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HomeMy WebLinkAbout1000-64.-3-11 OFFICE LOCATION: ��®f S® �® MAILING ADDRESS: Town Hall Annex �® �® P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 ® Telephone: 631 765-1938 cou1 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: April 5, 2022 Re: LWRP Coastal Consistency Review for FOUNDERS LANDING BOAT YARD, LLC SCTM# 1000-64-3-11 Costello Marine Contracting Corp. on behalf of FOUNDERS LANDING BOAT YARD, LLC requests a Wetland Permit to reconstruct previously existing 24.5'x59' building #5 and 24.5'x34.5' building#6 that were destroyed by a fire on 6/10/2021. Located: 1000 Terry Road, Southold. SCTM# 1000- 64-3-11. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP. This recommendation is made with the following consideration: 1. The proposed buildings are located with FEMA structural hazard areas (Limit of Moderate Wave Action). Due to the improvements on site and function of the buildings, there is little ability to relocate the buildings outside of the area. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney REEFED Town of Southold APR 0.5 2022 LNW CONSISTENCE'ASSESSMENT FORM Southold Town A. INSTRUCTIONS Planning Board I. 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 snaking 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 sig ificant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or"no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- suaportigg 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# 64 - 3 - 11 PROJECT NAME BUILDING RECONSTRUCTION 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: RECONSTRUCT PREP70USLYEXIST7NG BUILDINGS#5(24.5x59)AND BUILDING#6(24.5x34.5) DESTROYED BY FIRE ON 611012021. Location of action: 1000 TERRYROAD,SOUTHOLD Site acreage: 1.26 ACREAS Present land use: COMMERCIAL MARINA Present zoning classification: MARINE II 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:FOUNDERS LANDING BOAT YARD,LLC (b) Mailing address: PO BOX 2124, GREENPORT,NY 11944 (c) Telephone number:Area Code( )f631) 477-2700 (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes 0 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 fbr completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ©Yes F] No 0 Not Applicable We are requesting to reconstruct buildings that were damaged by afire. This is a commercial facility that is renting space to fisherman, oysterman, and boat builders. The entire property is making use of this location by engaging in water-dependent activities. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWIMP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No 0 Not Applicable This property has no significant historic resources. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ® Not Applicable The proposed building will be constructed in the same footprint, and with the same roof line as the previously existing buildings. The visual quality and scenic resources will not be affected by our proposal, tinacn aumuonm saws a nccxsszny NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LW" Section III—Policies Pages 8 through 16 for evaluation criteria F1 Yes F] No © Not Applicable Our proposal will not have any influence on the loss of life,structures and natural resources from flooding and erosion. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LNW Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes 0 No ©Not AlDvlicable The proposal will not have any impact on the water quality or water supply of the Town of Southold. 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. FlYes E]No W]Not Applicable Theproperty is a commercial marina where there is a significant amount of disturbance due to the boating activities.It is not an area for fish and wildlife habitats. There is no wetland vegetation on site. Our proposal is minor in nature and will not extend into fish or wildlife.habitats. 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 2] Not Applicable This proposal will not have any impact on the air quality of 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 LVVRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No © Not Applicable This proposal will not degrade the environment with solid waste or hazardous substances. 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. Z Yell No❑ Not Applicable This is a commercial marina which provides, and will continue to provide, berthage forpatrons so that they have an opportunity to engage in water-dependent activities. Our proposal is minor in nature Attach additional sheets it necessary WOREING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. © Yes ❑ No ❑ Not Applicable This marina provides berthage for patrons so that they have access to the water to engage in water-dependent activities that are offered in the area. The general area is a waterfront community with a popular Town beach just feet away. There are swimming,fishing, water-skiing,sailing opportunities in this area. This site is utilized by water-dependent commercial entities such as Sea Tow, Wooden Boatworks,Fair Seas Marine Services. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No© Not Applicable Our request is minor in nature that it will have no influence on the sustainable use of living marine resources in the Long Island Sound, the Peconic Bay Estuary or the 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© Not Applicable This proposal will have no impact on the agricultural lands in the Town of Southold. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies;Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No 21 Not Applicable This proposal has no influence on the development of energy or mineral resources. PREPARED DY Jane P. Costello TITLE Member DATE Client: Founders Landing Boat Yard, LLC Location: 2700 Hobart Rd& 1000 Terry Road, Southold Date: 9/21/19 Photo 1 ArIPI .F Buildings to be reconstructed ,. AW 4410 'r �. .. . y. Costello Marine Contracting Corp. Prepared by: 423 5th Street, PO Box 2124,Greenport,NY 11944 (631)477.1199 Phone (631)477-0005 Fax Client: Founders Landing Boat Yard, LLC Location: 2700 Hobart Rd& 1000 Terry Road, Southold Date: 6/10/21 Photo 2 , 77 r 4 a ■ 3 z s��.• �k.a Ft -�yt 2.2.�� ) -- ��', ' ��." '� rte' 3 Wil{• ,I r.J�t'� r - - � _ •`� _ .y.- �, rr r r ! .T'4•'_. � t '1�� �µ�* ?,�jy�`�'i��^d�"` ,. -_ F _ _. ` 1 � � , ' �.i� ' �'I / ��".,� 1 .,!'..ar J..r"j� r•S' I :.-,2M,. i"+e »� .ice - _�.l � ' Costello Marine Contracting Corp. Prepared b : 2 P Y 423 5th Street, PO Box 2124,Greenport, NY 11944 (631)477.1199 Phone (631)477-0005 Fax Client: Founders Landing Boat Yard, LLC Location: 2700 Hobart Rd& 1000 Terry Road, Southold Date: 2/10/21 Photo 3 r, At 4 'ice: q4*"- + -;cam�`� , ' � 'Ty_ :+,• �°' if�'Y�„�,. R Y ♦. M 4 4 _1 , ,y -M r a � �u +n5 Costello Marine Contracting Corp. Prepared by: 423 5th Street,PO Box 2124, Greenport,NY 11944 (631)477-1199 Phone (631)477-0005 Fax 3 i Client: Founders Landing Boat Yard, LLC Location: 2700 Hobart Rd& 1000 Terry Road, Southold Date: 9/21/19 Photo 1 w> Buildings to be reconstructed t Ow s Costello Marine Contracting Corp. Prepared by: 423 5th Street, PO Box 2124,Greenport,NY 11944 (631)477-1199 Phone (631)477.0005 Fax Client: Founders Landing Boat Yard, LLC Location: 2700 Hobart Rd& 1000 Terry Road, Southold Date: 6/10/21 Photo 2 V. ikz �' I•"fid �_- S., �� ...._ 4ILiY F — � `GES .-.,,,, ,,�•• J� r:( �3k -, ..E'A ,� '_ 4 ^v. � r�.aA.,:• (I� _ .. .� k�'"� � u.j+"- ,� Tj�/� ,yam" � A.+•.,r...:.'/ �i• xx '?�.�„�;,-;� ice• . r - - _ 17, 14 - r4 :. _ � ..<. - _.' " y -.- .:_ - e- _- `-•mow-'-'• _. - - t �� j�.� �1.y�.rrSt�[ q�s✓ Y ��•+ .. - +�^ .rm. .. �. _ -tea 3� 'w . •�'� 'I � �� t! )i � r -%;� a^ Y'fyr�R� f:r.r i �l. t � t q -: � ,�, ,y,;.� !y's 'y ifs>. ��r,A, F � < "r.,t,^ �.t,• i. .:�►- � - Costello Marine Contracting Corp. Prepared by: 423 5th Street, PO Box 2124,Greenport,NY 11944 (631)477-1199 Phone (631)477.0005 Fax 2 Client: Founders Landing Boat Yard, LLC Location: 2700 Hobart Rd& 1000 Terry Road, Southold Date: 2/10/21 Photo 3 A � r i,Oft _ I I �` k \ • 1 t \ ,� ol vl;/ 1t l- 'f4, y I..ukY�il �T�v.IR�I� F ►L. A g ,c. Costello Marine Contracting Corp. Prepared by: 423 5th Street, PO Box 2124,Greenport,NY 11944 (631)477-1199 Phone (631)477-0005 Fax 3 Qo Old North.Rd �a 9�: Sud r• O Y m BEIXED®N. . �. S 4a ESTATES Po RITIe', ° � .. O. .—,•� } c��';+�rf .t;'c1J`��i�.yr:�AS �' ,S;c •�r ff1,.: SOUTH Sob `Ysst"'o PROPOSED: MORELAND RECONSTRUCT PREVIOUSLY EXISTING BUILDINGS #5 (24.5'x 59') AND a�:n. 4 I° 3' 38:2'89`6" hl 72° 24` 53.5932" 1N BUILDING #6 (24.5'X 34.5') DESTROYED BY FIRE ON OG/10/202 1 . b" pine NecK Custer Aye m 3.. o ACCESS: �ef .Clearvieh 9i Ave, -c4 .. .y Anchor '`. BY LAND THRU APPLICANTS' PROPERTY REYEI LIAR 2 4 2022 J —c�tC9 �llCxli�TC?Viir, Board of rustees APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ADDRESS: P.O. BOX 2124 VICINITY MAP GREENPORT, NY 11 944 PREPARED BY: K5 REVISED BY: KS JOB 51TE: 1000 TERRY LANE C05TELLO MARINE CONTRACTING CORP. SOUTHOLD, NY 1 1971 P.O. BOX 2124, GREENPORT, N.Y. 1 1944 SCTM: #I 000-G4-3-1 I (G3 0477-1 109 (SHEET I of 14) DATE: 03/23/2022, 01/14/2022 �� 20F� „ha3aSJ �1' qrh hos y3 r aG 1%lp ADJACENT PROPERTY OWENER5 rh do OFOUNDERS LANDING BOAT OALLAN GOLDSMITH ODWMD LLC YARD, LLC 4824 SAN CARLO COURT I G30 N. OCEAN AVENUE P.O. BOX 2124 NAPLES, FL 34109 HOLTSVILLE, NY 1 1 742 saga GREENPORT, NY 11944 (2620 HOBART ROAD) (1080 TERRY LANE) ho (2700 HOBART ROAD) (SCTM# 1000-G4-3-9) (5CTM# 1000-G4-3-1 2) (SCTM# 1000-G4-3-10) � @PATRICIA DICARLO OMATILDA 5ULE IRREVOCABLE ©PETER M. OLLEN TRUST 'rh 3 DRIFTWOOD COURT TRUST 75-2G BELL BLVD., APT. 5E SHOREHAM, NY 11786 32-30 73RD STREET OAKLAND GARDENS, NY 11364 (1 150 TERRY LANE) EAST ELMHURST, NY 1 1370 (2845 HOBART ROAD) 09 (5CTM# 1000-G4-3-13) (2745 HOBART ROAD) (SCTM# 1000-G5- 1 -14) 5 © (SCTM# 1000-G4-5-33) 2 R° 7 OCHARLES S. ®SOUTHOLD PARK DISTRICT Q CONCETTA JO51N5KY P.O. BOX 959 5 BEN51N DRIVE SOUTHOLD, NY 1 1971 3 ® MELVILLE, NY 1 1 747 (1 025 TERRY LANE) • n4 - (2945 HOBART ROAD) (SCTM# 1000-G5-1 -1 9. 1) MIDFARM RD (5CTM# 1000-G5-1-1 5) sti Al 2g d _ d CALVES NECK RD LIAR 2 4 2022 - LOCATION MAP - _- erE,csEc;; �r�a Board of Trustees APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ADDRESS: P.O. BOX 2124 PREPARED BY: KS REVISED BY: KS GREENPOKT, NY 1 1944 JOB SITE: 1000 TERRY LANE C05TELLO MARINE CONTRACTING CORP. 1000 TERRY LA I 1971 P.O BOX 2124, GREENPOKT, N.Y. 1 1944 (G3 1)477-1 1 99 (SHEET 2 of 14) SCTM: #I 000-G4-3-1 I DATE: 03/23/2022, 01/14/2022 � v 2 0 IN \N FIRM ZONE BOUNDARY LINE AS �\ sN SCALED FROM FLOOD INSURANCE �\p RATE MAP t H OBART ROAD i \ LIMIT OF MODERATE WAVE ACTION 551 028140"E 200.76' r � - o �e �' 1 � 77. 1 /0N. �jp 5G6 clt c \ i 1 O WI SHORELINE A5 SHOWN . '\ — O1O ON MAP OF \3� 'b' / 2 Z U N 1 d- "FOUNDERS ESTATES" p m I Cn OTHER OLD MAPS \ \ Opo CO �� o D Q i \ rx \\ z O \ \ % oG v o O oL ' / O tE) / ITOWN OF SOUTHOLD TO �\ \ LIMIT OF MODERATE JEANETTE GOLDSMITH 1954 ` WAVE ACTION 1 GRANT OF LAND UNDER WATER SOUTHOLD RECORDS PAGE 323 r a3 is m� I 0 O 3 O IN 1 � --- -- ------------ ------- ------� N47008'20"W 200.20' APPLICANT: FOUNDERS LANDING BOATYARD, LLC. EXISTING SITE MAP ADDRESS: P.O. BOX 2124 GREENPORT, NY 1 1944 PREPARED BY: KS REVISED BY: KS 0 30' JOB SITE: 1000 TERRY LANE COSTELLO MARINE CONTRACTING CORP. SOUTHOLD, NY 1 1971 P.O BOX 2124, GREENPORT, N.Y. 1 1944 V=30' SCTM: #1000-64-3-1 1 (G31)477-1199 (SHEET 3 of 14) DATE: 03/23/2022, 01/14/2022 J� O FIRM ZONE BOUNDARY LINE AS ON\ sN SCALED FROM FLOOD INSURANCE \`p RATE MAP - ----, HOBART ROAD \ LIMIT OF MODERATE — WAVE ACTION / 200.76' \ �• / \�,------- � - 55 I °28'40 E `lv -� 7 \ �� X095 X77.3' i \s 77.1' ZA. \ /--00 � N0\l 1 \ S? 1 ' 1 13 ll, SHORELINE AS SHOWN ; ZA ON MAP OF 2� / -=7 U Cn N_ O "FOUNDERS ESTATES" 25 Q mlm OTHER OLE) MAPS �- � OL OZ 0 �� Q o Q \\ \ z \ \ � 7 oG v � m � \ \ 0 0s U \ \ \ \c� � cid \ r() O 9- / \ I- / 1 TOWN OF SOUTHOLD TO \ �\�—�/ I LIMIT OF MODERATE JEANETTE GOLDSMITH 1954 \ • 1 GRANT OF LAND UNDER WATER WAVE ACTION SOUTHOLD RECORDS PAGE 323 iti�O o ul a, v �� m � --- -- ------------- -- ---- ------, N47008'20"W 200.20' APPLICANT: FOUNDERS LANDING BOATYARD, LLC. SITE PLAN ADDRESS: P.O. BOX 2124 GREENPORT, NY 1 1944 PREPARED BY: KS REVISED BY: KS 0 30' JOB SITE: 1000 TERRY LANE C05TELLO MARINE CONTRACTING CORP. SOUTHOLD, NY 1 1971 P.O BOX 2124, GREENPORT, N.Y. 1 1944 V=30' SCTM: #1000-G4-3-1 I (G31)477-1195 (SHEET 4 of 14) DATE: 03/23/2022, 01/14/2022 SLAB: �8 • G" POURED CONC. 24'-G" +8'TOP Of CONC. WALL ELEV. • 2' ABOVE EXISTING GRADE ON -- -- FILLED WELL TEMPERED BASE 2'-O%a" 2'-23/a" • REINFORCED W/#4 REBAR 12" ot�+G' F.F. ELEV. N O.C. BOTH DIRECTIONS 3' 10' 7-3" -- -- -- -- - -- i _ --._r_ .Q_-•-ra - ----- -TOP OF CONC. WALL -t4' EXISTING GRADE ;TAMPERED FL . ��/ FOUNDATION WALL: 12' N/ III-1 I-1 I I-1 I I-1 I1=1 I I-1 I I-1 11=1 I I-1 I I-1 I I.I I v.//, �`Y::�`�v`��`�``/�`�``%�%`/ •z TH ICK POURED CONC. /../�/.././.�`�`/.O�`�` ��`o ��`' +Gl F.F. ELEV.,I4 —I I I—III—III—I I II I I f I1 I II1I I I—III—III�I I I;,111- �,Y/,,y��;:;.���`�°/%�``j° •REINFORCED W/#4 REBAR 1�1—III—III—I I I—III—III—III—III-1111—I I- \\\\����/\\\\ �\ ����/�����/ /�\` � i CQ s• II=III=III—III—III-�_= 12" O.C. BOTH DIRECTIONS = d I I 1-1 11=I I—III-111-111—I' .d �a- ° a .'a.•. .a' 4— j ••' � d —r "--I—I I I1I i I1 —— •4' EXTERIOR EXPOSURE 4 a +3' FPOST LINE=_— _ ��` _a e 4' EXISTING GRADE I I ��- ---- ``` •2 1 NTERI OR EXPOSU RE - - - - - - - - - - 5=_1 - - - - - - - - - - - 1I I=I I I-I I I=I I I=11f=111-1 fi 11=11=1 I-1J-I I I-1 11-I I I=1 114'x5'9' POURED CONC.=III=III=1 E 1=111=I I I—III—III=III=ll=III—III=11I I=11=�=III=III=III=III=III=III=III=III=11l=I I I 1=1 =1 11=1 11=1 11=1 11-1 I I- - FOOTING: =1 11=111-11 1=1 I-1 11=1 I I�I I— 11-111=111-111 I f I- "'—"'—"'—"'—"' "'—"'—"'—"'—"' :I 11=1 11=1 11=1 1=1 11=1 11=1 11=1 11=1 I I—I 11= =111—III—II I-111=1I I—III-1 m 12"x24" FOOTING W/ KEYWAY =I1=1I1=1I1=1I I-1I I-111=111=1I 1&=,I ANDING W/STEP 8" -1I I=L=111=1I =1 POURED 10'x20' POURED CONC.-1I I-11 111—III—I I1=11-111=III SLI IIII�IIIII�IIIII�IIIII�IIIIliilll-l' 2' REINFORCED W1#G REBAR IIIIIIIIIIIIIIIIII�III 111111�IIIiI IIIIIIIIIIIRISER I I"TREAD- II1�1111111111111111�_�RAMP(G% SLOPE) Illlllllll11=1llllllllllll�llllliilll„III-I� z • MUST SIT BELOW FROST LINE =111 IllillllilllIll���IIII1=111=111=111=111=111=11I�I11=11I�III=1111=111=1111111-111=111=111=111=111=111=111=111=111=1II � FOUNDATION DETAILS FOUNDATION ELEVATION DETAILS 0—�--_4' 0 4' 1"=4' 1"=4' 20' 20' 1- FOUNDATION SECTION VIEW -{- GRADE ��”/..�.��/:/..�.moi.`./•.�n�`/.`./.�.0/� �"- �`� �� �p� _4 EX. •v %� `%�� /\��/ �``;� y\ JP�" �� /��/ // Y•%. /?/ �//��//��/ //1/f \1 �, ./g\ >i/ .`v `v./. 1.`�;i�`il.y,%�y!.` . /`..`�. `�`. il/� a`i`l. i` Y.`�i: .` :` -4 EX. GRADE .. / �. /.. . /. .. /. / MPERED FI L` .. /. � /.. /.. .TAMP ED ILL, / � � / / �' /lam / � /� 29' 3' GO'-G" ° 6' 4' x 5'1 1" OVERALL PATIO - ------------ ------- - I d A° I IAI - 4 a° ° ° 4 v ° a I I a d q I N a a p . ° . .I ^ 6" POURED CONG. SLAB ^ ^v a 4 i I ° a N v- d G a 4 I I a J d a. I 4 a a d ° d I. 114-- ----------------- - ----------------------------------- 4' x 5'1 1" OVERALL PATIO 4' x 51 1" OVERALL PATIO I'-G" 3' 3 1'-G" 3' 54'-G" 4 1 1 x 5'9" , OVERALL PATIO N APPLICANT: FOUNDERS LANDING BOATYARD, LLC. _ ____ _ __ __ ADDRESS: P.O. BOX 2 124 FOUNDATION PLAN I JOB SITE: 000 TERRY LANE 1944 PREPARED BY: KS REVISED BY: KS o 10' COSTELLO MARINE CONTRACTING CORP, � � MAR 2 4 2022 � L� SOUTHOLD, NY I 1971 P.O BOX 2124, GREENPORT, N.Y. I 1944 1"=10' SCTM: #I 000-G4-3-1 I (G31)477-1 199 r (SHEET 5 of 14) _ DATE: 03/23/2022, 01/14/2022 dr1 34'-G" 59' 3'-55/e" 3'-5V81' I'-G" 8'-51V41' 6'-83/a" 7-1IYa 431 - I1' 8' G'-G" 8' G'-G" 8' 10'-G" NN N m O 33'-G" m N DOUBLE SLIDING ° 4 °�n BARN DOORS ° ° a a• ° a BLDG. #G = 510.75 SQ.FT. BLDG. #5 = 13G3 SQ.FT. m o ° °-�� N N N N N .4 a o �. a a $ °a n4 ° 4 IF N cq 58' ® m N •.a . 3° 8'-9" 8' 13'-3" 3° 9'-G" 8' 5'-G" 8' 5'-G" 8' 10' �v I -G� 3' 1'-Gil 3' N 34'-G" BLDG. #G OVERALL 59' BLDG. #5 OVERALL 93'-G" TOTAL OVERALL FLOOR PLAN KEY FLOOR PLAN NOTES I . FLOOR PLAN CONSISTS OF TWO SEPERATE BUILDINGS JOINED TOGETHER AND MUST BE CONSTRUCTED AS SUCH. DOOR 2. BUILDING #G AND #5 WILL BE SEPERATED BY BARN DOORS o WALL 3. PRE-FABRICATED STEEL BUILDING TO BE SUPPLIED BY NUCOR OR APPROVED EQUAL PROPOSED WINDOW SCHEDULE _ '— WINDOW 4. BUILDING SUPPLIER TO SUBMIT SIGNED AND SEALED ENGINEERING DRAWINGS FOR APPROVAL TAG MAKE/ MODEL UNIT DIMS R/0 QTY BARN DOOR 5. BUILDING ERECTION TO BE PERFORMED BY CONTRACTOR APPROVED 0 ® ANDERSEN W 8'-0" W 8'-0 Yz" 7 BY SUPPLIER AND ALL TRADES COORDINATED WITH OWNER SLD8050-2 H 5'-0" H 5'-0 Y" ® ANDERSEN W 2'-1 1'5r6' W 3'-0 Y" 3 AN3 1 H 11-8 All H I'-9" © ANDERSEN W 3'-5 7/e" W 3'-G Ye' 2 E C �(/E Q _v_ E TW3452 H 5'-4"A" H 5-4'/8' O ANDERSEN W 2'-1 1':fs' W 3'-0 Y" 4 MAR Z 4 ZO2Z APPLICANT: FOUNDERS LANDING BOATYARD, LLC. AX31 H 2'-74" H 2'-8" FLOOR PLAN ADDRESS: P.O. BOX 2124 GREENPORT, NY 1 1944 PREPARED BY: KS REVISED BY: KS 0 10' JOB SITE: 1000 TERRY LANE COSTELLO MARINE CONTRACTING CORP. Southold Tovvrt SOUTHOLD, NY 1197 I "= P.O BOX 2124, GREENPORT, N.Y. 1 1944 10' Board ofees - 5CTM: #I 000-G4-3-1 I (G31)477-1199 (SHEET G of 14) DATE: 03/23/2022, 01/14/2022 I/---- --,- ---------------------------- I � zp i i - i` Q U V' 0 V' l7 t1 - ' U' l9 l9 �V' �V' �V' -LLU' U' 0U' ( 0 C1 u t ----------------------------- BLDG. ---------BLDG. #G = 810.75 SQ.FT. ; BLDG. #5 = 13G3 SQ.FT. , ' ' 3 7 1 I 1 1 1 � I L � ` ------------------------------------------------------------------------------------------------------------------------------------------------------ -- i ELECTRICAL KEY ELECTRICAL NOTES d' 110 VOLT GROUND FAULT CIRCUIT INTERRUPTER DUPLEX OUTLET I . ALL OUTLETS TO BE ON GFI CIRCUIT AND MUST BE ELEVATION + 10' W. GFl 1 10 VOLT WATERPROOF GFI DUPLEX OUTLET 2. ALL INTERIOR OUTLETS SPACED 4' APART D LED LIGHT 3. ALL EXTERIOR OUTLETS TO BE ON GFI CIRCUIT AND WATERPROOF SINGLE POLE SWITCH 4. ALL INTERIOR LIGHTING MUST BE LED, CENTERED ON ROOM AND SPACED EQUALLY THREE-WAY SWITCH 5. ALL EXTERIOR LIGHTING MUST BE DARK SKY COMPLIANT CIRCUIT BREAKER PANEL G. VERIFY ALL ELECTRICAL LOCATIONS W/ OWNER WALL MOUNTED LIGHT cft ELECTRIC METER PROPOSED ELECTRIC PLAN 0 10' MAR 2 4 2022 APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ADDRESS: P.O. BOX 2 124 GREENPORT, NY 1 1944 PREPARED BY: KS REVISED BY: K5 =----- - - -- JOB 51TE: 1 000 TERRY LANE COSTELLO MARINE CONTRACTING CORP. aik Tovifn SOUTHOLD, NY 1 1971 P.O BOX 2124, GREENPORT, N.Y. 1 1944 Board of irostees SCTM: #I 000-G4-3-1 I (G3 ))477-1 199 (SHEET 7 of 14) DATE: 03/23/2022, 01/14/2022 VENTED CUPOLA (3) METAL PANEL ROOF a IBM 11 - O � N N I � PLANTER BOX (2) 77 �l -ml- lilml . . • ..44 .a`n ;°.. °. d.... _.a'. •e a a d e .a INSULATED ap e. . aa'd •' ..°.a.. v 4 % er is d...0 Q.. METAL PANEL •, .:.'.�:.. .. <a..'. •, a as a .4 a o � o ��'� e ° . _-"---ter^--.•`'._..--.�.. ��•� „•.::' �. d a •.• ,. ;aa ••a a � °'• d .a •e ,e ••d a•. a e a.. --.._._'-� BUILDING #5 BUILDING #G WEST ELEVATION WEST ELEVATION METAL PANEL ROOF VENTED CUPOLA (3) N N N INSULATED ® ® METAL PANEL v a• e. °.a a d°•.�... 'd'• a. a d'. de �.e •�° a, •a d a o4a a y . BUILDING #G BUILDING #5 _. . EAST ELEVATION EAST ELEVATION -��-�- r I - --��- APPLICANT: FOUNDERS LANDING BOATYARD, LLC. MAR 2 4 2022 ADDRESS: P.O. BOX 2 1 24 GREENPORT, NY 1 1 944 PREPARED BY: KS REVISED BY: KS 0 10, JOB SITE: 1000 TERRY LANE COSTELLO MARINE CONTRACTING CORP. -- °— SOUTIIOLD, NY 1 1971 P.O BOX 2124, GREENPORT, N.Y. I 1944 Board and off-u. <cirusiees TorSCTM: #1000-G4-3-1 I (G3 ])477-1199 (SHEET 8 of 14) _ DATE: 03/23/2022, 01/14/2022 CUSTOM I G'x I O' CARRIAGE SWING DOORS , , I I II , � I I aG 12 , I I ' Ii I I II I I i II a e- a4 Q.• •_ -•.. BUILDING #G SOUTH ELEVATION CUSTOM 14'x I O' CARRIAGE SWING DOORS , , , I Q6 12 I I I o SII f 0-:7 �'��I IV ioll 3 rNiLL BUILDING #5 NORTH ELEVATION APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ADDRESS: P.O. BOX 2124 GREENPORT, NY 1 1 944 PREPARED BY: KS REVISED BY: KS 5 JOB SITE: 1000 TERRY LANE COSTELLO MARINE CONTRACTING CORP. V=5, SOUTHOLD, NY 1 1971 P.O BOX 2124, GREENPORT, N.Y. 1 1944 SCTM: #1000-G4-3-1 I (G31)477-1199 (SHEET 9 of 14) DATE: 03/23/2022, 01/14/2022 • r j Ff .._... `�•'`.`.!, ..: "na.nn.p�r:..(rrr t..w _ _ "4'V""' I IAMM .G.Q.. �,...m{''�'a7'^�.++ f Irl •T'J, ..t ., !• t' 1 _ (, i__. t air• ` I �. � �.- pIi � !:.'. lUA { ;41 -� ti. .y.! ,c. k _-��r ..'y't ,',.f �, I �- - - - �d�+"E^.'!}c.�M z•r,' �. 9"'� ';�"='� -,v :c��'�;;tcb,�%�'`i `�s�;� '• D ES C IPIOPERATION : R TON OF OPERATION : OUR FLOOD BARRIER DOOR DAMS CAN BE ADJUSTED TO FIT M05T DOOR WAYS, IF YOU TO I N5TALL AN EXTEN51ON POLE: WISH TO PROTECT A LARGER ENTRANCE SUCH AS A GARAGE OR PATIO DOORS YOU WILL THE PRODUCT CONSISTS OF A CENTER PIECE, AND TWO WINGS. THE REQUIRE TO INSTALL ONE OR MORE EXTENSION POLES (DEPENDING ON THE SIZE OF YOUR • CORE A HOLE 55 MM (2. 1") THICK X 1(S0 MM (G.3"), WINGS SLIDE IN AND OUT OF THE CENTER PIECE, ALLOWING THE OPENING). IF YOU ARE UNSURE HOW MANY BARRIERS AND EXTENSION POLES YOU REQUIRE • A METAL ROD IS SECURED INTO THIS HOLE AND COMES PANEL'S WIDTH TO BE ADJUSTED TO FIT A RANGE OF DOOR OPENINGS. TO SECURE YOUR HOME PLEASE REACH OUT TO US AND WE WILL GLADLY ASSIST YOU FLUSH WITH THE GROUND. THE WINGS ARE LINKED TOGETHER BY A SCREW MECHANISM. THE * THE EXTENSION POLE CAN THEN CLIPPED INTO PLACE IN MOVEMENT OF THE WINGS IS CONTROLLED BY A RATCHET HANDLE. FLOOD BARRIERS EXTEND FROM 780 MM - 1100 MM. (30.7" - 43.3") SECONDS. DIRECTION OF MOVEMENT OF THE WINGS IS CONTROLLED BY A THE BARRIER HEIGHT 15 720 MM (28.3") REVERSE BUTTON ON THE RATCHET HANDLE. SEALING OF THE DOOR IF YOUR ENTRANCE IS LARGER THAN 1100 MM YOU WILL REQUIRE TO INSTALL AN OPENING 15 MAINTAINED BY A PATENTED, INFLATABLE RUBBER TUBE EXTENSION POLE TO CONNECT MULTIPLE BARRIERS. ARRANGEMENT, THAT SURROUNDS THE EXTENDED FRAME. WHEN THE EACH BARRIER COMES WITH AN INFLATABLE SEAL INSTALLED, AND ONE SPARE. PANEL IS HELD IN POSITION BY THE EXTENDED WINGS, THE TUBE 15 *DRAWING FOR REFERENCE ONLY INFLATED BY A MANUALLY OPERATED, BUILT-IN, AIR PUMP. THE AIR } SYSTEM HAS A BUILT-IN AIR PRESSURE GAUGE. -� O 'DRAWING FOR REFERENCE ONLY U-i SPECIFICATIONS: z 4 --- w Lu • MAIN BODY: A052 100— GR 10 GLASS FIBRE REINFORCEMENT u- • INNER MOULDINGS: POM M90-44 POLYACETAL � • REINFORCEMENT: STAINLESS STEEL 304 0 0 • GEAR SYSTEM: BRASS o u- • COMPRESSION SEAL: EPDM 40-50 SHORE A z • INFLATABLE SEAL: (PATENTED) • PRODUCT ENERGY SOURCES: - •• A) MANUALLY GENERATED (GEARED) LEVERAGE, FOR EXTENDING PANEL - - - WIDTH. •• B) MANUALLY GENERATED AIR PRESSURE, TO INFLATE RUBBER SEAL. 1"=4' 1"=6- 0 10' 1.1=10' EXTENSION POLE IN5TALLATION NOTES I . FOLLOW INSTALLATION INSTRUCTIONS FROM MANUFACTURER. ENTRY WAYS PROTECTED ENTRY WAYS PROTECTED BY DAM EASY FLOOD GATES BY DAM EASY FLOOD GATES 2. VERIFY WITH OWNER PRIOR TO INSTALLATION 3. SEAL HOLE FOR POLE EXTENSION WITH POLYESTER RESIN _ •---LS- C-E Q U E r --- — _ _- 0 10' APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ADDRESS: P.O. BOX 2124 1" 10' MAR 2 4 2022 GREENPORT, NY 1 1944 = PREPARED BY: KS REVISED BY: KS JOB 51TE: 1000 TERRY LANE COSTELLO MARINE CONTRACTING CORP. FLOOD PROTECTION -------- ��- SOUTHOLD, NY 1 1971 P.O BOX 2124, GREENPORT, N.Y. 1 1944 southdd, Tovtm 5CTM: #I OOO-G4-3-1 I (G31)477-1 109 (SHEET 10 of 14) Board of Trustees _ DATE: 03/23/2022, 01/14/2022 Vli 'V gg; 4 iA., �,4' �6 Cotithmomq Ridge Arcmt q, 14, idit Transimittiiig Panel purfill v Rid- Veut ge 11F Roof Panel Peak Box it Eave.Ti-1111 F pl�r-r 7o-,: St klt,71 NIZV, -m-ed 'Nj Sc"lpl. Eave Gutter Lam.. side-wall. irt 47. d I Eud Wall Girt IN ase I" e Base Trim AV all Palle], Corner Trim q Do-wnspout w Eff u I APPLICANT: I`OUNDEKS LANDING BOATYAPD, LLC. MAR 2 4 2022 ADDRESS: P.O. BOX 2124 GP,EENPORT, NY 1 1544 PREPARED BY: K5 REV15ED BY: K5 JOB 51TE: 1000 TEKKY LANE COSTELLO MARINE CONTRACTING CORP. INfORMATION SOUTHOLD, NY I 1071 P.O BOX 2124, GPfENPORT, N.Y. 1 1944 Board of-frusiqes__j 5CTIVI: #I 000-G4-3-1 I (G3 1)477-1 190 (SHEET I I of 14) DATE: 03/23/2022, 01/14/2022 The following Nucor Building Systems Specification Guide provides the owner or design professional a detailed description of all standard Nucor Building Systems (NBS) products. This guide 1 .2.3. The building "cave height" shall be the distance from finished floor to top is designed to aid the architect or engineer of record in the process of specifying the best building of cave strut or purlm at the steel line. For buildmgs with curbs or column system solution. recesses, cave height shall still be measured from the finished-floor elevation. These comprehensive specifications cover many aspects of the NBS product line. Since it is possible 1 .2.4. The "bay spacing" shall be the distance from center of primary frame to to apply the various NBS products covered in this manual in many different ways, not all conditions center of primary frame for interior bays. End bays shall be the distance are addressed, and more detailed information is available. For the unique needs of an individual from outside face of endwall girt (steel line) to center of first interior project building design, please contact the NB5 engineering team for assistance. primary frame. This guide incorporates, by reference, the latest edition of the MBMA Metal Building Systems Manual, 1 .2.5. The "module spacing" on RMG-X buildings shall be the distance from published by the Metal Building Manufacturers Association (MBMA), to all Nucor project outside face of sidewall girt (steel line) to center of first interior column. It specifications. is also the distance from center to center of interior columns for interior spans. Notice: In keeping with a program of continuous and never ending improvement all information 1 .2.G. The "roof slope" shall be based on an order-specified vertical rise for contained herein is subject to change without notice. each 12" horizontal run unless otherwise stated (1/4" in 12" minimum for Nucor CFR:' and VR I G ll'; 1/2" in 12" for Nucor ClassicTM' roofs). I . General 1 .3. Building Types 1 . I . Scope 1 .2. Dimensional Terminology 1 .3. 1 . Solid web framing consists of members fabricated from shop-welded, 1 .3. Building Types hotrolled steel sheets or plates and hot-rolled flat bars. 2. Design 1 .3. 1 . I . Rigid frames (RCG) are clear span buildings with tapered sidewall columns. 2. 1 . Design Criteria They are commonly used for spans from 40 feet to over 150 feet. 2.2. Engineering Certification 1 .3. 1 .2. Tapered beams (TCG) are clear span buildings suitable for smaller span 2.3. Non-Standard Design Loads buildings from 20 feet to GO feet wide. TCG buildings utilize straight 2.4. Auxiliary Design Loads sidewall columns and horizontal bottom flange rafters. 2.5. Load Combinations 1 .3. 1 .3. Rigid frames with interior columns (RMG-X) are multi-span buildings with 3. Anchor Bolts and Foundations interior columns (number of interior columns is designated by the "X'). They 3. 1 . Anchor Bolts provide an economical advantage on buildings from 80 feet to over 300 3.2. Foundations feet wide. 4. Drawings 1 .3. 1 .4. Sincjlc slope clear span (RC5) or multi-span (RMS-X) buildings are available 4. 1 . General in width ranges similar to RCG and RMG-X as previously listed. All roof 5. Structural Framing drainage is taken to the low sidewall. 5. 1 General 1 .3. 1 .5 Lean-to (LCS) or (LMS-X) buildings are similar to the single slope building; 5.2. Primary Structural Members however, the high side column has been eliminated. The lean-to rafter is 5.3. Secondary Structural Members supported by the main building frame, sidewall, or endwall column. 1 .3. 1 .G TrussFrame buildings incorporate straight or tapered columns in combination with open-web rafters comprised of tee-section chords with double-angle web members. Frames may be either clear span or modular. I . General 2. Design Scope 2. 1 . Design Criteria I . I . I . The building shall consist of all primary and secondary structural 2. 1 . 1 . All structural steel sections and welded plate members shall be designed members, connection bolts, canopies, roof extensions, sheeting, trim, in accordance with the latest editions of the AISC Specification for flashing, doors, fasteners, gutters, downspouts, and other miscellaneous Structural Steel Buildings or CSA Specification for Structural Steel items and accessories as specified, shown, or called for on Nucor Buildings (S I G) and the latest edition of the AW5 D I . I and D 1 .8 Building Systems' drawings or order documents. Refer to the Latest Structural Welding Codes or CSA Welded steel construction (metal arc Edition of the Metal Building Systems Manual section entitled "Common welding) (W59), based on project location. Industry Practices" for the standards in which this guide will be used. 2. 1 .2. All light gage cold-formed Nucor will not provide items not specifically called for in the Nucor order structural members and exterior covering shall be designed in accordance documents. with the AISI North American Specification for the Design of Cold-Formed 1 .2. Dimensional Terminology Steel Structural Members (AISI S 100). All standards for the welding of cold-formed members are based upon the latest edition of AWS D 1 .3 1 .2. I . The building Structural Welding Code or CSA Welded steel construction (metal arc"width" shall be the distance from outside face of sidewall welding (W5.9), based on project location. girt to outside face of sidewall girt (steel line to steel line). 1 .2.2. The building "length" shall be the distance from outside face of endwall girt to outside face of endwall girt (steel line to steel line). -, E C !r' �• APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ADDRESS: P.O. BOX 2124 AGREENPORT, NY 1 1944 PREPARED BY: KS REVISED BY. KS MAR 2 4 2OZZ _� JOB 51TE: 1000 TERRY LANE COSTELLO MARINE CONTRACTING CORP. I N FORMATION SOUTHOLD, NY 1 1971 P.O BOX 2124, GREENPORT, N.Y. 1 1 944 - _ --- (63 0477-1 199 SCTM: #I 000-64-3-I 1 (SHEET 1 2 of 14) DATE: 03/23/2022, 01/14/2022 2. 1 .3. The primary and secondary framing and covering shall be designed for all applicable loads and combinations of loads as set forth in the specified 3. Anchor Bolts and Foundations governing building code for the order under consideration. This may be any of the standard model building codes currently published, such as: 3. 1 . Anchor Bolts the International Code Council's International Building Code (115C) or the National Research Council of Canada's National Building Code of 3. 1 . 1 . Anchor bolts and base plates shall be designed to resist all column Canada (NBC). Additionally, many orders may be within states or reactions. Sizes used shall be as those shown on Nucor Building municipalities that have their own amendments to the governing model Systems' drawings. The length and embedment anchorage of all anchor code or that have their own independent code. In this case, loads, bolts shall be the responsibility of the foundation engineer. deflection criteria, and load combinations will be determined in 3. 1 .2. Anchor bolts shall not be supplied by Nucor Budding Systems and are the accordance with this governing local code. Specification of Ioads and responsibility of the contractor or erector to furnish. codes and design responsibility shall be as stated in the "Common 3. 1 .3. Leveling plates shall not be supplied by Nucor Building Systems unless Industry Practices" section of the latest MBMA Metal Building Systems speafically called for on the Nucor order documents. Manual. These "common industry practices" will apply regardless of the state, local, or model code chosen. 3.2. Foundations. 2. 1 .4. The appropriate code shall be specified at the time of the building quotation. 3.2. 1 . Foundations shall be designed by a clualified registered professional engineer to accommodate the local soil conditions and meet building 2.2 Engmeerinq Certifications reaction requirements in addition to other loads imposed by building use or occupancy. It shall be the responsibility of the Engineer of Record to 2.2. 1 All buildings shall be designed by or under the direct supervision of verify that the loading criteria defined on the Order Documents is registered professional engineers in accordance with the information adequate for the location of the project in question. specified to Nucor on the order documentation in compliance with the 3.2.2. Neither the foundation design nor the reinforcing steel shall be supplied "Common Industry Practices" section of the latest MBMA Metal Building by Nucor Building Systems. It shall be the responsibility of the customer, Systems Manual. Nucor's sealing engineer is not the "Engineer of contractor, or erector to obtain these items. Record" for the project and cannot be construed as such. 2.2.2. Design calculations, certified by a professional engineer, may be 4. Drawings purchased with the order, if requested. 2.2.3. A letter of certification, certified by a professional engineer, may be 4. 1 . General supplied with the budding quote proposal, if requested. A letter of certification shall be provided with the order at the time the anchor bolt 4. 1 . 1 . Nucor Building Systems shall supply on all orders three sets of anchor plans are complete. bolt drawings and reactions. 2.2.4. All permit drawings shall be stamped with a professional engineer's seal 4. 1 .2. Nucor Building Systems shall supply on all orders three sets of final in the state of the budding location. Approval drawings will not be sealed. erection drawings.Upon request, Nucor Building Systems shall supply Erection drawings will be sealed only if specifically requested by the three sets of permit drawings showing engineering de51cjn details, critical customer, clearances, key connection details, material specifications, and lateral load resisting elements such as bracing, diaphragm, and shear wall 2.3 Non-Standard Design Loads layouts. 4. 1 .3. Nucor Building Systems shall supply three sets of approval drawings on 2.3. 1 . All building types shall be available with non-standard design loads as specified jobs. Approval drawings shall show building layout, critical required by the local code or governing body provided these Ioads are clearances, critical details, and may include permit drawing information if specified on the order documents. Special dead, live, or wind loads shall requested. Final fabrication will not begin until approval drawings have be applied in the same manner as standard design loads for the type of been returned with appropriate release signatures or appropriate building involved as long as MBMA design requirements are satisfied. instruction has been given to Nucor to release the project using a Change Order. 2.4 Auxiliary Design Loads 4. 1 .4. Nucor Building Systems does not supply shop fabrication drawings for review or approval. As-built drawings are not provided by Nucor Building 2.4. 1 . Crane and impact loads shall be applied in accordance with the latest Systems. editions of the AISC Specification for Structural Steel Buildings, the CSA 4. 1 .5. Unless noted on the Nucor order documents, all drawings are issued on Specification for Structural Steel Buildings (S 1 G), the "Common Industry I I " x 17" paper stock. Full-size prints (24" x 3G") are available at an Practices" section of the latest MBMA Metal Building Systems Manual as additional cost. applicable, and the appropriate building code specified with the building 4. 1 G. Nucor does not provide electronic drawing files or as-built drawings. proposal. 2.4.2. Seismic loads, for buildings in areas subject to earthquakes, shall be - derived using the procedure set forth by appropriate budding codes specified on the Nucor order documents. C� y� 2.5 Load Combinations LIAR 2 4 2022 _ APPLICANT: FOUNDERS LANDING BOATYARD, LLC. 2.5. 1 . Load combinations shall be per the appropriate building code. ADDRESS: P.O. BOX 2 124 GREENPORT, NY 1 1944 PREPARED BY: KS REVISED BY: KS _`6l7; r� JOB SITE: 1 000 TERRY LANE COSTELLO MARINE CONTRACTING CORP. INFORMATION _ Boara of-irasiees SOUTHOLD, NY 1 1971 P.O BOX 2124, GREENPORT, N.Y. 1 1944 . SCTM: #I 000-G4-3-1 I (G3 0477-1 190 (SHEET 13 of 14) DATE: 03/23/2022, 01/14/2022 5. Structural Frammq 5. 1 General 5. 1 . 1 . The term "primary structural" members or framing shall refer to any builtup, hot-rolled, or cold-form columns or framing systems which transfer their loads directly to the structure's foundation. 5. 1 .2. The term "secondary Structural" members or framing shall refer to any cold-form, hot-rolled, or built-up purlins, cJirts, struts, bracing, or beams which transfer their loads from the cladding to the primary structural member or framing to which they attach. 5. 1 .3. Unless otherwise Specified, the minimum standard design thickness of structural framing members shall be a5 follows: • Webs of welded built-up members 0. 125" • Flanges of welded built-up members — 0. 188" • Cold-formed secondary framing members 0.000" • Cable bracing 0.250" / Rod bracing -► O.G25" • Angle bracing 0. 1875" 5. 1 .4. All hot-rolled sheet, plate, and strip steel used in webs from 0. 125" to 0.225" thick shall conform to the provisions of ASTM A-101 1 SS or HSLAS Grade 55 (55,000 psi minimum yield strength). All thicknesses greater than 0.230" (to 0.500" Inclusive) shall conform to ASTM A-572 Grade 55 (55,000 ksi minimum yield). 5. 1 .5. All hot-rolled flat bars used in flanges shall conform to the provisions of ASTM A-572 or A-529 Grade 55, with minimum yield of 55,000 psi. 5. 1 G. All wide-flange, channel, and "S" shapes shall conform to the provisions of ASTM A-3G, ASTM A-572 or A5TM A-992 ("W" shape only). All tube and pipe shapes shall conform to A5TM A-500, Grade B. All hot-rolled or cold-rolled Sheet and strip Steel less than 0. 150" thick used in fabrication Of cold-formed structural members shall be of ASTM A-101 1 , Grade 55 (55,000 psi minimum yield stress). MAR 2 4 2022 APPLICANT: FOUNDERS LANDING BOATYARD, LLC. - ADDRESS: P.O. BOX 2124 PREPARED BY: K5 REVISED BY: KS GREENPORT, NY 1 1944 COSTELLO MARINE CONTRACTING CORP. Scuthol,'Tolivn JOB SITE: 1 000 TERRY LANE INFORMATION Board ofirusiieesSOUTHOLD, NY 1 1971 P.O BOX 2124, GREENPORT, N.Y. 1 1944 -.-a SCTM: #I 000-G4-3-1 I (G3 1)477-1 199 (SHEET 14 of 14) DATE: 03/23/2022, 01/14/2022 �� �� u\ `�\ ... ter: r /-� \ .. '' _ ` �^% =�/' �/` `•�g� '' /r, \ � � S�wxvpei nzaz:o6 �\ '� wD , - .`�� \ - "—�.✓�' y°fir"�` �a moo• ,��\\` "�.""F' Jr'��; �' > + .. �' < '� /, _._."'i. lam 6fl g11 . Y M1 ' 1. + 9 PT �° ,t, ` M1+r•,,, r g 9 + hA M1 R6°,P `. I'"_ \d ,\ ,?i_ .✓ .i .l•� r`'' '✓ �'m `„fir z0M1 f" � m "� .. ___.j .�) «to Y-o�in a3 ." A s v ,� F «� a•� 4 a g o <9 •� w e.p J Qc pM Cr 145 _ _ �\ �x s • � � .5 '., ` '" `"rg '+.s a,,, � ,�, s �r v rr e' 0 a ^ 4s� `✓' ,<e a M12 '& ;,4 t2 " crr rrtn.q $ �^ s. . } �. 14.7 C r,e•;t ,., a ry: R o.> ,3' 40"'' �, � � �• ,I�.'� �' «z.i z1« /Jrg p '. 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(1)UNAUTHORIZED ALTERATION OR ADDITION To THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEN YORK STATE OMA71CH IAN.(2)DISTANCES SHOWN HEREON FROM PROPERTY LIES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCER(J)COPIES OF THIS SURVEY NM NOT BEARING THE LAND"VEY0R•S INKED SEAL OR EMBOSSED SEAL'SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AOENCY AND LENDNO INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS/R SUBSEQUENT OWNERS. (S)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)!CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS N / 400 Ostrander Avenue, tel. 631 2303 fax. 631:12'1.0144 / i admin®youngenglneertng.com / Howard W. Young, Land Surveyor j N Thomas G. Wolpert, Professional Engineer S j I 1 , Douglas E. Adams, Professlonai Engineer rp�� 11.63 Robert 0. T s t , Architect R , Architect 09 yP� P Wly�. F P , o SITE DATA UPLAND AREA 71,8'141 SQ. FT. LAND UNDERWATER =49,163 50. FT. t TOTAL AREA = 99,642 50. FT. S #1 1 STORY METAL BUILDING = 8,2'18 SO. FT. = 11.5% i #2 2 STORY METAL 5UILDIN6 = 2,019 50. FT. - 2.8% #3 1 STORY GONG. BLK. BUILDING = 199 50. FT. = 0.5% CMF #4 1 STORY FRAME BUILDING 1,225 50. FT. = I.1% 1.7'N #5 1 STORY FRAME BUILDING : 1,551 50. FT. = 2.1% 22W fie`' #6 1 STORY FRAME BUILDING = 841 50. FT. = 1.2% C)pF� / � � 6.96 � 9.1 \ z�� 14,113 50. FT. = 19.65 8.77 \\ F`O� .. .. , „ ZONE X ..� tik e� VERTICAL DATUM = NAVD (1988) / ... «.. ....jam - - �. - - ., - _.. --- -- �, / ZONE X (0.29 ANNUAL CHANCE)KEY MAP 110 , 5.95 o / OWNER = FOUNDERS LANDING BOAT YARD, LLC SCALE: I"-600' / /' 8'36 W`e _,,, r� P GREENPORT, NEW YORK 11944 , ET . . /6.5 \ 1 -' /g.4 S$�O B� p� SUBDIVISION MAP "FOUNDERS ESTATES" FILED IN THE i / 6.48 6 31 'O e<Or�0 •°• j�v OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 10, 1927 A5 -6�� O., �' � c,� FILE NO. 834 h 5/34 / / ^ .66 I5.50/ /=Je /* .^f� /,�. / __.._i____-, ____ �._ ��-.•. _. . _ -�,.----___ . _ ., ._ �' o•,ti / 5.80 *:2j� - - _ _ SEE FLOOD INSURANCE RATE MAP PANEL NO. 3610300166 H LAST 5.00 DATED SEPT. 25, 2604T. - _. 5.59 ; , Q� 1 +4.61 I ti • / ..r ... 5. �'1'c ,'� 5.64 .y;� ..• `� 4.59 `/BOJ - -7' 5.56/I \ F �,' // 5.37 % / 6. 4 6.63 /' 001- 110- b` 4.33 / T � 5.38/ 4.85 3.67 00� to �. ! 5.75 °tip, �' ! �� 4.16 3.07 6.44 off ® o, /(/`°' (0 5.58 CSFs FF 5.6 / 5.78 '/5.91 ® 0- 4.61 \ 3.71 3.29 ! t sTq -/ � ! O 4.80 ® `r�, ` FIRM ZONE BOUNDARY LINE AS \ / 2°�®�y(�qC ��. �S �13' F° i/ 5. �'�'A4T0, pr .. �` / ♦ RA LED OM FLOOD INSURANCE 5.47 , ��pE MAP S�2j `j� ' Oi,I,F �^--k- 9•,11 �; �8 1 5.59 3°0 // �STg16 / ! ry FF5.O4 Q�� �''-3��` 4.� _\ 00� ♦® LEGEND i ® 1 �'s ! �� ® r55 0.25 ,t 3.78 CMF / 5.5 h ! �3s ' 5.20 _ yob` y // 4.05`0A4,- _ _ ♦♦ ® .2/6 , 1 t EOP = EDGE OP PAVEMENT \ ®♦ Q / �o ". .... .,.. ..,.. -.- -- -^ -.. ... co so // '�o ! � / / �' t 4.'5.2 FEN-WD = WOOD FENCE ./j. ,� / o° 78 / t ♦ +� FEN-CLF =CHAIN LINK FENCE ®® °Irj� �o. ry��9c7• ® 4.43 / °q 4.68 ` FEN-5TK = STOCKADE FENCE ♦ 47 rbi' / �tiQo ' X4.81 4.93 1 RO =ROOF OVER ♦ 1° �� 5.11 5.19 -2 AyQF° A4 60 / 3.92 3.��Q' °err 4.87 SP = STONE PAVEMENT \ r°�tiF '►. _� _ - 0 +4� t 32 �`'� I 2v = UTILITY POLE 5.62 ♦ 4.63 ' _ _ _ _ ,_ .. - " ' //� � / ! // / t f 4. 3 4.84/ I GMS = CONCRETE MONUMENT SET 1 t 1 GMF = CONCRETE MONUMENT FOUND ` F J OF SOUTNQLO/ / Ek/ 1 r WSS = WOOD STAKE SET 4.39 / •� "O ,�S�� 5.13 + TOWN, TO ® / / 4!91 L FOUND0 STAKE \ ♦ ? / '�► �i,L 90 tiS 8, GOLDSMITH +4.51 / /3 9 / 1 r +1.19 IFF F = BORON PIPE FOUND '� OS O,(.-9 ALVAH 1931 ' // / , \ SP ®``® 'pSS %p 14331 ` and Under Wf' er / S /� 4.45 f L ST O� Grant Of e ! J s�' / �O = LIGHT POLE 4.5 '3`27 tJ I s 9 ,' Southold ecords P98 `� ♦ �.��5% SP \\ --- -f� •'/ 1 .121 SP CoQ J/ ^rye ~`x.,,521 __�__-------- � - 4.31 //4.8 �/ tl I ,.3`99 /1 � '0` 5.25 5.61 1 ® ----_- \s` //®�75 4.29 �o9�tio i /� 24 l 5.)5\ �T 5.22 T / / °off 1 / I FF 1 4.59 +5.33 O°�sB /I/ +4.1I6 c 5.59 S° � 9OS + 5.24 5.1 f \�\ 11- G 5 .6 4 'OeTG ry0j% / 0 # +5.08 5.80 oaS� O55.Z-,P'° O 5. 5 90 1.44 1 +4614.y cl Oti4 IS IPF r I IV� 4 / FR \ 1 .63' ( ' ME 3.41 3.2 +4.960/lC5.55 °A^ OkO 5.47 J 4117 3.9?l o° P� co°°�r yiq S'' l I F cgRq4F 4.07 . N 5.1 g s �OJ� j, 1 3 � ry SURVEYORS CERTIFICATION 17 442 N O ° 5.58 // `l,_;/ /+tt �� ' S 800„' ( � j YC HEREBY CERTIFY TO FOUNDERS LANDING BOAT YARD, LLC THAT TENS i' -. _ _ __.__. AND 5.27 4.00 . ._ _ - ��'Q,V/-- f (` eC�R'�1e ''OW 4 811 SUURRY�EYS AAPOR11W 5YY THE NEA YORK STATE A NITH OVATION OF FRoFEssIO�NALL LLAND - -- _ . - -- - o� I .86 /lyG. A, f IPF L�� r Pp IPF --SURVEYORS.. 6j, N � / ? 1 .04 �D r�e�Y 5.1 1-4c Y ' T qR 4.1 / O °C / f 3.90 /y s, �46�`u � `` , •:r` n 1�/• ) �j `,i °G, T�SIT I'`0T' [ " � O °1. >•-.`_, 31 yL�;°o0" FcO1 4.0 0° SO4.7 oa +4.30 0 r 4.0 �, m oo^ y67 0 Irk45 SP mn/ HOARD W. YOUNG, N.Y.S. L.S. NO. 45893 f i A` W ►� I tt y Ae U)N 1 I E 0 E 0 TV � 5URVEY FOR 4.40 4.71+ 5.16 ��` : ~ 0 20�.: FOUNDER5 LAND I NCS 0 + C `U BOAT YARD, LLC FIXED DOCK t� kO Q E 4.88 5.33 oL �� �°`�''°14TH,"". of Southold, Town of Southold o + �V Boars �o�Q Suffolk County, New York �'!� �► ^ ~ - -/ 7LIMIT T0P0GR,4PHICAL SURVEY _.50 .93 OF MODERATE 1000 64 03 10 4.56 5.03 WAVE ACTION County Tax Map District 1000 Section 64 Block 03 Lot 11 O a �O' 4.26 �� MAP PREPARED APR. 19, 2019 4.91- Record of Revisions 0 RECORD OF REVISIONS DATE GENERAL AMENDMENTS FEB. 07, 2022 NwM FIXED DOCK `'' <%NE AC ( 8) ++. 2okE >S , J CO O 30 O 15 30 60 90 m Scale: I" = 30' a JOB NO. 2018-00-T6 DWG. 2018_00'76_survey i OF I