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Home My WebLink AboutKrupnick, David �� c aS"'J's i% i. - rrr. �•— l r n�,. Y ��^tu�msuzsss? MITI r ++ BOARD OF SOUTHOLD TOWN TRUSTEES RK SOUTHOLD, NEW YO it > -. all �.' PERMIT NO. 9186 }� -` DATE: APRIL 5. 2018 " ISSUED TO: DAVID KRUPNICK r Y �r,c; g PROPERTY ADDRESS: 880 DEEP HOLE DRIVE MATTITUCK �, Y f SCTM# 1000-115-12-13 amla ?�( AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in } accordance with the Resolution of the Board of Trustees adopted at the meeting held on April 5, 2018, and in +! f �. consideration of application fee in the sum of$250.00 paid by David Krupnick and subject to the Terms and A Conditions as stated in the Resolution the Southold Town Board of Trustees authorizes and permits the �r } following: Wetland Permit to construct an attached 852sq.ft. two-story garage onto the landward side of existing �7 dwelling; and as depicted on the site plan prepared by Mark Schwartz&Associates, dated February 7, ' y 2018,and stamped approved on April 5,2018. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, /s.h and these presents to be subscribed by a majority of the said Board as of this. gJFF01A.c o �. • �. y � � �; �� is 1 �� 5t d5$kild'�'CRYGbxY�j,G1T(ftu.rd?�4ik1SL•BSUiSV.�'IKOSiixV�Ll"i�i'{1ViA'#ak�Titr'AY ' � �J y �`.��ih35- "s}�pR; i,.StYRiiS,".5`S,li94Y,5.t�18iuiSrl�v.'45izi J' vy�� .:• — ✓�, ��`:e�^^`-t.� ��. _�� £= �l_J!•'' � 3 r• xsw�:xi�^c�atisc�e'•:�r, a�:�v�ma:.��:�attu��aa�Sl �. •Sym / ��u.. :/.it � �•�//..I +`� v i �i -ti's{, '� �. e �� `�1 •4 Glenn Goldsmith,President ` QF SD(/r�, Town Hall Annex Michael J.Domino,Vice-President ,`O, �� 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 OOUM`I,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 15, 2020 David Krupnick 880 Deep"Hole Drive Mattituck; NY 11952 - RE: 880 DEEP.HOLE DRIVE, MATTITUCK SCTM# 1000-115-12-13 Dear Mr. Krupnick: The following action was taken:by the Southold Town Board of Trustees at-their Regular Meeting held on Wednesday,-July 15, 2020: RESOLVED that the Southold Town Board of Trustees grants a One-Year Extension to Wetland Permit#9186 as issued-on April 5", 2018. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, 41eGoldsmith " President, Board of Trustees GG:dd David Krupnick 880 Deep Hole Drive Mattituck, NY 11952 February 10,2020 Board of Southold Town Trustees Southold, NY `T--- �- -- Re: FEB 2 5 2020 Permit#:9186 Property Address:880 Deep Hole Drive, Mattituck, NY 11952 SUM#: 1000-115-12-13 Dear Board of Trustees, I'm writing to respectfully request a one year extension on my Wetland Permit in order for us to complete the work outlined in the permit.. If you have any questions, please feel free to call me at 516-807-2409. Thank you David Krupnick Glenn Goldsmith, id'ent o�OSUFFO(,�COG. Town Hall Annex Michael J. Domino, Vicesident ,�� ,,, 54375 Route 25 John M. Bredemeyer_III c =` P.O Box 1179 A. Nicholas Krupski o Southold, NY 11971 Greg,Williams -��,�o� dao! Telephone Fax (636 92 ) 765 6648 r BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: 31,2020 )2:'00 Completed in field by: �. � �odsn-► �� DAVID KRUPNICK requests a One (1) Year Extension to Wetland Permit#9186 as issued on April 5, 2018. Located: 880 Deep Hole Drive, Mattituck. SCTM#: 1000-115-12-13 CH. 275-3 - SETBACKS - WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 ✓ Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: I have read & acknowledged the foregoing Trustees comments: Agent/Owner: / Present were: J. Bredemeyer M. Domino ✓ G. Goldsmith N. Krupski G. Williams Other Michael J.Domino, President OF SUUlyO Town Hall Annex 54375 Route 25 John M. Bredemeyer III,Vice-President �� l0 P.O. Box 1179 Glenn Goldsmith Southold, New York 11971 A.Nicholas Krupski G • Telephone(631) 765-1892 Greg Williams 'O Fax(631) 765-6641 COU BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction % constructed Project complete, compliance inspection ",,. .y'e'a, .' ..�- r1:i v„;Y'it. r •''`'�.:1I",� rE 1•;:,., 1;.•3i� r,�'r;t.. K �`� Kra ar sNox IA1 �cr. r k ti `,. �... e `i sar rrrm �• tiaq'�^n- I •� L� �t.� h', ,�+��.�'C� Ilr l�J;,+\�,y��Y � �I t,`�r�St.�e t A •7��f�\/'tt` A �`\u�'4�,ti` ` .w«•r �sCW�Nr O+ iI II ,'T to off so y 7 w.,... ...,.„v_v. v..v.. .�.w...u.v..«.. -..,.w.. .v ,avv..v-. ...W•:,,, s........... ..:....,._. ..v.. ..,vv.,,v.�u,,,........,,v,i ,.v; Citi=;' �• 1 � 1 � ' _`��i, ' • • • • • • • • •• • • • • • • • �. '•sjt .� r•.r � IV .r �u e rae ^ zam q;7:�U�� u�Cwcir«a..� 'SiIrV �1�iz• 7•, �•�t'I'�r1�t�:.: wt ',1�� ri •li''t+ir�rlv�'"II' t � t / v tc E' "1:.+,�>,• �e ti l h7 �-t.." .s 11� ,�' 1 .(� t L �• ��.:��' •aJi � .r•. y4 `.C,{,. -� 4S• L !�•r ;�ms`s l r� .:sio` '"ad } .-tt.` t t,�� :, ��1,� hf.'•"'r"• b.. TERMS AND CONDITIONS The Permittee David Krupnick, residing at 880 Deep Hole Drive, Mattituck ,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. Michael J. Domino, President ��0f SUyO Town Hall Annex John M.Bredemeyer III,Vice-President �O l0 54375 Route 25 P.O. Box 1179 Glenn Goldsmith Southold,New York 11971 A. Nicholas Krupski • Q Telephone(631) 765-1892 Greg WilliamsyC0U O Fax(631) 765-6641 � NT1,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 5, 2018 David Krupnick 880 Deep Hole Drive Mattituck, NY 11952 RE: 880 DEEP HOLE DRIVE, MATTITUCK SCTM# 1000-115-12-13 Dear Mr. Krupnick: The Board of Town Trustees took the following action during its Special meeting held on Thursday, April 5, 2018 regarding the above matter: WHEREAS, David Krupnick, 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 February 15, 2018, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory- Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on April 5, 2018, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, 2 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 the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of DAVID KRUPNICK to construct an attached 852sq.ft. two-story garage onto the landward side of existing dwelling; and as depicted on the site plan prepared by Mark Schwartz &Associates, dated February 7, 2018, and stamped approved on April 5, 2018. 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, LMS Michael J. Domino President, Board of Trustees MJD/dd SURVEY OF PROPERTY N 51TUATE : MATTITUCK i N,Ew SUFFOLK AVENUE w TOWN : SOUTH OLD 5UFFOLK COUNTY, NY . I SURVEYED 12- 1 1 -2014 S SUFFOLK COUNTY TAX # 1 000 — 1 15 — 1 2 — 13 � CERTIFIED T0: LAND NOW OR FORMERLY OF (� David Rrupnick CON5TANCE A. CONNOR Lowell T. Blumenthal PAUL J CONNOR Bank of America, N.A. i First American Title Insurance Company 587 912011E w I � Advantage Title Agency, Inc. �`, 212.281 �° -9 ` O FE. 1.9'5 _ 2ND` m \I ? cry C.E. O 0 CHIM ii r' -., �y 4 61 1 ,' - - - - - - - G2.� - O I I; �O V'� \ \I X, 43.8 - - - - - - L.l U-J 3 I'' U� wF n `p[p U' I Ln N n FEB 5 2018 L� �z �` _ o=� LL 22.3 Q LL-j -- , - - - - - _ JOt:ii:C:(, 1,Vit J , -• _Z`-L.9 _ '�Q} O .-J O LLJ Boar Ci 7 i�c!tcS DOCK I �1' 107 O y 2 L 15A51N l U ' ``,t1t \ \ \LU 29.5 It.I N - O W �� d- W W ! Lu LJ QQ ='J '-n11 0 (y 1 �� r-- CV _z _z o _ _ f Q O Ln UNp9NROPE D \ 18 I I ' VV r •8`- Z LAND NOW OR FORMERLY OF WETLAND FLAG5 5HOWN THU5 PSET BY LORRAINE WENDT 5URVEYOR AT EDGE OF VEGETATED WETLANDS ON 06-09-14 UTIL15ING BACCHAP15 BUSH A5 IDENTIFIER ELEVATIONS REFERENCE N.G.V D. 1929 DATUM FLOOD ZONE ANNOTATED FROM F.I.R.M. 3G 103CO482H NOTES: ' "Unauthorized alteration or addition to a survey _ map bearing a licensed land surveyw's seal is a ADJACENT AREA 0 MONUMENT FOUND violation of section 7209, sub-division 2, of the —0-- WOOD FENCE JOHN C. E H LE R5 LAND 5 U RVEYO R �.EHw yo9 New York Stale Education Law. COVERAGE CALCULATIONS "Only cities from the original of,his survey EXISTING HOUSE= G2G Sq. Ft. marked with an original of the land surveyor's PROPERTY ZONE R-40 Q stomped seal shall be considered to be valid true copies' EXISTING STOOP= 6 ISc�. Ft. ' y 7� 1 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 -Certifications indicated hereon signify that this EXISTING CONC. WALK= 15 2 Sg. Ft. I survey was prepared in accordance with the Gi. s ex- TOTAL COVERAGE= 839 Sq. Ft. Area = 2 1 05G 5 Ft. RIVERHEAD N.Y. 1190 I 3G9-8288 Fax 3G9-8287 isting Code of Practice for Land Surveys adopted by the New York Stale Association of Profess'onol Area = 0.483 Acres �� a Land surveyors. Said certifications shall ran anly ADJACENT AREA= 8,871 Sq. Ft. Ioncji5landland5urveyor.com �� to the person for wham the survey is prepared, S GRAPHIC SCALE Ill= 30' �c S and on his behalf to the title company, governmen- /� QL �Q� lal agency and lending institution listed hereon, and TOTAL OVERAGE= 9.5% F�LANA 9 a the ossignees of the lending Institution. Certifita= 14-134 tions are not transferable to additional institutions REVISIONS: N E W S U F F 0 L K AVE LAND NOW OR FORMALLY HAY BAY w/ SILT FENCING CONSTANCE & PAUL I::"t + 50 CONNOR �r LIMITS OF CLEARING TO BE NO MORE THAN 20' FROM 00 PROPOSED WORK AS EL 4 EL 6 EL 8 S 87019'20" E 212.28' EL 10 EL 10 INDICATED ON SITE PLAN O r----------------------------------- Q ,B3 / / \ 8'dia, 5'deep G l 6 o� �. cv� ( DRYWELL C) N I ® 211 CU. FT TCS _ - - - - - - U-i I ' � Z � �' l �FFFR � � ` 62,E v� c -, 84.1' ► 43.8 T; �J1 55.2' T ON TURF BUFFER i , C i � � a `� \ • 'y"k ' a� i ESC STING GRA L Q H � r-n �� , L^ i i DRIVEWAY DEEP , -� N ALTERED �-y �J�, �J I oa I p HOLE �� O I I 8'dia, 5'deep � � ''J� �J-� M DRYWELL O 22.3 I I 211 CU. FT / \ d' uj I I CREEK � JJJJ II ..� EXISTING _ 18dia,3deep I SOIL DRYWELL ( ` ( O LOCATION 1 STORY4 PORCH 126.6 CU. FT J J 75.9' HOUSE 59.4' TO N TURF BUFFER ,�1 x \ — W DOCK 6` �3.6'� !6' p u 18.8' M 2 .4' \ cA SHOU E STEPS Z 00 \ V \\ 40.0' \ / O C) g \ � \ Q r3 w Ow B A S I N N m I.�� _ \ PROPOSEDLo > _ _ _ W wuj J� J�� \ ~ 2 STORY 8'dia,3'deep / \ / \ 8'dia, 5'deep = Q q I , J 76 4 U- 34,0 DRYWELL DRYWELL H f � 00 `^ C� �J� 44.0' TON N TURF B R GARAGE 126.6 cu. FT \ / / 2t1 cu. FT z LU 7— M A \ .� oo — z w 33.3 I , > c rn CN O — \-\ EL 4 — __ — —_ --- --- — N 87019' 0" W 187.11 EL s ``- -'�-:_. . _ _ _ __:._.__ :. . ,';� ° � w t .� DRIVEWAY AREA: 3440 SQ. FT. I m _ — 00 AT 100% RUNOFF, 2" / HR: 575 CU. FT. PIPE INSTALL: (3) 8'dia., 5'deep DRYWELLS _ FEB 1 5 2013 ; r 4 UNDERGROUND TOTAL CAPACITY: 633 CU. FT. (211ea.) � v , >> MAINTAIN 20'min SEPERATION �____.-.-.- -__'----,- 000 CU BETWEEN DRYWELLS AND SEPTIC<< N ,0 w LAND NOW OR FORMALLY LORRAINE WENIDT APPROVED BY SITE DATA: SCTM # 1000-115-12-13 BOARD OF TRUST -S w TOWN OF SOUTH :.D DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: NW DATE APP► S zorg o PROPERTY: 21,056 ACRES 0.483 ACRES Cn t!1 GROUND DISTURBANCE: 7580.0 SQ.FT. EXISTING HOUSE: 2304.6 SQ.FT. 11.0% AREA: EXCAVATION: FILL: PROPOSED ADDITION: 889.2 SQ.FT. .4.2% Q ADDITION: 34 CU,YD. 22 CU.YD. EXISTING EAST PORCH: 250.1 SQ. FT. 1.2 DRYWELLS: 24 CU.YD. 27 CU.YD. (� SITE PLAN ® EXISTING WEST DECK: 471.5 SQ. FT 2.3% x SCALE: 1" _ 10'-0' TOTAL: 3915.4 SQ. FT. 18.7% MEETS & BOUNDS g,��REDq�'C BY: JOHN EHLERS LAND SURVEYOR �� Www scy ti% DATED: 05-21-2014 DRAWN: MH 1 MS N SCALE: 1/4"=V-0" • r ( '°far= ; .* -- JOB#: ELEVATIONS REFRENCE N.G.V.D. 1929 DATUM February 07,2018 FLOOD ZONE ANNOTATED FROM F.I.R.M. 9TF 2339 �� SHEET NUMBER: 36103CO482H OF NES S. t REVISIONS: i z 0 00 ILI a - o W IT, prWn FFIF-1 F-I IF, 11, 1-1 DF] C) a° E13-1 000 ❑ FIFIF] as =0 EIF-1 El0 III I I I I I I Hill III 1 11111 111 11 11111 111 1111111 111 PROPOSED EAST ELEVATION o SCALE: 1/4" = V Q U x IS4 ~ w u A � 000 H 0 N � i cf) di O m n +; X u O pIn F, r x o w � 3 o � 00 40 5 ^14w u7 U r' °�' v cv 0 ----—-- - - COO D UV I - O -o d 00 0 N - 000 - 0000. all I IV Ll =L 0000 � �oo�o oo0r 0000 coo00 - ERED qRC i BEV I NScy�y,� DRAWN: MH/MS PROPOSED NORTH ELEVATION SCAL JOB#E: 1/4"=1'-0" $J `- February 07,2018 1tpL J0¢� SCALE: 1/4"' = 1' 9� 22339 OQ� SHEETNUMBER: F N Asl REVISIONS: 11 IqT� I III I III I a pz o H H �D o OQ p•., O 1111 1 HE oaoo o� o - co JI I LjL o . , 0H 1A W �a PROPOSED WEST ELEVATION o SCALE: 1/4" = 1' A a z zw Q a H 0000 H O N v M i o • � M � Ou O � O X 0 v N � m .4 v 00 a; LnU ++ rN+ 011 Ln W v g .Q jv 7-7 00 - u 0 N „ U U � d E R E D � q 5 R c >A — * ,a �� -1 DRAWN: MH/MS n PROPOSED SOUTH ELEVATION 1' 1 " JOB#E: 114"=1'-0 SCALE: 1 4" = o ,�`r' �- February 07,2018 / F�22 '39 QQ` SHEET NUMBER: F NEW -2 REVISIONS: r — — — — --- — — — — — J ` — — — — — — — — — — — — — — —/— — j— — — — — — — — — — — — — — — — — — I I / I I / 1 I / I / EXISTING BASEMENT i / ; / w B / / / O > p 9'-10" 10�2" 8'-3" g1/" #5 REBAR @12"OC W � - &@FTG.(TYP) C ---------------------------- C i p.., o o � I 6 I I Q 1 , 1 . I 1 I O L #5 REBAR @12"OC / #5 REBAR @12"OC c i &@ FTG. (TYP) / / &@ FTG. (fYP) 00 I ' i I I.� I •� I m IN ------------------------------------------------------ � D � I • I � va .v , v 4 va .o . v 4 va .v I 0 gn) M O ++ V I 1 X O 1 t 4X4 p v 00 \ a 1 POST, I N- U 4 _-- (2)2X6 his.---=- I C•" ,�� 4 � I 5-4" 9'-2" 20'-4" ' ' I i N v A I A tl I I I I I I i t I Q I I I v N W T GARAGE • NI t u N I 1 l e i 1).8"THICK PIOURED CONCRETE FOUNDATION,3000 psi.TOP OF FOUNDATION PLAN O V) FOUNDATION TO MATCH EXISTING(VIF). SCALE: 1/4" = 1' � 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN FOOTING. FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO o i i i REST ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). W ' I ' p I 3).4"CONC.!SLAB,REINFORCED W/6X6 10/10 WELDED WIRE FABRIC OVER 2" S PROJECT NORTH N �1 (MIN)SANID ON 6"GRAVEL.SLOPE TOP OF SLAB TO OVERHEAD DOOR(S) FOR DRAIINAGE,1/8":12"(MIN).NOTCH 2"DOWN AT DOOR OPENINGS. E I 1 I I #5 VERTICILE REBARTO BE INSTALLED AT WALL @ 16"OC,INTO SLAB AND DOOR APRON. V I i l e I I d 1 I I 4).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES 1 I 1 I TO BE IN51rALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS SILL GASKET'. a D 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/1 1'-0"OF CORNERS, ' d `--------------------- ----------------------------------------------'-------------"-- INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TOHAVE A -v" va •v . Iv 4 V.1 •v .s i MINIMUMI 7"IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT TO -------------------------------------------------------------------------------------------- BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. qc 5'-31/211 20'-3" 5'-31/2" G\5'(ER ND R DRAWN: MH/MS 30'-10 * � � SCALE: 1/4"=1'-0'1 U) N JOB#: * February 07,2018 B , � 02 X SHEET NUMBER: 23'' 9 Q' OF W.I G A-3 REVISIONS: EXISTING DECK EX. DINING ROOM EX. LIVING ROOM a a� EX. MASTER BEDROOM a (� Oa � w EXISTING KITCHEN I —0- 6 6 EX. BATH , EX. BEDROOM 1 I I m { ------- ---- e ® 2,_0„ ' 1 I EXISTING `------- --- o w B ' WALK-IN M > 0 • CLOSET Q 9'-10" EXISTING ' FX. PORCH EX. BATH 10 MASTER x 5' 0" 4'-10" BATH --------------- F--� W r) 0 � QH CC oo f (3)2X10 HDR t W/D 1 t EX. MUD ROOM 1 1 1 I 1 � 1 I � 1 EX. BEDROOM EX. BEDROOM 1 1 -------------- ----------------------- 1 1 1 45min FIRE RAT�D T-0" I 1 DOOR PER CODE 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 ZI 1 1 1 1 , = w N v 1 1 -, t 1 1 1 1 1 1 1 t I 'L9 1 1 x �i w -00O •____________________ _' NI 1 1 1 I c � X M � c 1 1 1 �\ N w 1 1 1 M V v o ' ' ' ' ' ' ' ' ' ' ' ' (2)2X10 HDR rL_ O (3)1-3/4X14 ML 0 X o 4 in FIRE „ D R PEI E ODE 9'-41/ 20 -61h _____ __ v m U 1ST. FLOOR PLAN N G 0 A A SCALE: 1/4" = 1' W 3 ,p o W M S N PROJECT NORTH W N � N M M \ E /) GARAGE1. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.Lou ------ ------------ 12��/�-r.EjLjlNQ-------- ------------------� �p 2. EXTERIOR SHEATHING TO BE3/4"THICK FIR CDX PLYWOOD.INSTALL � O j cV GREENBOARD EXTERIOR INSULATION PER OWNER(VIF). WALL LEGEND ' I 3. PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS �t 00 UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK --------------- N STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH --------------+ WALL TO BE REMOVED SIDE FOR MICROLAM HEADERS. L I EXISTING WALL 4. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, M ; ; 3: FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. NEW WALL ' ' o PER CODE. V 1 1 M V X i N 5. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE NOTE. APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL -N HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. [INT.:2X4=4-1/2",2X6=6-1/2",EXT.:2X4=4-",2X6 = 6"] `— 6. INSTALL 5/8"TYPE-X FIRE RATED SHEETROCK ON WALLS AND CEILING. DIMENSIONS OF NEW WALLS ARE FROM STUDS ' ' I DOOR UNDER STAIR AND TO HOUSE TO BE 45min. FIRE RATED WITH [EXT./INT.:2X4= 3-1/2",2X6= 5-1/2"] STEEL JAMB AND SELF-CLOSING HINGES. t (2)1-3/4X20 ML w/1"STEEL HEADER 1 20'-0" .\C> C, 15'-5" 15'-5" 4� �� C, >A i y �() DRAWN: MH/MS 30'-10" * SCALE: 1/4"=1'-0" _ N �" ='' r � JOB#: O February 07,2018 � 339 Q- SHEET NUMBER: B I OF NEW'�O A-4 REVISIONS: --------------- '^ ------------- _ 1 ---------------------------------------------------------------------'. I l I 1 11 I , I 1 1 1 11 11 I 1 , 1 I I 1 1 1 I 1 1 I 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 t I 1 1 1 II 11 1 I 1 1 1 1 1 1 1 1 1 1 1I 1I 1 1 I 1 1 1 1 1 I 1 1 t 1 1 1 1 1 1 1 1 1 1 I t 11 II 11 11 1 1 1 1 1 1 1 1 1 1 1 t 1 I 1 t 11 11 1 1 1 1 1 1 I 1 1 I I I 1 1 I 1 1 1 1 I II 11 O 11 It W 1 I I 1 1 1 1 1 ^ 1 1 11 T/1 1 1 1 t 1 1 1 1 11 II 1 1 1 1 1 1 1 1 1 1 1 1 11 11 11 11 1 1 1 1 i 1 1 1 II 11 II 11 11 1 1 1 , 1 1 11 ll II 11 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 It 11 11 11 11 11 11 11 11 tl 11 11 11 11 11 11 1 1 I 1 1 1 1 11 1 11 11 1 1 1 1 1 1 1 1 1 1 1 11 1 1 11 1 1 1 1 1 B , 11 , I 11 II W 1 1 1 1 1 , 11 30'-10" 1 1 1 , tl O 50 2'925P-839 251-8ff T '� 14 -3" ' 1 1 1 , I1 W C r 1 I , 1 U DECK 5/4"DECKING ON ACQ SLEEPERS LAYOVER EXISTING ROOF OVER EPDM,FLASHED.EPDM TO TIE INTO ADDITION. ATTACH TO 3/4"T&G EXT.SHTG. Q DECK TO LAYOVER ROOF 1 ' 00 ' ON 2X10 TAPERED JOISTS.ALL ';3 w/2X ACQ SLEEPERS 1 ; 1 I 00 POSTS TO BE FLASHED.INSTALL EPDM,FLASHING AT NEW CABLE RAILING PER OWNER. ROOF INTERSECTION FWG3061IS-60611R IR 1 1 1 1 1 17a 1 4 LI (3)2X10 DF#2 HDR : I 1 1 1 ' ( MER D ' - ' I 1 1 1 1215" 1 1 1 1 t- t 1 1 1 1 1 r- 1 DN 1 1 1 1 1 1 1 1 I 0 1 I I 1 1 1 1 1 1 1 1 1 ,•t 1 1 1 1 1 1 1 1 1 1 I ' N 3'h HALF WALL 'N = N a p 1 1 \ x00 M ' I 1 N M (U N I I '•I � �( � ^ U F 1 0 m^ 1 1 2'-4" P7 t1 (D 10'-4" Ti LLn v x 1 1 41 00 Co 00 14 A �AEDIA ROOM : A, ,CATHEDRAL CEILING i 14-4 , = 2ND. FLOOR PLAN 44 v�I " 1 M LL LL N SCALE: 1/4" = 1' N o W p I 1 p � 1 1 0, i~ x 1 ' x N 1 1 N I 1 GS+N M I 1 M PROJECT NORTHCD 1 IN ('+ 1 1. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. 1 1 00 � ;2. 3/4"ADVANTECH SUBFLOOR V 1 I O 13. EXTERIOR SHEATHING TO BE 3/4"THICK FIR CDX PLYWOOD.INSTALL WALL LEGEND ' 1 1' GREENBOARD EXTERIOR INSULATION PER OWNER(VIF). � I 1 _ 4. PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS �______________, WALL TO BE REMOVED rn rn N t 1 N, UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK o� u ' ' LL N STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH EXISTING WALL N 00 1 1 Co v SIDE FOR MICROLAM HEADERS. [•r x : : x N N - 5. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS NEW WALL Q� ' M \ (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. NOTE: DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL U LAI t6. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE [INT.:2X4=4-1/2",2X6 =6-1/2",EXT.:2X4=4-",2X6 =6"] (13)1-3/4X11-7/8 ML HDR APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING x HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. DIMENSIONS OF NEW WALLS ARE FROM STUDS ��+ 2-TW3046 7. INSTALL SMOKE/CO DETECTORS PER CODE. I [EXT./INT.:2X4= 3-1/2",2X6 =5-1/2"] 15'-5" 15'-5" 30'-10" AK G\�-�EREDq� \keV IN B ) .:;1i� DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: �—'D February 07,2018 SHEET NUMBER: GFNEW� A-5 f REVISIONS: ___ _-------- '-------- -------- --- --- <--- - -------- --- --- -_______ -___-_-f---=-- -------- -------- -___--_- -_______ '-_- / Y a / O / II 1"4' / i B I'I 1 1 MU �-� 00 00 _ / / t C -------------------------------- Ci 0 jDECK i ; RR @16"OC i AREA: SQ.FT. , N I AREA: SQ.FT. 100%RUNOFF:2"/HR: I I 100°h RUNOFF:2"/HR: I 13.8 CU.FT. I 4.0 CU.FT. '----------- ------------T--------- -------------------_ ' i Cf) ' v O m v O 1 1 ¢, u ' ' ' ' ---- ---7--- ^--- ---- --- ----<--- ---- --- ---- --_ --- --- ---- -_ I X O --- - --<--- ---- --- ---- -------- -------- --- - ---- --- ---- --- ' I m w � x t y m +u• p opo .. \ ' X ' I Ln U ++ 1 12 1 12 � o C ICZ 1 12 �n 1 N 0 v � � J RR @16" ; � � OC W 1. INSTALL COLLAR TIES UNDER RIDGE AT 16"O.C.(SEE SECTION A-A) i lA ' 1 1 V 1 2. ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. I i GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. 1 oC 1 E ' I g w g 3. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, W i AREA:532.62 me 100%RUNOFF::2"/HFT. w 1 1 LL' AREA:532.6 SQ.FT. 1 ; FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. H � R: ' 1 90.000.FT. 1 m 1 O 100%RUNOFF:2"/HR: ; PER CODE. Q' i } } 90.0 CU.FT. ' 1� 1 1 i i 4. APPLY 3/4"THICK FIR CDX SHEATHING OVER ROOF FRAME. O N N ' 5. APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND (n 1 1 1 i DIRECTLY TO THE DECK ALONG EAVES. ; ; I x ( ; ; 6. USE ICE&WATER BARRIER UNDERLAYMENT. ROOF PLAN 7. ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS i ^11 N I m ' WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. SCALE. 1/4 = 11 I 1/2X10 I RR @16"OC S. DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING W ' I MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. I ; 12 12 UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE SN NORTH 1 I WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS N 6 1 12 1 ; COMPLETE. V) 17i I ; i 9. INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. E \� USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. I 1 1 USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. I I i 10. VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT S-400 ' AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA 1 1 i RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. -- ------ ------ ------------------- -------------------------------------------J CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO - -------------------------------{------------ -------------}------------------------------- CONCEAL VENT. �,��pF_D ARc 11. GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. IN V IN S /y —A DRAWN: MH/MS * 1 N SCALE: 1/4"=1'-0" * JOB#: N� C February 07,2018 BO? �9 y0 SHEET NUMBER: A.-6 REVISIONS: 1.3/4X14 - - - - - - - - - - - - - - - - - - - ML RIDGE 12 2X4 @ 16"OC 12 2X12 LAYOVER PLATE(TYP) (3)1-3/4X14 ML w/(2)3/4"STEEL 2X6 16"OC 12G Q�Z�tiGd,60 �XIo�F#2R ��O @161O c i I �— N ' p 00 3'h HALF WALL I � N 1 11 "' 3/4"SUBFLOOR •_ J w H E� 3'X3'DECO __J 14"TJ1560 WOOD-1 F1 @16"OC -- v U BRACKET �__J H....� CW/� CW/1 45min FIRE RATED `--J DOOR w/STEEL JAMB, NFR ME ME --�-- SC HINGES(TYP) 5/8"TYPE-X FIRE RATED J N SHEETROCK ON WALLS &CEILING --p 2X6 ACQ SILL PLATE -_ TERMITE SHIELD SILL SEAL(TYP) 4 a W 4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC �• O OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO 8"PC WALL OVERHEAD DOOR(S)FOR DRAINAGE,1/8":12"(MIN).NOTCH 2" DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE O INSTALLED AT WALL @ 16"OC,INTO SLAB AND DOOR APRON. 16"X8"CONC.FTG. SECTION A-A. A W (2)#5 REBAR SCALE. 1/4" = 1' a z a U H00W � Q H oc Q-i o H 1-3/4X14 ML RIDGE 2X10 DF#2 RR -FL 16"OC (3)1-3/4X14 ML w/(2) 3/4"STEEL RIDGE 2X6 J 1 'OC N 0�J i m m x u O � O X O Xi DF#2 R u 16"OC v °r - - - - 4 � f O W O (� 3'h STAIR WALL Cn 3'h CABLE I RAILING C14 WALL AT ROOF W INTERSECTION, 3/4"EXT.SHT. 3/4"SUBFLOOR LA 2X ACQ,6"OC 2X10 @16"OC -------- 14"TJ1560 WOOD-1 FJ @16"OC O 5/4 DECKING ---- ----; - - ' (3)1-3/4X14 ' ML FLUSH BEAM - 5/8"TYPE-X FIRE RATED SHEETROCK ON WALLS AND CEILING 1 V ----- - N S rYi 45min FIRE RATED DOOR w/STEEL JAMB, ----- - SC HINGES(TYP) ----- LNDG. ED 8"PC WALL '.• 4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC . p � OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO Y DRAWN: MH/MS OVERHEAD DOORS)FOR DRAINAGE,1/8":12"(MIN).NOTCH 2" �SECTION B-B. DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE — - - — I N * SCALE: 1/4"=1'-0" i 16"X8"CONC..FTG. INSTALLED AT WALL @ 16"OC,INTO SLAB AND DOOR APRON. cp _ JOB#: SCALE. 1/4�� = 1� (2)#5 REBAR -9 Q223 �- February N 2018 ��C .( SHEET NUMBER: OF NE A-7 REVISIONS: CARRY ROOF LINE UP TO MEET DECK WALL.ATTACH TO 3'h RAILING 2X12 LAYOVER PLATE Q 3/4"EXT.SHT. �k.9 X76"O EPDM C 2X ACQ,16"OC 5/4 DECKING F2XIO2 @16"OC TAPER TO 7-1/4" EXISTING ROOF2X12 LAYOVERPLATE P STUD WALL TO E-X FIRE RATED DECK 1 SHEETROCK ON WALLS F-+ AND CEILING W x 873 aoo U I EXISTING EXISTING U pa w H H uO a• � U 4"CONC.SLAB O 8"PC WALL C, REINFORCED SECTION C—C . o a 16"X8"CONC. FTG. SCALE: 1/4" = V (2)#5 REBAR Q V 1 W O � o'' Q r3 W (i1 I I ri 24"OC 4 V �+- F---1 W U • / 4" O • / • O. 4" • • • s • '� W 01, H #10 STAINLESS STEEL I I ( ' / 1l / I I 3 1 1/2 11/4 1 OR GALVANIZED • 1 • / ` ) 7 •• I / • I J • ( \ ( WOOD SCREWS W/ On ' ` \' I ' \ • ' I I • I I I I f • I • WASHERS @ 12"O.C. I II I I I I I IIL lal ( W.C. LAV. 13,. ( II I II lr'oc I ( C. I F.A.I. t ( It ( II I I It I 12"O. 12" Il f 1 ` I • I I I i —3/4"APA PLYWOOD 03 011/4 m y O I 1/2"APA RATED SHEATHING SHEATHING I I \ / I I I I I l C.O. p m v l l / GRADE PLYWOOD t I I I I I I I X O (ALTERNATWIVE:7/16"O.S.B.) lam.) I l I I • I 1 / • I s• I I t 1 • I i 1 / • O c, T 2 U 1/2"APA RATED SHEATHING I _ �+ w • ' I I ' O 1 I I GRADE PLYWOOD t I ( l t1 V I I I I (ALTERNATIVIVE:7/16"O.S.B.) I / l t / l t I ( ' m I I J I I SLOPE" 1/4" PER FOOT PITCH TO DRAIN TO APROVED 00 • I s /I •• I s I • 4"C.I. SEPTIC SYSTEM I O• I I I I 1 I I I I I I TRAP HOUSE A #10 STAINLESS STEEL ' ( ( I 5 e OR GALVANIZED { 2X4 DF#2 WOOD SCREWS W/ ( / STUDS ' ( ' ' I ( � U M O WASHERS @ 12"O.C. ( /f 1.1 • I 1 I WINDOW SILL , , .. , s , PLUMBING SCHEMATIC o W TYPICAL WINDOW OPENING � `—� I (LESS THAN 4'-0X8'-0"OPENING) ( I I #10 STAINLESS STEELOR GALVANIZED ' I ' I I I I WOOD SCREWS W/ N .T.S. ' • ( ( WASHERS @ 12'O.C. wil • • • TYPICAL DOOR OPENING Iv, MULTIPLE PLYWOOD ASSEMBLIES W (LESS THAN 4'-0X8'-0"OPENING) 2-2X4 DP#2 STUDS CONNECTED H TOGETHER WITH STAINLESS STEEL OR GALVINIZED BOILTS W/WASHERS AND NUTS @)2'-0"O.C. V TYPICAL MULTIPLE OPENINGS 0 (MORE THAN 4'-0X8'-0"OPENIING) PRESCRIPTIVE DESIGN PER R402, 2015 IECC: WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL FLOORSPACE R30 49 CEILING N R-VALUE R-VALUE: AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) 2� 'EXCEPTION FLOORS: FENESTRATION C WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" IF FRAMING MEMBER IS R19 U-FACTOR: 0.30 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO TOO SMALL 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. GLAZED ►� 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. SLAB(HEATED) (2'PERIMIETER): R10 FENESTRATION NR HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. SHCR: FRAMED WALL SKYLIGHT R-VALUE: R20 U•FACTOR: 0.55 BASEMENT WALL (CONDITIONED SPACE) 15/19 R-VALUE: \�,�EFtED ARC �O \1 IN Scy ti% 7 �� DRAWN: MH/MS SCALE: 1/4"=1'-0" * N * JOB#: -'' February 07,2018 y� 022'' � SHEET NUMBER: FOf NF_ A-8 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 ENDWALL 9RAFTER CRIPPLE STUD WALL STUD Tj,olo BOTTOM PLATE p RIDGE LEDGER BATHTUB ° HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADSS ANICHOR 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 ILOCATION USP NUMBER 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"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER' 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC WALL STUD pw THROUGH-ROOF EXHAUST a VENTS SELECTED AND METAL STRAP � LOCATED BY CONTRACTOR H CRICKET AT TOP-SIDE OF VENTILATION CHANNEL Q CHIMNEY AS REQUIRED i'-•-1 O RIM BOARD RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN U + , , VENTILATION F-+ 1 SIDEWALL FLASHING WOOD JOIST FOUNDATION ^ TOP PLATE FINISH WALL AND MOISTURE BLOCKING4LEDGER BLOC KING z STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC BARRIER TO LAP FLASHING ; 2x4 SOFFIT JOIST Q AND .ALL WINDOW/DOOR OPENING JACK STUDS AT WALL MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA U BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH (JSP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA S GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. ' �,' � ., SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS 1�jRESISTANT METAL MESH WITH MESH tcONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS �� PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS AC TION 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" 18go. STRAP AND JACK STUDS ,' 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS ,' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLO R WALL � / 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 SHINGLES AT BASE MIN. 4 INC HES THROUGH VENT F•L•� Q W WOOD JOIST x � TOP PLATE GIRDER/HEADER SIDE WALL FLASHING WOODJOIST F� 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD °Q FLOOR JOIST DEPTH( USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SOAS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING .MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER PLATE RT15 TYDOWN ANCHOR CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. / OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS CONNECT OVER OF ROOF ON ALL OPENINGS PLATE WALL SPTH4 STUD PLATE ANCHOR PILATES TO EACH STUD C DBL. SILL PLATE TERMITE SHIELDI SILL GASKET �—- WOOD LOJOS TScn m N Q) o TYP. CONC. FOUNDATION CONC. SLAB NEOPRENE -^� ; p m M 0 v DAMPPROOF EXTERIOR A 6 MIL. POLY GASKET .` 2x6 /2x8 CONTINUOUS WOOD PLATE a, v o V� BOLTED TO STEEL BEAM WITH A° U GRANULAR FILL ° x o EMIL POLY ON EXTERIOR V ` �.� �� 1/2 " DIA. BOLTS ® 48" o.c. STAG. P. a • V STEEL COLUMNcu m . , •� v n _ c ° C I - v 00 ROOF JACK \� �`� ' u n STEEL BEAM A r4 u c CONC. SLAB `� I o �. c ° ANCHOR BOLT EMBEDMENT: � u ° COMPACT FILL POURED CONCRETE: 7" I 4" x 1/4" x 8" STEEL b i I i ti D B3 LOC K WALL: 15" ' + ROOFING LAPS TOP AND BOTTOM PLATE Lo UON m _ KEYWAY FOOTING ° V ^ ° ° d ° FLASHING AT �� WITH 1/2" x 6" ANCHOR BOLT SIDES AND TOPCONC. FTG. 'p USEERS 1/2" GROUT N oANCHOR BOLT CONNECTION (IUSP LBPS58 ORB583) v W>~ v 3" STEEL COLUMN p REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION( 5/8" DIA. ANCHOR BOLT i DRAIN TILE D 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 ENO, W TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC u V SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL O SUB FLOOR � CONC. SLAB � DOOR FRAME 6X6 10/10 GARAGE G JOIST N COMPACT FILL � DOOR � USE 2X8 STEEL BEAM ��' ". FOR BLOCKOUT 4" SLAB P.T. PLATE �I` W/ 6X6 WMM M SLOPE / `� ° 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT ' 1/2" AIR SPACE (WITH A NAILING PLATE IF NEEDED) x AT END AND d' p ° °' s ° . ° o e ----- C Lc Q ES OF WOOD v` D v D ° ° T BE APROX. 1/2" OR HIGHER THAN GRADE ��--�� --�--' �• ;-' BEAMS STEEL BEAM TO ALLOW FOR SHRINKAGE ° ° a s '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) �. 6X6 W.W.M. �e - - e - - ''°e - -•• �, ° =�11 , MW. .n�D nD ^ �t`sa �t', A', • o _��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM O ° I —SUB FLOOR �6 NOTCH EQUALS 1/4 DEPTH OF BEAM �1= D v ° ° �- • n REINFORCING BAR _ . D i REINFORCING BAR �D ° 01ST DRAIN TILE l� - '_' 12„ -I •° d° SHEET METAL / 30# FELT (UNDER BEAM AT POINT � ' a L� n O° � O° ° STEEL BEAM OF CONTACT WITH CONCRETE OR CONC. BLOCK -i i- i �� 1� o•e EDq�C 3" PLATE (BOLTED TO B TYPICAL CONC. MONOLITHIC: FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° A SHIMS TO LEVEL BEAM �G VIN S .�� REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. Cyd A DRAWN: MH/MS ICNA 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT �`, y 0 SCALE: 1/4"=1'-0" *� _•�.�! Its #: BEAM POCKET JOB" February 07,2018 � SHEET NUMBER: �F.NEW_(O A-9 REVISIONS: GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION I 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 When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES CONSTRUCTION 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) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wail connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL,: 3-8d COMMON EACHTO TOP PLATE 10'WALL: 4-8d COMMON JOIST 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 PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 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 CRITERIA CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL 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 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 FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 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 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 ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 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 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 GAURDRAILS ANY DIRECTION 200 (DESIGNED FOR CAT.C) 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 bolt EXPOSURE CATAGORY 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 COMMON PER FACE NAIL W TOP PLATE FOOT SEE NOTE: 1 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 ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE 0 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4 - 16d COMMO JOINTS FACE INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE p 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE l EXTERIOR SHEARWALL CONNECTIONS: STUD TO 2 - 16d COMMON 24" EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FACE a'+ H 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 U STUD O.C. NAIL Sym.: W �D attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION HEADER TO 16" O.C. FACE SEE FLOOR PLANS E"'1 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 16d COMMON SMOKE &CO2 DETECTORS) Cn 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 COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 0 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK U 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2' 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 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 HAZARDS Allowable sidewall 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 connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. JOIST TO: 4- 8d COMMON PER TOE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 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 2 - 8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES W 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 EACH TOE � 5 . Unless otherwise noted, all slabs on rade to be 2500 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. d COMMON 6" O.C. SEE NOTES: 1,3 g p• TO JOIST END NAIL @ @ poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: W p g g' EACH TOE ,� SEE NOTES: 1 ( BOTH FIELDS) BLOCKING TO: 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 COMMONINTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD O �0., anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge 6 maximum lifts (layers). SILL OR TOP PLATE BLOCK NAIL GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4" O.0 8d COMMON 4" O.C. SEE NOTES: 1 3 A along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE @ @ 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one3 - 16d COMMONW attached with the above requirements. TO BEAM JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES a JOIST ON LEDGER PER TOE DECK AND COVERED PORCH NOTES: TO BEAM 3 - 8d COMMON JOIST NAIL U 7). Dampproof exterior of foundation with bituminous coating as required by current 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 Q H the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMONJOIST 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, H BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 0 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES �� g ROOF SHEATHING: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2 dia x 7 long anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High WindNAIL NAIL 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION 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 below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d 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: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5 . A minimum of 10 inch flashin shall be installed between the buildin and led ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD g g g JOINT DESCRIPTION otherwise. Led Ledger to be fastened to buildin with 1/2" dia. bolts with washers and nuts QTY'. SPACING SEE NOTES: i, 3 ( BOTH FIELDS) g g 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. rn °' where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD x Ln 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS ° ro r Bearingwall 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.0 8d COMMON @ 12" O.C. SEE NOTE: 3 �' 0 2 :i~ O g 6). Concrete piers shall be a minimum 6" above grade. O x o % openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL S H EATH I N'G: �" w @ .x openings. Bearin wall window sills shall also have 2 window sill plates for 2x4 wall NOTES '� WU g ( ) P 7). All joists to be supported with hangers ers and anchors. Each Joist shall also be anchored v M openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire 00 to girder(s). pP g JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.°' n r TY'. SPACING o �. and blocking where applicable. Q V M 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathingwithin 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMO WFCM - SBC be used. g q M U m _ anchors where applicable to all connecting joists. PLU M B i N G NOTES 7/16 OSB 3 O.C. EDGE r„ QJ I � 6d COM,MO 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to 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 .0 w Floors to have ceramic the 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<6<, the nail spacings shall be reduced to 6 inches o.c. w WALLBOARD 5d COOILERS 10" O.0 . FIELD on plans. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o- 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: other access openings unless otherwise noted (typical). plates or joists are cut out during installation for any plumbing related work, NAIL NAIL w 3). If wall studs, JOINT DESCRIPTION provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. F ' 8). Dormers running up roof rafters are to be supported by double rafters on either side 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. STRUCTURAL PANELS state code and manufactures recommendation for maximum hole size and spacing permitted. O.C. EDGE 3).INSTALL 1 -Co2 DETECTOR 1N ADDITION TO SMOKE ALARMS PER FLOOR. U HVAC SYSTEM NOTES 1" OR LESS 8d CO,MMO 6"12" O.C. FIELD �T� 0 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists �!■el N OT E.S as required by current NYS Residential Code-FIREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) 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 BIE 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 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-Pty Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructedusin CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: g parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 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 subfloorTO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. r4 shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 1~ adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or allternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 'd over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. DENSITY PER ASTM D 698 AND ASTM D 1557 COMPACT THE 1). All electrical to be installed as per N.Y.S. Residential Construction Code. ( )• 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 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 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. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. RED 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current 5'CE AR 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. �� v►N ti�� approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM �41 r ti� torch down type material over. �j0 -1 DRAWN: MH t MS SCALE: 1/4"=1'-0" 16). All sill plates and wood 5n contact with concrete to be pressure treated. Sill plates to ;_ 'k JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. •' _ February 07,2018 2339 0 SHEET NUMBER: 0 NE`N_( - 1 ® Michael J. Domino, President ��o�SUFFQL4rCO Town Hall Annex John M. Bredemeyer, III, Vice-President �1 54375 Route 25 Glenn Goldsmith H = P.O. Box 1179 A Nicholas Krupski �y • �� Southold, NY 11971 Greg Williams ��l ,� dao Telephone (631) 765-1892 Fax (631) 765-6641 TO: PIPJ Ip Please be advised that your application dated I5-j zol8 has been reviewed by this Board at the regular meeting of O` HAL, sLZo!8 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) 1 St Day of Construction ($50.00) Y2 Constructed ($50.00) 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\!�ust be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ 50,OD �i 132 BY: Michael J. Domino, President Board of Trustees Michael J. Domino, Presiderr + O�Q$tFfO(,� Town Hall Annex John M. Bredemeyer III, Vice-Pre &h ti� y� 54375 Route 25 Glenn Goldsmith C* z P O. Box 1179 A.Nicholas Krupski A Southold,NY 11971 Greg Williams y p! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: 3/)q/)g 3�2� Completed in field by: G. DAVID KRUPNICK requests a Wetland Permit to construct an attached 852sq.ft. two-story garage onto the landward side of existing dwelling. Located: 880 Deep Hole Drive, Mattituck. SCTM# 1000- 115-12-13 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3 Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment ✓ Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: S��C„Qh� 'i�Cv/Ccol I have read & acknowledged the foregoing Trustees comments: Agent/Owner: / A Present were: V J. Bredemeyer 1//M. Domino Goldsmith N. Krupski G. Williams Other Page 1 of 2 Michael J. Domino, Presidei �QStfF01,f�o I Town Hall Annex John M. Bredemeyer 111, Vice-Pre. `_, h�0 GyJ, tiS 54375 Route 25 Glenn Goldsmithy i s P.O Box 1179 A.Nicholas Krupski %�_i A Southold,NY 11971 Greg Williams 'y p! Telephone(631)765-1892 ��l J& �a Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: Completed in Work Session by: DAVID KRUPNICK requests a Wetland Permit to construct an attached 852sq.ft. two-story garage onto the landward side of existing dwelling. Located: 880 Deep Hole Drive, Mattituck. SCTM# 1000- 115-12-13 Ch. 275-12 - STANDARDS FOR ISSUANCE OF PERMIT MET=X or Comment=* A. Adversely affect the wetlands of the Town: B. Cause damage from erosion, turbidity or siltation' C. Cause saltwater intrusion in the fresh water recourses of the Town: D. Adversely affect fish, shellfish or other beneficial marine organisms, aquatic wildlife & vegetation or the natural habitat thereof: E. Increase the danger of flood and storm-tide damage: F. Adversely affect navigation tidal waters or the tidal flow of the tidal waters of the Town: G. Change the course of any channel or the natural movement or flow of any waters: H. Weaken or undermine the lateral support of other lands in the vicinity: I. Otherwise adversely affect the health, safety and general welfare of the people of the Town: J. Adversely affect the aesthetic value of the wetland and adjacent areas: Ch. 111-9 - ISSUANCE OF PERMIT MET=X or Comment=* A. Is reasonable and necessary, considering reasonable alternatives to the proposed activity and the extent to which the proposed activity requires a shoreline location: B. Is not likely to cause a measurable increase in erosion at the proposed site and at other locations: C. Prevents, if possible, or minimizes adverse effects on natural protective features and their functions and protective values, existing erosion protection structures and natural resources: D. :525% Expansion/Calculation Work Session Notes Application Complete SEQRA Classification Confirmed Coordinated Review Y/N Pos/Neg Declaration CAC: LWRP: Additional information on comments/to be discussed/Public Hearing: Date: Completed By: Present: J. Bredemeyer M. Domino G. Goldsmith N. Krupski G. Williams E. Cantrell D. Di Salvo Other Page 2 of 2 NOR .N' 4 lk DL _ I�J•I i. �- - � -.oma. � - - 36 .•.o r 49 - .� V. ti � �•O '��.. �� ' '�,�>R_ `rte �.^�'t 1 e'er /tea s /•' m.. j•� t raV t A RE r u y Y 7 tl- y Ak Ate- �.. - �� .n'-# r xE� � 0 ��,, ,•i�' ,,t•. s -_ +•� � �C>� '!'I�� ,�� 1�.p per:. � v Li I SEE SEC.Np.1.e4 Ro 3 •. �E " ,. .x M'a—CH ---�----- T GREENPOR7 ,x14 33 ° 82 iwc) ''S ' „ 17 Wo a.wd r zw I, -.o 14 7 g!7!gqi4 3].,µc1 ,s<ni=1 xT.uvwEl�vrr'��➢ a6 oL1u�""avlr,rR9Nrm s O13 ^rc1M�` w _ 1�N.cl t TTI m • r r 1 '`U o !� s +° s Mp,�N °"C '• ^ 10 a ^°„ w,r � O7 i 1 z t w t 2SI Qz3 12µc1 G P 13 •• ® 1 tO.+xor soun'U. • T ^ M ] P M1 M 11 P+• s ____ C s. • • a]A 1 xs 13 31114 o „ 32 g 5 m �I eK'i I at.a1,x1N1 Eel w t91l• 92yY ?BA 121{cl 3 •'^ 1)r1/.aeN1e P11a1 2 139 NARTOOM 12333 awc) •0 ^25 �' q ' ,^'?^i m 1mm 1TKA1 +tom,S—AN,i–�� 17- 9.1 25 lµc> 2. \ � 3 1 r '/ g m m P 3• 2 n 1y± 9_x2 F ^ „?� ,t 1) P 31, 3 v m z ^a ti. '0µ ^17z O� 3a1 m?• P 2 3 P zs ^ 3 ?? SUFFOLK $ .I i • ?• 1^ � xx • P P +y{c, �{ ' s < ,vlc) T 15.1µc) '. 5 •+ M x1 • P �MAe 5 ^• - >>N'� b .• 1r b ,ty1Pl i4 V 9.5 2wc) 1 ° 5 1 29 S Pi P,13 `� r .oun,wn O 30A1c) '� i®P T a � � P 15 e P 10rr0 °' +1N.� • ,,� AA 9 p 1 1 3 • • M.wc) FOR PARCEL NO. ' i} 5 ° to m '• ,t P P T ,5 e SEE sec.No. w b a •? .x c 6 .� +o ,g+5 11 +° ]i * 123O1L921 9.1 tl 12 Zt _ ~ +s ,• 13 i„ _ i P,s m ^^P a +xgP a^ ,a ° P In L +3 ^P' w P iP 10., _ m�,,1W\ p ^Y•, ti � a to • P c ^ ++ g .ZI m 1. FOR PCL R0. FOR PARCEL NO. tz + 1m+t+1 ,� a.,µq SEE SEC.NO. SEE SEC.NO. ` 11501-002, 11 2a FOR PCL NO f 1 ,p, p 13 1 E C. '� 12µq SEE sec.NO. ! • 5 5 T 9 B Q ” lzswoze 'D' 1 1 +• r• +,!cl " _--�--- -----�---- —z,1NE WTGI ----_�--_-- LJNE n ay3 " m + +tAl Wia1 u1E 'L• � by r � +em eH.Ec lnm IMTCN SFE SEc No.1D Qn ,e �e 15 1• 13 11 � ej,fc HOLE 1Doa® NOTICE COUNTY OF SUFFOLK © x 10T p° soun,OLo sEc,wN No L ,..• _� —�— �z1) --O-- --�-- u�Arb..kL�R ti Rea 115 v 1S E......� M---- -- -- -- - -- -- `a .•NN.. E �."rou.a...,N.,,,o, M 115 A rmcr xo O P, ,a PROPERTY MAP m1AemloNeAy m.NN OFFICE LOCATION: �O'�'V so�jyOl MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY rT97:1 (cor Main Rd. &Youngs Ave.) G Q S • �O Telephone:.631 ?65-1938 Southold, NY 11971 Fax: 631 765-3136 COU�, LOCAL WATERFRONT-REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: March 15, 2018 Re- LWRP Coastal Consistency Review for DAVID KRUPNICK SCTM# 1000-115-12-13 DAVID KRUPNICK requests a Wetland Permit to construct an attached 852sq.ft. two-story garage onto the landward side of existing dwelling. Located: 880 Deep Hole Drive, Mattituck. SCTM# 1000-115-12-13 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action Cc: Damon Hagan, Assistant Town Attorney , i �gpFFO�,� Peter Young,Chairman Town Hall,53095 Main Rd. Lauren Standish,Secretary P O Box 1179 i Southold,NY 11971 y'�►O1 ��O! Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., March 14, 2018 the following recommendation was made: Moved by James Abbott, seconded by Peter Young, it was RESOLVED to NOT SUPPORT the application of DAVID KRUPNICK to construct an attached garage with second floor recreation room. Located: 880 Deep Hole Drive, Mattituck. SCTM#115-12-13 Inspected by: James Abbott, Peter Young The CAC does Not Support the application because the proposed structure does not meet the required setbacks. Vote of Council: Ayes: All Motion Carried Ja,ncs C Kni; TrUSLCC in-Shold Nc,- York 11971 0959 Da,e Bergen TCUSLCe lephone (631) 765-1892 Clia-ries J Sanders. TrUsLce J '2- 17 Fa-,c (631) 765-6641 BOAIZ-&-OF TOWN TRUSTEESD EVA �U I'VE) TOWN OF SO UTHO LD To Southold-Town Building Department FEB 2 3 2018 Re-- Verification of Building Department Permit Requirements TOWN OF SOUIHOILD SCtmff- Property Owner Name: 2.23 . 8 Date Sent to Bldg- Dept-: The Office of the Board of Trustees is forwarding the above referenced appficaUop for verification of the Building DepartCnent7s permitting requirements stated befovr- YE NO Will the proposed project require a Building PerrniL? Will the proposed project require a variance determination from the Zoning Board of Appeals? Will any-part of this application be considered as Demolition as 'described under Town Code? COMMENTS: Date SiMat6re-JIC Reviewer r ' Q�•SUI• - �. Michael J.Domino,President Town Hall Annex 0� . y� 54375 Route 25 John M.Bredemeyer III,Vice-President y •�: •�_ � P.O.Box 1179 Charles J.SandersN ; Southold,New York 11971 Glenn Goldsmith G M:��J' Telephone(631) 765-1892 A. Nicholas Krupsld Fax(631) 765-6641 ouk .iV BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD -� This Section For Office Use Only g �LCoastal Erosion Permit Application Wetland Permit Application -:Administrative Permit Amendment/Transfer/Extension Received Application: 2 ISS�g r, n 11 Received Fee: $-250,VO Completed Application: Incomplete: FEB 1 5, 1018 2018 SEQRA Classificafiori: Type I_ Type II Unlisted Lead Agency Determination: s Coordination:(date sent): — 3, �LWRP Consistency Assessment Form Sent: Bowl CAC Referral Sent:.. Date of Inspection: : Receipt of CAC Report: - Technical Review: Public Hearing Held: _ ' _ L rM Resolution: - s Legal Name of Property Owner(s)" Id Y- n 11 ;� Mailing Address: v I. �- haki Phone Number: _Hq b D a � LL -� Suffolk County Tax Map Number: 1000- Property Location: .. I I V �- 1 v l(�1�-- (If necessary, provide LILCO Pole#,distance to cross streets, and location) AGENT(If applicable): Mailing Address:..-_-- -- _ Phone Number: - -_ - - -- 1 U Board of Trustees Application GENERAL DATA Land Area(in square feet): ..- Area Zoning:- Previous use of property:. L( _._ _. _ Intended use of property:. 1P �IJL''l�/ �-I _ Covenants and Restrictions on property? Yes No t 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 _ No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? ------ Yes'Yes' _ No Does the structure(s)on property have a valid Certificate of Occupancy? Yes No Prior permits/approvals for site improvements: g y A enc Date " ►'ao�'T►'u� Seriola( 3 18'(/ 5 `pcyw_ir>L_ I No prior permits/approvals for site improvements. Has any pennit/approval ever been revoked or suspended by a governmental agency?No Yes If yes,provide explanation: Project Description(use attachments if necessary)-:. Nfw AAM _- 17 f Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: - Area of wetlands on lot: - square feet Percent coverage of Closest distance between nearest existing structure and upland edge of wetlands:. �_� feet Closest distance between nearest proposed structure and upland edge of wetlands:45 feet Does the project involve excavation or filling? No Yes If yes, how much material will be excavated? 5 cubic yards How much material will be filled?. _-02 cubic yards Depth-of which material will be removed or deposited:. . _feet Proposed slope throughout the area of operations: K 10 Manner in in which material will be removed or deposited: . . 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): 61Z20 Appendix B Short Environmental Assessment Form .Instructions for_fompleting Part I'-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 l based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I -Project and Sponsor.Information I Name of Action or Project: -- - �Cr ._ .. 't� _ ;_ ._. - g� tar, Project Location(describe,and at ch a location map):= Brief Description of Proposed Action: ►cowl . -_ \ -Name of Applicant or'Sponsor: " - � Telephone: —� - - < E-Mail; - Y I e _ ---__. _ Address: w Stat :; Zip Code: 1.Does the proposed action only'involve the legislative adoption of a plan,local law,ordinanc ; N6' °YES administrative rule,or regulation? - If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that 'a' 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: - a, 3.a.Total ac�eage`'of the site of the proposed action? cres b.Total acreage to be physically disturbed? acres c.Total acreage(project site and any contiguous properties)owned t' or controlled by the applicant or project sponsor? Q•�1 g�acres 4. Check'all land uses-that-occur--on",adjoining and near the proposed action. ❑Urban El Rural(non-agriculture) []Industrial ❑Commercial KResidential(suburban) ❑Forest ❑Agriculture El Aquatic ❑Other(specify);. ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? 6 is the proposed action consistent with the predominant character of the existing built or natural NO_ YES_ landscape? 4711 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? F1 c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? RJ` 9,Does the proposed action meet of 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 conneci to an existing public%private wa-ter'supply? NO YES If No,describe method for providing potable water:- 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater.treatment: El 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b. Is the proposed action located in an archeological sensitive area? ®` ' 13.a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? K 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 El Forest ❑Agricultural/grasslands ❑Early mid-successional Wetland ❑Urban ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats, listed IVO YES by the State or Federal government as threatened or endangered? D 16.is the project site located in the 100 year flood plain? NO YES, 17 Will the proposed action create storm water discharge,either from point or non-point sources? _NO _ YES.,t • If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO. []YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: El No DYES Page 2 of 4 � . ` | ! � V NO VES' fs boes'the--pr-opos-ed action include construction or other activities that res in the ir��undment o water or other liquids(e.g.retention pond,waste lagoon,dam)? IFYes,explain purpose and size: 19. Has the site of the proposed action or an adjoining properly been the location of an active or closed .�NO �YES.j solid waste management facility? If Yes,describe- 20.Has the site of the proposed action or an adjoining property been the subject of rimediation(ongoing or NO YES completed)for hazardous waste? � I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACcURATE TO THE BEST OF MY KNOWLEDGE Applicant/spons Date:.. i If Yes,describe � | � ` > Part J'Impact Assessment. The Lead Agency is responsible for the completion o[Part 2. Answer all o[the�following � questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or � otherwise available mthe reviewer When answering the questions the reviewer should boguided bythe concept"Have my ' responses been reasonable considering the s6ale and context of the proposed action?" -No,or Moderate', ! � small to large impact impact may may occur) occur L. Will the Oroposed—actio-n create a material-conflict -with an adopted-l'an'd use-p I A ni or zo n i n g regulations? F1 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 'Ell 5. WiiI the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? F-1 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, arphitectural or aesthetic resources? Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? � x , Page 3of4 / . ' No,or Moderate small to large . impact impact may may occur occur 10 Will the proposed action result in an increase in the potential for erosion,flooding or drainage - problems? IL Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element•of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be signif cant. 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. i t z aCheck 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. EJCheck 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 'mpacts. I Town of Southold-Board of Trustees _ . . ---- Nal(e of ead'A4 ncy, ' `� ®-'i-► h/O President Print or Type Nam of Responsible cerin Lead Agency Title of Responsible Officer— Sygnature of Responsib 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 PERMITS)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. Signature of Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS k DAY OF 20-ONtEGA NOTA' ±' =SiTATEOFiVEVVYORK � Registratioril No.01N' 65822 -10 commiswet8 i 6ber 16,2021 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM ' A Tkie Town df Soritfiold's Code of Ethics orohibii 'col.M.,ts of interesCori'thi nart'oftowrt officers and'emnlovees-7`he.ouroosc:of � rhic;fo is>tq provide°infgrination:w,hii li cant of serest and_allow:rt.to.take:whatever acUot►�s° necessary to Uo_id'same: '/ YOUR NAME. 1\I,�� f 1� (lily Ff V (Last name,first name,jpiddle mrtra},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.) l NAME OF APPLICATION: (Check all that apply.) Tax grievance ---- Building Variance - - Trustee Change of Zone Coastal Erosion I ... _ Approval of plat Mooring Exemption from plat or official map,;.: __ Planning Other as (If"Other",name the activity.) 4` 1 Do youipeisonally`(orAhrough:your-company„spouse,;s►�iling;:;parent;_or child)have;a-ieliitionshipwith uny_o cet o;°employee 6Fthe Town of Southold Rclauonshrp .includes by blood rrlarriage,or bustncss.rnterest Busmess'iriteres 'inearis:n business, ;y including a partnership;_rn.wfiich_the town'ofcer orcmployee has.even a partial`ownership of(or employnient`aSy)'.a-coipointion g; in wfiich the„,town officer?or•employce owns•more-tltnn:5%aof ilie shares. t 4: YES NO IfY ou 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 itiationship.between yourself(the applici n't%agenitiepresentative)and the town officer or employee.Either check '°tbe.appropriate,line A)through D)and/or describe in the spa-"-' ie-"-' "d The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner ofgreater than'5%o of��►e:sfFi'i -,bf,#i corporate;stock'of.the,applicant. ' (when the applicant is a oarporation); B)the kgal'or beneficial';owner of anyanterestcin a<nod=corporate enGty',(wtiei�'t?ie' applicant i§nota corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP ” Submitted thday of b ` 20 Print Name, Form TS I Michael J.Domino,t,-resident O�QSUfFO(�COG Town Hall Annex John M. Bredemeyer III, Vice-President h� y� 54375 Route 25 Glenn Goldsmith N z P.O Box 1179 A.Nicholas Krupski Southold,NY 11971 Greg Williams 'y ® p� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD J BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of DAVID KRUPNICK COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING _TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FOR AT LEAST SEVEN DAYS PRIOR TO THE PUBLIC HEARING DATE residing at/dba (��t� being duly sworn, depose and say: na That on theX6 day of � - , 201 , I personally posted the property known as by placing the Board of Trustees official poster w ere it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Thursday, April 5, 2018. Dated: (signature) Sworn to before me this day off 46420 /8 / LEO F.WHITE Notary Public,State of New York No.4953778 otar2yvP u commissondSuffolk County !i Expires July 18, yo z PROOF OF MAILING OF NOTICE ATTACK CERTIFIED MAIL RECEIPTS Name: Address: JW /19s STATE OF NEW YORK COUNTY OF�SUFFOLK 41'e— // , residing at O Ut°�P41'e— a)%4 being duly sworn, deposes and says that on the day of /ltt.,,cL�, , 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 there 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 at �� e� ,that said Noti a mailed to each of said persons by CERTIFIED MAJRETURN RECEIPT. Sworn to fore me this Day of 20.Aa t Notary Public Deborah Orlowski NOTARY c Notary Public,State of New Yor!; *' - * No.01OR6280392 Pus Qualified in Suffolk County Commission Expires 05/13/20 a-� Ftm • •CERTIFIEb MAILP RECEIPT U.S. • • ServiceTMOs Ell •. o s. • nly Er ! For delivery info O' r-1 rMation,visit our website afwww.usps.corrill�. a H0V` IF 7 WIPA L .. 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F�rJt` !" �If . 4�•..M. •fi.rtn: Name: f �. n+s'" .' `~ °,:�.• , 4¢Yr,; �v=Trl 4•ky •, 4._• tk Ak• ••..Ji ,' � �,v iY,,'�- �'•yhL: 'WigD..w F,•pK fi a ..i• .iyY19 i,•k l�l'�. ITr � •''a�.+. rv. 4 -2�1!dV'.''• �"vf p,+k. . ��y�' -t t..� �'u��`��•7ftj• Pt��i-YC• gyp ��' ��;iro. �: STATE OF NEW YUK 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 there 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 at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. i Sworn to before me this Day of , 20 i i i Notary Public I PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: STATE OF NEW YORK COUNTY OF SUFFOLK residing at Ci'L being duly sworn,deposes and says that on the day of_�ji1QL� , 20/9:�',--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 there 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 at , that said Noti ere mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. i Sworn to before me this 3 Day of ,g2/L , 20 /,�F Notary Public LEO F.WHITE Notary Public,State of New York No.4953778 Qualified in Suffolk Countv Commission Expires July 98, Z.v z/ NOTICE OF HL'.mARINC NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: DAVID KRUPNICK SUBJECT OF PUBLIC HEARING : For a Wetland Permit to construct an attached 852sq.ft, two-story garage onto the landward side of existing dwelling . Located : 880 Deep Hole Drive, Mattituck. SCTM# 1000-115-12-13 TIME & DATE OF PUBLIC HEARING : Thursday, April 5, 2018 — at or about 5 :OOP. M . If you have an interest in this project, you are invited to view the Town file(s) which are available for inspection prior 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 Po ! Service RECEIPT o . CERTIFIED o r%- D. rnly •.r-:1 For delivery information,visit our website at www.usps.comO. - MATOTF PTV1 A L , US ,E ..---,I. r%- For delivery information,.visit our website at www.usps.com". 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'.'.� J3r•:'L•''by:�7t...i��Y.," s*fn-t'i::", -`�c..,,�^. f' �t�i:-� s,, .--`•%�,r+}:-.-•1 +rr�\rT,.. ,2.'_�iv.. y-: y,... ��'..r.;�-!3;';•i.•a, aC+"'., ti•% .f�'+brt�•rRi rk�5in /`<JQ ��t. ,ax>. x Y. STATE OF NEW YO 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 there 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 at that said Notices were mailed to each of said persons by CERTIFIED MAH,/RETURN RECEIPT. i Sworn to before me this Day of , 20 Notary Public Michael J. Domino,President o 00fFotA, G Town Hall Annex John M. Bredemeyer III,Vice-President � 54375 Route 25 Glenn Goldsmith ti = P.O.Box 1179 A.Nicholas Krupski • Southold,NY 11971 Greg Williams y p! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of DAVID KRUPNICK COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING - TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FOR AT LEAST SEVEN DA YS PRIOR TO THE PUBLIC HEARING DATE I, Is" 1w- G� , residing at/dba 0 r� JET Y4e /0�7 40k , A2 being duly sworn, depose and say: That on the /delay of jZfa,� , 201 d`�, I personally posted the property known as Ale by placing the Board of Trustees official poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wednesday, March 21, 2018. Dated: 3 (signature) Sworn to before me this /7 day ofOA&--�20 IV Notary Public,,,-""..- ss ATE pp''.,,, Debpmh Orlowski NOTARYNotary Public,State of New York * vueuc * No.01OR6280392 Qualified in Suffolk County "EivvoE'� Commission Fxftes05/13/202/ NUTILt U '1= Ht: AK' ING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: DAVID KRUPNICK SUBJECT OF PUBLIC HEARING : For a Wetland Permit to construct an attached 852sq.ft. two-story garage onto the landward side of existing dwelling. Located : 880 Deep Hole Drive, Mattituck. SCTM# 1000-115-12-13 TIME & DATE OF PUBLIC HEARING : Wednesday, March 21, 2018 — 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 for inspection prior to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1.: All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in snaking a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 3 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 bopose& actiori. :will ,.lie. ;evaluated- as to, its: °si siif cant beneficial-and,adverse,effecis upgnthe coastal,,ma vvliicli"includes,all of:Southold,TowO. 4 K 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 suuoortidg-and non= suiioorting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,.itslialI nof'be,undertaken. t '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# 115- PROJECT I� PROJECT NAME. 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) El (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval, license,certification: ` i Nature and extent of action: (MIME i ,Tori Kee.. _r. -. 0 JX �� f Location of action:_ .._�O� .bleep A(P-4 - - ,-►.' lQ/. ,a- - -- -._ _. 19J Site acreage: Present land use: Present zoning classification: Yy5 T LIMk&, 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 ofapplicant G{,V (b) Mailing address:- •.� ! � - (c) Telephone number: Area Code( ;) I�_ �S��D O.___! �t✓C,1_ �� (d) Application number,if any:-.. Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes 0 No - If yes,which state or federal agency?; 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. 0 Yes No Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III.—Policies Pages 3 through 6 for evaluation criteria 0 Yes 0, No 19-Mot Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria 0 Yes :Q No Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria Yes; No'g Not Applicable i 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 0 Yes`El No �1ot Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LW" Section III — Policies Pages 32 through 34 for evaluation criteria. "E, Yes I:] No Not Applicable F T�" .. f 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 `0 No Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the.Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. YeD Not Not Applicable Attach additional sheets if necessary - WOREING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. Yes ❑: No 9 Not Applicable Attach additional sheets if necessary _ ! Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑' No 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 0 Non 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 �a-V_I ( < d TITLE �WM(DATE.