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Home My WebLink AboutTR-10648 Town Hall Annex Glenn Goldsmith, President A � �� 54375 Route 25 A. Nicholas Krupski, Vice President P.O. Box 1179 Eric Sepenoski W Southold, New York 11971 Liz Gillooly C4 Telephone (631) 765-1892 Elizabeth Peeples � � Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OFF 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES; CHE BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 111 day of construction '/2 constructed When project complete, call for compliance inspection; Glenn Goldsmith, President _®�®� s®l/�� Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President ®V� ®�® P.O.BOX 1179 Eric Sepenoski l Southold, New York 11971 Liz Gillooly @ Telephone (631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 C®U�IrI,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 21, 2024 Margot & Clay Coffey 430 Main Street, 2"d Floor Greenport, NY 11944 RE: TOPAZ PAGE-GREEN & EMMANUEL ROMAN 2080 TOWN HARBOR LANE, SOUTHOLD SCTM# 1000-65-1-16 Dear Mr. & Mrs. Coffey: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, September 18, 2024 regarding the above matter: WHEREAS, Margot & Clay Coffey on behalf of TOPAZ PAGE-GREEN & EMMANUEL ROMAN 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 June 28, 2024, 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 for the existing 2-Y2 story dwelling and to perform repairs consisting of replacing windows and doors in- place; replace existing seaward side deck, railings and stairs with new slightly larger deck; reconstruct existing east porch landing, railing and stairs in-place; reconstruct existing north porch landing, railing and stairs in-place; existing 152sq.ft. lighthouse to remain and repair the interior and exterior where necessary be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, the LWRP Coordinator recommended that the proposed application existing 184sq.ft. beach cabana with an outdoor shower to remain and replace roof shingles, siding, windows and doors; and to replace in-place and in-kind existing upper wood platform with steps down to a partially cantilevered wood deck with steps to beach be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered the Local Waterfront Revitalization Program policy 6.3 to the greatest extent possible through the imposition of the following Best Management Practice requirements: the issuance of a permit for the cabana; with the conditions that cabana become a dry storage structure on beach with no water or plumbing; deck surrounding the dry storage structure be constructed with thru-flow decking; platforms 2 associated with the stairs not to exceed 100 sq.ft. in size; and establish and perpetually maintain a 15' vegetated non-turf buffer landward of the top of bank; and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on September 18, 2024, 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, 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 for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees APPROVES the application of TOPAZ PAGE-GREEN & EMMANUEL ROMAN for the existing 2-'/z story dwelling and to perform repairs consisting of replacing windows and doors in-place; replace existing seaward side deck, railings and stairs with new slightly larger deck; reconstruct existing east porch landing, railing and stairs in-place; reconstruct existing north porch landing, railing and stairs in-place; existing 152sq.ft. lighthouse to remain and repair the interior and exterior where necessary; existing 184sq.ft. beach cabana with an outdoor shower to remain and replace roof shingles, siding, windows and doors; and to replace in-place and in-kind existing upper wood platform with steps down to a partially cantilevered wood deck with steps to beach; with the conditions that cabana become a dry storage structure on beach with no water or plumbing; deck surrounding the dry storage structure be constructed with thru-flow decking; platforms associated with the stairs not to exceed 100 sq.ft. in size; and establish and perpetually maintain a 15, vegetated non-turf buffer landward of the top of bank; and as depicted on the site plan prepared by Isaac Rae, received on October 31, 2024, and stamped approved on November 20, 2024. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $ 50.00 Very truly,yours, Glenn Goldsmith President, Board of Trustees ,'�,�it � '" u"'A+.o�+^..•:.''� ..,:%'l��"9't°"��yn 'a �' +��< -.yam:.- ,., ;��' • ., _".. j :eyj `;. ^t� ;h. - MR V�`,_� aFTS'�'�4etsz�ax2TcU�.'��3urvssa''�"'sn4a!d:a'�':"m��ax*s.m.. ." .•.-:G:4zwx ^:zY�:^'�.3m'.sa;hv''�:7A3'x:4=,tC"�.�:�a*,�r�'�Rb.''S��:T�`�.:.,.,,.mw„,•n.�e4a:.^.'!§�3++ ". �'- BOARD OF SOUTHOLD TOWN TRUSTEES •a SOUTHOLD,NEW YORK ti PERMIT NO. 10648 DATE: SEPTEMBER 18,2024 - - �at a o-M+4a E ISSUED TO: TOPAZ PAGE-GREEN & EMMANUEL ROMAN PROPERTY ADDRESS: 2080 TOWN HARBOR LANE, SOUTHOLD - SCTM# 1000-65-1-16 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 13,2024, and in consideration of application fee in the sum of$2,500.00 paid by Topaz Page-Green&Emmanuel Roman and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit for the existing 2'/z story dwelling and to perform repairs consisting of replacing windows and doors in-place; replace existing seaward side deck, railings and stairs with new slightly larger deck; reconstruct existing east porch landing, railing and �. s stairs in-place; reconstruct existing north porch landing, railing and stairs in-place; Y �- -.•f� ' existing 152sq.ft. lighthouse to remain and repair the interior and exterior where necessary; existing 184sq.ft. beach cabana with an outdoor shower to remain and replace roof shingles, siding,windows and doors; and to replace in-place and in-kind •L existing upper wood platform with steps down to a partially cantilevered wood deck with steps to beach; with the conditions that cabana become a dry storage structure on p beach with no water or plumbing; deck surrounding the dry storage structure be constructed with thru-flow decking; platforms associated with the stairs not to exceed 100 sq.ft. in size; and establish and perpetually maintain a 15' vegetated non-turf buffer landward of the top of bank; and as depicted on the site plan prepared by Isaac K- Rae, received on October 31,2024, and stamped approved on November 20, 2024. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, , and these presents to be subscribed by a majority of the said Board as of the day and year written above. FQJ .� w a R o a 4ca oAd _ �,� zs�sr�:. ,: <:za�:�•�:.�ar��.��r+asr;�;cr�a;; snuctas;��x;�sarsa��:a�s��s�: rr:�-r�r�� co�cm.;�`?., �� toy + ! S,F 1f L,` t•.� �.!. ,r,} .a . +�•• ",M1 TERMS AND CONDITIONS The Permittee Topaz Pare-Green&Emmanuel Roman, 2080 Town Harbor Lane, Southold,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 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. , NOTES ' STOp`BOX , By LEGEND: AP ►�O S DRAWING ISSUE BRICK LAMP Q BOARD OF ►r�USTEE N0. DATE ISSUED FOR POST ALS - — PROPERTY LINE TOWN OF SOUTHOLD \ 2 10/18/2024 TRUSTEES FILING - RESUBMISSION ------ PAVEMENT --- F �" - / SETBACK DATE �)O�(e,r��/' �01 ° REMOVE FISH POND EDGE 4 PROPOSED . _ - o - - - - - - - - DEMO ^" _.._ 5 WROUGHT _ _ 18 / ._ 6 w IRON ARCHES \Nc'HEDGEROW • �p \ '\ / / 41;2 8 ,' o \\ / / \ . - co o`� o�� • EXISTING EVERGREEN TREE 10 3 / 12 N2�032� OPIA-B " HEDGER° EX\STWG - , / , / EXISTING DECIDUOUS TREE EEDGWG OIL FILL 7 J ;' ;44 / / HOLLY �.{ t` 14 - - -��MOtA_.... \o/ CHIM. ELEC. - / // • C° \ \ METER PROPOSED 1 STORY ;.,::: ,: ; . _. _ _ _ /- / 16 - _ FRAME "r' ' `>;." '">, r'.' M1 �' \ HINOKI, / s • O EXISTING SHRUB z GARAGE `" '` "i -/ CYPRESS Ali / F 0:0„ /� CRUSHED SHELL ;%> ;'j:>c ;.<�`' -/'� / RoNT>-q PARKING AREA nj \ '4:; c\�;' > ;< - - - _� - - - - - - - -� - - - - PINE y_� �gAc _ - -, / PROP. ;'>cl� ,;, r - I \ — \T / / Q / ! t `S� PROPOSED O TAN - --- - - - -.� — r / /- /- ii 48'°" i ` / /� / " / �� / \ TREE/SHRUB TO BE REMOVED LOCATION OF POOL �-/-/- �; I / � o � � EQUIPMENT -/- �; , ; ' Q // �Q� // / 11 ` \ !' j THIS APPLICATION IS APPROVED ONLY FOR WORK I ` INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL I I . SPA " � I TEST HOLE / Q' / , � / -1 STORY I ° / / 1 - - OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR FRAME 'I b PROPOSED POOL /, — I GARAGE I a BA,Ia I I, 0/ , / / �1 /f 1 TO BE CONSIDERED AS EITHER BEING APPROVED OR IN EXISTING DIRT & ac r - - - 11\ SHELF i / // 0 1 ^O ACCORDANCE WITH APPLICABLE CODES. GRAVEL DRIVEWAY UNIT -� I - _ - P ` i / / , PROPOSED AREA OF ADDITION (DASHED) Pos "/ ` z 1 PROPOSED POOL _ 12.7 '' - r' QQ Consultants: - - - FENCE WITH CODE I CHIM. \ �' � - ' � I f , o i COMPLIANT POOL Surveyor: CONC. \ r \ POS // / j / GATE Nathan Taft Corwin III PLAT. \ _BRICK . ' ' 1$ Land Surveyor PROPOSED AREA OF 1 BARBEQUE _ _ _ - - - _ _ -, NEW BASEMENT ENTRY , - ' � TelJ' AMP r . PROPOSED GUNITE SCTM# 1 000-065.00-01 .00-016.000 P.O. Box 16 ' \ I ' - - POST � ' IONIZED HEATED 15 0° PROPO D AREA OF EXTERIOR WORKE - 'oo POOL WITH Jamesport, New York 11947 PROPOSED AREA OF SETBACK , _ o, SITE PLAN FOR: 2080 Town Harbor Lane, Southold, NY 11971 NEW ENCLOSED \� �' ~ - AUTOCOVER AND STM 1000-65-1-16 ZONED R40 \� INTEGRATED SPA ( )' ENTRY AND STEPS / 1 ! , / r , SOUTHOLD TOWN, SUFFOLK COUNTY, NY SITE PLAN BASED ON SURVEY BY NATHAN TAFT CORWIN III DATED 12/22/2023 °U INFORMATION ALLOWED EXISTING PROPOSED I v l / � AA4Aq/� r / 18 EXISTING 3 STORY SINGLE FAMILY / /! \ ' LOT AREA - 77,060 SF - i , �3 RESIDENCE LOT DEPTH (FT) - 319' - 7 1/4" o m ,� _ = m \ - - I !� - ! } - vJ LOT WIDTH (FT) - 229' - 2 3/4" � Cn- - - - - - > - - - - - - - T - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z1s LOT AREA BUILDABLE (MINUS EASEMENT) 25,251 SF m X / i5 MIN. FRONT YARD (FT) 5c, 71' - 3" - I ! Z �m W 11 � ' �' ' !` 14 Y MIN. SIDE YARD (FT) 15' 35' 35' - 10" - / f m I� '! 13 a MIN. REAR YARD FT 100' 86' - 4 3/4" Architect of Record: Y _ m 1� \� -I / ,' ` ` W MIN. ACCESSORY SIDE YARD FT 20' 13' - 7" _ I SAAC' - RA E ' �12 N ( ) 430 Main Street 0 I / ` ' ! ! ' MIN. ACCESSORY REAR YARD (FT) 20' - - 2nd Floor LL ' _ ' ' � / 1t ALLOWABLE COVERAGE (20%) 5,050 SF - - Contact: Isaac Clrt NY ay 4�offe R.A. Y Y NYS LIC#039767 1 � 1 j � �om/�' / w 0 IIA t LIGHTHOUSE r �o/!,'!/ ! TOTAL EXISTING COVERAGE - 6,004 SF - T. 347-276-6093 E. cla isa -r 15' VEGETATED NON- a II \� 'o, ' !/ //1 /`10 / / , TOTAL PROPOSED COVERAGE - - 7 183 SF Y@ ac ae.com TURF BUFFER , I �\ /, ,, / / / ,9 LANDWARD OF THE ° I ' ! !/ Project: TOP OF BANK \O Y EXISTING CONC. II \\ '1�;;',;,;;;8 ALLOWABLE GROSS FLOOR AREA (GFA) 6,953 SF - - CJ BASE AROUND FLAG O r / �'/ '/ ii'/7 Town Harbor Lane EXISTING STONE Q 1 \ - - BELL STAND m POLE , , �' TOTAL EXISTING GROSS FLOOR AREA - 5,290 SF - '/ / / / f 6 e W ; , 2080 Town Harbor Lane '2 2 F BUFFER! - / , s ss u - - - - Southold,17 - - Sout o d New Y 1 a York 11 - - - / EXISTING 0 971 S G GFA R- - G OUND FLOOR o 00- - - - 2 7 17 F - S �'f P F BANI(,DASFIED A ,O O - J , _ - CONC MON. , , - - - Project No.: DRY STACKED - - - - - - - - - - - - - - - Y \.`�_ - _ _ _ - -_- -_ - EXISTING GFA SECOND FLOOR - 1,487 SF - I R-02 WALK- - ' EXISTING POST AND RAIL FENCE- -WOOD STONE WALL 0.8'W - - - - - - - -. - - _ _ _ -_ -WOOD STEPS - '_ I _ \` ` _ E' - - _ -_ _ - - - - _- _ _ _ - - - -1 - _ _---- - - _ - _ -_ - EXISTING GFA THIRD FLOOR - 1,086 SF - Seal/Signature: _ _ _ _ _ 1°' _ - BULKHEAD_ _ - _ _ - - - - - - - -GRADE BASED ON_\ - - - - - - `'i - - - - BULKHEAD 1.4'W_ -�_ - - - - -- -BULKHEAD0.2'W _ _ - 07E-_ - - - -- - -_- —��— - --`NAVID88MAP _ F`_=_- _=_ _- - - :_, `>J ZOoe), - - - - - - - - - - - - - 8 ~ - - - 7- _ __ _ \ ` \ -_ - - - \ _ _ -I- - - - - - - �J�\Rom oN!�E�B� TOTAL PROPOSED GROSS FLOOR AREA - - 5,385 SF WOOD CAP OVER - 1 STORY _ " WOOD BULKHEAD - C f G C Z VINYL BULKHEAD BULKHEADS CABANA ELEV.4' 1 BULKHEAD 1.4'W \( 0'4'E _ _ i — - — - Q_o`� PROPOSED GFA GROUND FLOOR - - 2,812 SF 22.8' ED At? PROPOSED GFA SECOND FLOOR - - 1,487 SF C. G Y coy Nll G 11 It PROPOSED GFA THIRD FLOOR - - 1,086 SF y 1 1 m 1 ALLOWABLE BUILDING HEIGHT (FT) 35' - - o 1 156.37 DEED D 11 147 70 ACTUAL _ ---- PROPOSED BUILDING HEIGHT (FT) - - EXISTING TO REMAIN TF O 97 �A F N� ° 53, 11 r g 10.W DEED 11 150.001 All up to 80.000 sauare feet of lot area:5,100 square feet plus 5%of the lot area In excess of 40,000 sauare feet up to a total of 7,100 square feet minimum — N 30 J 50 E s 28o5' „ CTUAL_ ' � 2.30' S 300 53'50 W cn _ --- HIGH W ATER MARK Ln - -- (0 ZONING LEGEND ,, N 30°53 50 E o rn 2 Scale: 3/8" = V-0" 1 00 � Z Date: Scale: UNDERWATER GRANT m AS NOTED u1 ��/ � Drawing Title: N o 0 1 PROPOSED SITE PLAN-TRUSTEES FILING O OU-�'HOL SITE PLAN BASED ON SURVEY PROVIDED -� S BY NATHAN TAFT CORW IN III LAND E I E. r Q O L SURVEYOR, DATED DECEMBER 22, 2023 N < OCT 31 2024 Drawing No.: 0 N r- T PROPOSED SITE PLAN 1 Scale: 3/64" = V-0" e NOTES GENERAL NOTES: DRAWING ISSUE 1 . EXISTING CABANA STRUCTURE TO REMAIN, TO BE REPAIRED. 2. RECLAD EXTERIOR WITH LIKE IN KIND MATERIALS. NO. DATE ISSUED FOR C N F A I N S. / 2 4 Us E I IN � 2 10/18/2024 TRUSTEES FILING - RESUBMISSION 4. ALL EXISTING WATER/PLUMBING ELEMENTS TO BE REMOVED AND CABANA TO BE DRY STORAGE STRUCTURE. —0 4 5 6 7 8 9 10 11 12 THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. _ _ _ -- _ -- - - - - - - - - --- - - - - - - - - - - - - -- - - - ` - _ - -- - - - - - - -- -- - - - - Consultants: - - - -- - - - - - - - - --- - - - - - - - __ _ _ _ _ _ q Surveyor: _ _ _ _ - - - - _- Nathan Taft Corwin III " - - -- - - - - - - -- - -- - - - --- "- - Lind Surveyor -- - - ----- - - _ __ - A-204.00 _ - - - P.O.- "- _ EXISTING SINK TO -- ' - - - - _ EXISTING OUTDOOR Bo - - - - - " BE REMOVED. - P.O. Box 16 SHOWER TO BE REMOVED. ort, New York 11947 - - - - - - - - - - - - ---- - -- - - -- - - - - - -- - - --- -- -- -3" 9'-311 _ " 6'-011 - - - - - - - - - - - - - - - - - - - - - -4'-011- -- - --- - - - - -3'-011- 2'-311 1011 3'-011 21_2 - " - - - - --- 9 - - I.,I , Sill H = 3'-4" _ _ jtl co i ! i i. i1! 1.I! !N � �' i Sill H 4'-6,1 i Jidl N M 7'-1" CLG � ,- I I . .;. I.. i —�' 00co i 22 SF i ; i , ; ; 11 ,1 i _ j.k l Anchitect of Record: 2 6 3 6 j . _.1 s + i' i i ! ! E [� !t s ! in d oco 7' 1" CLG 01 --- --- 311ii.�1Y !`td ;; .:. �.I _ 1 1 II ----- i - ISAAC RAE 0o r` c� 7'-1" CLG II, i oI.Fi.11. l !i� ,j I 2 ——————————— I I ., r d Ts=;..I+ I .,I ..�,�I �.. i l fi i II€ , 430 Main Street — 72 SF b. 2nd Floor 68 SF Greenport NY 11944 7'-1" CLG =;. E� ;!.{ 3 .I s` 204.00 'I I ` -r Contact: Isaac Clay Coffey R.A. A-2O4.0 2 22.5 S F .i. i ! ;, ,. V z cv 1. ! ..I iz .,. . NYS LIC#039767 N tl ii� ( j ss3 if ;i i i `I I) I� ! ;:; it ji s� � i i� �•� -501.0 cv Sill H = 3 -10 Sill H = 3-4 - ;. ;> E i i €_. i ` T. 347-276-6093 E. clay@isaac-rae.com t. :, f E I.-��^ � .. !I i[ i i i E !I s; Isl € I` ! �..1��. �.�.: J'� �-�-3 Project: -E tf tY EE EE €E {s'} � 1 I� 4 �3 ,i ; S €,iE i � s ; EI 3€ ; . t Town Harbor Lane I i E € 7 Ill ti E t�,1 I 4, €1.I 3 Ys. �, c..;t I, i..}_. �.`i..}. !' r� .1... .i.i / I! (3 i ; l.. f.i. 2080 Town Harbor Lane - ii,k , 3i # � ; `piil i Southold, New York 11971 I. 261 01, i Ij �` € € � " + i , 'T: y , I ; Project No.: 1 11 I R 02 d b j.f s s€—t t f ` ' ¢ f�.>} .r t I I i 1 }. I [j i l; ; Seal/Signature: I ,1 I 9I .l.,i 3 ; }. ;.... ,..�. 1l ,i It A,((Sj It 'i..Nj i II €EiL� .p.�.j.� A-204.00 " EXISTING WOOD p .� � �e € ,E ;` .; BULKHEAD TO A yi 26-9 li :1 !.' II ', 1.1 'r , ,� REMAIN ; S A , 4111 10 REFER TO A-501 FOR ti SCOPE OF WORK AT DECKING AND STAIRS 1, 39T6� �p Date: Scale: AS NOTED n Drawing Title: N EXISTING CABANA PLAN M EXISTING CABANA PLAN T ' 1 Scale: 1/2" = V-0" N Drawing No.: o N T 0 i......... NOTES GENERAL NOTES: 1 . EXISTING CABANA STRUCTURE TO REMAIN, TO BE REPAIRED. DRAWING ISSUE 2. RE LAD EXTERIOR LIKE IN KIND MATERIALS. NO. DATE ISSUED FOR 3. CONTRACTOR TO VIF ALL DIMENSIONS. 4. ALL EXISTING WATER/PLUMBING ELEMENTS TO BE REMOVED AND CABANA TO BE DRY STORAGE STRUCTURE. 2 10/18/2024 TRUSTEES FILING - RESUBMISSION 1 4 5 6 7 8 9 10 11 EXISTING DOOR 12 TO REMAIN; SCREEN DOOR TO EXISTING WINDOWS TO BE REPAIRED IN REMAIN KIND EXISTING 0 OUTDOOR SHOWER TO BE REMOVED II II EXISTING WINDOW TO REMAIN THIS APPLICATION IS APPROVED ONLY FOR WORK I I INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL II I I OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR EEJI I TO BE CONSIDERED AS EITHER BEING APPROVED OR IN I I ACCORDANCE WITH APPLICABLE CODES. � II II II Consultants: FT �_� Surveyor: —��—� � �—� � �—��—��—� � �—� � �—��—��.�� --�� —��—��—��—� � �--��—��—��—��—� � �—��—��—� Nathan Taft Corwin III Land Surveyor P.O. Box 16 Jamesport, New York 11947 3 CABANA EXTERIOR ELEVATION 3 CABANA EXTERIOR ELEVATION 4 Scale: 3/8" = V-0" 4 Scale: 3/8" = 1'-0" Architect of Record: NEW SHINGLES OR I SAAC - RA E GALVANIZED METAL 430 Main Street ROOF SHINGLES, TYP. 2nd Floor Greenport NY 11944 EXISTING WINDOW TO Contact: Isaac Clay Coffey R.A. NYS LIC#039767 REMAIN T'. 347-276-6093 E. clay@isaac-rae.com Project: EXISTING STAIRS Town Harbor Lane & DECK TO BE REPAIRED; 2080 Town Harbor Lane REFER TO A-501 Southold, New York 11971 — > EXISTING Project No.: EXISTING nl WINDOW TO IR-02 WINDOW TO r REMAIN REMAIN Seal/Signature: T T G4 qRC =1 I I=1 I I=1 I =1 11=1 11=1 1=I I =i 11= I =I 11=1 11=1 1= 11=III=1 1= 11=I 11= 11= 11=1 1=I I 1=I I =1 11=I 11 1 I I= 11= 11=I 11=1 11=1 11 11=1 1= 11=1 11=1 I =1 11=1 I °FT4 I- -1I— �I II�II I IIi► I I II- II I II_- II I II=II I II=i I 1=1 I 1=1 11= I IEEI I I-1 11=1 I =1=1 I 1=1 11=1 11=1 11=1 I I-1 I I_I I 1=1 11=1 I 1=1 I 1=1 I 1=1 I I Date: Scale: III III—III—III—III—III—III __III—III—III—III—III—III—III—III—III—III—III—III___ AS NOTED m Drawing Title: LO &i EXISTING CABANA EXTERIOR ELEVATIONS W N CD N Drawing No.: T 2 CABANA EXTERIOR ELEVATION 2 CABANA EXTERIOR ELEVATION 1 T AV 1 Scale: 3/8" = V-0" Scale: 3/8" = 1'-0" NOTES DRAWING ISSUE NO. DATE ISSUED FOR / 2 2 4 US E I IN 1 2 10/18/2024 TRUSTEES FILING - RESUBMISSION 4 5 6 7 8 9 10 11 12 6 5 EXISTING WOOD -501.0 -501.0 RAILING TO BE REPAIRED IN KIND EXISTING WOOD STAIR TO BE REPAIRED IN KIND EXISTING WOOD EXISTING WOOD WALK TO BE STAIR AND REPAIRED IN KIND _ HANDRAIL LANDING 0 15.1 DOWN TO BAY EXISTING WOOD TO BE REPAIRED GUARDRAIL TO BEIN KIND REPAIRED IN KIND _ I— EXISTING WOOD EXISTING WOOD I7 GUARDRAIL TO BULKHEAD TO BE REPAIRED IN REMAIN THIS APPLICATION IS APPROVED ONLY FOR WORK KIND TB 6.9H-1—�— — INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR EXISTING WOOD TO BE CONSIDERED AS EITHER BEING APPROVED OR IN _ STAIR DOWN TO BAY E EXISTING WOOD TO BE REPAIRED IN - CABANA F.FL. I— — —1 —) ( I—I ( — — ACCORDANCE WITH APPLICABLE CODES. KIND r STAIR LANDING 1 7.3 - - STAIR AND � —_ HANDRAIL =� i III—I I I I —i -1 I IIII—III I III—III_ DOWN TO BAY I 9'-,01/4 7 51/4 — (— _ TO BE REPAIRED IN KIND i �( � (— _ _ _—III— I I—) I (—III—� Consultants: Survey I— —I I —III—I I IIII—III— __ 3-O" Nathan Taft Corwin III Land Surveyor I FE1 I I=1 11=�=I I I= I I —III—I 11= 1 I I I—I I IA ! — 1 I=I I I—I —I—I I I—I I II 1=1 I I—I I =I 11= 11= I MI 11=I I M I 1=1 I I=1 I I=1 P.O. Box 16 �I I (_� (=� I (—� I �—) ( (— -III=1 I I=1 I I—III=1 I I=1 I I 1 =1 I I : I 1=1 I _ 1-111-1 11-1 11-1 11-111-11 1-1 11-11 1-1 11-111-1 11-1 11- Jamesport, New York 11947 3 STAIR ELEVATION 2 2 STAIR ELEVATION Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" ' ---- - - - -- -- - - - - - - - - - - -- - - - - ! l - -- EXISTING SPLIT RAIL 3'-2" �— FENCE TO REMAIN X X _ - -- ---16 TOP OF BANK Architect of Record: - - - I SAAC - RAE _ --- - - - - - - 430 Main Street WOOD STRINGER _ ROUTED TO _ ? - - - - - - _--- 14--- 2nd Floor RECEIVE TREADS � - - - -- -- - - - - - - - ----- - -- --- - - - - - - - - - -- - - - -- - Greenport NY 11944 SOLID WOOD ` - -_ - - - - _ __ _ 13_ _ _ EXISTING 24 SF WOOD Contact: Isaac Clay Coffey R.A. 0 0 TREAD _- - '_ _ - - - - WALK TO BE` -- NYS LIC#039767 0 0 2X WOOD _ REPAIRED IN KIND NAILING BLOCK -'' I --- - —12- -- T. 347-276-6093 E. clay@isaac-rae.com 13 Project: 2X4RAILING - - - - - - - - - 4 11 o Harbor Lane CAP _ _ -- — _ - - -501.0 —'— '- - —i co— - - - - - - --- -:_501100-•10-- - Town H r 2080 Town Harbor Lane C� EXISTING WOOD Southold, New York 11971 _ _ A- STAIR DOWN TO BAY _ _ _ __ _ _ _ _ _ _ _ - - _3'-73/8"_� TO BE REPAIRED IN Project No.: __ __ KIND IR-02 STAIR STRINGER DETAIL 6 s 8 Seal/Signature: Scale: 1 1/2 - 1 0 NEV WOOD 4X4 RAILING 4 .; UP %4 : •�':"�'."j'� '�- `: .;�!'."�,. � �� GUARDRAIL AT EDGE EXISTING CABANA `. §: • '', ' POST ;' `;# ` €+:.I OF THRU-FLOW DECK a STRUCTURE TO 2X4 MID RAIL REMAIN, REFER TO TO MATCH EXISTING 4X4 TIMBER `.a-;l 'k., `' - TYP. �_9,eD A) + ;': A-104 AND A-204 ,, C COLUMN N :., .:;" `;'_`'" .,j` r 7 1 STORY CABANA jI;A,L7, ?, sti,{-,- •''-- r Y , G [STRUCTURE TO REMAIN] ; r 94 SF NEW THRU- SIMPSON i� ii,} F.FL 7.8 �9' �f� , ::.,>.::Y;, ;.:,: �^ , FLOW DECK WITH STEEL +., , v", �; .ti �d; .,} T r r , EXISTING WOOD .e. ;, ' ` E §.' CABANA ENTRY STAIR —L SADDLE - BRACKET BULKHEAD TO TYP REMAIN; Nam" 26'9" .*.. ;tTd # `'y :1'.: r G WOOD _ ) TB 7.4 EXISTING W —I WOOD ' `„ .`.,,, r N� 397 O� BB 3.5 -M." ,..,,. ;�:: , �,� � BULKHEAD TO � STRINGER ':. . ;j`sjt+ ' '- t `'j REMAIN; O E ':i : 1 F GALVANIZED , ,i, js,.kF ROUTED TO - _ � ;1�;�� . �.; , �,I�;�,. — TB 6.9 LAG BOLTS RECEIVE t, .¢r"l ; s 2 BB 4.6 , — d °' --_ TREADS I I i i � _ > WOOD SOLID .:: x, ; >�° n L ANCHOR LT CAOST IN TREAD REPAIRED IN " a NG WOOD 2'-3 1/16" STAIR DOWN TO BAY Date: Scale: _ 33'4 15/16" TO BE AS NOTED _ KIND ;'�.. _ — FOOTING 2X WOOD Drawing Title: NAILING BLOCK EXISTING WOOD 3 9 DECK TO REMAIN 1 CABANA STAIR DETAIL LO A-501.00 T , J co oDrawing No.: N COLUMN DETAIL STAIR DETAIL ENLARGED CABANA STAIR PLAN pa 0 5 Scale: 1 1/2" = 1'-0" 4 Scale: 1 1/2" = 1'-0" Scale: 1/4" = 1'-0" T SOUT..HOLD TRUSTEES No, 10(04 S Issued To Fft%jkGnwe'I KoMuin Date . Address. - . 20A0. "down "arbof Lc n�. Sok`1�o11 THIS NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFICE JOWN OF SOU,THOLD SOUTHOLQ, N.Y. 11971' TEL. 765-1892 Glenn Goldsmith PresidentS1�FFQj'' �0 CD Town Hall Annex A.Nicholas Krupski,Vice President. y,�� Q, 54375 Route 25 Eric Se enoski o �' P P.O. Box 1179 Liz Gillooly OnoO • Southold,NY 11971 Elizabeth Peeples 'y,J�O ap!y;}� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Isaac Rae on behalf of Topaz Page-Green and Emmanuel Roman TO: Please be advised that your application dated June 28, 2024 has been reviewed by this Board at the regular meeting of September 18, 2024 and your application has been approved pending the completion of the following items checked off below. X Revised Plans for proposed project (see attached) Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1 sc Day of Construction ($50.00) % Constructed ($50.00) X Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) X 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: Final Inspection Fee = $50.00 TOTAL FEES DUE: $ 50.00 BY: Glenn Goldsmith, President Board of Trustees Revised Plans Depicting: • Dry storage structure on beach with no water or plumbing; • Platforms associated with the stairs not to exceed 100sq.ft in size; • Deck surrounding the dry storage structure be constructed with thru-flow decking; • 15' vegetated non-turf buffer landward of the top of bank; i SITE PLAN BASED ON SURVEY NOTES PROVIDED BY NATHAN TAFT WROUGHT IRON - ENTRY ARCHES BY 32p 00 CORWIN III LAND SURVEYOR, OWNER; NEW DATED DECEMBER 22, 2023 FOOTINGS/POSTS - -- & INSTALL BY GC DRAWING ISSUE NO. DATE ISSUED FOR AP 1 6/24/2024 PRELIMINARY BID SET WROUGHT IRON P 11 ENTRY ARCHES BY o /� AF 2 8/13/2024 BID SET REVISIONS EN P1�gOX T OWNER; NEW DGEOFPAVEM p� M 3 9/16/2024 NATIVE VEGITATION PLAN FOOTINGS/POSTS \` 44/ 5 & INSTALL BY GC oEae� o ' o G NE ` / z 6 EyvST1N O ,. Z \ �2 7 a / M i o o 6 8 41, L tr 2 W :, � G? /, 0) Q 9 co 10 12 to HIDDEN SERVICE �� PARKING SPOT 1°3V3O ' 7 Revisions X HEDGE R/ONl Mpd41 _g EXISTING , - J �\ t_� �I '� ,- a ,� a� C LEGEND: Revision OIILPFILL g cHIM. ELEC. / j I O Number Revision Description Revision Date GO �4., METER 11.8'- 41 1 STORY O m z I FRAME ` j .I p , , /0 fi/� Q _ GARAGE 1 48'0 OAT 41- 27 0"MIN. j .....r .................... .....-..... ........ . �\b .. ° ::PATH AY FOR STAFF - N BETWEEN BUILDINGS _ — 1-- 13/r$ACh 2 cfl ; f - ' �r: / EXISTING IV __ i�_ J! 6 Sig„ �`� o r. /, f EVERGREEN TREE i 12'-0" T-0" �4 -- ........ a� THIS APPLICATION IS APPROVED ONLY FOR WORK 'p 0 ri , / PROP. INDICATED ON THE APPLICATION SPECIFICATION SHEET, ALL - ! / OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR r , SPA � TAN �� •/ � �- A/C FRAMEY POOL �o� Y / ` .`4r % TO BE CONSIDERED AS EITHER BEING APPROVED OR IN UNI GARAGE LBA ; o I ! �' / ACCORDANCE WITH APPLICABLE CODES. Q -- - ----- 40'6 1/2" I W <u l POOL CENTERED 2 I ON MAIN HOUSE SETBACK I EXISTING Consultants. 12.7' I ' cHIM' � �/ o DECIDUOUS TREE Surveyor: I .GONG. \ /' ' 1 1 ; ."' t Nathan Taft Corwin III PLAT. Land Surveyor ' + BRICK, r ` MAPLE'-BARBEOUE P.O. OX 16 ' Jamesport, New York 11947 '/' EXISTING 1. SWING _..._ I < z � CUTTING' I y STEQ �<� I GARDEN 660 SF AREA ' ANNEX MAIN HOUSE LAYOUT TBD CD I 2V-7" I 44.4' i _... \� i MEADOW ` / TREE/SHRUB TO BE z VEGGIE 532� / REMOVED = t ARDEN I ' G) ( I HERBS 198 SF / m I TOTALBEDS � 1 o IL _ _ —- ! _ _ _ _ _ _ _ - Architect of Record: ARBORVITAE I SAAC RA EY CHERR THUJA 'GREEN DD 430 Main Street--Q ! 2nd Floor I O I / I 0 / SEP 1 8 2024 Greenport NY 11944 C3 ' •) '�° Contact: Isaac Clay Coffey R.A. r ,% � NYS LIC#039767 1 < T. 347-276-6093 E. clay@isaac-rae.com LIGHT HOUSE <U �' �� O LU y BAYBERRY MONTAUK DAISY C E AROLINA ROSE AMERICAN BEACH GRASS (AMMOPHILA -- �' MEADOW I .- myrica pensylvanica Nippon daisies (Project: rosa Carolina BREVILIGULATA) , SEA SIDE GOLDEN ROD t 5,321 SF I I (SOLIDAGO SEMPERVIRENS) SPOTTED BEEBALM CONC.BASEAROUND Town Harbor Lan FLAGPOLE AREA BETWEEN TOP OF BANK AND (MONARDA PUNCTATA) PRICKLY PEAR ( OPUNTIA e ROOF OVER ��J 111 %� BULK HEAD TO BE REVEGITATED WITH r3UMIFUSA) 2080 Town Harbor Lane NATIVE VEGITATION (3,775SOFT) EL E�eTL,N�_ _ _ _ _ - _ ' � 7' Southold, New York 11971 BENCH I I y I CONC. ON. (Project No.:I I - - --- -- ---- ---- -- ---- --- -- ---- - 0 DRY STACKED .. STONE WALL 0.8'W' POST AND RAIL FE - ------ FENCE I i TOP OF HANK I I I Seal/Signature: BULKHEAD BULKHEAD 1.4'W I — 07E BULKHEAD 0.2'W J Q Y cl� J _ WOOD CAP OVER BULK S'TORy ROCKS 1 ------------------ ------------------------------------- ---- - VINYLHEADS --------------------------------------------------------- ------ VINYL BULKHEAD BATHI HOUSE WOOD BULKHEAD BULKHEAD 1.4'W I V �tu0 _ GOOD O - O 2 �FtE D ARC,y I I �. - - -22.8_ ,Cd A 000 - II \c�� GC-AY CC), >> d EXISTING BANK TO BE CLEARED OF NON NATIVE JAPANESE KNOT WEED � N O ENTIRE BANK TO BE RE VEGITATED. TOTAL 3,775 SOFT ENTIRE AREA OUTSIDE OF NYS DEC JURISDICTION m 156.37,DEED r c I 147.70' ACTUAL '9�� 03976� 41 �. pF NE r I , �� = 150 QQ � ,� EXISTING CABANA r30° 53� 50 S 28°58'10"W DEE'.D --- J , „ gCTUAL 2.30' S 30°53 50 W - - — — — — HIGH W ATER MARK I I „ E � � LMS-711 , I N 30°53 50 p EXISTING BULK HEAD I O j0 - - - - - - - - EXISTING STAIRS I Date: Scale: Z UNDERWATER GRANT ' I AS NOTED Drawing Title: -NOUTHO �D 'BAY � v� PROPOSED SITE PLAN - Cal lout 1 PROPOSED SITE PLAN ACCEPTED OPTION co o 0 3/32" = 1 -0 T - Drawing No.: N O co PROP�-O SED SITE PLAN _ - 3/ 44" = 1 " Hobson, Thomas From: Isaac Clay Coffey <clay@isaac-rae.com> Sent: Monday, September 16, 2024 5:16 PM To: Cantrell, Elizabeth; Hobson, Thomas; Gillooly, Liz; Margot Rae; Brittany Nargi Subject: 2080 Town Harbor Revegetation plan Attachments: 240916_2080 Town Harbor Lane_NATIVE_PLANTINGS.pdf Hello Trustees, I hope you're having a nice week and a good meeting. prior to our public hearing we wanted to submit our proposed revegetation plan for your review.The goal here is to remove the Japanese knotweed,and to replace that with largely native/naturalized plants. We are happy to chat if you have any questions. All the best. Clay Isaac Clay Coffey R.A.-AIA Founder e:clav@isaac-rae.com t:347.276.6093 Isaac-Rae Studio Coffey Architecture PLLC Greenport, NY isaac-rae.com ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. E EVE FDC 1 7 2024 U SOut WTown 1 awofTmsftes _ SITE PLAN BASED ON SURVEY NOTES PROVIDED BY NATHAN TAFT WROUGHT IRON e`W;�* \• Oo' _ CORWIN III LAND SURVEYOR, ENTRY ARCHES BY 320• DATED DECEMBER 22,2023 OWNER;NEW \ FOOTINGS/POSTS "1 J — P DRAWING ISSUE 6 INSTALL BY GC [!o� WROUGHT IRON �J �^ �i I N0. DATE ISSUED FOR WROUGHT RCHES Y .{ ��` ~� 0- e�J s en312024 BID SET REVISIONS ENTRY OWNER;NEW FOOTINGS/POSTS , IEJ+ 3 3+162024 NATNEVEGETATIONPLAN ,}. a b 5 &INSTALL BY GC n, �, // o ! S E P 1 7 2024 ; cxs ob 'f e /3 m\a 11 9 n io V f SWAVOWTOWO u BW O TM.1m '� � Revisions , — eT.A'�e I I � _ • ��` Revision ua - cl•L �GPu J II 6,. LEGEND: Number Revision Description G Revision Date� i AZ 2 - - so.o• D OAZ r �'-0--,--_MIN- - , k0y� may,•^ NI EXISTING c EVERGREEN TREE TILLS APPLICATXIN LSAPPROVED ONLY W R WORK D ❑ m ~ O �^ r` NDICATEUONTHEAPPLIGTIONSPECIFICATIONSHEET.ALL O \.C� M EEEMNSIDRS CRINOR EDASE ERBEINGAPPROVEDIN r / ACCORDANCE WIIN APPLICABLE LODQ ETBK% 2 AC L� -� G D •1- a y7 EXISTING �' `"f'` -� / DECIDUOUS TREE Corsuhams: Surveyor: Nathan Taft Corwin III a„• MAPLE ' �, Land P.O.Box Surveyor Jamesport,New York 11947 EXISTING SHRUB 6EAREw � \ te'-D- -�— \ TREFJSHRUB TO BE sue - REMOVED , Roes , F;' ToiueuRns , ' � __________________________________!___.v_____ Arehiteel of Record: I i = ARBORVITAE ISAAC - RAE CHERRY m THUJA'GREEN GIANT 430 Main Street 0 2nd 0 O o Gre Floor Greenport NY 11944 Contact:Isaac a S O O NYS UC#0 9767ay Coffey R.A. ueer,ousE .S T.347-276-6093 E.clay@isaac-rae.com BAYBERRY MONTAUK DAISY CAROLINA ROSE AMERICAN BEACH GRASS(AMMOPHILA /J N myrica pensylvanica BREVILIGULATA Nippon daisies Project: sW3zISF sF m rose Carolina ),SEA SIDE GOLDEN ROD (l\ sa a $� _1 _ (SOLIDAGO SEMPERVIRENS)SPOTTED BEEBALM y _ AREA BETWEEN TOP OF BANK AND (MONARDA PUNCTATA)PRICKLY PEAR(OPUNTIA Town Harbor Lane BULK HEAD TO BE REVEGITATED WITH HUMIFUSA) 2060 Town Harbor Lane NATIVE VEGITATION (3,775SOF) Southold,New York 11971 �c Project No.: IR-02 s,or'r<�w.ioew Sea T.Por avw — ws,•xo R.droee y' / I// \ — I \�/ / j� VSignatum: — vwOOD..awwe.0 uuENtEPos DauKKeAn UQ _ / - _ _ _ — _�� cbF -_-- - - - — - - - - 1 EXISTING BANK TO BE CLEARED OF NON NATWE JAPANESE KNOTWEEO ENTIRE BANK TO BE RE VEGOATED. TOTAL 3.r SOFT ENnAE AREA OUTSIDE OF NYS DEC JURISDICTION _ 147 r __ —1.I 30°53'50'E '�"10 W ACTUAL 150.00' - E%LSTNG CABANA'- \ .30' ^53'50' uERo`r'*� rn — 2 S 30 � ,vKw Z 1 J� � ______ EXISTING DECK � N 30'SS50'E o o° EXISTING BULK HEAD o� --- EXISTING BTAIRB � Date: Stele: _ — Z * ��TIe +^ � OmWo-grue: IL SOUTHOLD BAY w PROPOSED SITE PLAN - Callout 1 PROPOSED SITE PLAN ACCEPTED OPTION oa— oom n N DmWrg No.: 0 PROPOSED SITE PLAN A-000 3/64"=V-0" Glenn Goldsmith,President g11FF0(,��0 -0G Town Hall Annex A.Nicholas Krupski, Vice President c� y� 54375 Route 25 Eric Sepenoski y x Liz Gillooly o � P.O.Box 1179 Elizabeth Peeples Southold,NY 11971 ��l �a� Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: l Completed in field by: r �a Margot & Clay Coffey on behalf of TOPAZ PAGE-GREEN & EMMANUEL ROMAN requests a Wetland Permit for the existing 2-Y2 story dwelling and to perform repairs consisting of replacing windows and doors in-place; replace existing seaward side deck, railings and stairs with new slightly larger deck; reconstruct existing east porch landing, railing and stairs in-place; reconstruct existing north porch landing, railing and stairs in- place; existing 152sq.ft. lighthouse to remain and repair the interior and exterior where necessary; existing 184sq.ft. beach cabana with an outdoor shower to remain and replace roof shingles, siding, windows and doors; and to replace in-place and in-kind existing upper wood platform with steps down to a partially cantilevered wood deck with steps to beach. Located: 2080 Town Harbor Lane, Southold. SCTM# 1000-65-1-16 Typ f area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code propose ork falls under: hapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: 0 ve rit•� G o 1/h ✓ vtin C. G C' �j vt �. Present Were: G.YdsmithN. Kr�ElPeeples i E. Sepenoski . Gillooly 2080 TOWN HARBOR EXISTING ACCESSORY STRUCTURES PAGE-GREEN RESIDENCE ARCHITECTURE ISAAC-RAE & 2080 TOWN HARBOR LANE DESIGN � II�I�;� , �A!!t _._ .s. .r,-.�e:. f.:,: � l 41t f• ': ''��1�,t�i � 'ft :f}lY�� k r Y W- EXISTING EAST SIDE OF MAIN HOUSE,ONE DECK WITH STAIR • , ONE PORCH LANDING PAGE-GREEN ■ ■ . ENCE Y ISAAC-RAE 2080 HARBOR Y • u � M:1 /2i'�J�•.....,'iV�i/7RYRN�n� �rl ru1 {�•. i 6 RESIDENCE 1 1 1 e .5 MINIM rr --Nowj EXISTING EAST SIDE OF HOUSE,DECK AND DECK STAIR(LEFT) PAGE-GREEN RESIDENCE ARCHITECTURE ISAAC-RAE & 2080 TOWN HARBOR LANE DESIGN 7 i � w EXISTING NORTH AND EAST SIDE OF MAIN HOUSE PAGE-GREEN RESIDENCE ARCHITECTURE ISAAC-RAE & 2080 TOWN HARBOR LANE DESIGN ��tm -`_ o Imo. .f -,N► T - • 4 ,..� Y EXISTING NORTH SIDE PORCH AND STAIR PAGE-GREEN RESIDENCE ARCHITECTURE ISAAC-RAE & 90RO TOWN HARBOR LANE I DESIGN 2 r { T � EXISTING LIGHTHOUSE TO BE RESTORED IN KIND PAGE-GREEN RESIDENCE ARCHITECTURE ISAAC-RAE & 2080 TOWN HARBOR LANE DESIGN IA Aft � '� '} '• ' t.s ~ �r ,� f. ,� ice-`�:-4 EXISr FING CABANA TO BE RESTORED IN KIND,VIEW ONE PAGE-GREEN RESIDENCE ARCHITECTURE . . . . • s i r...._, F t �f ; ' 1 Aildlk .\� EXISTING CABANA TO BE RESTORED IN KIND,VIEW TWO PAGE-GREEN RESIDENCE ARCHITECTURE ISAAC- RAE & 2080 TOWN HARBOR LANE DESIGN f ' k� 4 n. ,e ,e4h n u 7 1 ,J �7 ¢O HOBgRT 4 rs t I r°J To- I ta JW,I,«n R,Nt pJiRIC, i tti-�l a�1 _ t 9 � nonce �ti 5 COUNTY OF SUFFOLK © E sMluJllolo sEcraR NO E w--u�- ------- r ....� --.-- — -- Real Property Tax Service Agency Y R r.�• -•.••... ,� � —_— u.iu --�-- u.m�--n-- }r y caaryGwMrM,.aer.MYttN, N �a 65 p PROPERTY IMP OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ` P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 ecq LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: September 17, 2024 Re", LWRP Coastal Consistency Review for TOPAZ PAGE-GREEN & EMMANUEL ROMAN SCTM# 1000-65-1-16 Margot & Clay Coffey on behalf of TOPAZ PAGE-GREEN & EMMANUEL ROMAN requests a Wetland Permit for the existing 2-'h story dwelling and to perform repairs consisting of replacing windows and doors in-place; replace existing seaward side deck, railings and stairs with new slightly larger deck; reconstruct existing east porch landing, railing and stairs in-place; reconstruct existing north porch landing, railing and stairs in-place; existing 152sq.ft. lighthouse to remain and repair the interior and exterior where necessary; existing 184sq.ft. beach cabana with an outdoor shower to remain and replace roof shingles, siding, windows and doors; and to replace in-place and in-kind existing upper wood platform with steps down to a partially cantilevered wood deck with steps to beach. Located: 2080 Town Harbor Lane, Southold. SCTM# 1000-65-1-16 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the LWRP. The existing 184 sq. ft. beach cabana with an outdoor shower to remain and replace roof shingles, siding, windows, and doors; and to replace in-place and in-kind existing upper wood platform with steps down to a partially cantilevered wood deck with steps to the beach is INCONSISTENT with Policy 6 of the LWRP. 1. A Wetlands Permit was not located in Town Records for the Cabana (Referred to as a Bath House on some of the plans). Retaining the structure in the location set a precedent. 2. What size are the decks landward of the top of the bank? Platforms associated with stairs may not be larger than 100 square feet. 3. Structures in these areas are subject to repetitive loss due to storms, including hurricanes. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney Caroline Burghardt,Chairperson Town Hall,53095Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., September 11, 2024 the following recommendation was made: Moved by John Chandler, seconded by Inga Van Eysden, it was RESOLVED to SUPPORT the application of TOPAZ PAGE-GREEN AND EMMANUAL ROMAN to restore existing 184 sf. beach cabana and 292 sf. cabana deck in kind. Restore existing 152 sf. lighthouse in need of interior and exterior repair. Replacement in- kind of existing windows and doors on the north and east elevations of the main house that fall within 100' wetlands setback. Rebuild and expand existing main house deck on east side of main house by 65 sf. Deck stairs and handrail to be rebuilt in-kind. Rebuild existing stairs and porch landing on eastern side of main house. Proposed railings to be rebuilt, similar to existing north side stair handrail, to be in-kind materials. Repair existing porch and rebuild existing stairs. Located: 2080 Town Harbor Lane, Southold. SCTM#65-1-16 Inspected by: Shannon Wright, Inga Van Eysden, John Chandler Vote of Council: Ayes: John Chandler, Inga Van Eysden, Nancy May, Shannon Wright, Maggie Merrill Nay: Carol Brown Motion Carried SURVEY OF PROPERTY SITUATE SOUTHOLD TOWN OF SOUTHOLD .:•' ,•. ., SUFFOLK COUNTY, NEW YORK 17 R 2.C3!d OAIN °GRATE .:' S.C. TAX No. 1000- 65-01 - 1 6 �..4 , � SCALE 1 "=30' ' • �" „ ' ; DECEMBER 22, 2023 �^` \ MAY 6, 2024 ADD TOPOGRAPHICAL SURVEY �� icy•.�•.';. CERTIFIED TO: TOPAZ PAGE-GREEN ::. ' �', ;i,:•, EMMANUEL ROMAN SPANO ABSTRACT SERVICE Corp. I TITLE No. SP49769-S �•:`: I \ / FIRST AMERICAN TITLE INSURANCE COMPANY 17.8 LOT AREA DATA ''.1: 1P1Pyy x 173 UPLAND AREA 77,060 sq. ft. 1.769 ac. 4. / I UNDERWATER GRANT 15,000 sq. ft. •` O 0.344 ac. TOTAL 92,060 sq. ft. • h l 7 1 �. Y , x i6. \ 1 18.3x .* . /�' 2.1 13 ac. 6. 17 4� / \ d• \ �� •``� `I'' NOTES: 16\ `.�.' \\ ':. ''•:.. •••'':• v' 1. DEED REFERENCES ARE TO DEED LIBER 8331 PAGE 105 . Q 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM x ts.a \ ' '' \ x 78.4 'r �\ EXISTING ELEVATIONS ARE SHOWN THUS: �' �:i; // 1 \ •.r,;�:.' `jJ EXISTING CONTOUR LINES ARE SHOWN THUS: XX- - - - -XX W v F.FL. - FIRST FLOOR G.FL. - GARAGE FLOOR T.B. - TOP OF BULKHEAD • ? x. \ B.B. - BOTTOM OF BULKHEAD / 16.0 �i \ \ 17.5 T.W. - TOP OF WALL x- B.W. - BOTTOM OF WALL 17. / \ \ TEST HOLE 16.9 LAMP x_17-7 \ \\ POST/ \\ 78.2 \\ <' 18.5 x\ \ \ "1 / \ I l \ 18.1 \\\ \ \ :• ` / I / I 1 .3• •' x17.5 \\ x \ 14.5 / x 15.5 x - / 1 t \ \\\ \\\ \ y • •' r.r:,} •;°S' // 15.1 / �1�, x17.3 x17.8 //� Q �`R " ��4"` :/ } . .�• ., 15.4 77. ��'oq� x ••i.^ `V` 15. 15. :_ P/°¢•.pp 'a ` � / ' h J, ^� O• .. • •••. y '• 15.6 ..•`�j4'J �J2T 0 s• a• / 18.8 5.?. ��' G'.r??•' •.°' .. y ' '�. :, e`./•'•d 17 �� 0 'hhh4° ... � � M l 6• qle..• '• ^'' x CP � v•/ p} e ,y F STo�s ' • •. :••4'•' : �• :`?� ry .ry ��, Ito I "Csy 18.1 \ \\\\\\\\\II `- c 4 R •• ..•`-,.• •. a. ti`fa. two`' , Gv x J 1 1\ \ '��v a a / 4. , 4Rq��.1 ry :.;• e:• 'e:. 15.8 x J3 `� x 17.7 \\\\ 1ml 11� 24/ I0 6• "•' rrFF �` ., 4• / �" � �" ti��P F`,�' \\ \ �y� ��'' ti // %I II ill ~H x w�1F'STO,P p � �`� X '.6 l�� w�O 178 \ \ GSFF '� / ////// s.s 3.7 16.4 C �' x 15.8 �P/Ch' �• 0 AC01,`p`°Sx s. qGF �% oFpG / `a�c sa• 0 �a ,x .0 Sio A°�oQ \\ 77.sx \6 2O�� 4 4YF 8• h C �O ^/-3 17-4 44> \sir• \ _/ (( // `� '°(o°Ip� NF x 's• a�4 „you w. 16.6 U o➢ �00K \\ /�•�� //// // /�•� , S7 x 16.2tK ,yo �' 17.7 !n x 17.4 \ 16.0 16.9 zz 17.4 �CZ4 i x17.5 7 �000 16.9 I / °��//// / //// v 110 17.0 X 17.0 S �O k' x 17.5 6(�?� / / //41 0 / / At L3.5 a0Q ' UNDERWATER GRANT 3 / / O / ry so 10 ohm OM FFa (iq� Gi ? ,� PREPARED IN ACCORDANCE WITH THE MINIMUM O / STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ++ `� BY THE L.I A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. + 159 06 .h 015, OQ `J N.Y.S. Lim. No. 50467 Nathan Taft Corwin ill UNAUTHORIZED ALTERATION ADDITION THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. �--� � � r.., � �� i ' OF THIS SURVEY MAP NOT BEARING :-- '_____I_w Land Surveyor THE LAND SURVEYOR'S INKED SEAL ORr EMBOSSED SEAL SHALL NOT BE CONSIDERED ICI 1 ; TO BE A VALID TRUE COPY. 1.I 1' ,1 Successor To: Stanley J. Isaksen, Jr. L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN L JUN 2 8 2024 Y ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND S00 01d Town TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Bmrd of Trustees OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 THE EXISTENCE RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. NOTES = 2080 TOWN HARBOR LANE 1 NO. DATE ISSUED ISSUE SSUED FOR - - SOUTHOLD NY 11971 1 6n 92024 TRUSTEES FILING SCTM# 1000-065.00-01.00-016.000 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION SHEET LIST 2 3 1.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OFTHE 2020 INTERNATIONAL BUILDING CODE AND 4 SITE PLAN FOR:2080 Town Harbor Lane,Southold,NY 11971 WILL COMPLY WITH 2O20 NYS RBC&20181BC REQUIREMENTS,AND THE BEST TRADE PRACTICES. SHEET# SHEET NAME 6 STM 1000-65-1-16,ZONED R40 2.CONTRACTOR SHALL BE HELD TO HAVE VISITED AND EXAMINED THE PROJECT SITE BEFORE 6 ( ) SUBMITTING HIS PROPOSAL SO AS TO FULLY UNDERSTAND ALL EXISTING CONDITIONS RELATING TO THIS 7 SOUTHOLD TOWN,SUFFOLK COUNTY,NY WORK.THE NATURE AND SCOPE THEREOF AND THE FEATURES AND DIFFICULTIES THAT WILL AFFECT ITS B EXECUTION.NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA AND/OR MATERIALS REQUIRED OR FOR T-002 GENERAL NOTES INFORMATION ALLOWED EXISTING PROPOSED DIFFICULTIES WHICH WOULD HAVE BEEN FORESEEN HAD THE REQUIRED INSPECTIONS BEEN MADE.THE 9 _ CONTRACTOR SHALL TAKE ALL NECESSARY MEASUREMENTS FOR HIS WORK AT THE SITE.VERIFY ALL T-003 GENERALSTRUCTURALNOTES 10 LOT AREA - 77,O6O SF - CONDIARCHITIONSECT.AND REPORT ANY DISCREPANCY IN DIMENSIONS OR EXISTING CONDITIONS TO THE T-QQQ COVER SHEET 11 3.THE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL A KICK OFF MEETING HAS BEEN HELD AT THE 12 LOT DEPTH(F7) - 319'-71/4" - PROJECTSITEWITH THE OWNERAND ARCHITECT.THE A-001.00 PROPOSED SITE PLAN TRUSTEES FILING PURPOSE OFTHIS MEETING ISTO REVIEW THE PLANNED WORKAND TO ENSURE THAT THE WORK IS A-002.00 SITE PLAN WITH ROOF CALCULATIONS Revisions LOT WIDTH '-18" DONE IN ACCORDANCE WITH THE APPROVED PLANS. (FTI 232 4.BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE DEPARTMENT OF BUILDINGS,OBTAIN ALL REQUIRED PERMITS,AND PAY ALL FEES A-104.00 EXISTING CABANA PLAN Rn LOT AREA BUILDABLE(MINUS EASEMENT) 25,251 SF REQUIRED BY GOVERNING NEW YORK CITY AGENCIES. Nu umbember Revision Oescrip8on Rewslon Date 5.THE CONTRACTOR SHALL NOT DEVIATE FROM THE APPROVED CONSTRUCTION DOCUMENTS.THE A-105.00 EXISTING LIGHTHOUSE PLAN&INTERIOR MIN.FRONT YARD(FT) 50' 77' 77' CONTRACTOR IS ADVISED THAT HIS WORK WILL BE STOPPED IF AT ANY POINT IT HAS BEEN DETERMINED ELEVATIONS THAT THE WORK HAS ALTERED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. _ 6.THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT,OBTAIN PERMITS AND ERECT TEMPORARY A-203.00 PROPOSED EXTERIOR ELEVATIONS Y MIN.SIDE YARD(FT) 15' 1 35' 35-10. 35'-10" CONSTRUCTION AS NECESSARY TO SAFEGUARD PERSONS AND PROPERTY.ALL MACHINERY,TOOLS, C.7 SERVICE LINES AND CONDUITS SHALL BE GUARDED,SHIELDED OR BARRICADED TO PROVIDE SAFETY A-204.00 EXISTING CABANA EXTERIOR ELEVATIONS a MIN.REAR YARD(FT) 100' 113'-5" 113'-5" AND TO PREVENT CONTACT WITH PUBLIC. GO7.THE CONTRACTOR SHALL MAINTAIN STRUCTURAL INTEGRITY OF ADJOINING WALLS,GROUNDS AND A-205.00 LIGHTHOUSE EXTERIOR ELEVATIONS PROPERTYAND PROTECTTHESAME FROM INJURY y MIN.ACCESSORY SIDE YARD(F7) 20' - - 8.CONTRACTOR SHALL DETERMINE LOCATION,PF30TECT AND SAFEGUARD ALL UTILITIES ON AND A-501.00 CABANA STAIR PLAN AND DETAILS ADJACENT TO SITE. MIN.ACCESSORY REAR YARD(FT) 20' - - 9.THE CONTRACTOR SHALL REPAIR AT HIS OWN COST ALL EXISTING MATERIAL OR EQUIPMENT DAMAGED A-502.00 MAIN HOUSE DECK DETAILS AS A RESULT OF CONSTRUCTION FOR THIS WORK. THIS APPLICATION IS APPROVED ONLY FOR WORK 10.CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOB SITE CLEAR OF TRASH AND DEBRIS AT A-503.00 MAIN HOUSE BAY WINDOW DETAILS INDICATED ON THE APPLICATION SPECIFICATION SHEET.ALL ALLOWABLE COVERAGE(20%) 5,050SF - - ALLTIMESANDFORTHEREMOVALOFALLCONSTRUCTIONDEBRISFROMTHESITEPRIORTOFINAL OWERMATTERSSHOWN ARE NOTTOBEREUED UPON,OR COMPLETION. A-504.00 EAST SIDE STAIR DETAILS TO BE CONSIDERED AS ERHER BEING APPROVED GRIN TOTAL EXISTING COVERAGE - 11,266SF - 11.MINOR DETAILS NOT USUALLYSHOWN OR SPECIFIED,BUT NECESSARYFOR PROPER CONSTRUCTION ACCOR MCIDEYRHAiP ElitLECNGAP OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. A-505.00 NORTH SIDE STAIR DETAILS TOTAL PROPOSED COVERAGE - - 13,654 SF 12.THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION CF ALL CONDrrIONS AND SCOPE OF WORK PROPOSED IN THIS FILING: ALLOWABLE GROSS FLOOR AREA(GFA) 6,953 SF - - MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA THE CONTRACTOR SHALL DESIGN AND REFURBISH EXISTING CABANA INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS.THE Consultants: TOTAL EXISTING GROSS FLOOR AREA - 5,290 SF _ CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FORANY DAMAGE OR INJURIES CAUSED BYOR REFURBISH EXISTING LIGHTHOUSE DURING THE EXECUTION OF THE WORK. REBUILD AND EXTEND EXISTING EXTERIOR DECK Surveyor: 14.THE CONTRACTOR SHALL LAYOUT HIS OWN WORK,AND SHALL PROVIDE ALL DIMENSIONS REQUIRED REBUILD IN KIND EXISTING BAY WINDOW Nathan Taft Corwin III EXISTING GFA GROUND FLOOR - 2,717 SF - FOR OTHER TRADES(SPRINKLER,MECHANICAL,PLUMBING,ELECTRICAL,ETC.). REBUILD AND EXTEND EXISTING EAST SIDE STAIRS Land Surveyor 15.SPRINKLER,MECHANICAL,PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS REBUILD AND EXTEND EXISTING NORTH SIDE STAIRS P.O.BOX 16 EXISTING GFA SECOND FLOOR - 1,487 SF - LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN- OFFS. Jamesport,New York 11947 16.THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,REPAIRING AS REQUIRED TO PERFORM ALL OF EXISTING GFA THIRD FLOOR - 1,086SF - THE WORK INDICATED ON THE DRAWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. TOTAL PROPOSED GROSS FLOOR AREA - - 5,385 SF 17.ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. 18.THE CONTRACTOR SHALL GUARANTEE THE WORK FOR A MINIMUM OF ONE(1)YEAR FROM THE DATE PROPOSED GFA GROUND FLOOR - - 2,812 SF OF ACCEPTANCE BYTHE OWNER AGAINST ALL DEFECTS IN MATERIAL AND/OR WORKMANSHIP.THE IS GUARANTEE SHALL BE SUBMITTED IN WRITING BYTHE PROPOSED GFA SECOND FLOOR - - 1,487SF CONTRACTOR TO THE OWNER. 19.THE CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE HIGHEST DEGREE OF PROPOSED GFA THIRD FLOOR 1,086SF SKILL,QUALITY AND COMPLETENESS. 20.THE CONTRACTOR,UPON COMPLETION OF THE WORK,SHALL ARRANGE FOR DEPARTMENT OF BUILDINGS INSPECTIONS AND SIGNOFFS AS REQUIRED. ALLOWABLE BUILDING HEIGHT(F7) 35' - - 21.NO WORK SHALL BE DONE,EXCEPT BETWEEN THE HOURS OF 9:00 A.M.AND 5.00 P.M.MONDAY THROUGH FRIDAYS.EXCEPT AS OTHERWISE AGREED TO,NO WORK SHALL BE DONE ON SATURDAYS, PROPOSED BUILDING HEIGHT(F7) SUNDAYS AND HOLIDAYS,AND NO WORK THAT CAN PRODUCE UNUSUAL NOISES THAT MIGHT BE (F7) DISTURBING TO BUILDING OCCUPANTS SHALL BE DONE BEFORE 10,00 AM. 22 THE CONTRACTOR AND ALL SUB.CONTRACTORS AGREE TO ABIDE BY ALL REGULATIONS AS OUTLINED IN THE ALTERATION AGREEMENT 23.THE USE OF POWER TCOOLS SUCH AS PNEUMATIC JACKHAMMERS SHALL BE PROHIBITED 24.PROPOSED WORK SHALL NOT ALTER OR RELOCATE THE MAIN PLUMBING,HEATING AND INTERCOM LINES. Architect of Record: SITE PROTECTION PLAN: SYMBOL LEGEND I SAAC - RAE 1.EGRESSAT ALL TIMES IN THE COURSE OF CONSTRUCTION PROVISION SHALL BE MADE FOR ADEQUATE 430 Main Street EGRESS AS REQUIRED BY NEW YORK STATE,SOUTHOLD TOWN AND SUFFOLK COUNTY 2nd Floor 2.FIRE SAFETY.ALL NECESSARY LAWS AND CONTROLS,INCLUDING THOSE WITH RESPECT TO OCCUPIED slcrOn roam _000n rasarc DWELLINGS,AS WELL AS ADDITIONAL SAFETY MEASURES NECESSITATED BY THE CONSTRUCTION SHALL - Ranwnwn O ts¢oo0xm,ma[I Greenport NY 11944 BE STRICTLY OBSERVED. Contact:Isaac Clay Coffey R.A. &HEALTH REQUIREMENTS.SPECIFICATION OF MEANS AND METHODS TO BE USED FOR CONTROL OF NYS LIC#039767 _ DUST,DISPOSAL OF CONSTRUCTION DEBRIS,PESTCONTROLAND MAINTENANCE OFSANITARY _ ono onrsra FACILITIES,AND LIMITATION OF NOISE TO ACCEPTABLE LEVELS SHALL BE INCLUDED. - ! Q' -Iwo¢avuxwwa.l T.347-276-6093 E.clay@isaac-rae.com 3.1.THERE SHALL BE INCLUDED A STATEMENT OF COMPLIANCE WITH APPLICABLE PROVISIONS OF LAW .I RELATING TO LEAD AND ASBESTOS,AND SUCH STATEMENT SHALL DESCRIBE WITH PARTICULARITY WHAT MEANS AND METHODS ARE BEING UNDERTAKEN TO MEET SUCH COMPLIANCE. Project: 4.COMPLIANCE WITH HOUSING STANDARDS.THE REQUIREMENTS OF THE NEW YORK CITY HOUSING - yam -0-��°'"°"�° MAINTENANCE CODE,AND,WHERE APPLICABLE,THE NEW YORK STATE MULTIPLE DWELLING LAW SHALL Town Harbor Lane BE STRICTLY OBSERVED. 5.STRUCTURAL SAFETY.NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGER THE SITE OR 2080 Town Harbor Lane CONTRACTED WORKERS 6.NOISE RESTRICTIONS.WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICH _ Southold,New York 11971 CONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED MONDAY-FRIDAY 7AM TO 5PM EXCEPT FEDERAL HOLIDAYS _n --_-____ Project No.: _ 7.MAINTAINING ESSENTIAL SERVICES.WHERE HEAT,HOT WATER,COLD WATER,GAS,ELECTRICITY,OR lVI_ ,LVTL.�r,o„ - oa¢crsisw IR-02 OTHER UTILITY SERVICES ARE PROVIDED IN SUCH BUILDING OR IN ANY DWELLING UNIT LOCATED xur ro'a'I-• THEREIN,THE SITE ANC CONSTRUCTION PROTECTION PLAN SHALL SPECIFY THE MEANS AND METHODS SeaU Signature: TO BE USED FOR MAINTAINING SUCH SERVICES DURING SUCH WORK IN ACCORDANCE WITH THE REQUIREMENTS OF SOUTHOLD TOWN&SUFFOLK COUNTY.IF A DISRUPTION OF ANY SUCH SERVICE IS El- O ANTICIPATED DURING THE WORK,THEN SUCH PLAN SHALL SPECIFY THE ANTICIPATED DURATION OF w�umc u�a*w,mn SUCH DISRUPTION AND THE MEANS AND METHODS TO BE EMPLOYED TO MINIMIZE SUCH DISRUPTION, INCLUDING THE PROVISION OF SUFFICIENT ALTERNATIVES FOR SUCH SERVICE DURING SUCH DISRUPTION. ��R00ARO O`r'a a Y oohi ABBREVIATIONS _ AFF ABOVE FINISHED FLOOR Q- CLOSET EL ELEVATION B.O. BYOTHERYOWNER LAM. LmMTE N.I.C. NOT W CONTRACT RA RETURN AR TEL TELEPHONE r7 p N �, 39761 yO�r A.P. ACCESS PANE. COL COLUMN EMEA EMERGENCY GL GLASS LV. LOW VOLTAGE No. NUMBER REV. REVISE/REVISION TJHD. TO BE DETERMINED :-'1 IL a F OF 14 ACWS. ACOUSTICAL CDNC. CONCRETE EQ. EQUAL GRL GRR1E MAIL MATERIAL D.C. ON CENTER B.C. ROUGH OPENING TYP. TYPICAL 1 t ILT 1`l`Ji . _ ADJ. ADJACENT CONST. CONSTRUCTION EQPT. EQUIPMENT GR GROUND FAULT INTER. MAX MA)IMUM OPNG OPENING SCE®. SCHEDULE LLOH UNLESS A/C AIR CONDITIONING CONT. CONTINUOUS EAST. EXSTNG GINS GYPSUM WALLBOARD MECH. MECHANICAL OPP✓OPH OPPOSIIE/OPPOSRE HAND SECT. SECTION OTHERWISE ' AL ALUMINUM DTL DETAIL EXT. EXTERDR HNDRL HANDRAIL MTL METAL Pm. PAINTED ENT. SHEET NOTED . _ APPROX APPROXIMATE ON. DNENSION FINFINISH HDWD. HARDWOOD MN. MINIMUM PARTN. PARTITION SON. SIMILAR V.I.F. VERIFY IN FIELD ARCH. AROUTECIURAL DR. DWR AN.FL FINISH FLOOR WAC HEATING,VENT.d A/C MISC. MISCELLANEOUS Pl. R LID ASTER SC SO CORE VT/VCT BLKG BLOCKING DOABLE FPRF. FNG LREPRGOF H.M. HOLLOW MIETAL MUD& MOLDING PLYWD.,PLY PLYWOOD SQ.FT. SQUARE FOOT VINYL L, Date: Scale: _ QG CERRNG DN. DOWNS.C. SELF-CLOSING HOR2 HORIZONTAL MTD. MOUNTED POS. POINT OF SERVICE SSTL STAPRF555TEEL COMPOSITION THE 1 J U N 2 8 2024 AS- WI WITH CH CEGWG HOW DWG. DRAWN FL FLOOR N. NICHES MIA' MUWON QTY. QUANTITY STD. STANDARD W/O W�� l Drawing Title: CL CENTERLINE FLUOR FLUORESCENT NSUL NSIXAMON �' SfFF1 WD. WOOD FA EACH NOM NOMINAL ST(L0. STORAGE FF 'a CT. CLMEBL THE �- ELECITIG/ELECIIUCAL FT. FOOT/FEET JJL JUNCTION BOX I, NOT APPLICABLE REQ'D REQUIRED ( COVER SHEET o- L� v ..,......__..,.III Board of Trustees Drawing No.: N O N.= T-000 N NOTES GENERAL NOTES PI and cnnlTGnlrc• OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL DRAWING ISSUE CONSTRUCTION NOTES: WIND FRAMING NOTES ROOF FRAMING: SINGLE FAMILY RESIDENTIAL DWEWNG N0. DATE ISSUED FOR it.The information within this set of construction documents is related to basic design 1).RIDGE-TO-RAFTER ASSEMBLY: NAIL NAIL BUILDING USE g ) 1 6/19r2024 TRUSTEES FILING JOINT DESCRIPTION NOTES (SEE ELEVATIONS) intent and framing details.They are intended as a construction aid,not a substitute 1-1l4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. ow. SPACING BUILDING HEIGHT 2 for generally accepted good building practice and compliance with current New York When a collar tie is used in leu of a ridge strap,the number of 1 Od common nails required RAFTER TO B'WALL. COMMON EACH TOTAL SQ.Ff.OF CONSTRUCTION (SEE PUNS) a State building codes.The General Contractor is responsible for providing standard in each end of the collar tie need not exceed the tabulated number of Bid nails in the strap. TOENAIL TOP PLATE 10'WALL:4-M COMMON RAFTER 4 - construction details and procedures to ensure a professionally finished,structurally THE 2020 INTERNATIONAL RESIDENTIAL CODE w/2020 NEW YORK STATE sound and a weatherproof completed product. 2).RAFTER-TO-WALL ASSEMBLY: CEILINGJOIST B'WALL.3-8d COMMON EACH TOENAIL DESIGN CRITERIA SUPPLEMENT: 6 Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in 70 TOP PLATE 10'WALL:small COMMON JOIST 6 2).The General Contractor is responsible for ensuring that all work and construction accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters CElUNGJOISTTO AS PER TABLE 3]- EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES 7 meets current federal,state,county and local codes,ordinances and regulations,etc. or trusses shall be attached t0 the wall top plate and the wall I%plate shall be attached to PARALLEL RAFTER WFCM-SBC LAP NAIL (LIVE LOADS PSF) (DEAD LOADS PSF B These codes are to be considered as part of the specifications for this building and the to the wall stud with uplift connections.Roofs overhanging the rake side of the building 9 should be adhered to even if in variance with the plan. shall be connected with uplift connections in accordance with table 3.3c. CEILING OVER PARTI A LAPS AS PER TABLE 3.7 EACH FACE BALCONIES 50 10 10 RTITION WFCM-SBC LAP NAIL DECKS 40 1 11 3).Dimensions shall take precedent over scaled drawings. 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 34 EACH FACE ATTICS w/Q STORAGE 20 12 (DO NOT SCALE DRAWINGS). Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-sec END NAIL accordance with table 3.3b.When wall studs above d0 not fall in line with studs below,the BLOCKING p.gd COMMON EACH TOE DESIGN LOAD CALCULATIONS ROOF GROUND SNOW LOAD 20 15 Revisions 4).The architect has not been engaged for construction supervision and assumes no studs shall be attached to a common member in the floor assembly with uplift connectors in TO RAFTER END NaL responsibility for construction coordinating with these plans,nor responsibility for accordance With table 3.3. ROOMS(OTHER THAN SLEEPING) 40 10 Revsion RIM BOARD EACH ENO construction means,methods,techniques,sequences,or procedures,or for safety 2-16d COMMON ROOMS SLEEPING 30 10 Num er Revision Description Revision DFf. precautions and programs in connection with the work.There are no warranties for a 4).WALL ASSEMBLY TO FOUNDATION: ro RAFTER END NAIL ( ) specific use expressed or implied in the use of these plans. First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift STAIRS 100 i0 connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALLFRAMING GAURDRAILS(ANY DIRECTION) 200 5).Refer to the Window and Door schedule for exterior openings. foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under JOINT DESCRIPTION NAIL NAIL N SPACING NOTES EXPOSURE CATAGORY (DESIGNED FOR CAT.C) the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets bottom plate,3 inch square washes shall be used With the anchor bolts.Anchor bolt TOP PLATE TO PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION or exceeds manufacture's specifications and applicable codes. spacing Is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE 2-,M COMMON FOOT SEE NOTE:1 ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATES AT JOINTS FACE NAILING SCHEDULE SEE GENERAL NOTE PAGE 7).The General Contractor is to consult with the owner for all built-in items 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: 4-,6a COMMON INTERSECTIONS EA SIDE NAIL such as bookcases,shelving,pantry,closets,trims,etc. EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior sruoro 2-i6dCOMMON 24' FACE � attached with Bd common nails at 6"D.C.at the panel edges and 12"D.C.in the field,and STUD oc NAIL FIRE PROTECTION 8).130 MPH Wind load requirements shall be taken into account during construction. SEE FLOOR PLANS THIS APPLICATION IS APPROVED ONLY FOR WORK 1/2 inch gypsum wallboard on the interior attached With 5d cooler nails at 7"D.C.at panel HEADERTO 16'O.C. FACE SMOKE&CO2 DEFECTORS edges and 10"D.C.in the field shall be in accordance with the length requirements specified 16d COMMON INDICATED ON THE APPLICATION SPECIFICATION SHEET,ALL FOUNDATION NOTES: g 9 q P HEADER ALONG EDGES NAIL TRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION OTHER MATTERSSHOWN ARE NOTTO BE RELIED UPON,OR In table 3.15a-b. TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 1).The General Contractor and Mason to review plans,elevations,details and notes to TOP OR BOTTOM 2-t6tl COMMON PER z.b sruD END ENERGY CALCULATIONS RESCHECK determine intended heights of finished floor(s)above typical grade. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3-16d COMMON PER 2 EI STUD NAIL ACCORDANCE WITH APPL CABLE CODES. 2).All footings to rest on undisturbed(virgin)sail. Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO FACE NAIL CLIMATIC 8 GEOGRAPHIC DESIGN CRDERIA length adjustment factors in table3.16. FLOOR JOIST.BAND JOIST, z-,(sdCOMMON FooPE r R SEE NOTE. GROUN WIND SEISMIC FROSTWINTE ICESHIELD 3).Provide 1/2"expansion joint material between concrete slabs and abutting END JOIST OR BLOCKING SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIG UNDERLAYMEN FLOOD concrete or masonry walls occuring in exterior or unheated interior areas. 7).INTERIOR SHEARWALL CONNECTIONS: LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Consultants: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when FLOOR FRAMING' SLINBVOr: 4).Any new concrete walls being attached to existing concrete structure shall interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 20 LBS. 130 B SEVERE 3 FT, MODERAT SLIGHT TO 11 YES NONE be installed with#5 re-bar,18"long at 12"D.C..Use approved epoxy for installation. 2.4.4.2 and 2.2.4 respectively. QTY. SPACING TO HEAVY MODERATENathan Taft Corwin III 66 JOISTTO: PER TOE Land Surveyor 5).Unless otherwise noted,all slabs on grade lobe 4,000 p.s.i..Concrete to be 8 'G'ONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-M COMMON P.O.Box 16 poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs SILL TOP PLATE OR GIRDER JOIST NAIL P 9 9• Header and/or girder connections shall be attached with uplift connections in accordance NOTE: Ala a00 NaMl York 11947_ to be minimum 3-1/2 inch thick.All fill to be compacted to 95%d relative density with with table 3.5.Window sill plates shall be have steel connectors in accordance with table BRIDGING EACH TOE P 2-MCOMMON CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINIMUM 3000#CAPACITY 1 _ 6"maximum lifts(layers). TOJOIST END NAIL - 6.Crawls aces to be provided with a minimum 18"x24"access opening.Install one 9.CATHEDRAL CEILING ASSEMBLY: BLOCKING EACH TOE P P ) 2-McoMMON r pinu TOJOIST END NAILBxt 6 cast iron foundation vent for every 150 sq.ft.of area. Where a ridge is to be used as a structural beam,the rafters shall either be notched and anchored on tap of the beam or slope connectors shall be attached to each rafter-to-ridge BLOCKING T0. EACH OE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS. 3-16d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIA E N. .S.DampproofReside exterior of foundation with bituminous coating it required by current along the open ceiling part it the building.Connections to the ridge and wall shall be be SILL OR TOP PIATE BLOCK NAIL SHEATHING LOCATION NOTESN.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over attached with the above requirements. AT PANEL EDGES SUPPORTS IN THE PANEL FIE DLEDGER STRIP EACH FACE (� the below grade portion of exterior walls prior to backfilling. 3-lsdCOMMON 4'PERIMETER EDGE ZONE Bid COMMON @ 6"0. mad COMMON @ 6"O.C. SEENOTES.t.a JUN 2 8 2024 - INSULATION TO BEAM JOIST NAIL 8).Drainage as required by current N.Y.S.Residential Construction Code. JOIST ON LEDGER PER TOE INTERIOR ZONE 8d COMMON @ 6"O. Bd COMMON @ 12"O.C. 1E6 Nor6S.11 hall FIEL011 1. INSULATION TO MEET OR EXCEED NYS ECCC 2016 ENERGY CODE TO BEAM 3-M COMMON JOIST NAIL a FOR- Up FRAMING NOTES 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED IN HERS RATING BANDJOIST 3-1M COMMON PER END GABLE ENDWALL RAKE AND RAKE TRW Sd COMMON @ 4"0. mad COMMON @ 4"O.C. sE6NDTESF13 t 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER TOJOIsr Joisr NAIL � 4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR GREATER aANDJoISTro: PER TOE NAIL NOTES ( aS011ttl0ld 10Vb11 1.ALL FRAMING TECHNIQUES SHALL MEET THE REQUIREMENTS OF THE 2015 5. FOUNDATION WASLLS TO BE INSULATED TO R-10 OR GREATER SILL OR TOP PLATE 2-l6d COMMON FOOT SEE NOTE:1 INTERNATIONALRESMENTIAL BUILDING CODE AND NEW YORK DEPARTMENT OF STATE 6. FRAMED FLOORS TO BE INSULATED TO R-32 OR GREATER THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Boom of Trustees 2017 UNIFORM CODE SUPPLEMENT. 7. SLABS ON GRADE TO BE INUSLATED TO R-10 UNDER SLAB. ROOFSHEATHING: 2.STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO.2.OR BETTER, NAIL NAL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, arcnrtea of Record: UNLESS OTHERWISE NOTED ON THE PLANS JOINT DESCRIPTION ON. SPACING the 4 foot perimeter edge zone attachments required shall be used. _ 3.FLOORS,WALLS,CEILINGS AND RAFTERS TO BE SPACED AT 16 INCHES O.C.UNLESS RECOMENED INSULATION AS FOLLOWS NOTED AS PER TABLE 3.B 4.UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2)2X10#2.BTR. STRUCTURAL PANEL +_ WFCM-SBC 2).Tabulated 12 inch D.C.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. I SAAC - RA E DOUG.FIR.BEARING WALL HEADERS TO HAVE(2)JACK STUDS AND(2)FULL LENGTH VAULTED CEILINGS:4"SPRAYED CLOSED CELL CONTINUOUS INSULATION R6.5 For framing members with<0.42<134.49,the nail spacing shall be reduced to 6 inches D.C. STUDS ON EACH SIDE OF ALL OPENINGS.LVL HEADERS TO HAVE(3)JACK STUDS AND(2) per inch.WITH ROCKWOOL R23 5-1/2"for total of R49 430 Main Street FULL LENGTH STUDS ON EACH SIDE OF OPENINGS.BEARING WALL WINDOW SILLS SHALL WALLS:3"SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. EILING SHEATHING' 3).Tabulated 4 inch D.C.nail spacing assumes sheathing to rafter/truss framing members with 13>0.49.For 2nd Floor ALSO HAVE(2)WINDOWSILL PLATES FOR 2X4 WALL OPENINGS BETWEEN 4'1 AND 6'0 WITH ROCKWOOL R15 3-1/2"FOR TOTAL OF R34.5 JOINT DESCRIPTION NAIL NAIL framing members with 0.42<G<0.49,the nails spacing shall be reduced to 3 inches D.C.AND 2X6 WALL OPENINGS BETWEEN 5'11 AND 8'9.PROVIDE FIRE AND BLOCKING WHERE OTY. SPACING g p 9 Greenport NY 11944 APPLICABLE. FLOORS: 3"SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. Contact:Isaac ClayCoffey R.A. 5.ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVINRED HANGERS WITH ROCKWOOL R15 3-1/2"FOR TOTAL OF R34.5 GYPSUM ]'O C.EDGE Y 5tl COOLERS NYS LIC#039767 AN DOUBLE UP FL WHERE APPLICABLE WALLS THAT RU PARALJOISTS. SLABS 3"EXPANED POLYSTYRENE INSULATION FOR R12 WALLBOARD 10'OC.FIELD 6.DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO7HE FLOORJOIST WALL SHEATHING REQUIREMENTS FOR WIND LOADS: T.347-276-6093 E.clay@isaac-rae.com AND UNDER BATHTUBS.FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL BE VERIFIED WALL SHEATHING- NAIL SPACING NAIL SPACING AT INTERMEDIA E FOR PROPER LOAD CAPACITY UNLESS NOTED ON PLANS. PLUMBING NOTES SHEATHING LOCATIO NOTES 7.7).PROVIDE 2-1-3/4"THICK MICROLAMS(HEIGHT TO MATCH FLOORJOISTS)AROUND JOINT DESCRIPTION NAIL NAIL ATPANELEDGES SUPPORTS IN THE PANEL FIELD Project: STAIRWELL AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED(TYPICAL). 1. All Water supply,drainage and venting to be installed as per N.Y.S.Residential ON. SPACING 8.PROVIDE BLOCKINGIBRIDGING IN FLOOR JOISTS AT WOO.C..USE SOLID BLOCKING IN Construction Code,and shall meet Suffolk County Health Department requirements 4'EDGE ZONE 8d COMMON @ 6"O. . Bd COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) Town Harbor Lane FLOOR JOISTS UNDER ALL BEARING WALLS. as slated on septic permit STRUCTURAL M COMMON AS PER TABLE 3.9 NOTE:2 FOR PANEL FIELD 9.PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS.INSTALL DRAFT 2. Verifyseptic stem with the Engineer for Suffolk County Health Department PANELS w6cM-sac INTERIOR ZONE 8d COMMON @ 6"0.(. Bid COMMON @ 12"O.C. SEE NOTE:3 P Y 9 tY P 2080 Town Harbor Lane BLOCKING AS NEEDED. 7/18'OOD 3-O.C.EDGE 10.UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM O THICK 4- approval. PLYWOOD M COMMON 6'OC.FIELD NOTE¢ Southold,New York 11971 PLY FIR CDX EXTERIOR SHEATHING GRADE PLYWOOD.PLYWOOD TO COVER OVER 3. 3).If wall studs,plates or joists are cut out during installation for any plumbing related . PLATES AND HEADERS. work,provide adequate bracing and plates to protect and secure the structure.Verify GYPSUM M COOLERS ]-DO EDGE 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment Project No.: 11.UNLESS OTHERWISE NOTED USE 3/4-THICK T&G PTS FIR OR ADVANTECH PLYWOOD WALLBOARD t0'o.C.FIELD 1)requirements shall be used. with the state code and manufacture's recommendation for maximum hole size and IR-02 SUBFLOOR ADHERED WITH OVER S ADHESIVE AND SCREWED T FLOOR JOISTS.FINISHED q FLOOR TO BE INSTALLED OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. Spacing permitted 2).Tabulated 12 inch D.C.nail spacing assumes sheathing attached to stud framing 12.ALL BATHROOM WALLS TO HAVE 5/8'THICK MOISTURE-RESISTANT SHEETROCK. FLOOR SHEATHING members With G>0.49.For Gamin members With 0.42<G<,the nail spacings shall be stall signature: 13.ALL 1 HR FIRE RATED ASSEMBLYS TO HAVE ONE LAYER OF 5+8-TYPE X SHEET ROCK HVAC SYSTEM NOTES JOINT DESCRIPTION NAIL NAIL 9 AND TO MEET ANSWL 263 AND DESIGN NO.U349 1).Mechanical subcontractor is responsible for adhearin t0 all applicable codes and safe OTY. SPACING reduced to 6 inches D.C. 14.ALL ROOFS AND SHEATHING TO BE INSTALLED WITH ICE AND WATER SHIELD,HENRY ) p g PP safety 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for BLUE SKIN OR APPROVED EQUAL requirements.Manual J D S Guide lines to be follow.ALL DUCTS TO BE SEALED AND STRUCTURAL PANELS led COMMON 6'O.C.EDGE common nails. 15.ALL FLAT ROOFS TO BE APPLIED WITH AN EPDM 6MILL MATERIALS INSULATED Blower Door Test to be performed as required 1'OR LESS 12'O.C.FIELD 4).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 16.ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 2).HVAC subcontractor Is t0 full NOTES: SILL PLATES TO BE INSTALLED WITH FOAM SILL GASKETS AND COP-R-TEX TERMITE ) y coordinate all system data and requirements with the 5).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. RED AR SHIELD OR APPROVED EQUAL. manufacturer. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN yc� Cyr 4 HVAC subcontractor to provide final system layout drawing and submit it to the General SCHEDULE NOTES ONLY. 6).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. �� c, Y Oo 0 Contractor and owner for final review and approval. FIREBLOCKING NOTES 1).Nailing requirements are based on wall sheatNng nailed 6---center at the panel edge If wail sheathing e ELECTRICAL NOTES: nailea3•en<enteratlnel>aneleagalomwinmghershearcapaciues,nailingregviromsnls for structural As required by current IBC2020&2020 NYS Residential Code-FIREBLOCKINGREQUIRED members shall be doubled,or alonotal camiecta s,such as shear Plaips,mall be used to mamain mad path. N - ✓ r ALL ELECTRICAL TO BE INSTALLED AS PER ISC 2015 NYD RES.CON.CODE Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)and to form an effective � asTert o� ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER. 2).Me,w lsheathingisConan,ovsparwnneawhemhers,thembulaledhumberolnals shall beparrhated fi-e barrier between stories,and between a top story and the roof space. r&OF14 1. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUTA l0 ee redecae M let-i na4 par fool Fireblocking shall be provided in wood-frame construction in the following locations REQUIRED BY IBC 2015 N.Y.S.RESIDENTIAL CONSTRUCTION CODE. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor levels.Concealed _ 1. ALL LIGHT FIXTURES TO BE LED OR COMPACK FLUORECENT UNLESS OTHER WISE horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 feet.Batts or blankets of mineral or glass NOTED fiber shall be allowed as fjreblocking in walls constructed using parallel rows of studs or staggered studs. ALL APPLIANCES TO BE ENERGY STAR QUALIFIED 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and Date: Scale: ALL PLUMBING FIXTURES TO BE WATER SENSE RATED cave ceilings. ASNo ao 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces under stairs shall Drawing Title: a comply With current N.Y.S.Residential Code. GENERAL NOTES 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of flame and products of m combustion. 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. N Drawing No.: 0 N _ Os T-002 NOTES GENERAL NOTES 2020 NYS RESIDENTIAL CODE AND 2020 NYS ENERGY CODE J.CONSTRUCTION SAFETY F.STRUCTURAL STEEL 1.THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY DURING CONSTRUCTION. DRAWING ISSUE _ 2.THE INSTALLER SHALL PROVIDE ADEQUATE TEMPORARY BRACING,SHORING&GUYING OF FRAMING AGAINST WIND, 1.ALL STRUCTURAL STEEL CONFORMS TO ASTM A992 Fy=50 KSI. A.DESIGN LIVE LOADS CONSTRUCTION LOADS&OTHER TEMPORARY FORCES UNTIL NO LONGER REQUIRED FOR THE SUPPORT OF THE 2.STRUCTURAL STEEL TUBE SHALL CONFORM TO ASTM A500 GR B(Fy=46 KSI) NO. DATE ISSUED FOR STRUCTURAL MEMBERS HAVE BEEN DESIGNED FOR FULL DEAD LOADS AND THE FOLLOWING FRAMING. 3.STEEL WORK SHALL CONFORM TO"SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS- i dtsn024 TRUSTEES FILING LIVE LOADS IN ACCORDANCE WITH THE 2020 NYS REDENIAL CODE AND 2020 NYS ENERGY CODE: ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN",OF THE AMERICAN INSTITUTE OF STEEL 2 K COORDINATION CONSTRUCTION,INC.LATEST EDITION,INCLUDING ALL SUPPLEMENTS AND THE"CODE OF 3 a 1.BUILDING CATEGORY: 11 STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES"LATEST EDITION. 5 2.IMPORTANCE FACTOR: WIND(LW)=1.0 1.THE CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY 4.CONNECTION BOLTS SHALL BE 3 4"DIAMETER CONFORMING TO ASTM A325,TYPE X.INSTALL EACH 6 _ SNOW(IS)=1.0 CONDITION NOT AS ASSUMED.HE SHALL TAKE FIELD MEASUREMENTS AND BE RESPONSIBLE FOR THE SAME. BOLT WITH A HARDENED WASHER UNDER THE NUT OR HEAD,WHICHEVER IS TURNED FOR 7 SEISMIC(LE)=1.0 TIGHTENING.ALL CONNECTION BOLTS ARE REQUIRED TO BE"SNUG TIGHT"ONLY UNLESS 8 3.GROUND SNOW LOAD: 20 PSF M.MISCELLANEOUS OTHERWISE NOTED. 9 10 5.OVERSIZE HOLES AND SLOTTED HOLES SHALL NOT BE USED FOR BOLTED CONNECTIONS ON THIS - 4.ROOF LIVE LOAD: 20 PSF ii 5.WIND LOAD: 130 MPH BASIC WIND SPEED 1.ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE 2020 NYS REDENIAL CODE AND 2020 NYS ENERGY CODE PROJECT EXCEPT AT LOCATIONS NOTED ON THE DRAWINGS. WIND EXPOSURE:B 2.NO NOTE OR LACK THERE OF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM EXECUTING ALL THE 6.ALL WELDS SHALL BE E70XX AND ALL WELDING SHALL BE BY WELDERS AND WELDING OPERATORS VELOCITY PRESSURE EXPOSURE COEFFICIENT,KZ 0.85 WORK IN ACCORDANCE WITH THE BUILDING CODE OF STATE OF NEW YORK,THE RESIDENTIAL CODE OF STATE OF WHO HAVE BEEN PREVIOUSLY QUALIFIED BY TESTS AS PRESCRIBED BY THE"STRUCTURAL WELDING Revisions _ DIRECTIONALITY FACTOR.KD:0.85 NEW YORK AND ALL LOCAL REGULATIONS HAVING JURISDICTION. CODE"AWS Dl.l OF THE AMERICAN WELDING SOCIETY TO PERFORM THE TYPES OF WELDS GUST EFFECT FACTOR.G:0.85 3.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTS OF OMISSION OF THE CONTRACTOR OR ANY SUBCONTRACTOR REQUIRED ON THIS PROJECT. Revision INTERNAL PRESSURE COEFFICIENT,GCPI:±0.18 OR AGENTS OR ANY OTHER PERSONS PERFORMING THE WORK 7.ANCHOR BOLT LENGTHS SHOWN ON THE DRAWINGS SHALL INCLUDE HOOKS OF NOT LESS THAN 3 Number I Revision Description Revision Date SPECIAL WIND REGION:YES 4.THE ENGINEER IS NOT RESPONSIBLE FOR OBTAINING ANY BUILDING PERMITS AND/OR VARIANCE APPROVAL. INCHES IN LENGTH LION ON THE DRAWINGS.PROVIDE ONE NUT AND ONE WASHER WITH EACH 6.SEISMIC: SEISMIC DESIGN CATEGORY:B ANCHOR BOLT UNLESS OTHERWISE NOTED.COLUMNS TO BE ERECTED AND LEVELED WITH SDs=0.148 GENERAL NOTES: LEVELING SHIMS,LEVELING NUTS ARE PROHIBITED. SDI=0.085 1.THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING.AND MAKE SAFE ALL FLOORS.ROOFS, 8.ALL STRUCTURAL STEEL SHALL BE GIVEN ONE SHOP COAT OF PAINT OF NOT LESS THAN 2.0 MILS _ B.FOUNDATIONS WALLS,AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. DRY FILM THICKNESS CONFORMING TO STEEL STRUCTURAL PAINTING COUNCIL SSPC PAINT 2.13 1.MAXIMUM PRESUMPTIVE ALLOWABLE SOIL BEARING PRESSURE FOR NEW FOOTINGS=2,000 PSF. 2.DIMENSIONS AND DETAILS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS ARE APPROXIMATE AND OR 14.CLEAN(WIRE BRUSH)AND SPOT PAINT ALL FIELD WELDS,FIELD CUT EDGES AND SERIOUS 2.FOOTING EXCAVATIONS AND FORMS SHALL BE REVIEWED BY LOCAL BUILDING OFFICIAL ARE BASED ON LIMITED INFORMATION.THE CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO ABRASIONS TO THE SHOP COAT WITH PRIMER PAINT. PRIOR TO PLACING CONCRETE. EXISTING CONDITIONS BY ACTUAL MEASUREMENT AND OBSERVATIONS AT THE SITE.ALL DISCREPANCIES BETWEEN 9.BEAMS AND LINTELS SHALL BEAR 8 INCHES MINIMUM ON MASONRY UNLESS OTHERWISE NOTED. 3.BOTTOM OF FOOTINGS SHALL BE LOWERED WHEN DIRECTED BY THE BUILDING OFFICIAL ACTUAL CONDITIONS AND THOSE SHOWN ON THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT THIS APPLICATION IS APPROVED ONLY FOR WORK TO REACH FIRM,UNDISTURBED SOIL. FOR EVALUATION PRIOR TO START OF FABRICATION. G.STRUCTURAL LUMBER INDICATED ON THE APPLICATION SPECIFICATION SHEET.ALL 4.SEE ARCHITECTURAL DRAWINGS(FLOOR PLANS AND SECTIONS)FOR LOCATION OF PARTITION 3.ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING, OTHER MATTERS SHDvm ARE NOT TO BE RELIED UPON,OR _ FOOTINGS AND THICKENED OR DEPRESSED SLABS NOT DIMENSIONS ON THE ETC.REQUIREMENTS,DISCREPANCIES,AND/OR SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. 1.STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO.2,OR BETTER.UNLESS TO BE CONSIDERED AS EITHER BEING APPROVED OR IN STRUCTURAL DRAWINGS. 4.THE CONTRACTOR SHALL COORDINATE WITH ALL RELATED TRADES FOR DETAILING,FABRICATION,AND ERECTION OTHERWISE NOTED ON THE PLANS WITH THE FOLLOWING MINIMUM PROPERTIES: ACCORDANCE WITH APPLICABLE CODES. 5.ALL FILL INSIDE BUILDING SHALL BE SELECTED MATERIAL FREE FROM ROOTS,TRASH, PRIOR TO SUBMITTING SHOP DRAWINGS FOR APPROVAL a.Fb=850 PSI WOOD SCRAPS AND OTHER EXTRANEOUS MATERIALS.PLACE FILL IN LIFTS NOT 5.OPENINGS SHALL NOT BE MADE IN ANY STRUCTURAL MEMBER UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL b.Fc(PERPENDICULAR)=625 PSI EXCEEDING 8 INCHES AND COMPACT EACH LIFT TO 98%DENSITY AT OPTIMUM MOISTURE DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. c Fv=95 PSI CONTENT AS MEASURED BY ASTM D698 AND 95%AS MEASURE BY ASTM D-1157. d.E=1,600,000 PSI Consultants: 6.FOOTING ELEVATIONS SHALL NOT BE RAISED OR LOWERED WITHOUT APPROVAL OF THE ENGINEER. GENERAL CONDITIONS: 2.ALL PRESSURE TREATED LUMBER SHALL BE No.2 SOUTHERN YELLOW PINE,OR BETTER,WITH Surveyor: _ 7.FOUNDATION SUBGRADE PREPARATION SHALL BE IN ACCORDANCE TO GEOTECHNICAL ACQ(ALKALINE COPPER QUATERNARY)TREATMENT. Nathan Taft Corwin III ENGINEERING REPORT. 1.ALL CONTRACTORS AND SUBCONTRACTORS ARE RESPONSIBLE FOR ADHERING TO THE REQUIREMENTS AS SPELLED 3.PROVIDE WASHERS BETWEEN ALL THE BOLT HEADS AND WOOD AND BETWEEN ALL NUTS AND WOOD. Land Surveyor 8.CHANGES IN LEVEL FOOTINGS MUST BE KEPT WITHIN THE SAFE ANGLE OF REPOSE OF THE OUT IN THESE NOTES.ALL PARTIES MUST CAREFULLY STUDY ALL NOTES FOR ITEMS WHICH MAY PERTAIN TO THEIR 4.LAG BOLTS AND SCREWS SHALL BE PROVIDED WITH LEAD HOLES HAVING A DIAMETER NOT P.O.Box 16 SOIL(ONE VERTICAL TO TWO HORIZONTAL) TRADES.FAILURE TO READ THESE NOTES DOES NOT PERMIT THE CONTRACTOR TO DEVIATE FROM THEIR GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW.AL;LAG BOLTS 9.DO NOT BACKFILL BASEMENT OR RETAINING WALLS WITHOUT AUTHORIZATION OF REQUIREMENTS.QUESTIONS WILL BE CHEERFULLY ANSWERED BY THE ENGINEER. AND SCREWS SHALL BE INSERTED IN LEAD HOLES BY TURNING AND UNDER NO CIRCUMSTANCESDE IV E ENGINEER.FLOOR SLABS PROVIDING SUPPORT FOR SUCH WALLS MUST BE IN PLACE 2.ALL CONTRACTORS MUST VISIT SITE AND NOTE ALL EXISTING CONDITIONS AS WELL WAS ALL CONDITIONS TO BE MET BY DRIVING WITH A HAMMER. D PRIOR TO BACKFILLING OR DIAGONAL BRACING MUST BE PROVIDED TO HOLD THE FULL BEFORE SUBMITTING BID.LACK OF THOROUGH UNDERSTANDING OF THE PROJECT REQUIREMENTS SHALL NOT 5.THROUGH BOLTS SHALL BE PROVIDED WITH BOLT HOLES WHICH ARE 132 TO 116 INCH LARGER _ FORCE OF THE BACKFILL UNTIL THE FLOOR SLABS HAVE ATTAINED FULL STRENGTH. CONSTITUTE AN EXCUSE FOR ERRORS OR OMISSIONS NOR JUSTIFY A REQUEST FOR EXTRA COMPENSATION. THAN THE BOLTS. L 10.CONTRACTOR MUST ADEQUATELY PROTECT WALLS,PIERS,ETC.FROM DAMAGE DUE TO BACKFILLING. 3.GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND CHECK ALL MEASUREMENTS ON JOB AND SHALL BE 6.STEEL FOR ALL ACCESSORIES SHALL CONFORM TO ASTM A36. �,t 11.CONTRACTOR MUST PREVENT THE FOUNDATIONS FROM BEING PUT IN JEOPARDY FROM RESPONSIBLE FOR SAME. 7.PLYWOOD SHALL BE C-C EXTERIOR,DFPA GRADE MARKED OR EQUIVALENT,OF THE THICKNESS �� 2orl A L THE EXCAVATIONS FOR UTILITIES,ETC. 4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT BUILDING CODE OF ALL GOVERNING AUTHORITIES. SHOWN ON THE DRAWINGS. L (2 12.WHERE PIPES PASS THROUGH NEW WALLS.DROP FOOTINGS SO THAT PIPES PASS OVER 5.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS.ARCHITECTURAL,AND MECHANICAL 8.PROVIDE OTHER MANUFACTURED ACCESSORIES AS REQUIRED AND AS SPECIFIED. THE TOP OF THE FOOTINGS. DRAWINGS. 9.ALL FABRICATED STEEL ASSEMBLIES EXPOSED TO WEATHER AND ALL STEEL FASTENERS 13.DEWATERING PROCEDURES,IF REQUIRED,SHALL NOT DISTURB THE SOIL STRUCTURE. 6.ALL OPENINGS IN WALLS,FLOORS,ROOF,ETC.TO BE LOCATED AND SIZED AS PER MECHANICAL AND ARCHITECTURAL INCLUDING BUT NOT LIMITED TO NAILS,ANCHOR BOLTS,CONNECTION BOLTS,NUTS,WASHERS, 14.THE CONTRACTOR SHALL EMPLOY ALL MEANS NECESSARY TO ENSURE THAT THE REQUIREMENTS EVEN IF NOT SHOWN AS SUCH ON STRUCTURAL AND ARCHITECTURAL DRAWINGS. LAG BOLTS OR SCREWS SHALL BE GALVANIZED IN ACCORDANCE WITH THE ASTM STANDARD FOR Southold Town STRUCTURAL INTEGRITY OF ANY AND ALL ADJACENT STRUCTURES WILL NOT BE 7.ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE STRUCTURAL FRAME HAS BEEN INSTALLED AND IS THAT ACCESSORY,ASTM A213,A153 OR OTHER. Bowd of Trustees COMPROMISED. STRUCTURALLY SOUND. 10.FABRICATED ITEMS INDICATED ON THE PLANS ARE DESIGNATED AS PRODUCTS PRODUCED BY 8.ALL SPECIALTY ANCHORS AND FASTENERS ARE TO BE MANUFACTURED BY HILT CORPORATION OR APPROVED EQUAL THE SIMPSON STRONG TIE COMPANY.PROVIDE ITEMS NOTED OR EQUIVALENT PRODUCTS. C.CONCRETE AND ARE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS,INCLUDING TORQUE,EMBEDMENT,LENGTH,ETC. 11.ALL LAMINATED VENEER LUMBER(LVL)SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: 1.ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS: 9.ALL CONTRACTORS AND SUBCONTRACTORS ON THIS PROJECT SHALL BE RESPONSIBLE FOR THE PROPER a.Fb=2,600 PSI Architect of Record: a.FLOOR SLABS,WALLS 4,000 PST PERFORMANCE OF THEIR WORK COORDINATION WITH OTHER TRADES METHODS,SAFETY AND SECURITY ON THE b.Fv=285 PSI _ b.ALL OTHER CONCRETE WORK 3,000 PSI JOB SITE.ASES AND IT AGENTS AND EMPLOYEES ARE NOT RESPONSIBLE OR LIABLE FOR THE ABOVE AND SHALL BE HELD c.Fc(PERPENDICULAR)=750 PSI I SAAC - RA E 2.ALL CONCRETE WORK SHALL CONFORM TO ACI 318 AND ACI 301. HARMLESS AND INDEMNIFIED BY ALL CONTRACTORS AND SUBCONTRACTORS FROM ANY AND ALL CLAIMS,LOSSES, d.E=1,900,000 PS 430 Main Street 3.CONCRETE FLOOR SLAB CONSTRUCTION SHALL CONFORM TO AC1302JR.FLOOR SLABS SUITS.AND LEGAL ACTION WHATSOEVER ARISING FROM THE PERFORMANCE OF WORK ON THIS PROJECT. 2nd Floor SHALL BE CLASS 2. 10.ACCEPTANCE OF DEVIATIONS FROM ANY OF THE REQUIREMENTS OF THESE NOTES SHALL BE AT THE SOLE Greenport NY 11944 4.PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS AT LOCATIONS SHOWN ON DISCRETION OF THE CONTRACTOR.ACCEPTANCE OF A DEVIATION FROM ANY REQUIREMENT SHALL NOT BE Contact:Isaac Clay Coffey R.A. DRAWINGS,AT OFFSETS AND CHANGES IN DIRECTION AND AT 30 FEE MAXIMUM. CONSTRUED AS PERMITTING ANY OTHER DEVIATION. NYS LIC#039767 5.CONCRETE SHALL BE CURED A MINIMUM OF 7 DAYS BY ONE OR MORE METHODS T.347-276-6093 E.clay@isaac-rae.com _ SPECIFIED IN CHAPTER 12 OF ACI 301. H.ABBREVIATIONS i ` Project: 6.SEE ARCHITECTURAL FINISH SCHEDULE FOR REQUIRED FLOOR FINISHES. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON -�r------------�r�` --�r-----------T---- 7.PLACE 1/2"EXPANSION JOINT MATERIAL BETWEEN EDGES OF SLABS AND VERTICAL I I I I I I I Town Harbor Lane SURFACES UNLESS OTHERWISE NOTED. THESE DRAWINGS,BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS USED: III II III ll D.REINFORCING STEEL A.F.F.-ABOVE FINISHED FLOOR F D-FLOOR DRAIN SS11 EXT.-EXTERIOR ECSTAINLESSSTEONS �EL ___ __- -------------'1'___ '_= 2080 Town Harbor Lane -- Southold,New York 11971 1.BARS SHALL BE ROLLED FROM NEW BILLET-STEEL CONFORMING TO ASTM A615,GRADE 60. ALUM.-ALUMINUM FT.-FEET STL-STEEL III III III III Project No.: &-AND II II I I_---- II-_ _ 2.WELDED WIRE FABRIC SHALL CONFORM TO ASTM AIBSORASTMA497. AT GA.-GAUGE T&G-TONGUE AND GROOVE I=ql--------=====ap-------------AF--===___=====ql--� IR-02 3.DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH"ACI DETAILING Co- GALV.-GALVANIZED Signature:TYP.-TYPICAL III III III seau III BLDG.-BUILDING MANUAL",PUBLICATION SP-66. GWB-GYPSUM WALL BOARD U.O.N.-UNLESS OTHERWISE NOTED I I_______ I I I I _ I I 4.REINFORCING STEEL SHALL BE REVIEWED BY THE LOCAL BUILDING OFFICIAL PRIOR TO CONI CONCRETE MASONRY UNIT H.-HIGH VERT.-VERTICAL �dl---------===='III=====___=====71F-------_=====dl=== PLACING CONCRETE. CONC.-CONCRETE HORZ.-HORIZONTAL V.I.F.-VERIFY IN FIELD ili ili ili it 5.PROVIDE BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS DEL-DOUBLE I.D.-INSIDE DIAMETER W/-WITH ---_I I I I - -=�_�_�_�_ PERIMETER BLOCKING _ EA.-EACH _ I-- LONGITUDINAL BARS IN FOOTINGS INSUL-INSULATION W.C.-WATER CLOSET I I I- I ELEC.-ELECTRICAL INT.-INTERIOR WD.-WOOD I I IL/ ------ h �i �i II RtiDgR - E.GROUT E.P.S.-EXPANDED POLYSTYRENE qf� C,y L-LENGTH,LONG W.H.-WATER HEATER = == �=a=a=a== _____________hl=== 1.PROVIDE NON-SHRINK GROUT UNDER ALL COLUMN BASE PLATES OR BEAM BEARING PLATES. LAV.-LAVATORY W/O-WITHOUT I T PI INTERMEDIATE NAILING 2.NON-SHRINK GROUT SHALL CONFORM TO CORPS OF ENGINEERS SPECIFICATION CRD-C W.W.F.-WELDED WIRE FABRIC ill T T Ili-SEE SCHEDULE `ol oA 621.GROUT SHALL BE NON-METALLIC AND NON-STAINING. ail_____________ _ a=a=a=---4F 3g SHEATHING SCHEDULE SHEATHING SCHEDULE " _ _ _ _ " `"' 7BT oar ---- ¢=a=a=a-- I--3 JFOF7 SHEATHING SEE SCHEDULE LOCATION NOTES NAILS BLOCKING NAIL SPACING LOCATION NOTES BLOCKING SILL PLATE ANCHORS II II STAGGER LAPS AS SHOWN PERIMETER INTERMEDIATE ZIP 5/8 ROOF 10D YES 4.0.C. 12.0.C. 2X6 DOULAS FIR#2 @16"O.C.AND(2) III I`I III STRUCTURAL 1 1/2"ANCHORBOLTS @ 36"O.C.AND Date: scale: 2X6@ EA.OPENING AND END OF WALL r11_====__======�1==a=a=a=n__ _____________ _ PERIMETER NAILING ss D ADVANTECH WITH IN 72"OF BOTH SIDES OF ALL END I I I I I I I I (L FLOORING YES 4.0.c. 12"0.0. TYP. 5/85TURCTURALiSHEATHINGON I I SEE SCHEDULE 0rawingTine: a _ 23/32 10D PLATES. I I I I GENERAL STRUCTURAL NOTES EXTERIOR W/8D NAILES @2"O.C.@ II I I III I- STRUCTURAL 1 SWl PANEL EDGES AND @12"O.C.@FIELD yes sIMPSON HDSA @EACH END rli �? ZIP 5/8 INTERMEDIATES.1/2"GWB SHEATING ON I 1I� I II1I - WALLS 8D YES 4"O.c. 12"O.C. ___________JIL_J J�___________J1L_____ STRUCTURAL 1 INTERIOR W/12 NAILS#4"O.C.AT PANEL - Drawing No.: o EDGES AND @12"O.C.@FIELD Ce INTERMEDIATES SHEATHING ATTACHEMENT DETAIL T-003 NOTES 6 SCTM# 1000-065.00-01.00-016.000 DRAWING ISSUE Pon sa ; SITE PLAN FOR:2080 Town Harbor Lane,Southold,NY 11971 N0. DATE ISSUED FOR \w y STM(1000-65-1-16),ZONED R40 1 61ISM2a TRUSTEES FILING �C R ceona SOUTHOLD TOWN,SUFFOLK COUNTY,NY +B 2 F➢°EOPP °E- INFORMATION ALLOWED EXISTING PROPOSED 4 Ruc ,RHOWDENDR �/ 5 P 14 __ - o �' LOT AREA - 77,060 SF - 6 SPRUCE 18 MAPLE ,' 7 /I3 - - Fy,sswo"�G s nucE 4 LOT DEPTH(FT) - 319'-7 1/4" - 9 s r7 LOT WIDTH(FT) 229'-2 3/4" to ,o NDRON LOT AREA BUILDABLE(MINUS EASEMENT) 25,251 SF 12 N g1°32pp"E- w aECE^ MIN.FRONT YARD(FT) 50, 71'-3" - Revisions µNBBov.,- �,.w,rtaiEB°`" Eoo"'oNR w MIN.SIDE YARD(FT) 15' 35' 35'-10" - Revision �OryEEDBWO' � au Plu ` STO"EwN° U Number Revision Description .-Sion Date G4 14--C°yac _ cNw ,, Qm MIN.REAR YARD(FT) 100, 87'-4 314" - _ Lu 15 y MIN.ACCESSORY SIDE YARD(FT) 20' 13'-7" - le- Z lara. - 011• so• MIN.ACCESSORY REAR YARD(FT) 20' - - r.fl e4R4DE �P fiAOM PA b• — a qOs ALLOWABLE COVERAGE(20%) 5,050 SF �N TOTAL EXISTING COVERAGE _ 6,004 SF 16 �6 TOTAL PROPOSED COVERAGE - - 7,183 SF THIS APPLICATION IS APPROVED ONLY FOR WORN T-- INDICATED ON THE APPLICATION SPECIFICATION SHEET.ALL STORY \N LW ® PROPOSED ALLOWABLE GROSS FLOOR AREA(GFA) 6,953 SF - - OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR ..e - TO BE CONSIDERED AS EITHER BEING APPROVED OR IN AR \\N srEi TOTAL EXISTING GROSS FLOOR AREA - 5,290 SF - ACCORDANCE WITH APPLICABLE CODES. ` r rr ,°,, 8 EXISTING GFA GROUND FLOOR - 2,717 SF EA > THAN 100-0 _. _ - T FROM TOP OF BANK o j EXISTING GFA SECOND FLOOR - 1,487SF - consultants: cx G EXISTING GFA THIRD FLOOR 1,086 SF - Surveyor: Nathan Taft Corwin III E TOTAL PROPOSED GROSS FLOOR AREA - - 5,385 SF Land Surveyor ACCESSORYSETBA v- - w�^ O P.O.Box 16 _ ,s• sr De.or} " PROPOSED GFA GROUND FLOOR - - 2,812 SF Jamesport,New York 11947 \SET&1 \\SiOO _- _ W qE fEn'C / OO'O. 4)� . ,g�Raov wE oaEN' iPrn:LwE Q• PROPOSED GFA SECOND FLOOR - - 1,487 SF _ woW Pone DEGEIVE _ Q" PROPOSED GFA THIRD FLOOR 1,086 SF —wooD STEPS T s fire qqO� ALLOWABLE BUILDING HEIGHT I'M 35' - - ,asroRr 'R r y - � � PROPOSED BUILDING HEIGHT(FT) - - —TORS— z a APLE � o J U N 2 8 2024 y ; _ - ucDwn B -ul ---- - - - - - -- -- ---�- -- -- ----- - --ri----- a o. r - '- LOT COVERAGE CALCULATION mo i ; % �� $OUff)OIdTOWR m o LOT AREA BUILDABLE 25,251 SF BoaW ofTfUSteP"S Z m I (D 1 1,'; EXISTING NORTH SIDE ALLOWABLE COVERAGE(20%) 5,050 SF m� STEPS TO FIRST FLOOR ArchitmtofRecord: y -�E _ TO REMAIN;REFURBISH EXISTING PROPOSED F E �UEBTR'c,AIE WITH LIKE IN KIND ISAAC - RAE MATERIALS MAIN HOUSE DWELLING 2378 SF 2549 SF 430 Main Street EXISTIEXISTING WOOD DECK \ STEPS TO O FIRST ST DOOR MAIN HOUSE DECKS W!STEPS 1120 SF 1168 SF 2nd Floor ,: "n Greenport NY 11944 TO BE EXTENDED; CHERR �� TO BE EXTENDED; MAIN HOUSE PROPOSED POOL - 960 SF Contact:Isaac Clay Coffey R.A. REFURBISH WITH LIKE REFURBISH WITH LIKE IN IN KIND MATERIALS. < '„ Ir E LN;Nr ' � �'�',' NYS LIC#039767 `�;,, KIND MATERIALS 1 STORY GARAGE 585 SF 585 SF §E 8 sTEPPwasT T.347-276-6093 E.clay@isaac-rae.com EXISTING BAY WINDOW I - %,,�r 9 EXISTING LIGHTHOUSE 1 STORY GARAGE 1036 SF 1036 SF Project: AT FIRST FLOOR TO ' r ��%�� STRUCTURE TO REMAIN; REMAIN;REFURBISH ® EiECTnIcuNE—7. corvc ansEnnoUNo '• R REFURBISH WITH LIKE IN 1 STORY CABANA 230 SF 230 SF Town Harbor Lane WITH LIKE IN KIND --- '�' gOOF�Eo SrWE MGP0.R G iT KIND MATERIALS MATERIALS '- 'f' %%%'6 CABANA DECK W/STEPS 361 SF 361 SF 2080 Town Harbor Lane i E Southold,New York 11971 $ 1--BENCN_ ��a /', LIGHTHOUSE 113 SF 113 SF � _ ___ � ---___ ______________ _ � r•—J�__ i� r� Project No.: -- - - ____ _waoD __---_�Pc tENCE------- ---- ----==== L STONE BELL STAND 49SF 49 SF IR 02 \� rogoP eaN -- '"'N'r __ µo F__ _ __ --- _� --__-_ _wood sTEPs;`_________ ____a,vo,Er,D_�4_-_S_---- - GATE PIERS 18SF 18SF Seau signature: p° ;BuuaEno_- _ ___ w, --_ waoo cePovEn Y' �°w Srogr --- '---- ----� �/JelyPvp^. 'sort;�1,E•��EtB� WOOD BULKHEAD 114 SF 114SF w uucNEAo uuaEADs w000eur Eno , euuaE4o,ww�� :U'S�ioOaQo` y—-L.- o EtED AIZ EXISTING CABANA w Go TOTALS 6004 SF 7183 SF STRUCTURE TO REMAIN; o v 10 O'r REFURBISH WITH LIKE IN "x.o F.A.R. 23.8% 28.4% KIND MATERIALS. & mn°� ,EgOr DEED N 'Y c ACTUAL 397 147.70' y TFOF N r N 30°53'50"E 150.00' W ACTUAL LEGEND: 2.30' S 30°53'50" rn HOHwATERN"n'r In N 30°5550"E o0 0 o� Z UwoEA ' o . • Data: Scale: As NorEo m z Drawing rue: La.o o SOUTHOLD BAY SITE PLAN BASED ON SURVEY PROVIDED PROPOSED SITE PLAN TRUSTEES FILING o BY NATHAN TAFT CORWIN III LAND v — SURVEYOR,DATED DECEMBER 22,2023 EXISTING EXISTING EXISTING AREA THAN PROPOSED N EVERGREEN DECIDUOUS SHRUB 100'-0"FROM AREA OF Drawing No.: o TREE TREE T.O.BANK WORK N ' _ � PROPOSED SITE PLAN A-001 . 00 ,7 _ NOTES SCTM# 1000-065.00-01.00-016.000 =� • ` '32op0' SITE PLAN FOR:2080 Town Harbor Lane,Southold,NY 11971 1e DRAWING ISSUE STM(1000-65-1-16),ZONED R40 - SOUTHOLD TOWN,SUFFOLK COUNTY,NY No. DATE ISSUED FOR W19=24 TRUSTEES FILING INFORMATION ALLOWED EXISTING PROPOSED ^ f a�S 2 LOT AREA - 77,060 SF - G` - EocPnYF'""" p�""-j4�X 4 LOT DEPTH(FT) 319'-7 1/4" 15 6 7 LOT WIDTH(FT) - 229'-2 3/4" e _ LOT AREA BUILDABLE(MINUS EASEMENT) 25,251 SF 9to MIN.FRONT YARD(FT) 50' 71'-3" MIN.SIDE YARD(FT) 15' 35' 35'-10" D x U 21og200"E wA�y;ME1E1, Revisions m MIN.REAR YARD(FT) 100, 86'-4 314" - AED'F 'N -- HFJIDER - pOs - - - „nr�OD"O Revision N WE4� � Number Revision DescripBon Revision Date ro MIN.ACCESSORY SIDE YARD(FT) 20' 13'-7" - ,4 MIN.ACCESSORY REAR YARD(FT) 20' ,s- - ALLOWABLE COVERAGE(209/6) 5,050 SF 1 srw+r /y� TOTAL EXISTING COVERAGE 6,004 SF a N TOTAL PROPOSED COVERAGE - - 7,183 SF ALLOWABLE GROSS FLOOR AREA(GFA) 6,953 SF - - c � THIS APPLICATION IS APPROVED ONLY FOR WORK o ' oINDICATED ONTHEAPPLIGATION SPECIFICATION SHEET.ALL TOTAL EXISTING GROSS FLOOR AREA - 5,290 SF - °flA°°P w sPA HOLE COM ux OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR T µET TO BE CONSIDERED AS EITHER BEING APPROVED OR IN EXISTING GFA GROUND FLOOR - 2,717 SF C WITH E Dw�PRaPOSE I ,� O ACCORDANCE W APPLICABLE CODES. s"�FtT EXISTING GFA SECOND FLOOR - 1,487 SF AREA > THAN 100'-0'_ __ , . EXISTING GFA THIRD FLOOR - 1,086 SF - Toast ac0 c" FROM TOP OF BANK - SurvConsueyor: TOTAL PROPOSED GROSS FLOOR AREA - - 5,385 SF Surveyor: `i +Is Nathan Taft Corwin III PROPOSED GFA GROUND FLOOR = - 2,812 SF 'Z t" Land Surveyor PROPOSED GFA SECOND FLOOR 1,487 SF �' EPncTAxK .E P.O.Box 16 i — s• LEcrwcux - _- ,jpeT Jamesport,New York 11947 PROPOSED GFA THIRD FLOOR - - 1,086 SF ETBAcw - �E SE . ALLOWABLE BUILDING HEIGHT(FT) 35' �sMETE E PROPOSED BUILDING HEIGHT(FT) - - EnsnxcroREMAIx �srpQ SA Ienrvo\REEDE Be LE FAUILr ; �D m - --- ; TT JUN 2 S 2024 m 5 -o Il2• - PROPERTY INFORMATION Z-N p 17 I -�'-I_ - ---- ,s ` T € D I DI Southold Town Area rowxE �wE �z I E ;'� - - ,15 Board of Trustees as mD D z m I I Ef14 scw.,0000�ao-D,.aoo,Daao m,r- _-------- _ _ •—•J Architect of Record: —.—_—_—_—.—_ r L — a vN E ----- ISAAC — RAE LOT AREA ®DATED d ',z 430 Main Street •0605F �' 2nd Floor uT,nlxceu•slP,enoN srebFD"nv,m.R°"aReamP. s ' ' ''�','„ P Green ort NY 11944 l, Contact:Isaac Clay Coffey R.A. RDPOSEDO TLIBIGAREA aseal ' � '," NYS LIC#039767 y—E FROM—ANDE E E•'—ou. '$�' T.347-276-6093 E.clayCa)isaac-rae.com /Io _ , y Project: STORM WATER DRAINAGE SYSTEMS CALCS. (( )a LL >.i' ' Town Harbor Lane ELEBTFICLwE "s,WG C BABE EXISTING GARAGE AREA KEY COMMENTS _. EnsTwc sroxE „ ,s 2080 Town Harbor Lane BELLBTAxD ` 2 1 + - Southold,New York 11971 ,B<e BUFTzn•D,194CUBICFEET +7- g. B,a9.ureic PEEr,.22-_CRBOP VERncAt AMETE.—I-L DI PRDNSEDR+BDUMETER— _ 01 o RDPDSEDmBDUU4ETER%,DEEP DRYWETL BEEP I— -_ _ ___ ________C��„-Bo+cR _-_F-- Project No.: CoAc,fi -------- F sTaxEwsAuaTrw° = - -IT __ IR-02 _ _ __ ___'r __[ _ ___": SeaU Signature: _roPaFenr,KionsREDI L STORM WATER DRAINAGE SYSTEMS CALCS. _- -----"=-_-c___c __ ___ -===e�=--�____ BULKREA002W-- - --- GDB/SEDOx��__ ___�__ _ _ -J- � I _-- 7-----_-MAP- - w00DeIAKHOEAD -- ,9 H —� -- _- III _� .''RDCKs EXISTING CABANA AREA KEY COMMENTS v ouLXREAos WOOD ; BULK9EAOT.w e_ —— T BROFi X.17.47117CUeICFEET p 07 CUB I0 FEET/.E 2.1.13 OR zoF VERTI—e-DIAMETER—01 DI oEEopPp eEm BBAMETERXz PROPOSED PI 4'DIAMETER X Y DEEP D—ELL ELL W ------- T cd T P STORM WATER DRAINAGE SYSTEMS CALCS. q ,E6>T PEED r EXISTING CABANA AREA KEY COMMENTS �c 147.70'ACTUAL Y______-- r 3aT61 yoQ' szcuelc FXEEr,.32 x,'xoaaoFVER7Ieei.BownETERORrweu DI DIF—EomBDwuETERXO r D-w DEED 1' �� FOFN vinoPosEDIa1TBUMETERXB DEEP D—U. oEEPDR waL N 30° .3'50"E s�'5 W ACTUAL � 150.00' 2.30' S 30°53'50" TERTAMK N 555 O N 30° 0"E o rn o S Date: Scale: EXISTING BUILDING INFORMATION BASED ON SURVEY a PROVIDED BY HOVER DATED DECEMBER 22,2023 uRDenwn E "T t _O Dravying Ti le: AS NOTED Y m z SITE PLAN WITH ROOF CALCULATIONS SOO-(HOLD BA SITE PLAN BASED ON SURVEY PROVIDED BY NATHAN TAFT CORW IN III LAND o o SURVEYOR,DATED DECEMBER 22,2023 N i r^ Drawing No.: N"— vJ W p PROPOSED STORM WATER DRAINAGE PLAN_ A O O 2 . 00 Scale: 3/64"=1'-0" NOTES GENERAL NOTES: DRAWING ISSUE 1.EXISTING CABANA STRUCTURE TO REMAIN,TO BE REFURBISHED. NO. DATE ISSUED FOR 2.RECLAD EXTERIOR WITH LIKE IN KIND MATERIALS. 1 WIa2024 AUSTEES FILING 3.CONTRACTOR TO VIF ALL DIMENSIONS. 2 3 4 5 6 7 8 9 — 10 11 12 Revisions Revision Number Revision Description Revision Date THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEEr.ALL OTHER MATTERS SHOWN ARE NOTTO BE RELIED UPON,OR TO BE CONSIDERED AS ERHER BEING APPROVED OR IN ACCORDANCE WRH APPLICABLE CODES. ___________ _"_____________________ Consultants: Surveym -"-'_____________________________________tt-- Nathan Taft Corwin III _____ A 2 0 - _ Land Surveyor _ -- --------------- P.O.Box 16 — ---------------------------------------- '-" -3' EXISTING----______--_ James port,New York 11947 OUTDOOR _ — ------------ - 1D- - - - - - - r - - - SHOWER TO �e REMAIN;__ D M19 9'-3" .,--- 6'-0" 9'-10 --- LLLbbb ss LLL�� -------------- ---- FIXTURES TOBE"----_____ -- - REPLACED - - -----4''0"------- ----3'-0"------ 2'-3" 10" 3'-0" 2'-2".-- - "----_ -_-- --------5- �� -- JUN 2 8 2024 I m -B'-- n1 Sill H=3'-4" Sill H=4'-6" � � O SoUltwld Town 7'-t"CLG a II in �ofTrustees 22 SF n UP -I_ v 2'-6" 3'-6" Architect of Record: o T-1"CLG , I SAAC - RA E is F EO - = T-1"CLG ----------- o N ----------- 72 SF 430 Main Street 68 SF 2nd Floor Greenport NY 11944 m a zoa.o0 Contact:Isaac Clay Coffey R.A. A-zoa.a z 7'-1"CLG 22.5 SF T' NYS LIC#039767 N j 501.0��' N Sill H=3'-10" � I Sill H=3'-4" � T.347-276-6093 E.clay@isaac-rae.com I Project � Town Harbor Lane 2080 Town Harbor Lane 26'0" Southold,New York 11971 Project No.: 27'-4 112" I R-02 Seat/Signature: A-204.00 EXISTING WOOD �FtBDARQ L_I BULKHEAD TO REMAIN EXISTING STAIRS * t' AND DECKING TO BE REFURBISHED IN LIKE Nj, Q'ti IN KIND.REFER TO �. F — 14 y0 Date: Scale: ASNOTED Drawing Title: CL= EXISTING CABANA PLAN ExlsrlNG CABANA PLAN cO N Drawing No.: 0 A- 1 04 . 00 NOTES Y 93/a' GENERAL NOTES: DRAWING ISSUE 1.EXISTING LIGHTHOUSE STRUCTURE TO REMAIN,TO BE REFURBISHED. 9� zg ti NO. DATE ISSUED FOR 2.RECLAD EXTERIOR WITH LIKE IN KIND MATERIALS. i 61192— TRUSTEES FILING 3.CONTRACTOR TO VIF ALL DIMENSIONS. "'' z 3 4 5 6 7 9 7'-4"CLG TO ii 26 SF \ iz Revisions Revision 9 e� Number Revision Description Revision Data 9 a'd' I., W Y-9&d• 3 EXISTING LIGHTHOUSE THIRD FLOOR PLAN �J 1/2"=1'-0" THIS APPLICATION IS APPROVED ONLY FOR WORN INDICATED ON THE APPLICATION SPECIFICATION SHEET.ALL 34311 OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS ElMER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES c.-Ultants: Surveyor: Nathan Taft Corwin III Land Surveyor P.O.Box 16 — o Jamesport,New York 11947 W 49 SF JUN 2 8 2024 s s,o"... _ Southold Town _ BDaW ofTrustees 7-6311 Architect of Record: _ ISAAC — RAE 430 Main EXISTING LIGHTHOUSE SECOND FLOOR PLAN 2ndFloorStreet Greenport NY 11944 1/2"=1'-0" Contact:Isaac Clay Coffey R.A. D NYS LIC#039767 T.347-276-6093 E.clay@isaac-rae.com Protect: Co >- E Town Harbor Lane 2080 Town Harbor Lane suI H.a•.z• Southold,New York 11971 Project No.: pp6 Q. 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I, jjjj ■� EIS L mm�m-W•w••w•-•w�:w'••v'o�W'•.m_.my.uula.maiu.�lu141uuu1nueuulf{' muuu.v wvucu.nwunuulnuxlmnnmmmm Nmmtmmnll ; ; . IIIIII Iuwu..�I dal Iil_ .IIII,i IIIIu.�IIIIIIII��II,ILIIIII�IIhl.11klll I� ul Il�lJlli� _m"•�m^'"•m"''°'_?��"'"'a. rlu�r.—_-_. _•w�:;,- UM., III '•"-"::?_ __�^,�, Nmmmm mm�nnnnnuun I k I'_ - I I�m■ - __ ___________ ____ _ _____ pmumunnnuunnumnnum=i1m �t !;',— �I -____-■■_-__■■______-__■■ _ _;■■ __ unwimnt7ltmmmglnultnmLmmlm —_II�I�Hill}�kllll�Iklal�lkll��lk��I�rllEl�lk#kpklil�l�l��lkl�k€CIkiklkll�k�l�l{�IfHIICIII Illlllllllllllilllllllllllllllllilllllllllllllllllllllllllll NOTES GENERAL NOTES: DRAWING ISSUE 1.EXISTING CABANA STRUCTURE TO REMAIN,TO BE REFURBISHED. NO. DATE ISSUED FOR 2.RECLAD EXTERIOR WITH LIKE IN KIND MATERIALS. 1 6119M24 TRUSTEES FILING 3.CONTRACTOR TO VIF ALL DIMENSIONS. 2 3 4 5 6 7 a 9 30 11 EXISTING DOOR 12 TO REMAIN; SCREEN DOOR TO Revisions EXISTING BE REPAIRED IN Revision WINDOWS TO KIND REMAIN Number RevisionDescdpOon Revision Date EXISTING OUTDOOR SHOWER TO REMAIN; FIXTURES TO BE / REPLACED EXISTING i WINDOW TO REMAIN THIS APPLICATION IS APPROVED ONLY FOR WORK ❑ INDICATED ONTHEAPPUCAFION SPECIFICATION SHEET.ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR\ TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. Consultants: ;III-III-III III, III, III-III-1 1=1 1-III-III-1 1-1 1 1 1-1 1, 1 1-1 1-1 1-1 1-1 1-1 1-1 1 I I I I —i i —i =i i i=� — =i i =i Nathan Taft Corwin III Land Surveyor P.O.Box 16 Jamesport,New York 71947 E E I V E 3 CABANA EXTERIOR ELEVATION 3 4 CABANA EXTERIOR ELEVATION 4 FAN p3/8"=1'-0" 3/8"=1'-0" 2 S 2024 Southold Town Board ofTrustees Architect of Record: _ NEW SHINGLES OR I SAAC — RA E GALVANIZED METAL 430 Main Street ROOF SHINGLES,TYP. 2nd Floor Greenport NY 11944 Contact:Isaac Clay Coffey R.A. EXISTING WINDOW TO NYS LIC#039767 REMAIN T.347-276-6093 E.clay@isaac-rae.com Project: EXISTING STAIRS Town Harbor Lane &DECK TO BE REPAIRED; 2080 Town Harbor Lane REFER TO A-501 Southold,New York11971 LL Project No.: > EXISTING / IR-02 EXISTING ii N WINDOW TO WINDOW TO i REMAIN /j Beall signature: REMAIN i� Fi n� — III r NT 397bT O� rFOF14 II - - - - -III— — —III_—II III-- - - III—III—III—I — I—_III— III—III—I ..—...—...=..=i i=i i= —I 11=1 I-1 1=1 I I-1 11=1 1=1 I I—III—I 11=1 11=1 1=1 I I-1 I I-1 1=1 11=1 1=1 11=1 11=1 1=1 11=1 1=1 11=1 1=1 1=1 1=1 I 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1I- - —III—III=III=III=III=III—III=III=III=III—III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III—III— — �IIIII�IIII IIIII�IIII IIII IIII�IIII�IIII�IIII IIIII IIII�IIIII IIII IIII�IIIII IIII�IIII IIII IIIII�IIII IIII IIII III IIIII III IIIII�IIII�III Date: S.I.: Drawing Title: a EXISTING CABANA EXTERIOR ELEVATIONS m- v m m n — N Drawing No.: 0 Do A-204 . 003/8'= CABANA EXTERIORELEVATION2 CABANA EXTERIOR ELEVATION 1 1'0" 3/B"=1'0" ililililililililililililililililllililililililililililililil NOTES GENERAL NOTES: DRAWING ISSUE 1.EXISTING LIGHTHOUSE STRUCTURE TO REMAIN,TO BE REFURBISHED. No. DATE ISSUED FOR 2.RECLAD EXTERIOR WITH LIKE IN KIND MATERIALS. 1 En SQO2a TRUSTEES FILING 3.CONTRACTOR TO VIF ALL DIMENSIONS. 2 3 4 5 6 7 a 9 10 11 12 Revisions Revision Number Revision Description Revision Date • THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET.ALL OTHER MATTERS SHOWN ARE NOTTO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. comultants: Surveyor: Nathan Taft Corwin III Land Surveyor P.O.Box 16 James o New York 11947 o ® E E I V E 0 n FJUN72 2024 =iii=iTi=iTi=Ti=iTl=i i=i i i=i i=i = =i i=i i=iTi=i i i=i i=iTt=i_TI=i i i=i i r- =i i la ll]i i=i t i i=i i i=i i i=1 i=i i=i i=iTi=i i i=iTi=iTi=iTi=i i i=i i i=i i t 11=III=III=III—III=III—III—III—III—III -III—III—III=III—III—III—III—III=III=1 11=III=III=III=III—III—III—III=III= —III—III—III=III=III=III=III=III=III—I A.n Southold Town — n LIGHTHOUSE ELEVATION H n LIGHTHOUSE ELEVATION G n LIGHTHOUSE ELEVATION F n LIGHTHOUSE ELEVATION E BltatdofTrustees 1/4"=1'-0" 1/4"=V-0" 114"=1'-0" 1/4"=1'0" E Il- Architect of Record: z-r _2°5.°° ISAAC - RAE 430 Main Street 2nd Floor D 9 F Greenport NY 11944 d Contact:Isaac Clay Coffey R.A. NYS LIC#039767 T.347-276-6093 E.clay@isaac-rae.com TFo H SHt� Project: _ °Fs Town Harbor Lane ® ® 0 Southold Town Harbor Lane Southold,New York 11971 Project No.: A-205.0 b C b b IR-02 B -205.00 SwV Signature: LL i lb• �b � F��1+1 9,°i FOF NE`� B tr• H CA-205.00 r\5 a•.Io• IeA/ 205.00 w Date: Scale: A ns r+mEo U Drawing Title: EL- LIGHTHOUSE EXTERIOR ELEVATIONS Do 1— I I—III— I I LIL-- IF,—E 4, -�I I—I —�I I Drawing No.: o -III—III—III—III—III—III—III—III—III— II—III—III—III—III—III—III—III—III—III- I—III—III—III—III—III—III—III—III—II II—III—III—III—III—III—III—III—III—I rn n LIGHTHOUSE ELEVATION D n LIGHTHOUSE ELEVATION C n LIGHTHOUSE ELEVATION B n LIGHTHOUSE ELEVATION A n PROPOSED LIGHTHOUSE FIRST FLOOR PLAN A-205 - 00 1/4"=1'0" 1/4"=1'-0" ��74� bin— — — — — — — — 1, /4"=1'-0" 1'-0" IIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 5'192024 TRUSTEES FILING 2 3 4 5 6 7 B 9 10 11 12 6 5 5010 -5010 E%IB WOOD RAILING ReVISIDnB TO BEE RE REPLACED IN KIND Revision EXISTING WOOD STAIR TO Number RewSien Description Revision Date BE REPLACED IN KIND EXISTING WOOD WALK TO EXISTING WOOD BE REPLACED INKING STAIR AND TO BAY TO BTAI�R LANDING 015.1 jJ�I I I—LJi� TO BAY TI BE EXISTING WOOD DECK V III I I I I REBUILT IN KIND AND GUARDRAIL REUILT IN D BE ND _ REBUILT IN KIND _ I—I�I—III—III—IIII EX STING I—I I�I I I III III III I I I III III III DECKANDW00D EXISTINGWOOD r` _ I—III I I4 —IIII III—III—III—III— GUARDRAILTOBE BULKHEAD TO REMAIN I_ THIS APPLICATION IS APPROVED ONLY FOR WORK TB REBUILT IN KIND 6.9 — _ — a_�_!_I$I il—u.l—I�1 — INDICATED ON THE APPLICATION SPECIFICATION SHEET.ALL EXISTINGWDDDSTAIR _ I I—III—al III—III—III—III— OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON.OR DOWN TO BAY TO BE _ TO BE CONSIDERED AS EITHER BEING APPROVED OR IN REBUILT IN KIND �CABANAF FL].8 - ACCORDANCE WITH APPLICABLE CODES. EXISTING WOOD STAIR IANDING I].3 -It�1I Ir�TI I7—I —I�Iy'�ItII HA AND TO BAY TO DOWN —III III—III III III—I I I—III—III—III—I I REBUILT EB ILTI BEI— REBUILTINKINO y'-10,14� —T-51/4� III—III—III—III—I Consultants: _ _ _ I _ _ = I 1=III—III=I I I—III—III—III—III—III—III—III—III—III—III—III—III SUrveV°r: III—III—III—III—III=I� �—III—III—III—_:'ri�_ _—g33fd—_ III=III=III—III—III—III—III=III—III—III—III—III—� Nathan Taft Corwin III I—III—III=III—III—III— III—III—III—III—III I I —III—III—I I —I I—III—III—III—III—III—III—III—III—III—III—III—III- Land Surveyor illlliillliilllliilllliilllliill_I II�IIIII�IIIII�IIIIIiIIIII IIIII�IIIIIiIIIIIiIIIIIIIIIiIIIII�IIIII�IIIII�IIIIIiIIIIIiIIIIIiIIIIIiIIIIIiIIIIIiIIIIIiIIIIIiII P.o.Box 1s — D 4 d ET t n STAIR ELEVATION 2 2 STAIR ELEVATION JUN 2 8 2024 — --------------- --']--- goutholdTown Board ofTrustees ----------------------- EXISTING SPLIT RAIL FENCE TO REMAIN �_- /\ -------'� ----16 TOP OF BANK —— _______- Architect of Record: - ----------------------- _ _ I SAAC - RAE 0 _ _ -----------15-- 430 Main Street _ a 0 ---------------------------------------------- 2ndFloor �WOOD STRINGER 14--- ROUTED TO ____ _RECEIVE TREADS - --------------------------------------- GreenportNY11944 ------"" EXISTING 24 SF WOOD Contact:Isaac Clay Coffey R.A. SOLID WOOD - ___---------13--- WALK TO BE REBUILT IN TREAD - -_ -------"-"--"-"------ - KIND NYSLIC#039767 2X WOOD ___-'' 1r__ T.347-276-6093 E.clay@isaac-rae.com --` NAILING BLOCK ------------------- _----_'--- _____---- -- _ _____1� Protect ---- --------------------------- -- - - -- 2 .OD-11-- Town Harbor Lane - „ CA RAILING -501.0 '- '-, 2-_ _____----"- _ -'" 2060TownHarborLane e ---------- _ -'' s EXISTING WOOD STAIR Southold,New York 11971 __ a-________-_g-__ DOWN TO BAV TO BE -- _ a -�' REBUILT IN KING STAIR STRINGER DETAIL --------------------- --------------- ---------------3-3,14'-- _�-T,/4_ �.,,�' Project No.: _ - IR-02 1 1/2"=1'-0" SeaU Signature: 4X4 RAILING POST EXISTINGCABANA STRUCTURE TO REMAIN, REFER TO A-104 AN0 EXISTING STEP INTO ED 2X4 MID RAIL R COLUMN A-2� - CABANATOBE COLUMN ISTFECTEIt To.EYAViI a ']�' REBUILT IN KIND ��5 GG V CD SIMPSON F]a 2845E E%ISTING WOOD ��•�� STEEL DECK TO BE REBUILT IN SA DUE E%ISTING WOOD KIND it BULKHEAD TO REMAIN; BRACKET TB].4 rp •ti (TYP) BB 3.5 ' BULKH ATO O WOOD R 7 Q' — BULKHEAD T REMAIN; 3978 III_ GALVANIZED STRINGER TB E'9 F OF t4 _ ROUTED TO BB 4A —III—III_ LAG BOLTS RECEIVE c EXISTI III—III—III • III—I LL DOWN TREADS NG WOOD STAIR i3 C b DOWN TO BAV TO BE III—III—• ° _ REBUILT IN KING L ANCHOR WOOD SOLID BOLT TREAD za fne III—III—III .�.'. —III=III= CAST IN 34w T/ts Data: Scale: —III—III �'•i _ _ PLACE 2XWOOD AS10E d III—III—III ',: ':•. III—III— FOOTING NAILING BLOCK Dr-ing Title:STAIR PLAN AND DETAILS III—III— '.' ':."-. •.. I I=III—I I l m III=11I= I .. III—III— A-501.00 sr Drawing No.: n COLUMN DETAIL n STAIR DETAIL n ENLARGED CABANA STAIR PLAN `� 1 1/2"=1'-0" 1 112"=1'-0" I 1/4"=1'-0a A-501 . 00 IIIIIIIIIIIIIIiIIIIIIIIIiIIIiIII IIIIIIIIIIIIIIIIIIIIIIIIIII NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 Wl M026 TRUSTEES FILING 2 3 4 5 6 7 8 9 SO 11 12 Revisions I I Revision Number Revision Description Revision Date 1 i — I EXISTING WINDOWS TO BE EXISTING DOOR TO BE REPLACED IN LIKE IN KIND REPLACED IN LIKE IN KIND PLI VON SAPPROVED ONLY RAILINGS BE // NDICAPTED ONMEIAPPLICATION SPECIFICATION SHEET.ALL OR WORK REPLACED WITH LIKE IN EXISTING DOOR TO BE KIND MATERIALS / // REPLACED IN LIKE IN KIND TO E CONSIDERED D AS EI ARE NOT TO RE PROVED OR IN,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. I b m FIRST FLOOR ANNEX n — T-2" V consultants: ms Surveyor: Nathan Taft Corwin III I I—III—III III—III—I -III-III—I -I I-I I=I I=III=III=III=I I i—III-I I-I III=I I I I I= Land Surveyor P.O.Box16 s�D• zr-n• s•-0,m a-z• Jamesport,New York 11947 _ p C C RIVE n PROPOSED MAIN HOUSE DECK ELEVATION 1/4"=1'-0" iz JUN 2 8 2024 1 Southold Town Board of Trustees Architect of Record: • � ISAAC — RAE :� rn,9Ia• so• r-+I 9Ia• 430 Main Street 2nd Floor Greenpottl♦ Contact: I NY 11944 lay Contact:Isaac Clay Coffey R.A. NYS LIC#039767 UP T.347-276-6093 E.clay@isaac-rae.com Project: _ = Town Harbor Lane m ' m I- F-IW a•m ill 8'-2• 1•4 31 [4 c 2080 Town Harbor Lane Southold,New York 11971 N ill H=2'6• Project No.: IR-02 OUTLINE OF EXISTING SeaU Si atUle: DECK FOOTPRINT gn (DASHED) LINE OF 100'-0- SETBACK FROM T.O. 0 Al�Oy BANK b ��\ C, Y00�P a 65 SF OF NEW DECK UP FOOTPRINT(HATCHED). TO BE CLAD IN LIKE IN KIND MATERIALS T r 3g76R y�Q FOF 14 �1 ALIGN RAILINGS TO BE 5'-0• 21'-11• 5'912• 3'2' STAIRS AN O HANDRAIL REPLACED WITH LIKE IN TO EE REPLACED WITH KIND MATERIALS , LIKE IN KIND 2 MATERIALS A-502.00 Date: Scale: ASNDTED I—J Drawing Title: a . a_ MAIN HOUSE DECK DETAILS In C, on N — n MAIN HOUSE PROPOSED DECK PLAN Drawing No.: N• — I 1/4"=1'-0" A-502 . 00 m— I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I NOTES DRAWING ISSUE NO. DATE ISSUED FOR i 6/192024 TRUSTEES FILING 2 3 4 5 6 7 8 9 u„ „u SO II I�I 11 IIII IIII 12 L. IL Revisions Numher� Revision Descriptlon Revision Date �,o n 1_-1 I l l I I,I I f � I I . L AL6" 2'-21/4 3" 2'-2114" '-21/4" 2'-21/4" THIS APPLICATION IS APPROVED ONLY FOR WORK u INDICATED ONTHEAPPUCATION SPECIFICATION SHEET.ALL OTHER MATTERS SHOWN ARE NOTTO BE RELIED UPON,OR m TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE Wrni APPLICABLE CODES. REPLACE WINDOWS `f WITH IN LIKE IN KIND 1 141 o MATERIALS Consullants: REPAIR BAY WINDOW I Surveyor: Nathan Taft Corwin III STRUCTURE AS Land Surveyor NEEDED AND RECLAD N P.O.Box 16 IN LIKE IN KIND N 'III Jamesport,New York 11947 — MATERIALS � � 1�11-L1 FIRST FLOOR MAIN HOUSE I I 1III 1 1 1I 11 )11 11 I I 1 1 — 8(IIF FR E E I V E JUN 2 8 2024 l 1 E � 1=1�1=1 11=1�1=1 I �old Town y illlli11111i11111illlllilllllillllli11111illlililllllillllli11111illlliilllllillllli11111illlllilllli11111i1111illl Board of Trustees Amhitect of Record: n PROPOSED MAIN HOUSE BAY WINDOW ELEVATION ISAAC — RAE G 430 Main Street 1/2"=1'-0" end Floor Greenport NY 11944 Contact:Isaac Clay Coffey R.A. NYS LIC#039767 T.347-276-6093 E.clay@isaac-rae.com Project: Affil Town Harbor Lane 2080 Town Harbor Lane N N Southold,New York 11971 V N Project No.: ■ .�■ IR-02 Seat/Signature: _._._._._._._._._._._..... _._._._ Sill H=r.2• LINE OF 1 00'-O"SETBACK / h FROM T.O.BANK `ygER�DY 0 1/2" 9'-6" 1/2 o _ EXISTING BAYWINDOW 101-11" t' FOOTPRINT TO REMAIN; REPAIR WITH LIKE IN KIND NT QY MATERIALS T 39761 y0 2 FOF Ni%"N A-503.00 u Date: Scale: — A6 NmeO drawing Tlue: = SLAIN HOUSE PROPOSED BAY WINDOW PLAN MAIN HOUSE BAY WINDOW DETAILS N Drawing No.: 0 cW A-503 - 00 NOTES • — I I I T I I I I 1 11 DRAWING ISSUE NO. DATE ISSUED FOR I22 ll J. WM024 TRUSTEES FILING 2 I va• 66 v4• ea ve• I oN- 4 6 7 E E \ E O B NEW PTD.WOOD HANDRAIL 10 � 11 NEW PTD.WOOD POST CAP 12 — oy4• � Ia-Ioy4• Ilai• NEW PTD.WOOD 4X4 POST PROPOSED IIII Revisions RAILINGS TO BE LLi_L1 - I REBUILT,SIMILAR �_ Revision NEW PTD.WOOD WALL TO EXISTINGEE - �— Number Revision Description Revision Date zu II II II ff CAP NORTH SIDE STAIR o t L ll_L.L HANDRAIL;TO BE IN I I _ _ _ FIRST FLOOR MAIN HOUSE LIKE IN KIND ❑ / ❑ -g�8 MATERIALS _ FIRST FLOOR MAIN HOUS_ E_n J I_ LLl LIL' III II II I 8 e"V 1L. .LJl EXISTING EAST SIDE STEPS TO BE NEW FRAMED WALL Z CLAD IN SHINGLES, III TO BE IN LIKE IN KINDEXTENDED AND REFURBISHED WITH TO EXISTING LIKE IN KIND _ / THIS APPLICATION IS APPROVED ONLY FOR WORN MATERIALS INDICATED ON THE APPLICATION SPECIFICATION SHEET.ALL III—III—III—III—III—III III III—III=III—III—III—III—III—I I OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN I—III—III—III—I I—I I—II I—III—III—III—III—III—III—III—III -III—I I I I_III_I I I_I I—III—I I,!'-0,<•I I—III=III—III—III—III . I—III—III—III ACCORDANCE WITH APPLICABLE CODES. III—III—III—III—III—III—III—III—III—III—III—III—III—III—II �—III _—_—_—_—_—_- -_—_—_—_—_— III—III—III—I I—III—III—III—III—III—III—III—III—III—III—III—III—III—III -III—II — — — — _ ,z<,4 _ _ _ _ _ II—III—III—III- _ ConsD,ta its: Surveyor: Nathan Taft Corwin III Land Surveyor P.O.Box 16 EAST STAIR ELEVATION 3 PROPOSED MAIN HOUSE EAST SIDE STAIR ELEVATION 1 T`C E ErE _. JUN 2 8 2024 I 9 3/4" 6'-9" 4'-1 1/2" 9 3/4" _ Southold Town Hi Board ofTrustees . y Architect of Record: 430 Main Street 2nd Floor LINE OF 100'-0" I I I Greenport NY 11944 SETBACK FROM T.O. Contact:Isaac Clay Coffey R.A. BANK I I I—_;� NYS LIC#039767 6 II I N T.347-276-6093 E.clay@isaac-rae.com I ar4• s•�s v4• I I I � RECLAD DECK IN project: NEW PTD.HANDRAIL LIKE IN KIND MATERIALS NEW PTD.POST CAP I I I Town Harbor Lane w ?NEW PTD.4X4 POST _ v I 2060 Town Harbor Lane ? I I I Southold,New York 11971 NEW PTD.WOOD PROPOSED RAILINGS - TO BE REBUILT, I I I 9 SF OF NEW DECK Project No.: _ WALL CAP _ _ _ FIRST FLOOR MAIN HOUS_ E_n SIMILAR TO EXISTING I I FOOTPRINT IR-02 LNORTH SIDE STAIR N a (HATCHED);TO BE NEW FRAMED WALL HANDRAIL;TO BE IN I I - CLAD IN LIKE IN KIND Seal/Signature: LIKE IN KIND MATERIALS CLAD IN SHINGLES, _ I I I �q TO BE IN LIKE IN KIND MATERIALS I I N — TO EXISTING N _ ' —LLB � � � EXISTING DECK A-504.0 a I I s -soa.aD Og�GOUTLINE OFR�Dy�o�i �1J1„ 1J.1I, 1 � II I 771_____________ FOOTPRINT _ -III—III—III—III—III—III—III—I (DASHED);DEMO —III—III—III—III—III—III—III EXISTING AND PLANTER BOXES -III III—ICI—I�l ICI—ICI—ICI I� tp r 4_ � UP N 9 3/4' 10'-10 314" 9 3/4" F OF NE`t't A-504.00 Date: Scat.: u Drawing Title: .—ED a. N— EAST SIDE STAIR DETAILS n EAST SIDE STAIR ELEVATION 2 EAST SIDE STAIR DETAIL PLANS - Drawing Nc.: or `� 1/2"=1'-0" I 1'-0" A-504 . 00 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII NOTES DRAWING ISSUE NO. DATE ISSUED FOR i &IM024 TRUSTEES FILING 2 3 4 S 6 7 8 9 10 11 12 13/4" 4'-101/4" 3'-81/2" 13/4" 134" 3'-8 1/2" 4'-101/4" 13/4" Revisions — Revision Number Revision Description Revision Date NEW PTD.WOOD _ HANDRAILNEW PTD. N N x x NEW PTD.WOOD _ _ _ HANDRAIL POST CAP o o a NEW PTD.POST NEW PTD.WOOD CAP 4X4 POST I I NEW PTD.WOOD 1__L x x - - - - NEW PTD.4X4 POST _ THIS APPLICATION IS APPROVED ONLY FOR WORK WALL CAP -- v a NEW PTD.WOOD INDICATEDONTHEAPPLICATIONSPECIRCATIONSHEEr.ALL AWALL CAP OTHER MATTERS SHOWN ARE NOTTO BE RELIED UPON.OR } TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. NEW FRAMED m _ 4 _ WALL CLAD IN a SHINGLES,TO I I I ' BE IN LIKE IN I ( I 111 a EXISTING KNEE Consultants: KIND TO _ _ _ _ _ WALL STRUCTURE Surveyor: EXISTING — — —1'-11 1/4" ---=—=7'_10 3/4"-- _ — —ITi_ iTl ITI — TO REMAIN AS Nathan Taft Corwin III -I —I —I — — —_— H=4 —_ — -10 1/4"=III=I —� —III—I li POSSIBLE;RECLAD Land Surveyor =III—I III—I I I—I I I—III—I 1:9'-10"I=I I I—III=III=III I I _ _ _ _ _ _ _ III, III III— IN LIKE IN KIND P.O.Box 16 f-Hi-Ht--Itt-itt-t ht-httI=III=III=III=8'-101/4�=III=III=III=I I13/4 —III—_I I MATERIALS _��_��_��_��_��_��_��_��—��_��—��_��_�� III n NORTH SIDE STAIR ELEVATION 3 n NORTH SIDE STAIR ELEVATION 1/2"=1'-0" 1/2"=1'-0" JUN 2 8 2024 Southold Town 1 ( EX Board OfTrustees ISTING PORCH TO — � REMAIN,PROTECT IN PLACE Architect of Record: A-505.00 LINE OF 1 4 SETBACK FROM T.O. I SAAC — RA E 2'-2" BANK 430 Main Street 'I 2nd Floor 11_ _ Greenport NY 11944 2 SF OF NEW RAILING Contact:Isaac Clay Coffey R.A. 1'-11 1/4" FOOTPRINT,TO BE NYS LIC#039767 1 CLAD IN LIKE IN KIND T.347-276-6093 E.clay@isaac-rae.com DETAILS y@isaac-rae.com 4'-0" 4'-8 1/4" TO BE SIMILAR TO project: EXISTING RAILING - - - - - - Town Harbor Lane / OUTLINE OF 6" 6" / EXISTING DECK-• Southold, Town Harbor Lane FOOTPRINT 0 -sos.00 Southold,New York 11971 93/4' (DASHED) 11 3/4" Project No.: IR-02 TYP o- Seal/Signature: RECLAD DECK IN PROPOSED a (x7 v LIKE IN KIND RAILINGS TO BE L W MATERIALS REBUILT;TO BE IN c x J LIKE MATERAIS- - io O1 0 .�f�R1=DARCy a 1 FIRST FLOOR MAIN HOUSE _____ •______ EXISTING KNEE WALL r EXISTING NORTH - x g'- ? -- ---------"`--- AND RAILING TO BE _ SIDE STEPS TO BE " REFURBISHED WITH REFURBISHED WITHIr IN LIKE IN KIND LIKE IN KIND _ a 8'-10 3/4" 11 1/4 MATERIALS; MATERIALS 'v a MAINTAIN EXISTING TF 3g78�-10 m � NEW FRAMED WALL 9'-10" STRUCTURE AS PH CLAD IN SHINGLES, POSSIBLE TO BE IN LIKE IN EXISTING KNEE I I KIND TO EXISTING 3IM I M" ,I I WALLSTRUCTURE _ _ _ _ _ _ _ _ _ _ _ _ _ _ H TO REMAIN AS A-505.00 Date: Scale: POSSIBLE;RECLAD =1 I I=1 I I=1 I I °III=III=1s'-a 3/a"I=1 I I=1 1 Is" 111=1 I P=If i I I I=I I I=111=1 11=1 I I=1 11= U IN LIKE IN KIND DrawingTitle: ASNo.eo EL. MATERIALS 9.0 m— NORTH SIDE STAIR DETAILS m ri n NORTH SIDE STAIR ELEVATION 2 n NORTH SIDE STAIR DETAIL PLAN Drawing No.: 1/2"=1'_0" I 1/2"=1'_0" A-5 0 5 . 0 0 Glenn Goldsmith,President V SD!/T,y Town Hall Annex A.Nicholas Krupski,Vice President ®� ola 54375 Route 25 P.O.Box 1179 Eric Sepenoski i�f Southold,New York 11971 Liz Gillooly G Q Telephone(631) 765-1892 Elizabeth Peeples _ Fax(631) 765-6641 - C E BOARD OF TOWN TRUSTEES JUN 2 8 2024 TOWN OF SOUTHOLD This Section For Office Use Only Southold Town Board of Trustees Coastal Erosion Permit Application Wetland Permit Application Administrative Permit __Amendment/Transfer/Extens'on Received-Appl ication: Received Fee: s /' a Completed Application: aZ- Incomplete: _ SEQRA Classification: Type l__ Type lI Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): LWRP Consistency Assessme t F rm Sent:. ay CAC Referral Sent: I T �0 _Date of Inspection: Receipt of CAC Report: _Technical Review: Public Hearing Held: Resolution: Topaz Page-Green, Emmanuel Roman Owner(s) Legal Name of Property (as shown on Deed): 2080 TOWN HARBOR LANE SOUTHOLD NY 11971 Mailing Address: - Phone Number: 646-275-2447 Suffolk County Tax Map Number: 1000 - 65.-1-16 2080 TOWN HARBOR LANE SOUTHOLD NY 11971 Property Location: (If necessary, provide LILCO Pole#, distance to cross streets, and location) MARGOT COFFEY, CLAY COFFEY AGENT (If applicable): 430 MAIN STREET 2ND FL GREENPORT NY 11944 Mailing Address: 347-276-6093 MARGOT@ISAAC-RAE.COM, Phone Number: Email: CLAY@ISAAC-RAE..COM _ &)AA , i, card of Trustees Applicat i GENERAL DATA 2.113 acres Land Area(in square feet): _ -- Area Zoning: R-40 Previous use of property: SINGLE FAMILY RESIDENCE Intended use of property: — SINGLE FAMILY RESIDENCE Covenants and Restrictions on property? Yes _E _No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? Fl 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 JE__No If"Yes", please provide copy of decision. his project re any demolition as per Town Code or as determined by the Building Dept.? X Yes IINo Does the structure(s) on property have a valid Certificate of Occupancy? Yes=No Prior permits/approvals for site improvements: Agency Date ELNo prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? I X I No ❑ Yes If yes, provide explanation: Project Description (use attachments if necessary): Restore existing 184 sq ft beach cabana and 292 sq ft cabana deck in kind. Restore existing 152 sq ft light- linilve in need nf J13terinr al]d i-Xterinr repair 'Replacement in kind nf exigtil3g wil3rla'tATS and donrq un tbe and east elevations of the main house that fall within the 100 ft wetlands setback.Rebuild and expand existing dork An e-nra ride-of mnip Louse by 65 sq ft Deck stairg And hnndrafl to ho vghuilt in kind Re-build existing stairs and porch landing on eastern side of main house. Proposed railings to be rebuilt, similar to ex4sting north side stair handrail,to be in Idnd materials. Repair existing poreh and rebuild existing stairs on oard of Trustees Applicat _ _.i WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: PROPERLY MAINTAIN AND RESTORE ACCESSORY BUILDINGS THAT ARE FALLING TACT AND OPERABLE. TO PROPERLY PRESERVE THE EXISTING MAIN HOUSE PORCH KIND. EXPANDING THE EXISTING EAST SIDE PORCH LANDING AND STAIR,AND TO EXTIANDTAST STDE ANNEX DECK BY 65 SQ FT AND REBUILT DECK STATR!N KIND. Area of wetlands on lot: 10,495* _ square feet INCLUDING UNDERWA- Percent coverage of lot: 6.47* % TER GRANT ACREAGE 13'3" Closest distance between nearest existing structure and upland edge of wetlands: _ feet Closest distance between nearest proposed structure and upland edge of wetlands: 13'3" feet Does the project involve excavation or filling? X❑ No Yes If yes, how much material will be excavated? NA cubic yards How much material will be filled? NA cubic yards Depth of which material will be removed or deposited: NA feet Proposed slope throughout the area of operations: LESS THAN 1% Manner in which material will be removed or deposited: NA 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): A silt fence buffer will line all wetland boundaries during construction.All construction will e in an effort o restore the accessory structures at are in isrepair. is revitalization ot the existing accessory structures located in the wetland and tidal water area will prevent further eroding of the structures. 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: 2080 TOWN HARBOR ROAD Project Location(describe,and attach a location map): 2080 TOWN HARBOR ROAD Brief Description of Proposed Action: Restor an existing 184 sq ft beach cabana and 292 sq ft cabana deck in kind.Restore existing 152 sq ft lighthouse inn d of interiorand exterior repair in kind.Replacement in kind of all existing windows and doors on the north and east sides of the main ouse that fall within the 100 ft wetland mark.Rebuild and expand existing main house deck on the east side of ouse by 65 q ft. Deck stair and handrails to be rebuilt in kind.Rebuild existing stairs and porch landing on eastern side of t e main house.Proposed stair railings to be rebuilt using in kind materials to match the existing north side stair handrail. Repa r of existing porch and rebuild existing stairs on the north side of the main house and rebuild handrails. Name of Applicant or Sponsor: Telephone: ISAAC-RAE STUDIO,MARGOT+ CLAY COFFEY E-Mail: Address: 430 MAIN STREET 2ND FL City/PO: State: Zip Code: GREENPORT NY 11971 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? ❑ If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s) name and permit or approval: DEC WETLANDS PERMIT 3.a.Total acreage of the site of the proposed action? acres b.Total acreage to be physically disturbed? _023 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 2.113 acres 4. Che I an us at occur on,adjoining an ar the propq=4 action. Urban Rural(non-agriculture) Industrial Commercial ❑X Residential (suburban) Forest [:]Agriculture Aquatic QOther(specify): EParkland Page I of 4 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? X b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7, is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes, identify: 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? Ix c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? I- 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: ❑ M 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ FRI 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: . ❑ The r storation project scope does not include a bathroom, no wastewater utilities necessary. 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? X b. Is the proposed action located in an archeological sensitive area? X 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b. Would the proposed action physically alter,or encroach into, any existing wetland or waterbody? X If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: 14 1&pntify the typic bitat types that oc n,or are likely to be found on t1�-project site. Check all that apply: X 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? X 16.Is the project site located in the 100 year flood plain? NO YES X UT 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO If Yes, a. Will storm water discharges flow to adjacent properties? ENO OYES D b. Will storm water discharges be directed to established conveyance systems ff an m drains)? If Yes, briefly describe: t7NO 2jyES our proposed site plan shows gutters and leaders to drywells Page 2 of 4 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids (e.g.retention pond, waste lagoon, dam)? If Yes,explain purpose and size: © ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE MARGOT COFFEY 6/20/24 Applicant/sponsor name:. Date: Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all ofthe.following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning ❑ regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? i. 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 El ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or El ❑ 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 ❑ ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: ❑ 1-1a. public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, El ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ Elproblems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility,geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. ElCheck this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 Dard of Trustees Appl.icat I AFFIDAVIT BEING DULY SWORN )DEPOSE AND AFM VI�T AT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENT'S 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 SOUTHOLdD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTIIOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PEWAX 1.(S), IF GRANTED. IN COMPLETING THIS APPLICATION,I HERE B Y AUTHORIZE THE TRUSTEES,THEIR AGENT(S)OR REPRESENTATIVES,INCLUDING THE - CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSP,ECY"THE PREMISES IN CONJUNCTION WITH'f'4IIS APPLIGAT4ON9 — 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 BOA-RD OF TRUSTEES DURING THE TERM OF THE PERMIT'. 4Siae of Property Owner Signature of Property Owner SJORN TO BEFORE I M IS JJ"'t DAY OF 5110 Notary Public — a CALIFORNIA JURAT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document,to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. STATE OF CALIFORNIA } COUNTY OF Los Angeles } Subscribed and sworn to (or affirmed) before me on this day of L L`"t Date Month Year by C�. �Gt111` 4L it— Qi'ti Name of Signers proved to me on the basis of satisfactory evidence to be the person(s)who appeared before me. RACHEL MINTZ Signature: Notary Public-California Los Angeles County Signature of Notary Public Commission#r 2489351 My Comm.Ex i es May 11,2028 Seal Place Notary Seal Above --------------------------------------------------- OPTIONAL--------------------------------------------------- Though this section is optional, completing this information can deter alteration of the document or fraudulent attachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s)Other Than Named Above: ioard of Trustees Applicsat, _L AUTHORIZATION (Where the applicant is not the owner) We, 0 tMLI �� — C U c �J owners of the property identified as SCTM# 1000-__65.-1-16 in the town of Southold New'Fork, hereby authorizes _._- Margot Coffey,Clay Coffey/Isaac-Rae Studio _ to act as my agent and handle all necessary work involved with the application process for permit(s)from the Southold Town -- Board of Trustees for this property. 4proyjwd—jnje0r'sffig2in;affiProperty Owner's Signature SWORN TO BEFORE ME THIS DAB'OF� } 20 Notary Public ALIFORMA 9URAT➢ A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document, to which this certificate is attached, and not the truthfulness, accuracy,or validity of that document, STATE OF CALIFORNIA } COUNTY OF Los Angeles Subscribed and sworn to (or affirmed) before me on this day of f 2�2-q a°te Nbnlh Year Nome of signers proved to me on the basis of satisfactory evidence to be the person(s)who appeared before me. RACHEt.MIN3Z Hottry Public•Confomfa Los Angola$County Signature: Commission#2489351 Signature of Notary Public MY Comm.Ex fres may 11.2028 Seal Place Notary Seal Above --------------------------------------------------- OPTIONAL--------------------------------------------------- Though this section is optional, completing this information can deter alteration of the document or fraudulent attachment of this form to an unintended document. Description of Attached Document ! Title or Type of Document: li 'A Document Date: Number of Pages: Signer(s)Other Than Named Above: i APPLICANIYAGENT/RE,PRESEN'fA'X'IW, TRANSACTIONAL DISCLOSURE MORN! ��fs�it,�M's Cade of iithics ptoltittiL conR4ets of ime,nest on Itacs�p w (fts�t;z.1�d�Cmnlovccs 'i'he rrurt�of 1h(s..(4.itt1.(S_R4.PNK�g jtlfolLRr4lARIl a'1u�j.�n®tart L+e Iowrt�y�ccil le stirs liclssi)jnterest ld allow ft to lake wha�cv_� ic. lI1QS&�lY,to avoid same. YOUR NAME: C.G24 ( st name,Hest ,jpidd14 Initial,unless you are applyingin 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 brlevmtce Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (lf"Other'',name the activity.) Do you personally(or through your company,spouse,sibling,panmt,orchild)leave a relationshhip with airy officer Or enrp'c ce of the Town of Southold? "Relationship"includes by blood,marn9gc,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 51/16 of the shares. YES NO Ifyou armNwed"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 Dc=ile the relationship between yourself(ft applicantlagcrittrepresentative)and the town officer or employee.Either check- the appropdaW line A)through D)and/or describe in the space proJided. The town officer or employco or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applic�nt (when the applicant is a corporation): B)the ko orbeneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation): C)an officer,director,partner,or employee of die applicant;or D)the actual applicant, DESCRIPTION OF RELATIONSHIP Submitted this day of 2009 ZW Sigrutluro Print Name t A Farm TS 1 Board of Trustees Applic�'-Ga=on PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: - 4, STATE OF NEW YORK COUNTY OF SUFFOLK , residing at , being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of , 20 Notary Public Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: 14Z PAfie-Cuff tgMM AM-L - NAME: ADDRESS`- CZ� -T�?-NQC\S S-rf-fH"jNC- SIFA CLOFF- �3 ) WSS A t J oV ftOA cal V�1F 0�LL l 13 PC)U "Il L 9-0hczE��Wo C�j Cu 1F�eN G L-P L-94TAM k U1 SST 2.0 05rQ-0N.E AV&i P-A',gCrA 1S L I C A "Ai p r tr PSI C,I S 1y"1 �`,�1 s-r 1 -3 U N--j I Ny C� PPAON p� � �N �i '�1v TON , 5GV"tfL-P , �y LANF ►� � �g2 s�S � , �� ,�uvN � µ Lam, s �Ny STATE OF NEW YORK COUNTY OF SUFFOLK /4W� ( S'kAC , residing at zl f0 lime 15 der, 7m,> Fi-- �i��ntN��- , being duly sworn, deposes and says that on the r day of , 20 4, 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 GgEiFlyPa-1'r 4U , that said Notices were mailed to each of said persons by CERTIF ED MAIL/RETURN RECEIPT. f Sworn to before me this 1 Sig ature Day of -5e ,A, 16" , 20 _ CONNIE D.BUNCH Notary Public,State of New York No.01BU6185050 folkCo Qualified in Suffolk County Notary Public Commission Expires April 14,2 �7 Postal o RECEIPT . 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Ll 4 an----�^- `c'--- Sent To 77 nnvlyyf�� '! i ca Street an Ap.No.,or PO Y_�J"? I T_ 1----------------- � ,�`/ ,r•� °- city ©iPLr) �a® `!f �,�iK1 `Q StieetanBAp{�No;& it all _.-- --.---------------------------------- ka:L:lq _1_FI n I e-_ �► �} -7S- I � City,Stat ZlP+4�� I •a , Glenn Goldsmith,President o %UFFQ(,fCOG Town Hall Annex A.Nicholas Krupski,Vice President y 54375 Route 25 Eric Sepenoski y = P.O.Box 1179 Liz Gillooly o • Southold,NY 11971 Elizabeth Peeples 4,, �a0� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of TOPAZ PAGE-GREEN& EMMANUEL ROMAN COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING Y ? TENGH D`O1 Off'COMPLETE T-HZS FORM UNTIL THE POSA;S'C E1II NED N�PLA:C FO A EASzSEVENDA�',S.PRZ, TOT EP J ICE HE�4R71VG�DA�T COMPLEX'E-�T-HISFO�R=1VI�ON�EI�G1�xT: �D.��Y�OR=L�A4TER I, HW&OrLc ,residing at/dba being duly sworn, depose and say: That on the day of 52Q20Lj , I personally posted the property known as zoy-) rvew 1-Mcstj - L^Nv-- by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday, September 18,2024. Dated: (signature) Sworn to before me this CONNIE D.BUNCH 12. h day off ,20,lr Notary Public,State of New York No. 01BU6185050 Qualified in Suffolk County h A Commission Expires April 14,2 O Notary Public , NOTICE OF HEARING 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: TOPAZ PAGE-GREEN & EMMANUEL ROMAN SUBJECT OF PUBLIC HEARING: For a Wetland Permit for the existing 2-% stor v dwelling and to perform repairs consisting of replacing windows and doors in-place; replace existing seaward side deck, railings and _stairs with new slightly larger deck; reconstruct existing east porch landing, railing and stairs in-place; reconstruct existing north porch landing, railing and stairs in-place; existing 152sq.ft. lighthouse to remain and repair the interior and exterior where necessary; existing 184sq.ft. beach cabana with an outdoor shower to remain and replace roof shingles, siding, windows and doors; and to replace in-place and in-kind existing upper wood platform with steps down to a partially cantilevered wood deck with steps to beach. Located: 2080 Town Harbor Lane, Southold. SCTM# 1000-65-1-16 TIME & DATE OF PUBLIC HEARING: Wednesday, September 18, 2024 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A_proposed action will be evaluated as to its significant beneficial and adverse effects,upon the coastal,area(which includes all of.Southold Town). 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be,explained in detail,_listinti both supporting and non- supporting,facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall-not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 65. 1 16 PROJECT NAME 2080 TOWN HARBOR LANE 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: Restore an existing 184 sq ft beachcabana and 292 sq cabana deck in kind. Restore existing 152 sq ig thouse in need •interior and exterior repair in kind. Replacement in kind of all existing windows and doors on the north and east sides •the main house that fall within the 100 ft wetland mark. Rebuild and expand existing main house ec on the east side of zouse by 65 sq ft.Deck stair and handrails to be rebuilt in kind. Rebuild existing stairs and porch landing on eastern side of .he main house. Proposed stair railings to be rebuilt using in kind materials to match the existing north side stair handrail. Repair of existing porch and rebuild existing stairs on the north side of the main house and rebuild handrails. / a\ Y . , Location of action: 2080 TOWN HARBOR LANE SOUTHOLD NY 11971 2.113 Site acreage: Present land use: SINGLE FAMILY RESIDENCE Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: MARGOT COFFEY, CLAY COFFEY (b) Mailing address: 430 MAIN STREET 2ND FL GREENPORT NY 11944 646-275-2447 (c) Telephone number: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes E] No❑ If yes, which state or federal agency? DEC — C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. aYes ❑ No ❑ Not Applicable This is a restoration project,replacing structure,windows and doors in kind as needed. The restoration will revi- talize the historic character of these existing buildings and enhance the community character by preserving the unique existing structures and making efficient use of existing infrastructure in order to minimize any effects of 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 0 Yes ❑ No ❑ Not Applicable The restoration of cabana, deck and lighthouse preserves the existing structures. The restoration of the existing main house confriliutes f—preserving the Victorian house,just repairihi-ifd replacing where essent_ial to revitt aline e structure. ere is no archaeological relevance tot is project. 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 X❑ Yes ❑ No ❑ Not Applicable All restoration, rebuilding and repairs will enhance the visual quality and scneic resouces in relationship to the town of southold. 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 X❑ Yes ❑ No ❑ Not Applicable The restoration of the cabana and lighthouse will be the least invasive-way to revitalize this structure. This is.in an effort to minimize loss of life, structures and natural resources from flooding and erosion.As part of a trust- ees landscape-administrative permit,the project-intends to replace and revitalize the dunes-along this property to 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 e beach cabana restoration includes a kitchenette sink and outdoor shower. a water line is currently con- nected to town water. Existing water supply to the cabana is noted on the plans. outdoor shower will be drained into a drywell that will also capture roof runoff 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. 0 Yes ❑No ❑ Not Applicable All standard precautions will e taken while restoration is in progress within the 100 ft wetTand barrier. Silt fencing and hay bails will remain along the boundary throughout construction. The restoration oft e struc- tures will further protect the Southold Town ecosystems especially wetlands and coastal fish by making sure the systems and buildings are in good standing and do no jeopardize the the quality of function of these ecosys- tems. 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 By restoring, repairing and replacing in kind a minimal impact will be made in terms of construction and therefore this further protects and improves air quality in the Town of Southold. 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. x❑ Yes ❑ No ❑Not Applicable By restoring the beach house, any further degradation of this structure will be prevented and therefore it will prevent any hazardous substances or waste from impacting the surrounding environment. 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. n ❑ YeLl No x❑ Not Applicable The proposed work does not impede or impact public access to or recreational use of coastal waters,public lands and public resources. 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. 0 Yes ❑ No ❑ Not Applicable There will be no new water-dependent uses in scope for this proposed restoration project. There will be no dis- turbance to the natural shoreline and water areas around this proposed project. 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 The proposed project does not impede or impact sustainable use of living marine resources in town waters. 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 x❑ Not Applicable The proposed project does not impede or impact agricultural lands in Southold Town. 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. U Yes ❑ No ❑ Not Applicable All areas around the lighthouse, cabana and main house will be carefully protected by silt fence and hay bales. Further protection of mineral resources will be done to retain and further protect the dunes and top of bank by restoring the native vegetation of the bank. Property bank to be revegetated with native shrubs and inva- PREPARED BY margot coffey TITLE applicant, Isaac-Rae DATE 6/20/24