPTIVE METHOD O� ��7 . FOR ONE-AND TIDO FAMILY DWELLINGS(AIS-S230) 50* s)ICC,STANDARDS ON THE DESIGN AND ACTION OF LOG STRUCTDREs(ICC400) FRM RFRCWE MRNM N AMEM r-sir-e• -s• s- o-y zns x ��ot°Env moi ` I ffD11FD INH 11E SIB UFffJI 9AflF1&NL rESIGN ASSOCIATES lu amm®aaae�.m.mmm I I I FID06 ff Mr AAIW AIE rDl FID00 N Effi11G Ham PO.Bac195 psb (6311433-1 O SauBnM,NexYat 11971 EJMopbnh 0L� NL IFJIDOMIEWff ,�, LLC. 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As AN ALTFRNATNVE m THE tIEWIREMERTs M sEcnaN Ram.,THE FOLLOWINGq �1 O STANDARDS ARE PERMITTED SO m THE LDOTARONS of THE THIS CON AND FIRST FLOOR PLAN FIRST FLOOR PLAN - _- =_-M - THE sTA�IRONS" T°�EtE''T>mf SNSPLEERED° 'Ym`x'N ETHE�DeuDniNCOND ca"'"oEOF '""" b NEW YORK STATENUMBM DOB OF 2051 SQ FT LIVING SPACE ,)AWC WOOD FRAMED CONSTRUCTION MANUAL(WFCM) sCALE,ra•=r-W 2 AM STANDARD FOR°at�Ta n-FORMED STEEL FRAMING-PREsoE METHOD 99 SQ FT COVERED FRONT ENTRY FOR ONE-AND TWO FAMILY DWELLINGS(AIS-5230) o>�m'D51a1'L�aoai�°` 3 in SO FT RFAR COVERED PORCH a,ICO STANDARDS ON THE DESIGN AND CONSTRUCTION of Lao STRUCTURES(ICC a00) 5 , RLACE RRkUIE SIPNRNClAmmm WIN BE N y_8 5. g._ D.�. FIs NuL a[£ ffDIRD NM INE ffiB UNDN off SIFRDCIf. 7+ffiL0 SIGN ASSOCIATBS. uc A Cmmm JNrlemT.me�Lw -2'-3�• 4'-2' •-3�• IS-10'�'-3�' RDD(SffN7 ADDIOI AUE NIH RDS N DSDD HDIg P0.6-RI675 cline(LTgt33•! SaftKNewYak 11971 uwt Anafttonh 0 0 0 aulum6WRelDff (2p)jTI&TULKESS AeN Amtloeiuc. 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ROOF LOADS.FL LOADS.SHOWLOAMWND LOADS Atm SE7SkCG-3CLUDING 0105 VE LOAM ->.:z>-' PRESCRIBED BY THIS CODE.THE CONSTRUCTION OF THE BU ILDMGS'AliD�81RUOTURES �• 'F s f IN ACCORDANCE WITH THE PROVISIONS OF IRIS CODE SHALL RESULT IN-* _ !' THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS 1FORaTHE '•r s ^TJ- - /Pq At ELEIM R OF LOADS NDA 7L4TR PgNT OF AND ST THROUGH THE LOAD-R 5 2, t----�--6 1•_8• I 7•_6• ,-4}�A �{ U R TRANSFER TO TFC S FROM 10N.BUILDINGSWO AND STRUCTURES THE LOUD-R!'s-• ..•.� " 7H6 CODE ARE DEEMED TO COMPLY YATH�7tML'-1E/U LOAD-R!:;! „1 aTri am a. , �� ,` . S so* _ R301.t.1 ALTERNATE PROVISIONS .� AS AN ALTERNATIVE TO THE REOUQiEE@W15 IN SECTION R301.1 1}RE FQLOYgHD_ ,.•�9f”. - lYiaAM ^ -- ...- ---_-_- r.-- STANDARDS ARE PERMITTED SUBJECT TO THE UMITA71ONS OF THE IMS CODE �.,+y F,"Vt OT THE UWATIONS HEREIN.*HERE ENGINEERED DESIGN IS USED IN CONAINCTION WITH " I LTHESE YORK STATE. THE DESIGN SHALL COMPLY PATH THE BUILDING CODE OF FIRST FLOOR PLAN FIRST FLOOR CEILING PLANof 2051 SQ FT LIVING SPACE scaLE:va•=rD• _ )V WOOD FWED caONiS F FRAMING)-PRESCRIPTIVE M�k(aD STRUCTION MANUAL 99 SQ FT COVERED FRONT ENTRY FOR ONE-AND TWO FAMILY DWELLINGS(Ara-523D) ®�r0B9� °` 150 90 FT REAR COVERED PORCH 3)IOC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(IOC400) • o• maultarAMSBaelezx uwmam¢rel of 3'-0 1. 8 ' IFM9➢I11X TIE 35 IN= ��—�' Jo'—„• 0•-n' _��—S_�• FDFSIGN ASSOC7ATFS uc xvE TI006 ff lar a1DiBJ AUff rm F10116 N F1QSING Buff PO.Boa1673 �161114Sf-! smft wwTak lim FMot tstrd5l•'Bpvft (*;4 tY mMISS; OHM Nm tuxiuwuiu Thos dt'a.Mgs and spselfloaUoru hauAnG the 0 0 0 FSeElrxls I�aBOmII �'0t'�"mta arratrarlmts repnsaltad A� No Patsth rd be UHP rSl OILS N IAff "Ple,,disdamd to othas a twsd h artnsetlaD .IBI aty aak ar v�l�mn�Btal for.roar thry hcw boat pnptasd nHhout afttwt wtttto0 NBIE fli0V0E Ba Ba/I6 A5 RA ——————————————————————————————————————————— eE AIS IifSDORII O�UOAeD rx 11E AIB 11x981 SUFIU�IIf NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY A ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN—— r^— s 4e- S�-------3oas---Ws—-MW—�6-------24W -'3ow S'�t6_• PROFE 3 54 31ENGINEER (2)1.3/e.Q.-11r M. 3'SM 3•SM 3'sM �l• (2)"/4•,s-I/II'LVL j I Ea t,i4•.le LVL N 2'-3' m 4 1 I Y ------------� ---_--- WORK WFE& BEDROOM 3 I.1 MASTER BEDROOM I 2 -- MASTER BATH e 0'11 er-t-t/a'AFT snea A53JRY 6 T \ � W to ee sum m I ML �• I anI u1m I roomT ooa 3}' of 5/0-� �. \ EaaAalMaawEswlReGx ro JJ- ---Q _ a.xeE 251 -t------ m— 2864 UMIEM r811T AIB WN BUFUME ' UUMB ALL FE—m xE W H 5J' 2m aaee WI CLOSET g� raoIL m0i •I I I-'• �B " xoe Rm�E Ba rias b BATH q xAla ' AS 11R O •-B• © ' ilE ms Nmkk=k IT•••��.��� ® 1 N ¶[AIB Ur9M ' l__.J O I '-4' 7•-11' 9PRFIBIT 1` eoee rem � m �� STYLING LOFT 5 '-8 M&R W • I t PROPERTIES • I �• z-r LAKESIDE DRIVE 1 2.3'-----------11 0' '-1• 1 -�• •-���,-�• SOUTFIOLD,NY 11571 ——————————— I SCTM#1000-90-03-04 DIRWNG TITLE* N n 1;2L4.F1 LVL INmaw g+1T to{'.FI •LVL • ANDERSEN ANDERSEN �, I 1 ®CWWIT 21M IBL DERM AMTM LM ALL RM f A A0 E1.EYAWS AM I ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN PRDOSILD not RDQJAL OWYRaR UN RNR YAY ROT BE RPPRWO(YD WMIT —— 2442 — 3042 2442 ——————————— za4z — 304z 2442 SECOND FLOOR PLAN ————————————————— NdEt$1 AULDNQALO L ALL RNR AID UF518S NE Lf SOLE PRaPn 6 0000' um or xmsE emx ——————— RHL mo ASDILIIE$LLC LE IG91T L)BIID ONLY OIE SBUCRPtE FROM LEff RIAS R UCOM DMSRY 10 TIE BItFB,NRI NdliBt PROOF'OF RIRWAX ANDERSEN ANDERSEN ANDERSEN 2442 3842 2442 hx%tma of Ibm ftft lost ad whoW ft d#to WW WaA b au0prhallm HSff111D 1Mt6Na e(r ff tt 9mE ND IE S EP�BDr ff tE of bod pw*agmft VA m M M Ir0E59a1 RW OUGIFIRUA Rl�r1BL ff OanfJ'DtptaF Heme Srdx;Taa Bd9lp fMCMAtiEF1EJ8TQ NDNSNli mIN181 tRM FFLlHtt DQammI,OEGEDIAdc YatTydamAtlagaodamdlepiaDebrAh rd1 tNltDlDYl6®L®6NOESTF7lWaERIIDI""O 0 �� ,t �..__u _- a¢rk9pdr tBcmBhIc1hL pppp�qtnrlR�aB"aAsMNouaneRatAweEtot mtrl ;DEQt981FBD 0DaNTtoasr9oloaBlrsLLBt tYR!�IA1Egltlat` - , i= R.y11 RESIGN CRITERIA A_C PER rHE 202D RE9DFN11AL CODES Or NEW "Owl STATE ' R301.1 APPLJCA71ON BUILDINGS AND STRUCTURES,AND PARTS THEREOF StAL6hIBE/ 5 a �WRCH, 2018 g CONSTRUCTED TO SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOAQS,lhE LOADS, .}•7�tn,s_- -=,,-• Its,•-T•, I 6'-T' '-e• '� '-7 —g'-T' �, _ P ? ROOF LOADS,FLOOD LOADS SNOW LOAD$WIND LOADS AND SSI90C-LDJaDB As IN BY 7H6 CODE THE CONS OF THIS OF TNS ALL RIESMT K'yIIpJDRIRFS ' i;ii-✓�;_;. _ DI ACCORDANCE its THE TNN OoNS OF THIS COOS E sui REds- D Sj BYBTURES -8' 3'- 1 A ? .F_ _ - -. "T PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REGI EENTS1iL4t^1NE� F } TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAIT=1l�41H8 ' =-u r I, @ ELEMENTS TO THE FOUNDATION.BUILDINGS AND STRUCTURES CONSIRU=.p I y PNS BY 7195 CODE ARE DEFIED TO COMPLY WITH OF yZ - -- T19S SECTION. � C:::. v. SECOND FLOOR PLAN r = . 8301.1.1 ALTERNATE PROVISIONS ,, S AS AN ALTERNATIVE,0 719E ROUINEMINTS IN SECTION 001.1 THE F J �05 ' `-n. st, STANDARDS ARE PERMITTED SUB.ECT TO THE LIMITATIONS OF THE THIS tOOE AND 'Lt;-' y .. '. - --'x THE LIMITATIONS MUM.WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION PATH �� THESE STANDARDS,THE DEIGN SNALL COMPLY WITH THE BUILDING CODE OF SECOND FLOOR PLAN SCALE:"4''"°' NEW YORK STATE DW NUMMt I Of 1909 SQ FT LIVING SPACE 1)AWG WOOD FRAMED CONSTRUCTION MANUAL(9FCM) FOR AIR ONE-AND RD FORFFAAIJLY OLDWFORMED SIM FRAMMS(AIS-5230) -PRESCRIPTIVE METHOD OJhIDrD] MA%DQA=u. TIN31 ICC STANDARDS ON THE DESIGN AND CONSTRICTION OF LOG STRUCTURES COC400) • 0• Nt01OE H1PffJilrE SIHAFPIIG N Accam :IN DE llamel 1' 3'-2' 1'-10' 3'-2' 1 W5 KIDJLI2D2MLl I�BIIIA TRE 206 6'-7- Rw�ML KEIII,DESIGN ASSOCIATES uc o-„• o-„• -��� •wee•Au 6weoB r•sa•�w s m�.�,wm L61E ROMG ff teM AmDm AMIE I01 TOMB N F765I6D Iwlig P0.80,1675 *m pl p3•! 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RIV R301.1.1 ALTERNATE PROVISIONS � -•r'--.L`"-+'s• 4�-4/ i6 AS AN ALTFRNA7HVE TO THE REQUIREMENTS IN SECTION 8301.1 THE FOLLOIAMO� A105 SECOND FLOOR CEILING PLAN STANDARDS ARE PERMITTED SUBJECT To THE ILMRAnaNS GF THE THIS CODE ANDz R.•„ s` - TM7HM STTANDARDS.THE DESIGN SHALL COMPLYWITH 171NE BUDDING S USED INOWE OFON SECOND FLOOR PLAN SCALEI/4•m1'-0• '�=-� NEW YORK STATEDOB NUMBM I OF 1909 SID FT LIVING SPACE 1)APC WOOD FRAMED CONSTRUCTION MANUAL(RFCM) 2)AISI STANDARD FOR COLD-FORMED STEEL FRAMING-PRFSGDPMVE METHOD O MbDISIGN•ASSOQA7 m FOR ONE-AND TWO FAMILY DWELLINGS(AIS-5230) al ICL•STANDARDS ON THE nmrw ANO C m-S I"m nC LOO STRUCTURES RCC4001 '1i'ii�__;= I'hf!!il�ll eci■LL1J■'Ih■III ai • These go and specifications IncludIng the Illl�lllil1111t11111111111i11111, �IIIIIrillil\ilii111111Is1111111. 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AI\IIIII■III11111111r111/I1IlwrIIIIIIIIItl111111111wrllwrl1111rI1w111A. �IIIlllllwl11111111wr11t11rI1wrI1w111wrI11IIr11111■111111111111111/111111, - - 1111[11111111111[Illtlr11111111111111111111111�11111111111111111\111111111111111111 WW /11I11�'■nmmuir91111111111111t111►�•'�r�••�'u•gl1wn1111111111111111rllltl111111� F_� - - dllt11111 rllltl111111r11111[II 111111111IIIII111111111111IImIIIlmIl� mm�umngnml► 111111111111M 1111111 1IIIII11111 1 11 1111t11111111111t111nt 111111■111111.. •q'1 111111rI1111111111r1/' 'M 11 IIII1IIIll■III1111111, ■■■ 11111r111111111t1111111\11111\11111rI1111r1. �I�IIIl111111111111 111111111111111111/" 111111111111111 nunnnnnnnnrnn .inlrin1111unulnuunnunnnnl ulrnnmunnu11unnnnnnnnnnnnu, annllum nnnnn11r nlrnn11nn11nnll....,_....,_..ulrnulnnnnnl,_,...,......,unnullnunnnnnun11nn11nnnnmul.. �" Mill 1111 1111 11lffi11ul1rnulrnuunlnruulrnumnnlnnlrnnllmnnnnunmunll1 11111mumnuluutunullnn, numn noon'' 1111rIlltl\11111\Ill11rllw■11111111111r11111r11111rlllll1111t11111111IIIt1111111■11111\11IIII I IIII 111x111111111111111/I1111II, 1�/I■I 1111x1' /I�IIIII1111II1111I11111111IIIt1111111111111rlllll1111t1111111111111111111r111111111111111111111111111111111t11111111111111111t1111111► "Ill] PROPERTIES� • � . I* dlllllllllmllll1�111�1�111���1IIIIII 111�1�111�1�1111�1�1111�1�111���11�I�IIIItI�I11�I�I1I1�1�1111�I�It1�1�111��a1111�1�111�1�111�1�11111�I l�l�lll�l•.. 11 iN Illll■IIIII■I1111111111\IIII I1111II1111111111111111111111111111II111111111111111111[I 1111[111 II11111111111��I1111\111111111111111111111111111t1r1. IIIIIIIIII1111111111t1111111111111111111111111111111111111111111111111111111r11111111111111111••=" ......r=!"...... \IIIt1111111rlltll1111t1111. iiiuumun■mllrllwrllwrllltl11111111Iw111wrllwrllw111w111111rI1wrllwrlP"\IIIIIr1111lrlllll1111111111r1■,•-_. -------■nullnuluunnun[nulrmllrnlnrnullmllruulnnnnnn- �numnnnnllrunlnurl�`.... 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[mill !0111 ISI 111 1 1 I I 11 1 1 1"•"' «1 oa 111 c 1• r o •; 1 ••;il 1 •-r • IIIII11111111111111111111111111111111111111111111IIIII■Illtlilllll111111111111111111[11 1—J 1111111111111■IIIt111111I111111r11111[III111[III l�=J IIII 11.11 111 II I 1111111[Ilwr11111rIIw11011rllw111111111UI111111111w111111\11111111111111111L....,.,..a.,.dlrlllt r1111111111I111111111111\I111111111111..n....a.....;11 II II II II 'IIII I,I I 1 11 11 II II -- II111111111111111111111111111111111111111111111111■IIItI11111I111111111111[Illtlr11111r11111111111\Illllrlllll111111r111111111111IIIII\IIIII1111t1111111[IIIII[IIIIII II II II 1 1111 \� '•' '' _ 111 11111 x1111 x1111 11111 11111 11111 x1111 11111 11111 11111 x1111 11111 11111 x1111 11111 11111 11111 1'11 x1111 11111 11111 11111 x1111 11111 1111 11111 1111 1 1 II 1' .a• r. _. v •r -, •+,•:• , minnonnonnlinminnlinmimni11ntinrlonminnonmimui11minnnuminmiill�ninrninminminrnnunlulmiilruillminni��III, 1111 III 111 ., --_--_---------------------------- "li' ■�="_Ihf!!ihll @esi♦L411■'fa■61 ►aaaa� -- --- --- — �4►aaa -- _--- - `i`a `►►i a`a``aia` � 111111tI11tl■Intl■Intl■Intl\ --- - --- — I■Intl■Intl■IIIIIr11111■1111 � 111■11111■11111■11111111111111111\, III11■11111■11111■11111■11111■Intl = .I�Illllrlllllr�llll■11111■11111111I11r1, —�AI111111■11111■11111■11111■11111■111111 - �nn1.R Im..mn...rn... 1•nnl .....Lnl. �un■n mmm�ulrnnlrnul niulruulrn'r""'° 111 1111 111 gil l,, nrulnl 111 1111 111 nnumnumunrm 1111 ���� 1111 1111 nnunnunuumm� Glr■"" 111 •1111 111 Ilrrllllnr1111""'1"' 1111 1111 1111 1111 Illullln■II"""""" 111 1111 111 i�Iiiilir nulm • • •-unnllunrnnunull nuuuulnw nnn■ _ ■11111\1 I■IIIII■Illllrlllll■11111 ■11111■11111■111,11■111111 111■11111 11■111111 I_I I_I I_I IIr11111111111■11111■111 I—I I—I I—I I—I 11■111/I■11111r1i 1111■1111 IIII■111 .111■1111 I—I I—I I—I 1111■IIIIII■11111■11111■II I—I I—I I—I I—I Iltl■11111■III/II(IIII■II IIIIII■11= III���III lll���lll lll���lll lll���lll fff���lll III���III III���III ■11111■ I■IIIII■ =111111P__ _ ___ � 1111111111111■11111■11111 •Intlrltlll■11111r1111�1 ..._ ..__ _. ____111111111 11111\11 11111■IIIII 11111■1111 —11r1111I�1I111■Illq•11111■11111■IIIII■IIIt11I1111r11111"""�'"�'�'��----_'"'----'-"'-"-"`--'"--'-"_"-'-"'�'---"�'�����"��'�"1111■Illtl■11111■11111■11111■IIIII■It111r11111■IIIII�IIIO ���� ��� ��� r■ 1•"' IIIII■ 111\11 II 1 Illllr 1�11111r11 ❑ ME M 1 11 Illltl I ■■■ ■■■ USE UNLESS CERTIFIED BY A PROFESSIONAL ENGINEER ■■■ nunl II ,�, �„ „N I II nrnu111111■1111 111■II II■1111 ■■■ ■■■11111■ ■■■ 11II „ , ,,, ,,. ,,,■■■ 1111\1 1 II 111111 I IN I_I LEI I—I 1111■111111 Ilrltll 1111111 II sonIN II II■1111 1 IIu--II 11u--11 I'u--II 11—u_II 111111■1111 111111 II■1111 1 1 111\11 I I ■11111111 11111■ 111\11 1 1 11111\ 1 i _ 11■11111\1 111111 1111■' 1 111 son son 11111 111111 II�IPI 1111111 II II IIIIII 1111■IIIIII 1 III son ssonon ,,, I 1 . . . . 1 n1u1n°1 111 IL_�__i-�_:__'i L�!!!I 1!!!!11 Inn n 1 iii: I❑❑❑❑I nn11■° p n u u n I ,,, ,,, ,,, ,,, n n u I I 11■1111111 11 --` -- u ------- IIII II II 11 I I •11■11110 i r n �I I I I 11,f I I I 1 I' I I I I I l f l l l 11� 1111 + ,••- 1111 i I == - - -- -- -- -- - ..ii111iiri11tln1nii11ninrliliirrfnlliii11ni1ir,. — - .d■11111\11111111111■11111■11111■11111■11111■IIIII■11111\1. 41111■IIIIIrII Ill■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■III IIr11. ---- -- - - -- .AI■11111■IIIII■IIIII■IIIII■IIIII■IIIII■11111■IIIIIIIIIIIr11111■111 ------ -- -- .,\11111■11111■11111■11111■11111■11111■11111■11111■11111■IIIII■11111■III. .1111■11111111111■1111\11111■11111■111111111q■11111■11111rlllgrlllll■1111, nnunmulnnlmunrmm�unnnnnnnnnnunnuunnnnnul�. - - � � � /,11111 • .linunmm�unulrnnnnnlrnulnminunrmm�unnuurnnunnll numnnn1...... uuuunnnrnullnulnn■runlrnnmumnnlrnnl► ,■III■Punuunn141■IIIII■IIIIIInuuunl•I1Ig111111■IIIII■1 ununn•1u.1\III/I■. — 1111■IIIIIIW All■11111rI11g1 111■11111■11111■� tl■11181.. � P-•n IIII�IIIq�11111�11�% .I■11111rI11I111111■11111■1111 IIt11■11111■111111 11/It11111r1� '�I�I�IIIII�IIIII�IIIIII /.... mnmnnuntlnn ■■■ rnnlnnnnnl ■■■ uunrrnlril. , /llrmnrrull ■Innnnunrn ■■■ unn■nu■m ■■■ Wool■11111ne, �ilniiiliiiiiuin 11rII111rIllr Iiililiiiliiiiiliiiiiiiiiil�iiiiliiiii ■■■ iiiiliiiiiliiiiili ■E■ nn■Innr .iinumnnrnulnL.,_....,_...,uuuuunnr..,_....,_...,�nulnunnu:,_....,_... nnlnuunuuruul. 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'•11r11111■11111111111111111■11111■11111■11111■IIIII■11111■11111■IllllrIIIII■11111■11111■11111■111/I■11111■11111rI1111r11111r11111rI1111� t DRIVE ••.I.11111■11111■11111■11111■IIIII■11111■11111■11111■11111■IIIII\11111■11111■11111■11111■IIIII■11111■11111■11111■.1111■11111\111 1\11111■11111■11111■11111■11111■11111■11111■11111■11111rI1111r11111■IIIII\11111■11111■IllllrIIIII■11111■11111■11111■111111IYIt1. • • t 111■11111■11111111111■11111�11111�11111■IIIII■11111■11111■11111■IIIII�IIIIlr11111■11111r111�1�111�1�11111�11111■11111■Intl■Illi _ _111111111�11111�11111�1 Iall Ir111oll, 11r11111111f-_------ rI1111rI1111rI1111r1 111�11111�11111�11111��!■I Ir= ■■■ ■■■ ■■■ iiiiiliiiiiliiiiilniii 111 iiiiil�iiiiliiiiilniiiu 111 liil�iiiiliiliil�iiii #1000-90-03-04 111 ■■■ ■■■ ■■■ � nnnnnnn■'unrm 111 u1nu11nul1n'°rmn 111 nnlruull"'nun 111 lunnunnllluurm mm�nnnnuunu ulrnnlnnnrmmm nununnnnnn uunnlnntlmulu 1u ,,, 1r1 •.,�„^•r 1 I I IIIII■IIIII■IIIII■111111 1111■1111Ir11111■III/I■II 11■IIIII111111■Illtll 1111■Ilio■Illnrpl111 1111 IIII \11111■IIIII■11111■IIII 111111■11111■IIIII■11111\ IIIIrt1111■IIIII■IIII 111111■11111■IIIII■IIII 111 IIII (x n •.e :v. ������ ������ ������ II■11111■11111rI1111r111 tlrlllll■11111■11111■11111 Illgrl1111■11111■111 Ilrlllll■IIIII■11111■111 I In wo ISI 111■IIIII■11111■1111111 111\11111■11111rlllnrlll rlllll■11111r11111r1 111111111■11111■11111\1 Irl son Irl a: ]I Ir•mr •a••,u uiELEVATIONS AS i II_��II 11_�JJ II��II i 11111111111■IIIIIr11111C._._._.___._.]IIIr11111111111■1111111'._,_..._._.__]1■11111111111111111'..._,_._._._.1111111111■111111111111 11I� ,,, I�I' Il 1 1••r I i�:r.,' NOTED rlllll■IIIII■11111■IIIII\11111■11111■IIInr11111111111r11111�11111rItInr11111111111111111■11111■IIInrlptl111111■1111111111111111 111 II11 �, Ixr .I, nrmm�unrulnnnm■uunnlr■uunulrunlnunnunnnnunnuununnnnnuunnnrrnuuunlrnnlnn 1 II �1 ■ . m1n1■11u/r111I1rn111\ n1rn1n11llln11l1ut1l�rll1uurl1u11r1l ■111�1111IIIn 11111......r111n1111\11111■II1I■ Will1m[Ill mI'll n■1n1m11n11I1�lII1turI1Io1I 1"11, I11Irt111n1"l1 ..... ,.:_�.�,, ,•, .r I:: I I ...... =�� •,,,� _____ __ - —_ -- —_ _ _,la: I. :l>•.I,:a,ll. ,li. 1. :i Y'. �1� lilt' -11"v 2)A19 STAINDARD FOR COLD-FORUM TIM 1, :1 M.I I:1Y f \IMA F ESIGN A7PhMM16311433-5 E a mmmdvla 5WW,NewYak11971 EMak*aftfo" fdi Aandolm,LLG. aAxAmdolm at RIDGE VENT. Thw drawFge and epecUieaticm Includingg the Idem,design and ammgem4nte reproarlted (1)1-3♦'x 11-W LVL RIDGE BEAM th4reF,ore the property of KEHL DESIGN 12 ASSOCIATES LLC.No part thereof shell be copled(1)1 In connection -3i x 11—r,¢'LVL RIDGE BEA �12 with any Berk or project othdisclosed to others or er for which \ they haw boon prepared without written caneont. RIDGE VENT / (1)1-3i x B]'LVL RIDGE BEAM 12 / \ GAF CAMELOT ROOF SHINGLES 12 INSTALLATION AS PER MANUFACTURES SPECS 1 1 CAF CAMELOT ROOF SHINGLES NOT FOR ICE&WATER SHEI I5.5 INSTALLATION AS PER MANUFACTURES SPECS R-49 INSULATION ANCERSoc \ 46'COX ROOF SHEATHING CONSTRUCTION 2x10-16'oc RAFTERS �4/ 6 2x70-1B'oc RAFTERS USE UNLESS 96'COX ROOF SHEATHING / R-49 INSULATION \ ICE&WATER SHEILD 2x8-16'ea CEILING JOISTS 2xB-16 oc QQ CERTIFIED BY A B•FASCIA H E PROFESSIONAL EEMOCK ON ALL / BASEMENT CEILINGS \ ENGINEER 41N.ULA'� ANO WALLS2x10-16'oo RAFTERS EDROOM _Q BEDROOM9§'COX ROOF SHEATHING .I 2x8 RAFTER LEDGER 2x8-16oc RAPIERSGAF CAMELOT ROOF SHINGLES M740 x 11-7/e'-16'oc \ 96'CD%ROOF SIFATHING INSTALLATION AS PER OAK FLOOR \ CE&WATER SHEILD WORK NOTES'MANUFACTURES SPECS 3/4'COX SUB FLOOR9fi'CD%ROOF SHEATHING BULATION 13 2xB-16'cc RAFTERS ULATION 8'FASCIA 60 x 14'FLOOR SYSTEM 16'oo TJ1560 x 14'FLOOR SYSTEM 16oe R-49 INSULATION 111 VENTED SOFFIT(SEE DETAIL) LIGHTTYPE'XOCK ON (4)1;'i x14'LVL FLUSH BEAMDOUBLE,2x8 PLATE BASEMENT COUNGS AND(1)1�'%9J'LVL FLUSH BEAM 2x8-18 oc WALL STUDS STRAPPING . . AND WALLS ._�. 1/2'CO%SHEATHING R-30 INSULATION R-49 INSULATION 15'FELT o 18'#1 RED CEDAR PERFECTIONS(B'EXP)_ MUDROOM _ KITCHEN DINING . W40 x 14'-i6'co 2x6 PLATE (AS PER MFG.SPECONGS.) RIM BOARD OAK FLOOR 1-1 PER MFG.SPECS.) R-21 INSULATION S/4'COX SUB FLOOR R-21 INSULATION 2x6 ACO SILLS V.LF.FINISH FLOOR 11.0' B'PC FOUNDATION WITH - 1#5VERTICAL REBAR 6 4'-0'OC. W740 x 14'FLOOR SYSTEM 16'oa W140 x 14'FLOOR SYSTEM 18'ac. (2)1"%14'BOX BM. TOP OF FOUNDATION 8.46' AN0#5 HORIZONTAL REBAR AS R-30 INSULATION R-30 INSULATION w 4 SDFI.ELL NOTED ON FOUNDATION DETAIL —W 12 x 30 STEEL BEAM GRADE/BOTTOM OF MWER&5B' R-30 I LATION "' 4 x 4 x P STEEL BO% CRAWL SPACE FLOOD ELEVATION 8.0' DAMP PROOFING CRAWL SPACE I TUBE COLUMN an 2'PC SLAB BOTTOM OF SLAB 6.58'— rx18'ANCHOR BOLTS MAX.B'-0'cc Y PC SAB 4'-0'x 6'-6'x 1'-6' 2x4 NEY WAY GRADE(VERIFY PRIOR TO CONSTRUCTION) (V.I.Fl)BOTTOM OF FOOTING S�5e' , L 24'x 12'CONCRETE F0071N e x 12'CONCRETE FOOTING WITH(4)g5 REBAR L.W. WITH(4)#5 REBAR L.W. W-0'x 4'-0'x 1'-0' SPACED EQUALLY,AND 15 SPACED EQUALLY,AND#5 CONC.PTO.WITH 5 R®AR REBAR 24'OC.S.W. REBAR 24'OC.S.W. 6'OC.EACH WAY(TYP.) MIN 3'-0'BELOW FINAL GRADE 24'x 12'CONCRETE FOOTING WITH(4)#5 REBAR LW. 24'x 12'CONCRETE FOOTING SPACED EQUALLY,AND#5 WITH(4)#5 REBAR L.W. REBAR 24'OC.S.W. SPACED EQUALLY,AND#5 M&R REBAR 24'OC.AND MIN 3'-0'BELOW FINAL GRADE PROPERTIES LAKESIDE DRIVE SOUTHOLD,NY 11971 SCTM#1000-90-03-04 CROSS SECTION A SCALE}'=VV3 0 I ®N�lldafF 2M ML DW MATES.LM w.M RN MMAT1M 1711E aRl)Ec11�IRNDFR PfDF1tAl wart uH awe luY Hot RFPRMIIC4D MHAaT CROSS SECTION ti M AMMIX AL RIAS RD MM ARE TIE SITE MPEW OF EL mal As MTM IM TIE MR M MD CILY NAE OWN FM NX PIKS tS UM D EIIQII9tfl.Y TO 111 W1tH,WTH WM F1100F OF RRWILSr Atooptmoe of D ee dT1T Dg1 doe Dal a ffmft file rW to build vt mt fhe mNft im 1 E4 RABlIEME61d6tiff,TIE 93ANE AID M 1E RO tRR ff lE of bad I,pLi OOeldeS adt m 91tTd Camty DtpL of Hdth Snke3 Two 91dYp D901 RAFT39DLR vmYN BMW=1110111Imets ELBE h DFP4 Im FflA, ta VeIHy1ed=fd=mde%and mimmb 0 mdl mill pp 0 u�tMdls�O m SW mL MD FM H OgIIIdO Acle tO C.I.C. , // 'fit1133111101 NDtNWIY Id DWBblea ID mm DO /A IIiDi3FB1i6D(OObB NDISIp1106t 'LION IDI f>s41LY AWIf�IDIDT AS MW ID,1IFSE MIH_ R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL-CODE OF NEItl YORK STA7RAI A_ - . R301.1 APPLICATION BURDINCS AND SR(UCTUi�S,AND PARTE THEREOF SHALL 8E `ye �:, �` MARCH�• ;B a,..'... '—''"'--- -- - --- - - - s b CONSTRUCTe�TO SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOADS,LIVE L.OAD4 r'�=v=e$`-%' �,IECT N0: d 1 ROOF LOADS,FLOOD LOADS,SNOW LOADS,WAND LOADS AND SMUC LOADS AS II T PRESCRIBED BY THIS CODE THE CONSTRUCTION OF THE BUILDINGS AND,y�(U - IN ACCORDANCE WITH THE PROWSIONS OF THIS CODE SHALL (: RESUL ISYST91 THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REOUIREMMENNTTS°TapR'1HE - Y g071 TRANSFER OF LOADS FROM THBR POINT OF ORIGIN THROUGH THE LOAD- o ELEMENTS B TO THE FOUNDATION.DEEMED T AND STRUCTURES CONS7RUC7nw.- 1pRLSQtI[IED BY 11115 CODE ARE DEEt1ED TO COMPLY 1YITH THEREQUIREM7 w:`,re i u ° THIS SECTION. Y, :1LT r R301.11A ALTERNATE PROVISIONS / ��' 1 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION 8301.1 WING 1 '`-51 1 STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF 7HE TH t)QDE AND n r''E;'i1 Viz' 3 USED IN CON - THESES STANDARDSHTHE LIMITATIONS �E DESIGN SHALL COMPLY WITH WHERE ENGINEERED DESIGNITHE BUILDING CODE OF WITH ` NEW YORK STATE 1)AWC WOOD FRAMED CONSTRUCTION MANUAL(WF'CM) 2)A19 STANDARD FOR COLD-FORMED STEEL FRAMING-PRESCRIPTIVE METHOD ®R®DTDIi9GN-71$,ac FOR ONE-AND TWO FAMILY DWELUNGS(AIS-5230) 31 tat STANDARDS ON TWE DESIGN AND DONSTIFRI m OF LOG STRUCTURES DCC4001 F rb, KEHL DESIGN ASSOCIATES,uA ..4a.relm a�anmao,q,.wmema PO.Ba11675 phony(63110-5 SOADtt NewYat 11971 E,Nat ffird ftoa m xNR Axa�lei LLC• pA[AvrclxoL LLG RIDGE VENT These drawings and speciBcoUons Including the 2xB RIDGE BEAM Idea'design and Grrongannants rgwnmted r 122 ,herein,are the property of KEHL DESIGN 12I coASSOCIATES,LLC.No part thereof shall be pied,disclosed to othere or used in c°nge°tim (1)1--Y4'z 11-%'LVL RIDGE BEAM they any work or project other than for which haw beer prepared without written eomewt. RIDGE VENT (1)1-3'4 x 9J'LVL RIDGE BEAM 18'81 RFD CEDAR SHINGLE ROOF 72 12 96' ROOF SHINGLES COX ROOF SHEAIHIN 18'(i1 RED CEDAR SHINGLE ROOF I 5.5f— NSTALLATIONT AS PER MANUFACTURES SPECS NOT FOR 4A'COX ROOF SHEATHING HANGIERS°C I SIA'COX ROOF SHEATHING CONSTRUCTION 2x8-16'oc RAFTER ICE h WATER SHEILD 2z1D-16'°c RAFTERS ICE k WATER SHETLD STRONG BACK 2x42x10-16'oe RAFTER R-49 INSULATION S74Ra/•1G BACK ICE&WATER SHpLD USE UNLESS \ mumCERTIFIED BY A 2x _g•m 2x8-16 0 8'FASCIA R-49 INSULATION B'FASCIA19 Q—_ PROFESSIONAL 12'VENTED SOFFIT(SEE DETAIL) ET VANDOWS TO BE SAT 7-S' WINDOWS TO BE SET AT Y-5' "o ENGINEER I HURRICANE STRAPPING MASTER BATH SITTING LOFT MASTER BEDROOM �-R-21 INSULATION 2x8 RAFTER LEDGER 3'-2' T -0 2XB-16'cc RAFTERS I •j X140 x 11-7�.R ' ' .I VA40 x 11-7/8'-16'op j� 4A'CO%ROOF SHEATHING WATER SHEILD OAK FLOOR OAT(FLOORJ/4'COX SR-30 INSULATION 3/4 COX SUB FLOOR '213 R-19 INSULATION B'FASCIA Em TJ158O%14' FLOOR SYSTEM 18'o0. R-49 ULATI R-49 INSULATION �-8'FASCIA R-30 INSULATION 12'VENTED SOFFIT(SEE DETAIL) 0'-100' (ROCKWOOL INSULATION) HURRICANE DOUBLE 2.6 PLATE 2x6-16'oc WALL STUDS STRAPPING (3)Ir x lir LVL GIRDER 1/2'COX SHEATHING 15'FELT R-19 INSULATION GREAT ROOM .m DORMER DETAIL 2 18'#1 RED CEDAR PERFECTIONS(6'EXP) 7 0'xB-AZEK BEADED WAINSCOTING W140 x 14'-16'x I PACK OUT k WRAP GIRDER AND FALSE GIRDER 2x8 PLATE FOYER OAK FLOOR 6x6 POST PACED OUT AND WRAPPED w/91,TRIM 1-1/8'FlBE7RSTRONG RIM BOARD 3/4'COX sue FLOOR (AS PER MFG.SPECS) Q'%6'7RIX DECKING V.LF.FINISH FLOOR 11.0' 4'PC.SLAB W/8X6 WW'M. ON COMPACT FILL W140 x 14'FLOOR SYSTEM 16'oc. 10 ACO FLOOR JOISTS 16a. 2X10 ACO BOX BEAM WRAPPED WITH AZEK T TOP OF FOUNDATION 9.46' ER CCA SILL TERMITE SHIELD-SILL SEAL R-30 iNSULARON'w.,'+ "—W 12 x JO STEEL BEAM (2)1:)'x 14'LW.BOX BEAM (4)2%12 ACO BOX BEAM PACKED OUT AND WRAPPED WITH AZEKGRADE/BOTTOM OF GIRDER 8.56' FLOOD ELEVATION B.0' DAMP PROOFING j 4 x 4■i•STEEL BOX TUBE COLUMN 12'SONA TUBE W/rxl8 ANCHOR BOLT ON BOTTOM OF SLAB 6.S8' 0'x18'ANCHOR BOLTS MAX.8'-0'oc 4'-0'x B'-6'x 1'-8' 8'PC FOUNDATION WITH GRADE(VERIFY PRIOR TO CONSTRUCTION) (V.I.F.)BOTTOM OF FOOTING S s8' AD REO 4'-0'OC, L D#5 HORIZONTAL REBAR AS NOTED ON FOUNDATION DETAIL 4'-WI 4'x 12'CONCRETE FOOTING C.FTG.WITH�R®AR 2x4 KEY WAY 24'x 12'CONCRETE FOOTING WITH(4)g5 REBAR L% e'Oa EACH WAY(TYP.) WITH(4jA5 REDAR LW. SPACED EQUALLY,AND 05 SPACED EQUALLY,AND d5 REBAR 24 OC.S.W. 24'x 12'CONCRETE FOOTING REBAR LOW C.FI S.W. WITH EQU4)#5ALLY, REBAR L.W. 24'z 12'CONCRETE FOOTING M&R MIN 3'-0'BELOW FINAL GRADE SPACED EQUALLY,AND/5 WITH(4)/5 REBAR L.W. REBAR 24'OC.S.W. SPACED EQUALLY,AND MIN 3'-O'BELOW FINAL GRADE REBAR 24 OC.S.W. MIN 3'-0'BELOW FINAL GRADE PROPERTIES LAKESIDE DRIVE SOUTHOLD,NY 11971 SCTM#1000-90-03-04 CROSS SECTION DPMNO BCAI.E: =Tv O ®COFIWIAR M TOIL FA?SR8 A55001M LLC ALL HIN RN AID MAW ARE Ffl01ECIFD RDm FEDERAL caPTM un M MAY IDT BE RFPRZDIIIOID WDIWT CROSS SECTION EM AO MAIM ALL RARE AID DESK ARE RE SaLE F1(QEHN OF IDL DW A580MIM LLC.0E Wff 10(UID OILY OIE M''ME FROM IM TANS 5 Umm E701way 1011E mm WM EM MIT OF FUF(OIM Amh=of Um ft*o l dos mt aftb BN rVd to WJJ w11 alt DIe mD1A1(Ol11aI 1Fg TINS AR M�161a81tff 9[>&Y�AD AIE lE RG4AIY ff 7E of bad gaWIV opmh 9A m Sim Canty Dept Nedtl1 Sw1ke;Tam FAdd q / A991 L IMM U'S ATF 80111EA Nil®I11B u M / R;b019DA1E.F1116(DIBRO;IEIAtQ11R1L7 0m18fx D1pa6nmlq DEC,ffIIA ata Wrify d w16Daq aoda aId Ie�immb eD1 50d1 � 16D omaDE A®oMDmBa1D Ewer f@OaE wL RID RL 7E Ogndee prEor to 010DIIcun 141nIFf»W: 1G1UB18f,m OdmBL1Emmmm _., dr !MILT Mpp�A9 ROt�.A•.11FgR�`r DAT%-r ga R301.1 APPLICATION BUILDINGS AND STRUCTURE$AND PARTS OF BE ¢H 2018 ADS INCLUDING DEAD L�IIVE LOADS. r:N.,.:, :._ ",4-�4 PRDIE ` T CDtI51RUC7ED TO SAFETY SUPPORT ALL LO `..3:. ._4• ! i ROOF LOADS FLOOD LOADS STOW LOADS WIND LOADS AND SEISMIC E w PRESCRISM BY THIS CODE THE CONSTRUCTION OF THE BUILDINGS AND MU1 v _ res f N ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESUIN A 1315�0iE THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS aLRIEREMENS ROTI a _ e✓bD!( TRANSFER OF LOADS FROM THEIR PONT OF ORIGIN 7H.'__. - ELEMENTS TO THE FOUNDATION.BUILDINGS AND STRUCTURES PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE QUDREelENiS'OF��^, "' �x'1.:: - +•�• THIS SECTION. L- T i R301.1.1 ALTERNATE PROVISIONS �� '•p'h' .,r- "-%/Amsm AS AN AL7ERn PE MI THE REIXIIREITo T IN StrA-n R301.1 THE FOLLOWING ,,.-o�v._ 302 - � STANDARDS An PERYIT7FD SUBJECT 1b THE LIMRARONS of THE THRs CODE AND TETE LIMITATIONS HEREIN.WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF r"UM— OFNEW YORK STATE AWG WOOD FRAYED CONSTRUCTION MANUAL(WFCIA) 2 AIS STANDARD FOR COLD-FORMED SRF].FRAMING-PRESCRIPTIVE METHOD O ffirD;H10N�60(IAi1S,sc FOR ONE-AND TWO FAMILY DWE LUNGS(AIM-61230) 3)ICC STANDARDS ON 7HF DFgCM AND MMMITUFMnN OF LOG STRUCTURES(ICC4001 s b F DESIGN ASSOCIATES.lu03 cmm a axm 'rasion.aamfV poems:13311433-1 sm h4llewbt 11971 wd zb 851 Oodma X.Itl Aamlol.t LLC. DAxAvotlNei LLL OWN0csHu,ac USE OF DOCUMEHM RIDGE VENT lhdrawIngw and speclBeoUaro Including the (1)1-3"x 11–W LVL RIDGE BEAM Ideaq dwl.' and arrangementa repreImted 12 12 therein. �P�oKY of therEHLeof DESIGN 12 12 port tllueof ehtli M coifed,disclosed to others or used In or which (1)1-3i X 11-W LVL RIDGE BEAM � with any worn or pared thou than for watch they haVw been prepared without prflten oone4vlt RIDGE VENT I RIDGE VENT (1)1–T<'x 9i'LVL RIDGE BEAM (1),–Y4'x 97i•LVL RIDGE BEAM 12 18'01 RED CEDAR SHINGLE ROOF 12 W COX ROOF SHEATHING 1 CAF CAMELOT ROOF SHINGLES NOTFOR e• �q INSTALLATION AS PER MANUFACTURES SPECS R-30 INSULATION HANGERS ac %"COX ROOF SHEATHING CONSTRUCTION 2xB-16'oa RAFTERS 2x10-16•oo RAFTERS R_49 2x4/2x6 2x8-16'oc RAPIERS S2X6 2X4 TRONG BACK ICE&WATER SHEI INSULATION STRONG BACK USE UNLESS ICE&WATER SHEI ICE&WATER SHELD 6- x 2x8-,6•as CEILING JOISTS 9�2 S2Q 2x8-,6 Da QQ CERTIFIED BY A B'FASCIA R-49 INSULATION 6'FASCIA - PROFESSIONAL 12•VENTED SOFFIT(SEE DETAIL) WINDOWS TO BE SET AT Y-5 WINDOWS TO BE SET AT Y-5• I I I ENGINEER BEDROOM 0 ' HURRICANE STRAPWI CLOSET MASTER BATH PING 3_2. R-21 INSULATION � _ 1 � � \ I I 2x8 RAFTER LEDGER in-'ro 2x8 RAPIER LEDGER 'I N•I •I \�i. T I I 2x8-16'cc RAFTERS VA40 x 11-7/8'–16•oc n.I 2x8-16'cc RAFTERS I I / W140 x 11-7/8'–16'oc I I SIG'COX ROOF SHEATHING OAX FLOM SIA'COX ROOF SHEATHING OAK FLOOR ICE&WATER SHE1L0-� - WORK NOTE& OAF CAMELOT ROOF SHINGLES R-30 INSULATION GAF CAMELOT ROOF SHINGLES 3/4'COX SUB FLOOR INSTALLATION AS PER 3/4•COX SUB FLOOR 12 INSTALLATION AS PER MANUFACTURES SPECS MANUFACTURES SPECS R-21 INSULATION —13 B'FASCIA TJI560 X14'FLOOR SYSTEM 12'oc. B•FASCIA 12'VENTED SOFFIT(SEE DETAIL) R-49 INSULATION R-49 INSULATION R-30 INSULATION HURRICANE STRAPPING 5 (2)1�•x 11P LVL GIRDER (ROCKWOOL INSULATION) DOUBLE 2x6 PLATE 5'-10' --�' 2x8-16'cc WALL STUDS 1/27 COX SHEATHING 2x8-16•cc CEILING JOISTS DORMER DETAIL 2 RED CEDAR PERFECTIONS(B•EXP) R-21 IN GREAT ROOM _ rxV AZEK BEADED WAINSCOTING W40 x IV–16'oe PACK OUT&WRAP GIRDER AND FALSE GIRDER 2x6 PLATE MEDIA ROOM OAK FLOOR 6X6 POST PACED OUT AND WRAPPED w/14 AZEK TRIM 3/$COX SUB FLOOR FLASHING , g'%8'TREK DECKING V.LF.FINISH FLOOR 11.0' ,-1/8'FIBERSTRONG RIM BOARD (AS PER MFG.SPECS.) TJI560 X14'FLOOR SYSTEM 12'oc.I 1 TJ1560 X14'FLOOR SYSTEM 12•oc. 10 ACO FLOOR JOISTS 18•x. 2X10 ACO BOX BEAM WRAPPED WITH AZEK TOP TO FOUNDATION 8.48' (TERMI SHIELD–SILL SEAL ACO 7x8 PLATE (2)12r.14'LVL BOX BEAM (4)2X12 ACO BOX BEAM PACKED OUT AND WRAPPED WITH AZEK 2.6 OCA SILL GRADE/BOTTOM of ORDER ase' R-30 INSULATION .r. N12x30 STEEL BEAM FLOOD ELEVATION 60' I BASEMENT BOTTOM OF SLAB 6.5B' GRADE(VERIFY PRIOR TO CONSTRUCTION) AEe' (Y.I.F)BOTTOM OF FOOTING 5.58' E PROJECT: M&R PROPERTIES LAKESIDE DRIVE SOUTHOLD,NY 11971 SCTM#1000-90-03-04 CROSS SECTION A DRAWING TITLE:- 0 MW ran KDL oma AMOOATLS,uc ALL FLOOR RATS AND MAW ARE pwm OnLR FEM CWMff LAK Rens MAY NOT BE RPRDouOD WW CROSS SECTION MIf3Bl WOMOTOL ALL RN ACD DFSRI6 ARE BE SOLE PRWERIY OF ML DW A027%LLC.RE REIT TO UD ONLY ONE SDRDCRIE Bial THU / RAMS IS lJODM EIMMIELY W TIE RIM YIN WON PROD'OF ROM ROWN A,*"d Um tradngN aaa INC alDlalm ft TIMI to hold*aNle altllatragm Ma MV RI_ 60-0 E�II�ND ARE IE POW ff IE of load g�aglD h W m STRUT Canty Dept of Rea h Soft Tam�9 imFFlsBSawL'nD�SIAL sluff mEta LE�e1s 1u NE Dapahne Lti DEG FOO etaatmwaXA Vatty d as altaa ooda ma din / 'wosDonm to yE BUFsr txelr o>x 9WL IBi1 ALL agwXLt 3 pda to aaL b ��}�AIDl DSM=WxD ands DEED f°I11110wTl OR INOL@RF000aiANO CWR DIDS81OD1W10018i6RII --_ NNWMUy a70Dlm®AS IEI�IRRIE4ITJg6�l RM DESIGN CRITERIA As am THE zG2G REcOBHDAL CODES NEW YORK ATr' - -!-- f R301.1 APPLICATIONED BUILDINGS AND STRUCTURES,AND PARTS THERE t ' 29. CONSTRUCTTO SAFELY SUPPORT ALL LOADS INCLUDING DEM LARDS LPA-to .''` PROJECTCNO' 2018 ROOF LOADS FLOCO LOADS S WI SNOW LOADND LOADS AND g'ISFAIC lO.Ip''AS-�) t J f- PRESCRIBED BY THIS CODE THE CONSTRUCTION OF THE BUILDINGS AND I.'%1 }. Y"� ,a 20111 IN ACCORDANCE WITH THE PROVISIONS OF THIS CCDE SHALL RESULT INA N Jr f•`' �-`'_, THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REWIREMENTS FOR, FE -� ---' TRANSFER O°LOADS FROM THEIR PONIN THROUGH T OF ORIGIN THE LOAD– ..,....'- . L Ja"a< b _ ELEMENTS TO THE FOUNDATION.BUILDINGS AND STRUCTURES CONSTR i', PRESCRIBED BY THIS ODE ARE DEEMED TO OOMPLY WITH THE REWI THIS SECTION ' RSON LTERALTERNATE TO Rs /A303 AS AN ALTERNATIVE TD THE REQUIREMENTS IN SECTION R3O.1 THE FOLLOWING ' STANDARDS ARE,PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE MID >e";��,•� , THE LIMITATIONS HEREIN.WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH '`•:" TFffg STANDARDS THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF e NEW YORK STATE DOB NUMOM I OF 1)AWO WOOD FRAMED CONSTRUCTION MANUAL(WFCM) 2)AISI STANDARD FOR COLD-FORMED STEER.FRAMING-PRESCRIPTIVE METHOD m]09IrD�ICRYLaOQAT� FOR ONE–AND TWO FAMILY DWELLINGS(AISI-5230) 33 ICC STANDARDS ON THE omni AMD t11NMUMM M I nn 9MU07URES flLxw001 FEMA FLOOD FEMA FLOOD FEMA FLOODFEB 2 ZONE AE (EL. 6) \ ZONE D ZONE X / DWELLING \ N 41"39' 0" E PUBLIC WATER 264.72' _ EL � X11 i i 6�ECTRIC PROPOSED ° �/ X 3.1 ��i i i X 3.6 X 3 6.7 X 9. X 11. 11.2 ; >J ►�./ �� �./ �'S( 3.2 ii gyp.o LOT AR /�� 24,915 F36.9' GEN / 'N p\G i\d Q 0\\A PR,, 0.57 C 1 24' i pRppo /'v X 3.9/. DW \` -'� �RgVE�F�RER�ZO( coo %. i _ " -" "" PROPOSED SILT FENCE x 4.0 x 10.2 Ahl // SURROUNDING WORK LIMITS 40' 1000 GAL � I �? PROPOSED/4' WIDE AC/QPATH \ i i X 3.9 o PROP. TA 1 x 4.1 La 4.2 `. LLJ LAWN AREA Lu ro PROPOSED 2 STY. r o SINGLE FAMILY r- \ \ �. NO a_ I %�: PERVIOUS GRAVEL 1 � X RESIDENCE I SIDEWALK TC/p'c'\ x 4.7 X 4 F.FB2 05100SF I M 7.s O F N \ �40PROPOS BLEACHING y do FF S.F. 1,909 SF GALLEY SYS \ -10�'.` A N FR TOTAL = 3,960 SF/ OP SED I/A O x 4.5 9.83 SE SYSTEM LP LP LP v \ \ \�'►'cq�egNc` FF EL. 12.0 2 \ F 1 }� TIDAL WETLANDS BOUNDARY �. ` COVD. PORCH LP LP LP AS FLAGGED BY SOUTHOLD \ijjh, �.\ `�• `•� 43.5' 5.5' TOWN TRUSTEES Se2019 Pt 79. 75, � 7.0 , 38 cS\ �`• 0' I 15.0 PROPOSED z '�Cdy 6'y•`� a 153 X 5. TER SERVICE \ 2.8 S 41039'30" W DWELLING / 203.55' j 8 \ PUBLIC WATER LOCATION MAP S I DF \ N.T.S. \ FEMA FLOOD FEMA FLOOD LASE E \FEMA FLOC ` • \ ZONE AE (EL. 6) ZONED DRIV ZONE X PROJECT = - / NEIGHBORING RESIDENCE LOCATION, , ►`. j,.�. SITE PLAN SCALE: 1"=20' / PROPERTY OWNER: ADJACENT AREA CALCULATIONS M&R NORTH FORK PROPERTIES, INC. Proposed PerrrtZt Pl(Lrts SCALE: 1050 WATERVIEW DR. AS NOTED {� 541 SF 100% SOUTHOLD NY 11971 PROPOSED PLAN • TOTAL ADJACENT AREA = 23, / IMPERVIOUS AREA HOUSE = 2,600 SF / 11.0% - : ::•�- PREPARED BY: 10-26-21 4a _ 500 LAKESIDE DRIVE 01-05-23 IMPERVIOUS AREA GARAGE = 92 SF / 0.4% JEFFREY PATANJO10-12-22 P.O. BOX 582 TOTAL IMPERVIOUS ADJACENT AREA COVERAGE 2,692 SF / 11.4% BOHEMIA, NY 11716 SOUTHOLD, TOWN OF SOUTHOLD 01-23-23 SUFFOLK COUNTY, NY 02-02-23 631-484-9332 SHEET: JJPATANJO@GMAIL.COM TAX MAP NO. 1000-90-3-4 1 OF 2 r POLYLOK 20" HD COVER LOW LEVEL 12 10 Media Ba s Lar a POLYLOK RISER AS REQUIRED FLOATH )CH A " A 11 1 Air Header Assembly 10 1 Inlet Piping Assembly CONTROL HIGH LEVEL o 0 o g1,7 9 1 S ray Header Assembly FLOAT SWITCH P " 4 a , e e " e [1,56711 8 1 SprayHeader Support Structure 11b VAC (YELLOW) 0 0 o EXTERIOR 7 1 Recirculation culation Pump. Tsurumi 50PN2.25 15 AMP STAAR DISCHARGE PUMP WIDTH 6 1 Pum Back Assembly, Goulds L51103 115 VAC " " 5 1 Pump Back Stand Assembly 1 1.23' CONTROL PANEL (CLEAR) 4 1 ISupport Structure PtVA]C PORETURN PUMP 3 1 Discharge Pum Assembly, Goulds LSP03 115 VAC 2 3 Wall Insert Assembly 205 (BLACK) 1 1 1500 Gal.Tank FROMlSIDE VIEW RECIRCULATE PUMP 175.6 [4,460] EXTERIOR LENGTH �. TOP VIEW CUTAWAYVIEW 115 V C POLYLOK 20" D-BOX (RAS PLAN VIEW PROVIDE SECONDARY 4" PROVIDE ENDCAP MATERIAL AFETY COVERS (TYP) PROVIDE SECONDARY PART 0 LEVELING DEVICES SINGLE LINE WIRING DIAGRAM TUF-TITE EF-4 SAFETY COVERS (TYP) 2 1 AL ON ALL OUTLETS N.T.S. 1,�• 10.1 [257] FREEBOARD DATE: 8/11 HDPE DPEDPE EFFLUENT FILTER 10 9 POLYLOK D-BOX DETAIL INLET 6.9%AIR SPAC $PVC 12 OUTLET N.T.S. [�] 0.2 51 WALL I"� 44.0 COM[AKIMLNI THIMESS 2'PVC PER �QaeaA __ � _ •� •� CODE DEPTH COMPARTMENT 2'-11" 7 6 4 3 e 5 2/3 TOTAL VOL--I 1/3 TOTAL VOL 4'TYP 7-10' SECTION A-A IL gam• 10'-11 " TOP VIEW 2-COMPARTMENT SEPTIC TANK DETAIL (IM-1530) N.TS. TYPICAL STAAR 0.75 DETAIL IITS ''-10• 61/2• EXIST. RES. 4•TMP F.F. EL 15.00 C/0 INV. EL 10.5 INV. EL 10.4 INV. EL 10.0 GROUND ELEVATION 12.4 ®® ®® B ® ® E3 4 ® 8 2M INV. EL 11.0 I 10' SEPTIC TANK STAAR .75 &-- DUMMY PROPOSED LEACHING4•TYp 10• . J 2' TREATMENT TANK 5' 5 GALLEYS (6) 8.5' LONG T'PLEACHING HOLE,TYP. D-BOX x 4.75' WIDE x 3' DEEP INV. EL 10.8 CUP,TYP. SIDE VIEW INV. EL 10.1 NV. EL 9.80 Nmal INV. EL 9.90 1. WNC M 4,000 PSI 0 28 DAYS 2.FBMTO BE ASTM A-615 GRADE 60 3.WSAD VIM FABRIC AM A-185 4.DWO RR MSHIO HS-20 UMM 5.TOP SLAB AND WALL ARE MONUM 3' MIN ABOVE HIGHEST EXPECTED GROUNDWATER EL 2.5 LEACHING GALLEY DETAIL ------------------------1--------------------------_--- N.TS = TEST HOLE DATA SANITARY SYSTEM PROFILE1TLL` t McDONAL G O SCIENCE 424 2018 q EL S. 1.0' DARK BROWN LOAM (CL) 2.0' PALE BROWN FINE TO COARSE SAND (SM) 1.0' PALE BROWN SANDY SILT (ML) 4.3' BROWN FINE SAND (SP) PROPERTY OWNER: HIGHEST EXPECTED G.W. ELEV 2.5 M&R PROPERTIES, LLC 17.0' GROUNDWATER FOUND 1050 WATERVIEW DR. Pmposed Permit Plans SCALE: ELEV. 1.7 SOUTHOLD, NY 11971 N.T.S. 8.7' WATER IN BROWN FINE SAND (SP) PREPARED BY: SANITARY DETAILS DATE: JEFFREY PATANJO _ _ P.O. BOX 582 500 LAKESIDE DRIVE 01-23-23 BOHEMIA, NY 11716 SOUTHOLD, TOWN OF SOUTHOLD 02-02-23 631-484-9332 SUFFOLK COUNTY NY SHEET: TEST HOLE DATA JJPATANJO@GMAIL.COM TAX MAP NO. 1000-90-3-4 2 of 2 N.T.S. ,. .�, yC• '. � .fit" � � ! r '" � ^' ,,;��`. {`��. �F r` µ1F r �•�,•• -;,_ � =f..= � `+.yam-. �" �►'.' ` :" � -' f • Photo '".s'�+��� 1, .,,{ i<�• � '� .. 4— wr "''► �,`, '•i• • • R- 6]10] M4M 1010.1 ,Wcl s ,e m.i !]Or mt NT .. z ] ok e cs ,z ro OEp 4 eourNo(o, O J PO'Nr t, iavN Of sOuiltO(D 4 0� � zeycl _ _i � 4 a ' WEST AP �p O b C� \o V' levl 4,, t.Wa O OR. E. W (N(E � • .• , ]0.I Prl �1_ • i ` _ =1 ,g r 9 • f_ ! m' m+ d 'Nei �M� K �.. „„ A4 �� �� HOG NECK BAY E ��,� _�_ (21) m NOTICE •9gt+L��, COUNTY OF SUFFOLK (.' E o ygtTMO(O SECTION NO qp Real Property Tax Service Agency r of CaY^ll'cmr.wv.in.w,Nettrot m � 090 P PROPERW—P 7,R;­ OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) ti Southold, NY 11971 Telephone: 631 765-1938 �� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Dater February 13, 2023 Re: LWRP Coastal Consistency Review for of M&R NORTH FORK PROPERTIES, INC., c/o MARK SCHILL SCTM# 1000-90-3-4 Jeffrey Patanjo on behalf of M&R NORTH FORK PROPERTIES, INC., c/o MARK SCHILL requests a Wetland Permit to construct a proposed 3,960sq.ft. total two-story single family dwelling with varied dimensions of 49.0'x48.0'with a 5.5'x7.0' front covered porch, 3'x10' front steps, 10'x33' covered rear porch with 4'x14' steps; install a proposed generator on a 3'x5' concrete pad; install a/c units; install a buried 1,000 gallon propane tank landward of dwelling; a proposed I/A type sanitary system will be installed landward of dwelling and in accordance with S.C.H.D. standards; approximately 300 cubic yards of clean fill to be added and graded surrounding the proposed dwelling to raise the grade; install gutters to leaders to drywells to contain roof runoff; install and perpetually maintain a 10'wide Non-Disturbance Buffer along the landward edge of the wetland line and a 10' wide Non-Turf Buffer to be installed and perpetually maintained along the landward edge of the Non-Disturbance Buffer; and a silt fence to be installed and maintained surrounding the entire work limits until area is fully stabilized. Located: 500 Lakeside Drive, Southold. SCTM# 1000-90-3-4 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposal is CONSISTENT with LWRP Policies and with the LWRP. This recommendation was made with the following considerations: 1. The dwelling is partially in a FEMA AE EL 6' flood zone and will be designed accordingly. 2. An I/A OWTS is proposed in the front yard, and the ability to relocate the dwelling outside of the flood zone is low. Drywells are proposed. 3. A Non-disturbance buffer is proposed. Verify that the 300 cubic yards of fill added to the property will not adversely impact adjacent properties. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney K8&RNorth Fork Properties, Inc. SOOLakeside Dr. FEB 2 2023 Southold, NY11971 SCTIVINo.: 1OOO-9O-3-4 -------------- PROJECT DESCRIPTION—Revised 2/2/23: The project includes the construction of a proposed 3,960 S.F.total square footage 2-story single family residence on existing vacant property. House dimensions consist of varied size house with overall dimension of49.O'x48.O'with 5.S'x7.O'front covered porch, 1O'xS'front steps, 1O'n33' covered rear porch with 14'x 4' steps.A proposed generator will be placed behind proposed garage on a 3'x 5' concrete pad.A buried 1,000-gal propane tank will be installed adjacent to garage.A proposed I/A type sanitary system will be installed in accordance with SCDHS standards and all roof run-off will be directed to on-site drywells.A 10 foot wide non-disturbance planting buffer will be added along the wetlands line and a 10 foot wide non-turf buffer will be added landward of non-disturbance buffer for a total of 20' buffer along wetlands line.Approximately 300 CY of clean fill to be added surrounding the proposed house to be raise the grade.A silt fence will be installed surrounding the entire work limits until site _ work isfully stabilized. . - Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Tuesday, December 20, 2022 11:45 AM To: 'Jeffrey Patanjo' Cc: DiSalvo, Diane Subject: RE: M&R North Fork Properties; SCTM# 1000-90-3-4 Jeff, Regarding the above referenced application, it is still deemed incomplete for the following reasons, some of which have yet to be answered from the Trustees first emailed request: 1. Someone on behalf of this application dropped off revised architectural construction plans on November 22, 2022 that were last revised March 25, 2018 with a cover letter stating what was requested in my previous email is enclosed. On August 16, 2022 the architect dropped off construction plans last revised on July 21, 2022. Which plans are we supposed to be using? Please advise. 2. A revised project description of everything needs to be submitted (footprint of dwelling, porches,fill, etc.). What was submitted with the application received December 2021 is incomplete. 3. On your plans last dated October 12, 2022 the Non-Disturbance and Non-Turf buffer are backwards in their locations, please revise to depict the Non-Disturbance buffer along the wetlands and Non-Turf buffer landward of N-D buffer. 4. On your plans last dated October 12, 2022 there is a proposed 6'wide path to water. As Town Code only allows up to a 4'wide path please revise. 5. Existing/Proposed elevations after bringing in fill and re-grading is not depicted on any plan submitted. Either you or the architect must provide four stamped copies of property elevations-(not of the dwelling but of the land). The application speaks of fill and regrading. If no change in grade, not using dug up soil or bringing in fill to re-grade around dwelling is not being used then the application itself needs to be updated. 6. The NYS flood zone line(s),distances from wetlands to proposed, and the distances from proposed structures to each of the four lot lines are not depicted on plans therefore a determination as to whether this will need a ZBA variance is not able to be made. Please submit four updated sets of plans to depict this. Given the above requested information the application is being postponed from the January 18, 2023 public hearing agenda. Sincerely, 544" & Senior Office Assistant Town of Southold Board of Trustees Office: 631-7654892 Email: elizabethc@southoldtownny.gov From:Jeffrey Patanjo<jjpatanjo@gmail.com> Sent:Wednesday, December 22, 20211:44 PM To: Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Subject: RE: M&R North Fork Properties;SCTM#1000-90-3-4 Hi Elizabeth, 1 I'll get you the revised informatiui—s requested. Have a Merry Christmas, Jeff Jeffrey Patanjo P.O. Box 562 Bohemia, NY 11716 631-464-9332 JJPatanio@i;mail.com From:Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Sent:Wednesday, December 22, 202111:51 AM To: iipatanio@gmail.com Subject: M&R North Fork Properties; SCTM#1000-90-3-4 Jeff, Regarding the application mentioned above, it has been deemed incomplete by Trustee President Glenn Goldsmith and will not be heard at the January 19, 2022 public hearings. The following is what is currently required after Glenn's initial review. Please make note the entire Board has not reviewed this'file. ? The survey prepared by Paul Barylski Land Surveyor and the site plan prepared by you are completely different. ? If you would like the Board to review your site plan, not the survey then the survey needs to be modified to depict either the correct proposal or the property as it exists today(vacant lot). ? All site plans/surveys must include dimensions for every structure (i.e. lengths of exterior walls, covered porches,stairs, retaining walls, size of driveway,etc.) ? If any fill is to be brought in to raise the grade it must be part of the project description and existing/proposed grade levels must be depicted. ? The closest existing adjacent dwellings on each side of the proposed dwelling must be shown on the site plan/survey in order to review the "pier line'for the proposed. ? Two full/finalized stamped sets of construction plans that include side elevations of proposed. The next Trustee public hearing date is Wednesday, February 16, 2022. If you can submit all requested no later than Friday,January 21, 2022 this application might be able to be added to February's agenda. Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.g 2 November 5, 2022 Town of Southold Trustees Town Hall Annex Building 54375 Rte. 25 EGEIVE P.O. Box 1179 Southold, New York 11971 RE: M&R NORTH FORK PROPERTIES, INC 500 LAKESIDE DRIVE SoutholdTotwn SCTM No. 1000-90-3-4 I$oardofTrustees APPLICATION REVISIONS Dear Trustees: Per your email dated December 22, 2021, attached please find revised surveys, site plan and two copies of detailed building plans. If you should have any questions or require anything further, please do not hesitate to call me at 631-487-5290. Very truly yours, Jeffr y Patanjo P.O. Box 582 Bohemia, NY 11716 Opatanjo@gmall.com From: Cantrell, Elizabeth <elizabethc@town.southold.ny.us> Sent: Wednesday, December 22, 2021 11:51 AM To: jjpatanjo@gmail.com Subject: M&R North Fork Properties;SCTM# 1000-90-3-4 Jeff, Regarding the application mentioned above, it has been deemed incomplete by Trustee President Glenn Goldsmith and will not be heard at the January 19,2022 public hearings. The following is what is currently required after Glenn's initial review. Please make note the entire Board has not reviewed this file. • The survey prepared by Paul Barylski Land Surveyor and the site plan prepared by you are completely different. • If you would like the Board to review your site plan, not the survey then the survey needs to be modified to depict either the correct proposal or the property as it exists today(vacant lot). • All site plans/surveys must include dimensions for every structure (i.e. lengths of exterior walls,covered porches,stairs, retaining walls,size of driveway,etc.) • If any fill is to be brought in to raise the grade it must be part of the project description and existing/proposed grade levels must be depicted. • The closest existing adjacent dwellings on each side of the proposed dwelling must be shown on the site plan/survey in order to review the"pier line'for the proposed. • Two full/finalized stamped sets of construction plans that include side elevations of proposed. The next Trustee public hearing date is Wednesday, February 16,2022. If you can submit all requested no later than Friday,January 21,2022 this application might be able to be added to February's agenda. 5 Jedi &4eze& Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 - Email: elizabethc@southoldtownny.gov nEg Southold Torn Board of Trustees i Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Wednesday, December 22, 2021 11:51 AM To: jjpatanjo@gmail.com Subject: M&R North Fork Properties; SCTM# 1000-90-3-4 Jeff, Regarding the application mentioned above, it has been deemed incomplete by Trustee President Glenn Goldsmith and will not be heard at the January 19, 2022 public hearings. The following is what is currently required after Glenn's-initial review. Please make note the entire Board has not reviewed this file. • The survey prepared by Paul Barylski Land Surveyor and the site plan prepared by you are completely different. • If you would like the Board to review your site plan, not the survey then the survey needs to be modified to depict either the correct proposal or the property as it exists today(vacant lot). • All site plans/surveys must include dimensions for every structure (i.e. lengths of exterior walls, covered porches,stairs, retaining walls, size of driveway, etc.) • If any fill is to be brought in to raise the grade it must be part of the project description and existing/proposed grade levels must be depicted. • The closest existing adjacent dwellings on each side of the proposed dwelling must be shown on the site plan/survey in order to review the "pier line'for the proposed. • Two full/finalized stamped sets of construction plans that include side elevations of proposed. The next Trustee public hearing date is Wednesday, February 16, 2022. If you can submit all requested no later than Friday,January 21, 2022 this application might be able to be added to February's agenda. 5 Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.gov 1 Town Hall Annex Glenn Goldsmith, President A. Nicholas Krupski,Vice President nib. - '' `s"f:` :� 54375 Route 25 . ::f.. , _+. ..t,, .. P.O.Box 1179 John M Bredemeyer III y;-- Southold,New York 11971 Michael J.Domino `r� l .=` �. f. . :.• ,•F Telephone(631) 765-1892 Greg Williams : 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 ILL Administrative Permit .,C.Amendment/Transfer/Extension j. 01 Received Application: 12-!•21 t.--: Received Fee: $ MAO t I Completed Application: l�•3•�-- b Incomplete: -"----'•-�- ' '' SEORA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): —�LWRP Consistency Assessment Form Sent: CAC Referral Sent: —Date of Inspection: •l Receipt of CAC Report: � ,Technical Review: ✓ Public Hearing Held ~ Resolution: Owner(s)Legal Name of Property(as shown on Deed): M&R North Fork Properties Inc.c/o Mark Schill Mailing Address: 1050 Waterview Dr., Southold, NY 11971 Phone Number: 516-924-4606 Suffolk County Tax Map Number: 1000- 90-3-4 Property Location: 500 Lakeside Drive, Southold, NY 11971 See location map (If necessary,provide LILCO Pole#, distance to cross streets,and location) AGENT(If applicable): Jeffrey Patanjo Mailing Address: P.O. Box 582 Bohemia, NY 11716 Phone Number: 631-484-9332 Email:JJPatanjo@gmail.com B ,. oard..of Trustees A is : n :: .. . ;.:. "`. .: PPl........ ..> o . GE ERAL.DATA :::.: 24'. N . :.Land Area in:square eet ::-:.: 915. : `: ;. ` Re : :. .: :: . Area Zoning: s .. . R Previous:use of pro er es I. p h,. Res ' - . ';: : .::': P 1? rh'� ::: . . � .. .. -.... : .. .. ..... . .... .:. n en a use.o roe -.... ,.,. .. . .° . .:.. :. .. .. Covenants.and:Restrictions on property._ ❑ Yes.: No. I f.'Yes" lease rovide.a co `::%: . _.:•::. -;. . . ...,..p :P....:.. .. . _ . . .._ ✓.. .. ❑ ✓ .. :: .... . : . . . .. . Will:tlus.:project require:a.Building Permit as.per Town Code... Yes .,No. . If:"Yes';;lie advisedthis..a_`licatiori:will:be:reviewed b'. :the.Buildiri '.De t : rior to:a Board:of_Trustee review PP. Y . g P. P i9r. . . . ...........: ... . .. :... ._ .. ,Mi Elevation:Plans will be.required::. + : ..` ..: •..: '. . ..1. . o.es. . s p .olect-require a arrance$orri.the:Zo. ing Board-of ppeals.I - Yes.. No <i , w. If..Yes.;;: lease. rovrde:co :of decision::: : :.. :::: ' ::::. P . : . .:.. ... . . : .:. ...... .. .. . Will this prolect:require any deinolitiori as per Town Code or as deteI.rmined-bythe Building Dept:?. . D:. Yes ✓ No : .:... . �. D e tru ri r `: Ve :; .C ':::f . '::' e' oes.th s, .cture(s),o p. operty ha a yand ertificate.o..Occupancy. Y s No' no.permits/app.ovals for:site mprovemeq s . - A enc . :. :` ..:: Date g. .. Y. ... ... .. . . . .... .... X `.::.: . r: I. -:•.:;. '. No:prior.permits/a ro�als::for site rmprovements: :: . : :::. • :: pp . .::.. w. .:�,. . r u n n ` enc H s e ' it/a r ale er een revo ed o s s e ded b a overrime to a N . Yes '. a any.p rm oar. b . k l o . . Pp.:.... . :-P ...... . .Y.. .:g. ..:... ...g. . Y. . If .es rovide:explanation:: .- . . :. :...:....Y. P. . ... .,. . Project Description(u se:attachments:if riecess ary): to hed .: : 1. . ::: See at c . M&R North Fork Properties, Inc. 500 Lakeside Dr. Southold, NY 11971 SCTM No.: 1000-90-3-4 PROJECT DESCRIPTION: The project includes the construction of a proposed 3,960 S.F. 2-story single family residence totaling and proposed 528 S.F. detached garage on existing vacant property.A proposed I/A type sanitary system will'be installed in accordance with SCDHS standards.All roof run-off will be directed to on-site drywells. Proposed driveway to be pervious gravel and a silt fence will be installed on the seaward side of the work limits until final stabilization is complete. Board.:of`Trim tees.: lic:_.. Lon,.-. W .. ETLANDI'TRUSTEE LANDS:APPLICATION DATA ..' :. . .. : :: Purpose:of the proposed operations See:attached; . . . 9 813 .;. Area.of:wetlands on lot; square:feet 7:2. Percent coverage.of lot:. % Closest distance-between_nearest existing structure;and upland edge of wetlands: :feet _ 71 ; Omest`distance between�riearest proposed structure grid upland edge.of.wetlans. . feet Does the.project involve excavation or filling:. ❑ No ❑ Yes:. .138 ' If yes;how much:material:will be excavated?:- cubic-yards How much material will be:filled?.: cubic:yards. De th of.which material will:be.removed orale osited: .. feet: p. .. . . p. 1._4. Proposed.lop6 throughout the.area of operations:: :: . Manner in'which matenal.will.be rein ved or de bp osited::.__.;,... Work..to..be completed by.skidateer andlor:excavator. . . Statement of.the effect,=ifany; ori the wetlands.and tidal watersof.the town:thatmay restilt.by. reason of•suckproposed operations:(use-attachments if appropriate): . . There will be no effect on wetlands due to construction,a buffer Will and and_silt fencing installed during construction Board of Trustees Application AFFIDAVIT Mark S ch i I I BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. -' ignat e of Property Owner Signature of Property Owner , SWORN TO BEFORE ME THIS DAY OF V V�f� ,20 2 `y�PTE'pGi� Dawn Johnson Notary Public,State of New York ='` aueuc "__=`I+10 O1Jo�349053 N F Qualified in 8l--Jcl k l-(" ty Otar PUb 1C ',n ;° o`d ya Comndssion x,:.j... k./11/7.0— Board of Trustees Application WETLAND/TRUSTEE L DS APPLICATION DATA Purpos of the proposed operations: See tached Area of wetlands o lot: 1,813 square feet Percent coverage of to 7.2 % Closest distance between Barest ex'sting structure and upland edge of wetlands: 71 feet Closest distance between nea st oposed structure and upland edge of wetlands: 71 feet Does the project involve excavat n or filling? _No ❑✓ Yes If yes, how much material will a ex avated? 138 cubic yards How much material will be fil d?0_ _cubic yards Depth of which material will a removed or eposited: 2 feet Proposed slope throughout t e area of operatio : 1-4 -- Manner in which material ill be removed or depo 'ted: Work to be completed by s id steer and/or excavator Statement of the effect, 'f any, on the wetlands and tidal waters of t town that may result by reason of such propose operations(use attachments if appropriate): There will be no effect on wetl nds due to construction,a buffer will be provided and silt fencing stalled during construction. Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We, Mark Schill owners of the property identified as SCTM# 1000- 90-3-4 in the town of Southold .New-Yolk,hereby authorizes Jeffrey Patanjo to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. G Property Owner's Signature Property Owner's Signature SWORN TO BEFORE ME THIS O DAY OF JU(�(�� � ,20 2 1 ���pTEpF% Dawn Jolmson p5............... NOTARY Notary public,State of New York _* aueuc =No O1J05349053 Not;!!:! P blic '''- ti..... ;;i ' Quaiit'ied in Suffolk County ComrnissionExpires 10/11/20-1r-1 APPLICANT/AGENT/REPRESENT` IVE TRANSACTIONAL DISCLOSURE ORM The Town of ou hold's Code gf Ethics rohibits-conflicts of interest on_the_ ari f town fficers and employ2es.The Rumose of. this form is to brovide information which can alert the-town-of ossible_conflic o linterest and allow it to take.whate er action is necessary to av id same YOUR NAME: Schill,Mark (Last name,first name,qiiddle initial,unless you ar applying in the name of someone else or other entity,such as a company. so,indicate the other person's or company's name.) NAME OF APPLICA ION: (Check all that apply.) Tax grievance _ Buil mg Variance T tee ✓ Change of Zone C astal Erosion Approval of plat ooring Exemption from plat or offici map fanning Other (If"Other',name the activity.) Do you personally(or through your ompany,spouse,s ling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relation ip"includes by lood,marriage,or business interest."Business interest"means a business, including a partnership,in which the t n officeror ployee has even a partial ownership of(or employment by)a corporation in which the town officer or employee o ns more t n 5%of the shares. YES D___ N If you answered"YES",complete the balance this form and date and sign where indicated. Name of person employed by the Town of So ho _ Title or position of that person _ Describe the relationship between yourself a applican agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or d scribe in the s ace provided. The town officer or employee or his or he spouse,sibling,pa nt,oi•child is(check all that apply): [1A)the owner of greater than 5% f the shares of the corpo to stock of the applicant � (when the applicant is a corp ration); B)the legal or beneficial owner of any interest in a non-corpo to entity(when the applicant is nota corporatid ); an officer,director,partner or employee of the applicant;or _D)the actual applicant. C) . DESCRIPTION OF RELATIONS IF Submitted this day of - _ 202_ Signature Print Name Mark Schill Form TS 1 - . ..,:::.s. _ I : APP. ICANT/AGENT%REPRESENTATIVE. TRANSACTIOlYAL DISCLOSURE FORM`:. ::'-. ::'. ., . ..;::: F1ie:`fowrai sof Southold:s:�ode'of.Ethks orofiitiitsaconIi cts-of intereston tl►e part.of toi+rn officers.and einnlvyees The�uivse of. ,.. I. -11. ..:..= .. . : : thii f is to` rovide information which°can°alert the o of os i I s form 0 rva a s b e cont3tets of mtere t and allow tt to take whatev ractton is.. . ecessa':>to=:aYoidsarrte: p rY ::schill Mark ... . :p. -. ...- - . . . : _ .. YOUR Nt1ME.,.... :. . ... ..... :.; :..., . i::`(L aine;:ifiiddle al;:.upl'ess you are a...�:in~:iia:fhe;name of.".:: :` ast.name, irst n initial,: Pp Y-g , someone else or:otherentity,such as a:company.If so;indicate the other, erson'sorcom an'sname. . ;.: . . : ,. P P..Y_ . . . ) .. . NAME OF APPi:IGATIOTl:. Checlt all that a 1 : :' :. (...: RpY) . . :.. . . - .- ...: . Tax gcievaiiae :.... : Building Variance Trustee ✓ ChangeofZone::. - I. Coastal Erosion.: ApprovaGof plat . Mooring . . .• emptionfrom:plat=or offd4ma Plannin Ex Other : .. If".Other` name theactivi . . .. : ty;) .. -',. - . . o` ou ersonall or;throu h our com an s ouse,siblin ; areri or child have a relatiorishi `with an ;officeror em to ee; :: Y P Y d, g. R Y :.of the Town:of Southold?"Relationshi "..includes b :bloo rtjarria e;or liusiness:[nterest`Business interest-means a b_usiness,: ::: including.a partnership m'which'the town officeror.employe1.e has even,a partial ownership of(or:i ployment bypa coiporation.. . . . ... . in which the town.officer, orI.employee owns;more.than 5%ofthe shares:'; . VES F NO ; .l,..:_. .. : �if you ansjvered"YES';:complete.the balance ofthis form and.date:and signwhere indicated:: :.~ :.... '.:: :. - .. . .. ... Naine.ofperson employed liy:the:Town.of Southold."_,. Title or position of that person :Describe the relationship between yourself(theta lioant/a �nt/re resentative.and the town officer:orem In ee..Either.check.: . .. the:appropriate line.A).through D)and/or describe in the,space provided: . . Thetown officer of em to ee or his or hers use siblin area or:child is: check aff t}iata 1 .. . . n A)the owner of greater.than.5%of the'.shares:of the corporate stock of the applicont Jul:_ CL (when the:applicant:is a corporation);:,.:::.;:: .'::. :: : :: ::. ::. . B)the legal or beneficial ownerof any interest'in a non corporate entity(whetr the applicanfis not a corporation); : - 'C an officer:director artriei or employee.of the.a [ican`.or . ,P. . , PP.. .�- - e.a i D. D)-the ctuaf I can4.: .; :... a �- :.J�L_ ) PP `DESCRIPTiON:Or.REI ATIONSHiP..` 0 ✓ . Submitfed this`: J_: da of. ZO 2 Z_ . . .. :5Ign.:: afore;.; . .. :. ..: . ::.:.:.:: ark Scfii-1, : -.- . : . =Print Name:M : I. . form.TS:I % >.- . . "`: . . . LICA.:... .A. ._., . APP NT/ GENT/REPRESEN ATI T VE ::. D ' . RE. TRANSAG I NAL ISCL .. . . . . . T.O OSUDRM : lie TtisvriQfuoufhold s.Code.Ql Ethics_drohibits-ceuafliets df interest'oMhe3partgf town�ttfBcers-a,emalowem. he numse of . . . thtsfo�sii_tsto: touitle infbmiation=►tehie)is an>alerft#ie towiiap`oosslhlecarif lets f ifteidi aitd' 16w-f:to: a ltat et.' t o P t al tak w ev ac i n%is; ecessarv.:ta avid sairie:. P :.. . . .. : P..ataajo.�effrey:.:.:::__. - ::;.. _: YOUR NAME: .... . ,.. .. . . . (Last.name;firAname,:iaiiddle initial,.unless'you are applying eihe riatite'of:.' someone else or otlierentky,_such as;a company.-If so;indicate the other erson'sorcom an 'snaine: P P.. Y ,. . . :> - - NAME OF APPLICATIONt Check ah that a I`: :.'_:r: - :.:. . .( .... .. ,.. ... . . 1. I :Tax: nevance Buildin ::::: g. g :.,. Variance,` Tnis1.tee: ✓ :.Coastal Erosion :.`.:�. _.. .. Change.ofZone::.- : :..::.: ' .:....::.... v o0 rin A ro a!of lat .:. M :. .. :. Pp.. : R.. . .g :Ezein dodfrom. lat or official ma ' Plannin .•.. . the . ,..... �: O r : . �. (]f .Other.,name the.achv�tyJ.:... .....:.. :.:. .. u rs t `. :. i. Do.yo pe onaity(or h ough your=company;apoiise,sibling;parent;or child}have a relat onship with'any:officer:or employee; .i _ Of the,Town of Southold?"Relationship".includes by blood,marriage;or,busine'ss interest:"Business interest"means:a business, % . - including.a partnership;:in iv}iich the town offce�ocemployee has even a partial ownership of(oc employmgnt.by)a corporation in which the town officer oc employee owns more than 5"/0 oftheshares: � . N. .% YESI. .❑? O'... . `: . a ans sere S":come e t e e t d d e''d w e i ed .L.If y1.o d YE pl te.h balanc- of his form an , at an sign h_re tnd cat Name of person employed fiy ttie Town of Southold._ Title' osition of that erson P. P t::. . Describe.the relationshi between ourself thea licantla ent/re resentative and the town offcer-or:ern to ee..Either:check :' _`. P ... Y PP:. g. P p..y .. .theta ro�riatelineA.throw hD.:and/ordescribe:inthe§ ace rovided:..:: :. . t wn 'ff or em 1 ce r is a si Id i : he : I t t The o o Icer p oy o hi.or.h r.spoiise,. blin&parent,or cht- _s c ck al ha, a . 0 . ( PP Y)=: A),the owner of greater than:5/o of theshares of the corporate stock:of the;applicant . when.the a licant is a co oration;:;::::: . .`. . :: . ( PP rP ) �- nn` B e le forbe of ow a.o •an int""es in no or orate - wen e J�..)th.. .ga. ...,. n. cal n r f Y...er. t a n c .P.. itY( .h. a licaiit-.is.not,a co oration• .. . . G'an officer,:director artrier or_em to ee of the a Itcan or;:: :. �.l? P.Y. - PP. . �. . ).the actual:a licant::: ;. . :: . _ : — PP... .. % .. DE Citi :..0 Oi'REL Tl IiIP: - -. . . . . .. S : .PTi N ..... .. A. ONS.., . : �._.: .. : _ . ..M ,.,...:.::_ % 1 : :. Subtnitted tris 10/26/202 --- .. .. . ...... .. -. _ Sigatute ::- -. .. <:. : j g Patanl9;:.:.::..-- . ... :. ._Pr ntName: .. ...:.. .... ... . .... grin<TS:T .. Short Environmental Assessment Form Part 1 -Project Information Instructions for Comuletint=_ Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information Name of Action or Project: 500 Lakeside Drive-Southold Project Location(describe,and attach a location map): See location map Brief Description of Proposed Action: Construct proposed 3,960 SF single family residence and I/A style sanitary system. Name of Applicant or Sponsor: Telephone: 516-924-4606 M&R North Fork Properties,Inc.c!o Mark Schill E-Mail: takeside25(a�aol:com Address: 1050 Waterview Dr City/PO: Southold State: Zip Code: NY 11971 1. Does the proposed action only involve the legislative adoption of a plan,local administrativelaw,ordinance, rule,or regulation? NO YES If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval:NYSDECI Townof Southold Trustees&Building Dept. 3. a.Total acreage of the site of the proposed action? 57 Elz b.Total acreage to be physically disturbed? acres c.Total acreage(project site and any contiguous properties)owned .35 acres or controlled by the applicant or project sponsor? .57 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial ❑' Commercial Residential(suburban) ❑Forest ❑ Agriculture ❑ Aquatic ❑ Olher(Specify):' ❑Parkland Page l of 3 Y � i 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ Elb. Consistent with the adopted.comprehensive plan? 1:1 ❑ 21 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? NO YES 7. Is the site ofthe proposed action located in,or does it adjoin,a state listed Critical Environmental Area? 21 Name:Cedar Beach,Name:Peconic Bay and Environs,Reason:Significant coastal fish&.WIdiife habitat, ANO If Yes,identify: Reason:Protect public health,water,vegetation,&scenic beauty,Agency:Southold,Town of,Agency:Suffoi ounty, ...8. a. Will the proposd action result in a substantial increase in traffic above present levels? b. Are public transportation services available at or near the site of the proposed action? c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ❑ ❑ action? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ 0 [10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: FProposed roposed action connect to existing wastewater utilities? NO YES ,describe method for providing wastewater treatment: includes new VA style sanitary disposal system a ❑ 12. a.Does the project site contain,or is it substantially contiguous to,a buildin archaeological site or district which is listed on the National or State Register of Historic Places,or that has been determined by the NO YES Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the ❑✓ ❑ State Register of0storic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑ • i archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13, a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain wetlands or other waterbodies regulated by a federal,state or local agency? NO YES 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: Page 2 of 3 F � 1 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: [Shoreline ❑ Forest ❑Agricultural/grasslands ❑ Early mid-successional R]Wetland ❑ Urban ❑✓ Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? Common Tern,Least Tern,Pi... ❑ a 16. Is the project site located in the 100-year flood plan? NO YES 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a. Will storm water discharges flow to adjacent properties? ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ ❑ If-Yes,-briefly.-describe----­ .Roof escribe:,-Roof and driveway runoff will be directed into on-site drywells. 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: 1-9. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name: Mark Schill 1� Date: l� Signature: . Title:Member PRINT FORM Page 3 of 3 Part 2-Impact Asmaj, _ The Lead Agency is responsible for the comp t of Part 2. Answer all of the following questions in Part 2 using, r&&nation contained in Part i and other materials, nitted 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 actionr No,or Moderate I small to large t impact impact may may occur occur I- Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? ff 2. Will the proposed action result in a change in the use or intensity of use of land? J3 0 3. Will the proposed action impair the character or quality of the existing community? LL33 �l 4. Will the proposed action have an impacton the environmental characteristics that csused establishment ofa Critical Environmental Area(CEA)? E� S. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure Por mass transit,biking or walkway? . ti, Will the proposed action cause an increase in the use of energy and it f$lis to incorporate' _ t"? reasonabl available ener conservation or renewable enc opportunities? f.--J 7. Will the proposed action impact existing: a.public!private water supplies? _ b,public/private wastewater treatment utilities? - 4 IL Will the proposed nation impair the character or quality of important historic,archaeological, twate tecturaloraestheticresources?the proposed action result in an adverse change to natural resources(eg..wetlands, rbodies,groundwater,air quality,flora and fauna}? 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? H. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance, The LendAg cy err Is responsible for the completion of Part 3. For every question in Pert 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 signifrcam.Each potential impact should be assessed considering its setting,probability of occurring, duration,Irreversibility,geographic scope and magnitude. Also constderthe potential for short-term,long-term and cumulative impacts. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that tine proposed action will not must in any significant adverse environmental impacts. Tawe of Southold-Board of Trustees Name,of Lard Agency Date _ President _ Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer l Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible OfFicer) EAF Mapper Summary Report Tuesday,October 26,2021 11:46 AM Disclaimer: The EAF Mapper is a screening tool Intended to assist g project sponsors and reviewing agencies in preparing an environmental 4 assessment form(EAF).Not all questions asked in the EAF are .tr f . r ti t^ :-. --_- answered by the EAF Mapper..Addrtional infomratfon on any EAF " >' _x, �¢.-g-7 - y question can be obtained by consulting the EAF Workbooks. Although r. > the EAF Mapper provides the most up-to-date digital data available to r: Y 94,-4-3 = DEC,you may also need to contact local or other data sources in order . .°¢"� 2� `k Al .:+ to obtain data not provided by the Mapper.Digital data is not a rv' ti __L V"; substitute for agency determinations. w }` 9.0-. 22, f"Y ' s 90-4-4 .9.0-.4-22, ' { 1 `Y�• -1 A - CCd. t ey t* -y� I , JI Toronto4 - . `fix - �.' - '3dl•�«1:k' ... u- G _-amu. ,...w.r_.H,. :..,,...::............... k�t: �a "-cam i �n. .r. 3 ainii)ia!��iSsG�,fS.t`l,'N ailatid.Pl� ft:°( 00-3 ;t7psnStr2�ttap�ot ?t�as±r�, !atF� Gr fSt.C'�4xt.`li'ciit1t>flslttf, 'f.tid_Ert-°�iTt'fm'rC . sNttdenlpah'.gientiad lhlRE:fECt 'P„fRCAEna qM1"Eti tiita alt: sllapati :ETter:1 Gta Asn cfnpistatrtutapst�tnbt�itt�{ ,;IStJ��titttatsatt Part 1 /Question 7 [Critical Environmental Yes Area] Part 1 /Question 7[Critical Environmental ,Name:Cedar Beach, Name:Peconic Bay and Environs, Reason:Significant Area-Identify] coastal fish&wildlife habitat, Reason:Protect public health,water,vegetation, &scenic beauty,Agency:Southold,Town of,Agency:Suffolk County, Date:3-9- 90, Date:7-12-88 Part 1 /Question 12a [National or State No "Register of Historic Places or State Eligible Sites] Part 1 /Question 12b [Archeological Sites] Yes Part 1 /Question 13a[Wetlands or Other Yes-Digital mapping information on local and federal wetlands and Regulated Waterbodies] waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 /Question 15[Threatened or Yes Endangered i nimal] Part 1 /Que,tion 15[Threatened or Common Tem, Least Tem, Piping Plover 'Endangered ►nimal-Name] Part 1 /Question 16[100 Year Flood Plain] Yes Part 1 /Question 20[Remediation Site] No. i i i i I i I I I 'i r Short Environmental Assessment Form- EAF Mapper Summary Report 1 Board of Trustees Applica',__-jn PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: I fd � `� P ?0 ' 3 - 3 90 3 ?o - y - 3 90 y STATE OF NEW YORK COUNTY OF SUFFOLK , residing at , being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of , 20 i Notary Public NOTICE OF HEAR, ING 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: M&R NORTH FORK PROPERTIES, INC., c/o MARK SCHILL SUBJECT OF PUBLIC HEARING: For a Wetland Permit to construct a proposed 3,960sq.ft. total two- story singlefamily dwelling with varied dimensions of 49.0'x48.0' with a 5.5'x7.0' front covered porch, 3'x10' front steps, 10'x33' covered rear porch with 4'x14' steps; install a proposed generator on a 3'x5' concrete pad; install a/c units; install a buried 1,000 gallon propane tank landward of dwelling; a proposed I/A type sanitary system will be installed landward of dwelling and in accordance with S.C.H.D. standards; approximately 300 cubic yards of clean fill to be added and graded surrounding the proposed dwelling to raise the grade; install gutters to leaders to drywells to contain roof runoff; install and perpetually maintain a 10' wide Non-Disturbance Buffer along the landward edge of the wetland line and a 10' wide Non-Turf Buffer to be installed and perpetually maintained along the landward edge of the Non-Disturbance Buffer; and a silt fence to be installed and maintained surrounding the entire work limits until area is fully stabilized. Located: 500 Lakeside Drive, Southold. SCTM# 1000-90-3-4 TIME & DATE OF PUBLIC HEARING: Wednesday, February 15, 2023 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Glenn Goldsmith,PresidentSQFFO,�c Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski y z P.O.Box 1179 Liz Gillooly o Southold,NY 11971 Elizabeth Peeples 4,- �� A Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of M&R NORTH FORK PROPERTIES,INC., c/o MARK SCHILL COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO N®�TY►COMPLEtTE HIS O UNTIL THE P NA,WIMP'* EMWONED,; l% CE F�� TYLE SE EN DA R OR TO=Tw WRn. HEARING DATE=COMP PTE TIY 'f-OVE-AAXER-,,- vtkf ;� I,//' ` , residing at/dba SaVL,�'v 1 - d-1-,71 being duly sworn, de ose and say: That on the 6 day of F� 20 a3 I personally posted the property known as by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,February 15,2023. Dated: ------ (signature) Sworn to before me this I qfA day of F06 20-23 DIANE DISALVO /�„�_. 9AK NOTARY PUBLIC-STATE OF NEW YORK rllQ,W No. 01D1475593 Notary Public Qualified in Suffolk County My Commission Expires April 30, 2026 February 7, 2023 Town of Southold Trustees Town Hall Annex Building 54375 Rte. 25 P.O. Box 1179 Southold, New York 11971 RE: M&R NORTH FORK PROPERTIES, INC 500 LAKESIDE DRIVE-SOUTHOLD SCTM No. 1000-90-3-4 AFFIDAVIT OF MAILING Dear Trustees: Attached please find Affidavit of Mailing for the above referenced project. If you should have any questions or require anything further, please do not hesitate to call me at 631-487-5290. Very truly yours, Jeffrey Patanjo P.O. Box 582 Bohemia, NY 11716 p .. Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: I Qa)—QO- a--U NAME: ADDRESS: 111000-90-3-5 000-90-4-4 Cornell Roger Gilman Paul S Gilman Ellen S Cornell Virginia 650 Lakeside Dr N 680 Oakwood Ct Southold, NY 11971 Southold, NY 11971 1000-90-4-3 Adimey Marijo 1000-90-3-3 Luqris Veronica Katsiris Konstantinos D 21515 Soundview Avenue Orlie-Katsiris Julia M Southold, NY 11971 300 Rector PI Apt 5Q New York, NY 10280 STATE OF NEW YORK COUNTY OF SUFFOLK 4-t•,re- %Iaq la ,residing at © ��iC• 2- . , being duly sworn, deposes and says that on the -_7 day of r , _U , 20_aa, 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 Vairn-ii on(In,le that saidtic were mailed to i each of said persons by ERTIFIED MAIL/RETURN REC PT. I _�Wnktqw Sworn to before me this Day of 20 JESSICA L. GEREMINA NOTARY PUBLIC-STATE OF NEW YORK No.01 G E6418131 Qualified In Suffolk County E N ublic My Commission Expires 06-01-2025 I i Postal • • stal Service TMCERTIFIED p rru _ a Ir / �fCEIPT CERTIFIED MA p RECEIPT IEr Domestic Mail Only ru ru•a7U�,C I�1U ! t(: •t! f71•(p(i �s/�� [(7 I V7 F, is ti 2% tip � � � •OUL(r-r`Uli I ' ,-.R Certified Mail ' G U f i �. U r-q �Y,i:� !i%3ti rq Ceruiled Mail Fee Extra Services&Fees(check box,eddibe q{a pppriiie) ((� O $ ❑Return Receipt(hardcopy) $ �!,UU Gd,�\ Extra Services&Fees(checkbox;add lee �� O ❑Retum Receipt(electronic) $ Postmark U- ❑Return Receipt(hardcopy) $ '- ❑Retum Receipt(electronic) $ A t vu � ❑Certified Mall Restricted Delivery $ ;::: :;;; 7 G v H 0At ark 0 ❑Adult Signature Required $ i�a _ Certified Mall Restdcled Delivery $ i 9 Her EIOZ []Adult Signature Required Signature Restricted Delivery$ � O ❑ g �ired _ p Postage �, �� 6 j ❑Adult Signature Restricted Dellvery$ j P!r.BJ `�'J `� O Postage -a T 1000-90-4-3 v,•� i}�� r- -, .••n 1000-90-:1-'5 $ Adimey I�Iiri" '-q Cornell R� e�° ti ` Luqris Veronica ru ru Cornell Virginia E3 S 21515 Soundview Avenue o 650 Lakeside Dr N ---------------- z Southold, NY 11971 ---------------- �` Southold, NY 11971 ----------------- :rr r „ ,rr•,. PostalPostalce CERTIFIED oRECEIPT CERTIFIED MAIL@� Ln I .0 Domestic mail Only Domestic mail only to ru Ll Ln ,IVF'6•�UIjP=9 ("t'@^i• ty rj• - I(��1,,., } .(,rte" 7Services ! iit3" 143' U Lr- LaCertified Mall co Fee r9 e$ ..,, -,�- C30737, i3 -,:rp O Extra Services&Fees checkb !r3 Fees(checkbox,add lee"WpIrpre) ( aw add lee ��riJ te) ❑Return Receipt(hardcopy) $ ^•., ❑Retum Receipt(hardcopy) $_ - M ❑Return Receipt(electronic) $ F Lt !r U ��d Q h 4;\f ❑Return Receipt(electronic) $ ^�+4! t�F 'ScC<pQstlnark ,`MR k ❑Certified Mail Restricted Delivery $ ;i: :f(r !• Here O ❑Certified Mail Restricted Delivery $ Ti l ii \ Her 0`4" []Adult Signature Required $ `M O ❑Adult Signature Required $ []Adult Signature Restricted Delivery$ ❑Adult Signature Restricted Delivery$ �l Postage3� O Postage P�i.03Ln U.03 -� 1000-90-3.3 • i ei u r i i `° 1000-90-46S+� • 13 f 1 r-1Katsiris Konstantinos D �f � � �� � ,v Gilman Paul S ru Orlie-Katsiris Julia M ru Gilman Ellen S E30 300 Rector PI Apt 5Q - • �------- r`- 680 Oakwood Ct New York, NY 10280 Southold, NY 11971 :.r r ,r r,r r ,r r„•,. Town.of Southold LWRP`CONSISTENCY ASSESSIM ENT;FORM A. INSTRUCTIONS 1.- All _applicants for permits*. including_Town of:Southold agencies;:shall complete this CCAF for proposed.actions:that`are subject-to;tleTownof.Southold Waterfront'Consistency.ReviewLaw. This. assessment is.intended.:to supplement:other information:used by a. Town .of Southold agency in making:a:determination of consistency: *Except rizinor exempt actions ;including Building.Per..mits and other ministerial pernr its.not located within.the.Coastal Erosion Hazard Area. Before:answering-the questions in.Section C. the prepares'of this form.should,review the exempt minor.action`list; policies and explanations.of each:policy contained:in theTown.of Southold Local Waterfront Revitalization:Program.. A.:.proposed;-action,will:.be:eval gnificant . - . . .. . u�tt as.to.,1... :. ... ., beneficial and adverse effeets:Aon the coastal area:(which uiclude all of Soi thold`.TownZ< 1 If any question.iri Section,:C`on:flus form`is_answered."yes"'or`no"; then the proposed.:action will affect the.achievement of the LWR.P policy standards and.conditions contained m.the:consistency review.law: Tlius�::eaeh answer..musf:be exulam in detail, listing boih::sumortin,�.and non suuprortiu� 'facts:. if an action cannot be certified:as:consistent vrith the LWRPpolicy standards'and . - . conditions w t shall=no a undertaken._ A copy of the:LWRP is available.in the following places: online:at thei Town:of.Southold';§ website(southoldtown.northfork.net),the Board of Trustees Office; tYie Planning Department; all J. libraries:and.the.Town Clerk's:office. B: DESCRIPTION OF SITE AND PROPOSED ACTION. PROJE5 NA ::00 Lakeside Drive - Southold ` CT, ME .... .. _:........ ... . .. . The Applicatioia has been submittedto._(check.appropnate.response): Town Board ❑: Planning Board❑ BuildifiOept:. ❑: Board of Trustees 1:: Category of Town:of Southold agencyaction(check appropriate response): (a)_ Actioa undertaken directlybyTown 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:andextent of action See attached ;::. :: 1: .. 500 Lakeside Dr Southold NY 11971 . .. ... . . . .. Location of action.. . _ .. , -.. . . : <:._<::. <_- 0 570. ::: ;- . .. .. ":,,. :...... Site a ..:, .. . ..... . .. .. ... . .. . Res.:: ; :.<:.:': `:: ::. . ::: : :.::.Preseiltaand:use.. . .. ....... ......._:. . .:._.._....,:. .. . Re . :..:: s .... -: ... :,•... . . . .. Present%zoriiri classification..,.. . . ......::..:... .. . .'.. g 2:::-`::::If.an.. is tion fo thee: ro osed_action has been filed w th.the Towri of Southold: eric `ale followin � . .... ... .. . .. . . . . .. .. .. . . ..... . onnahon shall e:provided:::. . . .:.. I . '. ..: .. .. ... . . _M&R it No h:Fork Pro ernes-lric:::c/o Mark:Sch'ill:::.:..:;.<:`:.:::. ::::::...::: . . .. . . .. ` (a).Name of.applicant: P. . , •. : ...,, :. W t :.. w Dr tli Y'1:1 71 .: .- . : :,. ': Mallin address...050. _ a ervle _. .,Sou old,-N �).. g' 1 - 24:. .. .... 5 _ 9 4606 :: `:: :. .t : .: >: :.:.:: c °:Tele hone nurliber Area Code .. ..:, . ( ). P. (d) . . tion n .- . Y .:::..,::: . �: :. . Will the action be directl .un ''*ak'''r uire fundin `:ora royal b'::a state.or federal enc :.• .. . . 7;'NYSDEC LT ..n of South"Id BO ding*De ..: , ow i i m . o n 9. ... .. ..,. Yes No I .yes;whicli'state or federal agency.:. P.. :... C 'Eval::_ ..the ro'ect t . the followin : ..h* s b anal , ` how the: ri*ct:wilf.further.su ort or. ; p... . ... . . P.. . P not:support the policies.: :Provide all proposed.Best:Mana-: ' ent,Practices thatwill:furthelr.each policy::;:; Ineom'fete answers wift re uire.that'the:form be:returned for:coin letion: :; ; : : : . ::`. ; .. q YE OP D:.. O ST-: .Q. I Y: .:`:.: ,._. . ... !E L E C A P. L._C ... . .:.... .. . . . . . `_: Polic 1 :-Foster a attern of.develo went in'the Town.of Southold that enhalnces:communi character ` .:: < ' Y. .. ..P .. . P ...... ... ..... . t3'.._. .. .. ... �.. . .. : preserves open space,makes'.efficient use:of:infrastructure;makes*l6neficial.use of a;coastal location;:and. minimizes adverse effects of:development:" See:LWMP.:Sectioii III Policies;.Page 2.for:evalliitition: ;.. rit:..l... . c er a.. Yes- No. of A licable: . .```. ✓ N PP. . . .. . LJ... . . ❑ . .. .. . ... . . .. Prpiect:is consistentwlth.ne hboriri ro erties.and make;benefcial use of, ro e. :: ."'' :: :.:.:':: `., _ ..9 : .9 P_ P. <._._ _ p p.,rtY ,._..__ e ess . A c dA 6 na•s e ts:if.nec tta h a o 1 h .arY:: . Police: Z. Protect:and reserve' iston't'anId:-archaeolo 'cal- r%esources ":of'the::Town:of. Solilthol L, ee` < .;'_: Y; . ... Ia. P . .. .... .-- --.. . . LWRP Section IIh=Policies Pa�es 3:throw h 6:for evaluation criteria .::` a. g - _.. . ... - g . . .. I_J :Yes ❑'No.❑ Nat Applicable.. . ... : . No:effect.due to.type:of project and its.'consistence.vuithsurrounding homes.: Attach additional sheets if necessary Policy'3. :Enhance:.visual quality. and :protect scenic :resources throughout the`.Town,of Southold: See.- L.WRP Section:III- Policies.Pages::6 through 7 for evaluation criteria Yes... ..: .. No: Not A licable 0 ✓ PP No effect - Attach`additional sheets if necess _arY.. .,. NATURAL .COAST POLICIES : . Policy 4. Minimize loss'of life,structures; and natural resources from.flooding and.'erosion See_LWRP Section:III-�Policies Pa96:8:through 16:for:evaluation criteria. ❑ Yes ❑ No Not Applicable` No effect:. ::. At additionalslieets.ifnecessa rY Policy S ..:Protect and.iniprove.water quality and supply in the Town.of.Southold.'See LWRP Section III —Policies Pages.l6 thr6ugh;21 for,evaluation criteria EJ n EJ Yes:E No, ZNot:APOcable :_ No effect Attach additional sheets if necessary: ' Policy 6.:: Protect,;and.restore,the quality and function,of the.Town:of Southold.ecosystems-including.: Significant Coastal Fish:and Wildlife Habitats and%wetlands. See LWRP Section TII Policies; Pages 22 R: :ahrough.32_for evaluation criteria. nYes:::> No . ✓ Not Applicable' � . ❑ . . . No:=effect. Attach'add ..... . :.. .. .... Policy. 7.:.. Protect; and improve air.quality:in the Town-of Southold. See LWRP Section III .'= Policies Pages 32 through 34'for evaluation criteria. ❑ Y. , o�. Nof APP..licable: No effect` Attach additional sheets.if riecess Policy '8.: - Minimize-environmental degradation mi .Town of. Southold :from solid waste and hazardous substances.and'wastes; _See LWRP,Section III-Policies;Pages 34 throu 138 for evaluation.criteria: : Yes Nc :Not Applicable . ., IVo effect PUBLIC COAST POLICIES Policy 9-. Provide forpublic access to% and.recreational use'Of;:'eoastal.Waters, public,lands; and public resources.of the Town of:Southold. See LWRP Section II . Policies; Pages�38..through 46 for.:evaluation criteria.: Not Applicable 74 7 71 :No effect:. Attac$additional§beets if necessary WORMING COAST POLICEES'.., Policy 10. Protect.Southold's.Water-dependent uses and.promote siting.of new:water-dependent.uses suitable.locations. Sie LWRP Section.III .Policies;.Psges 47 through 56.for evaluation.criteria. .Yes: No NotA ❑ ....::❑. ❑✓ pp Lica 1 be....: :. No effect : . Attach additional sheets if necess arY Policy '11: Promote:sustainable use, :of living marine:resources :in Long.Island Sound;. .the .Peconic Estuary.and Town waters: See.LWRP SectioWHI.-Policies;::Pages_57 through 62 for:evaluation criteria:. {� ❑Yes ❑.No ✓ Not Alicable. PP . No.effect' ` Attach.additional,.sheets if necessary Policy.12::' Protect agricultural.lands in the Town of-Southold:.See LWRP.Section III:=Policies;Pages- 62 through 65 for evaluation criteria. ab Y A lic le 0. es No❑.Not pp No:effect Attach:additional sheetsifnecess arY Policy 13:: Promote appropriate, .use :and. development.of en'er'gy_:*and` mineral. resources: See LWRP.. . . ` Section:III Pol cies;.Pages 65 through 68 for'evaluation criteria. Yes �:No. ✓ . Not A pP lica ble. 0... IJ.. : .,0. .: No.effect;.:. .. Jeffrey Patanjo:.:. :: Agont. . �.. TIT PREPARED:.BY LE::. DATES 10!25!2. . I t J November 23, 2021 Town of Southold Trustees Town Hall Annex Building 54375 Rte. 25 P.O. Box 1179 P.O. Southold, New York 11971 RE: M&R NORTH FORK PROPERTIES, INC j D' C 2021 r 500 LAKESIDE DRIVE SUM No. 1000-90-3-4 APPLICATION FOR PERMIT --- - Dear Trustees: We hereby submit one (1) original and three (3) copies of the proposed plans, application and check for permit approval for the above referenced project. If you should have any questions or require anything further, please do not hesitate to call me at 631-484-9332. Very truly yours, Je rey Patanjo P.O. Box 582 Bohemia, NY 11716