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HomeMy WebLinkAboutTR-10202 Glenn Goldsmith, President �i SO//, Town Hall Annex ��° �a�� 54375 Route 25 A. Nicholas Krupski,Vice President P.O. Box 1179 Eric Sepenoski L Southold, New York 11971 Liz Gillooly Telephone (631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 UNTI BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction '/2 constructed When project complete, call for compliance inspection; • - - —_ -" - --_.gam -- — .- •-- -- — =•u'`a°� � -- -- " .'�."�'.::..- _ �°'�-•'p°4 aee 9e-.A°'•'i "iI�n i- � }4 � \_.�j' Flti 94P•��•+1�. tint A;�}°..�°p':i ''(V" �0'9;4'°a1' f i°9 n°90°.: « ...ri'. � .�._, - t d c°a,i� - y it�° V 'rn•-. __ 4°t .f - ..;oi°4i °4, F{t4 t' �� _T`,t,®i° 40*a _ aq�%kP.A}°°°no.�, . 'en� n• _ -'a fv _ e',�, 1 yd;;.�, qq! o�gF .a4hM� FFg.. ��. �a� ,=3^� F r^��':. .,,�,•. ,r..�. � ^' d •1,�: :;`, .�''.'� '' � � �6',dt:�� •:rte'.: � ll ,rr rrrrq^n ^rc,:,err m¢rri rrr S rr,:G rr e•rcr rrrrc''•arrnrxrrrrrTu:$:,, �"rprr wv. vyrr,- -•n'r�. syrr-, ...Av?• •rgr,•vr, �;�, rr;rpvrnr,y .............rm;^rrh rvp r•' .a .off 1�.:<.f�..,.,b'K4d�.7:....P, _.FY.@3'.•.�..J. .u<.....-.St3.,.,..:....,,1...�`„�.E....e�.�.5`3'.1:...1"..•�`A.,S.,!Y�'ar9.,.,.s:'''.h �iJ`:�JY:r'orf'w"Tqs.XtM..,'#'�:!'�"Z}':S :t�.b.:7.3f t,5::''L�tr..tir,».Nr �• BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD NEW YORK A, PERMIT NO. 10202 DATE: AUGUST 17,2022 ISSUED TO: DKJK FAMILY TRUST PROPERTY ADDRESS: 880 DEEP HOLE DRIVE,MATTITUCK SCTM# 1000-115-12-13 " AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in V a x� accordance with the Resolution of the Board of Trustees adopted at the meeting held on August 17, 2022, and a in consideration of application fee in the sum of$250.00 paid by DKJK Family Trust. and subject to the Terms • and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the 6 following: Wetland Permit to construct an 852sq.ft. attached garage with a second floor recreation allmedia room onto the landward side of existing permitted dwelling; and as s`4 depicted on the site plan prepared by Mark Schwartz & Associates, received on July 1, s' 2022, and stamped approved on August 17, 2022. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year first above written. } co ti :�y �e, •'�!a � a:•-''' of r •"-:4e4 66<'a°.r �:a�d b°::,, ..�d k�a• .".;�4 aeE. _ .� kVse, - eqe."., a 1 f . .ad d' k°. /C ,a 66r,.T d 6,c.•-" .+¢dad9.R1'6�° •.4, °,.r �:�4i 1°°°:.•• r�gadl '664$a•'":c-�. %'�:. %°.:e F' `� �'?-s. •$:::n;. (4+ 7-;._ S::.4eR?•'= ••'� - ..:..n.�;!-'"�� o.;i{'°.. .r..-`'`� .e-t.°.+_..- f''`'` '?zd`•-•...:h_a:.'-..'�:. TERMS AND CONDITIONS The Permittee DKJK Family Trust 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. Glenn Goldsmith,President `y®F so//" Town Hall Annex A. Nicholas Krupski,Vice President ,��� ��® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ® a® Fax(631) 765-6641 00U 11, BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 23, 2002 North Fork Woodworks P.O. Box 1407 Southold, NY 11971 Attn: Rachel Terry RE: DKJK FAMILY TRUST 880 DEEP HOLE DRIVE, MATTITUCK SCTM# 1000-115-12-13 Dear Ms. Terry: The Board of Town Trustees took the following action during its Regular meeting held on Wednesday, August 17, 2022 regarding the above matter: WHEREAS, North Fork Woodworks on behalf of DKJK FAMILY TRUST, applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated July 1, 2022, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the 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 August 17, 2022, at which time all interested persons were given an opportunity to be heard, and, 2 WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that 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 DKJK FAMILY TRUST to construct an 852sq.ft. attached garage with a second floor recreational/media room onto the landward side of existing permitted dwelling; and as depicted on the site plan prepared by Mark Schwartz &Associates, received on July 1, 2022, and stamped approved on August 17, 2022. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, . y Glenn Goldsmith President, Board of Trustees GG/dd _.. ..........._... ......._....................................... ._._.. REVISIONS: N E W S U F F 0 L K AVE LAND NOW OR FORMALLY HAY BAY wl SILT FENCING • r CONSTANCE & PAUL 00 ► r� CONNOR LIMITS OF CLEARING TO BE NO MORE THAN 20' FROM 00 PROPOSED WORK AS EL 4 EL 6 ELS S 87°19'20" E 212.28' EL 10 EL 10 INDICATED ON SITE PLAN 0 ooll -- ------------------ ---------- ------- —�,—__-------- ---____— \ $ 8`dia> 5'deep el b \\ O cyi� DRYWELL \ : 211 CU. FT _ RC1Lij r� Q ' ,,..O- h' 62,9' 43.8' `v), C' --�- 84.1' 55.2' T ON TURF BUFFER \ V _ a a ESC STING G RAD L w ITI CIO DRIVE\.VAY E E P 'O ALTERED �• �t 8'dia, 5'deep H 0 L EDRYWELL 0 22.3 211 CU. FT \ Lu C R E E K 1 EXISTING 8'dia,3'deep \ / \ ( SOIL .. :Y 1 i CN : '} C (''�j� �,,/ i. DRYWELL I I LOCATION _..; ,' ! r t4\ t JT4,J[1 1 �r PORCH 126.6 CU. FT Y - 75.9' ' HOUSE ,. ;.., :. :. .. 59.4 TO NTURF BUFFER DOCK �" . ' '" �` V t C6NCRftE +..t..► W 6 �3.6 .6 t•„ 18.8 , 26.4 � WASHOUTl STEPSO ` %,6 x z 0040.0' IN / w rrl .61 � _... .... ...... ..... ._ ...... __.. ...... Io1 _ CL PROPOSED B A S I ;, �, r— ...,y O~V) 8'dia, 5'deep ) Z W8`dia,3aeep , �4` - 2 STORY . M DRYWELL I DRYWELL � 00 �" ,, 126.6 CU. FT 211 CU. FT I-- � �.�„ � oo � "`n �^ : ; , .2; ; ' 44.0' TQ N N TURF B R n CtARAGE / / �" rn �...: �; ry O ,APPROVED BY 33.3 _.... .. _ ._.. BOARD OF TRUSTEES x`" i ,,� `� ' r TOWN OF SOUTHOLD z cl m r .p' Q� �,, N - -• , --._.. b DTE Ra6usr 17, ZozL► ----------------------------------------I f. --- EL 6 —+ -------______________ ______ �. E L 4 ELS X G H U N 87019'20" VV 187.11 DRIVEWAY AREA: 3440 SQ. FT. ~`` _--- --- -`" AT 100% RUNOFF, 2"/ HR: 575 CU. FT. ,g 1 UNDE�G {JUND PIPE INSTALL: (3) 8'dia., 5'deep DRYWELLS � �' " EC ifE � � TOTAL CAPACITY: 633 CU. FT. (213ea.) fl, 1 u c� -� �c •-. tr >> MAINTAIN 20'min SEPERATION JUL �� . y BETWEEN DRYWELLS AND SEPTIC« - -" �- ow � LAND NOW OR FORMALLY Soi.dhoidrown Beard of Trustees LORRAINE \VENDT SITE DATA. SCTM # 1000-115-12-13 w DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: u r'RC}FiR.'Y: 21,056 ACRES 0.483 ACRES O V) .sRC3L...,s c3:5.c)ftf?A.vCE: 7580.0 SQ.FT. t EY".._`INC,HOUSE: 2304.6 SQ.FT. 11,0% AREA: fXCAVATiON: FILL: F PK:OPOSED ADDITION: 889.2 SQ.FT. 4.2% ADDITION: 34 CU.YD. 22 CU.YD. W5Tt'vC:EA.>;"PORCH: 250.1 SQ,FT. 1.2% SITE PLAN DRYWELLS: 24 CU.YD. 27 CU.YD. (� f;'{IS 1 F z'x%EST DECK: 471.5 SQ, FT 2.3% t!3 SCALE: 1" = 10'-0' i� I TOTAL: 3915.4 SQ,FT. 18.7% V MEETS & BOUNDS ,S,�RED A,yC BY: JOHN EHLERS LAND SURVEYOR DATED: 45-21-2014 v C� ?. DRAWN: MH!;y15 s N * SCALE: 1/4"=1' JOB#: ELEVATIONS REFRENCE N.G.V.D. 1929 DATUM -y� p 33g February 07.2 FLOOD ZONE ANNOTATED FROM F.I.R.M. F NE`��o SHEET 36103CO482H REVISIONS: zz 0 w o Ww o=LipA-, C/) a o , . — - v� ocn DEIF] F] ElEIFI❑ FIF]❑ P4 DEIF] 1:1 F] 1:100 ❑ 0 �o \V\, �, 1E]EI XV.- VZ\ o I--T F-T-T-1 w PROPOSED EAST ELEVATION o o SCALE: 1/4" = V Q w �a V a U w � Q 0 0 0 � M Ou pum) era e-1 � u Ln U v N Q) �o 0 V I V IL A � 000 D - 0000 - ���cor�o e JULool� �.3� �' � � cn - 0000 I I I I IyTiF moo o ... . x opo Srndhold Town Q' Board of Trustees `�" 4F 0000 ���G✓RErLL p ARcy/ E� t y� DRAWN: MH/MS PROPOSED NORTH ELEVATI N `0 SCALE: 1/4"=1'-0" * � N JOB#: SCALE: 1/4" 1 i (n { February 07,2018 = 9TF 0 2 y0�- SHEET NUMBER: 0 F �N REVISIONS: o a pz o o _ o as ' cO a o_ -' a t# ET oaaa O , D - o 0 W PROPOSED WEST ELEVATION o O SCALE: 1/4" = 1' Q U a V CIO 0 N v m �t 0 n v � 00u u co cowLn " U a� v Nw a 00 --- - =----- -- - - - -I — ---- - ----- - - o0 00 - 00 w V I O E � E I V ED] JUL U V Southold Town " Board of Trustees Af C " .A y �-A DRAWN: MH/MS PROPOSED SOUTH ELEVATION ' " �e SCALE: 1/4"=1'-0" i i 1' * i. N * JOB#: SCALE: 1/4" = U' r mai— February 07,2018 '9J 02 1339 �Q' SHEET NUMBER: SOF NE�`l A-2 REVISIONS: I / / I f / I 1 / 1 z l� / EXISTING BASEMENT cn p >1 / / W a U 1042" 8'-3" 81/" #5 REBAR @12"OC W &@ FTG. (TYP) - / // Q H C i - -------------------------- / oc 00 0 #5 REBAR @12"OC #5 REBAR @12/"OC o i &@ FTG.(TYP) &@ FTG. (TYP) O 01 I I 1 1 I00 / Cn m O f I Qm1 t' U 1 I •v v 4 v w r v 4 p .v .v '�-� i.1 i • I v ' No',.., II ` ----------------------------------------- --+-- -----------� s ' v ¢, u ?t 0 u7 u 1 v 04 1 I 1 PI I O \ 1 V 1 OSri I u \ I ---- - X6---'- C i n � 5'_4 a, i » I 5 �`�' a,I o 1 I , i Ln U ° 9'-2" 20'-4" 0 i ' ' ' N v • I O W C i I I I I I I I 1 i GARAGE °� N V N 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.TOP OF FOUNDATION PLAN o p c i i i FOUNDATION TO MATCH EXISTING(VIF). SCALE. 1/4" = 1' 2). FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN FOOTING. a ' FOOTINGS'TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). W 3).4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC OVER 2" S PROJECT NORTH N (MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO OVERHEAD DOOR(S) (- FOR DRAINAGE,1/8":12"(MIN).NOTCH 2"DOWN AT DOOR OPENINGS. E L Q �� PED] #5 VERTICLE REBARTO BE INSTALLED AT WALL @ 16"OC,INTO SLAB AND t ' n DOOR APRON. 'l u 4).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES JUL a 1 ►4 ` TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS SILL GASKET. e Southold Town D i 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/I 1'-0"OF CORNERS, Board of Trustees ' C `--------------------- ---'-"---------------------------------------'----------------- INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TOHAVE A v e •� p a v a �� ; MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO -------------------------------------------------------------------------------------------- BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. 5-31/2" 20'-3" 5'-31/2" \��EE�ED qRC 30'-10" DRAWN: MH/MS * 't N SCALE: 1/4"=1'-0" . * JOB#: N� February 07,2018 B '9j� 0 339 �pQ- SHEET NUMBER: OF NF_ A-3 REVISIONS: EXISTING DECK EX. DINING ROOM EX. LIVING ROOM Q a a EX. MASTER BEDROOM a w O EXISTING KITCHEN o O o O IleEX. BATH `moo , EX. BEDROOM o ----------- 0 ---- -- O 1 w EXISTING ----------" O B , WALK-IN �;+ CLOSET q > nn „ EXISTING U' W W 9o-10 MASTER EX. PORCH EX. BATH p z 5'10" 40-10" BATHuu + --------------- O �....� W CC00 ' (3)2X10 HDR W/D 1 I 1 1 1 1 EX. MUD ROOM 1 c 1 1 � 1 1 0) 1 1 EX. BEDROOM EX. BEDROOM I 1 I 1 ' 45min FIR RAID 3'-0 , ,I ' DOOR PER CODE ft------------------------------ o i ' 1 1 I I 1 1 1 1 I 1 1 1 1 1 1 v - = W N 1 1 1 1 1 1 1 t 1 1 1 J 1 1 1 e uj I 1 ' _________ ' �I I I I 1 1 1 LL-I 1 1 O a '� O `---------- -' NI I I 1 1 I I I 1 1 I I 1 1 �O X fn (y 1 1 1 1 I 1 1 1 1 1 1 1 1 a\ N •F+ I I I I I I 1 1 I 1 1=d, 1 1 V L O v ' ' ' ' ' ' ' -' ' ' (2)2X10 HDR pa M M S i " O (3)1-3/4X14 ML `� X o w i 4 in FIRE ED 'C v 90-41/2" 20'-61/2" D RPE ODE ----- -- P4 I LoU 1ST. FLOOR PLAN CIN CZ N r ; a A A SCALE: 1/4" = 1' W O Ce C W 10 fl It X X S N PROJECT NORTHEON, W M rj v E GARAGE Lo 1. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. u V ;_____ ____________ 12'-11/2_QL►NCz-------- __________________; CD 2. EXTERIOR SHEATHING TO BE3/4"THICK FIR CDX PLYWOOD.INSTALL Q cV GREENBOARD EXTERIORINSULATION PER OWNER(VIF). WALL LEGEND ' 1 3. PROVIDE 3-2XI0 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS 00 UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK -------------- / I �______________, WALL TO BE REMOVED STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH H i + SIDE FOR MICROLAM HEADERS. Ln i i EXISTING WALL 4. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS Q' ce (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 1 EE ''� i F�. r,..� I 1 = 10 FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. NEW WALL D °f= r E- 1 , = PER CODE. 1 I M 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 JUL `� r rYi ' ' \ HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. [INT.:2X4=4-1/2",2X6=6-1/2",EXT.:2X4=42',2X6=6"] 6. INSTALL 5/8"TYPE-X FIRE RATED SHEETROCK ON WALLS AND CEILING. DIMENSIONS OF NEW WALLS ARE FROM STUDS DOOR UNDER STAIR AND TO HOUSE TO BE 45min.FIRE RATED WITH [EXT./INT.:2X4= 3-1/2",2X6 = 5-1/2"] I Southold Town i STEEL JAMB AND SELF-CLOSING HINGES. Board of Trustees 1 (2) 1.3/4X20 ML w/1"STEEL HEADER , 20'-0" 15'-5" 151-5" IN �,;t'�- .•f ; �� DRAWN: MH/MS 30 P-10" SCALE: 1/4"=V-0" JOB#: N February 07,2018 B ,i op 33��GQ- SHEET NUMBER: NE -4 REVISIONS: - '^ ------------- . . . . . 1 --------------------------------------------------------------------- ----------------------------------------------------------------------------------- 1 1 1 1 t 11 11 1 I 1 1 11 1 , 11 „ 11 I , 11 11 11 11 11 11 1 1 1 1 11 11 11 11 11 „ 11 II 11 tl I , 11 11 II 1 � 11 11 11 1 1 1 I 1 1 I 1 1 I 1 I , 1 11 p II II W I I I 1 11 11 ^ • , 1 1 1 1 I I I „ 11 11 11 I , 11 11 11 1 , 11 11 , I 1 , 11 I I 1 1 1 1 1 1 11 11 11 11 11 II 11 11 1 1 I I 1 1 I I 11 I II 11 11 I , I 11 11 11 1 , 11 B "• It , 1 I , 11 V11 30'-10" 11 ,7 15-2 25,-8t' „ 1 1 F-ii 1 1 1 , 1 1 �+ 14'-3" 1 1 �r1 1 II 11 o 1 I , 1 1 V Fxl DECK , I 11 5/4"DECKING ON ACQ SLEEPERS LAYOVER EXISTING ROOF OVER EPDM,FLASHED.EPDM TO J TIE INTO ADDITION. ATTACH TO 3/4"T&G EXT.SHTG. Q DECK TO LAYOVER ROOF ON 2X10 TAPERED JOISTS.ALL w/2X ACQ SLEEPERS POSTS TO BE FLASHED.INSTALL EPDM, FLASHING AT NEW CABLE RAILING PER OWNER. ROOF INTERSECTION � 1 11 FWG3061IS-6061IR � 1 11 (3)2XI0 DF#2 HDR ' ' 1 7+/4 L ( • r 11 i � 1 1 1 1 M ER D ' '1 "F 1215" r— 1 DN 1 1 1 1 1 1 1 1 r 1 1 S ------------------------------------^------------------------- O Q ; 3'h HALF WALL i X m N c E t 1 N (•7 (�7 cu u V N 1 1 I Cn t� 5 ..; S ' ' 0 cry e t +v+ 1 1 2'-4" I 1 O r-' ¢ 1 1 x 0 tnn o vLo Co co P4 bn t � 40 A jv1EDlA ROOM A n5 u � ,CATHEDRAL CEILING i Lo U Cu ce I " 2ND . FLOOR PLAN m , - 0 ; 14-4 i = rn N LL LL N SCALE: 1/4" = V N o W ' x 1 1 X ' 1 X N I 1 N W S N PROJECT NORTH CSI i i N Co E � i 1. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. 1 1 u U 00 ' ' 00 2. 3/4'ADVANTECH SUBFLOOR 1 I 3. EXTERIOR SHEATHING TO BE 3/4"THICK FIR CDX PLYWOOD.INSTALLWALL LEGEND GREENBOARD EXTERIOR INSULATION PER OWNER(VIF). 1 1 o ' ' 4. PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS .--------------, WALL TO BE REMOVED _ ' ' _ ,n UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK o� ro LL ' ' N STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH p ' p ---1 EXISTING WALL EN X 1j SIDE'FOR MICROLAM HEADERS. E.y N N _ 5. INSTALL FIRE BLOCKING, FIRE COLLARS,CAULKING,etc IN CEILINGS i - NEW WALL (" 1 \ (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, t FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. L�1 I I PER CODE. NOTE: DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL @ V _i' 6. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE [INT.:2X4=4-1/2",2X6=6.1/2",EXT.:2X4=4-",2X6=6" (3)1-3/4X11-7/8 ML HDR APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING x lf====� i J� J, HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. DIMENSIONS OF NEW WALLS ARE FROM STUDS N.1 2-TW3046 7. INSTALL SMOKE/CO DETECTORS PER CODE. [ Snott�cld Tow EXT./INT.:2X4= 3-1/2",2X6 =5-1/2" n] Bo,Ard of Trustees 15'-5" 15'-5" <vON Spy * N DRAWN: MH/MS SCALE: 1/4"=1'-0" N.A JOB#: X2210 0 February 07,2018 OF N E4 SHEET NUMBER: A-5 REVISIONS: / --- _-_-_/-__ ________ ________ ___ _ ________ � ____ /___ _______-- _ /--- --_-_-_--_-_-_ --_-_-_--i--_ ---- --- - ___-- -_- 1 ---- --- ----- --- -------- --------_ - - / - - --- - --- --- 11I"'1II / 1 I I , 1 I II i " / i t I I I I , / , I I � F"•Y (moi 00 1 I I 1 I ---- ----------------- ' --------------------------- O RR @16"OC DECK } / FT. I AREA: NO SQ./H 1 , AREA: NO F: FT. 100%RUNOFF:2"/HR: I I o" X 100/ RUNOFF:2"/HR: 13.8 CU.FT. 1 4.0 CU.FT. ' - -1--I-------- O ---- --- - ------ ---`-- -- / �, _____________ ___/ - I I --� --- - --t--- ---- p I I ---- --- ---- --- ---- ----------------- ---- ----'----�--- R-, / ' ' v I G I ' I I 1 ; Ix, I 12 m I .vo 12 •� v� 12 v /2)C10 DF a- 0 W RR @16"OC I I Q I i 1. INSTALL COLLAR TIES UNDER RIDGE AT 16"O.C.(SEE SECTION A-A) A ; 1 I V I ; � 2. ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. ' 1 p , GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. 3. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS ' I ° Lu ° 1 (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, W ' AREA:532.6 SQ.FT. w i Ice ' FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. I ' 100%RUNOFF:2"/HR: `V > AREA:532.6 SQ.FT. I 1 rn 100%RUNOFF:2"/HR: ' PER CODE. ' 1 90.0 CU.FT. O I ^n I O I , F„r 90.0 CU.FT. 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 DIRECTLY TO THE DECK ALONG EAVES. � ROOF PLAN- 7.' 6. USE ICE&WATER BARRIER UNDERLAYMENT.I ; iCE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS SCALE: 1/4" = V H m 2X10 DF/�2 WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. ; I / I ' I ; I RR @16"OCA I 8. DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING W L A I I ; MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. ty. ti�`' �` `�' 12 12 ; ' UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE PROJECT NORTH WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS S N ' I 12 I COMPLETE. tl Qr, I I E 9. INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. 15.E USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT ' I �::LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. Sot.'±1a!r Trn" Y I I " ; USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT 1~±s+e Of T;ustecs " CUTTING INTO SHINGLE SURFACE. I 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 RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. I `------------------------------------------- --------------------------------------- J I CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO REDq -------------------------------- ------------ ------------}------------------------------- CONCEALVENT. �"�� RCy ` s 11. GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. SGV 1N DRAWN: MH/MS r * 1 * SCALE: 1/4"=1'-0" JOB#: February "9� X2339 O� SHEET NUMBER: 7,2018 B SOF NE�y —6 REVISIONS: 1.3/4X14 ML RIDGE 2X4 @ 12 16"OC 2X12 LAYOVER PLATE(fYP) (3) 1-3/4X14 ML w/(2) 3/4"STEEL 2X6 16"OC C @tb O ?ko aF112R� �F#2 R 6 Z,F�O R @�6ry0 C I 12 1 T N O I D o O 00 3'h HALF WALL 1 N 3/4"SUBFLOOR - - - - -- TT 3'X3'DECO _-J 14"T11560 WOOD-1 FJ @16"OC W W BRACKET .-� H--� un cl� ` ` P 45min FIRE RATED 1 IR Fffl—1 ME DOOR w/STEEL JAMB, SC HINGES(1YP) I 5/8"TYPE-X FIRE RATED N SHEETROCK ON WALLS &CEILING `--� �--p -_� HIM 2X6 ACQ SILL PLATE TERMITE SHIELD SILL SEAL MP) Li 4 a 4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC �. OI > 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 INSTALLED AT WALL @ 16"OC,INTO SLAB AND DOOR APRON. SECTION A-A. A 16"X8"CONC.FTG. (2)#5 REBAR SCALE. 1/4" = 1' rr� a z V a U A 0 1-3/014 ML RIDGE 2X10 DF#2 RR 16"OC 11 11 IF 11 11 11 11 11 (3)1-3/4X14 ML w/(2)3/4"STEEL RIDGE 2 6,1 'OC N M a) Ou I �.U X o X1 DF#2 R 16"OC v 1 Ln U 0 in 0w o I 3'h STAIR WALLco O 3'h CABLE _ I RAILING N WALL AT ROOF INTERSECTION 3/4"EXT.SHT. 3/4"SUBFLOOR — - - — EPDM 14"TJ1560 WOOD4 FJ @16"OC u2X ACQ,16"OC 2X10 @16"OC - -----, 5/4 DECKING ---- ----- - - - -. Q _ _ CA ML FLUSH BEAM. - 5/8"TYPE-X FIRE RATED SHEETROCK ON WALLS AND CEILING N rJ��. 1 �t tt tt � V ------ N vl�L: ----- - - Lj 45m1n FIRE RATED a+ DOOR w/STEEL JAMB, ----- Southold down" SC HINGES(TYP) --'-- Board of Tnistces LN DG. Bill fill \ ED qRC' � �Ew1N 8"PC WALL '• 4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC ,• OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO I �� ,�► +( y y RC1 �• OVERHEAD DOOR(S) FOR DRAINAGE,1/8":12"(MIN).NOTCH 2" �, ,r ;<; OVEDRAWN: MH/MS SECTION B-B DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE M . !( !�N SCALE: 1/4"=1'-0" 16"X8"CONC.FTG. INSTALLED AT WALL @ 16-OC,INTO SLAB AND DOOR APRON. JOB#: . - SCALE. 1/4" — 1' (2)#5 REBAR February 07,2018 3*3 ��` SHEET NUMBER: OF NE\� A-7 REVISIONS: CARRY ROOF LINE UP TO MEET DECK WALL.ATTACH TO 3'h RAILING 2X12 LAYOVER PLATE O 3/4"EXT.SHT. 2k8 @Ig„OC I EPDM ' (1) 2X ACQ,16-OC 5/4 DECKING 2X10 DF#2 @16-OC TAPER TO 7-1/4” EXISTING ROOF -- 2X12 LAYOVER PLATE P 5/8"TYPE-X FIRE RATED STUD WALL TO ' (, SHEETROCK ON WALLS DECK AND CEILING Q' FEE] aoo cn X�ISTING EXISTING �J aZ w � a e. 777��� aV 1 U -70 4"CONC.SLAB O 8"PC WALL �, REINFORCED SECTION C—C a 16"X8^'CONI.FTG. SCALE: 1/4" = 1' (2)#5 REBAR Q a TTW� V1 W O 4" 4 W 24"OC F • / / •� 4" • / • •O . 4" • • • • • W ca c. ' I #10 STAINLESS STEEL ' I I I I I I I l I' 1 1/2 OR GALVANIZED • I • 1\ J 3 1 1/4 WOOD SCREWS W • // \ • •• I' ` • I I ( • / rI/ ' 1 I • ( / 1 \ ' oln` • WASHERS @ 12"O.C. I 1 i I b LAV. 1 I TT I 11 I I I I I I f f / 1 f f ' W.C. 13" I I_ II I 12"D.C. 12"DC I I I F.A.I. l i 1z" CD - • I 1 •. I 1 I • N v E i • ` 1 ) I\ cn 3/4"APA PLYWOOD 03 11/4 m m y � i4\ - I SHEATHING X ^, V GRADE PLYWOOD1/2"APA RATED HEATHING I ( I I I I I I ! I I 1 �1 s I I �1 /,• ILO �A M (ALTERNATNNE:7/16"O.S.B.) l I / {lll I • `.• I \ / s I I / Po u l lam.) I I Ill / I I J( T I O 1/2"APA RATED SHEATHING �I I f I 4 _ �+ w 2 v� I I I I I GRADE PLYWOOD /1 I / (1 • I J I 10 ( (ALTERNATNNE;7/16"O.S.B.) I I I I I I I I " " O c, v SLOPE 1/4 PER FOOT PITCH TO DRAIN TO APROVED o 1 I 1 I � / I 0 • � I • f ( •• { � • f � • 4"C.I. SEPTIC SYSTEM � p 1 I TRAP HOUSE #10 STAINLESS STEEL 'I I ( I I I I I 1 W . d I 2X pOR GALVANIZED ' I I / U OOD SCREWfs WASHERS @ 12"OC/ )/ / '•l ( I O/ WINDOW SILL • / • ' •• ' • / ' . CA TYPICAL WINDOW OPENING PLUMBING SCHEMATIC p W II , I l I I I I III (LESS THAN 4'-0X8'-0"OPENING) f #10 STAINLESS STEEL I f I It I I I I I I I I OR GALVANIZED D SCREWS W/ n, ■ ■ • I I • ' I I I I I ( I I i I WASHE S@ 12 D.C. '\YI ■ TYPICAL DOOR OPENING cn MULTIPLE PLYWOOD ASSEMBLIES W (LESS THAN 4'-0X8'-0"OPENING) 2.2X4 DF#2 STUDS COVNECTED TOGETHER WITH STAINL;SS STEEL OR GALVINIZED BOLTS W,WASHES AND NUTS @ 2'-0"D.C. V TYPICAL MULTIPLE OPENINGS O (MORE THAN 4'-0X8'-0"OPENING) 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) �- *EXCEPTION FLOORS: WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" IF FRAMING MEMBER IS Rig FENESTRATION 0.30 U-FACTOR: .f AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TOTOO 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 jUL 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 N HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. SHCR: Southold Town FRAMED WALL SKYLIGHT Board ofTruStres R-VALUE: R20 U-FACTOR: 0.55 ir BASEMENT WALL (CONDITIONED SPACE) 15/19 R-VALUE: \��,�RED•gRC,s, IN s� DRAWN: MH/MS —1 SCALE: 1/4"=1'-0" N * JOB#: February 07,2018 y� 033g Q- SHEET NUMBER: _�O FNS —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 RAFTER CRIPPLE STUD WALL STUD o BOTTOM PLATE o RIDGE BATHTUB HEADER LEDGER DOUBLE JOIST SIDEWALL o RAFTER JACK STUDS FLOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION 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" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / g 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER 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 118go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC WALL STUD THROUGH—ROOF EXHAUST a VENTS SELECTED TED AND LOCATED BY CONTRACTOR METAL STRAP ---------------- CRICKET � Q C RICKET AT TOP—SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED Z RAFTER ' WALL SHEATHING RAFTERS MAINTAIN U SILL PLATE(S) VENTILATION I I ' ' 1 I „ SIDEWALL FLASHING WOOD JOIST FOUNDATION TOP PLATE 11 ' FINISH WALL AND MOISTURE 2 4OLEDGER BLOCKING BARRIER TO LAP FLASHING ; 2x4 SOFFIT JOIST Z STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA O AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF 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 RESISTANT 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 DESCRIP11ON APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" — 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / AC TION 4" — 6" RAFTER RT10 10-3/4" x 18go. 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 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2VD. FLOOR WALL ' ROOFING LAPS BASE FLASHING 4 INCHES V1 RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME W EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING Q O SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT a WOOD JOIST � ol U TOP PLATE GIRDER/HEADER Wr=y SIDE WALL FLASHING I WOOD JOIST 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 oo <� FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND 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 KEEP SHEATHING MIN. '1-1 2 / ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR 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 CONFORM TO SLOPE 8" — 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TOEACH STUD DBL SILL PLATE D TERMITE SHIELD I �— SUBFLOOR N v SILL GASKET WOOD JOISTS cn r. o r NEOPRENE ; p in r^a TYP. CONC. FOUNDATION ^ CONC. SLAB GASKET . 2x6 /2x8 CONTINUOUS WOOD PLATE C, m o ` 6 MIL POLY V ' `O DAMPPROOF EXTERIOR ' BOLTED TO STEEL BEAM WITH Q rr- `� Q 6MIL POLY ON EXTERIOR V GRANULAR FILL ° .` I � ° V '` STEEL COLUMN p , 1/2 " DIA. BOLTS ® 48" o.c. STAG. 4 �, u x ' V CONC. SLAB ° 4 ' ° 4 p r,° ° \ ROOF JAC K ��� �� „ „ STEEL BEAM r° ° A o ,p �r ANCHOR BOLT EMBEDMENT: I1 , ` V f COMPACT FILL ° r BLOCK WALCONCRETE: 15 ,` I � -1 a, 4 x 1/4 x 8" STEEL +� TOP AND BOTTOM PLATE V 4 ° p ~ FLASHING AT ` ' WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING v r. �'p i.• p CONC. FTG. `p Q'p G v' SIDES AND TOP �. 1/2" GROUT N � v ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS 0 0� (USP LB PS58 OR B P583) p � REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I 1 3" STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAILEml� � TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC w WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING u ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC U SLAB—ON—GRADE ROOF JACKS & VENTS DETAIL O r SUB FLOOR CONC. SLAB I DOOR FRAME 6X6 10/10 WWM GARAGE JOIST COMPACT FILL ' DOORUSE 2X8 �— I FOR B LOC KOUT STEEL BEAM Q 4" SLAB 4 - �i P.T. PLATE �I` �` W/ 6X6 WMM ' ° M I SLOPE r r V 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR SPACE < ° 7 1 �• ST(WITH A NAILING PLATE IF NEEDED) AT END AND ES OF WOOD p „ p ° ° °•° e °a ° o e TOBE BEAMTO ALLOW FOR BL OX. 1HIGHER SHRINKAGE, j ULx GRADE ° 4 "'t. ------< BEAMS ° '° D ° D 'o o '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) m ° 4 ° 4 ° 4 12" .p '�•G '4 6X6 W.W.M. ---► ..e —� �.° u �,D :D D _ p p 4 �' °D p I — IST LIE SoGtholdTawn MIN. ,° e ° �'p �'D �'r ° ��\NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM ° '^ r—SUB FLOOR geardofT_rustees • 4 •" REINFORCING BAR o NOTCH EQUALS 1/4 DEPTH OF BEAM �1= ° D �' °° °° I_I 01ST DRAIN TILE I,�---pi • D •� REINFORCING BAR s. a ,,° v ° � ° 12" '° 6i° SHEET METAL / 30# FELT UNDER BEAM AT POINT i n ° ° m STEEL BEAM OF CONTACT WITH CONCRETE OR CONC. BLOCK _I'fi_i i i ��ED o• � 3" PLATE (BOLTED TO C' TYPICAL CONC. MONOLIINIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° ° SHIMS TO LEVEL BEAM pn< (jam 1f1 S� y�j. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. �� DRAWN: MH NIS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT SCALE: 1/4"=1'-0" BEAM POCKET * `.—a¢ N * February 07,2018 X22 39 SHEET NUMBER: , pQ' �OF NEZ4� A-9 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: (J" ENERALNOTES • 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 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 BUILDING USE 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 wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST g Y P g g P P 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: 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 COLLAR TIE AS PER TABLE 3.4 EACH FACE 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 TO RAFTER WFCM - SBC END NAIL 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 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 NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 QTY. SPACING (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 PER FACE NAIL p p p p g P P g� 2 - 16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION Z O 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4- 16d COMMON JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE �I Z �+ Z INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE U attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD O.C. NAZI Sym.: w P g FIRE PROTECTION 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® SEE FLOOR PLANS 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 Z in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION p 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 COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOR FRAMING. LOAD CATEGORY DEPTH TEMP. REQUIRED HAZARDS MPH Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL (MPH) 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES SPACING 2.4.4.2 and 2.2.4 respectively. QTY. 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT To11NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMON PER TOE TO HEAVY MODERATE 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: 4). Any new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2 EACH TOE with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. NOTES W 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 gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 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 BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6" O.C. 8d COMMON 12" O.C. ( BOTH FIELDS) P Y SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL @ @ NOTE: 2 FOR PANEL FIELD �� anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride � 6 maximum lifts (layers). P P g >" along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.0 8d COMMON @ 4" O.C. SEE NOTES: 13 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. 3716d 16d COMMONW W 8x16 cast iron foundation vent for every 150 sq. ft. of area. q TO BEAM JOIST NAIL O z DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES h� 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL H W U 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 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 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 NAIL1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, BAND JOIST TO: o h a o 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. SILL OR TOP PLATE 2 - 16d COMMON0 FOOT SEE NOTE: 1 PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. o FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: 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 Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL 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 o 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD �, otherwise. �, JOINT DESCRIPTION �► � E Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) m m rl g where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. o� NOTE: 2 FOR PANEL FIELD r` E U 4). Unless otherwise noted , all bearingwall headers to be 2 2x10 #2 + BTR. Doug. Fir. GYPSUM 7" O.C. EDGE x0 Lo ( ) WALLBOARD Sd COOLERS 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 P 0 Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. p �- a openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: w , openings,. Bearing wall window sills shall also have (2) window sill plates for 2x4 wallNOTES -6 z U 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored M �, LO E openings between 4'1 and 6'0 and 2x6 wall openings between S'll and 8'9. Provide fire 00 to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED 1N SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING E s~ 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMO AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 2 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC U M anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 6d COMMON' 3" O.C. EDGE be used. N 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 1 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with o w Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM Sd COOLERS 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 10" O.0 . FIELD 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: P g g other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL w JOINT DESCRIPTION 8). Dormers running up roof rafters are to be supported by double rafters on either side 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 1010 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. F' state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. STRUCTURAL PANELS 8d COMMO 6" O.C. EDGE 3).INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. U U 1" OR LESS 12" O.C. FIELD O • 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES under all bearing walls. NOTES• as required by current NYS Residential Code-FIREBLOCKING REQUIRED 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 BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. ENE, N needed. 2 HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. )• Y Y q 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-ply Fir feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 1). Nailing requirements are based e.wall sheathing SOIL COMPACTION: usingparallel rows of studs or staggered E C E __1 p ggered studs. � � U CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on at the panel edge. if wall sheathing U 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. x 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES' P g q REMOVE AND ADD ADDITIONAL FILL AS NEEDED. JULR 94 members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. such as shear plates, shall be used to maintain load path. DENSITY(PER ASTM D 698 AND ASTM D 1557), COMPACT THE 13 . All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipesand ducts at ceiling and floor level,to resist the free passage of Southold Town ) g Board of Trustees ceilings and over furnace to have 5/8"thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. - members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5). to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. ) For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current 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. ED ARC approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 0�5 � JiN SC tii�� torch down type material over. �+ 9 C� DRAWN: MH/MS SCALE: 1/4"=V-0" 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to N yt JOB#: be installed with a foam sill gasket and co -r-tex termite shield or approved equal. N S � February ryo7, 2018 902- 9yO SHEET NUMB ER: 0 - 1A0 -4.Aw, y lA. Jr off `• , �-y� _ � + i ~ :.7:.� {���� .rte Ao At f , r "4 1 n. r y,. �Il A ��g�FFOI,t�o Glenn Goldsmith, President hyo oTown Trustees A Nicholas Krupski, Vice-President H z 54375 Route 25 Eric Sepenoski P.O. Box 1179 Liz Gillooly. *4 aol� Southold, NY 11971 Elizabeth Peeples �l ' ' Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: DKJK FAMILY TRUST c/o NORTH FORK WOODWORKING Please be advised that your application dated July 1, 2022 has been reviewed by this Board at the regular meeting of August 17, 2022 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 18t Day of Construction ($50.00) % Constructed ($50.00) x Final Inspection Fee ($50.00) - Dock Fees ($3.00 per sq. ft.) The Permittee is required to provide evidence.that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ 50.00 BY: Glenn Goldsmith, President Board of Trustees G._._Joldsmith,President S gOF OGy Town Hall Annex A.Nicholas Krupski,Vice President < 54375 Route 25 0 Eric Sepenoski ,?; P.O.Box 1179 Liz Gillooly �y • OZ� Southold,NY 11971 Elizabeth Peeples �Ol �a '` Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: North Fork Woodworks on behalf of DKJK FAMILY TRUST requests a Wetland Permit to construct an 852sq.ft. attached garage with a second floor recreational/media room onto the landward side of existing permitted dwelling. Located: 880 Deep Hole Drive, Mattituck. SCTM# 1000-115-12-13 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples SURVEY Of PROPERTY N SITUATE : MATTITUCK vu � E NEW SUFFOLK AVENUE � � TOWN : SOUTHOLD SU FEOLK COUNTY, NY S WETLAND FLAGS SHOWN THUS P SET BY ENCONSULTANTS SURVEYED 12- 1 1 -2014, UPDATE 02- 14-2018, 04- 10-20 ) 8 �AT EDGE OF VEGETATED WETLAND5 ON 08-OG-2018 UPDATE 08- 15-2018, 08- 17-2018, 10-30-2018 JELEVATIONS REFERENCE NAVD 1988 DATUM PROPOSED GARAGE 01 -02-2019 REVI5ED 01 -30-2019, 02- 18-2019, 02-2G-201 9.07- 1 1 -2019 FEMA FLOOD ZONES A5 SHOWN ON PANEL 36103C0482H cV HD FINAL 12-01 -2020 LAND NOW OR FORMERLY OF: F CONSTANCE A. CONNOR 5UFFOLK COUNTY TAX # o I PAULJ. COL a a a OR 1000 - ! 1 5 - 1 2 - 13 PUBLIC WATER CERTIFIED T0= 0 ` \ 0 I 11 100'WETLANDS SETBACK TTC9 a- David Krupnick �o�\\ \\ \\ w 2 -a `t Lowell T. Blumenthal `P�o\ \ o°� Bank of America. N.A. °�\ moo\ /N\\ r\y 3 �l OUT - - 1 1 FE. I• S WATER First American Title Insurance Company �\ o\ 5 y Z�� , NI SHOWER C 1500 ETER Advantage Title Agency,Inc. ��\\ \(S-) �0- o� r➢n ' _ tCHIM.AC AC I I GAL. ST � \\ \ .�) ,O W ,4 ry-�, B V J SEPTIC LOCATION a� 4 1YVRL I ' A*A SEWER AND DRAIN b O MAINTENANCE, W N I 6��9 I _ U ABANDONED a) _ INC. D 4 WI �\ W . ' I`I ° ,�, I " co Q LP O OUTLET SIDE OF SEPTIC TANK 11—/ 3j \ y n _ I A=3G.G' \\ I \ G oti } 62.3, A > LP LP � >, ' o in o fL o Cn N \ I ?- t: [ °0 O C/O a `� I B= 17' k - - -— "I— — _ _ - O= FRAI Iff P W «) 19T1 — \ — to — JUL ') 2022 O BENCH ,v` 'STEP CAPE G pE L LU _'T STO LP J O ACESS COVER OF DIST. POOL Q DOCK , ��o B \ g 2 2A=46' Y REi�ovEbB H.T.❑ 1a.8' O 28=51 .G' SouttroldTo= U BASIN \\ Io 6 W \SELL 1 _ 1:Board of Trustees Q ju W ABANi�ONED 1 I Iw 7 ® 40.2WAY ` 8.0 ' GRAVEL DRIVEO _w �� 55 U--1 LU 0 Q I O I / rVf m UN ERGROUND —n ' �o I �L I\ HD REFERENCE NUMBER: RI 0-19-0049 p I � �/ SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL 0 DRAIN PIPE 4V \ I v V 187. 1 1 1 I / O L 0 100 WETLANDS SETBACK8 I / I ( z LAND NOW OR FOR OF: I LORRAINE WENDT I I DWELLING fo PUBLIC WATER I I � I I O NOTES: "Unauthorized alteration or addition to a survey map bearing a licensed land surveyors seal is a MONUMENT FOUND violation of section ed l sub—division 2, of the _ New York State Education Law, -y WOOD FENCE JOHN C. E H L E RS LAND SURVEYOR p�,��O� "Only copies from the original of this survey t' 9, PROPERTY ZONE R-40 marked with aoriginal of the land surveyor's _ stamped seal shall be considered to be valid true copies" G EAST MAIN STREET N.Y.S. LIG. NO. 50202 "Certifications indicated hereon signify that this t�f'•{`'�. c` Q survey was prepared in accordance with the ex— Area = 2 1056 S Ft. RIVERHEAD, N.Y. 1190 I 369-8288 Fax 3G9-8287 fisting Code of Practice far Land Surveys adopted r,C) �' by the New York State Association of Professional mitis Area = 0.483 Acres Land Surveyors. Said certifications shall run only U Q2Q GRAPHIC SCALE I 30' jesurvey@optonllne.net to the person for wham the survey Is prepared, X. F� { and on his behalf to the title company. governmen— t L.qN� .�W ._ lal agency and lending institution listed hereon, and o the assignees of the lending institution. Certlfca- 14-134 tions are not transferable to additional institutions NEW SUFFOLK AVE D E C E I V E LAND NOW OR FORMALLY HAY BAY w/SILT FENCING \\\,7CONSfANCE&PAUL 0 m CONNOR UMI SOFCLEARINGTOBE NO MORE THAN 20 FROM FjTU m12022A S 87'19'20"E 212.28' PROPOSED WORK AS EL 4 EL 6 EL 8 EL 10 EL 10 INDICATED SITE PIAN 0 uthold Town Ell /—\ e'&a 5'deep Bard of Trustees f-'J�.•-, el 6 T )• DRYWELL FT OFfl',-I 11 / RpFR 62.9` 64.1' 43.8' / pO c" m;;1. 55.2'TCS(JON TAJRF BUFFER _ T `'I 11 // a ' EX SING GRAY L I�� D E E P FP \ _� I`/ DRIVEWAY y �r� ALTERED HOLE �"'�I \ f Eo o II a \ r, r-:�\ I 22.3' 211 CU / 1♦ W L- J CREEK \_.:' .� I, , / \ \II\ EXISTING 9'ela.WEep I SOIL DRYWELL LocnnoN 1 STORY v PORCH 126.6 CU.FT\_f, \_/ / O I 75.9' ' HOUSE _ I `ice-_•, 59.4'TO NTU�F BUFFER 1 DOCK / /�I <• c6NCRE?E Z 2'6.4' y/ASHOUTI \\ \ a D 40.0' 0 o B A 5 I N Nlm \�' 6 \ \ \\ \ \ PROPOSED _ - _- ° v V �+ U '� \' B'dia.3'deeP 8'die,5-d-P Z W �C '+' ", 7&.4' � 34.0' 2 STORY m 26 fi CU.FT I I ® I D;cu U. W eM n \�� 44.0'TON N TURF B R D, GARAGE - z w n12 \.Tom_/\ \ vFF _ 33.3' _ E6.6— _ (— ------------------ ------------------------------- -- APPROVED BY .1 EL4 _ _ — — \ SLB d� 4 N 87'19'ZO"W 187.11 DRIVEWAY AREA 3440 SQ.FT. — BOARD OF TRUSTEES gg _ -- — TOWN OF SOUTHOLD z 3 _ — — — AT 100%RUNOFF.2-/HR:575 CU.FT. UNDERGROUND PIPE INSTALL•(3)S'dia.,S'deep DRYWELLS gaA,,,,TOTAL CAPACITY:633 CU.FT.(211..).7 S 2a/8 D »MAINTAIN 2Y.m SEPERATION } ; BETWEEN DRYWELLS AND SEPTIC« �$ LAND NOW OR FORMALLY LORRAINE WENDT Ir�y' yy SITE DATA: SCTM 01000-IIS-12.13 DESCRIPTION: SQ.FT.AREA LOT COVERAGE U f3J _ W O SITE PLAN n„R'rt U SCALE:1^=10'-0' II MEETS ROUND'BOUNDS LL'r y,�ERED ARCy BY:JOHN EHLERS LAND SURVEYOR �O �'"•,?'ry�l� DATED:OS-21.2014 Kt*[Mw ELEVATIONS REFRENCE N.G.V.D.1929 DATUM 1 FLOOD ZONE ANNOTATED FROM F.I.R.M. rP FNE,HyDI'RUMoex MWX0482H S-1 p ECEIVE _ - JUL ® � 2022 --yr Southold Town I Board of Trustees z z rA o P TF`-L-4-��`-��-,'--'.r4- L4 T: '—� ,L _ ?t I__;• U 4: '.:;err, ?'1,.-r.�-i- •Its it L.L_ W A,X',X, PROPOSED EAST ELEVATION o x ° SCALE:1/4"=1' � ci U ^^r.. `_L. — U PROPOSED NORTH ELEVATION SCALE:1/4'=1' '^ - r sxcErnuWnw A-1 FOF �y L 1-1 1 E C E I V ED) JUL 2022 Southold Town Board of Trustees rt i ❑ r fir' r �y ❑®❑® E13 EB - ,�,' i ', i--❑�..-;--r i-j-4--`--r fro uL _ PROPOSED WEST ELEVATION o SCALE:1/4"=1' x c Ux� ,� 02 � mE .. y,EHEO AHS. PROPOSED SOUTH ELEVATION SCALE:1/4"=1' -- 9 02 )9�J 0?r '�H'uWaFY A-2 ------------- ---------------- ---------------------; ® ECIVE •---- JUL e � 2022 I Snuthold Town Bosrd of Trustees a o P4 K EXIMNr 9AfEMENT Gn W B � � �o 0 3 U =Y 10'i 8'-3' ea� z -------------------------------------------- s Aa --------------------------- - J�- ...... 9•-2' 'i GARAGE FOUNDATION PLAN W �rr....�r,.:. SCALE:1/4"=1' �4 famWi —2 rs as'<O�C L IK�"vN :V P6IOC uxOmVNmtoM1rrt:�anV.�l0.«WKVry'`�'• Na PROJECT NORTH .s wncu.eu.,o eetn.un iw,c a+eoe wroau,rc q.ova'=e]xaKpmeww,eV,'_nt onavv^rt notm.nuw.aru U Y rmw.xr. armor.a.:urz-..u•�,«��.�.w�,c,.e�.�..te a scaw.,uaca.an,.rcoc.wmn rc«m,.eu 14 20'-3• 5'-�•: GytFf+EOAR� 3o•-10• 111 } B 9)�0 300�aPr TrruMitr Op NE`N A-3 D ------------ E C E I V E JUL m � 2022 Southold Town Board of Trustees r� § 1 s' vii yy 30'-f0- �Sil C nZ/// j j� rNRatFCtn,N ��� c4 c " •------------ --------------------------------------------------- ^ rnruOww. ------------------------ -- H O ill Iz MEDA0.00M` ' 2ND. FLOOR PLAN SCALE:1/4"=1' u PROJECT NORTH o+m Mi.'•�*-LL WALL LEGEND fel O `- IL — _ Nmuu�ausor a�mewuu r venwu: 15'-5' 30'-10- �ZEREDN7C yr °zz e'y O?r F' y x xe DF NE�^1 A-5 i SE 2022wntees Oho ---- ---- ---------- x � DECK ---------------- D' D I I a �pE I � I I ^E (7y yU ivy A I I A e ^I i IE r,uer,.vaxe meu.wo hal ROOF PLAN N �u,ci A�.u.w�:'.hi.�•"_ SCALE:1/4"=1' �..� ' .� I I .. rwmxu.+a.wrx.o n...iwcnwv PROJECT NORTH x I I u"muuoc�a,c Ke r..v.vEvrvm --------'---- 9T �(k;go+OP B I 6aF NEV�� xeFrnww A-6 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS ® C E I V E USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT&GOOD CONSTRUCTION.FOLLOW MAN'JFFC-URE'S RECQ1LV NCED!NSTALLAT;0l1 INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. E RING 22 6T.] RA �] .PALETTIw p. o L tees .1.GOR OSP NJv9ER O'eSCP , v w/EA=I 00ftY FS IBi11 ALL cFSCmP•IOn 9A]X/Sa ELAS TO FIVE A OOU9LE F-M9 A.SR 11OEn Fca.00EO%IPORT 2NJ. A. BOMn i;E C.2+U ROoaRus - _ _ _ __ __ Rr FnCH WILL R_ny:nG PARALLEL mnq RqE R 9 ANCMR —s OF!S Cn—T�RCw^X I-'/^"I2=� "! <'P30gc.BFR ^Kn RICG-Arra - 19gv.sIWETHAr.G PPLY l0 EACH RarE9/.:,`GER aGR i T T (2)AS...L,]E w FH W/nlvE:•_Yu vOC. _ _ - - _ IBR:.IlOPE HAW ER/ROGER .ICS AC JPEBIDCKI�.GE v31ARCUF.wALS,PROVO, R_iAt SrgnOp OO V,vTC4NWXILrca nNIL I�.. RCRCT AT iO^SUC[CF U N IlI Bu—(s) ALLsn 1,0 R`CU9EO � O FO+R04t0X c_.II.i M�,nc ro 14r .A�]n w.roc SS Fy � - - WAC SMS GF; AX.,14 11 N9N.NG J_xHIY: E/] F ZJ III All. pOn//O�0 3EY2N rr4ttµiwT9i tv.AU - - M A EASCri .i U C ro A'n]O 604R,G „ - A-AREA OF GU^c( .].6C /• - _ WOCp GR]En e-e B A2A I-t/A•.2<209.STRIP llti>e_A°5 IS -- _ _ __ F 0�- S;REIN - OR A- IssM O XE10 E],OCE AT 111NA._ ,R-,VE 910vv OH Irv.IFFIT/EXT PtYr.00. 9-la 141 !-:/A1s•tBBv.S _ vO 50 4�3ro W 4TART A11 LxARON - SC1.R0 E4:E / AC.pv TO PFEv<ra�taPnlav+L - CE _ PRctnLE _Ep nvC nlAP II4.LIC'T SI1 °Cu ro IT TO � ��wnJO>Vn H A.4•^ w -19 —T' i-t/<•.26'IBgv.STRAP AvpIST4.R2v.0G C a IRETI— - AS OLi - ` I-:/0•a 2 EAC,-LIA`RAF _Al=-vEiPL cv£a 9EA?r B I. 2Nc.RO?WAL 0-RABwN. .BXF.G<Is ING.E CIO ` SyIvO AB^vCMES All III -Ec1 ME i' M ,6 AT eAsf u1.A—Es TIRO..YfT.'tM W a O ° Ncp].ABT x o y U ��4 .• - GFOER/HFPOE9 z Is nepR I,mALL„,Hpo'`�iow`rs°oTI _ vc_w.13 n.sXN:c A _ wAL.:nro ATRI Jcs. frFFOpp�-- ° .91sr]ATH ueEx cEa I-I-AIR°°�cE�:INA ulp R.7— 2S wL<4xv C`nONNRE < -s LsiA3e I-1(<'.16 9 +iR 4N0A,A R°sn00 11+Ti CIPLLIRY p - . ,tom r+rv3ER _ 'FACTJR'0 AP vim;GnroW t-f/Y101, 1EC TO A FWBH HEIOER 1C BE SI.PPC9'BU 1 FSTRLECa Or' LLOW FR 4 ]OI _CO rtdu• PROPEa 51EE COvvEE.1 H B -r6 sTMB I-t/a'.9B'IL.R.STRAP< - OF 9CC F 41E.mSE�.lOR,p55SM'R%a 1 Aft-c4 ro$ICPE IN LK NUCERB � .• --R Is 9v.IT,01 UR L A` RAR- -L BT--CC uuv 1/2.-- - > ' SR=F_ I OLiEII'TO BI iFEL BEA.—rsA G O,". a r a I n 0 OIA 13—o ae ce. . y � r . ..cVPACr,e.. . OCRI(°wa•1 RET'.- �J 1''ElJ4 Aro s's-LA s il 4 E RE na IVG d.6 _].c. .°d•e •C i a,_. r•1TM VY°,sINcn R ecr u A zi fr ^ - ';use L29iBs�e _ _ OR— C E °•°C PRI Gn ac r.�• ".'e B - r SIL c0-I,Fw 3 Ba-, t I MS aG t-mss (l0 PB} uYERE nEFCEC�C9U5rR I^TJULY6RnCBnF 4n.]SEEL COL/vrt atCHOR_0 TO 2<•—s'CO,c FFG. +I.^nnH•` -s - BT[EL^/POrroU`REARAC r l F - u I �6c9HOOR 6 coi+Oslv'VIOIA.0 `'oR`- R FHnwc MM .a F I U 111. .1 FROL,, >_-..AIILATE .osrG AJu ) u ; 'd•a °d•e 'A ° \.]TOR SM FOR y.>r-n IF REaa=] ,o? ETIFOR 1.B4R :liX Ecnals v-:='H cF 9EAv —sJBEImR nR4X re 1 Je •o :e.Foaay..a..P AL,(�• ee¢—6s•• �e 0�� _ ST '�Ecol;nwr.a I-RE' Ca�.c. TIPI.A-OONC.10NOILIAC FCJ 3-1 RnNFORCE Atli(2)N RE,VIP..�.9.95 IG'Et.RWes 9EAEAM 3EAA\G A11O^OLcuni '}�\ MS TOFLEr1 REr -E FCv,:G W�(3)9,REQ 9^_L.G 3AVS. A \.-u na roR �,...v.0EA9vG S.?FPC nvOC^E- avAGE COOK ITOROUT _ AT „ C O W H - � Rhtm9P1.120 0 FOF NE`Ny A-w .. 1. GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE NYscoDE:zoloEDmoN PLAN CONTENTS: ' 1E I)RIDGE-TORAFTFA AIIFMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 DENTAL m .1 (� ((��A�S I.W.20gauge-P shall in,.M ed to este patr of raftedM awortlame M fable 3.4. JOINT DESCRIPTION NAIL NAILI.ML BUILDING USE ^s"i'a^a4 { JO/� When a wllar 111 11 used in leu of a ddge Alp,the number of IW common.,It regwred QTY. PACING L L In each end of Me wllar Xe need rat exceM the abulmed number o/8d naib in the.rap. RAFTERTO 8'WALL"d COMMON EACH BUILDING HEIGHT CONSTRUCTION NOTES:t).The edf,InMonnItipn wteNn this sal pf odeled,,oom d,s is relted,basictl to Z).RARER-TO WALL ASSEMBLY: TOP PLATE 10WALL 0.8d COMMO RAFTER TOTAL SQ.Ff.OF CONSTRUCTIONng orfrvr CEILING JOIST 8'WA11:3-ed COMMON EACH „fentandformingtedailt.Theyareintendedma mmlmmon aid,notnwbN,Yo LaterNframingand shear wall IIn,i11 For do no sill rotopplateshallbeIn for generally eospfed good building prcticeit mmplialue wiM`kEn9 New York ortooel t,1 nIbII a 11 top plsdo al tfelli11topplfn-Alil lohlateen TO GJOlSTE 1O ASPER BdCOMMO JOIST PRESCRIPTIVEAS PER N.Y.S.RESIO AL CONSTRUCTION CODEl!N�1State ballEing rode,The,General ConfattorhretponsMie forprovlaing rtandard orfrvxes shallbeattarhedwthe wall lop plate acct Me wall top plate shallbeaftadcedm CEUNG1O11T TO AS PERTABIE 3.] EACH DESIGN CRITERIAURRENT SBC HIGH WIND MITI-NWOODFRAMEconsirvdmn dela,aM procedures to ensureaProfesdol lv,a hed,rtradually the ro the wall stud with uplift connections.Roofs overhanging Me rake side of the Wllding PARALLEL RAFTER WFCM-SBC LAP WIIshallfeoannttied wiM uplift mnnedim,1.accordanx with table 3.31 CEIUNGJO1ST1APS AS PER TABLE 3.] EACHFRAMING ELEMENTS ASPERFLOORPIANf CROST ECTION NDGENEtees OVER PARTITION WFCM-SBC UP EXT.BALCONIES 12).The CleeralConfrador b nespomlble for-,that all wotkand wmoudi.n 3).WALL-T0.WALL/SSFMBLY: COLLARTIE Af PER TAglE 3.4 EACH DECKS qpmeets=1 fderaL nate,rowry aM 1-1 cadet ordinance and regulations.etc Wal NUN abve aM tads below a floor level shall be nffadred with upl!n oMmotions in TO RAFTER WFCM-SBC END ATTICS w/o STORAGE 10 Thew0esare ro be dMIdered as pert of the spttifirellom for this Wildingand accordance with table 3.3b.Whw wall nods above do not fullinlitrew Mdsblow,thetlauld be adhered fo eaen,f in vaname with the plan. smdlshall be attached to a common member in Me floorassebly nth upI.R mnnedon In BLOCKING 2-Bd COMMON EACH ATTICS w/STORAGE 20 loo-tence with table 3.3. TO RAFTER END DESIGN LOAD CALCULATIONS ROOF(GROUND SNOW LOAD) 20 3).Dimensions Mall lake precedent wv sW d drawings. RIM BOARD EACH END (INE LOADS PST) (DO NOT SCALE DRAWINGS). 4).WALLASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) q0 Fine wall Md,shall be mnneded to the foundation,sill plate.or bottom plane with uplift ROOMS(SLEEPING) 30 4).The designer has rot been engaged far m Mlo-mpervivbn and to-no connectors.51.1..,,shell have.minimum embedment of]Indlel in mode WALL FRAMING: STAIRS 40 retppnslbllf y far ran-od-ovoldiwtle,with then,plans.nor hdMelbibry for foundation aod,I.b ,o de.151nMes In mawnry block foundation,or lapped under I.M.nn-ods,le&0q,ed.aquences,s pnoo li.-or Mr,afoy the plate end nailed M add-I.-wfth table 3.3b.-en steel the,are lapped under the JOINT DESCRIPTION NAIL NAIL QTY. PACING NOTES GAURDRAILS ANY DIRECTION 200 IpmcumnonewT.G preadiom and programs In mnnettion with Me wort There are rw wavood.fore bottom plata 3 Ind,square washy shall be used with the ar h,,boles.Amhor beft EXPOSURE CATAGORY w TOPNATETO PE0. FACE NAIL ! sp d0c are expressed or Implied in the use of three plans. spatln8 U to be spaced and sized in avprdanm ro table 3.2a.I^addition ro zpatlng, 2-16tl COMMONLOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION u enAor bo1U are to be spaced between 6121mhes from the end of a sBl plve and ell TOP PLATE FOOT SEE NOTE I 5).W.,m the Wlndo rad!Door ublobtle far entoMr opvungt. mores. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION D AIL PAG fiLENERAL NO PAGE 4 Z 4-16d COWCT Z INTERSECTIONS EA.SIDE NAIL NAUNG SCHEDULE SEE GENERAL NOTE PAGE 6).The Geneal Co.-I is hoensure that malum,or phef prated flreplooe meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24' FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE a or exceeds manufacture's speoXcaHons lollapplireble codes. Type 1 ell,M,Mea.walls with a minimum of 7/16 inch wood rtmdurel panel on the exterior SND 2.16d COMMO O.C. NAIL attached wit.ed mm:non nails at 6•o.e at the panel edges end IY o.c.in Me field,and FIRE PROTECTION '" W O 7).TM General Contactor is to oo ori with Me owner for all W1It4n Items 1/2 irate gypsum wallboard on the intoe,....Ned with Sillwnag old s.1 7-o.c at panel HEADER TO I6'O.C. FACE SEE FLOOR PLANS t I6a COMMON SMOKEfi CO2 DETECTORS) B suM as bookcases.shelving,pantry,dontf.Mors,etc edges aM 10'o.e In the f Id Mall be In ewordance wIM the length qulremmn spedfied HEADER ALONG EDGES NAIL Z I.IN,3.15a-b. TOP OR BOTTOM 2-I6d COMN MO PER 2xq SD END TRUSS DESIGN N/A-STANDARD STICK fRAME CONSTRUCTION O 8).Wind load requlremenn shellbeaken[-armu6).TYPE II EXTERIOR SHEARiVALL CONNECTIONS:nt audngroMrvdipn. PLATE TO SND 3-I64 COMMO PER 2x65ND NAIL ENERGY CALCULATIONS RESCHECK U BOTTOM PUTETO: FOUNDATION NOTES: TypeHexeiortnm wan,than me the wweme.tpftame3.lsabrcme Me appnPdafe FOOR1O15LBANOJOS. 2.16dCOMMO PER FACE MAIL CLIMATIC&GEOGRAPHIC DESIGN CRITERIA length adi=ht tecta.In table 3.16. ENpJOIST OR BLOCKING FOOT SEE NOTE:1.2 1).The General Contractor end!Mew,to review plem.elevation,.doell,and notes to GROUND W WD I SEISMIC FROST WINTER ICBSHIEID FLOOD defermin.Intended heights of finished Ew,(,)abase typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW PEE) DESIGN WEATHERING LINE TERMnE DECAY DESIGN UNOERV.YMENT HAZARDS Allowable sidewali Imgrhs provided in fable 3.14 shall be permittM to beinae,ed when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings 10 re.oo-Ilinhobed(vbgW MIT. InMor sbeerwalN ere u d.Sheathing a1d wnnmians shall be in ettordence with JOINT DESCRIPTION NAIL NAIL NOTES 2.9.4.2 end 2].4 resped!evly. QTY' PACING 2.IBI 120 B SEVERE 3 FT. MD SLIGHT SLIGHT TO 11 NONE - 3).Provide l2'expaniwn7oint mvenel bd,,eenoMv I.bl.nd.b..hE JOIST TO: PER TO TO HEAVY MODERATE wnond,or masonry wall,doonng m ededor or uNreete0 lnfede areas 8).CONNECTIONS AROUND EMERIOR WALL OPENINGS: SILL TOP PLATE OR GIRDER 4-Bd COMMON JOlff NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: H,dd.ndt.rgirde mnnedion,Mall be attached wleh uplift don-lool in-MM.. BRIDGING EACH TOE 4).Arty neo mover,walla beingatiaded to existing wnvele Md.,Mall wiM fable 3.5.Windowsill planetshall be he,eMel wnoodon accordance with[able TO JOIST 2-Ed COMMON END NAIL NAILSPACING NAILSPACING ATIMERMEOIATE beImalled wiM IS cabal.l8'long at 12'0.1.Use a etl SHEATHING LOCATION NOTES W pprov epoxy rorinnallalion. 3.5• AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE C/] 5).UN otherA4se.orad.all Nabi on grade to be 2500 part'..Concrete ro be I TO JOIST 2-Ed COMMON END NAIL d'PERIMETER EDGE ZONE ed COMMON®6'O.0 ed COMMON 11 V O.C. SEE NOTES:1.3 powed on 4 inch Mlck lend or gravel RII with 6x6 wire mesh reiNorcing.INedor slabs 9).CATHEDRAL CEILING ASSFMOLV: Y t =WooUm.1 Inch Mxk.All fill Mbewmpadedwgmn'udwedoolhywhb WhereaNdge is tobeused,artrvdural beam.fhe lateen Mall elMvbenotdretlaM i BLOCKING TO: 3-16d COMMONEACH TOE INTERIOR ZONE gd COMMON®6.O Rd COMMON 012.0C, SEE NOTES:1(BOTH FIELDS) O 10 6'maximum LIR,0ayer,)- andiored on top of the beam or slope mrmelon shell Ile-0d]m...hlefty-fo+loge I SILL ORTOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD !�maa.kt y hong the open railing part al the building.ConnMlons to the ridge acct wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON®4'O C Ed COMMON®4.O.C. SEE NOTES:1.3 F+< ❑u 63.Crawl space,to be provided wnh a minimum IB'x24•duet opening.Install one attaMed With Me,bore rcquiremenr. TO BEAM 3-160 COMMO JOIST ( NAIL 8x16 cart Iron FoMobta-vent roc every 150 w.R.of arca. NOTES ^ Z DECK AND COVERED PORCH NOTES: JOISTONLEDGER 3-EdCOMMON1PER ioE r, ]).Damppraof eMerior of foundation wit.6ltuMrow watlrlg as required by mrrent TO BEAM 1015E NAIL U U N.YS.Resdentinl Cpnrtadlon Code.A bmll IyeMylene Fllm shell be a plied war 1).UNett otherwise noted,all framin tectal fo be AI ACQ presmre heated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. po p gena BANDJO1sT 3.1ad COMMO PEA END the below grade podlon pfexterior wait;prior to becHgling. All fanenen.Mngers and an.hon to be gaMnized oe MinleolMI[. TO JOIST JOIST NAIL 1).Forroofantehing Wthln 4 feel It Me peemder edge of Me roof.footling 4 feel on eaM side of the roof peak GLx BANDJOISTTO: PEA TOENAIL the 4 foot pedmety edge zone afteIw1b regoired,hell bewed 8).Draiwge as required by anent N.Y.S.0.MdenHal ConiM1u<fivn Code. 21.GtNes for dad)oim ro be bolted ro each port with washers acct nuts. 2-ifid COMMA F Gillen on mnvde piers shall be aleholcd wteh pmper Aad wnmtton amhored SILL ORTOP PLATE FOOT SEE NOTE:1 _I FRAMING NOTES cornuate whh a minimum 12'did x]'long anMor bolt w M ova her aM nus 2)-Tabu a ed 121 d o.e nes l ryadng mmmes iheafhl g arca h d to ag /trvv raming memberswith G>0.99. Wy/ for framing membe.whh<0.42<G<0.49,the it splong shall he reduced M 6 toles o.e 1).All framing NdnIW,and methods,pn,or[M ve deign of wrrent SBC High Wend 3).Pon-pp-Ing girder stroll be and,h d to 112-112.12-thick wncrefe footing. JOINT DESCRIPTION N�. SPACING Edition Wood Framing C-Aloft,on Manuel. Used minimum 112"1,,,8'long anchor bolt with washvi and nuts.F,M.V Shell b13 N. 3).Tabulated 41nd o.1 cal spavn8 assume,sheaMing b arter/mus teeming members route G>0.49.for bebw grade.Porches with mvered roofs shall have 12'da.cony M pten for Ibe girder. STRUCNML PANEL Bd AS PER TABLE 3.8 fam!ng membm with 0.42<L<0,g9,the nail sparing shall be vduvd l0 3 indres o.c. 2).Unleeofh,wbe.sed,onf roingand-ohneelwmementelelrobe®2+BTR I [• WFCM-SBC WALL SHEATHINGREQUIREMENTSFOP,WIND LOADS: o Dwgl,Fl, 4).Dvkjoie,fo have blockingat WO o c. CEILING SHEATHING: NAIL SPACING NAILPACING AT INTERMEDIATE SHEATHIN.-Cite 1 NOTES 3).Floor.walls.ceilings aM latera ro be spaced at 16 irdles o.e unlen nded 5).A minlmam of 101mh flashing shall be installed between the bullring aM ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD JOINT DESCRIPTION othe-ke. Ledger ro be fa.wed fo budtlingwiM 12•Na bogs with washers and nuts QTY. SPACING 4'EDGE ZONE Ed COMMON®6.0. Bd COMMON®12.O.C. SEE NOTES:1.3(BOTH FIELDS) here needed. GYPSUM ]•O.C.EDGE NOTE:2 FOR PANEL FIELD 4).Well othervriie noted,.,It bearing wall head„ro be(2)2x10 R2+BTR Ooug Flr.�w 5d COOLERS v� 88 Been. 11 beaden to have(2)jack stud and(2)foil Ira h stud,on ee,h s'adhide of all WALLBOARD IT D.C.FIELD INTERIOR ZONE Bd COMMON 0 6°O. Bd COMMON®12.O.C. SEE NOT-'.peninpl 8 ova gf 6).Convete pie.sM1ail be a minimum 6'above grade. L.^. .-In,.inert, bed 11rs ioa. dill Mill.11.hr, (2) N,�M roar MI2ld,of WALL SHEATHING: NOTES openings.Bllt.4ll window sills shall,11 have(2)window sill Plate for 2x4 wall ]).All J.int fo be mpported with hangers and anchors.EaN Joist tha11 a1w beanNoretl openings between qp end 60 acct 2x6 wall openings betwan SII end 8%.Provide fire ro gidJOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. s Mg bbcldng wM1ere appilable. QTY. SPACING Y s el.Covered Roofs thell be a rnbled and en-d the same manner e,a typical building. ST0.UCNRAL ed COMMO AS PER TABLE 3.9 1).For wall sheathing rote d.4 fret of the„men.the 4 foot edge zone aXad:ment regUiremems Mail o y M 5).All flushbeams/header robe In ,Red whh heevy duly gaivinTeed hanger end PANE H WFCM-saC anrhon whereepplklbfe m all connectingfoim. beused $U �-1lE PLUMBING NOTES ]/I,,C`0 VO.C.EDGE o b).Double uO Roor)olm uMer walis[hal rvn parellelfotbe floor loirt and under bashful).All water rvpply.drainage dna vmfingrobelmtalled at per N.YS.Residential PLYWOOD Bd COMMO 6'01[1 FIELD Z).Tabulated 12 tram o.e renspa<ing essu...heathing e.ad dlo Nud framing members with � gut3 Floor to hove cvamic file installed sM1ail be vMfled for proper load capadry unless noted COMrvMon Code. GYPSUM 5d COOLERS T O.C.EDGE G>0.99.For framing members with 0.42<L<,the nail spacings shall be reduced l0 6 intoe o.c on plans. 2 Ven tette,En for 5n0olk Cwn WALLBOARD 1010.[.FIELD 7).Provide2-1.3/4'lhick mldolams(height Mmatdt floorjoni around 0.1.11 and/N )- fyaplicrysamwit gine, tyHeafth Depanm i.ppmval. FLOOR SHEATHING: 3).Forertttior panel riding.galvmiaed box rrM shallbepemuH¢d to be subibfuted for mmman nails. oMv arcus opeNngs unless otherwise rated(ryplrel). 3),If wall stud,plat,or jp!m are ort out during Into lleHon For any plumbing related work. NAIL NAIL [-1I tUli pray qua, gen pate, pmtecf ly IOINT DESLRIPNON ).., 8).Dormers rvnNng up roof lateen are to be mpladed by double aRm on eifhe,ide ide ode t bane tl fo and secure the le do.M Vee w II Me QTY. SPACING J ygONOE itsNN[z°noc cnasiemlxzwx�Toaiana worE nxc fonmxv iTwrxxc0. r l s Lee rade end mandaclme',recommendation for maximum hole rke and do rMtted. Cion xpx KcemlP !s/ L where applicable unless mhenvise need. . ma BPe STRUCNRALPANELS 6'01[1 EDGE 31.evnuccezomcroamxovmoN To smortuaaysvmrwon HVAC SYSTEM NOTES BTES: 9).Provide bloddng(oridging in Floor jai„It B'0 o.c.Use wild blocking in flaorjoisn 1'OR LESS 12'O.C.FIELD under all baadng watt. 1.Medanloel wbconfador 11 Nina for adhea oar. Bcable rode,end ser NOTES: ,.wk,�a mouararv,:Crc..nveocxveaaqunuv (L� I reryon rNgt PP dk' 1 NOTf: inn e:omtrovyu<crcea�mtrxx�m IblavgYVlM wuws4 C_' Y 10).Provi0e WulaHon baffles at,ave ural beavrencullers.Imtall dreg bla.k,ng as --cont THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTORTOPROVIDE SOILTETTTOVERIFY is°^^a„s•Nadw•'x<n, corn+m:mw�mmu,ro Wawa. m ^eo,nA 2).HVAC subcontradorN to fully mordirrete all ryrtem data end requlrememt with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 30110/CAPACITY. Ina,s,;w,;u,mmaw.a.ve pdr..ox exrteNm,:esxwanuw,mr Q equivment suPPliv. I0 11).Unless otherwise noted ell rood ab walitrohaveeminimum l2•tNck.4ply F!r 1).Nailing reG lremenU ere bash on wall sheathing x.:a+n<mal, o•mum4a.Sev nu�eewlene..Il rove am niI„z„,...v<mawr.a CDX ed Mr lheaMing grade plywood.Plywood To over plate and header,. 3).HVAC mbo-ne-to provide flnal wo on layout drawing erd submit it to the General j niled R,- I ,enne,at the panel edge.If wall iheaMing SOIL COMPACTION: +M�r•w w:na.<.>m..,¢.•m.•n, 1 Co-do,and owner for final renew and approval. i,1WIed 3•on<enler at Me panel edge to obtain higM1v -«a.n....•.a.vnm.mw.;.a,.w,uumn rola C / 12).Unlen othenvire noted uu 3/9'fhlck TfiG PTS FIr or AdvanteM pFywovd mbFloo. ; shear capatltiei.rlaililcq regalremenn for­­1aTixw dna acv avomvwlru•s Naom a:oPm.ry,e,evw cels.z< a� adhe.ed with PiLfCO adhesive end sdewed to floor John.Finished Floor h,be-mild ELECTRICAL NOTES: members:hen be doubled.or mnemane oo-eoon. !`IX1mn.,waeoxpm.xta.:nroaL am...„,•.;,•„ m,.�m4,«, «1�..,„n.m<a,,.m r mbfl-,as per ne.-ndurds lntirvdonn rate es shear plate.thailbe usMromalntain load path crux or.+.y nunuu �x.ran,F m:roN•u:<�..,,:u.r.ameemw eoa.� � ova 1).All eledrial to be lndalled as per N.Y.S.Re,!denHal Connrvdion Code. mlozn xvn:o wa.woavrn I3).All bathroom wails to have 1/2'Md,moirtumrviNanf sheelood,Garage wailsand nx:..usToeiazC M acovracronL n,e �ww„ pm�w"<maare.4 nomm.:vrexrcmerne Pmvv al eded cent„,and over lamas to have 5/8'thick type,Meetrork.All other parts of Wilding 2).All d,drical w,,k shall be approved by a qualified Undewdter. 2).When wall Meathing b coer of hes over b,I,,,I ember,on tabulated camber of m11s shall be pemitted to nave regular l2'Mstrodc Nl walNrobetaped dna finished. m 3),Install Smoke ddedo.and Carbon Monoxroe Nnettpn lhroughad es requlrN by„vent to be redUretl sol-160 rrB Fer toot. It 14).All roof with a pilot lest than 4:12 shall beIa,IIed with an Is fi Water baviv or N.Y.S.R,Id-el Com[rvdion Cad, IygrrPEDAgCti approved equal Flet rooR shall be applied wiM a Fiberglas bale sheet wiM en EPDM .NG FE.:3C Am IoM dawn type material over. �qi' � nxAwN.M s('AIt t 16).MOT pillet and woad i^conned wdh onodde to bepmet treated.fill plates to p N 4 be M.alled wkh a foam sill gasket and mpr-nex nermife shield or approved equal. <p � r t0euuyol.zvr S/. 0p 39 O� lt.Txwaf FDFNb'1'S{ A-1® - � 4 iWil-4i 9EE SEC NO.tOB•. `. .. - � 10 AAro _ MPTGN Y " +a 93 }'A-yt '�� voF GREENPORT __.-- �� ,ZD .. { t a OB-i 3 Y _ O.MOirNdl \ � §.° k'.i-- �•§a' of.�� �'[ Y .�� $ g'., A" O A�rp 3.0 00.3.03 c) 3y .• �y� .» „oa„arw. w l ..."'' •a g 2 aqp a r 32rAlr� 1604.1 �. 4 t.- � "+3 �' mwawrnrmurn + het e e'�:,.•g' 15 :. 9M 1 rr ^+ '�'^ � ��S.E S i +iz��oarx�rww tyoil -0! � w. E 1 \ � soM) 7....-• t y BeR:..r ;,s ` �tt,{t ��!'A r � Tavc) �t+tl P & g e � t � o;D �r.-ae ��x y �1* ��+� �.i', S.R+25 r:'9~ 1�saa+�';� � t` is °S�Ey s,,a, .� � ��� ,tr y. l8i ^� y i•� , ��.� oz 2s-s ^1 aA •S" .•"r� ,y Ao z R _ ae-sA,s `,..� J-` A i '' e S, m.y a .. ,•,3 ,. .. tE S•at :b 1aMq k , s r l A�i1. s 3 t•, ryUT •.e�yE_! &,. ]T.M t.A+ - V* ..0).' tE T5 t ' WW E, 12A13 ._-- s t X20! 0 nrW ai1a ]Y,yP.E it d ���.- - a 'r z S• !5' '� � �- -A f uKE , Y B i °1 a BP e y xeA .eMa1 s E` r@ TT IOM) YB , i 20 �UF 1T s 10 B ) 5 M t :N TUNM DF9WTNULp 0 A \vX1 Tgcc < M 1 y� L .+.,or•..,�»t..,,: w. ». q_.. ,_ � x T n t x •':4. i*•i E nse � �-. ,� \ � �� � FiA Wc. �} STA 3t� � BNS t210 - TINEA& + AtT t �•X' ` �� }+ T f v.. � 1 2a y�s ; 3e g nT J' �� A-•' �, � �� iPtc( ,r a • Sit ' ��Y wWlIL- < T2Alt.1 ., A01M01 .j, x+ e i d E a W P I L - a T eM A w T,•'"i- q —Ne 9 : B5 ,zaM=I' - x n �t y- t} aw 1 i �,F.. \ ` £ 't2 t !1 YY�20 itB 6 'n M Y .r _ 5s '; E',t 'a : t1 - as gt•�- B r �y z ) t 2 tue1 ts't ' e. 'b• E st! e $ t •zz .'.y °a,ww, 0Q. y, ° T As Y',$1 T rvasd" �3` t9 1.T•"' S A'Al h ``e. .. � z._ ±:s � BW } t A aa.z •+S y t s m A Ao i - h tD 5R d B3r A �e dT aT A° 1T 1B 8 '2 ¢ T ... v. .AA is a• + e"S'� x- ,p c« ,' ���.zt s -� is A�. I s 0 .7,�,'R S t"tA(ct Ikm ,; stt•etc ao ':�t 1r v. "a '" g ok r: '"`c, ����,• .. _ .. riWMYQF SUFFOLK NOTICE vVt K�,� ,ncrw 10M 9ECiIW fq p. .+wo-m —'- - ,TSNu ..eal tizp—y7 6...i-Agen�'.. ravnoN su.s Da E� y, ^— E c �JBeL__ __ __ _ , ___ ,••^• _ _ _ "" W E wmlanrra'nnvrxrlpNut•TxE M�'1�'°�' visor 9OYTgLp 116 Ry_yy2_ • wrrcv swu:uw ..r u aro t"Mn bv,a,Po,xrAx.{AT'/1 W! 5 y__ w • Blkr'ClK CUNIY igttlYP H Ho}tliFD �� _____ S ytn`-• uxw FI��,�"��G John G. Stein,Chairperson co Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., August 10, 2022 the following recommendation was made: Moved by Carol Brown, seconded by Caroline Burghardt, it was RESOLVED to SUPPORT the application of DKJK FAMILY TRUST to construct a garage with second-floor recreation room, 852 sf. footprint. Located: 880 Deep Hole Drive, Mattituck. SCTM#115-12-13 Inspected by: John Stein, Caroline Burghardt, Carol Brown, Maggie Merrill, Shannon Wright The CAC Supports the application, however, if a bathroom is being installed as part of the project, the CAC recommends an I/A septic system. Vote of Council: Ayes: All Motion Carried 0�'! MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: August 9, 2022 Re: LWRP Coastal Consistency Review for DKJK FAMILY TRUST SCTM# 1000-115-12-13 North Fork Woodworks on behalf of DKJK FAMILY TRUST requests a Wetland Permit to construct an 852sq.ft. attached garage with a second floor recreational/media room onto the landward side of existing permitted 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 proposal is CONSISTENT with LWRP Policies and 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: Honorable Lori Hulse, Attorney Glenn Goldsmith,President ®F so Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President P.O. Box 1179 Eric S -penoski 3 3 Southold, New York 11971 Liz Gillooly Elizabeth Peeples � ® � Telephone (631) 765-1892 Fax (631) 765-6641 Owl BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application D E E ' VE Wetland Permit Application Administrative Permit JUL 202 Amendment/Transfer/Extension Received Application: 7�I•Z?� �—Received Fee: $ 257.&0 Souftdrowa Completed Application: •I.2?!. Board ofTrusm Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: ,Foordination:(date sent): VkWRP Consistency Assessment Form Sent: Z(5$ I2 Z �AC Referral Sent: 7 097 Z Date of Inspection: •Z✓ Receipt of CAC Report: Technical Review: Public Hearing Held: •Z Resolution: Owner(s) Legal Name of Property (as shown on Deed): D- V0,(` \i �( Mailing Address: Phone Number: Suffolk County Tax Map Number: 1000 - r� — I oQ — l Property Location: V 1 119M('14 S I (If necessary, provide LILCO Pole #, distance to cross streets, and location) AGENT (If applicable): cu u, —6k Address: Y)OX 1 �� �C\ al Phone Number: - Email: 1( 1(' ��� , (-()�Y]_ cid �- 7 Board of Trustees Appl. -ition GENERAL DATA Land Area(in square feet): CQV 09P Area Zoning: cd Previous use of property: �SJ Intended use of property: _16% A to ,l Covenants and Restrictions on property? Yes No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? A 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 requi e any demolition as per Town Code or as determined by the Building Dept.? Yes No Does the structure (s) on property have a valid Certificate of Occupancy? Yes No Prior permits/approvals for site improvements: Agency ,,,.,.,, Dat �n ,,f �'ZII� 1`.7 No prior permits/approvals for site improvements. U�\ FAN `�'�P�, � �1u -4x-224 Has any permit/approval ever been revoked or suspended by a governmental agency? No Yes If yes, provide explanation: n � i Project Description (use attachments if necessary): m19, Board of Trustees Appl Ation WETLAND/TRUSTEE LANDS APPLICATI®N DATA Purpose of the proposed operations o e0eT ak�pcw WAfffl-P V mL ay J- --J CJ �ALArea of wetlands on lot: 1 e square feet Percent coverage of lot: % Closest distance between nearest existing structure and upland edge of wetlands: 15,9 feet Closest distance between nearest proposed structure and upland edge of wetlands: feet Does the project involve excavation or filling? GG No Yes If yes, how much material will be excavated? �0 cubic yards How much material will be filled? 0�I cubic yards Ukx� ' 1 Depth of which material will be removed or deposited: LA i'D feet Proposed slope throughout the area of operations: no � �U)L Manner in which material will be removed or deposited: Op— l Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part l -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Na e of Action or Project: _ -�-OTDI�'kc � Giavaoe-'. ��o ae-A-1-D) %k Dcm' -2::1 J Project Loca ion(describe,an attach location reap): Q M 1 t I Brief Description of Pr posed ction: �e cans �G cin Ck a Inc( cis �; h zcond -16u� feLrUon CR52 A- - Name of A`'pplic nt or Sponsor: Telephone: �J _ a 4o �,` V ^ i E-Mail: ( (�o W 1 A ess: a\qe- Cit State: Zip Code: l Z. 1.Does the proposed action only involve the legislative adoption of a plan, local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that El 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: ❑ ,-t- 3.a.Total acreage of the sit f the prop sed action? 0 3 acres b.Total acreage to be physically disturbed? acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? o�acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural (non-agriculture) ❑Industrial ❑Commercial -Residential (suburban) El 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? ❑ 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: I —1 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? El- c. c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? I fa ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ M 11.Will the proposed action connect to existing wastewater utilities? NO' YES If No,describe method for providing wastewater treatment: ❑ 12. a. Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? IN ❑ 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 NOYES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional Wetland ❑Urban ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats, listed NO YES by the State or Federal government as threatened or endangered? ❑ 16. Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ a.Will storm water discharges flow to adjacent properties? ❑NO OYES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO AYES Page 2 of 4 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes, explain purpose and size: N1 ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Date: Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the.following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning El ❑ regulations? 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 El 1:1establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or El 1:1affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ E]reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: ❑ Ela.public/private water supplies? b.public/private wastewater treatment utilities? F-1 El 8. Will the proposed action impair the character or quality of important historic,archaeological, El ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, 1:1 Elwaterbodies,groundwater, air quality,flora and fauna)? Page 3 of 4 1 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 1:1 Elproblems? 11. Will the proposed action create a hazard to environmental resources or human health? ❑ El Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact, please complete Part 3. Part 3 should,in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility,geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. EICheck this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 Board of Trustees Appl-r.-`ition AFFIDAVIT �(2�� - �� j BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARETRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT ALL WORT{ WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUS'T'EES. 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 COMMPLIANCE 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 DAY OF ' 20 Notary Public DebOt811 QtlOwsko Notary P6flc.State ofXew Yor6 *; Pusuc No.01086280392 - •. (�uaJiEted in SuE'oil•County Comm1SS10n ExPfm'0S/13/20 Board of Trustees Appl ,ation AUTHORIZATION (Where the applicant is not the owner) owners of the property identified as SCTM# 1000- in the town of New York, hereby authorizes 1", ,. f t to act as my agent and handle all r` necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. Property Owner's Signature Property Owner's Signature SWORN TO BEFORE ME THIS a 3 DAY OF , 20�i� Notary Public DeborahWOweld "GARY Notary Public,State of New Mort: —•— = No.01OR6280392 Qualifled in sd uk County ` �'%aNE1v"roc*�.�`� Commisskn Expires 05113120425' APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: (Last name first name,.4iiddTe initial, ess you are applying to the name of someone else or other entity,such as a company.If so,indicate the.other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship.with any officer or employee of the Town of Southold? "Relationship"includes by blood ,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP , e(,- (—\ n nn a~ Submitte s =Q. F115 day of '! 20�, S ignatur Print Name Form TS 1 f Board of Trustees App] ' -ition PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: ly�G�!►� ��a e - li Sy STATE OF NEW YORK COUNTY OF SUFFOLK , residing at , being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of 320 Notary Public —M Glenn Goldsmith,President o�%safF014-�oG Town Hall Annex A.Nicholas Krupski,Vice President y� 54375 Route 25 Eric Sepenoski ti P.O.Box 1179 Liz Gillooly p "' Southold,NY 11971 Elizabeth Peeples �'�� gay Telephone(631)765-1892 ` lr Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of DKJK FAMILY TRUST COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING vE NA �Z p.Rs W � =E IZl G 0,442E ,C P TWA, residing at/dba c,-N being duly sworn, depose and say: That on the ' day of �� , 20 22 I personally posted the property known as by placing t e Board of T stees official noticing p ster here it caitreasily be seen from the 1152 street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,August 17,2022. Dated: (signature) Sworn to before me this ��+� day ofAvK.,l 20-2-;?- Regina L.Cartselos Notary Public-State of Newyork No.oiCA6ig8go8 Qualified in Suffolk County My Commission Expires January 5,2025 ary Public . M 1•. .`«'i .. l ,,ki'.% as f ' a i t r }" tM•' q Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: vadc &Tn Uvv 1,5 1 NAME: ADDRESS: %a\C�k C&\SV'VACe Scfn A'- 115- a-1 .Z 11 q5 2 L�_�V,f\C We_Rd - r 00 gc"c"�6 C'S%r O1 SCI �O 213 SCTM C(W, 50Uj G STATE OF NEW YORK COUNTY OF SUFFOLK c & \� — �. residing at being duly sworn, deposes and says that on the day of , 20 Rg, deponent mailed a true copy of the Notice set forth in the Board of Tr stees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. ,,.� Signature Sworn to before me this A f'i' Day of go Iyl , 20 c;O— Regina L.Cartselos Notary Public-State of Newyork No.oiCA6i98go8 Qualified in Suffolk County AotaPublic My Commission Expires January 5,2o2$ U.S. Postal Service T11 ■ , D ■ ■ Postal Service"m r-I Domestic Mail Only' CERTIFIED MAILD RECEIP I -0 nj Domestic Mail Only CO CD Certified Mall Fee •�� Is ;J4�1 f' �} �„ �' ^iIiI 1:7'1 Ln u u k� I A �� �� �� Q, $ c , �c Certified Mail Fee 1 Extra Services&FeeS(check box,add tee ssalpprp�late) �t'��"'^�� �4 °!f!! u, ��L�I ❑Return Receipt(hardcopy) $ '•!%l.,t i '�e,) I Q. $ I '��----•.'.�/11., , r� Extra Services&Fees(check box,add fee a ap ate) ❑Return Receipt(electronic) $ I 1 I I["1 y Postmark P(h i���' i > Certified Mall Restricted Delivery $ .i I I i I JUL ,.• I r� ❑Return Receipt a omni) $ ❑ ry _: _ Postmark 7 ❑Return Receipt(electronic) $ $I I_fir!I! C� � [I Adult Signature Required $ _I J>U2(?'2022 ,}t! ❑Certified Mail Restricted Delivery $ 2 ge n�q []Adult Signature Restricted Delivery$ Jl S1 I� []Adult Signature Required $ ® (`L[ ) ❑amult Signature Restricted Delivery$ $ OPgePostage ,$lj^6 �r ,CL1l ! ,"ClTotal Postage and $7.35m $ $ ire/rtJl?:� C3 Total Postage and Fees . ! Sent To /�, $ $I •V-' Ol J----------------------------------------------------- rl Street A o. r P-8 N Sent To //���� ` Street an o. o"No �l`�1� City St !P+ ab ------ City,State TM rr .r.• v L� j -- Postal Service U.S. Postal Service" CERTIFIED MAILP RECEIPT CERTIFIEDMAILO RECEIPT I Domestic Mail Only Dome9tic Mail OnlY ru D 117 For delivery information,visit odr website at c COLn Ln Certlfled Mail Fee - ,,/"" Certified Mail Fee y� $�t^uCi Certified $4.i_li i ;.r �3 � Er $ �� G � $ 13 Extra Services&Fees(checkbox,add fee aq.apprppdate) O I Q' Extra Services&Fees(check box,add tee e,��fpraJ((iete) I 11 r� ❑Return Receipt(hardcopy) . $ t i=i-11{`-�' r'> `9r f ❑Ratum Receipt(hardcopy) $ z �/l rl ❑Return Receipt(electronic) $ I 1 f 11 t jw pnpe k2 II r ❑Return Receipt(electronic) $TAT pbStm�ic2Q9� l 3 ❑Certified Mall ResMcted Delivery $ '+`.1 I rj!1! f? JUL4JUL[tHi 1 1} I Certified Mall Restricted Delivery $ ! ^!�! rU Here L [:3 []Adult Signature Required $ ,t r, Adult Signature Required $ []Adult Signature Restricted Delivery$ -fir '�� F C3 ❑Adult Signature Restricted Delivery$ L-J Postage iI ¢¢ Q fO Postage $0.60 Vs.LO $ pl1 iI?ti!28$G7 bi2 350.f4.�2 m $ 1-�V-fi2 2 tnr Total Postage and FPS Total Postage and FeevC3 � Sent To r=1 Sent Ti Street t.No.,o Box No. O $!reef an pt No.,o>PO o o. ------------ �\tyez' 11UTIct Uim HEAKI '11G 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: DKJK FAMILY TRUST SUBJECT OF PUBLIC HEARING: For a Wetland Permit to construct an 852sq.ft. attached garage with a second floor recreational/media room onto the landward side of existing permitted dwelling. Located: 880 Deep Hole Drive, Mattituck. SCTM# 1000-115-12-13 TIME & DATE OF PUBLIC HEARING : Wednesday, August 17, 2022 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form.should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated. as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1 \ - �Z - LZ PROJECT NAME `( ' U-,GhMnP , D"D U(_ �V y The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate'response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation, land transaction) ❑ (b) Financial assistance(e.g. grant,loan, subsidy) (c) Permit, approval, license,certification: Nature and�xtent of M0, Taxi- hk�� I I( S w r C 0 CdO G,e, U l� P Location of action: \ l V 1 Aq�A Site acreage: 0 Present land use: \��(�. `�,cd Present zoning classification: 6 C'6 n '1CJ 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: (b) Mailing address: ` 1 I 1 t)2, (c) Telephone number: Area Code ( ) n , �(-OP X21, ccoT 4 51(,,_ -7- qc)q (d) Application number, if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ NoNr 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. Yes ❑ No kNot Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III-Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No X Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No X Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section IH —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. d Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ NoX Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III-Policies; Pages 38 through 46 for evaluation criteria. ❑ YeF-1 No Mot Applicable Attach additional sheets if necessary a %- WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III.—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ Nox 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 M Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ANot 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 113Y'�10 TITLE DATE lfJ �C o3 \\ cO& 1�b- fk \ U1VLy