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HomeMy WebLinkAboutTR-10247 Glenn Goldsmith, President ®� so Town Hall Annex A. Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski ir Southold, New York 11971 Liz Gillooly � Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 C®UP�Tb,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1984C Date: November 16, 2022 THIS CERTIFIES that the existing 2,011sq-ft two-story dwelling with a 400sq.ft. second floor balcony, a 7'x24' west side porch a 3'4"x10' stoop on seaward side an existing 6'8"x6'7" outdoor shower, existing 67054"Jacuzzi; and existing 14'8"x15'4"front porch, At 8380 Great Peconic Bqy Boulevard, Laurel Suffolk County Tax Map#1000-126-11-20 Conforms to a Resolution passed on Dated November 16, 2022 pursuant to which Trustees Wetland Permit#10247 Dated November 16, 2022,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the existing 2,011 sqft two-story dwelling with a 400sg.ft. second floor balcony, a 7'x24' west side porch a 3'4"x10' stoop on seaward side an existing 6'8"x6'7" outdoor shower, existing 6'x7'4"Jacuzzi,• and existing 14'8"x15'4"front porch. The certificate is issued to Joseph F. &Linda Sciotto owner of th"foresaid property. Authorized Signature �=- ti."',•..� i'o;,"` JF °ex� +'i!%• k.� -'<3'oC F a�k, a°rov'i¢ey„"�1 `4C.' -°i:'-'+e- 'r -,g--�s*s `,,-, n d °`y' s^ .t ,,.,e°�°i9°e �fy'•'.�t. ,..;`€S F.�e� ''�'-'� .g i .�'•,+fAoa'• � _ :mR 9 og"'r• •`a9� s"*dad;:�: - '�~ °°��tyaam W, _ e C aV'i ,s;�°r• - - .ter; � c-:. s��• � - e r40.1X!R!1u1 .'k,it-v: My1 e••r,np' :°�,,,-Y...�u°3 BOARD OF SOUTHOLD TOWN TRUSTEES s ' SOUTHOLD, NEW YORK :�;` ,,•4 PERMIT NO. 10247 DATE: NOVEMBER 16,2022 �a a ISSUED TO: JOSEPH F. & LINDA SCIOTTO PROPERTY ADDRESS: 8380 GREAT PECONIC BAY BLVD.,LAUREL g SCTM#1000-126-11-20 F AUTHORIZATION - Pursuant to the provisions of Chapter 27.5 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 16, 2022 s : t and in consideration of application fee in the sum of fnqqp1 paid by Joseph F. & Linda Sciotto. and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and �. permits the following: a Wetland Permit for the existing 2 011s ft. two-story dwelling with a 400s ft. second floor balcony, a 7'x24' west side porch, a 3'4"x10' stoop on seaward side, an existing 1 cI 6'8"x6'7" outdoor shower, existing 6'x7'4" Jacuzzi; and existing 14'8"x15'4" front porch; and as depicted on the site plan prepared by Marls K. Schwartz,AIA dated ° June 15, 2022 and stamped approved on August 17,2022. 0. ' C IN WITNESS WHEREOF, _ F the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these pw _ A9" - . presents to be subscribed'by a majority of the said Board as of the day and year first above written. ' - ,•; 551 CO LJ =� .F '+a 3uS":`7F�:��[2rr�T.6ia�i:.7.s'e^iih°:t:�.'w3'2R"}5�an..:iia'iii..L`.?'t, S:*i,?�9,Si`�;�'.ia�3vhFS}i:5a1ti'..efi�.x:.rX3°rt,""�S�3F:.,°.X�' ..;,5"Ti��.'�i:ifi.0i2.J;;S;�AA4'.f.•' ":'r°:7ii�hY4r".i,:,'ate..isa:7ak?,a'SS�1SZ',SS°f�.f�.o1:h� �"S�FCa�S:'„1`eaf£�'r`Zu f:71%33�:..u�e„�: ^ YS vo �,, �, -_ �, � o `,l I�, _ 1'_�-r�. �•, r _�yJ. �.,^.,r••.".. .;��f.` l��.,nd,',� ,tr, <;i�F- E..aead/a .�_.s-- •'i i *a.'p• `fir 0 K;�.,•a_� - :qs Uaa:• ...s.'. � -3... - •e{ 4�a0.•a. .'�e// _ aeee:.'°'• h�` .,9,e°ya�%.�'`.�. .�:.aslal._.w1°0��.r��,?� ..c�,��� .''sk,' ...�_a�a_.�). .t_,_,,°.•- _ _ _?•, - '-�K ,�' TERMS AND CONDITIONS The Pennittee Joseph F &Linda Sciotto residing at 8380 Great Peconic Bay Blvd., Laurel, 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 perfonned pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Pennittee 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. 10. 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 perm it. Glenn Goldsmith, President 't�'®F so Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ®V� ®�® P.O. Box 1179 Eric Sepenoski qr Southold,New York 11971 Liz Gillooly G � Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 C®UN�,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD The following action was taken by the Southold Town Board of Trustees at their Regular Public Hearings Meeting held on Wednesday, November 16, 2022: RESOLVED that the Southold Town Board of Trustees hereby REVOKES and VACATES Wetland Permit #10201 at the request of the property owners JOSEPH F. & LINDA SCIOTTO for the existing 2,011sq.ft. two-story dwelling with a 400sq.ft. second floor balcony, a 7'x24' west side porch, a 3'4"x10' stoop on seaward side, an existing 6'8"x6'7" outdoor shower, and an existing 6'x7'4" Jacuzzi; remove existing garage and shed; construct a new 1,166sq.ft. two-story addition onto the landward side of existing dwelling on top of a 4" reinforced concrete foundation slab with a proposed one-story 10'x12' shed attached to landward side of addition; the existing 14'8"x15'4" front porch to be expanded an additional 8'2"'x10' to connect to new addition; and to install gutters to leaders to drywells for the addition; with the condition that any trees removed are replaced with a one to one native species tree replacement; and GRANTS the request for a new Wetland Permit for the existing 2,011sq.ft. two-story dwelling with a 400sq.ft. second floor balcony, a 7'x24' west side porch, a 3'4"x10' stoop on seaward side, an existing 6'8"x6'7" outdoor shower; existing 6'x7'4" Jacuzzi; and existing 14'8"x15'4" front porch; and as depicted on the site plan prepared by Mark K. Schwartz, AIA dated June 15, 2022 and stamped approved on August 17, 2022. Located: 8380 Great Peconic Bay Boulevard, Laurel. SCTM# 1000-126-11-20 Mover: Glenn Goldsmith, President Seconder: A. Nicholas Krupski Ayes: G. Goldsmith, N. Krupski, E. Sepenoski, L. Gillooly, E. Peeples November 15,2022 From: Joseph and Linda Sciotto 8380 Peconic Bay Blvd. Laurel 11948 -Reference Permit#IMO! Dear Board of Trustees: %AI.. l.d!'! �.. 1....,, '� {....-'lA7n'! M! '1! �1..., .-F...-...:...' �..,.,.t:.... ♦l...a YYG Yvo Uld II ISG lV Close aUlt Per.11li n U.m.L101 •LV 201. -VY e_VIP Ili i`at-10o peYRAYI'ing any 77ew—czn llU�:Cfvll L1"Idl was issued in said permit. We understand that if construction of proposed new structure/attached garage was to proceed in the future, new permits must be applied for. We respectively request a certificate of compliance for only the existing permitted structures on said permit. Please revoke permit number 10201 and issue a new permit for the existing structures(two- story dwelling with balcony,west side porch,stoop seaward side,outdoor shower,jacuzzi,and existing front porch. Sincerely, Joeand,Lind,�Sci9�to Joseph.Scio m. Date- 'Linda Sciotto Date E C-E- E D NOV 1 F '2022 !d arm 7h�at Glenn Goldsmith,President ��'�� �,� ~� Town Hall Annex A. Nicholas Krupski, Vice President ;� v � 54375 Route 25 P.O. Box 1179 Eric Sepenoski * �1 ' Southold, New York 11971 Liz Gillooly Elizabeth Peeples � � Telephone(631) 765-1892 ., �, Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction '/z constructed When project complete, call for compliance inspection; y'•',•S>�Ceo•-:•' rr;.-" •ams-'i'S'i*ia;.:�c._, l �'.'ei--f•-s, � ,�;,;,y;R• -�ry'�r'u" -ti:�.'°Win•-i�,�'-_V `y== ehq•Ai • `i�J'"�rye'r':•:�..- C P °°ia;,.�' _ � n _ `'''�-''`^ 9 9°F o'ate: x.,.'L"s, .:5• � ga'hfi 4�°}�x9,/�°i°:. J�`"G'4 1 7�4 d�i�'�r bk i� �0� x,.•:. �'''.aoy�s - '"�=>�+1�4 �4.<' 'Pk nn•- _ �v.•• -°�`ZSI�T °.c€' /n'°k'' a r'� •s `"�`SI �.�°x ns � ., \� -°��.'TJ-�»'•"�T+.'L�fs��lZ'::r:9'9Y�si-t� ,•>T,el:+r�� �'£d''�''Gy��w:�"^s4+�r�+2:�.-•Al'",�sm_4'!�,;'�c:�x�m.;� .3T �.,bSr�T'aaL,S.�R.�t�.aau.�:.Td.1:�':�su'��a..�,x.'t�'tr•�'"+'k"�:"��'"�r•.:�G.�7.: �;'� a' .a BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 10201 DATE, AUGUST 17,2022 ISSUED TO: JOSEPH F. &LINDA SCIOTTO :? rr PROPERTY ADDRESS: 8380 GREAT PECONIC BAY BLVD.,LAUREL ✓l'' Via. SCTM# 1000-126-11-20 -` AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in 4'f ; accordance with the Resolution of the Board of Trustees adopted at the meeting held on August 17, 2022 and in consideration of application fee in the sum of$250.00 paid by Joseph F. & Linda Sciotto. 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 2,011sq.ft. two-story dwelling with a 400sq.ft. second ' floor balcony, a 7'x24' west side porch, a 3'4"x10' stoop on seaward side, an existing �r 6'8"x6'7" outdoor shower, and an existing 6'x7'4" Jacuzzi; remove existing garage and , ' `. } �.�- _•_ � shed; construct a new 1,166sq.ft. two-story addition onto the landward side of existing dwelling on top of a 4" reinforced concrete foundation slab with a proposed one-story 10'x12' shed attached to landward side of addition; the existing 14'8"x15'4" front porch to be expanded an additional 81211'x10' to connect to new addition; and to install ' ?'i gutters to leaders to drywells for the addition; with the condition that any trees removed are replaced with a one to one natives species tree replacement; and as P P P � i depicted on the site plan prepared by Mark K. Schwartz AIA dated June 15 2022 and `r x��faf stamped approved on August 17, 2022. 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 first above written.% e 4 x g%J>FWt IrN. 7%` QRha Ca x .. at+8 4 c�`^ 1 fi '�C; ``l-�.,atFi'✓�.°u amine:.,4n`rS�tSi;,z�Ls;:,aiPT,..�1i3h�uP i... +.�+." .�tfC,.,,11155:,SV`.vo'-.tirS�y�r:��.,.r-',a,'3:Q� `u"2�M'i���, :i'`�^.a:..,a'a9„S'"...u°.°�S. u�i.PZna�;.a_tw�n;'a��i5&'.+}313;'t�C;S:.�52�i +..ix:.�."�.tWf'U`.SS.?Y�tiEi�S"rf�F.�'�'�'- � : � ""Le � � ,jyT•' �f. ..f�.i•,`Sy� w.,.� i.:��,,. • �`J :^�I," ��\.�' m''rJ,`�y�a�a `,,/. y1,•' qs! I I`'.•% ~,' -_ o ,r,��-Ci'm' ��a ' ,;�;g,!1.,�1 P �''lr,,ytiav 4 V a. _ bp+ai"•••"'...•'--�-�� b .md � m`'H^'•^�.!,1.,.�,..,° !',.- '-R.g .ea p 1ph,.. .. o. . -`°S a d9a 1�.k� .r; .S� `eyn;..r'"f`` .x 9 P w d�.'1 46ety. ,a}-• ,ea�i �' ti. �'};, ,a 6 ri _-- `'iYi^F• _ — .�.a,,,l,z,- __ - '.�..-- -� -- ":tea'-aK"'- -- "-'x,.•�£' -" TERMS AND CONDITIONS The Permittee Joseph F. &Linda Sciotto residing at 8380 Great Peconic Ba BY lvd., Laurel,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. 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. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President ��®F s®t��y Town Hall Annex A. Nicholas Krupski,Vice President ,L®� ®�® 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 22, 2022 Joseph F. & Linda Sciotto 8380 Peconic Bay Blvd. Laurel, NY 11948 RE: 8380 GREAT PECONIC BAY BOULEVARD, LAUREL SCTM# 1000-126-11-20 Dear Mr. and Mrs. Sciotto: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, August 17, 2022 regarding the above matter: WHEREAS, JOSEPH F. & LINDA SCIOTTO 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 July 1, 2022, 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 landward additions are recommended as Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, the LWRP Coordinator recommended that the proposed application 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 structures; and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on August 17, 2022, at which time all interested persons were given an opportunity to be heard, and, 2 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 of the Southold Town Code, and, RESOLVED,-that the Board of Trustees APPROVES the application of JOSEPH F. & LINDA SCIOTTO for the existing 2,011sq.ft. two-story dwelling with a 400sq.ft. second floor balcony, a 7'x24' west side porch, a 3'4"x10' stoop on seaward side, an existing 6'8"x6'7" outdoor shower, and an existing 6'x7'4" Jacuzzi; remove existing garage and shed; construct a new 1,166sq.ft. two-story addition onto the landward side of existing dwelling on top of a 4" reinforced concrete foundation slab with a proposed one-story 10'x12' shed attached to landward side of addition; the existing 14'8"x15'4" front porch to be expanded an additional 8'2"'x10' to connect to new addition; and to install gutters to leaders to drywells for the addition; with the condition that any trees removed are replaced with a one to one native species tree replacement; and as depicted on the site plan prepared by Mark K. Schwartz, AIA dated June 15, 2022, and stamped approved on August 17, 2022. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid,, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, 's k Glenn Goldsmith President, Board of Trustees REVISIONS: SCTM # 1000-126-11-20 DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 30,958.3 SQ.FT. PROPERTY WETLANDS: -1445.8 SQ.FT. BUILDABLE PROPERTY: 29,512.5 SQ.FT. ESTIMATED AREA OF 14000 SQ.FT. GROUND DISTURBANCE: EXISTING HOUSE: 1970.6 SF 6.7% EXISTING NORTH PORCH: 224.8 SF 0.8% EXISTING WEST DECK: 174.0 SF 0.6% EXISTING SOUTH STOOP: 35.4 SF 0.1% EXISTING O.D.SHOWER: 46.7 SF 0.2% EX.2ND.FL.SOUTH BALCONY 202.0 SF 0.7% EXISTING POOL: 522.7 SF 1.8 EXISTING HOT TUB: 44.0 SF 0.2% [3220.2 SF] [11.1%) O GARAGE TO REMOVE: -443.0 SF - SHED TO REMOVE: -39.1 SF - n/ [482.6 SF1 ►^`� PROPOSED ADDITION: 1166.1 SF 4.0% 8888 PROPOSED NORTH PORCH: 79.6 SF 0.3% PROPOSED ATTACHED SHED: 120.0 SF 0.4% [1365.7 SF1 [4.7%] O F--'1 PROPOSED DRYWELLS: 2-8'dia,4'deep - EX.GARAGE EX.SHED TO TOTAL: 4585.9 SF 15.8% 11 TO BE REMOVED BE REMOVED S 26 59100 E __________________ 328.171 METES AND BOUNDS BY: MICHAEL MINTO, L.S. C' ---------- ------------- / ----- ----- ' _ t EX.AC UNITS � SURVEY DATE: SEPTEMBER 18, 2014 - - - - - - �- N EXISTING IDRYWEL),I ry SILT FENCE Abp i \ I' - -7 N 74 x HOT TUBUB A3;f Op EXISTING 5'-0"DEEP 58.4' �•. / 2ND.FL BALCONY i v v TOPSOIL I � � 00000m / 23.8'' � J I LOCATION ;" 4 .0' 4.3' / PROPOSED ♦ b SHED - ------pRQPQ�ED 2 STORY ADDITION / // EXISTING 10-0 X 34 CgNCRETE MASONRY STOOP 0 2.0' Os WASHOUT) 10 0. PROPOSED �� 2 F O �I ♦, ♦ i6 PORCH /// �4 SILT FENCE � '�� � ao EXPANSION) - - - - - - - - -� - - - - - - - - - - _ � `.44.5'---- --------------- t EXIS-ING � ', 00 O /POLCl I•; EXISTING 2 STORY a .. , FRAMED HOUSE '' '" O n0 - - - P E C 0 '* '* 1 C � a �� I DRYWELI j EXISTING G \ / 32-8 X 16-0 �� O a B A INGROUND y�0 POOL00 ---- --------------------------------------- m T� 91 O I6 EXIST.PATIO ON GRADE O OW V A N I W 6.8' X .O N LL •� J O PROPOSED DRIVEWAY, (PERMEABLE) ui I SILT FENCE J N 2 6° 45' 00" W 3 3 5.51' M N C o M m y u rn n 5 u Om �i7 + p0 CN M O O � x 00ob ca-a G w � v000 Lo SITE PLANcl)00 /� N N � v ^ SCALE• 1 " 2 01 011 NEW ROOF AREA:1810 SQ.FT. o ;24 AT 100%WATER RUNOFF:303 CU.FT. PROVIDE(2)8'DIA.X 4'DEEP DRYWELLS 7 DRYWELLS CAPACITY:338 CU.FT. EIIIIIIIIIIIII4 (sl OGEE GUTTER-STANDARD 5" F-I NOTES: APPROVED B 1 �I �G ® 1).EXECUTION: Q A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. (n Q ,BOARD OF i RUSTEES g ' 2).PREPARATION: E E S R A Y (ER A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. L' AV pS B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR TOWN OF SO UTI l0 LD / ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR N Ll METALS WITH PROTECTIVE BACKING PAINT. DATE ` �,t 3.INSTALLATION: • 'W M ST 1-7 A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND V ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT v CONNECTORS. �_ W 3).CONNECT DOWNSPOUTS TO STORM SEINER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. DRY WELLS TO BE 10'MIN. 4),PROTECTION: AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. OQ O O C O D E C E ■ V E DRAWN: MH/MS LG SCALE: JOB#: SmlG a 10" 6/15/2022 tmrd Of Tnmteea SHEET NUMBER: S-1 REVISIONS: LEI z O LL ------ I HIM Y11 1 11 I 1 1 r 1 1 �I I I I M—i W O Q PROPOSED WEST ELEW-TION - SCALE: 1/4" = V-0" w 0 � a F-+ w 0 a a � 00 l M Tv� 00 V 1 O H m C,4 � o a� c", +; PO ``) m o rn x0 a � w � rn _I �r � in 00 00 0 W - - - - EW U 0 N 00 Ll�1 U d EXISTING WEST ELEVATION SCALE: 1/4" = V-0" ECEIVE DRAWN: MH/MS SCALE: XJL " 1 2022 JOB#: 6/15/2022 SHEET NUMBER: Southold Town Board of Trustees A-1 REVISIONS: �7 -100 H O W - — O H I--'1 In-1 F--i PROPOSED NORTH ELEVATION SCALE: 1/4" = 1 '-0" w C:) ra � o a H w P-4 a 00 r 1 M TTv�� 00 V1 O e--i NU cm O X Lf) ;Z 7 G 9h cUi o � 4\ C15 L o 0.0 u m cm ' Lo V a, — - - — N Q) v � W o-00 W F d U O , - V o 00x E ' E DRAWN: MH/MS EXISTING NORTH ELEVATION D SCALE: SCALE: 1/4" = 1 '-0" JuLI 2022 JOB#: 6/15/2022 SHEET NUMBER: Southold Town Board of Trustees A.. REVISIONS: J_. H LJIILJ 1 11 1 1 11 1 1 -- 1 11111 7171 1 1 1 1 1 1 1 --T----T-Tiii I 1 11 1 11O 7711 11 1 11 1 1-1 LI,Ll T-1- r 1+ TT� ------------------ W O H F-�-i PROPOSED EAST ELEVATION SCALE: 1/4" = V-0" �D C) Ou � � o a 0 a a 00 U l M Tv�/ 00 V1 O m 4 6 O a, m E . X v .Z E . cn M O ;. a1 C (,.v O ca , . cz cz rn U +� I N a) ao 0w � O 00 Ll d o N EXISTING EAST ELEVATION SCALE: 1/4" = V-0" DRAWN: MH/MS SCALE: JUL 1 2022 JOB6/IS/2022 SHEET NUMBER: Southold Town Board of Tnistees A- 3 REVISIONS: _ Z 11 111 1 O 4l I III I IA 4IIII Hill 1 1, 1 1 D W 000� . 11l Ll I I FI- 11 11 1 1 1 11 17-779 NgLu 1111 717 Ill Ill III I Ill O 1—� M-1 PROPOSED SOUTH ELEVATION SCALE: 1/4" = V-0" C) Oza E-+ o F-+ w r M 00 V1 O m 4 ° � m Cj V � � v m m o rn o � wcu � v 0 00 \ - - - - z r � u 0 v ca N cu E v 4w3 - 0 4 4 D I H _ _ U o I 00 V EXISTING SOUTH ELEVATION SCALE: 1/4" = V-0" D C E ' If E DRAWN: MH/MS L7SCALE: JULOB#: — 1 2022 6/15/2022 SHEET NUMBER: Southold Town Board of Trustees A-4 REVISIONS: 10'-0" 58'-4'/2" ----8X16-V€NT------------------------ 00 0. e . pe . o. a pd • n• d pe . o. e . pe . o. e . pe • o. d . pe • d . pe . d . e • o. e . IT; . V l I • I I ' I 1 ' p ' I I 1 �j O O ' I • 1 N ; 4 ' •---------------- V T-------------• c , O #5 REBAR ------------------------ ---Q I ' . d . p • . d p• d .' I 1 p C I ; 16"X8"FOOTING ^ co' u- --------------- ------------- v ; I w/(2)#5 REBAR N CRAWLSPACE LL 1 ; UNDER WALLS ABOVE m 2"CONC.SLAB 0 1 W W I 1 I • I I I G I x U a i 20'-11" i 7'-11/4" 9'-93/4" 1 ° X -1 1 SHEDGARAGE N rN-- W 4"CONC.SLAB I 4"CONC.SLAB REINFORCED h- , I _ ________, i #5 REBAR O v w/10/10 6X6 WMM OVER 41_011 ; c 131_511 ILI @12"OC L 1 I I 1 COMPACTED CLEAN FILL. 00 I = 1 .v . . . ° Q . ° •� . . . . ° •v 4"CONC.SLAB REINFORCED , , ° Q , v I 1 w/10/10 6X6 WMM OVER I COMPACTED CLEAN FILL o I i I I 1 1 O , G I j , I 1 , 13'-511 ......................--------------------- , .• i I 1 1 ' , I V v ' ' , 1 1 1 Q O I 10'-011 o �'-23/4" pi_ii 11 p1_i111 i ° i bo X�2 O `t O `t I ' I I N I /1 1'-`1'1/411 N v ; (3)2X8 ACQ GIRDER I I I I _____-- -------- ---------------------------------------------------- ________________-_-_-_____ 4 -_____________ _____________________________________ ------____}___ _____________________________________________ _______________ i-------------_---------, - , 1 _ t 1 EXISTING PORCH I p .o . ° 4 . ° .v . ° 4 . ° •v �. ° 4 ° .v I •----' 1 '12"dia.CONC.PIER --- / h'y -I----------------------------------------------------+-------------}----------------------------------------------- 1------- 1 w I /2X2X1II I FIQ I 1 • I • • I � i • I r R '24"X24"CONC.PIER 4 +0 R �r 1 44"X24"CONC.PIER -^' 1 �r � 1 24"X24"CONC.PIER ;3'-0"BELOW GRADE V i w/36"X36"X12"FTG ; r0 � {y i ; w/56"X36"X12"FTG ; '! V ; w/36"X36"X12"FTG I .w r, 4 3'BELOW GRADE • p•` ��+ 3'BELOW GRADE +w 4 3'BELOW GRADE ; EXISTING ' �D a 0 21'-3" 21'-311 I W '-0 1'-0" 1 " z ' U 44'-6" 10, 10`-U" 1 H O a a 00 r l M T`��/ 00 V1 O 1-'1 c'n N � cn v o o x 0 w p 006 r, IT ::� 5 LnU m +� 1 z in N G ./�9 W F-I 1 EXISTING ' 1 PROPOSED FOUNDATION PLAN ' 1 r^ SCALE: 1/4" = V-0" W I 1 0 I I 1 , 1 1 ' N 1 1 H 1 1 nD E I V E DRAWN: MH/MS SCALE: Jul - 2022 JOB#: 6/15/2022 SHEET NUMBER: Southold Town Board of Trustees A-5 REVISIONS: 10'-0" 58'-41/2" 10 01 5'-0" 5'-011 6'-311 331-53/4" le 18'-7-Y4" C1135 CXW135 TEMPERED (3)2X10 HDR ( )2I 1 10 DR O _ 1 1 1 , 1 , , 1 , 1 1 d" -N V 1 1 1 1 11 13'-7" N N 2 o0 0 , 1 , 1 1 I 1 1 , 1 I , 1 , 4-0 M x CLOSET , I 1 1 1 , , 1 , 1 _� ^�` LANDING ABOVE ' 1 P' X V , , , 1 1 , I 1 1 1 I 1 I I m (2)2X10 HDR 5'-0" AN41 OPEN RAILING �O WALK-IN CLOSET �w 7'-0 (2)2X6 HDR '/4" j v 5'-0" _ z o J Z W a 00 Q x - - M o -- - - - - - - N MUD ROOM _ O _ � C Q W 1 0 0 o I , , o .O _ ce 0 0 GARAGE U E� N N � SHED N 5/8"TYPE-X FIRE RATED ^ N - --- ------ S E H ETROCK ON CEILING 1--�1 LL �LOLF SIMULATOR MATTING ;`,'>%w":q •.'`-°:�`',`a ^ 2X6 C1 Ca16"OC — AND WALL(TYPICAL) )2X8 HDR (3)7-1/4 ML HDR (3)2X8 HDR " --------- I--� % 3 -----------------Q O ---- ----------------------- " D 1 0 1 1 1 - � CX15-3 CX15-3 1 I 1 1 g.-011 1 In I I I U , F- , 1 1 0 I 2 2X6 HDR , �, � � 45 MIN.FIRE RATED,DOOR w/SELF-CLOSING HINGES EQUAL � EQUAL ' ______________ HOBBY ROOM , AN41 I , , AND STEEL JAMIT► U I I 1 OPEN TO ABOVE 1 00 1------------ 1 1 , x I ' Q1 1 1 I = N 1 0 1 1 1 I M x O -pQ x I 1 1 I N ryN� (3)2X12 GIRDER LU ce 1 ' V - - - 'r) I m 1 1 1 1ad (V ; (3)1-3/4X]1-1/4 ML HDR ; (3)1-3/4X11-1/4 ML H DR (3)1-3/4X11-1/4 ML HDR I N ' I COVERED PORCH w Ix , 1 12X12 FG COLUMN w --'-' ---"----.=--------- N ' 1 1 OVER 24Z24 PIER w/CULTURED STONE - I I ' I i CXW15-3 ' -- ' &BLUESTONE CAP — — v— — — — — — — — — — — — -- I -- — — - — — — — — — — — — — — — — — — — — — I I 11 36X6 BRACKET I I x ti u u "P) u Q , 1 ' U 5'-0" 5'-0" 2'-43/a" 8'-0" 8'-0" 13'-2'/a" 11'-2%$" 11-81/4t1 C� W 10'-0" 44'-611 10'-0" 1 00 M 00 -------------- cn co O N � PROPOSED 1ST. FLOOR PLAN GN y SCALE: 1/4" - V-0" 0 LO o x0 d g p 000 `' \ > 0 rn U v c cn C�C N v F v 'O W I , , W , 1 f.y 1 � 1 0 N ------------ V) x DRECEI ` E DRAWN: MH/MS SCALE: JILL - 1 2022 JOB#: 6/15/2022 SHEET NUMBER: Southold Town Board of Trustees .•..._,,,j A-6 REVISIONS: O 44'-6" I--� E-� ol 6'-3" 161-011 6'-0" 1 6'-0" 9 6'-3" w CXW24 CXW24 CXW24 TEMPERED I--I (3)2X8 HEADER 8'-0"PLT HT ' (3)7-1/4 ML HEADER ' ' ' ' ' (3)2X H AD R T-0"h RAILING ' i � H O 0 n� NN Ih----1 U W. �0 U O o o O :o � N u (2_)2X DF# 2 N LOFT CNv Q o /OPEN ,( T O\ \ II vN oF- NN � N CUPO BELOW N , CL wX w T, xX (2)2X DF#2 (2)210 ------- ------ ----------- (z)z10 o - -------_� ------------------ U -oN 2X10 DF#2 16"OC 2X10 DF#2 J 16"OC 1-Th"PLT HT (3)2X8 EADER (3)2X8 HEADER ON 00 00 8' "PLT HT 8'- / 00 O CXW24 2X6 PLATE 0PTHT CXW24 4'-1l" 4'-11" 4'-1l" 4'-11" '01 '-10 2'-13 '-10"6'-5/ ' 9 / 6'-5/" � 44'-9" o c7 �, 0 ON v X M ^ V P� c7 T O � d1 O 0O O LO go 9V co U m U v ON ,It CZ v N .0 W PROPOSED 2ND FLOOR PLAN SCALE: 1/4" = 1 '-0" EME4 (m H 0 N ECEIVED] DRAWN: MH/MS SCALE: JUL - 1 2022 JOB#: 6/15/2022 SHEET NUMBER: Southold Town Board of Trustees _ . . ._....., A-7 REVISIONS: O H r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— -r — — — — — — — — — — — —— — — — — — tz I I i I I ce 12 1 � O I I N II � II I r I na 12 I I 1-3/4X11-7/8NIL RIDGE r I rq 4 � 1 1 o51-011 I I I I I N I I O 11 I I I I I 12 I I AXW351 I I ^H 4 12 I I I I 1-3/4X11-7/8 ML RIDGE fn f _ 1-3/4X11-7/8 ML RIDGE 1 1 a ¢ O 1 1 0 II I I I P\�� ���li I CUPOLA I ��OL I � - - - - - - - - - - - - -=° - - - - I I J 9l! O•l 9ll I- - - - - - - 12 - - - - - -@ - - - - 2X10 RR 0116"OC 1 4 � ce ry N AX V351 N I o I I LL W LL II 1 1 v v PCN - - — - - - - - pC ceO12 co I I 10 X 2X10 DF#2 RR ( 12 2X10 DF#2 RR X IceI 1 Z�,Z�AL 1 I m @16 OC —� 12 @16 OC M 12 ' I O II I I 10 I o II ry¢M - _ _ _ _ _ _ � __ _ _ _ _ _ _ _ _ __--ki - - - - - - - - - - _ _ _ _ _ __ - � I LL — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J I — — — — — — — — — — — — — — — O a a 00 Ul M TTv�� 00 V1 O m 4 9� 0 0 pn >~ 0nU co PROPOSED ROOF PLAN N � ALE: 1/4" = 1 '-0" 0 w H 0 N x DECEIVE DRAWN: MH/MS SCALE: JOB#: JUL 2022 6/15/2022 SHEET NUMBER: Southold Town Board of Trustees A- 8 REVISIONS: 1-3/4X11-7/8 ML RIDGE 1-3/4X11-7/8 ML RIDGE 12 ?k/0 DF#2 4 1 16 R ;Z RR @16.0 C 2X10 DF#2 @16"OC 2X10 DF#2@16"OC,. DBL 2X10 — - ♦ DF/2 12 O 00 @� 110G 1-3/4X11-7/8 12 12 12 ,0 QFlt2 RR ML RIDGE 4� 2X cr1 12 2 BLOCKING - N (NP) 3 4"SUBFLOOR00 5/8"SUBFLOOR 2X8 CJ @16"OC 2X8 CJ @16' O (3)2 12 GIRDER F-'-� 12X12 FJ COLUMN Q GARAGE w 00 5/8"TYPE-X FIRE RATED SHEETROCKL-1 N ON WALLS AND CEILING p� BLUESTONE CAP CULTURED 2X6 ACQ PLATE 5/4 DECKING 11 1 U 3/4"SUBFLOOR _ _ STONE TERMITE SHIELD 2X8 ACQ @16"OC DBL 2X8 FJ @16"OC _ _ _ • SILL SEAL (3)2X8 ACQ GIRDER .S : .. . . .. . . .. .. . . .. .. . . .. : O 24"X24" i a°.y 4 4"CONC.SLAB.PITCH TO OH DOORS 6 L 8"PC F--i 8"PC WALL •� �° - CONC.PIER ;P��' .� REINFORCE w/10/10 6X6 WMM DAMPPROOF t+• b• O e•y •o• .� WALL O, • 2"CONC.SLAB •1 y: o. •.v •• •• M '• •• M ��"vi e•a•o . Q 36"X36712" 16"X8"CONC.FTG Q 16"X8"FTG CONC.FTG w/(2)#5 REBAR (2)#5 REBAR CROSS SECTION A CROSS SECTION B SCALE: 1/4" = V-011 SCALE: 1/4" = V-011 w �D Generated by REScheck-Web Software Q Compliance Certificate x U z 2' O z a •, 211 O 0 0 0 Q 2" 0 0 0 0 2" a Project SCIOTTO • 2" 0 00 U00 Energy Code: 2018 IECC Location: Laurel, New York Construction Type: Single-family OO OO • • •• • Project Type: Addition FASTENER TYPE: SPACING: Climate Zone: 4 (5331 HDD) Permit Date: No.8 WOOD-SCREW BASED ANCHOR WITH 16"OC Permit Number: 2in.EMBEDMENT LENGTH cc 9 No.10 WOOD-SCREWS Construction Site: Owner/Agent: Designer/Contractor: BASED ANCHOR WITH 16"OC CD 8380 PECONIC BAY BLVD. 21n.EMBEDMENT LENGTH N BASED ANCHOR WITH 16"OC rs t *1 F LAUREL, NY 1/4in.dia.LAGSCREW c0 4 � O 2in.EMBEDMENT LENGTH x 0 Lf) m o ._.�.. �,.;vw.;a. ... . .,. 3/4"APA PLYWOOD Compliance: 0.4% Better Than Code Maximum UA: 277 Your UA: 276 Maximum SHGC: 0.40 Your SHGC:„0.31 SHEATHING P 1/2"APA RATED SHEATHING The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. GRADE PLYWOOD «S y Lf) 'Cu It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. (ALTERNATIVIVE:7/16"O.S.B.) • • •• • • 0 00 Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade1/2"APA RATED SHEATHING o assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. GRADE PLYWOOD `� (ALTERNATIVIVE:7/16"O.S.B.) • Lo 0 U N d Cn 00 `d .Q Envelope Assemblies o 0W � ENR E' SPACING: 7' 77 77777. D 82X4 DF#2 1 46 A6No. WO ( BASED NOCHOR WITH 10"OC O STUDS WINDOW SILL tin.EMBEDMENT LENGTH 4 Ceiling 1: Flat Ceiling or Scissor Truss 871 30.0 0.0 0.035 0.026 30 23 TYPICAL WINDOW OPENING No.10 WOOD-SCREWS BASED ANCHOR WITH 12"OC Ceiling: Cathedral Ceiling 130 19.0 0.0 0.052 0.026 7 3 PANEL SPAN EQUAL OR SMALLER Zin.EMBEDMENT LENGTH THAN 4 FEET 1ST FLOOR: Wood Frame, 16" D.C. 1,630 19.0 0.0 0.060 0.060 89 89 BASE dia.ANCHOR V BASED ANCHOR WITH 16"OC Door: Glass Door(over 50%glazing) 2in.EMBEDMENT LENGTH • • • • • U SHGC: 0.33DO zl 0.300 o.3zo 6 7 TYPICAL DOOR OPENING Window: Wood Frame PANEL SPAN GREATER THAN 4 FEET 2-2X4 LE PLYWODS CONNECTED FASTENER TYPE; SPACING: 134 0.290 0.320 39 43 2-ZX4 DF#2 STUDS CONNECTED SHGC: 0.31 AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW 2ND FLOOR: Wood Frame, 16" O.C. 1,044 19.0 0.0 0.060 0.060 53 53 THAN 6 FEET ORGALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH 8"OC AND NUTS @ 2'-0"O.C. 2in.EMBEDMENT LENGTH No.10 WOOD-SCREWS Window 1: woo Frame 166 0.290 0.320 48 53 N� SHGC: 0.31 TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"OC 94 Floor 1:All-Wood joist/Truss 118 30.0 0.0 0.033 0.047 4 6 PANEL SPAN GREATER THAN 6 FEET 21n.EMBEDMENT LENGTH AND EQUAL OR SMALLER 1/41n.dia.LAGSCREW Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other BASED ANCHOR WITH 16"oc (� calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in THAN 8 FEET 21n.EMBEDMENT LENGTH REScheck Version : REScheck Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTU RAL PANEL 94 Name-Title Signature Date AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. E 0 E I V E D Project Title: SCIOTTO Report date: 05/09/22 DRAWN: MH/MS Data filename: Pagel of 1 SCALE: JUL - 1 2022 JOB#: 6/15/2022 SHEET NUMBER: Southold Town Board of Trustees ._ A-9 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS L. ° ENDWALL RAFTER CRIPPLE STUD WALL STUD o ° BOTTOM PLATE o RIDGE BATHTUB ° LEDGER HEADER DOUBLE JOIST SIDEWALL ,�6RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLIC ATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"02" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / g 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER HE FLOORS TO EACH OTHER W/ THREADED RODL IT . ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24'OC U) WALL STUD / O THROUGH—ROOF EXHAUST VENTS SELECTED AND � METAL STRAP LOCATED BY CONTRACTOR CRICKET AT TOP—SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED W RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN h-1 VENTILATION WOOD JOIST 111 SIDEWALL FLASHING FOUNDATION TOP PLATE BLOCKING ' FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING BARRIER TO LAP FLASHING ; 2x4 SOFFIT JOIST ��jj STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA z AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA O FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. .'� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER F--I SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED VENT 4" — 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH tcONTIN. SOFFIT / EXT. PLYWOODON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/a INCH IN DIMENSION. F--1 FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. � LOCATION USP NUMBER DESCP,IPTION APPLICATION SOFFITED EAVE H AND SO AS TO MAINTAIN AIR 8" — 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS ACTION 4" — 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. " " " CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" — 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,' 8 — 12RAFTER RT20 21-1/8 x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT ' OF FLASHING 2ND. FLOOR WALLop sp / ROOFING LAPS BASE ' FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING W SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST c O � TOP PLATE GIRDER/HEADER U Z SIDE WALL FLASHING O O a 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL AND RAKESFLASHING PAT ALL EAVES,ROVIDE HEMMED IDEDGESLSO WALL STUD W FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS O p.4 a INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION M--q 00 4" — 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTURED KEEP SHEATHING MIN. 1-1/2" U O0 ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" — 16" CONFORM TO SLOPE MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TOEACH STUD DBL. SILL PLATE O TERMITE SHIELDI SILL GASKET - , �— SUB FLOOR WOOD JOISTS o ' NEOPRENE ' +• CONC. SLAB cv 0 TYP. CONC. FOUNDATION A 6 MIL. POLY GASKET . ' ' 2x6 2x8 CONTINUOUS WOOD PLATE c� o DAMPPROOF EXTERIOR s v> BOLTED TO STEEL BEAM WITH m GRANULAR FILL 6MIL POLY ON EXTERIOR V ' `� ; ,n U r v s STEEL COLUMN p 1/2 " DIA. BOLTS @ 48" o.c. STAG. rn mo CONC. SLAB ° 4 ' e 4 'p D C.e e \ ROOF JACK // I I ' � � STEEL B EAM O w a s A ANCHOR BOLT EMBEDMENT: �. tb4, v cz Ln ° V COMPACT FILLr POURED CONCRETE: 7" `�, 4" x 1/4" x 8" STEEL � p A p BLOCK WALL: 15" ROOFING LAPS . I TOP AND BOTTOM PLATE o �s, KEYWAY FOOTING 1> v e e 4 ° p ~ FLASHING AT ., ' / m o �'p ^ CONC. FTG. 'p Q'p G �' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP , WITH 1 2' x 6" ANCHOR BOLT ° ; 4 ANCHOR BOLT CONNECTION .` 1/2" GROUT rn V m .. o ° (USP LBPS58 OR BP583) ` U) p REINFORCING BARI I 3" STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION FOUNGATION 5/8" DIA. ANCHOR BOLT I ( I o W SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) • SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL CFOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 242412" CONC. FTG. 2 STORIES 36" OC BEARING WHERE NEEDED % % CRAWL SPACE OR FOUNDATION STEEL BOTTOM ED FOR STRUCTURAL BRACING. / � WALL BOTTOM PLATE TO FOUNDATIONW SLAB—ON—GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL V r SUBFLOOR 0 CONC. SL WWM I I DOOR FRAME U) 66 COMPACT FILL ' GARADOOR GE --- I �— JOIST i USE 2X8 STEEL B EAM N FOR BLOCKOUT 4" SLAB P.T. PLATE ` W/ 6X6 WMM \ I I SLOPE • ' 1/2" AIR SPACE `� I e e• 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT ,� •o e ° (WITH A NAILING PLATE IF NEEDED) • AT END AND �• -,p ° n , :a ° , TO BE APROX. 1/2" OR HIGHER THAN ES OF WOODp STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE ` '=--n------«----- * , , c' BEAMS - ° a D 01 n D < • 'A (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) ►�+ l!'' a a a D TI- I I-ITL—f T I I e e 6X6 W.W.M. �•- - - � - - � - - -.. �, n —Irl d 12' o ,,� =, D a � a . . • , p p o• ,o 'p I I=�1 I I-1 I I I � MIN. r .e o '^ '4 �'p �'c o NOTCH BEAM FOR MUGSILL IF REQUIRED -- MAXIMUM SUB FLOOR •� Gt REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM REINFORCING BARD °•e - ° 4 ,° 01ST DRAIN TILE Ii ✓p►I 12" d e SHEET METAL / 30# FELT UNDER BEAM AT POINT ° L�'/� �e �e I I STEEL BEAM °• OF CONTACT WITH CONCRETE OR CONC. BLOCK _m=fit=iTT_rrt: ° 3" IF PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT E C E I %V E DRAWN: MH/MS BEAM POCKET IDSCALE: JUL ,. 1 2022 JOB#: 6/15/2022 SHEET NUMBER: Southold Town Board of Trustees A-10 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: TOP PLATE 10'WALL: 4-8d COMMO RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMO JOIST FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL DESIGN DEAD LOAD(PSF)R301ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1801.7 UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLSALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR WALLS AND PARTITIONS H/180 INTERIOR(LIGHT FRAME)WOOD WALLS 10 COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS L/360 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 CEILINGS PLASTER,STUCCO) U360 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the MASONRY WALLS(8"THICK) so studs shall be attached to a common member in the floor assembly P with uplift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CONCRETE WALLS (6"THICK) 85 CEILINGS (GYPSUM) L, should be adhered to even if in variance with the plan. 2 - 8d COMMON GUARDS AND HANDRAILS 200 /240 accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS 1/240 RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES R301.5) PER 20 SQ. IN. 2000lbs EXTERIOR WALLS (PLASTER,STUCCO) H/360 3). Dimensions shall take precedent over scaled drawings. ( 4 . WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 (DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL NON-SLEEPING ROOMS 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift EXTERIOR WALLS(FLEXIBLE FINISHES) H/120 connectors. Steel straps shall have a minimum embedment of 7 inches in concrete SLEEPING ROOMS 30 LINTELS 4). The designer has not been engaged for construction supervision and assumes no p R (SUPPORTING MASONY WALLS) 1/600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor boltC FOR EXPOSURE F� specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMONPER FACE NAIL EXPOSURE CATAGORY (DESIGNED ) Q anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMO EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE w or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE P PP STUD O.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE &CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMO PER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 V� 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type Il exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: FLOOR JOIST, BAND JOIST, 2 - 16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 H END JOIST OR BLOCKING 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD � determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Q 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES Q QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. - Q� 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMON PER TOE 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 BLOCKING EACH TOE AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD NOTES 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 13 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: BLOCKING TO: EACH TOE „ „ SEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMO INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMO JOIST NAIL � 8x16 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES 0 7). Dam roof exterior of foundation with bituminous coating as required b current TO BEAM JOIST NAIL PP g q Y THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the bE�low grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMO JOIST NAIL O U 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, ZO a 2 . Girders for deck BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as required by current N.Y.S. Residential Construction Code. ) joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE 2 - 16d COMMO FOOT SEE NOTE: 1 U Girders on concrete piers shall be anchored with proper steel connectors anchored [-i W FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. R F HEATH 1 N 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. O a a For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. H 0000 1). All framing techniques and methods as prescriptive design of current SBC High Wind3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL 0Mo Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For Fn below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES ) g p 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. �� 4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearingwall headers to be 2 2x10 #2 + BTR. Doug. Fir. GYPSUM 7 O.C. EDGE o O g 5d COOLERS Bearing wall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 N g ( ) ) ( ) g 6). Concrete piers shall be a minimum 6 above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side ofWALL SHEATHING' m A 6 openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES o M openings between 41 and 6'0 and 2x6 wall openings between 511 and 8'9. Provide fireto girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. o U and blocking where applicable. QTY. SPACING O x w2U) 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 . For wall sheathing within 4 feet of the corners, the 4 foot ed a zone attachment requirements shall '� 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMO WFCM - SBC be used. g g q 0 O0 anchors where applicable to all connecting joists. PLUMBING NOTES " 0 IT U 7/16 OSB 6d COMMO 3 O.C. EDGE 4 m � � 6). Double u floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and ventingto be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with 5 p ) p ) pp y' g G>0.49. For framing members with 0.42<G<, the nailspacings shall be reduced to 6 inches o.c. c v Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7 O.C. EDGE go T) on plans. WALLBOARD 10 O.C . FIELD �, ; a, 2 Verify septic stem with the Engineer for Suffolk Count Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. o w 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r )• fY P Y g Y p pp FLOOR SHEATHING: � other access openings unless otherwise noted (typical). 4 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side p q g p P fY QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. C19 HVAC SYSTEM NOTES V OR LESS 8d COMMO 12" O.C. FIELD MIN.44"SILL-AFF(5.7 SQ.FT.2ND.FLOOR) 9). Provide blocking/bridging in floor joists at 8'0 O.C.. Use solid blocking in floor joists NYS Residential Code R302.11-FIREBLOCKING REQUIRED V under fall bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) O requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 N 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1 . Nailin re uirements are based on wall sheathin feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed H CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. ) g q g using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 SOIL COMPACTION: F/,, on-center at the panel edge. If wall sheathing � Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. ELECTRICAL NOTES: shear capacities, nailing requirements for structural' REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed V members shall be doubled, or alternate connectors 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces v1 over subfloor as per manufactures instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. such as shear plates, shall be used to maintain load path. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of Q' ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. . members,the tabulated number of nails shall be permitted 3 .DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5 to have regular 1/2 sheetrock. All walls to be taped and finished. ) ) For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. I INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch clown type material over. and R315 of IRC. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G E CEIV ED DRAWN: MH/MS be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAPAND BASES. SCALE: COVER TOP JUL WITH FLASHING CAPS TO JUL - 9 2022 JOB#: 6/15/2022 SHEET NUMBER: Southold Town Board of Trustees T A-11 �oguFFQ(/r�o Glenn Goldsmith, President °yam, Town Trustees A Nicholas Krupski, Vice-President y = " 54375 Route 25 Eric Sepenoski o ^' P.O. Box 1179 Liz Gillooly yfj0 0.'01 Southold, NY 11971 Elizabeth PeeplesTelephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: JOSEPH F. & LINDA SCIOTTO Please be advised that your application dated JuLY 1, 2022 has been reviewed by this Board at the regular meeting of August 17, 2022 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1st Day of Construction ($50.00) %Constructed ($50.00) x Final Inspection Fee ($50.00) - Dock Fees ($3.00 per sq. ft.) 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: r TOTAL FEES DUE: $_50.00 BY: Glenn Goldsmith, President Board of Trustees Maim Diane From: Kathleen Pillai <kcpillail@yahoo.com> Sent: Wednesday, August 17, 2022 11:50 AM To: DiSalvo, Diane Subject: Request for adjournment Board of Town Trustees Town of Southold PO Box 1179 Southold, NY 11971 Sent by email: Diane.QiSalvotown.southold.n .us Re: SCTM# 1000-126-11-20 Ladies and Gentlemen: I am an owner of the property directly abutting 8380 Peconic Bay Boulevard, for which there is a public hearing scheduled this evening to consider a Wetland Permit application. Chapter 55-1 (Providing Notice of Public Hearings) requires in Section B(2) that notice is provided to owners of abutting properties and "such notice shall be...addressed to the owners at the addresses listed for them on the local assessment roll." The Notice sent to me used "8280 Peconic Bay Boulevard Box 121," which is different from my address on the assessment roll. This resulted in delays at the US Postal Service such that I only received the notice and became aware of the project yesterday afternoon, mere hours before the day of the hearing. This is not reasonable notice by any standard and I have been unable to assess the project in appropriate detail or consult with experts. The project appears to be an over-intensive use for such a small lot that already has a large house, large in ground pool with a hardened deck, and various other improvements. It is proposed to double the size of the existing improvements on the water's edge and for moving the driveway along my property line, which requires the cutting down of countless trees on the lot and along the public way with unknown ecological impact Further, the application is essentially to build an entire new dwelling. What is described as a garage project is more accurately described as a second home on the property. It has a height of 23.5 feet, which I believe is several feet higher than the Code allows, and after all of this, the Applicants have the property up for sale (MLS #3421727). As I have had almost no time to compose my thoughts and consult with an expert, these objections are the more pressing but do not include a thorough examination of the plans, as I was not given proper notice. Inasmuch as the statutory requirements of Chapter 55-1 for providing notice of public hearings were not followed, I was not provided appropriate and reasonable notice as guaranteed by Town Code. Given this and the additional concerns outlined above, I respectfully request an adjournment of this hearing. Thank you for your time and consideration. Sincerely, Kathleen C. Pillai i DiSalvo, Diane From: Kathleen Pillai <kcpillai1@yahoo.com> Sent: Wednesday, August 17, 2022 10:12 AM To: DiSalvo, Diane Subject: Request for Adjournment Attachments: Envelope jpg Board of Town Trustees Town of Southold PO Box 1179 Southold, NY 11971 Sent by email: Diane.DiSalvo@town.southold.ny.us Re: SCTM# 1000-126-11-20 Ladies and Gentlemen: I am an owner of the property directly abutting 8380 Peconic Bay Boulevard, for which there is a public hearing scheduled this evening to consider a Wetland Permit application. Chapter 55-1 (Providing Notice of Public Hearings) requires in Section B(2) that notice is provided to owners of abutting properties and "such notice shall be...addressed to the owners at the addresses listed for them on the local assessment roll." The Notice sent to me (please see attached) used "8280 Peconic Bay Boulevard Box 121," which is different from my address on the assessment roll. This resulted in delays at the US Postal Service such that I only received the notice late yesterday afternoon and have been unable to assess the project or consult with experts. Inasmuch as the statutory requirements of Chapter 55-1 for providing notice of public hearings were not followed, I respectfully request an adjournment of this hearing. Thank you for your time and consideration, Sincerely, Kathleen C. Pillai ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 F' rry p P Lf UJI I �a � ads 702 06'40 00011 1 n c 6 i —iS28 U�UVUduUuUUaU�Uaaua�UoaUUUUa��aU�aa�oa�UoUUU�U���UtlUgU Glenn Goldsmith,President 0No OG Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski ti P.O.Box 1179 Liz Gillooly �4,, • 0�� Southold,NY 11971 Elizabeth Peeples od > ��, ' Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: JOSEPH F. & LINDA SCIOTTO requests a Wetland Permit for the existing 2,011 sq.ft. two-story dwelling with a 400sq.ft. second floor balcony, a 7'x24' west side porch, a 3'4"x10' stoop on seaward side, an existing 6'8"x6'7" outdoor shower, and an existing 6'x7'4" Jacuzzi; remove existing garage and shed; construct a new 1,166sq.ft. two-story addition onto the landward side of existing dwelling on top of a 4" reinforced concrete foundation slab with a proposed one-story 10'x12' shed attached to landward side of addition; the existing 14'8"x154" front porch to be expanded an additional 8'2"'x10' to connect to new addition; and to install gutters to leaders to drywells for the addition. Located: 8380 Great Peconic Bay Boulevard, Laurel. SCTM# 1000-126-11-20 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples 7 _ ALTETION OR DRAWN 0 MM W DMTE �ifl8 2016 DRAWING &M N0. 16-388 TOATH SORIZED SURVEY IS A VIOLATION OF ON SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING i THE LAND SURVEYOR'S INKED SEAL OR j, EMBOSSED SEAL SHALL NOT BE CONSIDERED Premises known as: TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN \� # 8380 Peconic Bay Boulevard ONLY TO THE PERSON FOR WHOM THE SURVEY Q° IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND V TO THE ASSIGNEES OF THE LENDING INSTI— ELEVATIONS REFER TO NGVD1988 TUTION. GUARANTEES ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD IF ANY. NOT Area= 30,959 8j. GUARANTEED OWN ARE NOT •�C� Lot Coverage Calculations (81) Off` Existing Proposed SCJ Residence 2003 Residence 2003 Q Garage 332 Garage 332 O Sheds 152 Sheds 152 Decks 980; Decks '' 373 Shower 30' Shower 30 ° 512 Total 3497 Pool Patio 1056 512 or 11.3% Bulkhead Deck 195 '01 Total 4653 or 15.0% 03 gD yi.� •��`, N40 s8 50I , 200 63, E i o � 3 � Q 1 40.49' o i �o �O lOS0.so, E ' sjCP CTS CP s y o�og o 0 . jJ �o�^� fa, • 'L�� � � o. �o PIC o o c°bol's�o� c T ILO y / StieQS � Q�0 0 �O PM\ p e C Sa:�SldTown 1 trd ofTrustm � aec�• S\ `�� Survey Side Plan for r N 5 a e � Ren _ 5 Joseph and Linda Sciotto FF-��' • 1 situate at �o°� :. • Mattituck a Town of Southold =: �::�.:. ' Qon`°ete� �esl .,�• +� Suffolk County, New York Go Q x .7....:'• y o :::.:: ..... ,�, t ,��• . ...:-:::::: Q c,A :ti4:.:::::::.. .� ; h District 1000 , Section 126 Block 11 � Lot 20w- » �. 20• � � X20 __ �\°c' ;� ,�^� Scale 1 = 20 Site Plan prepared June 10, 2016 > �• _ 1• Surveyed September 18, 2014 PS`s :' •�• ^� OQOS��,G`� moa GRAPHIC SCALE Q� 2G Q ��� o`O 20 0 10 20 40 so �PG�, 1S �� 5b ,\pc• h0, 0 �1 lb M r3 ( IN FEET ) 1 inch = 20 ft. OS�p del �'tK, Michael W. Minto, L.S.P. C. , �,\� h LICENSED PROFESSIONAL LAND SURVEYOR Q � D� � •�0 NEW YORK STATE LICENSE NUMBER 050871 I OQOScj\�RG� �'t` 2 Bell Court A`? cl, �� �O Lake Ronkonkoma, N.Y. 11779 PHONE/FAX: (631) 580-1202 ` `L �\• Q CELLULAR: (631) 766-9714 ! '��� EMAIL: mikemintolspcOgmoil.com p 63 `� I . RLNI910N5: SCTM#1000-126-11-20 DESCRIPTION: SQ.FT.AREA: LOT COVERAGE: EXCAVATE: FILL M1oPERTY: 30.959.3 SO,Fr. PROPEIitt WET1AND5: .1.5.9 SO.F3. .—LE PRDPERTY: 19.5135$0.Fr. ES1Ut AREAOF 14000 sa FT. GROUND DISNR a-. EXISTING HOUSE 1930.6% 6.3% IXISTING NORTH PORCH: 224.89 EXIS"NG WEST DECK 130.0 SF 0.6% EXISTING SOUSH 9-1.. 3S.4 W EXISTWG O.D.SHOW - 46.35E O3% IX.3ND.FL SOUTH BALCONY 202.09 0.3% EXLSTING FOOL 533.35E 1.9% IXISTiNGHOTTUB: 04.5E DZ% z 133203 SF] Bt.t%] z f� GARAGETOREMOVE 363.0 SF - SHED TO REMOVE: .39.19 - I39xb SFJ W PROPOSED ADDMON: 1166.19 4.0% PROPOSED NORTH PORCH: 79.69 03% � PROPOSED ATTACHED SHED: 130.05E 0.4% z 8365.7 SF1 K7%] O A PaoPosEV DarwElEs: z-sola.a•aaaP - f _ _ m �-' TOTAL ,595.95P 5.8% _ _ °°� �"' 328.17' ° S 26°59'00"E --- —-, METES AND BOUNDS BY:MICHAEL MINTO.L.S. Z – {I O �JO SURVEY DATE:SEPTEMBER 18,2014 • abv ser . - R °" r s \ / �' '•--- - - --- .... -PFDNISma Hr � � RAY � � ° (.RAR) m O a 8 �'V cn -- �" m a o z - - _ JUL i Da a°1 -.. / �R — 2022 4 .....-. .---- BAY �4PRR� � o � m 0 Q Southold Town 0o BAR,�a' Board of Trustees --------- — — — --------- N26°45'00"W 335.51' Ail Bo G A too ,d �Es fn SITE PLAN G SCALE: F = 20'-0" 710 � n n . btE2 OGEE GUTTF)1-STANDARD SUr , s' /�G a '}A}ppxPr�,m psNlAlvw°rntsmman3xaK DevOmwTe�aPm. ^ O BRA y Q s/ p °aNt°4 TP�ama6 N ARa a Ds 4 A V F / SRP SND °Ami F-�4 a � - \ 3.a�1w�5wA�w090.5wRax0D�,R°,KPsSwarz y+•� a / }�R,D,mQP1ma�,�,.PgW�1•m>•�,DRA,PREW., y,J,a rysaET 1Ria}Am uxRnaxmmxumvmO�Os }�11F/D.fU.W.AvsO6t°TIXsmmvnwfrsAm a}/lOnW1'4NtTUA fAaYwm�a99RgNa:IF9IDAart V1 \ '}Lw.tmvmrt.5rcw 4wa5m0l asS�ulm.sA DRY WELLS TO BE 10'MIN. 2PamnmR AWAY FROM HOUSE a}} ��m °vIl.�° ��y�•,m� DRAWN:MH/MS / SCALE: fOBfi 6/152012 sHE- UM1SFA S-1 aevLstors: !! I I i I I I I� ® z Lj — — I Ir – 1.- i If I if 11 mmoM0000 I if 11 ra —, T1— 0 I I ii If I JIH 11 1111111! iIII I 1 11 H III III III if 11l I _— ! I I I 11 17'11 11,im,11 PROPOSED WEST ELEVATION SCALE: 1/4" = 1'-0" D E C E 0 V E o xm �U - JUL 2022 0 U � m Southold Town Board of Trustees - - ® gE2-2.= I � zw3 0. U o � w � � N EXISTING WEST ELEVATION SCALE: 1/4" = l'-0" DRAWN:Apl/FLS SCALE: 1013R. &152= sl F NUMBER: A-1 RhY1510"i _ I I I I H Old rn — -- — — I I I I �• I zi Q I if PROPOSED NORTH ELEVATION SCALE: 1/4" = 1'-0" w 0 x U Q Z a [� O O a r-� opo U � V E w _ JUL t 2022 1 I uft�Dl��Toupni U Board!4fIF ..e w 0. 3F u EXISTING NORTH ELEVATION RAV".A 114 �g SCALE: 1/4" = 1'-0" Oen (J152022 A-2 rtevlslous ! II if I•I i I I1 1 l.-1 1 1 I ! — I ' I I II i I ill 11 HIM I II 1 I 11 r(�i � I' I I' I i 'I•'I i r'� r� I I IIS ' I I! I -------------- — ---- -- � •� — i 'r 'II I I I' `. I i�l 1 —_ E-•I rTL4 II 7717 I I I� _1 111 i I I I I If 1 !J_ 1 1 1 I if 11- 1 1 1 1 f I H i I I • - ' II1 ' I • II 1 I� 1 If i ; �I 1_ �' ; I 1 _ I ' _ I _� I 1 I i I Irif,� I' 1.- ..-.J1 '1 I , •I _ — L I L I ; � 'Ii'I f-.y!r— I -1• I 1 �L A Qj I ;111 ! l lil II IIi li , lliill III I IIIIt tI II ; I It I I!II ills I 1. 1. 1 1 1 it IIII PROPOSED EAST ELEVATION SCALE: 1/4" = V-0" cn o � o oos O a U � I O m G W EXISTING EAST ELEVATION SCALE: 1/4" = V-0" nxnwei:maims scn�a: roa a: &isnozz IiI xT yes: A-3 - aevrs�aivs: II I :� •, i i t � 0 I f f' Z A ti I a q M � d a T PROPOSED SOUTH ELEVATION SCALE: 1/4" = V-0" oo � O w a Um L W O �rie�4-wyu�nrI 0. Ly - - JUL - EXISTING SOUTH ELEVATION SCALE: 1/4" = V-0" ems :MR scv e: jos n: 6/15=22 sE�ernu.4mes: A-4 REVISIONS: 58'41/2" 5'-0" Y-0" 6'-3" 33'-53/4" 18'-73/0 35 Ln CXNi36 TEMPFIILD y .D 13'-7" R - _T ®IANOING ABOVE P' 4 ANaI ovwP NG ^D WALK-IN CLOSET (z7 zx6 Hoa 7'-Oy° CIO 50 _y mu CZ) ROOM iV N m ry SHED GARAGE M - ❑ N '-' 3B'TVPE-%HRE RATED �• SHEETAOIX(T KCAL) 2%6 Cl 916.00 AND WALL------ HD (3)3-1/4 ML HD0. (3)7X0 HD0. OIF SIMUTATO0.MATTING._'-•.:..• Ez —X 3 .11.3 2X6 HD0. 45 MIN.F10.E MTED D000. wi sElE<Los1Nc 11wGE3 HOBBY ROOM E UAL EQUAL I -------------- ' AND STEFLIAMB[IYP) OPw TO ABOVE b' '—r—► N I� �Q_(3)2%1201RDE0. N (3)1.3/4X11-1/4MLHDR (3)1-3/4X11-14MLHD0. (3)1-3/4%I1-V4 ML H00. COVERED PORCH W 12%12 PG COLUMN - / OVER 24224PIER 1 .__. X92W9=02 .. __ ,>. w/CULTURED STONE-- - : ®- i OXWIS-3 1-- IN 0 Z P., �--�36X6 BPA[KEt J u O5'-0" Y-0" 8'-0" 8'-0" 13'-2'/e" 11'-2%" 10'-0" 41V-6" 10'-0" I U (n PROPOSED 1ST. FLOOR PLAN SCALE: 1/4" = 1'-0" I _ o a a Lc,3 a �1 N F .. -Zty L J U L - 1 2022 Southold Town M" Board of Trustees &Mom sIff5TNU.A m A-6 REVISIONS: z 0 44'-6" [� 6'-3" 16'-0" 16'-0" 6'-3" C%V24 a cxw14 awzs TEMPERED Q (3)3%E HEADER 8'-0•PLT Hf )3)T-V4 ML HEADER (3 H I I z 3'-0•h RAl11NG O i o Q 1\' )72X DGR 1 LOFT OPEN TOb. IRE1fTY/ "�Skm S ° o ------- 1G-—-�z a m -—-,I----------- ------- ------L-----------IG'-—--RIM -—-�(------------------ o O Q� 3 lV W U — 1'-TS•PLT lfI a O (3)]%E ER (3)Z%8 HEADER O 6 Cmy9 B-0°PTH! CXV24 .O m N 2%6 PIATf 4'- 6!-5%' 9'-10" 12'-1%4" 9'-10" 6'-5w 44'-9" ^ c O`^ G PROPOSED 2ND FLOOR PLAN SCALE: 1/4" = 13-0" (-+ U ` W0 u` JUL 1 2022 � 1 Southold Town Board of Trustees Ra�H:MII MS SCALE: !OB t. 6/L5nOn sHEEI'NUMDPA A-7 aEvlslaus: -------------------- - - -- T---- ----- --------- !j' / -----------� ----------------------------------------------------------------'i---- -------- -¢----moi I 1 1-3/4X11-7/B ML RIDGE I / �XV1331 / / 2 ij1-3/4X11-]]BMLa1DGE 1-3/4X11-7/9MLRIDGE NGOU 4 p E_ ___________ ____ �I I� I i� jaL I I •t� L� I I�- -__--12'--_--_ ---_ / /• // �' / /i .. 1. 20 M.16"« I ry+D ryf I 4 X1 A%W361 % J 1 I I ,C u, LL l i //• / / I ul 1-F7 = nae DE42 Ra I 12 1 a W p. wj W m y�15 PROPOSED ROOF PLAN o a 3 SCALE: 1/4" = 1' N JUL 2022 Southold Town DRAWN:MA/MS Board of Trustees SCALE: MV: WM022 SHEETNIh.IDER: A-8 R6Y55(ONS 1ML RIDGE ML—7/ 12 2X10 DF/2 @Ifi'OC 21510 DF/2@16'Ofj y D81.2X10 ---- 12 ❑❑ O Tb FY2PM1®1b'OC 12 1ML-1- � 12 4� 1%ipD 12 BLOCKING rI 2 ET1•P) 3 4'war—. 2X8 U®i6'OC 2%8 U®ifi'OCMIS __ O (3)2%12 F-4 GIRDER 12%12 Fl COWMN o GARAGE W ca 6/B'TYPEX FlRE MYED SHEFTROCK ON WALLS AND CBLWG ch auuwoNECAP — CULTURED 2X6 ACQ PLATE 3 4 unni—It STONE ' 1 AC"I"I'll D y�F� 2X8 ACQ®Ib'OC DBt 2X8 Fl OIWM SILL SEAL f-1 lop)-ACQ GIRDER —-— "' •' -"' ' '. 24'X24• i��.i i 4'CONC.STAB.PRCH TOOH 00085, I B'PC 1--1 8'fC WALL CONC PIER ; REINFORC-110/106X6 COMM ,i WALL DAMPwR 2'0ONG SLAB - - 4i��i�v.•r ____ I_) __ 36'%36'X12' 16% CONC FTG rrQ7,' 16'%8'FTG CONC.FTG R)/6 REaAR CROSS SECTION A CROSS SECTION B SCALE: 1/4" = 11-0" SCALE: 1/4" = 1'-011 a '0 Generated by REScheck-Web Software Compliance Certificaten 2 0 t� U Project SCIOTTO Jr • �r O O m Energy Code: 2018 IECC Locatlan: Laurel,New York a -- Constructi—Type: Single-family p. p. e - Project Type: Addition I Climate Zone: 4(5331 HDD) 7Wc Permit Date: Wvaasa4 Permit Number: ntATLL m O• , 5 a - Construction Site: Owner/Agent: Designer/Contractor. e 8380 PECONIC BAY BLVD. Vee SALF�ex LAUREL,NY s Compliance:0.4%Better Than Code ' Maximum UA;277 Your UA:276 Maximum SHGC:0.40 Your SHCC.0.31 1/t MM1 �MnG n YS nre%cassBetlerw Wwssllun..T,-­n­­—Z­=a—­­1­­­ -.1— cmteml`,Weme mlimwnm0e o e � wg 6u'nmutmP6 nSCOsaI • a.bG�o qy' L Slab-on-grade tratlepf75 are no longer considered in the VA or perf0mtance compliance path ir.REScheck Each slab-oit-grade � avn assembly In the specified Climate zone must meet the minimum energy code Insulation R-valve antl depth requ-mema. V B L i� 6u eiwumrve r/rs•os&l a Envelope Assemblies o o pS 3 S9xma: I I ii 0 0 6 ppB Ceiling l:Flat Gelling or Scissor Truss 871 30.0 0.0 0.035 0.026 30 23 TYPICAL WINDOW OPENING 1T� ) WN PANEL SPAN EQUAL OR SMALLER row1x • � an Ceiling:Cathedral Ceiling 130 19.0 0.0 0.052 0.026 7 3 THAN 4 FEET 6 IST FLOOR:Wood Frame,16°4.c. 1.630 19.0 0.0 Cl OA60 89 89 eAsm RrXa wmo O SHGC:I 0.3 Door(aver 50%glazing) 21 0.300 0.320 6 7 0 SHGC:0.33 TYPICAL DOOR OPENING Window:Wood FramePANELSPAN GREATERTHAN 4 FEET 134 0.290 0.320 39 43 - r SHGC:0.31 ANDEQUALOR SMALLER ra¢Txel �w w�� B°.ew_ w �a Ilii, 2ND FLOOR:Wood Frame,16-O.C. 1,1144 19.0 0.0 0.060 0.060 53 S3 THAN 6 FEET wpm w®irsozvuc a'm�D^ ITm"'TH LJ F Window 1:Wood Frame 166 0.290 0.320 48 53 -' -BcRodlPlo r--S nn SHGC:a.31 TYPICAL MULTIPLE OPENINGS _, - Floorl:All-Wood jolst/Tross 118 30.0 0.0 0.033 0,047 4 6 PANEL SPAN GREATER T}1AN 6FEET wm,m> .. 't !' +�� Com//ance Statement The proposed deal descdbed here is consistent with the building plans,s AND EQUAL OR SMALLER - �.ympDa -R )-,-J �� _` an calaladonssubmitted with the posits application.The ed building has been designed the 2018cIECC re ulremaris In TI1AN8�� t 6mnirr[u3+R+!1 16Ly- @7 U °am °° propoB g gn WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL , a REScheck Version:REScheck-Web and to comply with the mandatory requirements fisted In the REScheck Inspection ChecHlst, AS PER SEC.8301.2.1.2 NYS CODE:PROTECTION OF OPENINGE'o Name-TUe Signature Date � WINDBORNE DEBRLS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICXNESS OF 7/16' JUL p ,i�S0Uth11c[TbCn,'Jr I( AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO I TIL Ii COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL L CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE ALL PANELS MUST BE LUTTO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Project TIUe:SCIOTTO Report date: 05/0922 I OSA :Xm/MS Data filename: Pagel of 1 . 60.30: OB d: Boarc;,of;T[ustees; d15aa22 �-•.-- -- ''--- SFB!6TNU6ffilll A-9 REVLSIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT& GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS 4 RAFTER WALL STUD ENDWAU. CRIPPLE STUD BOTTOM PLATE RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL -��4 RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPUCATION 1ST. MOSS HOLD DOWN CONNECT TO 1 S1DE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPUCATON LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP JIOIST DIREC PON WITH(2)JOISTS.UNDER WALL. 2ND. MOSS ALL OPENINGS LSTA12 1-1/4'x12"20ga.S RAP APPLY TO EACH JACK STUD RODF LSTA24 1-1/4'x24'20gd.STRAP APPLY OVER RIDGE TO EACH RAFTS 2x6-2.8 LS26 iBga.SLOPE HANGER PPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIREC-ILY UNDER PARALLEL WALLS,PROVIDE ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH BLOCKING®24'OC CIS E FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT] TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER PPLY TO EACH RAFTER/LEDGER CA WALL STUD O L. THROUGH-ROOF EXHAUST H VENTS S AND ,1 LOCATED BY BY CONTRACTOR V�/r METAL STRAP CRICKET AT TOP SIDE OF VENTILATION CHANNEL W RIM BOARD HIMNEY AS REQUIRED E-lI RAFTER 1--I SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN VENTILATION WOOD JOIST ' •' ' SIDEWALL FLASHING 0 BLOCKING FOUNDATION ' '• TOP PLATE 2x4 LEDGER BLOCKING ' - - - FINISH WALL AND MOISTURE STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER- AP FLASHING 2x4 SOFFIT,DIST AND ALL WNDOW/DOOR OPENING JACK STUDS AT WALL W MAINTAIN CAP ATTIC SHALL BE PROVIDED WITH A FASCIA 0 BETWEEN WALL FINISH AND MINIMUM NET FREE 50 OF TNG AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER MOD GIRDERTH h•1 INSTALL 4'0'O.C. SHALLPBE COYER DACETWITH CORROSIONALL PENINOPENINGS e' LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONFIT SCREENED VENT h�-I ON ALL OPENINGS PROWDE HEMMED EDGE AT OPENINGS OF A INCH IN DIMENSION. ONTIN.SOFFIT/EXT.PLYWOOD Q FLASHING TO FORM CHANNEL INSTALL 4'0"O.C. AND SO AS TO MAINTAIN AIR rlOCATION USP NUMBER DESCRIPTION APPLICATION SOFFHED SAVE 8'-14' LSTA30 1-1/4"x30"18gc.STRAP AN JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ACTON 6RAPIER RT10 10-3/4'x 18ga.T1710WN ANCHOR PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. CONNECT TO ROOF VENTIATION/ OVER BEARING WALLS AND HEADERS 14"-16" LSTA36 1-1/4'x36'18go.STRAP AND JACK STUDS 2"RAFTER RT20 1-1/8'x 20go.TYDOWN ANCHOR EACH RAPIER SOFFITEO EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND.FLO R WALL OF FLASHING ROOFING LAPS BASE / \ FLASHING 4 INCHES L'LLL'LJ I BASE FLASHING WRAPS CORNERS, RAFTER \/ EXTENDS UNDER SHINGLES AT RIDGE CAP H SAME SIDES 4 INCHES AND LAPS MATERIAL AS ROOFING SHINGLES AT BASE MIN.4 INCHES NAILED 7O SHEATHING W THROUGH PENT WOOD JOIST O � } rl x � TOP PLATE GIRDER/HEADER SIDE WALL FLASHING WOOD JOIST 1ST.FLOOR WALL STAPPING 10 BE ATTACHED TO WALL STUDS048'OC AND ALL WIDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDE AL . WALL SND AND RAKES--PROVIDE HEMMED EDGES 50 RAPIERS Q p a FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'O'O.C. PREVENT CAPILLARY ACTON 4'-8" LSTA36 1-1/4'x36'18gp.STRAP AND JACK STUDS LOCATON USP NUMBER DESCRIPTION APPUCATON PRE-MANUFACTURED KEEP SHEATHING MIN.1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WTH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0"O.C. RAFTER/PLATE BIT TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE l0 AIR PASSAGE iF ABLE,SET FIR JOISTS APROX 1/2"HIGHER THAN LVL HEADERS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE.k REDUCE BUMP OUTS 8"-16, MSTA411 1-1/4'x48'16ga.STRAP AND JACK STUDS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF ON ALL OPENINGS PLATES E EACH STUD DBL SILL PLATE TERMITE SHIELD I SUBFl00R SILL GASKET ' W000 JOISTS o TVP.CONC.FOUNDATION A CONC.SLAB CASKET NEOPRENE __- 2.6/2x8 CONTINUOUS YO00 PLATE o OAMONIC.F EXTERIOR C 6 MIL POLY - Vx _ BOLTED TO STEEL BEAM WITH P"vv y GRANULAR FILL I $ ff!is 6MIL POLY ON EXTERIOR 1.A _ 1/2"DIA. BOLTS 0 48'....STAG. p^� STEEL COLUMN ' _ ROOF JACK V STEEL BEAM t CONC.SLAB d 'd - r• I` �° C A` \•e e' °1 ANCHOR BOLT EMBEDMENT: /4'p,1/4"S.8"STEEL COMPACT FILL • BLOCKED WALL:CRElE.15" ROOFING LAPS TOP A D OTTOM PLATE V • d A FLASHING AT WTH 1/2'x S'ANCHOR BOLT KEYWAY FOOTING P A ' Q-p °,p CONC.FTG. •p Q'p 1 L e' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2"GROUT ° - .O ANCHOR BOLT CONNECTION (USP WPS58 OR BP583) _ 'STEEL COLUMN d p• p REINFORCING BAR ANCHOR BOLT CONNECTON FOUNDATION 5/8'DIA ANCHOR BOLT I I I (3 10 KIPS) GRAIN TLE p SUPPORTING MAXIMUM SPACING FLASHING LAPS J SILL PLATE TO FOUNDATION ROOFING AT BOTTOM _ CRAWL SPACE OR FOUNDATION I STORY 72'OC TYPICAL BEAM DETAIL SILL PLATE TO FOUNDATION 2 STORIES 36'OC STEEL/BOTTOM BEARING TYPICAL GO C.FOUNDATION.APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3'STEEL COLUMN ANCHORED TO 24"x24'x1Y CONC.FTC. CRAWL SPACE OR MUNOATION f! ALL BOTTOM PLATE i0 FOUNDATION 1-2 STORIES 5]'OC IF++I SLAB-ON-CRAD ROOF JACKS&VENTS DETAIL \\/I I �SUBFLOOR rT, 0UyT CONC.SLAB I DOOR FRAME Iw 6 6XFILL 6 T)/10 ILL GARAGE �_JOIST L_.t COMPACT ' DOOR �1 - I USE 2X8 STEEL BEAM F FOR BlOCKOUT a P.i.PLATE W/6X8 IMAM I SLOPE 4'DRIVEMNY NOTCH JOIST AND ADJUST HEIGHTS T2END AN E K 1 ° " �p1 TO BE APROXL t/2ING P OR HIGHER ME IF E8 OF MOOD D e STEEL BEAM TO ALLOW FOR SH IN GRADE ` d •=--a ---- -'--- BEAMS ep r a np e• (PROVIDE STRAPPING TO KIFP JOISTS AUDN ,'''L"' fiX6 W.W-M. --- -a'•e a- a °p ' - d J° p•'p - MIN. p dG'C d/IJC dnJr • NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM p NOTCH EQUALS 1/4 DEPTH OF BEAM p JUL 222 a REINFORCING BAR / C°,ee ° p°I-II IST QA .0 �° REINFORCING BAR _ DRAIN TILE i I' C e G°° - 12' SHEET METAL/30�FELT UNDER BEAM AT POINT 'd C�n I I �STEEL B M f,], OF CONTACT WITH CONCRETE OR GONG.BLOCK '�3.\ i PLATE(B LID TO BEAM) TYPICAL GONG.MONOLITHIC FOUNDATION.REINFORCE WITH(2)y4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH(2)14 REINFORCING BARS. 3'MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT - _ DRA Y:FEDI/M6 BEAM POCKET S,uth4lTowm; BG ' t00 i BoadotiTrustees 5x022 A-10 # RBNSIONS. GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4'x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES When a collar tie Is used in leu of a ridge strap,the number of lOd common nails required QTY. SPACING (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of Bd nails in the strap. RAFTER TO B'WALL 3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT SEE PLANS TOP PLATE 10'WAIL•4-Bd COMMO RAFTER TOTAL SQ.FT.OF CONSTRUCTION ( ) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL-3-Bd COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE intent and framing details.They are intended as a construction aid,not a substitute lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL-4-Bd COMMO JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or muss do not fall in line with studs below,rafters FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES State building codes.The General Contractor Is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEIUNG JOIST TO AS PER TABLE 3.7 EACH FACE DEIGN WE LOAD MF)R301S DESIGN DEAD LOAD(PSF)113012.23 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 8301.7 construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Rook overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL UN W HABITABLE ATTICS MO STORAGE)10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH WED Sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) OVER PARTITION WFCM-SBC IAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS WIBO 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS s FLOORS V36o meets w Ent federal,state,county and local codes,ordinances and regulations,etc Wall Studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8"THICK) 80 CEILINGS(PIASTER STUCCO) U360 These codes are to be considered as part of the specifications for this building and accordance'with table 3.3b.When wall studs above do not fall in line with studs below,the FIRE ESCAPES as CEILINGS(GYPSUM) U2410should be adhered to even if in variancemon with the plan. studs shall be attached to a commember in the floor assembly with uplift connectors In BLOCKING EACH TOE CONCRETE WA115(6°THICK) 85 accordance with table 3.3. TO RAFTER 2-Bd COMMON END NAIL GUARDS AND HANDRAILS 200 IP WAlJS 10 ALL OTHER STRUCTURAL MEMBERS V240 GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R3015)PER 20 SQ.IN.20MIbs EXTERIOR WALLS(PLASTER.STUCCO) FV360 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON PAfsANGER VEHICLES 50 ExTERIOR WALLS(BRrIT1E FINISHES) 141140 ( TO RAFTER END NAIL NON.SLEEPING ROOMS 40 EXTERIOR WAUS(FLEXIBLE FINISHES) HA20 Firth wall studs shall be connected to the foundation,sill plate.or bottom plate with splits 4).The designer has not been engaged for construction Supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 indhes in concrete WALL FRAMING: SIPEPWG ROOMS 30 UNTELS(SUPPORTING MASONY WALLS) L/600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under STAIRS 40 V] construction means,methods.techniques,sequences.or procedures.or for Safety the late and nailed in accordance with table 3.3b.When steel stra s are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES ROOF GROUND SNOW LOAD 20 q W P ies P P hoc QTY. SPACING prerautfons and programs in connection with the work.There are no warranties fore bottom plate,3 inch square washes shall d used with the anchor bolts-Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) Q specific use ex ressed or ice lied in the use of these lans. anchor s to a ed end sized w en&12 inc a table 3.2a.In addition to s TOP PLATE TO PER FACE NAIL H p p p p ng i spat paring, 2-16d COMMO LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 [-! 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE (ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 4-16d COMMO INTERSECTIO .SI NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE NS EA DE W 5.TYPE I EXTERIOR SHEARWALL CONNECTIONS: 6).The General Contractor is to ensure that mason or refabracted fireplacer meets } masonry P P STUD TO 2.0 FACE EGRESS SEE FLOOR PIANS AND WINDOW SCHEDULE [--k or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7116 inch wood structural o.panel on the exterior STUD 2-16d COMMO O.C. NAIL Sym.: attached with 8d common nails at 6"o.c at the panel edges and 12"o.c in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NEPA 72 AND NYS 11314 NYS. I� HEADER TO 16"O.C. FACE 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7'o.c at panel 16d COMMON SMOKE&CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH 11315 NYS. �y Ruch as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL `ld in table 3.15a-b. TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END TRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. 6).TYPE II EXTEOR SHEARWALL CONNECTIONS: PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 lRIIexteriorshea-ItsShallmeettherequirementsoftable3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FOUNDATION NOTES: TypeO length adjustment factors in table 3.16. FLOOR JOIST,BAND JOIST, 2-16d COMMO FOOT SEE NOTE:1.2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD H determine intended heights of finished floor(s)above typical grade. 7}-INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING' SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS A Allowable sidewa11 lengths provided in table 3.14 shall be permitted to be Increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED ^ 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and mnnectiom shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES MODERATE SLIGHT TO IQ� 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. 17 NONE TO HEAVY MODERATE 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or masonry walls owni6).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: ng in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-Bd COMMO ,OUT NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connectiom in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing mncmte structure shall with table 3.5.Window sill plates shall be have steel mnnectors in accordance with table TO JOIST 2-8d COMMO END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#5 re-bar,18"long at 12°o.c..Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING 2-8d COMMON EACH TOE 4'PERIMETER EDGE ZONE 8d COMMON @ 6°O. . Bd COMMON @ 6"O.C. SEE NOTES:1,3 5).Unless otherwise noted,all slabs on grade to be 3000 P.M..Concrete to TO JOIST END NAIL poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1(BOTH FIELDS) Where a ride is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE Bd COMMON @ W O. 8d COMMON @ 12°O.C. NOTE:2 FOR PANEL FIELD to be minimum 3-1/2 inch[hide.All FlII to be compacted to95%relative density with B 3-16d COMMO 6"maximum lift' Qayers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRU55 8d COMMON @ 4°O. Bd COMMON @ 4'O.C. SEE NOTES:1.3 W 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMO ryj 8x16 cest iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM JOIST NAIL JOIST ON LEDGER PER TOE NOTES Imo- so DECK AND COVERED PORCH NOTES: C)3-Ed COMMOsoN 7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM 101ST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. � N.Y.5.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure heated lumber. BAND JOIST 3-16d COMMO PER END L, I he below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak Q BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. E-1 O B).Drainage as required by current N.Y.S.Residential Comtructlon Code. 2).Girders for deck joists to be bolted to each port with washers and nuts. 2-16d COMMO U Girders on concrete plan shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 O Wti a FRAMING NOTES into concrete with a minimum 1/2"dia x T long anchor bolt with washers and nuts. c ss 2).Tabulated 12 inch o. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c H 1).All framing techniques and methods as prescriptive design of current SBC High Wind3).Posts supporting girders shall be anchored to a 12"MNI2°thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x B"long anchor bolt with washers and nuts.Footings Shall be 3 k. QTY• SPACING 3).Tabulated 4 inch o.c nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For below grade.Porches with covered rooft shall have 12"dia,concrete piers for the girders. STRUCTURAL PANEL Bd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c 2).Unless otherwise noted,all framing and structural wood material to be#2+STIR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Ft, 4).Deck joists to have blocking at B'O o.c. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY SPACING SEE NOTES:1,3(BOTH FIELDS) where needed. 4'EDGE ZONE Bd COMMON @ 6°O. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD GYPSUM 7"O.C.EDGE Be Unless otherwise noted,all bearing wall headers ll l e(2)s x ds o e BTR Doug.Fir. Sd COOLERS ,^. Bearing wall headers to have(2)jade studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10°O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O. . 8d COMMON @ 12"O.C. SEE NOTE:3 av o openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES kn Z openings.Bearing wall window sills shall also have(2)window till plates for 2x4 wall 7)All h Joist joists to be Supported with hangers and anchors.Each shall also be anchored NAIL -NAIL openings between 4'1 and GO and 2x6 wall openings between 5'11 and 8'9.Provide fire to girderk). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. p and blocking where applicable. QTY. SPACING y w B).Covered Rook shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For Will sheathingwithin 4 feet of the comers.the 4 foot edge zone attachment requirements shall 5).All Flush beams/headers to be installed with heavy duty galvinized hangers and PANELS Bd COMMO WFCM-SBC be used. g x°�a .E anchors where applicable to all connecting joists. PLUMBING NOTES 7/16°OSB 3"O.C.EDGE ' 6d COMMO co � - m 6).Double up floor joists under walls that n parallel to the floor joist and under bathtu 1).All water supply,drainage and venting to be installed at per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c nail spacing assumes sheathing attached to stud framing members with o Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7°O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c WALLBOARD0,.-C. O 3 a on plans. 5d COOLERS 10"O.0.FIELD 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/r 2)-Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING• 3).For exterior panel siding,galvinized box nails shall be permitted to be Substituted for common nails. other access openings unless otherwise noted(typical). 3).If wall studs.plates or joists are cut out during installation for any plumbing related work NAIL NAIL provide ode sate bracing and lases to protect and secure the structure.Verify with the JOINT DESCRIPTION 1).PROVIDE S/B•TYPE-X SHEETROCK FIRE STOPPWGAT-MAXIMUM DISTANCES FORNON ACCEtSiBIE AREAE. 8).Dormers running up roof rafters are to be supported by double rafters on either side pr 9 g P P fy QN. SPACING 3).ufE SIMPSON HANGERS AND ANCHORS WDH Z M TRIPPLE P110TECTNE COATING FOR CONTACTWITH ACO. 1rrI��,� state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).INSTALL 1-Cot DETECTO11 W ADDITION TO SMOKER A AER ROOK l In where applicable unless otherwise noted. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.IQ.SQ GRADE FLOOR \ {s.1 HVAC SYSTEM NOTES 8d COMMO (1.75 FT.—FDOPJ 1"OR LESS 12"O.C.FIELD MW.44'ILL-AR °G•1 9).Provide blocking bridging in Floor joists at 8'0 o.c..Use solid blocking in floor joists NYS 1esld U Code 1302.11 FIREBUG KING REQUIRED U under all bearing walls. 1).Mechanical Subcontractor is responsible for adhearing to all applicable codes and safety NOTES: FlreblodNg sMe be proWded ro m oD ell canaaled drag opervn®Rom veMml antl honzoircai Q requirements. NOTE: mdroromran eBeaave Rre bardm l,eNmn doM,cued lxdweeneropsrory eaa rhe morspea. f+l rfi 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY FlroBlnddng awl be pmwaed I.w f2..-.-In me fond iglmacues �•L� needed. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. panni 2).HVAC subcontractor is to fully coordinate all System data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. D.In mn¢allspma orsmd waluane mdedieg mnad.peas cuts meammandao0r rid equipment supplier. leeel�c.aaled nodmmal rvmd maar,nan elm ne BreBwaea at mtenae nm e.aedmg so 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick 4-ply Fir 1).Nailing requirements are based on wall sheathingren.Beres pramEeuamineral cur glass Bbm aMn Lc anpwee ss1re61ocEiAq inwalls mnrtruaed }� CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final System layout drawing and submit it to the General ailed 6"on-center at the panel edge.if well sheathing SOIL COMPACTION: ming puallet rows of sNdr m erase d mm. �_ Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher B.NEVI FILLTO BE CLEW OFORGANIC MATR,1AL CONTRACTOR 2).u 11 mrenonnacnom een rem mnaalea Vamat and mru 19 suma<'owvat roSEb. -. r r,--z 12).Unless otherwise noted use 3/4°thick T&G PTS Fir or Advantech plywood mbfloor Pp shear ca acities,nailing requirements for structural TO VERIFY EXISTING SOIL CONDMCNS PRIORTO FILL amp MM,A and care aBingi '-� r/"u S, N.� adhered with PL400 adhesive and Screwed to floor joists.Finished Floor to be installed P °gREMOVE AND ADD ADDInONAL FILLAS NEEDED. U } ELECTRICAL NOTES: membersshall bedoubled,oralternate connectors, 3,.lnronaa a�aa n m�IrRd�na„ceropa dBnRano �`-�F L !:� ! , U over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. z).coMPAenoN of NEW FlusHAu BEAT LwTBSBB PRocroa under stain sM1e11-ply vnM arrem N.Y.S.Resdmkiel Code IE r---- ----- ,c i Ys 1).All electrical to be installed as per N.Y.S.Residential Construction Code. DV IAT((PERAsTM D 698 AND ASTM D 1557).COMPACT THE p S2�j 13).All bathroom walls to have 1/2'thick moisture-resistant sheetrack Garagewalls and SOILAT12'UFTS(r(PICAL).CONTRACTORWHAVEFILL 9).At opmingt arouMvmO,pipe aid duffs et®ruy ext floprlwe4 _ Tea pasd8ed 2).When wall sheathing is continuous over connected TEtTED BY A P110FFESSIONAL AGENCY FOR COMPACTION. Baine ext Produns of mnW ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwrker. members,the tabulated number of nails shall be permitted >/ to have regular 1/2'sheetrock.All walls to be taped and finished. F 3j.DO NOT BACKHMUNnLL FIRST FLOOR DEC%CONSTRUCTION, 5).For Ore Neblodd�oFd�imneysaM lBrylam,as rtyWredW f. mtial Code f_J• 3).All electrical work to comply with 2014 NEC, to be reduced tol-16d nail per foot. INuuomG SUBR°°R.a C0M U L _ g e`( '1 2022 14).All roof with a path Tess than a cup shall i installed with an Ice e Water barrier or � VA U Iln LL approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section 11314 torch down type material over. and R315 of IRC. 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to IXfElU00.FlBE0.G see COLUMNSTO BE Ha6G be installed with a foam sill gasket and cop-r-tax termite shield or approved equal. o1APPRovm EQUAL WSTAuwm(CAP Southold Town AND BASES.USE WITH FVSHWG rAPSTO I LOB p: ° °P ; Board of Trustees-, 6A5 B22 BLIeBTNUM1mBa: A-11 i y L i I Ali IrIGI 'I� tel M .ry+w k �,�� S �yf �,f �; i i 12�a '�"Q �•v 6 X�X�,k',t3•iis^.?�i,�z, A`'�r'S } ;x rjat -lraNd.,�t7;x� f.a, y" QJ41, S�c' I, `i-1 I' ✓ �z kap1, �, �.f rf All, r i - + i �A # � +l '��fa�'N' ��yt'.T°�. � � ♦ AF 5 �. ��� ���i f' F�"4. �C .. ,( 1 !r� �' ii r� �(hM��aY.r. i}• �`�a��E'�;i� �, ,trr.�S� u � ��,��` � .��' .(° 1 f v 5 t ,.f 2V'�t'"�,`��'�".fl+f .e ^ Y ; Al -'. c(M',.1�� i t.�` '_ �� 4�F �;��s "Y>;'t� (I ,:'` c�t r:. ,�f tt .t r rs�',-1.yYt4�,�..1.F '• y f�7 Y��+�c +�x�^ ,L' V "`"' a. �. y 'ti�.�;�`F y' �..' aM3liyPf�� y-• �*� \1�7c � � �. `• `,.-1 •1 j r •;: , , My z. :mow r. 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Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 "Ir Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., August 10, 2022 the following recommendation was made: Moved by Maggie Merrill, seconded by Carol Brown, it was RESOLVED to SUPPORT the application of JOSEPH F. AND LINDA SCIOTTO to remove the existing garage and shed. Construct a two-story addition and shed attached to garage, and proposed porch expansion. Move driveway to the west property line using permeable material, and install two (2) drywells. Located: 8380 Peconic Bay Blvd., Laurel. SCTM#126-11-20 Inspected by: John Stein, Caroline Burghardt, Carol Brown, Maggie Merrill, Shannon Wright The CAC Supports the application, however questions the permeable materials being used for the driveway. There is also a concern with the removal of the established oak and pine trees. Vote of Council: Ayes: All Motion Carried OFFICE LOCATION: �� �.# 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 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: August 10, 2022 Re: LWRP Coastal Consistency Review for JOSEPH F. & LINDA SCIOTTO SCTM# 1000-126-11-20 The Zoning Board of Appeals issued a determination (7642) granting variances for the proposal and rendered it as consistent with the LWRP. JOSEPH F. & LINDA SCIOTTO requests a Wetland Permit for the existing 2,011sq.ft. two-story dwelling with a 400sq.ft. second floor balcony, a 7'x24' west side porch, a 3'4"x10' stoop on seaward side, an existing 6'8"x6'7" outdoor shower, and an existing 6'x7'4" Jacuzzi; remove existing garage and shed; construct a new 1,166sq.ft. two-story addition onto the landward side of existing dwelling on top of a 4" reinforced concrete foundation slab with a proposed one-story 10'x12' shed attached to landward side of addition; the existing 14'8"x15'4" front porch to be expanded an additional 8'2"'x10' to connect to new addition; and to install gutters to leaders to drywells for the addition. Located: 8380 Great Peconic Bay Boulevard, Laurel. SCTM# 1000-126- 11-20 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposal is INCONSISTENT with LWRP Policies. Policy 6. Protect and restore the quality and function of the Town of Southold ecosystem 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction 1. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions The as-built structures were constructed without obtaining a Wetlands Permit. The landward additions are recommended as CONSISTENT. Note that the property will be most impacted by a category 4 hurricane. 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 ,..4r �, t 4'` 'S - —9 r.—E _ - AUL 2 2 2022 - Southow Town Boord�f Trustees 3oard of Trustees Applicat, J PROOF OF MAILING OF NOTICE ATTACK CERTIFIEID MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: e / / a C� 7 P/eco s--e- C o Tv }-A e- 1 n l-cce�v-r-- A", e- Gey41(i-tA.'es cel\d /acv/,;, oaGd re-sse-s, d-j� ve- 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 CERTIFIEID MAILIRETURN RECEIPT. Signature Sworn to before me this Day of , 20 Notary Public Glenn Goldsmith,President ¢yam U IDI/C Town Hall Annex A.Nicholas Krupski,Vice President ���� 54375 Route 25 Eric Sepenoski o P.O. Box 1179 2 2Z Liz Gillooly o �Y Southold,NY 11971 Elizabeth Peeples ��jOd �a�� Telephone(631)765-1892 �zrs� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of JOSEPH F. & LINDA SCIOTTO COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING y lfl �' ' �' Z i �+G f TT�TI-WE�I'C1�TW11�Q+MA:��.1,_�iE-_. WWRE01 I10 :w F FAMM,AWROM 1 SPR ® . T I~ T LI "lrC" I, bYida Se,4pfto , residing at/dba �� PP���r a i3111d t&jld being duly sworn, depose and say: th n `� That on the day of f-t jtib� , 2022 , I personally posted the property known as 83'a8 Ree m r'C 8" 81ud-kaur l 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,August 17,2022. Dated: v4U ature) Sworn to before me this /kh day of A -20 24 DIANE DISAL NOTARY PUBLIC-STATE OFF Aa� NEW YORK No. O1 D1475593 Notary Public Qualified In Suffolk County My Commission Expires April 30, 20 Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: ��Qe (�d/G{,IrYY�Gc�^ro 0 /000-1.24?— //—,2-0 NAME: ADDRESS: P�lla�: �, Pllarl(r ilea ra���r-i9 g2�Pecor�o y�31 , � �r�✓y����g 94bo Peco,n;c &�yGlaa', -V iab,-�i-a� P 0, ,60raDb, l_au-�it/,y C�o 1(&Avyn 1—.C'erdaP7 G0d16&r Pl &eYrW671c lab `9-16 /5a �, 9�ftd'8' ,-eefApf,3,4, lVgwyorK qtly, lola� 60dt rare Pa & 1"afdV-fh-Romw L. /a6,-`�-�4�I ��9 i�loovn +�/c/Ave,, bloo &ld C.T. xW `Mareh,efli RuAiwne-S, STATE OF NEW YORK COUNTY OF SUFFOLK Ll)-da cScr'of•fo , residing at gin Pe(on('c aJL/ot L&t,,.;,e.K , being duly sworn, deposes and says that on the day of ...A � , 20 22 , 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. 4- Signa ure Sworn to before me this r 1 Day of V1 Ll� , 20 CONNIE D.BUNCH Notary Public,State of New York No.01BU6185050 n�,,, ` Qualified in Suffolk County `'v / ► � Commission Expires April 14,2 L% Notary Public TM T. 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OWNER(S) OF RECORD: JOSEPH F. & LINDA SCIOTTO SUBJECT OF PUBLIC HEARING: For a Wetland Permit for the existing 2,011sq.ft. two- ; story dwelling with a 400sq.ft. second floor balcony, a 7'x24' west side porch, a 3'4"x10' stoop on seaward side, an existing 6'8"x6'7" outdoor shower, and an existing 6'x7'4" Jacuzzi; remove existing garage and shed; construct a new 1,166sq.ft. two- story addition onto the landward side of existing dwelling on top of a 4" reinforced concrete foundation slab with a proposed one-story 10'x12' shed attached to landward side of addition; the existing 14'8"x15'4" front porch to be expanded an additional 87"x10' to connect to new addition; and to install gutters to leaders to drywells for the addition. TIME & DATE OF PUBLIC HEARING: Wednesday, August 17, 2022 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Glenn Goldsmith, President so Town Hall Annex A. Nicholas Krupski, Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Elizabeth Peeples Telephone(631) 765-1892 Fax(631) 765-6641 AV BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application D E C E ' tl E Wetland Permit Application Administrative Permit JUL - 1 2022 —_/Amendment/Transfer/Extension I eceived Application: 7.1.22- eceived Fee: $ 2WAi Souft1dTWn ompleted Application: •?'2,?/ Board ofThatees Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: �oordination:(date sent): �WRP Consistency Assessment Form.Sent: �AC Referral Sent: Date of Inspection: Receipt of CAC Report: Technical Review: Public Hearing Held: Z?i Resolution: e 7 Owner(s) Legal Name of Property (as shown on Deed): E Mailing Address: al Peale I&, IMA? Phone Number: --631-975-1&-,`7'- Suffolk County Tax Map Number: 1000 - Property Location: jftn &0 ', I. Zaafel, AlY llMn' (If necessary, provide LILCO Pole #, distance to cross streets, and location) Cle-&Aq 1-0- P AGENT (If applicable): Mailing Address: Phone Number: Email: Caro(a5'jOP- Board of Trustees Application GENERAL DATA Land Area (in square feet): 0 e 7S A C re_5 . 32. &rlD soi�N Area Zoning: e�'aC�� �`G�I Previous use of property: kas- heel, Intended use of property: Ke_ep np q c,,� v Covenants and Restrictions on property? Yes INO If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? Yes No If"Yes", be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes _J-No If"Yes", please provide copy of decision. Willproject require any demolition as per Town Code or as determined by the Building Dept.? Yes No Does the structure (s) on property have a valid Certificate of Occupancy? Yes No Prior permits/approvals for site improvements: Agency Date (Vak.(_4 e Wd LtJOus'de, Ae—a No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? V No Yes If yes, provide explanation: Project Description (use attachments if necessary): ne olot Q0reaoe MW ve-d Ag LVar Ae of rn�s A fwo.Aon j Qddi�i0A curll be rn-ef•Pe an;%pro, er l-bkoc s n�Ca�dr �vh lquiift L o qaL ye wIll Am x2� . 7►-1,ye S v t D rnow d�o es-Eor6pevfw line-nude oF IrneCible rDDa�E'�a2f• �}/I /Jeep°eye,.c!!s wfil be e$. 74 and yfioh e Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: We rmllz.jog d'5�����►� ��#I MO(W ,YQ0e Y`Me l�/1�"�, ike,�o% efr J • Area of wetlands on lot: Grsl 106 square feet 03noC$fie Corned®P -he, house. Aark 0-t R3 fee-1. Percent coverage of lot: % Closest distance between nearest existing structure and upland edge of wetlands: S' ,® feet (rouse) Closest distance between nearest proposed structure and upland edge of wetlands: feet((V&(Kw Does the / project involve excavation or filling.9 No V Yes If yes, how much material will be excavated? cY- 3 cubi_�ards a- a? How much material will be filled? /0 cubic yards Depth of which material will be removed or deposited: 'A'P+, feet r 4 inch, S«o Proposed slope throughout the area of operations: 14 /S leVC1, Manner in which material will be removed or deposited: WiN Aire on Ucav&rm CvLvj a , 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): 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 frilly 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: suohh L' Project Location(describe, an attach a location map): $3to Brief Description of Proposed Action: Name of Applicant or Sponsor: Telephone: �3I_e75 (o! Jo h Swft, E-Mail: Cl it/P� Q�f��Of'b'1 Address: City/PO: State: Zip I/g uAl�7 'V(( 'T 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: ❑ ❑ 3.a.Total acreage of the site of the proposed action? 0 75— acres b.Total acreage to be physically disturbed? L.'7,S acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? acres 4. Check all land uses that occur on, adjoining and near the proposed action. ❑Urban ❑Rural (non-agriculture) ❑Industrial ❑Commercial "Residential (suburban) ❑Forest ❑Agriculture El Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5. is the proposed action, INOYES N/A a.A permitted use under the zoning regulations? ® Elb.Consistent with the adopted comprehensive plan? ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes, identify: 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? ® ❑ JA I c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ® ❑ 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ® ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ 1 1.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ® ❑ 12. a. Does the site contain a structure that is listed on either the State or National Register of HistoricJOYY Places? b. Is the proposed action located in an archeological sensitive area? FV] 13.a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,containwetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be-found on the project site. Check all that apply: Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ❑Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats, listedNO YES by the State or Federal government as threatened or endangered? ® E]16. Is the project site located in the 100 year flood plain? NO YES �Ao* Su-te 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES FFT TT If Yes, a. Will storm water discharges flow to adjacent properties? [,nJ NO DYES ❑ ❑ b.Will storm water discharges be directed to established conveyance systemsninoff and storm drains)? If Yes,briefly describe: NO ❑YES Page 2 of 4 r ' 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: VVI ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BES:OF Y KNOWLEDGE Applicant/spo name: Date: 7l/�1`� Signature: I. I ' Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the.following questions in Part 2 using the information contained in Part 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 � 1:1regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? � ❑ 3. Will the proposed action impair the character or quality of the existing community? ® ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused theF]establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or � F-1affect 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 m ❑ reasonably available energy conservation or renewable energy opportunities? 01-i 7. Will the proposed action impact existing: a. public/private water supplies? ❑ b.public/private wastewater treatment utilities? KI ❑ 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, F-1waterbodies,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 A7-1 ❑problems? 11. Will the proposed action create a hazard to environmental resources or human health? rvn ❑ 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. F] Check this box if you have determined, based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. EICheck 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 Board of Trustees Application AFFIDAVIT BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES, THEIR AGENT(S) OR REPRESENTATIVES, INCLUDING THE CONSERVATION ADVISORY COUNCIL, TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. ature �Proper�tyOw�ner Signature of Property Owner SWORN TO BEFORE ME THIS dA;C- DAY OF 20 �Y Notary Public DIANE DISALVO NWARY PUBLIC-STATE OF NEW YORK Na, 01 D1475593 Qualif od in Suffolk county M* 'E'dFt miation Sxpires April 30. 20-*- Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We, Y s� owners of the property identified as SCTM# 1000- in the town of New York, hereby authorizes to act as my agent and handle all f` necessary work involved with the application process for permit(s) from the Southold Town fr: Board of Trustees for this property. �J Property Owner's Signature JF Property Owner's Signature SWORN TO BEFORE ME THIS DAY OF , 20 �/' Notary Public APPLICANT/AGENT/REPRESENTA.TM TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. (l / YOUR NAME: �J C°1,D O�S�P c?�CIO (Last name,first name,giiddid initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building ✓ Variance Trustee ✓ Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship.with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): / A)the owner of greater than 5%of the shares of the corporate stock of the applicant / (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DES CRIPT ON FFE 1I Submitted this y of 20 � Signature S . Print Name Form TS 1 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 1 If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing 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# - - PROJECT NAME SCY0H0 6CWagf1 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: R Location of action: LA L Site acreage: ` S U Present land use: I-;?-C S s �p G Present zoning classification: f-16-4® I>S-d e, 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: ,y L14" �Cea-yam (b) Mailing address: C) 1„iA-- L � (c) Telephone number: Area Code ( ) C3 A S,'7 1 $ C, LA (d) Application number, if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No 0 If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. M Yes ❑ No ❑ Not Applicable of CN ) 14D--FS-az�CA CA Kl� V;> C —%.k e- 7V Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ Noof Applicable r 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 121,,Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No U Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No �kot Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. 7 Yes No t Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes [:] No Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ Nom, Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ YeF-1 No of Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ElNoANot Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes 101 No Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No Not Applicable PREPARED BY S®5 t�70/- S-C i t-m-" TITLE (�V DATE