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Home My WebLink AboutTR-10382 Glenn Goldsmith, President ®�� Town Hall Annex S®U��°®� 54375 Route 25 A. Nicholas Krupski,Vice President ® P.O. Box 1179 Eric Sepenoski AL Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 lou 'N, 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 1 It day of construction % constructed When project complete, call for compliance inspection; ��-;:A.a.�'�95e°' ��a° "��'�4�'Ap��``^{;, _ .;��to,@ �a...`' e� i,<d .`a'g:. ,�.�� di.. :✓ .�a A�Q � /�°S .;Li4�•l4, i�I'i�`p,,'s°+ ,s:. - P.xm- -;('^�;'; •-�," r '`".`y', _� '�•^ r.fi��.•• +a_v,''' . ^\': _ = f 1\ _ � �`l1'.. "'VVV - .r!'`^��t.� 'i,> - .r,r"vw,rm:b mvu�ua ,:,? }o�,•,. "v,��4ylry?"�N'"rfa:r3!;::�1•":::K}?''"k'�w',"�';.'£`.5"d�:'lS:S9>:`;�:3:':nr�' 4' 1�rrr,<:'�;ryX.�4Nr,,q`sf3i�J'S:?,y';2v�wgrcwsJ'"li,.��?7k7rS!.nrg!'-q.'"1±itl'r"�yT4S'�;r'�!•ry7k4'viFL^k:5�"£��S.k"Id�eeb;{5%;2';.'a,•W;JvX44,�1m"t:`,rv'�!v":,r.l,...£,,.4°..X__.�..7.£..�.��'.T"Yd...k:Ls�.. N ,moi; ' B9m4: lc BOARD OF SOUTHOLD TOWN TRUSTEES , SOUTHOLD, NEW YORK 1 PERMIT NO. 10382 DATE: MAY 17,2023 ''a ISSUED TO: DIANNE MYERS a _ ; _. PROPERTY ADDRESS: 1705 FLEETWOOD ROAD.CUTCHOGUE to _�� a .r<< r -+ s SCTM#1000-137-4-36 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in st accordance with the Resolution of the Board of Trustees adopted at the meeting held on May 17, 2023, and in •' q , consideration of application fee in the sum of$250.00 paid by Dianne Myers and subject to the Terms and ; Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the w ,5: -6 s A .b,h y following: `'- Wetland Permit to demolish existing one-story dwelling with existing 1,224sq.ft.foundation to x; e b remain; construct new one-story,single family dwelling on existing foundation with a 12'x14'9" ,; _~ �• b one-story addition onto the north west corner and a 175sq.ft. one-story addition to the west for A a 1,416sq.ft. total new dwelling; construct a 319sq.ft.seaward side deck; construct a+/-49x694" ✓ddd `'• basement emergency access area; and for the existing+/-4'x4' outdoor shower;with the Y condition of the removal of the non-functioning shed in the wetland area; establish and ? ;. ve perpetually maintain anon-disturbance area seaward of top of bank; and a 15 non-turf buffer 4 , -�` landward of top of bank; installation of an Innovative Alternative OWTS system; and as "lrdepicted on the revised site plan prepared by Robert J. Gruber,Architect,received on June 12, '';,' t -„ , 2023,and stamped approved on June 12,2023. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and A'�> these presents to be subscribed by a majority of the said Board as of the day and year first above written. %UfFO(4r A OHO CO t•' �. � 0 4 �'6''L•' AW s+` Y- o:•�i- 3' 'ti dzu3.a'iKin`IX'Ai.`PYS.`vasia:,x7`.±3i,St�i5a,5S1'�`n.a;�t%.5.uS��,Y:txG,cws�S;oh�xC'ieu:55:n2�A.��>aafliu Y,n'S'r.SnJT`l' �,� a Tisfi:ri`'ick3.u�,r'.��[c3Aiaer 2ti3xu:7:�u1xn�..k�tiSrninl:°Ci:elr�t�,:iia..�tfirftuer"•aiasn�3Sw:}acaaY,ntn� _ .3 .� - - _ _ �" _o 1,�,• �'� t.. i :'�,,,. c .a;4 q•.. _ °.c'e. ..,A�. 4 - �• l�a." - '•iEa 4 '�." - d �°ed",r,. - F5 w4d d1 1 6a'o;.• °^!.wdd ,"e^' rg ..,.d }aa?=.r t.� .sF a U��a:...�;, .., ,,}.�,+,. �'^' .c$?t .:..d ".:;� "s•SA!_..em,e. ..ars �,{.3. TERMS AND CONDITIONS The Permittee Dianne Myers residing at 1705 Fleetwood Road Cutchogue, 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 ®c S®6'/f� Town Hall Annex ® 54375 Route 25 A.Nicholas Krupski,Vice President a® I® P.O.Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly cis Telephone(631) 765-1892 Elizabeth Peeples � Fax(631) 765-6641 Mum BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 12, 2023 Anthony Sannino 7490 Alvahs Lane Cutchogue, NY 11935 RE: DIANNE MYERS 1705 FLEETWOOD ROAD, CUTCHOGUE SCTM# 1000-137-4-36 Dear Mr. Sannino: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, May 17, 2023 regarding the above matter: WHEREAS, Anthony Sannino, on behalf of DIANNE MYERS 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 March 24, 2023, 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 May'17, 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, 1 !i 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 DIANNE MYERS to demolish existing one-story dwelling with existing 1,224sq.ft. foundation to remain; construct new one-story, single family dwelling on existing foundation with a 12'x14'9" one-story addition onto the north west corner and a 175sq.ft. one-story addition to the west for a 1,416sq.ft. total new dwelling; construct a 319sq.ft. seaward side deck; construct a +/-4'x6'4" basement emergency access area; and for the existing +/-4'x4' outdoor shower; with the condition of the removal of the non-functioning shed in the wetland area; establish and perpetually maintain a non-disturbance area seaward of top of bank; and a 15' non-turf buffer,landward of top of bank; installation of an Innovative Alternative OWTS system; and as depicted on the revised site plan prepared by Robert J. Gruber, Architect, received on June 12, 2023, and stamped approved on June 12, 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: $50.00 V truly yours, m JJ Glenn Goldsmith President, Board of Trustees GG/dd (NEW) 245# ASPHALT SHINGLES I 15# FELT PAPER 1-3/4"X 11-7/8" LVL RIDGE 1/2" PLYWOOD SHEATHING 245# ASPHALT SHINGLES 2"x10" R.R. © 16" O.C. I 15# FELT PAPER 1/2" PLYWOOD SHEATHING R-38 INSUL. 2"x6" R.R. © 16" O.C. S 4'02'40" E 25.00' _ X35' ;UN 85'57'20" E 7 12 8 � 39.50' � 2"X 8" WD. RIDGE 2"X 6" .J. 16" O.C. FroNE: uR6 0 0.4 �" SECTION 137-BLOCK 4-TAX LOT 35 U N/F PAUL & MARGARET POSTER HURRICANE CLIPS 13Ri GARAGE LIBER 12978-PAGE 48 @ EA. RAFTER Wd Y GARAGE I FIRST FLOOR-35.7' , PROPOSED VENT 2" _ MIN W/ (2) 2"X 8" GIRDER — — — —R=38 INSUL.— _ _ _ _ _ _ R-30 INSUL CHARCOAL FILTER MIN. 3' 203.6' I /� 5' FROM D0Q 00I- t-M. ' 11N 85°57' 0 E I/A VENT REMaNs of sTEPs "�j - l - 21 0' ( ) - - - - - - - - - - - - - - - -N$aE WALK coNc R wALL �' - 'N — o � I 2 2"X 8" GIRDERz OQ `�`�' CRASS I L � �'`� SVAR .5 fZEATME T G \ AIL NEW 37• W fV UNI PRES URIZED X100 \ O KOI - cI Fa_. p1 VINYL CLAPBD. SIDING pp O POND - c L L_ xIST1NG s c.�- 1/2" GYP. BD. - 00 SE TIC TA K I I TO BE E OVED I�-� n TYVEK BUILDING WRAP EXT'G WALL o �I X c SS -y� - _ � \ L_ /\ 1 1 2 PLYWD. SHEATHING 2 YP. BD. \� - \ _ (�j� J �� O M M / HEATH NG y/PROPOSED -- jV \ Io( STRUCTURE ' , \ r. SroNE ROOFED 1 - 2"X 4 STUDS ©16 O.C. c� TO REMAIN PROPOSED - OVER PORCH IC.O REA _ m ; nD R-15 INSUL. �Q L CHIN OOL p 178 S.F ,--. 104.5' 1 ' -� WD PILE (TYP.) n \ O \ p 1-STORY y/ NA METER n ADDITION PROPOSE _ __PROP SED_____ Q N Z \ N 50 z > GRASS D 12'x2 .75' z w to m o IAP ,p P. I F / PANEL �. I ' o Z \ 1 1/2 STORY DECK AREA AA\�� STI T� ' w "0 q HOSE BIB o o - - \ Hos BIB. ti� wD FRAME 11' ,970 Q. T. ►- �4 I I _ m - - - F s FIRST FLOOR 33.0' zi z - I - NEW 2"x10" F.J. © 16" O.C. EXT'G 2"x10" F.J. 16" O.C. O I BASEMENT FLOOR=24.6' OR O CD I GR RICK PLANTER z z �' fTl 458 CRE I I o / o0 R-30 I SUL. O 4.6' ICK S J I I- z N PILE n O -- - N GRAS _� _� 9 M INEW )ERVI E GAS M - N N ' 15 z ELL / CRAWL SPACE MAILS o- - - ------- N N / / rn 14" DIA d o I ( AfJD � GRA N g�A�A 1�l ON W �, o� 00 2" PIPE OUND � - cin � P. C. PIER EXPANDED / rn BATH WATER LINE N N ° ;� -��. �s 2 0 N RTH " PIP - 4" P. CONC. ATn RE CE STOCKADE FENCE N - WIRE FENCE — _ v (2) 2X6 ACQ SILL PLATE SLAB "�� 1. 4' W/ 5/8" DIA. ANCHOR BOLTS® 32" O.C. S 85°58'20" W o _� , o sTocICADE FENCE tel\ NEW EXT'G SECTION 110-BLOCK 6-TAX LOT 14 �}� \ \ 8" P. CONC. 8" CONC. BLOCK - N/F MARY SCHWARTZ (REVOCABLE GRANTOR TRUST /\ FOUNDATION WALL . FOUNDATION WALL - C - LIBER 13134-PAGE 921 ON 16"X8" DP ON P. CONC. FOOTING P. CONC. FOOTING i v, SECTION "A - A" I Io o o SCALE: 1/4" = 1'-0" � (NEW) I (2) 1-3/4"X 14" LVL RIDGE 245# ASPHALT SHINGLES 15# FELT PAPER 1/2" PLYWOOD SHEATHING 2"x10" R.R. © 16" O.C. 12 2"X 6" C.J. @ 16" O.C. EAST ROAD PLOT PLAN R-38 'INSUL. I In 1/2" GYP. BD. SCALE: 1 " = 20'-0" 2" GY BD. 00 EXT'G WALL STRUCTURE I EXT'G 00 TO REMAIN LIVING ROOM EXT'G 2"x10" r.J. ® 16" O.C. EXT'G 2"x10" F.J. @ 16" O.C. 4' VTR. R-30 INSUL. 2" R-13 INSUL. NEW MECHANICAL CO APPROVED BY VINYL CLAPBD. SIDING BEDROOM ROOM EXT'G r 2„ 1 1/2" 1 1/2" 15# FELT PAPER (2) 2X6 ACQ SILL PLATE #3 „ (.)ASD �� IU.�TFFS 8 CONC. BLOCK 1/2PLYWD. SHEATHING W/ 5/8" DIA. ANCHOR BOLTS® 32" O.C. 4 P. CONC. FOUNDATION W LL TOWN OF SOUTHOLD TINCT NEW NEW NEW NEW 2"X 4" STUDS © 16" O.0 SLAB ON P. CONC. F W.C. LAV. LAV. W.C. DATE WASHER NEW 3' HIGH RAILING SHWR --� 1ST FLOOR 1 1/2" 1 1/2" 5/4" ACQ DECKING SECTION "B - B" _ --� -- - 2"X8" ACQ D.J. 16" O.C. 3/4" SUBFI_OOR HURRICANE CLIPS 4 1 -0 " : 1 = 4 @ EA. RAFTER SCALE / (2)2"XO" AC GIRDER 2"Xe" ACQ WD. LEDGER R-30 INSUL. - fit' I`~ Q I�- ,M I, W/ 5/8" DIA. LAG BOLTS SIMPSON STAGGERED 24" O.C. PC44 POST CAP PER SECTION R507 M1 1 2 I BUILDING 2" Ill 1/2" 4"X4" ACQ POST --� -- 4" E X T Gp 're,nt .n t 8" CONC. BLOCK ins EXTG EXT'G FOUNDATION WALL W.C. LAV. E TG INTERIOR & EXTERIOR ALTERATIONS FOR SF WR 4" F 1 1/2" SIMPSON 1705 FLEETWOOD RD. MYER RESIDENCE CUTCHOGUE, NY Tr F PB44 POST BASE ► SCALE: AS NOTED APPROVED BY: DRAWN BY: J. TURNER 4O DATE: 12-11-20 REVISED BY : TO EXISTING 4" » SANITARY SYSTEM 14 DIA � #, 4' H. TRAP P. C. PIER Robert J. Gruber — Architec PLUMBING RISER (SANITARY WASTE) SECTION "C" 2410 N Ocean Ave Suite 300, Farmingville, NY 11738 ��or Email: rjgruberra©aol.com (631 ) 654-4949 SCALE: 1/4" = 1'-0" WING NUMBER: FLOOR PLAN 4 OF 5 dos: # 21—019 ��g11FFOC��D Glenn Goldsmith, President Town Trustees A Nicholas Krupski, Vice-President y z 54375 Route 25 Eric Sepenoskio ^* P.O. Box 1179 Liz Gillooly 'jfj ao�� Southold, NY 11971 Elizabeth Peeples '�` Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: DIANNE MYERS c/o ANTHONY SANNINO Please be advised that your application dated March 24, 2023 has been reviewed by this Board at the regular meeting of May 17, 2023 and your application has been approved pending the completion of the following items checked off below. XX Revised Plans for proposed project— SILT FENCE Inspection Fee ($50.00) 1 st 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 .Ib. BY: Glenn Goldsmith, President a0� Board of Trustees a � 25.00' N 85'57'20" E C ! ro SECTION 13—/7---BLOCK 4 — 1 FAX LOT zv � I N/F PALL. LIC MARGARET" POSTER i LIBER 12978—PAGE 48 � N rQST FLOOR-=r Lo 40 203.6' C ).,} l \ 1 cS, � ..Cil(jt1 13; \ _K3 it \ 11521-RA PRpPC:�t_: G 187 m �„ `. � � A � � 1 1 � � A i � �� R00 ED \ - 1 I y 1 C I \ , 104 510 y i m - 40, 10 �. w - er P i l rn 00 ✓ �, , ' r is � II S7�CKADE FENCE -- SECTION '11 '0-- BLOCK: r; / / / r N/F M ,,, AF.Y WAR Z RrVOC,ABI LIBI R 1X1,54— PAGE ,+ ' K. l A +� I , EAST' . ` PLOT PLAN SCALE: ,, - 'U, o„ Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Wednesday, May 10, 2023 9:47 AM To: 'stylecontracting89@gmail.com' Cc: DiSalvo, Diane Subject: Myers; SCTM# 1000-137-4-36 application Good Morning Mr.Sannino, Regarding the application referenced above,the Board of Trustees performed their field inspections yesterday and found that the proposed project was not staked out. The Board asked that I contact you to let you know that in order for the application to be heard at the May 171h public hearings the proposed project must be staked out by this Friday morning in order to give the Board time to re-inspect. Unfortunately if the proposed cannot be staked out in time the application will have to be postponed from the May 17th meeting. Please contact the Trustees office once the staking is complete so that the re-inspection can be performed. The Board also requested a site plan and/or aerial depicting the pier line. The pier line is a line drawn between the immediately adjacent existing permitted principal dwelling structures on either side of the proposed structure. You can use a google map aerial or you can ask the architect to create one. Please submit two copies of this plan to the Board of Trustees office by Monday for their work session. The Board is also requesting that a 15' non-turf buffer along the landward edge of the wetlands be depicted and proposed on two sets of revised plans. Please submit the revised plans to the Board of Trustees office by Monday for their work session. Lastly, please remember to drop off the Proof of Mailing form and the certified return receipts to the Office of the Board of Trustees by Monday in order to be heard on May 17th. Depending on when you posted the property depends on when you will hand in the Affidavit of Posting. If you just posted the property yesterday, please complete the form and either deliver the form by 12:OOPM Wednesday, May 17th or email a copy of the form to me and hand me the original during your public hearing on the 17th. If by chance your application is postponed,the office still needs the original documents in order to prove noticing had been performed so that you do not have to notice when the application is re- scheduled. If you have any questions, please do not hesitate to contact this office. Sincerely, Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.gov a Glenn Goldsmith,President r; s%SFFOTown Hall Annex A.Nicholas Krupski,Vice President ' ', 54375 Route 25 Eric Sepenoski , P.O.Box 1179 w Liz Gillooly .,� Southold,NY 11971 Elizabeth Peeples ' � Telephone(631)765-1892 p Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 5b 23 Completed in field by: k Anthony Sannino on behalf of DIANNE MYERS requests a Wetland Permit to demolish existing one-story dwelling with existing 1,224sq.ft. foundation to remain; construct new one-story, single family dwelling on existing foundation with a 12'x14'9" one-story addition onto the north west corner and a 175sq.ft. one-story addition to the west for a 1,416sq.ft. total new dwelling; construct a 319sq.ft. seaward side deck; construct a +/- 4'x6'4" basement emergency access area; and for the existing +/-4'x4' outdoor shower. Located: 1705 Fleetwood Road, Cutchogue. SCTM# 1000-137-4-36 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 Hearin card posted onproperty: Yes No Not Applicable 9 p Info needed/Modifications/Conditions/Etc.: A1,9 ea�, N 71D . Present Were: G. G�o Idsmith �N,.T Krl kl. E S epenoski 1 L. Gillooly E. Peeples I NOTES 0 15 30 45 1.FIELD WORK WAS CONDUCTED NOVEMBER,2022 BY ISLANDWIDE ENGINEERING&LAND SURVEYING DPC AND ALL MEASUREMENTS WERE TAKEN ON THE GROUND. METERS 2.PROPERTY LINES ARE BASED UPON DEED FILED WITH THE SUFFOLK COUNTY CLERK IN LIBER 11621—PAGE 187&CUENT PROVIDED SURVEY. FEET 3.UNDERGROUND UTILITY LINES ARE NOT SHOWN.PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CALL'DIG SAFELY NEW YORK"AT 811 AND HAVE ALL UTILITY LOCATIONS MARKED ON THE GROUND. 0 30 60 90 120 4.ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988(NAVD 88)AS COMPUTED FROM GPS OBSERVATIONS CONDUCTED BY ISLANDWIDE ENGINEERING&LAND r SURVEYING DPC. T�r1 GRAPHIC SCALE 1" = 30 0 5.SUFFOLK COUNTY TAX MAP DESIGNATION: DISTRICT 1000—SECTION 137.00—BLOCK 54.00—TAX LOT 038.000. B.BUILDING TIES SHOWN REFER TO THE SIDING OF THE STRUCTURE AND ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY.THEY SHOULD NOT BE USED TO SET FENCES,WALLS, PROPERTY CORNERS,ETC. 7.Unauthorized alteration or addition to this survey Ie a violation of section 7209, subdivision 2,of the New York State Education Law.Caples of this survey map not bearing the land surveyor's inked or embossed seal shall not be cansldered to be o valid SPY• n S 4'02'40" E (f 25.00' 4 35 N 85'57'20" E E 39.50' 7 ` MAR 2 4 2023 nj6_� FLONEj o SECTION 137—BLOCK 4—TAX LOT 35 �''- GARnLE N/F PAUL & MARGARET POSTER i —.. I RSTFLOOR 38.7 LIBER 12978—PAGE 48 203.6' I k N 85'57 0" E REMAINS OF STEPS I STONE WALK CONC WALL \ �'0 w. l\ I GR 55 ? �. T All. = KDI o 4 °'' `0. �EC ON 137 BL 4—TA LO 36 N " - p'n \ d� POND l� o N�F T`GRI EL a=` Gf ss �`�ny(�� LIBE 1167AGE 87 j11 I\ �\ \\ �`65QQSTptI"E WM`c� N N N� BRICK ONC 1 \ O I ^ M 4 0CR 1 ` D \ z m cRass 116. — m WD PILE(TYP.)\ n 0 `b a L/ ATE METER BRICK \ \ N I z LM' C PATIO s I I I � � o ^ � m O 0 I E F p1705 1 1 AREA�97� ve HOSE BIB 0 o Z DPPE 1 1/2 STORY z � 1�(HOS BIB" / WD FRAME 1SQ. F — M Q' FIRST FLDOR�33.0' Z v I lac PLANTER BASEMENT FLDOR_24.6' R I 1 I M- m - 0 GRA .458 AC S� I I a I O I I ICK 5 € .1 C / PILE 74.6' 0 0 CRA r� N 7GAR ❑ N N_ N \ � � � rn AILS ) � 33, N m o - N P OR Z�0N RTH PIPRE CE STOCKADE N WIRE FENLE v fx S 85'58'20" W O S70CKADE FENCE O AV SECTION 110—BLOCK 6—TAX LOT 14 N/F MARY SCHWARTZ IREVOCABLE GRANTOR TRUST LIBER 13134—PAGE 921 r� I I to 0 l v OF NEW ENGINEERING & J�P NE/o O,p ISLAllTDWIDEI LAND SURV YING CIVIL ENGINEERING-SITE PLANNING-SURVEYING EAST ROAD751 COATES AVE,SUITE 22 1/0 0501'\C' , HOLBROOK,NY 11741 tisFD l AND S� TELE:(631)-820-0296 DATE: TOPOGRAPHIC/BOUNDARY SURVEY SHEET NO. NOVEMBER 19,2022 1 OF 1 SECTION 137-BLOCK 4-TAX LOT 36 PROD.NO. JOHN GERD HEIDECKER N.Y. STATE LAND SURVEYOR LIC. # 050719 DRAWN #1705 FLEETWOOD ROAD 22036 CHK BY:J.H. TOWN OF SOUTHOLD CAD FILE: SCALE:1"=30' SUFFOLK COUNTY NEWYORK �Z038FP OWG GENERAL NOTES: Table 3.1 Mailing Schedule Table 3.9A Rafter/Ceffin 9 Joist Heel Joint Connection Requirements HEADER ANCHORAGE DETAIL RAFTER TO RIDGE DETAIL ( INSTALL ® 16" ON CENTER ) (Prescriptive AftematNe to Table 3.9) 1. ALL MATERIALS, ASSEMBLES, CONSTRUCTION AND EQUIPMENT SHALL CONFORM TO THE 2020 NEW YORK STATE NuanbnNaier of Numbest RESIDENTIAL BUILDING CODE FOR ONE AND TWO FAMILY DWELLINGS. �^t�'Pt'°^ CanMlOArta3s 110.W,111 PlaaSpaarsg RoofLihreLaad _ Graunsl5rrrnvl-coil _ BEAM AND RIDGE NOTE: BEAM AND 2. WORKMANSHIP SHALL CONFIRM TO GENERALLY ACCEPTED GOOD PRACTICE IN THE APPLICABLE TRADES. R170FtIRAfdrNG 20 psi 30psf 50psf 7ppsf STRAP �" 16" MIN. USE EACH PSON"RAFTER C 6" COIL STRAP .�-STRAP 3. ALL DIMENSIONS SHALL BE CHECKED IN FIELD BY CONTRACTOR PRIOR TO ORDERING MATERIALS OR COMMENCING Rafterto Top Plate(Toe-rrailedl tseeTable 3AA1 (see Table SAA) perrafber Real Span(H) T EACH RAFTER 16" O.C. SEE 16" MIN. CeihngfaasitbTapPlate[Tae-nailed) {see Table I") (seeTWe3.4.4) perjauC TABLE 6A FOR CONNECTION 12 24 3E 12 24 36 12 24 36 12 24 3fi �' ° REQUIREMENTS ° CONSTRUCTION FIELD VERIFIED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALING, NOTIFY ARCHITECT OF Ceiling foist toPa.arletRafter(F«e-Wooed} {see7strk3s4s (sea 7a5re39A} ead�ap �� CONFLICTS. Ceding foist taps over Partitions(Fate-na3ed) (see Table 31A) (see Table 39,11 ead+lap Rafter ° t tdtar TK to Balmer(Faoe�raBed� (see Table 3.6) (see Table 3-M pertie ' �oPe Required Number of It d Corrrrton ar 40d Box Nails per Heel faint Conrhe,etiorw*.t..s.4s �6 0 CO ° o 4. ALL CONCRETE SHALL BE MINIMUM Fc= 3,000 PSI STRENGTH AT 28 DAY TEST. Spacing(fn} clocking to Rafter(Toe-bw" 2-8d 2-10d each end '• ° (NOTE ALL EXTERIOR CONCRETE STEPS AND GARAGE SLABS SHALL BE MINIMUM Fc= 3,500 PSI STRENGTH AT 28 DAY TEST.) Rim Board toRafter(Eda ledl 2-166 3-164 each erw 12 3 5 Pr 3 6 9 5 9 13 6 12 17 ° °0 _- --- - -._WNU_- _.... 3 16 4 7 1C 4 8 12 6 12 17 8 Is 23 LSTA21 0 ° ° o � o RIDGE NOTE: 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF 3,000 L.B. PER S.F. Top Plate to Top Plate Face-naledi 2-16d 2-16d' perfoot 19.2 4 8 U 5 10 14 7 14 21 9 28 27 LSTA21 0 ° o AT CATHEDRAL CEILING USE Tap Ptatesatintersectwns IFa°e-miedl 6266 55-115d jontz-exhsue 24 5 10 15 6 12 18 9 17 2fi 12 23 34 0 ° °0 "SIMPSON" LSSU210 HANGER ® ° 6. ALL PLUMBING SHALL BE IN ACCORDANCE WITH 2020 NEW YORK STATE RESIDENTIAL BUILDING CODE. AND LOCAL CODES StudtoStud(Farmaaed) 2-15d 2-16d 24'o.c. 1z 3 4 6 3 S 7 4 7 10 5 9 13 Header toKrader(Face-Awled) 16d 16d 16`a.Lalong edges 0 EACH RAFTER 16" O.C. SEE 16 3 5 8 3 6 9 5 9 13 6 22 17 TABLE 6A FOR CONNECTION 7. ELECTRICAL SHALL BE IN ACCORDANCE WITH N.E.S. AND CERTIFIED BY N.Y.S. BOARD OF FIRE UNDERWRITERS. TopwBottom PlatetbStud(End-nailed) tseeTable 5_5A) (see Table 3-SAI per stud 4:12 REQUIREMENTS 19.2 3 6 9 4 7 ii 6 11 16 7 14 21 8• ALL LUMBER SHALL BE DOUGLAS/FIR No. 2 OR BETTER, MIN. Fb=875 P.S.I. UNLESS OTHERWISE NOTED. Bottom Plate t "oorjdsa,l¢an4o.1%4Endjoist 2-160'-' 216dti' PC's 24 4 8 11 5 9 13 7 13 19 9 17 25 ° 9• ALL STRUCTURAL HEADERS TO BE (2) 2"x6" UNLESS OTHERWISE NOTED. orModnng(Face-nailed) 12 3 3 5 3 4 6 3 6 B 4 7 11 ° RAFTER TO WALL DETAIL ( INSTALL ® 16" ON CENTER ) 10. ALL FRAMING SHALL BE DOUBLED UNDER PARTITIONS, POSTS AND AROUND ALL OPENINGS. ttoCmFTmatiitrtc 16 3 4 6 3: 5 7 4 7 11 5 9 14 f°bt m Silt,Tap Plata w Girder(Toe-nea3ad} s-Sd 4-10d Perio+t 19.2 3 5 7 3 6 9 5 9 13 6 11 17 ° 11. ALL HVAC EQUIPMENT SHALL MEET REQUIREMENTS OF THE 2020 NEW YORK STATE RESIDENTIAL ENERGY aradgvtgtoktht(Toe-srailedl 2-ad 2lOd eachrnd -_P CONSERVATION CODE REQUIREMENTS. alaclCmgtalabt(roe-need) Z_9d 2-UM each end 24 3 1 6 9 1 4 7 11 6 1 11 16 1 7 14 21 clucking to SM or Top Aare(Foe-sited} 3.16d 4-264 em:h btoct 12 3 3 4 3 3 4 3 4 6 3 5 8 12. HABITABLE SPACE MUST MEET EGRESS REQUIREMENTS PER INTERNATIONAL RESIDENTIAL BUILDING CODE SECTION tedOcStriptoSeam,(Foce-naRed) 1-16d 4-L6d eachjoist SINGLE STRAP APPLICATION R310.2.1 MIN. 5 S.F. OPENING ON FIRST FLOOR WITH 20" MIN. WIDTH AND 24" MIN. HEIGHT, 5.7 S.F. ON THE 2nd fa6tonLed to Seem oe•nvile 3-Sd 3-tod 15 3 3 5 3 4 5 .3 5 8 4 7 10 Ser (T � perlo'ux 7:12 (MULTIPLES MAY BE USED) FLOOR, AND HAVE A SILL HEIGHT NOT MORE THAN 44 INCHES ABOVE FINISHED FLOOR. Bend Joist to Jobe(End-+mittd) 3.166 4-lSd pe,fo:st 19.2 3 4 5 3 4 16 3 6 s 4 8 12 o TOP PLATE TO STUD alandtoidtoSMorTopPlatefFoe-t,l d] 2-i6dx 3-154 pCroa 24 3 5 7 3 5 8 4 a 11 5 10 1s °° USE "SIMPSON" H10S TIE 13. WINDOWS AND DOORS SHALL BE WEATHER STRIPPED AND CAULKED. Roorst"THIMG. ]2 3 3 3 3 3 3 3 3 5 3 4 6 0°°°° USE "SIMPSON" W/(8) 8d COMMON 14. USE SAFETY GLASS ON ALL WINDOWS IN TUB OR SHOWER ENCLOSURES WITH SILL HEIGHT LESS THAN 60" ABOVE FINISH wood structural Panels ad Tod (seaTab1e3.113) 9.12 16 3 3 4 3 3 4 3 4 6 3 5 B LBPS 5/8" BEARING NAILS ® EACH RAFTER, FLOOR AS PER 2020 NEW YORK STATE RESIDENTIAL BUILDING CODE SECTION R-308 & R-308.4.5. Diarona 5~4SheatbLy 192 3 3 4 3 4 5 3 5 7 3 6 4 °° 15. GLAZING SHALL CONFORM TO 2020 NEW YORK STATE RESIDENTIAL BUILDING CODE SECTION R-308. 1"16`orrxr 2-Bd Mad persut'�t s+' PLATES AT EACH °°° TOP PLATES &STUDS 1"110'urwider 30d 3lOd persuppot 24 3� 4 5 33 4 6 .3 6 9 4 a 12 ANCHOR BOLT. o°° ttTtAiGSHEATFBl9G IZ 3 3 3 3 3 3 3 3 4 3 3 5 y.{ °°o CLIMATIC &GEOGRAPHICAL DESIGN CRITERIA- NEW YORK STATE RESIDENTIAL BUILDING CODE TABLE R301.20) 6ypsumwattboard 5dcoolvs 5deooxrs 7"edge110'fetd 3?113 16 3 3 3 3 3 3 3 3 5 3 4 6 �: p2011P1D i WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD w+au�lFA7Hrlrs 19.2 3 3 3 .3 3 4 3 4 6 3 5 7, 18 GAGE 1 1/4''24" MI ,fi';. ( INSTALL ® 16" ON CENTER ) 24 3 3 4 3 3 5 3 5 7 3 6 9 STRAP TO TIE DOWN STUD TO +t' DESIGN UNDERLAY- FLOOD AIR wood Structural Panels Rd Tad (reeTabte5,11) SNOW SPEED d TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROST UNE TEMP. f MENT HAZARDS h FREEZING St vctrrah Ftxrboan!Panels 1 Heel joint connections are not required wfters the ridge a supported by a loatfbearing well,fseader or ridge beam dess;ned to SILL PLATE TO FOUNDATION. ;:;► LOAD (mph) EFFECTS k REGION (1) DEBRIS ZONE m CATEGORY g WEATHERING a DEPTH b TERMITE c REQUIRED INDEX 1 > - 11ga-sale-roo6ngnaia - 3•edgejlrfiee res-stthe applied loads- STUD TO SILL PLATE a@ SLAB DETAIL 30 P.S.F. 130 M.P.H YES 1,500 OR LESS B SEVERE 3'-0" MODERATE 11 REQUIRED N/A 599 ro.120'11-1J2'fortg x 711V head) 2 When intermedate arpportof the rafter is p�ded by vertical shims or purrins tea loadbearing wall,the tabulated beet joint TO HEAVY 25/32" uga-g''"-,�ngaa4 3+ad�e'6-tet' `t>n,>e��„�t'rA"e,t'entssf�'f be permitted to be reduced preFartion3'�rto"le red`xti°r'in apart. FLOOR JOIST BRIDGING 10.12(-x2-314-long a ata'head) 3 Equivalent connections are required for ceAme joist to ceiling joist tap splices. FOR SI: 1 POUND PER SQUARE FOOT 0.0479 kPa, 1 MILE PER HOUR - 0.447 M/S +GlIpsurs Wanboartl Sdomiers 5d coolers 7"edEe ri0"F.eld 4 a. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL TabuPated heel joint connection requirements do not indlude the additionat weight of the cei:ing assembly_ REQUIREMENTS OF THIS CODE. THE WEATHERING COLUMN SHALL BE FILLED IN WITH THE WEATHERING INDEX, "NEGLIGIBLE," "MODERATE" OR Hardboard Bd Ild tweTabre311) "SEVERE" FOR CONCRETE AS DETERMINED FROM FIGURE R301.2(3). THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM C 34, PatticheboardPanels ge td (seemanelacurerj 5 Tabu�edheel joint can nec6onrequirementsassumeceiling joists orrafterties are located atthe bottomofthe anicspace. USE "SIMPSON" Use every other nail hole in a row t0 C 55, C 62, C 73, C 90, C 129, C 145, C 216 OR C 652. Diagonal BoardMenthig when celf'ngj°'stsorrafterties ar�'°�t�',;�f'�"t"'ea<t"spate n°"�3tbragelsd,and the'�'ratedheel joint CS18 1 1/4%18 GAGE provide the code-required minimum b. THE FROST UNE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE R403.1(1). THE JURISDICTION SHALL FILL IN THE FROST 2"16'or1'Ar 2.0d 2-10d persuppart carnierri°nrcgti�remcntsshalthelnaeasedbythefdlowingfadars Z center-to-center spacing for nails LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH GRADE. i"110'waider 31 ad 3itAd persapport acto gf{eightfTop GALV. COIL STRAP P 9 C. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE TO INCICATE THE NEED FOR PROTECTION DEPENDING ON WHETHER THERE HAS BEEN HeelWntCeruwction A HISTORY OF LOCAL SUBTERRANEAN TERMITE DAMAGE. FLOORSHEATHING Plate-to-RooffCtdge w/ (4)-10d 1/2" _ Ad)USVnctK Fat#urs d. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPEED MAP [FIGURE R301.2(4)AI WIND Wood 5wcorarPanels Height{H J NAILS @ EACH END EXPOSURE CATEGORY SHALL BE DETERMINED ON A SITE-SPECIFIC BASIS IN ACCORDANCE WITH SECTION R30L.2.1.4. t"or less Rd 10d 6-"SJlYfeld "f CONCRETE SLAB e. THE OUTDOOR DESIGN DRY-BULB TEMPERATURE SHALL BE SELECTED FROM THE COLUMNS OF 97-1/2 PERCENT VALUES FOR WINTER FROM greater Own i" lad 16d Vedge112•faeld T T-+a i/2 2.00 OF STRAP 16" O.C. APPENDIX D OF THE INTERNATIONAL PLUMBING CODE. DEVIATIONS FROM THE APPENDIX D TEMPERATURES SHALL BE PERMITTED TO REFLECT DiagonalB ardSheatbingl 113 1.50 "SIMPSON"LOCAL CLIMATES OR LOCAL WEATHER EXPERIENCE AS DETERMINED BY THE BUILDING OFFICIAL. r16"ori'a6' 2-U 2-14d perrjpport 114 1.33 USE SIMPSON f. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM SEC11ON R301.2.2.1. 1-11D-orwider 3-6d 3-10d persupport 115 125 n to rr g. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH (A) THE DATE OF THE JURISDICTIONS ENTRY INTO THE NATIONAL FLOOD 3 X3 LBPS 5/8 INSURANCE PROGRAM (DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREAS), (B) THE DATE(S) rltilirgrvquiremertswebosed'onwaDahe2thingna+Sed&incheson�nteratthepanel edge.Alternative mitin;%dwdulesshall 116 1.20 "SIMPSON" TYPICAL NC BEARING PLATES OF THE FLOOD INSURANCE STUDY AND (C) THE PANEL NUMBERS AND DATES OF THE CURRENTLY EFFECTIVE FIRMS AND FBFMS OR OTHER be used veherewall sheathingnamrirgisreduoetLfor eaarrpde.Bwalt heatismgisnaBed3inrfiesomceaterarthepaneledgesa 1110 111 INSTALLATION FLOOD HAZARD MAP ADOPTED BY THE AUTHORITY HAVING JURISDICTION, AS AMENDED. obtain.t-Sershercapaotie..naitingreguire.rerrtsrwstn:ttumlmembersdhallbe doubled,of aitenateconnectorshallbe @ EACH 5 8" DIA. h. IN ACCORDANCE WITH SECTIONS R905.1.2, R905.4.3.L, R905.5.3.1, R905.6.3.L, R905.7.3.1 AND R905.8.3.L, WHERE THERE HAS BEEN A used to•naintainthe load path. Note:Lateral deflection of the rafter belowtherafter ties rreyexceed 3/4inch when rafterties are located abonone-th�of FLOOR JOIST HISTORY OF LOCAL DAMAGE FROM THE EFFECTS OF ICE DAMMING, THE JURISDICTION SHALL nLL IN THIS PART OF THE TABLE WITH a When ws€shez ingbcornim,ouswerconnected memasemthe tabulated,rugberofabssh2lbepenn4tedtotereduced to the top platt-to-mofridge height,Ha,'orwhen Rcisgreater than 2feet and may requirea�tionalconsideratioat_ INTALL CROSS BRIDGE MIN. 8'-0" O.C. CONCRETE MINIMUM X 8" DEEP MIN "YES."OTHERWISE, THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH 'NO." 1-16d n' moot 1. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE 100-YEAR RETURN PERIOD AIR FREEZING INDEX (BF-DAYS) FROM FIGURE ANCHOR BOLTS R403.3(2) OR FROM THE 100-YEAR (99 PERCENT) VALUE ON THE NATIONAL CLIMATIC DATA CENTER DATA TABLE "AIR FREEZING INDEX-USA Table 3.4A Rafter and/or Ceiling Joist to Top Plate Latera!and Table 306 Ridge Connection Requirements for WindFC= 3,OOO PSI METHOD (BASE 32 DEG. F)." Shear Connection Requirements EX��Sur� $ Exposure STRENGTH AT 28 SPACED 3'-0" O.C. I THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE MEAN ANNUAL TEMPERATURE FROM THE NATIONAL CLIMATIC DATA CENTER (Dead Roof DECK DETAILS (NOTE USE TRIPLE ZINC CONNECTORS) DATA TABLE "AIR FREEZING INDEX-USA METHOD (BASE 32F)." (PrescrgitiveAftematrvetoTat+tes.4) DAYS AS PER 2001 EDITION k. IN ACCORDANCE WITH SECTION R301.2. 1.5, WHERE THERE IS LOCAL HISTORICAL DATA DOCUMENTING STRUCTURAL DAMAGE TO BUILDINGS DUE Windspeed ittl 115 t2o i3D too iso 160 170 180 195 �P�ER0- OF WFCM TABLE 3.2A TO TOPOGRAPHIC WIND SPEED-UP EFFECTS, THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "YES." OTHERWISE, THE 701iyr.TNrnd Speed JURISDICTION SHALL INDICATE "NO" IN THIS PART OF THE TABLE. Iib IIS 120 13b' 140 151} 160 i70 iBb 195 Roof Span r RAILING 1. TN ACCORDANCE WITH FIGURE R301.2(4)A, WHERE THERE IS LOCAL HISTORICAL DATA DOCUMENTING UNUSUAL WIND CONDITIONS, THE 3-second gust m h lioafPruh (ftI Required capacity of Ridge Ccionectfon(plIff JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH 'YES" AND IDENTIFY ANY SPECIFIC REQUIREMENTS. OTHERWISE, THE JURISDICTION '+vats 0 • STUD TO SILL PLATE DETAIL ( INSTALL ® 16" ON CENTER ) Rafterll'etTrng Joist Number of 8 d Common Nails or ltld Bost Nails(Toenailed) 0 SHALL INDICATE "NO" S THIS PART OF THE TABLE. ¢(� }.213.4 12 77 91 105 136 169 2'05 243 234 327 397 • a M. IN ACCORDANCE WITH SECTION R301.2.L2.1, THE JURISDICTION SHALL INDICATE THE WIND-BORNE DEBRIS WIND ZONE S. OTHERWISE, THE Spacing(in) Required inEadrRataerandfar[eifEngloisttnTapPlateConnection ZONE(S). ft. 16 103, 122 till 182 226 274 325 379 436 529 0• • 0 -., _.,__ 8 2 2 2 2 3 3 3 3 3 3 179 ,X152' ,'176 ,z2�: 2G2:< 142 .its ~.c47.5 ` 515 661 • • POST "SIMPSON" 12 USE SIMPSON 10 2 2 2 2 3 3 3 3 3 3 }rte 24 15#' 192 231 27'2 339 !415 `437 SIM B54 793 REFERENCE STANDARD FOR DESIGN OF STRUCTURE a z 2 2 3 3 3 3 3 3 3 2B Tea 212 . . .-246 318 mor, 1r79 56th 6x63 763 !475 '0 CS20 Use every other nail hole in a row to 1) AMERICAN FOREST AND PAPER ASSOCIATION (AF & PA) 2018 EDITION 16 10 2 2 2 3 3 3 3 3 3 4 32 206 243 291 363 452 547 •649 753 973 1057 SDECOVER 1 /4"X2 GAGE z provide the code-required minimum WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS. 24 8 3 3 3 4 5 5 5 5 5 5 36 231 273 316 409 500 626 730 852 982 1190 ..+ , . Simpson Strong-Tie GALV COIL STRAP center-to-center spacing for nails R301.4 DEAD LOAD. THE ACTUAL WEIGHTS OF MATERIALS AND 10 3 3 3 4 5 5 5 5 5 6 12 B5 77 sa Was 139 t6a 199 231 266 321 ?;. "� � DRT8 -77 po DESIGN LOADS: CONSTRUCTION SHALL BE USED FOR DETERMINING DEAD LOAD 1 Pres[riptavelimitsarebasedonassumptlolsitTable3.4- 16 87 102 Ila 250 186 VA 265 3013 3S4 429 .!' ;+•.'•; ' W/ (/)-8d 1/2" �.. = .> Wit. ... , ,a: I°* Simpson Strong-Tie USE "SIMPSON" WITH CONSIDERATION FOR iNE DEAD LOAD OF FIXED SERVICE EQUIPME T. 2 When ceiling jaimare installed paratteltarafters,ttnestnmaf the toettailsinthe rafter and ceiltrgjoistshallequal mexceed 333.. 3tr'' 443 536- Simpson Strong-Tie PC NAILS @EACH END 3"X3" LBPS 5/8" 2t] 109' 129 x17° It38 232 100 FLOOR the tabulated nunAwofnails required- A 24 133 153 176 226 P79 g9B '397 469 .532 66st3 '. " R301.5 LIVE LOAD. THE MINIMUM UNIFORMLY DISTRIBUTED LIVE 219 ,. 153:; 379. 206. -263 025 392 464_ 540 620 75D ABU44 OF STRAP 16 O.C. LIVE LOAD 40 Ib. LOAD SHALL BE AS PROVIDED IN TABLE R301.5. 3 To avid Splitting,no more than 2 taermaits shall irtsEal'ed in each sale of a rafter or cell ngjoL=t when fa tened m a 2x4 - BEARING PLATES DEAD LOAD 10 Ib. top plate or 3 toenails in each side vAlen fastened to a 2xb top plate. 32 174 204 235 341 372 448 530 617 709 857 rr TOTAL LOAD = 50 Ib. TABLE R301.5 4 Where top piate-to-ridgetwightseuceedld',tfheyshattbeadpistedasfollcw. 36 196 230 z64 339 41E SDs SB6 693 797 •J64 Simpson Strong-Tie @EACH 5/8 DIA. MIMIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 12 51 60 69 Ell 109 132 156 18.2 209 253 DBTI X 8" DEEP MIN ROOF (IN POUNDS PER SQUARE FOOT) Wall 1144i& 8' 10' is 6t Be 92 lis 146 176 209 242 i79 337 :r.. .• r.,:�. .F:.�.....,�.-�.-- :".�.. - A ANCHOR BOLTS Top plate to Ridge 20 NS 1ttfF Si 147 282 220 26(1 3rF3 30f9 421 LIVE GROUND SNOW LOAD 45 Ib. USE LO D "eight(ft) Adjusev 512 24 12112 1491 138 177 219 263 312 354 410 Stili `? SPACED 3'-0" O.C. DEAD LOAD 10 Ib. 10• 1_®U I.AO 29 229 ' ,139, 161 11015 255 3aa' 364 42e1 bit ., s9w' AS PER 2001 EDITION WIND LOAD 10 Ib. UNINHABITABLE ATTICS WITHOUT STORAGE b 10 � ,1 ° JOIST CONCRETE MINIMUM OF WFCM TABLE 3.2A 15` 1_is 225 32 136 159 134 236 242 '352 036 485 557 .674 SEISMIC UNINHABITABLE ATTICS WITH LIMITED STORAGE b.g 20 Fc-3 000 PSI HABITABLE ATTICS & ATTICS SERVED WITH FIXED STAIRS 30 20` L40 1-50 36 153 174 207 '265 328 396 463 53.5 627 759 0 - , CATEGORY "C" (EXEMPT BALCONIES EXTERIOR AND DECKS a 40 12 As 55 63 81 99 119 141 164 1218 227 BASED ON RESIDENTIAL CODE (EXTERIOR) STRENGTH AT 28 FIRE ESCAPES ao 16 63 713 is 20E 133 159. 103 218 zsD 302 "TECO" JOIST HANGER OF "NEW YORK STATE" GUARDRAILS AND HANDRAILS d 200 h Table 8.50 Top and$ottonl Plate to Stud Latera!Connections Expo��„u re � gym,.,, ,� ' � � .,�, � �.°.,, � ;„� xrn�* DAYS. SECTION R301.2.2 (SEISMIC GUARDRAILS IN-FILL COMPONENTS f 50 h for Wind Loads `2ri 79 `i2 x05 135 366' x a3s' 273 313 37`2 LEDGER PROVISIONS) PASSENGER VEHICLES GARAGES a 50 o (PrescriptiveAfterrlatNetoTbble3.5) 6�2 24 ss 112 127 162" 399 239 202 327 376 453' " ROOMS OTHER THAN SLEEPING ROOMS 40 .2B 111.'_ 128 1.s lag 232 2: 329 3>� 433 529 SECURE TO STRUCTURE w/ 1/241 LAG BOLTS ® 16 O.C. SLEEPING ROOMS 30 3r2. 127 143 169 215 265 319 376 436 501 605 STAIRS 40 0 700-yr.MfindSpeed 36 143 166 2190 242 2913 358 423 491 5" "It GIRDER CONNECTION TO SHEAR WALL SEGMENT DETAIL Si0 115 120 130 140 150 '160 170 180 195 3-secandgust(mph) 12 49 S5 62 76 94 112 132 133 175 211 N.T.S. PER WFCM FIG. 1.5 & SEC. 3.4.4.2 A. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD APPLIED OVER A PIPE COLUMN (INSTALL ® EACH COLUMN) THIS PROJECT COMPLIES WITH THE 2020 NEW YORK STATE 16 65 73 82 102 125 149 176 204 233 281 20-SQUARE-INCH AREA. Stud ;. .•, ..•� a __ ;,••,...- ._, RESIDENTIAL BUILDING CODE, THE 2020 NEW YORK STATE B. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN JOISTS AND RAFTERS iS NOT Lz as 9z 103 '" izT 159 lax' 2211 z5a 291 3si MIMIMUM SHEAR WALL SEGMENT SIZE MORE THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS Spacing WallHeight(ft) Required Number of1GSCam mon Nails or40dBox Nails per Studio Plate Cannection L ASPECT RATIO: H/L S 3 1/2" RESIDENTIAL MECHANICAL CODE, CHAPTERS 12 THROUGH 24, THE CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, 7:12-12.12 14 110 323 153 187 224 263 . 305 350 421 (mm Y -J . 2020 NEW YORK STATE RESIDENTIAL PLUMBING, CHAPTERS 25 WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WI1N ANY OTHER LIVE 28 114- 329 114 378 220 261 347 356 4oB , •491 LOAD REQUIREMENTS. 13 2 2 2 2 2 2 R 2 2 2 -' Ft WALL HT lH) SEGMENT WIDTH (W) THROUGH 32, THE 2020 NEW YORK STATE RESIDENTIAL C. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 300-POUND 32 130 147 164 201 250 299 351 487 565 562 14 z 2 2 2 z 2 2 2 2 2 8'-1" 2'-4" ELECTRICAL, CHAPTERS 33 THROUGH 42. CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. " „ • _ "„ ,. _ _ 36 247 165 its 229 2ti 336 395 458 525 632 tp 9. 1.1 2'-8" APPLICANT SHALL PROVIDE ENGINEERED WOOD PLACARD ON OR ADJACENT TO D. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. 1:2 2 2 2 # 2 2 2 2 2 2 i' Tabulated connection re E. SEE SECTION R507. 1 FOR DECKS ATTACHED TO EXTERIOR WALLS. quhamems shalt be periWatid to be multiplied b,10.70 for framinG Mat Wiped w hnIi a fsetof building cornars. N a „ 12 1.4 2 2 2 1 2 2 2 2' - 2 3: 10'-t 3'-0 ELECTRICAL METER BOX FOR FIELD INSPECTION. F. GUARD IN COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO 2 7abutated connection requirements are based on tote(uplift m'lewsthe roof assembly dud lead of 6 psi(0.6 x i0 psf-6 psfl_ WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD 16 2- 2 2 2- 2 _ 2 2 2 2 3. NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENT. ... ._ _. ___ -. _-.._ _.. __- i 3 Tabulated connection requirements we based on a 12irrchridge connection spacing,for drfferentridi;econnection spacing,mulripiy RESIDENTIAL STRUCTURES WITH G. UNINHABITABLE ATTICS WITH LIMITED STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN JOISTS AND RAFTERS IS 18 2 2 2 2 2 2 2 2 3 3 �r�l3bedvatuesbytheapprapriatemuttiplierbetaw= TRUSS TYPE CONSTRUCTION, NOT GREATER THAN 42 INCHES, OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS "SIMPSON"CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, 20 2 2 2 2 2 2 2 3 3 3 USE SIMPSON PRE-ENGINEERED WOOD CONSTRUCTION RidgeCont•rectionspacing�n. u 16 19.2 24 48 HDU2 HOLD DOWN WITHIN THE PLANE OF THE TRUSSES. 8 2 2 2 2 2 2 2 2 2 2 = THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS Multiplier 100 133 1.60 200 4_tO0 AND/OR TIMBER CONSTRUCTION BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: 1Q 2 2 2 2 2 2 2 2 2 3 - - 4 For jack rafter uplift connections,use a roof span equal totvrkethe jack rafter length.The jack rafterlength includes thavmrhang WOOD GIRDER ON A 4"x6"xl 4" W^// SST616 ANCHOR BOLT FOR NEW DWELLING AND OR ANY 1. THE AT71C AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH BY 30 INCHES IN LENGTH 12 2 2 / / THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS THAN 30 INCHES. length and the jack span- STEEL BEARING PLATE ON A ADDITION, ALTERATION 2. THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN 2 INCHES VERTICAL TO 12 UNITS IS 1.4 2 2 2, .2.. 2 , 2 2 3 3 3HORIZONTAL 3 1/2" DIAMETER STEEL COLUMN A SIGN OR SYMBOL DESIGNED THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOT(OM CHORDS SHALL BE DESIGNED FOR A UNIFORMLY 1i; 2' 2 2 2 2 2 3 3 3'- . 16 2 2. 2 2; 2 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR TRUSS BOTTOM CHORD MEMBER DEPTH. IN ACCORDANCE WITH TITLE 19 NYCRR PART 1265 3 3 3 4 4 Table 3.10 Roof Sheathing AttaohmentReq uirementsfor l!►rnd ►posu�r�i, SHALL BE AFFIXED ON OR ADJACENT TO ANY H. GLAZINGUSEDITED NC HANDRAIURRENT L ASSEMBLIES SSEMBU ANVE LOAD OF D GUARDS SHALL BELESS THAN 10 UDESIGNED NTH NDS PER A A SAFETY FACTOR OF 4. THE SAFELY RE FOOT. 2U 2 2 2 2 2 3 3 3 4 S Loads F1 ELECTRIC BOX FACTOR SHALL BE APPLIED TO EACH OF THE CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE 8 2 2 2 2 2. 2 2 3 3 3 ATTACHED TO THE EXTERIOR OF THE STRUCTURE LOAD ON THE IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE ANOTHER, AND LOADS 1C Z Z 2 2 2 2 3 3 3 4 ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. 700 yr.Wind Speed 110 115 120 13D 140 150 ISO 170 100 1Ps FOR FIELD INSPECTION -7�1 7--.� _.F <� 1/2" CDX PLYWOOD SHEATHING ��12 •�. 2 .2 4 S. r, 24 i d 2 2, 2 2_ d 3 4 4 4 5, STRUCTt IRAI SHEATHING " ROOF SHEATHING NOTE: 1 2 , x z 3 y ' 1 4 , a 5 E F E F E F E F E F E F E F E F E F E F EXTERIOR w/8d NAILS ® 6 OC. EDGES 12 2 2 2 3 .3 ' 4 4 5 5 6 taaarternrtess & 12" O.C. IN THE FIELD. r Framing Rafterjfruss (CAN USE 10d BOX NAILS AS INTERIOIR ZONE- 16" ON-CENTER RAFTER/ TRUSS SPACING 20 2 2 3 3 4 4 5 5 6 7 sheath)ngtncation Maximurn mail SRacingforadcommon Nails oriodBox Nails findw,oc)z 1/2" GYP BD. INTERIOR w 5d COOLER ALTERNATIVE) I Prescriptive limits are based on wstimptinns in Table 3-5- �Yf SP icing im) NAILS ® 7" 0.C. ® EDGE & 10" 0.C. NAIL SPACING - PANEL EDGE- 8d COMMON ® 6" ON-CENTER 2 Tabulated framing loads and Connection requirements shall bepermhtedtobemultipliiedbya-92 for framing notlowted NAIL SPACING - INTERMEDMIATE SUPPORT - 8d COMMOM ® 12" ON-CENTER within 9feet ofcorners- 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 5 12 6 12 STEEL GIRDER ON A 3/8" STEEL IN THE FIELD. PERIMETER EDGE ZONE- 16" ON-CENTER RAFTER TRUSS SPACING 16 6 12 6 12 6 12 6 12 6 i2 6 12 5 12 6 12 6 12 6 12 MOUNTING PLATE w/(4) 1/2" / fiA9 1.9.2 6 12 6 12 6 12 6 12 6 12 6 12 5 12 6 12 5 sa 6 12 DIAMETER BOLTS ON A 3 1/2- NAIL /2"NAIL SPACING - PANEL EDGE- 8d COMMON o 6" ON-CENTER Table 3r11 WaII Sheathing and Clads ing Attachment interior zone za 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 22 6 .12 DIAMETER STEEL COLUMN NAIL SPACING - INTERMEDMIATE SUPPORT - 8d COMMOM ® 6" ON-CENTER 7� 0)sur 12 6 1z 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 z2 6 iz Requirements for Wind Loads 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 5 12 6 sz 042 19,2 6 12 6 12 6 12 6 12 6 12 6 12 6 32 6 12 6 12 6 12 WALL SHEATHING NOTE: 24 6 12 6 12 6 22 6 12 6 12 6 12 6 12 6 12 6 6 6 6 70O-yr.ttvind Speed 3•secend Brat(mph) 310 125 ti20 330 140 1501 160 170 TW 195 n 6 12 6 12 6 12 6 32 6 12 6 .12 6 12 6 6 6 6 6 6 F 1 (CAN USE 10d BOX NAILS AS INTERIOR ZONE- 16" ON-CENTER STUD SPACING y t6 6 12 6 12 6 12 6 1z 6 12 6 6 6 6 6 6 6 6 6 6 STRUCTIiRALSHEATMNG 19.2 6 12 6 12 6 12 6 12 6 6 6 6 6 S 6 6 6 6 4 4 a ALTERNATIVE) T tl::� r;- NAIL SPACING - PANEL EDGE- 8d COMMON o 6" ON-CENTER E F E F E F E F E # E . F E F E F E F E F perimetefEdge Zone '24 6 12 6 12 6 5 6 6 6 6 6 6 6 6 4 4 A 4 4 4 NAIL SPACING - INTERMEDMIATE SUPPORT - 8d COMMOM o 12" ON-CENTER stitdspacirr� 1z 6 12 6 12 6 12 6 12 6 s 6 6 6 .a 6 6 6 6 6 6 Sheatfnrig Loca6mlt Itrehcs o c IM1aximum Play Spadngfar lid Conrnon Nails or 10d Hex Nat3s find*%o c.ft"s D 42 16 6 12 6 12 6 12 6 6 6 b 6 6 6 ,6 6 5 A 4 4 4 4" EDGE ZONE- 16" ON-CENTER STUD SPACING t9x 6 12 6 6 6 5 6 6 6 6 6 6 4 4 4 4 A 4 3 3 12 6 '12 6 12 6 iz 6 12 £ iz 6 iz 5 1z 6 u 6 12 6 12 24 6 6 6 5 6 B s 6 A 4 A 414 A 4 4 3 3 3 3 USE "SIMPSON" "^ NAIL SPACING - PANEL EDGE- 8d COMMON o 6" ON-CENTER 2 G- Intedorzone is 6 12 6 12 6 12 6 12 6 12 6 12 G 12 6 22 6 12 6 12 HDU2 HOLD DOWN NAIL SPACING - INTERMEDMIATE SUPPORT - 8d COMMOM 0 6" ON-CENTER Gable Eadwall Rake or U49 s 6 6 6 6 6 6 6 4 A 24 6 22 6 12 6 12 6 12 6 12 fi i2 S 12 6 6 6 6 6 6 u Rake Truss tvithupurl' w/ 5/8 TREADED ROD 32 6 12 6 12 6 12 6 12 6 'z2 8 12 s 22 6 12 6 12 6 12 Ptalleoverhang a.4z - 6 6 6 6 6 4 4 4 3 3 "SIMPSON" TYPICAL LCC5.25-3.5 WrneterEdge Zone 16 6 12 6 12 6 12 6 12 5 i2 6 12 6 12 6 12 6 12 6 6 INSTALLATION CONNECTING A 3 PLY TYP. CONNECTION FOR TWO M 134 6 12 6 12 6 12 6 U 6 12 6 12 6 6 6 6 6 6 6 6 tMRDSM'rHMVG LVL AND A 3 1/2" DIAMETER STEEL STORY APPLICATIONS 6caalt0 SMATHING or LAP SUNNG Raftar/Tnus COLUMN Sheathing Sire 1Minfnxrtrt trotteber of Bd Carrtmon Hails Per 5uppart Sheathing Size RafterdTnrss spacing Spa�6 rm•) (Inches,c,c.) 14nimirn Number of Sd Common Nails or 1Dd am Nails Per support 1x6 or 1x8 Sheathing 12-19 2 2 2 2 2 2 2 2 2 2 2 ixlDarLaryrerSheatfiiitg 12-3.9.2 3 3 3 3 3 3 3 3 3 3 INTERIOR & EXTERIOR ALTERATIONS FOR 3x6 or 1x0 Shaattring Z2-Za 2 2 2 2 2 2 2 2 2 2 IAO o► Sheathing 12-2A 3 3 3 3 3 3 3 3 3 3 spat�atpwWedgesPn.( £ A C 1705 FLEETWOOD RD. CUTCHOGUE, NY �1 3s _ ,�, RESIDENCE F - Nail %at intermediate supporh h the panel fineld(m.) • •�Endwall E - reale spate at panel edges(m•) U S �• APPROVED BY: WINDOW NOTES: r - mitspa�atitrtermed)atesupports i,the panel field('m.) 1 For roof sheathing within4feet of the perimeteredge oftheroof,induding4feet oneachsoleofthe roofpeak,the afoot perunetefedge SCALE: AS NOTED DRAWN BY: J. TURNER Corner stud Holddown connected to zone attachment requirements shall be used O j connected tranectedtosfer 1.ALL WINDOWS SIZES ON PLANS WERE TAKEN FROM "ANDERSEN" WINDOW CATALOG i Forwallsheathingwrtfsn4feetarther� nws,the4fcMLe%emneatxNnentregmitrementsshallbemed- 2 for wind speeds greater than 130 mph,bbdd"isr>equiredwNchtransfers shear foadtotwoadditional jdsts(3joftmtotall. � DATE: 05-06-21 REVISED BY UNLESS OTHERWISE NOTED. z Tabalatednat7s n assuniassheathin anwhedtamAtama mentbem%"IthOA2SG<OAA. 2-16d Common -HIGH- f g g Tog • nails at 6"o.c. SHALL BE 400 SERIES DOUBLE HUNG, PERFORMANCE" LOW-E4 SUN 3 lw extertarpuwl ffiirg,galranfmdbax nallsshar be perrrdtted to besubstitutedforcammon na''s Robert J. Gruber - Architect WINDOW" WITH U-VALUE OF 0.28, AND SOLAR HEAT GAIN COEFFICIENT (SHGC) TO BE LESS THAN .30 2410 N Ocean Ave Suite 300, Farmingville, NY 11738 2. WINDOW DESIGN PRESSURE RATING Email: rjgruberra@aol.com (631 ) 654-4949 WINDOWS WITHIN 4'-0" OF CORNERS SHALL MEET OR EXCEED DESIGN PRESSURE RATING OF 30 Ib/S.F. ALL OTHER WINDOWS SHALL MEET OR EXCEED DESIGN G NUMBER: COVER SHEET Jos: 21-012 PRESSURE TI F I S.F. 1 OF 5 C C 9 9 1 Oil) 28'-11 28'-11 2 9,-0„ 9,-2„ 9'-0" ,x (2) 2x10 ACQ GDR (2) 2x10 ACO GDR (2) 2x10 ACO GDR 1 0 0 C5 4X4 ACQ POST ON 0 0 -- 1 @ 14" DIA 0 0 P. C. PIER 1 0 - 1 C\j < 14 -52 14)-51)) 8'-0" 11 2'-11 " 8'-0" 00 2 x 'G GLASS DOOR (2)2 x 12 HE*DER (2)2 � x 12 HEADER Q0 l) Ln "t 28 0 0-3 (2) 2x12 HEADER LIJ 00 2 x 6 C.J. @ 16" O.C. I EXT'G x - Lij DOOR TO BE QD REPLACED Ln EXT'G WITH WINDOW 0 LIVINQ ROOM N (VAULTED CEILING) I 00 0^ O.C. Q0 B 2 x 10 R.R. @ 116 __j x 2 10 R.R. @ 16" O.C. j^B J^B N)6, 13'-32" 3y-91ll — l) 2 9' 6 B > 3 � -e 'I --A� 6 2 X I (D 0 00 ro 1 0 LLJ EXT'G 2"x 10" F.J. @ 16 0.C. I I I z 0- MECH I ROOM EXT'G NEW EXT'G LO I N 0 1 1 FIREPLACE BEDROOM NEW #3 OUTDOOR DOUBLE POCKET COORS SHOWER ca 1 6 14'-5" 4" 13,_6„ L2 — - - - - - - - - - - - - N - - - - - - - - - - - - 01 %j Ln NEW 0 EXT'G MASTER I DINING ROOM BEDROOM EXT'G ROOM C (�AULTED CEILING) 0 PARTITION SCHEDULE (TRAY CEILING) Cn I Cn x CD 3: 0 C. r__ 1) I � C) 3: NEW 2 x 10 R.R. @ 16" O.C. 2 x 10 R.R. @ 16 0.C. r- =)I - 0 x x -i Cj I ; STORAGE Lj- @) C) EXISTING WALL TO REMAIN C.0 6 ROOM 2 x 8 C.J. @ 16" O.C. 2 00 NEW > 7777/ EXTERIOR WALL 3' 0 _j x Q0 VINYL CLAPBOARD SIDING Ln j CD 'CD Ld Ln un NEW NEW "TYVEK" BUILDING WRAP OR EQUAL - - - - - - - - - 8 P. . Ln 14 4" 9'-7" - RE"TAININGCONCPLAY ROOM 2"x4" WOOD STUDS @ 16" O.C. 14 E44 WALL R-15 BATT. INSULATION Ln EXT'G 2"x 10" F.J. @ 16" O.C. wNEW 0 z 01 13'-6" DRAIN TO \3'-6'/ 0 STUD WALL 1 LAYER 1/2' GYP. BID. BOTH 0,Fn I I DRYWELL BY THE S < NEW 0 00I z co Ln 6 W.I.C. 0 3:: w - NEW Lf) TO UNDERSIDE OF CEILING JOIST — L2 z C/-) ,I- N 0 0 -0 BEDROOM 0 z 0 Q0 p1r) 1 #2 0 % �0 8,-8„ 5'-5„ 5,_0„ 3,-0„ 3'-6" 101 s oe oe 3: Ln NEW I I U I a N CD NEW LAUND METAL Ln I- Ln MASTER 8 x LADDER 0 Z; L2 LLJ AS PERNEW -00 0 BATH %j V -- I CODE 13l—,31)) 13'-32" 2 L6 8" P. CONC. Ln PWRETAINING D NEW WALL:K)) 30 DR UUM RM EXPANDED lk� � % 0 11Tj BATH (j -\CLOSET 4 Q� r2 co NEW < 6 I 1 1-- CRAWL r%1 N — V) Bl 2 SPACE x 2 x 6 C.J. @ 16" O.C. C6 6j k-1 Y^A J^A 106 :z I "/ I -,-R-� (�) 0, Y^A i= 0 U 0 x (VAULTED I CEILING) .0-c) (VAULTqD CEILING) 3 NEW 2"x 10" F.J. @ 16" O.C. d 0 00 3 1 -T I I' I o NEW CO 00 2 x 10 R.R. @116" O.C. 2 x, 10 RSR. @ 16" O.C. x ;x _j 0 8" P. CONC. EXT'G 2"x 10" F.J. �t >1 2 0 FOUNDATION WALL ON NEW r32 @ 16" O.C. 3'— x 0 -4 f I 16"X8" DIP P. C. FOOTING 4"x4" POST 1 I 1 Lj - - - - - IL TYP. - - - - - - - - - 771) — — — — — — — — — — — — — — — — - TW3052 TW13C52-3 I 4X4 ACQ 951, NEW 3- ------- 6'— '1" 1 „ 14'-7i" POST ON 7" 4l-.71l 14'- 8 8" x16" VENT 12 78 8" DIA. 2 3)-4ll 31-47l 3P-41l 3'— 3'—4" 14" DIA DECORATIVE COLUMN 10, 71 P. C. PIER 4X4 ACO POST - - - - - - -- INTERIOR & EXTERIOR ALTERATIONS FOR 27'-5" 2 x 6 ACQ MYER RESIDENCE D.J. @ 16" 1705 FLEETWOOD RD. CUTCHOGUE, NY 0•C• ' ♦ SCALE: AS NOTED APPROVED BY: DRAWN BY. J. TURNER BASEMENT PLAN DATE: 12-11-20 REVISED BY 1 ST FLOOR PLAN SCALE: 1/4" = 1'-0)p SCALE: 1/4" 1'-0" Robert J. Gruber Architec IMS71 2410 N Ocean Ave Suite 300, Farmingville, NY 11738 0" 00 Email: rjgruberra@aol.com (631 ) 654-4949 G NUMBER: FLOOR PLAN 3 OF 5 I JOB: # 21-012 I (NEW) 245# ASPHALT SHINGLES 15# PAPER 1-3/4"X 11-7/8" LVL RIDGE 1/2"FELT PLYWOOD SHEATHING I 245# ASPHALT SHINGLES 2"x10" R.R. @ 16" O.C. 15# FELT PAPER 1/2" PLYWOOD SHEATHING 2"x6" R.R. @ 16" O.C. R-38 INSUL. S 4°02'40" E 25.00'--- 12 _35 N 85°57'20" E 17 8 39.50' 2"X 8" WD. RIDGE 2"X 6" J. 16 O.C. F TONE CURB ' jQ 4' o SECTION 137-BLOCK 4-TAX LOT 35 I BRICK - N F PAUL & MARGARET POSTER HURRICANE CLIPS DRIVE GARAGE @ EA. RAFTER I I \ GARAGE LIBER 12978-PAGE 48 � FIRST FLOOR-35.7' i _ (2) 2"X 8" GIRDER R 5' 203.6' R-38 INSUL. R-30 INSUL STONE - — — 1 - - - - - - - - - - - - - - - - W \ - - � � N `� (2) 2"X 8" GIRDER ,- - - - - - - - - - - - - - - -o - - REMAINS OF STEPS - - _�z, N 85°57 0" E 21 . -0' rn _ jai I ' Z TONE WALK K CONC RE WALL �� N N r� 9. Q I \ GRA55 \ �' CONC POST AIL F I ( NEW 3/, \U, N \ EN (/) Lo I X100 `�Q O ND \ U,_ VINYL CLAPBD. SIDING 1 2" GYP. BD. �\ \ KOI , s" \ \ECTI�(� 137�BLOC 4-TA L0 36 \ } O PO 0� `o- QQ N/F R\OBERT�RISSE \ \ ^ "TYVEK" BUILDING WRAP / I EXT'G WALL � � � \ LIBER 11621-PAGE 187 (gyp � /m o ILeox \ SS Q N C M 1 2 PLYWD. SHEATHING 2 YP. BD. \ = \ c A \ 0� 1 �" ��. oN I 10 rn rn / I y/ � STRUCTURE QQ iE_ PROPOSED ZJ C C I ® \ \ �Q STONE ` ��a ROOFED BRICK '� _ 2"X 4 STUDS @16 O.C. � ' TO REMAIN O1 ) � II PROPOSED OVER PORCH S o \ r�1_; D R-15 INSUL. x� 00\� n 178 S.F WD PILE (TYP.)Tmoi' o 1-STORY //. 1 104.5' 0 1 \ vi LATE METER\ n -mi ADDITION / PROPOSED GR S5 I \ z `gyp rn rn m > GRASS / ;/ 12'x2 .75' \F / /x1705 � � DECK AREA �`. w ! I_� � _� � HOSE BIB o o 0 N , �,, • m no PIPE 1 1/2 STORY m� 1 91970 SQ. FT. I - - - - - Hos BIB• WD FRAME NEW 2"x10" F.J. @ 16" O.C. EXT'G 2"x10" F.J. 16" O.C. 1 J FIRST FLOOR-33.0' j I yrs (n u I GRAS RICK PLANTER BASEMENT FTOOR=24,8' �/ OR 11 I I _ 6 0 L 0.458 ACR S' I o o R-30 I SUL. O BRICK ST %k� - I z / PILE n O NEW - v_ 74.6 � N N GRAS 0) c GR s I " o z I CRAWL SPACE 9�•9 , I I I GAS METER w � >> I WELL d O M MAILBO cr) W% �3� J J \ \ J / rn 14 DIA A ® i / /CONc P. C. PIEREXPANDED 0 ovER Co 2 PIPE4RTI-Ii OUND �1 rn BATH i n L� z. GRA w 61 , M ? 11 • o r I I o �l �- � N - N ° _ �� s 2 0 1" PIPET U 'N = �' 4" P. CONC. qTn RE Ft110E I STOCKADE FENCE/ N / - WIRE FENCE / - - (2) 2X6 ACQ SILL PLATE SLAB WIREFENCE W/ 5/8" DIA. ANCHOR BOLTS@ 32" O.C. S 85°58,20» � 1. 4' I I W --- NEW EXT'G p STOCKADE FENCE � O SECTION 110-BLOCK 6-TAX LOT 14 F 8" P. CONC. 8" CONIC. BLOCK - N/F MARY SCHWARTZ ]REVOCABLE GRANTOR TRUST ° FOUNDATION WALL FOUNDATION WALL LIBER 13134-PAGE 921 ON 16"X8" DP ON P. CONC. FOOTING P. CONC. FOOTING CR CR SECTION "A - A" I o I oo SCALE: 1/4" = 1'-0" (NEW) I (2) 1-3/4"X 14" LVL RIDGE 245# ASPHALT SHINGLES 15# FELT PAPER 1/2" PLYWOOD SHEATHING 2"x10" R.R. @ 16" O.C. 12 2"X 6" C.J. @ 16" O.C. EAST ROAD PLOT PLAN R-38 INSUL. Ln 1/2" GYP. BD. SCALE: 1 " = 20'-0" /2" GY BD. °` I EXT'G WALL STRUCTURE EXT'G 00 TO REMAIN LIVING ROOM EXT'G 2"x10" r.J. @ 16" O.C. EXT'G 2"x10" F.J. @ 16" O.C. 4" VTR. R-30 INSUL. 2" R-13 INSUL. NEW MECHANICAL I BEDROOM ROOMEXT'G VINYL CLAPBD. SIDING #3 1 1/2" 1 1/2" 15# FELT PAPER (2) 2X6 ACID SILL PLATE 8" BLOCK FOUNNDATDAT ION WALL 2� 1/2" PLYWD. SHEATHING W/ 5/8" DIA. ANCHOR BOLTS@ 32" O.C. 4" P. CONC. ON P. CONC. FOOTING SLAB NEW NEW NEW NEW 2"X 4" STUDS @ 16" O.C. W0• LAV. LAV. W.C. WASHER NEW 3' HIGH RAILING SH WR 1ST FLOOR 1,1 1/2" 1 1/2" 5/4" ACO DECKING SECTION "B — B" 2"X8" ACO D.J. @ 16" O.C. 3/4" SUBFLODR HURRICANE CLIPS 4" @ EA. RAFTER SCALE: 1/4" = 1'-0" (2)2„XO” ACO GIRDER 2"x8" ACO WD. LEDGER R-30 INSUL W/ 5/8" DIA. LAG BOLTS SIMPSON STAGGERED 24" O.C. PER SECTION R507 PC44 POST CAP c: BUILDING �2" .111 1/2" 4"X4" ACO POST EXT'G 4" L,.. .. i 8" CONC. BLOCK ExrG EXT'G FOUNDATION WALL W.C. LAV. E>TGAll-iINTERIOR & EXTERIOR ALTERATIONS FOR S WRMYER RESIDENCE 1705 FLEETWOOD RD. CUTCHOGUE, NY 4" F I 1 1/2" SIMPSON '°� �' �, SCALE: AS NOTED APPROVED BY: DRAWN BY: J. TURNER PB44 POST BASE o . 4 DATE: 12-11-20 REVISED BY TO EXISTING 4" SANITARY SYSTEM 4" H. TRAP 14" DIA _ P. C. PIER .� Robert J. Gruber Architec iK1<; 2410 N Ocean Ave Suite 300, Farmingville, NY 11738 SECTION "C" �`' Email: rjgruberra@aol.com (631 ) 654-4949 PLUMBING RISER (SANITARY WASTE) o� new SCALE: 1/4" = 1'-0" FLOOR PLAN 4 OF 5 JOB: # 21-012 245# ASPHALT SHINGLES 15# FELT PAPER 1/2" PLYWOOD SHEATHING 2"x6" R.R. @ 16" O.C. NEW 6 TRIM NEW - ----- 245# ASPHALT SHINGLES EXT'G 15# FELT PAPER BRICK 12 12 1/2" PLYWOOD SHEATHING CHIMNEY 8 2 x6" R.R. @ 16" O.0 8 ---------- NEW VI ll'yt S!D I I!G NEW VINYL SIDING 00 00 00 3' HIGH RAILING - I ^ I o 00 00 00 ITF (2)2„x10" ACO GIRDERII 4"x4" ACQ POST ll 14" DIA EXT'GP. C. PIER BRICK HHHHII i 14" DIA P. C. PIER — — — — — — — — — — — — — - - - - --- - - - -- L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 14" DIA---[ P. C. PIER LEFT SIDE ELEVATION FRONT ELEVATION SCALE: 1/4" = l'—O" SCALE: 1/4" = 1p—Olp 245# ASPHALT SHINGLES EXT'G 15# FELT PAPER BRICK 1/2" PLYWOOD SHEATHING CHIMNEY NEW 2"x6" R.R. @ 16" O.C. 6" TRIM F NEW NEW 12 12 245# ASPHALT SHINGLES VINYL SIDING 81 15# FELT PAPER ------ - 1/2" PLYWOOD SHEATHING --- --- 2"x6" R.R. @ 16" O.C. E Fll-]Fl ® 00 NEW ITF, 3' HIGH VINYI SIDING 3HIGH RAILING 'RAILING 3 HIGH 00 RAILING F ITF (2)2"xlO" ACQ GIRDER I I f I I 4"x4" ACQ POST EXT'G 14 DIA BRICK P. C. PIER — — — — — — — — — — — — — — - - — — — — — — — ai -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - -- - 14" DIA — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — P. C. PIER 14" DIA -- - - - - - - - - - - - - - - - - - - - - - -— -- — — — — — — — — — — — — — — — — — — — — RIGHT SIDE ELEVATION REAR ELEVATION 14" DIA P. C. PIER P. C. PIER SCALE: 1/4" = l'—O" SCALE: 1/4" = l'—O" INTERIOR & EXTERIOR ALTERATIONS FOR MYER RESIDENCE 1705 FLEETWOOD RD. CUTCHOGUE, NY SCALE: AS NOTED -APPROVED BY: DRAwNBY- J. TURNER DATE: 12-11-20 REVISED BY Robert J. Gruber Architec 2410 N Ocean Ave Suite 300, Farmingville, NY 11738 Email: rjgruberrc@col.com (631 ) 654-4949 Cw 140 DRA\MNG-NUMBER: FLOOR PLAN 5 OF 5 JOB. # 21-012 P �* w , �r 1,� '6/ '•t �qr -•- �' , �\� `�� a o� � �`�a y�� .�� LL v � tit � `t,,..y� .� A� vv .;a,_s-...��i i % •��, � 1 ` `.\` 1�iae` • ,nom �"�'r o� 41/ Wit 1 :1151 *14 v y� iak ° -- •.W,. ;, — �,� __— .,.._.. _._ITtI- .. COUNTY OE ,nman1 :w M; o —�_ �y,�y _ �.,1 �,.. �-- ••• W' _� Itca!N t 'lb:a `3SUFFOLK Ag eivice A w ae,aem«.a.�«.ut ',�,° � sou.Hu�� _ 37 OFFICE LOCATION: � � MAILING ADDRESS: Town Hall Annex " P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) CA 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 Date: May 16, 2023 Re'.. LWRP Coastal Consistency Review for DIANNE MYERS SCTM# 1000-137-4-36 Anthony Sannino on behalf of DIANNE MYERS requests a Wetland Permit to demolish existing one-story dwelling with existing 1,224sq.ft. foundation to remain; construct new one-story, single family dwelling on existing foundation with a 12'x14'9" one-story addition onto the north west corner and a 175sq.ft. one-story addition to the west for a 1,416sq.ft. total new dwelling; construct a 319sq.ft. seaward side deck; construct a +/-4'x6'4" basement emergency access area; and for the existing +/-4'x4' outdoor shower. Located: 1705 Fleetwood Road, Cutchogue. SCTM# 1000-137-4- 36. 1. A sanitary system is not shown on the plan. Where is it located? Will the Board require an upgrade? 2. The structure is outside of a mapped flood zone. 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 proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP. 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: The Honorable Lori M. Hulse, Attorney John G.Stein,Chairperson co Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., May 10, 2023, the following recommendation was made: Moved by John Chandler, seconded by Caroline Burghardt, it was RESOLVED to NOT SUPPORT the application of DIANNE MYERS to rebuild interior walls and rooms in the walkout basement (existing foundation), 1,224 sf. Reconstruction of all interior walls of the first floor as per plan, 1,416 sf., including the reframing of the entire roof. There will be a new 319 sf. deck added on the east side and the addition to the west is 175 sf. Located: 1705 Fleetwood Rd., Cutchogue. SCTM#137-4-36 Inspected by: John Chandler, Caroline Burghardt The CAC does Not Support the application due to the lack of information regarding the demolition. Vote of Council: Ayes: All Motion Carried Glenn Goldsmith,President ° Q Sol � cr1 Town Hall Annex :,, j i^ 'r 54375 Route 25. Vice President A.Nicholas Krupski, :, P.O.Box 1179 Eric SepenoskiV .:a Southold,New York 11971 Liz Gillooly C% c Elizabeth Peeples ,., Telephone(631) 765-1892 �, �� .� . Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application —L_Wetiand Permit Application ; Administrative Permit i Amendment/Transfer/Extension MAR 2 4 2023 X Received Application: 3•lJ.L3 �_ Received Fee: $ 1--SZ.®V ::Lcompleted Application: 3.Z.gT3 Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. _ Lead Agency Determination Date: Coordination:(date sent): LWRP Consistency Assessment Form Sent: _ X CAC Referral Sent: X Date of Inspection: - •2 Receipt of CAC Report: _Technical Review: 1( Public Hearing Held:_,—,-Resolution: Owner(s) Owner(s) Legal Name of Property (as shown on Deed): dianne Myers Mailing Address: 18 Knoll PI Glen Cove, NY 11542 Phone Number: 1-917-273-8540 Suffolk County Tax Map Number: 1000 - 137-04-036.000 Property Location: 1705 Fleetwood Rd. Cutchogue, NY 11935 (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable):Anthony Sannino _ Mailing Address:7490 Alvahs Ln Cutchogue, NY11935 Phone Number: 631-767-1751 Email:stylecontracting89@gmail.ccm V/a703 Board of Trustees Application GENERAL DATA Land Area(in square feet): 0 Area Zoning: Previous use of property: Residential _ Intended use of property: Residential Covenants and Restrictions on property? Yes _Z_No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? Yes _nNo If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? =Yes No If"Yes", please provide copy of decision. W✓ his project re r!J�No demolition as per Town Code or as determined by the Building Dept.? Yes Does the structure(s) on property have a valid Certificate of Occupancy? Yes F-1—No Prior permits/approvals for site improvements: Agency Date ❑ No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency?_Z_I No_Yes If yes, provide explanation: Project Description (use attachments if necessary): The building department has determined this to be_ ` / —' r$� 'i i �-aC.:,.�� N � �Ti s'� / � r �-;�� a�,�+►i V-�� i(s LIq - CJS ::5-L Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To improve the existing structure with updated insulation e art j A Qv[mss-arjDcz>�7C �y S iA� 11 'JA--2VS Area of wetlands on lot: square feet Percent coverage of lot: as existing Closest distance between nearest existing structure and upland edge of wetlands: 98_9 _feet Closest distance between nearest proposed structure and upland edge of wetlands: 98.9 feet Does the project involve excavation or filling? ❑ No Yes If yes, how much material will be excavated? 14 cubic yards How much material will be filled9 0. cubic yards Depth of which material will be removed or deposited: 3 feet Proposed slope throughout the area of operations: Manner in which material will be removed or deposited: The amount of material excavated fay Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): There should be no effect on the wetlands. 61 Z20 Appendix B Short Environmental Assessment Foran Instructions for Completing Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I -Project and Sponsor Information Dianne Myers Name of Action or Project: Myers Residence Project Location(describe,and attach a location map): 1705 Fleetwood cutchogue, NY11935 Brief Description of Proposed Action: Name of Applicant or Sponsor: Telephone:631-767-1751 Anthony Sannino E-Mail:stylecontracting89@gmail.coi Address: 7490 Alvahs La. City/PO: I State: Zip Code: Cutchogue NY 11935 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO I YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that Ri Io may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO J YES-, If Yes,list agency(s)name and permit or approval: ❑ 3.a.Total acreage of the site of the proposed action? r acres b.Total acreage to be physically disturbed? 6 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? _acres 4. CheI land us at occur on,adjoining an ar the prop action. Urban Rural(non-agriculture) Industrial Commercial ❑✓Residential(suburban) Forest Agriculture Aquatic E] Forest EParkland Page 1 of 4 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ✓ b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natural I NO YES landscape? IFT V 7, is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: _ IF—] 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO. .'YES b.Are public transportation service(s)available at or near the site of the proposed action? ✓ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: D Rl 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: A new SHD approved systel11 RIF]❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic ( NO YES Places? b. is the proposed action located in an archeological sensitive area? ✓ 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ✓ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? `/ M If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. ntify the typic bitat types that oc n,or are likely to be found on tt�-project site. Check all that apply: ✓ Shoreline Forest Agricultural/grasslands Early mid-successional Wetland Urban Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? ✓ 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO —14 If Yes, a. Will storm water discharges flow to adjacent properties? R✓ NO OYES . _0 b.Will storm water discharges be directed to established conveyance systems pff anm drains)? If Yes,briefly describe: O ✓ ES According.t0_the deli.gn_pr_ofessional._reccomerldations�_________�_.____ Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO �, YES water or other liquids(e.g.retention pond,waste lagoon, dam)? If Yes,explain purpose and size: 19.Has the site of the proposed action or an adjoining property been the location of an active or closed Na YES solid waste management facility? If Yes,describe: ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: '❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor nam9;---.J ,—i �a.f •v,vin)10Date: Signature: _ Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the.following questions in Part 2 using the information contained in Part l and other materials submitted by the project sponsoror otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material'conflict with an adopted land use plan or zoning El 1:1regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? ❑' ❑ 3. Will the proposed action impair the character or quality of the existing community? ❑ ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? ❑ ❑ 5. Will the proposed action result in an adverse change in the existing level of traffic or ❑, affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ El available energy conservation or renewable energy opportunities? T Will the proposed action impact existing: ❑ ❑ a.public/private water supplies? _ b.public/private wastewater treatment utilities? ❑;_ ❑. 8. Will the proposed action impair the character or quality of important historic,archaeological, F-1 El or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodiesgroundwater,air quality,flora and fauna)? ❑ ❑ Page 3 of 4 No,or Moderate' small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ problems? IL. W ill the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. n Check this box if you have determined,based on the information and analysis above,and any supporting documentation, �--I that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) . PRINT Page 4 of 4 i Board of Trustees Appli,..tion AFFIDAVIT. NAIve mvF11e-S BEING DULY SWORN DEPOSES AND AFFIRMS Tli T 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. r of Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS DAY OF /G1A/eCla -,20 a Lary Notary Pu"*State"t Florida s Js4ob J 1li�tzQl 1111 MyhtPH 28J Kl..n Exp,5lt912028 • j Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We, JI-AAIA18- YC owners of the property identified as SCTM# 1000- 1'3� 0j—03& - 000in the town of New York,hereby authorizes A-WRAVIVV to act as my agent and handle all necessary work involved with the application process for permit(s)from the Southold Town Board f Trustees for this property. Pr rty Owner's Signature Property Owner's Signature SWORN TO BEFORE ME THIS ✓ DAY OF Me I"'-C f4 20 a 3 o b ' Notary Public State of Florida _ Jacob J Kintzel MyHM 26574Tion 1111 Exp.5/19/2026 ' l APPLICANVAGENTIREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics arohibits conflicts of interest on the part of town officer§and emnloyees.The ouryose of this form is to provide information which can alert the town of possible conflicts of inteicsf ind allow it io take whatever action is neeecsary to avoid sar»e: � - . YOUR NAME: �',�J lf'L: (Last nam ,first name,middle initis,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map J Planning Other (If"Other;name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with'any.officer or employee of the Town of Southold? "Relationship"includes byblood,marriage,or business interest."Business interest''means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES F-1 NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,dr child is(check all that apply): _nA)the owner of greater than 5%of the shares of the corporate stock of the appliq at _n (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)j4 an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted thi day of 20�3 Signatureei 1A Print Name Form IS 1 `� Board of Trustees Appl:_„ 'tion PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: ADDRESS: �/o STATE OF NE' COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of , 20 Notary Public Glenn Goldsmith,President �QS�fFOL,��o Town Hall Annex A.Nicholas Krupski,Vice President „�O Gym 54375 Route 25 Eric Sepenoski y z P.O.Box 1179 Liz Gillooly o 4$� Southold,NY 11971 Elizabeth Peeples 'y?�0� �a0 Telephone(631)765-1892 xrt Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of DIANNE MYERS COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED IN PLACE FOR AT LEAST SEVENDAYS PRIOR TO THE PUBLIC HEARING DATE— COMPLETE THIS FORM ON EIGHTH DAY OR LATER I, �[� ,residing at/dba 2 y qa,Q 1 vA t s 1,4,x._ J �Q tiL 1 being duly sworn, depose and say: That on the day of 1a-y , 20,Z.7, I personally posted the property known as by placing the Boarg 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,May 17,2023. Dated: � >gna- re Sworn to before me this 14JA day of&Aq 2023, &w 4? DIANE DISALVO Notary Publi NOIARY PUBLIC-STATE OF NEW YORK No. 01D1475593 Qualified In Suffolk County My Commission Expires April 30, 20 Z�• Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: ---- - --ADDRESS: J 1 r_/ " 35- 3� 3 - / L/ STATE OF NEW YORK COUNTY OF SUFFOLK ,w �.�� , residing at fo/9 ALv , being duly sworn, deposes and says that on the day of I`�/�l S� , 20�j , 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 (14 (C'��s , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. ' na Sworn to before me this Day of ""T`► 7207-5 DIANE DISALVO �'(,, , A•,��,/J,,.g/ NOTARY PUBLIC-STATE OF NEW YORK I� �`'� I➢K�((��//((�� No. OID1475593 Notary Public Qualified In Suffolk County my Commission Expires April 30, 20Z/0' .o Postal .stal Service CERTIFIED o RECEIPT CERTIFIED MAVRECEIPT , 0^ ! 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Is delivery address different from item 1? ❑Yes G!�� ;If YES,enter delivery address below: ❑No v,'Iit Cen tle f NY /It3 Service Type 11 Priority Mail f II IIIIIII ILII,lillill II I Ifll III II IIIIIIIIII I III 11 Ault❑Adul SS gn toe Restricted Delive ❑Regis a ed Mail ss® i 11 Certified Mail® ry El Registered Mail Restricted I 9590 9402 8208 3030 7277 81 ❑Certified Mail Restricted Delivery 11 Signature Confirmation- 2., onfirmation- I j collect on Delivery 11 Signature Confirmation 2."Article-N�mho.rr. __r__ __ _— -- --_ - llelot on Delivery Restricted Delivery Restricted Delivery 70 ,:8 309p 0a0G 4;704: 8630:_ ; annals ed Maii Restricted Delivery ' PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return.Receipt' COMPLETE •N COMPLETE THIS SECTION ON ■ Complete items 1,2,antl 3. A. Sign tura gent ■ Print your name and address on the reverse X V [3 Addre so that we can return the card to you. ❑Addressee B. Received by( tinted Name) C. Date of Delivery ! ■ Attach this card to the back of the mailpiece, � I or on the front if space permits. 1. Article Addressed to: D. is delivery address different from item 1? ❑Yes AW Q_ Gr �reT G �� If YES,enter delivery address below: ff No qr� � N�� 1��3 ► 3. Service Type ❑Priority Mail Express® !! II I IIIIII llll III I ll I II I III fol I I IIIII IIII ll III ❑Adult Signature ❑Registered Mail ❑Qdult Signature Restricted Delivery ❑Registered Mail Restricted Certified Mail® Delivery R 9590 9402 8208 3030 7277 50 ❑Certified Mail Restricted Delivery ❑Signature ConfrmationT°A ^^-"-It on Delivery 13 Signature Confirmation t on Delivery Restricted Delivery Restricted Delivery 7018 3090. .0000•. 4704 8609 Mail Insured Mail Restricted Delivery (over$500) PS Form 3811,Juiy 2020 PSN 7530-02-000-9053 Domestic Return Receipt I T IluTICE U '1= HEARIiIG 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: DIANNE MYERS SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish existing one- story dwelling with existing 1,224sq.ft. foundation to remain; construct new one-story, single family dwelling on existing foundation with a 12'x14'9" one- story addition onto the north west corner and a 175sq.ft. one-story addition to the west for a 1,416sq.ft. total new dwelling; construct a 319sq.ft. seaward side deck; construct a +/-4'x6'4" basement emergency access area; and for the existing +/-4'x4' outdoor shower. Located: 1705 Fleetwood Road, Cutchogue. SCTM# 1000-137-4-36 TIME & DATE OF PUBLIC HEARING: Wednesday, May 17, 2023 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES*TOWN OF SOUTHOLD * (631)765-1892 Town'of Southold r LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. • r- 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A. proposed action- will be evaluated as-to"its significant 'beneficial and adverse effects upon the.coastal area.(which.includes'all of Southold Town).,-, 1 If any question in Section C on this form is answered "yes'.' or"no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be.explained in detail,..listink.both.suppo!UM and none . supporting.facts. If an action cannot be certified as consistent with the LWRP'policy standards and conditions,it shall not be-undertaken.. A copy of the LWRP is available in the following places:.online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 137 .04 _036.000 PROJECT NAME Myers Residence The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑✓ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken.directly by Town agency(e.g.capital _ ❑. construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: ❑ Nature and extent of action: Location of action: 1705 Fleewood Cutchogue,NY 11935 Site acreage: r qY Present land use: Residential Present zoning classification: eR qC 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Anthony Sannino (b) Mailing address: 7490 Alvahs La cutchogue NY (c) Telephone number: 631 767 1751 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No 0 If yes, which state or federal agency? _ C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LVWW Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ❑✓ Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No❑✓ Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No ❑� Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III — Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ❑✓ Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑ Yes ❑No ❑� Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑No❑✓ Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No ❑Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the.Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye❑ No 0 Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No ❑✓ Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No❑� Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No ❑✓ Not Applicable PREPARED BY /,J, �� _TITLE DATE 2 - 25