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HomeMy WebLinkAbout1000-90.-2-1 OFFICE LOCATION: ( SQ(fp�O�. MAILING ADDRESS: Town Hall Annex F�. P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) rJs, sc G Telephone:Southold, NY 11971 631765-1938 �,;� , � .yam U( '1,� . LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: August 7, 2025 Re: LWRP Coastal Consistency Review for 106 MULBERRY CORP., c/o STUART MOY SCTM# 1000-90-2-1 South Fork Environmental Consulting, LLC on behalf of 106 MULBERRY CORP., c/o STUART MOY requests a Wetland Permit to construct a two story, single family dwelling (25'x42'4", ±1,058.25sq.ft.) with attached 7.3'x48.2' (351.86sq.ft) deck on south side of dwelling; install a 25'x6' (±150sq.ft.) stone driveway, a 12'x20' parking area on west side of proposed dwelling, and an 11'x20' parking area on north side of proposed dwelling; install a new innovative, alternative nitrogen reducing water treatment system (AI/OWTS); install sanitary retaining wall at an overall length of 99.5' and a width of 8.0" across the top of the wall; and to replace the failing bulkhead on west side and north side of the lot as well as to replace the wood jetty which extends into West lake, consisting of 198.0 linear feet of bulkhead to be replaced along the westerly and northerly portions of the subject property with the following measurements: timber top cap: 2.25' wide extended along the entirety of the bulkhead to be replaced, 9" diameter timber piles, 6"xT timber whalers, ±6.0' long tie-rods, ±6" diameter dead-men, and the use of vinyl sheathing (C-Loc or similar); the bulkhead return located perpendicular to the northerly portion of the bulkhead to be replaced at an overall length of 11.0' with a 2.25' wide top-cap, 9.0" diameter piles, 6"xT timber walers, ±6.0' long tie-rods, ±6" diameter dead-men, and vinyl sheathing (C-Loc or similar); the existing wood jetty to be replaced with new 15.0' long jetty with 9.0" diameter piles placed 1.5' on-center alternating between the east and west sides of the jetty, the use of vinyl sheathing (C-Loc or similar), 6"x6" timber waters on both sides of the jetty, and 2.75' tie-rods; existing wood dock assembly to be removed at the start of the bulkhead replacement and re-installed in-kind and in-place at the completion of the bulkhead replacement consisting of a landward 5'x5' wood platform to a 14.1'x3.5' wooden ramp with 3.5' tall railings; a 13.5'x7.0' wooden floating dock in an "I" configuration secured by four (4) 9.0" diameter piles with two on the landward side of the float and two on the seaward side of the float; with the condition of native plantings along the front of the retaining walls, and that the retaining walls shall not exceed 2.5' in face elevations. Located: 750 West Lake Drive, Southold. SCTM# 1000-90-2-1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is INCONSISTENT with Policies 4 and 6 of the LWRP. The entire parcel is located within FEMA flood zones VE; Velocity Hazard and AE; 1% Annual Chance Flood Hazard. Structure in these vulnerable areas should be avoided or r minimized due to the high risk of loss. See RAPT layer at: https•//experience arcgis com/experience/Oa3l7e8998534c3Oa9b2d3861c814d42/paqe/RAPT- 2025?dlg=dialog 1 The dock is not on the owner's land. Who owns the road? What is the water depth if the dock is considered? 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 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM AUG 0 6 2025 SOUTHOLD TOWN A. INSTRUCTIONS PLANNING BOARD 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",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus,the action should be analyzed in more detail and, if necessary,modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. 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# 090.00 - 02.00 - 001.000 r,\ Coy �- The Application has been submitted to (check appropriate response): Town Board ❑ Planning Dept. ❑ Building Dept/ZBA. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital construction,planning activity, agency regulation, land transaction) ❑ (b) Financial assistance(e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: Nature and extent of action: Applicant proposes, for regqlatory approval, to construct a two story single family dwelling (25' x 42'-4"= 1,058.25 ± square feet) with an attached deck (South side of proposed dwelling: 7.3'x 48.2'=351.86 square feet,West Side of proposed dwelling: 25' x 6' = 150 ± square feet), a stone driveway on the west side of the proposed dwelling (12'x20'parkin area(west side of Proposed dwelling)and 11x20'parking area(north side of proposed dwelling)), a new innovative, alternative nitrogen reducing water treatment system(IA/OWTS),and to replace the failing bulkhead on the west side of the lot(adjacent to Dug Inlet) and on the north side of the lot(adjacent to West Lake) as well as to replace the wood jetty which extends into West lake. Attach additional sheets if necessary Location of action: 750 West Lake Drive • Southold,New York• 11971 Site acreage: 8,861±square feet (0.2 acre±total) Present land use: Residential Vacant Lot Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency,the following information shall be provided: (a) Name of applicant: 106 Mulberry Corp.c/o Stuart Mov (b) Mailing address: 106 Mulberry Street •Ant.7 •New York,NY• 10013 (c) Telephone number: Area Code(516)—579-6200 (d) Application number,if any: N/A Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No® If yes,which state or federal agency? 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 ❑ Not Applicable The proposed project is consistent with this Policy in that, the applicant proposes to construct a sin. lg e family dwelling with an attached deck on the south and west sides of the house, a common place structure for the area in that many other homes in the area are adorned with similar appurtenances. Consequently,the proposed proiect is consistent with the above referenced Policy. Attach additional sheets if necessary a 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 ® Not Applicable Policy 2 is not applicable in that the surrounding area does not include any structures that can be classified as an historic or archaeological resource. 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 5 through 7 for evaluation criteria ® Yes ❑ No ❑ Not Applicable The proposed improvements (i.e.Single family dwelling w/ attached deck) will be constructed consistent with_the predominant character of the surrounding neighborhood. Conseguently, the proposed construction activities are consistent with the above referenced Policy. 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 ❑ Not Applicable ❑ This project is consistent with Policy 4 in that, the proposed bulkhead maintenance will protect the integrity of the adjacent channel (i.e. Dug Inlet) from erosion. Consequently, this project is consistent with Policy 4. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This Policy is not applicable to the proposed project. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This policy is not applicable to this project. Attach additional sheets if necessary Policy 7.Protect and improve air quality in the Town of Southold. See LWRP Section III-Policies Pages 32 through 34 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This project is not applicable to this Policy. 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 This project is not applicable to this Policy. Attach additional sheets if necessary 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 ® Yes ❑ No ❑ Not Applicable This proiect is consistent with the above referenced policy in that, the proposed bulkhead maintenance will provide for navigable use of dug inlet, allowing the residents situate on West Lake access to Little Peconic Bay. Consequently, the proposed activities are consistent with Policy 9. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependence uses in suitable locations. See LWRP Section III—Policies;Pages 47 through 56 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This policy is not applicable to the proposed project. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound,the Peconic Estuary and Town Waters. See LWRP Section III—Policies;Pages 57 through 62 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This project is not applicable to this Policy. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies;Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable This project is not applicable to this Policy. 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 This project is not applicable to this Policy. Attach additional sheets if necessary Revl' S osnal aztax asa m maea m lau 1aac1 6 $" 18 6 IOWNOF g souTxao T4 AL 9^ ��' 1.6aci 23ae) ry � Yr ' •`i �I vN 'V heTS S 1 CEDgR PprNT w ague `w, \ � O'Q . ,• �„ �>, iw (331 yp e P w , TOM OF O CFpA sou.Nolo. ,_/ O 6+ y C R POINT 1 • nr«,..m,,.w. m. - m 1 IA T •� TaNN OF spoTxan � � x0a(q +°' W 5 s N s "w WEST lN(E v w *w vw. Ta tJ CF 10 OK• +° .__ � +n nra..uv uw ....-1:�1 _ \ 38 v4r TOWN OF �v eS 1\ q u•v .+ to •� soxmolD t3.+' VVV ., S W 21 02 i 1s ezac, f 6 HOG�- NECK BAY _----- eu�'� `�'__ w'� ,om • NOTICE � zr;Vy COUNTY OF SUFFOLK © E SOUTHOLD SECTION NO o,� —� dd�y_ _ r•` wy Real Property Tax Service Agency r a 090 Courtly Cenmr Plr,rMaa,NY11901 M O o.,.ie n .x.. ••^ mm�u. --.-- u•...m,u...--.w.-- mw .+n y� �i P rxml wo ;x�„.•a 1000 PROPERTY MAP 106 MULBERRY CORP. PROPERTY Situate: 750 West Lake Drive • Southold, New York • 11971 SCTM#: 1000-090.00- 02.00-001.000 t SITE LOCATION hrt�risl31 H.k�1i1 Cutchoguc k7athhiok - r' Cedar Beach--runty P irk 4d0i f - I Iri SITE LOCATION I 106 MULBERRY CORP. PROPERTY Situate: 750 West Lake Drive • Southold, New York • 11971 SCTM#: 1000-090.00-02.00-001.000 (Photograph taken on March 21, 2025) ILA& gill Y' � ' •' tla k * t TY �JPIf': � Y , pi- RNA W IX 5 Ah. IL p,..fyf I_N� SF� ` Y• .r-1d... :..jSM�/yZ.Y v^ iJ ✓ y j'7 y „ e Grp 4 .' i !6= .f".' '" � j,.�r ! xR. I -w+.` !iV' �� � ���. ,' +r.. •`I 1, � ': �.; ,,:. \ �.,.�,: ,,�f d YT�j1�K' Y.t• ; ` i�y a '++. � k• r \ `yT r'.� it r J y� r ' Photograph indicating the staked out southeastern corners of the proposed dwelling (mid-ground) and the proposed decking (foreground). Photograph taken from the southeastern section of the property, facing north. 106 MULBERRY CORP. PROPERTY Situate: 750 West Lake Drive • Southold, New York • 11971 SCTM#: 1000-090.00-02.00-001.000 (Photograph taken on March 21, 2025) Au e, 4 Y Jf'' r f � ' s q�z"• yr ,~- �„ -a � ax '10. _� f �� 4,.. _ iceAwl g Ile t r h lry. � .♦ ;' �i' [��..`-SP � ,y �r~ ,1* �`'��4 T3.,� �� _ �'. R ``��►�s+�J'"'.x. Photograph indicating the staked out southwestern corners of the proposed dwelling (mid-ground) and the proposed decking (foreground). Photograph taken from the southerly section of the property, facing northwest. 106 MULBERRY CORP. PROPERTY Situate: 750 West Lake Drive • Southold, New York • 11971 SCTM#: 1000-090.00-02.00-001.000 (Photograph taken on March 21, 2025) � '+ e A. r, ' . 70 t&d ,. :~ �4lP'9 ! `'.,1"�; ►.'�o sS, a e'�'` `*+ fir. dt �} +^' �' yr. ,♦ _K�'S �,` 4. k •s I 5 . r. i ui��. �:'.� y. - Y� ,.+�il'7�t�'� �'11 . 'y�i�yM�yk���Y:�y�..♦ } {� Photograph indicating the staked out northwestern corners of the proposed dwelling (left - foreground) and the proposed decking (right - foreground), and the proposed treatment unit. Photograph taken from the southerly section of the property, facing north. 106 MULBERRY CORP. PROPERTY Situate: 750 West Lake Drive • Southold, New York • 11971 SCTM#: 1000-090.00-02.00-001.000 (Photograph taken on March 21, 2025) .{'.ti 9 rr rT3 y � f , ` 7V -,M"t 44 er ,x a ' '�+. �. ���.�. ram. ;•��. _ �_.•��'��� K Photograph indicating the staked out proposed treatment unit of the proposed I/A OWTS. Photograph taken from the central section of the property, facing north. 106 MULBERRY CORP. PROPERTY Situate: 750 West Lake Drive • Southold, New York • 11971 SCTM#: 1000-090.00-02.00-001.000 (Photograph taken on March 21, 2025) Ati AL Pro 1 ". y e f 6 A�14 i �i p rT• �sr A mow Photograph indicating the staked out proposed distribution tank of the proposed I/A OWTS. Photograph taken from the northeastern section of the property, facing north. 106 MULBERRY CORP. PROPERTY Situate: 750 West Lake Drive • Southold, New York • 11971 SCTM#: 1000-090.00-02.00-001.000 (Photograph taken on March 21, 2025) Ar / l • M '�'ii., f 9 •fri� i y , ',:zit�i, � 't l-, f .ko � - fi! r 1 Aid-'1" .4!a F � F `.`.f,i •, '�`4 w `�. INC Photograph indicating the conditions within subject property. Photograph taken from the southerly section of the property, facing north. 106 MULBERRY CORP. PROPERTY Situate: 750 West Lake Drive • Southold, New York • 11971 SCTM#:1000-090.00-02.00-001.000 (Photograph taken on March 21, 2025) ;" asp,.-• f �.y, `. � _ - - - - Photograph indicating the shoreline of subject property along Little Peconic Bay. Photograph taken from the southerly section of the property, facing west. 106 MULBERRY CORP. PROPERTY Situate: 750 West Lake Drive • Southold, New York • 11971 SCTM#: 1000-090.00-02.00-001.000 (Photograph taken on March 21, 2025) Bit, l^ 7JC ' jar AN AN AN i Photograph indicating the shoreline of subject property along Little Peconic Bay. Photograph taken from the southerly section of the property, facing east. _ W IT N O 10 EIIH m EL.64.0'-- --TOP OF FIN.FLO - .._. _ ... ... ..... .. ....... ..... 0 OM GRIE 1 N EL IO. ' 0 I M EL.-1.O=- NANRAL GRADE_—_—_—_----------------------------------------------------------------- — FRONT ---------------------------------- — SCALE:1/4"=I'-U' W W 1tJ Z Z �Z� r� W d S w °-con`� W a N V/ u��� O DRAWN BY: JF yO a58S� 4/20/2019 EL.14.0 TOP OF FM.FLOG (( (� _S_CALE:'SEE PLAN C E E U E EL.I0'0' " PROPOSED GRADE EET NO: o M ��----------------------------------------------------------- -- - JUN 1 7 2025 { RIGHT scALE:1/a°=r-a' Southold Town Board of Trustees Ul V _ 0 W N Ld W A m-11 1 O O .. TTT __. ........, _ .... 0 y 5a O O LL LLI LUI I y EL WO—' -- TOP OF FM.FLOO El lip EL 10.0 -�� 0 PROPOSED GRADE 0 I in NAiUR'4LGRADE _—_------------------------------------------------------------------- — REAR SCALE:1/4"=V-0" n, -1 W - - -f-� W n\ z Zc OZin WcOpN _ .. _ _.. to ZOOS co O M U) c 00 LL IE DRAWN BY:)F EL STOOP OF N.FLOOR °` 4/20/2019 MEGi9L�: SEE PIAN EL�' N PROPOSED GRADE ® I 1 ET NO: M --------------------------------------------------------- - JUN 1 7 2025 LEFT rk SCALE:1/4"=1-o Boa d oflTrus ees A 4 8 --------• n8'-a" 9'-6" 9'-6" 9'-6° 9'-6° 9'-6" ___._._.....__-_ __ _.._. _______..__ 8'OtA PILTNi L - = - ---- -- -= -_ _:_ _ -_. -_--_ : (TPP]u�, _ _ �, V w =_-= __ = =_ -- -- (t)2%I2PT6I9EEC (2)t%121T6IROE4 f212xi2 PTLIRDER 1P IIM PIIIN6 O 4 �9 (m]rwl) /�" ja (nrtu�) (2I]X12 PT6tYCE➢ LLJ (JSMPT6 ER I43xlz PT6IPOEP (2)3ma"aba Q O 0 p o V m 6'-11° 5'-7" 5° 5d IT PV-D* G 2X2 AW W 12)zo2PT6IRDEY It (21]l0i L ER I21]lag PT6 E¢ ;:B'OLt PLSNG 3'-5}" 3'-5}" 3'-!0}• 2'-3° 3'-0}° 3'-10}° 17bmPPLEW (mtuy c oII LU ospii i IT DU PRadG ]X12 PT6IPDEA ]X12 PT .. PT6IPCER (muU 6II1DER t) mv]ua) ai W (Z)2%Iz vi 61FCEY A\ z Z Ln U W cflpN 1 6-11. 6'-11" 6'�11"------- --6'-11" 6'-11" 6'-11" 11 5'-7" Q Q 0 (o ti 5° 1_ 5" z 424 6-W 5° 1 1 Q_ m� LU W LL a PILING PLAN TIMBER PILE SPECIFICATIONS � SCALE:3/16"=1'-0° DRAWN BY: ]F 4.ww' roeea',°�°erm"wn�'i�,e�m�Ae 4aasn m ofvau°iie wccP6n eFw°w v.1uF.io oelsN,xE c,3J®RaF,cwirni CONSTRUCTION NOTES-MOY n oarN.P.mm„o:Frrw"anP�,.,won„m,�airnmNo�•w,m.P�o-..P�v°n..,,"a.obc..n �o 1.PILES TO BE 10 INCH WITH A 15 TON WORKING LOAD. 4/20/2019 DECK PILES TO BE 10 TON WORKING LOAD nmP.�.ro °n�+� �"� .PPt��rooP .u�.o« P�P mm,mrPP.ieP.®wm.,,mrnToc°w�ure�]P.,"w,uxemn. Ho,�.�y1 2.TOP OF PILE ELEVATION SHALL BE IN ACCORDANCE WITH nl: f. �� o ��aP �P� ,�,�.,e,,,r�.�e,�Ir�.Per.�P�P�P�P�roPP�,,,P��",.�,,,tw,�. 'Essio�'''' (� SCALE: SEE PLAN aPP L5 ARCHITECTURAL DRAWINGS.CONFIRM WITH ARCHITECT ELEVATION PRIOR TO THE START OF INSTALLATION Pa�.t�P»�w�2°°����,�P�„e•P�,�.,,"�t�rP2P�P�,�.P�, �HEET NO: ncursewnr.wraPv�roacwrc�PnwPw,aP.nxvuawverv,wvuaww�,ureawc�maswavP. 3.X-BRACING FOR THE PILES SHALL INSTALLED IN WALLS 4.ALL X-BRACING SHALL BE 2 X 10 AGQ °"�'"°E1�m'"'��eY""*^N°^�"""'^""� J U N 1 7 2025 Southold To A-3 Town Board of Trustees A 42i-4" • 7,_10,1 13'-4" 81_91, 8,_9H 3'_8„ �QFssstia�*'" w -,vo z W C J U N !� A 1 7 2025 u, cn a DE CK W O Southold Town y x Board of Trustees FW&120611-4 SAA5 Cl�45 FW&120611-4 SAAS CW245 a (3)1-3 4X31.114 ML HDR O O Fp 3)ZX1q HDR (2)1-3/4XI3-I/4 ML w/3/4 STEEL HDR (3)2X10 HDR' § NI N G m MASTER BEDROOM a' 2'-4" LIVING/DINING m 17'-2' 23'-11' e a o• p �� m LU Ecdk c 8, 1X 5'_8Z1, 6' SO" 6'-6" vl 10'-7" DECK (3)2X30 1 (3)1.3/4X9-3/2 ML N 2'-6" 2'-6" -— —-—-—- (3)1-3/4X9-1/2 ML w/ - (3)9-1/2 ML o La" HALE. � ^ � ^ a' (2)9-1/2 ML 1 � T LU MASTERBATH F+ ;� in _ �a i-� W .^LJ " I Pa .AUCHANDLE0._J ----_ Z _� LL UNDE4 STAIRS o`■ N2M. � p1Y -6 N _1. °o " 4 TCHE Z' ---------- 0® o o U J X 0 Q0OCfl Zm=:D ;, d co 0-5-O O ���,3)ZXIO H3) LU acTEMPER ;2X0 HDR R TEMPERED• LL CW135 M35 1/0-3AWOX6/8 CW135 CW135 0 _1D a ;�� _�zxeTIRDER _ NATURAL GRADE:EL.7.0' 0 7',0" MPOST (TyP) NEW GRADE:EL.10.0' TOP OF FIN.FLOOR:EL.14.0' DRAWN 6Y:IF 11.USE3/4'T6 ADVANTEME"GINRREOSUBFI UWr,INSTALLEDWITH 4/20/2019 5'-7" 7'-6$" B_0 ° A 8'-01" 7'-61" 5'-7" MANUFrnJR'1MSTR000TTDNs ANOsuariooaAD ESIVECEn �`/�� /� az'--I" 6'-0" ���"�6M AT B•-0'IMIFSS OTHERWISE NOTED. SLl1I.E' SEE PLAN 31 EXMWR WALLS TO BE FRAMED WITH 2X6 OF-SMOS AT 16.Ot. ' Al EXTERIOR SHEATHINB TO BE 11r YWCA MCDX PLYWOOD. 5L DOUBIE IA ROOK ZO TS UNDER PARALLEL WAU5 ABOVE ANOUNOER SHEET N O AALL BATHS.PROVIDE BLOCIONB -0 AT8' OL.ANDID MSPAN -------- 61PROVIDE3-IXMOFC2HEADERSOVERALLBEAPi WAILMB"SS 4 STUDS ON EAM SIDE OP NOTED.O S PENOY PROVIDE3 TAM 51UDS ON EACH 15T. FLOOR PLAN SMUMMICROLAMHEADERS. SCALE:1/4"=1'-0" TI INSTALL FIRE BLOM"c,FM COLLARS.CAULLTN6,etc IN CE111%S FRAMER OA 1 AND/bURSECIING WALLS.LOAD-BEARMnONS. (MAX M'OQAN D INTERSECTING T CHASESECTING VENTS,OAb-BEIPE EIRATI WALLS, c PER CODE. -4 812NSTAL.—CE AND CO DETECTORS PER CODE A - 48 Of NE{y vg 6Q o `�oFEsslo� V oZ = w � AAA 42�4„ uj (] 38'-4" 2'-0" O w Ld1 A x7'-9�, 7'-91D 4'-5I, s °CW24 CW24 CW24 CW24 aoC yh o (3)2X8 HDR (3 2X8 HDR X!NOR (3)2X8 HDR (3)2X8 HDR y � � O O u � ' X N N 0 - 71_21" 10'_7" NO =-. (3 1-3/4X9-1/2 ML w/(2)3/8' TEEL PLATES ti O , (3)1-/_4X9-1/2 ML w/(2)31r STEEL PLATES_ . _ ____ _ 2'-6° __ 2'-0° __ _—_ (1 _ (2)2X8 (2)2X8 2X8 (2)2X8 U1 ■i�,F� "' BEDR®M i o 2,-7„ 2 �� BEDROOM 2 N ` /---3 C UJ __________ _ W __________ p Z O N Z z � e - �k c in 3' 1" 4 2g' .�, ^k f\ W Co O N C x -'------- LO � en O V/ ZOO ti r` 12'-2 2'-5„ 5_4; �„ u g-7' i` 1 fA O� (C i P1 (3)2X8 R ; Lu (L (3)2X8 HDR (3)2X8 DR (3)2Xh HDR TEMPERED (3)2X8 MR IL 1. �I[CW24 CW34 ""° CW34 �24 JUN 1 7 2025 - w 4'-9" 6'-41z" 81- f„ 8' 0 „ 6'-41„ 4'_9D IL r o° 38�-4° Southold Town Board of Trustees 42"-4" DRAWN BY:]F 11 USE VV TW ADVANTECH D462QMD SUBFLOOk".D15TALLED Wm 4/20/2019 RM6 SHANK OR SCREW SHANI NAILS AM 5V8FLOOR ADHESNE PER MANUFACTURE'SIKSTRUCTTONS. z1 PLATE HEIGHT ATB'-0 UNLESS OTffRWISE NOTED. SCALE: SEE PLAN 31 FX'0WR WALLS TO BE FRAMED WITH 3X6 UFM2 STVOS AT IS'O.C_ ZNDFLOOR 41 EXTERIOA SHEATMW TO BEVY THO(FIR COX PLYWOM SCALE:1/4"=i'-0" A 51WU5S TNERWSENOEAbMS D.AMOVERALLBEARIN6r.TOkA WALL t.2YS SHEET NO: '1 ' UW.ESs ON SIDE NOTED.AM ovENLJ6s OVER Fr.TO HAVEz 3AC[ ________: SNDS ON EACH SIDE OF OPEHPI6. 48 6).INSTALL FIRE BLCCW*.FIDE COLLARS."VLKM.e FCMMS5 (MAK M. ER CC)AND MTSEC WALLS.LOAD-BEARIM WALLS, FRAMED 0WAIET/DUCT CHASES,VENTS,PIDF PENETRATIONS,etc PMMOE.7),I45TALL SMOKE AND CO DETECTORS PER MOE A-5 A ME�Yo 'tss3 - --- --- - - --- ---- ------- L u uj A o � o Onyx C4 f 12 12-- -- - - - 0 4 L _ j - I lu 1-3/4XIld/13 MC RIDGE___.:.:...... � W _ � � � 0 � � I z ?Lh 12 !12 (, W(O 0 N V _I ' 4 12 CO o Zm=ti JUN 1 7 2025 0Fn o M >� W °-� r --- y outhold Town 0 Board of Trustees a. t}INSTALLIx6 DPAI COLLAR TIES AT46'040R AS SHOYAV ON PLANS. ZL MST ALL FIREND INTEAFTAELOLLALLCAVAt4E,etc IN WALLS. 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USE GALVANIZED LFINCCOAM)ROOFINGN/7LS.11-IZ GAUGE WITH AT LEAST31W DIA.HEADS,LONG ENOUGH TO PENETRATE TTRIOUGH PLYWOOD. O INT LES USE➢NA PESHOYAES NA6.5 SMD* TO BEfLVSH WITH SNDNWES BIlFNOT A 6 CNTING URFACE. 9}GUTTE9s.DOWNSPOUTS.DRYWELLS TO BE INSTALLED/REDUCED AS REWIRED. � V . O W � 1.3/4X11-7/8 ^ MLR DGE 12 vi F�1 -7-� 4.4 O O ,y OG 2X8 DF#2 C7 @16.00 / MAMMAa O O y 12LA 7 @,6 0(. RpLl 3/4'SUBFWOR X 'OC 9-1/2 TJI230 WOOD-I FJ @16"OC 9-1/2 TJI230 WOOD-I FJ @16'OC (2)2XB GIRDER ML � l �� exe 9 POST 1 1 9 1/2 TJI230 WOOD-I FJ @16' Lu OL 2X8 AC @16'0 2X8 A Z @16'OC U■ (2)3X12 PT GIRDER (2)3X12 PT GIRDER V r Z (2)3X12 PT (2)3X12 PT I� Z� 0) GIRDER GIRDER V W co 0 N to Qooco 8'dia PILING Z in=ti (TYPICAL) O F- om r CROSS SECTION A �i LU co 4 8 SCALE:1/4"=1'-0" O ]0a.JUN 1 7 2025 f 0 Southold Town Board of Trustees DRAWN BY: IF 4/20/2019 SCALE: SEE PLAN SHEET NO: ac.oszs�° �oFesson° A-7 _ AREA/INSULATION SCHEDULE REScheck Software Version 4.6.4 NAMEAREA WALL FLOOR WALL CEIING INSULATION INSULATION INSULATION CN/i Compliance Certificate IST FLOOR 1068 sq ft. 1077 sq.ft. 030 R19 021 2ND.FLOOR 961 s4 ft. 1077 sq.ft. - 0t9 P21 05215 Project FRONT PORCH 28 sq ft. Rive DECK 506 sq ft. - - - - Energy Code: IECC LU rT, Location: Riverhead,New York Construction Type: Single-family V Project Type: Now Construction Conditioned 24%Floor Area:0 ftZ Z Glazing Are EXTERIOR OPENING SCHEDULE OW a 1�.J( Climate Zone: 4(5331 HOD) Pennit Date: ID W. MANUFACTURE MODEL TYPE CITY SIZE 0".SF EGRESS TE/ADE7tED U-VALUE S/16C Permit Number: 105 THERMATRUSMOOTHSTAR ENTRY(TOO) SIDELIGHTS,DOOR 1 I/0.3/0-I/OX6/8 36.6 sq ft. Yet Yu 0.25 0.27 Construction Site: Owner/Agent: Designer/Contractor: 102 ANDERSEN 400 SERIES CM35 CASEMENT WINDOW 2 2'-4}'x3'-413/l6' 8.osgft. N. YES o29 0.31 � r^ w MOY RESIDENCE �r WEST LAKE DRIVE SOUTHOLD,NV 101 ANDERSEN 400 SERIES CW145 CASEMENT WINDOW 2 2'41'x4'413/I6' IDA sq ft. Yet No 0,29 0.31 � W �•,•( OLD 202 ANDERSEN 400 SERIES CW14 CASEMENT WINDOW 3 2'4}8x4'-0' 95sgft. No No 029 0.31 O 01. cbmp 108 ANDERSEN 400 SERIES CW245 CASEMENT WINDOW 2 4'-8}'x4'413/16' 20.7 sq ft. Yes tb 1 029 0.31 Compliance:7.1%!<Ib r Than Cotla Naalmum UA:368 Your UA:342 6mxlmum SHGC:0.60 Your SHGC:0.29 Tha n ae¢u<rw<rtt Tmn wee tMex rePecn how doff m mmPeana me noose is eases on mee¢ad<onwet. 202 ANDERSEN 400 SERIES CW24 CASEMENT WINDOW 3 4'-81'x 4'•0' 16.8 sq ft. No No 029 031 ES O W ¢DO WTprmide an atlmam of eneryy use Rrcmt rcDtivemamWnwmcoda home. `^•i 0 tot ANDERSEN 400 SERIES FWGIZG611-4 GLIDINGbOOR 1 11'-9'x6'-101' 80.7 sq ft. Y. YES 0.30 0.26 Envelope Assemblies 108 ANDERSEN400 SERIES PWG60611L GLIDING DOOR I 5'-I11'x6'•10}' 40.8 sq ft. Yet Yu 0.30 M26Gr-s Are. Cavity Conl y 102 ANDEPSEN400 SERIES CW135 CASEMENT WINDOW 1 2'4}'x3'-413/16' 8.0 sq N. No No 0.29 0.31 FlOOr 1:All-Wood JaLtt/Truss:Over Unconditioned Space 3,058 30.0 0.0 0.033 35 103 ANDERSEN 400 SERIES CW135 CASEMENT WINDOW 1 2'4}'x 3'413/t6' 8.0 sq ft. Na No 0.29 0.31 Ceiling 1:Flat Ceiling or Scissor Truss 97 21.0 0.0 0,047 5 106 ANDERSEN 400 SERIES CW135 CASEMENTWIIDOW 1 2'41-x 3'413/16' 8.0 sq ft. No Yet 0.29 0.31 Ceiling 2:Flat Ceiling or Scissor Truss 961 23.0 0.0 0.047 45 107 ANDERSEN 400 SERIES CW135 CASEMENTIVIN5OW 2 2'41'x3'413/16- 8.0 sq ft. No No 029 0.31 Wall 1:Wood Frame,16'o.c. 1,077 19.0 0.0 0.060 37 Window l:Wood Frame:DDuble Pane with Low-E 214 0.290 62 108 ANDERSEN 400 SERIES CW145 CASEMENTWINDOW I 2'4}'x4'4131Je 10.4 sq ft. Y. No 0.29 031 SHGC:0.31 Door l:Solid 37 0.250 9 IDS ANDERSEN 400 SERIES FW61206114 GLIDINGOOOR 1 Il'-9'x6'.10}' 80.7sgft. Yes Y. 0.30 026 Door 2:Glass 202 0.300 61 203 ANDERSEN 400 SERIES CW14 CASEMENTWINOOW 2 2'•4}'x4'.0' 95sgft. Na No 0.29 031 SHGC:0.26 Wall 2:Wood Frame,IGn o.c. 1,077 1910 0.0 0.060 S8 203 ANDERSEN 400 SERIES CW24 CASEMENT WINDOW 3 4'.B}'x 4'•D' 18.8a9ft. No No 029 03I Window 2:Wood Frame:Double Pane with Low-E 104 0.290 30 SHGC:0.31 204 ANDERSEN 400 SERIES CW14 CASEMENTWINDOW I 2'4}'x4'-O- 9.5 sq ft. W No 029 0.31 Compliance Statement.The proposed building design described here Is Consistent with the building plans,specifications,and other 205 ANDERSEN 400 SERIES CW14 CASEMENT WINDOW 1 2'4}'x4'-0' 95sgft. too No 029 031 , calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements In (� REScheck Version 4.6.4 and to Comply with the mandatory requirements listed In the REScheck Inspection Checklist. 207 ANDERSE04DO SERIES CW14 CASEMENT WINDOW 1 2'4}'x4'-W 9.5 sq ft. No YES 0.29 0.3E 0- Name-Title Signature Date GENERAL CONTRACTOR TO VERIFY ALL HANDINGS,HARDWARE,FINISH,etc.WITH OWNER. �� ALL ROUGH OPENINGS,UNITS,etc.TO BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. ♦1 ALL GLAZED OPENINGS TO HAVE DEBRI-PROTECTION UNLESS USING IMPACT GLASS. -+3 W ALL EXTERIOR OPENINGS TO HAVE DESIGN PRESSURE UPGRADES AS REQUIRED AND TO Z Protect Tile: Report date: 04/20/19 HAVE REQUIRED STAPPING AND HOLD DOWN ANCHORS WHERE NECESSARY PER CODE. U Data filename:C:UlserAhand2\Desktop\Current Projects\REScheck\MOY RESIDENCE.rck Page I of 1 Z CD Z to WWpCON 1 Z00ti Tl n � D �M •�` �• CnaOm W Cn !, I . o fill" �IL FIT !r i Y l i• I !r I !r !r DRAWN BY:JF ca r tv as I "mt TVPI[AL WINDOW OPENING i i 4/20/2019 IANfCSPAN Chat Cn SMWF0. 1 I f U TINN4f4T 'I r TVPTc<L DGnR OPFMN6 SCALE: SEE PLAN Ale EgWLaOR drAHHI SLOPE'1/4'PER FOOT PITCH TO DDAINN �muooaa TVPirAL MULTRLE OPEMNGS VY16 SMN rJiFAlel nNN a i8T aDma evaRx ND Eg1910R5M.IlE0. . oar WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANELa�T S H EET NO. -- - As PER SEC 1609.11,2015IBC ALTERNATIVE FOR OPENMG PROTECTION(IF NOT USING IMPACT GLAZING) ------- ---Eo tcRa MWOOD srR PRorarwunmoma:sOanut ucrwAt wns notot-.FiArMwV<" w000smuawAtwd¢iswrtx Almrww PLUMBING SCHEMATIC '� �`� � � �Dg � � rocMlW �µ1 t- mrsrwcrmxax4l.TwsaxorAsuasmvnox Ma lAa¢taa�vRE AROHxotts tvsrt8vs oamUPRasUPEurousa mtRlAlnsAnE. J Au PAxas nrsr N:art ro s�ua Reor ro us2 ou axr tow woeoAs ao ogam.RorrrtRs tUST ee tuRrro R>a w uT oreaw rt a ro o1a SCALE:NOT TO SCALE A-8 17 5 ( I J��N 1 , 2� Ti s l WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWWG APPROVED USP METAL CONNECTORS FOR PROPER WND RESISTANT&GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KPG SNDS \ kMIEAU. LRIFPIE S1110 WALL BOTTOM PULELATE Lu RIDGE LEDGER BATHTUB II AA HEADER "LE ART SDEWALL Z RAPIER O G.SIDS FIDpR UT NN!BfA"aDESIGNSW" AI SOS F TOIL M54 ���� CONNECT N 1 SOS OF ALL CORNERS ANCHOR TO MUNDATON N/ANCHOR BOLTS BATH/SPA TUBS TD HAVE A DOUBLE FLOOR.GISTS UNDER FOR ADDED SUPPORT uE� CONNECT TO 1 SIDE OF ALL GORNER5 ON LOCATION USP MJMBER OES-M. APPLICATION LOCATION USP NUMBER GESCRIPTON APPLICAPON RAFTER 92E USP NUMBER DESCR:PTON APPMATYJN SUPPORT EACH WALL RUNNING PARALLEL AM ME FLOOR Q F"1 HDIO DOWN BOTH BOO.PUTS OF 2N0 FLOOR AND TOP ALL CPEMGS LSTA12 1-1 4 12"2 STRAP APPLY TO EACH JACK SID ROOF LSTAZ4 1-1/A"Y21'2 STRAP PLY AVER RIDGE 10 EACH RARFA .B-LB LS2fi IB50.SIGPC HANGER PPLV N EACH REFER(LEDGER r^ RNA w D. AD55 ANCHOR PUTS OF 1ST.BOOR.CONNECT TNiOUGN / � G9a OBP. JplSi O!RECTON mTH S2).GSTs uxGEn DAu. W v, FiI FOR JOIST NOT OIREC NY UNDER PARALLEL GALLS.PROY.OE -FLOORS TO EACH OTHER W/THREADED RE, ALL Pr RTJ OR RT2 MGM ANCHOR APPLY N EACH CRpPLE SNO 2X10 L5210 JIBS..SLOPE HANGER PPLY N EACH RAPIER/IEDGFR. 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ALL OPENINGS 4'-B' LSTA24 1-1/<'.24.20SR.SWAP ANU JACK 5TUD5 SHALL BE COVERED Al CORRDSDN- ONTII.SCREENED VENT RESSTAIT MCTAL MESH mTH MESH ONTN.SOFFIT/E%T.PLYVADO � ' ON ALL OPENINGS PRI HEMMED EDGE AT OPENMS OF V.INCH N D14ENSION FLASHI-u TO FORM LH/JMEL INSTALL AV O.C. LOCATION USP NNIBER DESCRIPTION APPUCAIIDN SOFFiTED EA'c ANO 50 AS N LIA:KTAW 41N B'-la' 1S1A3C 1-1/4'd0'18BR.STRAP AND JACK SNDS GAP O PREVENT CAPILLARY CONNECT TO O ON ALL OPENINGS / AC TON I-6"RAFTER RTIO fO-)/4'v IBga.TDOWN ANCHOR EACH RAFTER PRONOE BLOCKING DeTASEETI JOISTS THAT ARE SPITED ANJ MSTALL 4'0"O.C. CONNECT 10 ROOF YSITAAMTN/ 0—BEARING WALLS AND HEAGERS le-W LSTA}6 1-1/4'.}fi'18BP.STRAP I'm JACK STUDS S'-12'RAPIER RQO 21-1/B'.2CRa MOAN ANCF'OR EACH RAFTER SOFTITFD SAVE DETER ON ALL DFENNGS ^• KEEP ROOFING NABS OUT 0529E fl WALL OF FLASMNG 1N0. • SAY RGEGI UPS BASE •••c MSILLNG 4INCES s \ RAiIFA RIDGE CAP OF SAME BASE FUSH:NG I.—CORNERS, EKTE\CS CHER AND AT MATERIAL AS ROOFlNO / SOPS 4 NINES AND UPS NALEO 10 SNEAMWG , SHINDIES AT BASE AM 4 INCHES THROUGH VENT 'ROOD JOIST NP PLATE GIRGER/HEADER SIDE WALL FLASHING ISi.FLOOR W>LL STRAND L BE N ATTACHED E WALL SNDS O4B'OC WORD JDRi AND ALL WNDON/DOOR OP'eMNG JACK BNOS METAL FUSIW^+AT ALL EAVES,SIOENALL$ WALL SNO EOOR JOIST DEPTH UP NUMBER DESCRIPTION APPLICATION AN RAKE--PRONDE HEMMED EDGES SO RAFTERS AS TO MR M DRAINAGE CHANNELS AND WSTALL 4'O"O.C. PREVENT CAPCtARY ACTION A--B' LSTAI I-I/a'vS5'IBRa S1RAP AND JACK STUDS LOCATION USP N ER DCSCRIPTON APPLOAION ,— PIME VENT FOLDS KEEP SPCA To LLo 1-1/2' ALL MISTS LGIMECTED N A RUSH HEADER 10 BE SIIPFORIEp mM ON ALL DPENROS CONNECT EPLH RIDGE LENT FOLDS fRC4 PEAK TD P.LLOiv FREE ME PROPER STEEL CONNED TOR. RAPIER/PUTS R115 INOWN A NCHOR DYER RIDGE N W INSTPLL a'O'O.L. RAFTER 10 PUTS CONFORM T)SLOPE >Fl PAS6ACE IF ABLE,SET G .COSTS APROX.1/2'HIGHER THAN LA HEAOCRE W B'-15• MSTMB -I/<'v48'IS...STRAP ANO JACK SEWS CONNECT OVER OF ROOF Tp ALLOW FOR SHRINKAGE h REGIME DUMP OUR II ALL OPEN0G5 PUN/WALL SPM4 ND PUTS ANCHOR PUTES N EACH SND /L/�.Z��!! DEL SILL PLATE •I Z �O Z Lo TERMITE B EUD L SILL GASKET r-ACC. oSTS (� W to p N TYP.COW.FOUNDATION (AL` BO41L WLY I GASKET E I 2.6/24 CONTNUOVS ROOD PUTS V —•�X —�l� OAMPPROOF EXTERIOR Y GRANVUR N.L • VA BOLTED N STEEL BEAM mM �A.� O O •Y STEEL CG,LMN ' 1/2'04t POLTS O 48'ae.STAG. 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ALL BOTTOM Pa TO F.C.M ON 1-2 STORIS GY GC _GF1001 JACKS A:VENTS DETAIL �EUBFLOOR COW.SLAB DOOR FRAME 6XG WIG YNM COMPACT FlLL I GDOOR MST COMPACT �R 9°LNOIT _STEEL BEA DRAWN BY: ]F . P.T.PLATE W/BY8�W411 :I SIDPE 4'DRNEWAY NOTCH MST AAD AD.NST HISI:NT ' • ' I IL' T2EN0 ANO4CC , <1 •WIN y 4, IDIBE APROK I/ OR HIGHE�TUJI HOOD ,• 14 •• • STEEL BEAM TO ALLOW FOR SHRINKAGE 4/20/2019 '• BEAMS 4 W•W W••i'• • (PRONDE STRAPPING T)KEEP M SR AEGIRC) .W 41 a • • O�I H 0•! 0%8 M. _ M N. e.Ea l e > • O Q'W Q'B O A•e•A �_NOTCH BEEN MR MUDSLL IF REOUNE)--4AKINUM •O B••I SU(FLOOR •' O REINFORCING BM Vt NOTCH EQUALS 1/4 DEPTH OF BEAM O A SCALE:E: SEE PLAN .O '. REINFORCING BAR • I�A'W W �IST GRAN TILE TV 1•• GFCT METAL/HP FELT IhIDFR BEAM AT POINT ) 4 STZI.BEAM 12' OF CONTACT mM CONCRETE OR COW.BLOCK • }' PLATE(BOLTED 10 REAM) TYPICAL COW.MONOLITHIC FOUNDATION.REINFORCE mTH(2)24 REINFORCING BARS THICKEN SUBS BENEATH BEARING MLLS AND COLUMNS. . . SMMS N Lm BEAM REINFORCE FOOTING mM(2)J>REINFORCING BARB - }'MNWW BEARIKG SURFACE MR ROOD BEAN GAUGE DOOR BIDCNOUT SHEET NO: BEAM POCKET _ D A-9 JUN. 1 7 2025 Southold ToUrn Board of Trustees I i�l 1 11 i WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS J U N 1 7 2025 Southold Town GIRDER TDKfM%VAUM .tt• Board of Trustee _.,t... DECKING DECKING DECK 101fT -JOIST vrmAMnfnucsaDx. COMWUOiIi FLARwEG FK3Omm _ TH¢9UGHOLn WOH WAsIEu (2)1/T GALV.OR S K. LU Te W onrLLDu41oKXaN.s vAST)oDT HAHCR4AGULYFOTo vnLVDET WATEn D314115mN IIDLE¢ i1mP CARRLAGE BOLTS WFM AND)OISTiWM ON TOP MIST GIRDER r WASHERS AND NUTS l� V 4w¢oAw cADIRro wEvsxrWArDI SIMPSON CBS DmusnN)[3wEa AND ANCHOR W DKRDG VY DK FA9ANPONBIXTA .L'v,� ANSI flllSll ONroO tDOKS'a¢ADHF3N19 y,. CONCRETE POST O "r' f1000. IST Adwt.M MANUiACfUaE Wff0.UCTIOND ¢ PIER 1O1i rMUL DK4EDUTS "/n'""'L"aANO ;;�•� IXc)m]c DECK/PORCH RAILING MW s A mIn NANG4A DECKING DECKING •1'i ate•'�' DKKmDTS 1 i/ ]KACOLEDC4nBdIID NF bin TK)NWALL ..1..3 Q a'� IouiovNwTmN 1:�.•• mmlEAuc� DECR)OIST DECKJO- Uj f0 WALL N�)4�V, GNDVTATANClm¢ ...b?•`, aCACp LEDGF0.ROMD V/ VJ Ih•=,'ll LOCATIONS V a SDNfON DTDE HOIDOOAW •�ll GIRDER GIRDER aun¢oARD LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL o W zxl �«ML a. W YMD (� THROUGH-BOLTS Y s'MA)L DEOI W6T VJ TH ouc)ABIXn RuuIIAYEA DIAMDER osvr.vnor Hour FoaT)EaoucHaDLn Mw. O 11NLLFE IrOYT09A16`WDLMSDE¢.T6OVGNBOLn R[i]UIRFWAMF0.[AT THE BOLT O O IIGDANO NVI'. SUADSON CC SIMPSON CBf Ol lrr Gtv,O0.Ft xR BIOCNWGAT[AM vosr F%PANSIONAND ADHESIVE ANCHORS CAWRMLEIIXn WIM ANT�CWtM ndTN0.[ADED ANCHOR ANCHOR wASHFU ANDNV[S AND eoFroM Ir oc siAfF rAslD)FW useAPv¢oxD[wANsroN 04ADHFSNEANomRSWHM ATrAOmxe AIEDLWBOA¢D jp.0 CONCRETE N]¢OJIf MACONC¢RF00.f01)DMV°NRYWALLUAIORMWIFDCf0.DEfAILFNPANfmN PIER P05T-TO-DECK CONNECTION y AND ADHFSNFANCMO0.B0.n MALL NAVF A DIMI[iL¢OF VY.WNIMUM SPACWGAND O O O P1' O srM.m�a FFmD LMA3 Bmio4fwmiuvEwAs THBMwuvAcnnFas aEmMFNOATKwR Au rAUK 1VYMDL fO¢IIOa TAG SCREWS O O O yA.MW. WXREVAMALL'A MMFMLAU Y%0AMRE {NAILHAVENIOTN= 1'hNk. YMW. L[pLfA IAK.X¢fwnWDUGNBIXT. D41UID¢ND19AA•DMM[R0.HOLCS.ALL4L5DMLL Bf DISFAl1ED Wlf)1 WAMF¢S. 00.ANCHOA WIM WASw4 IAL BOIrSSNALL HAVE 4VIUNTIWFMFDSHA3R LLibTHMUSTPWETMTF B[YOND � ��Hr 0.w bNID A MwwVM vr.lW 1CnESR ANDn'AMRS MUST I[CALVAMZFDO0.AL CONCRETE r LEDGERLOK SCREWS pIE0. p IEDLE0.LORIC¢fWSSMALL6IAMINwUM LMLTN OF B'.IEDCALLOKKNOiR SHALLNOT 4'DKAAAKWUM It fOR LEDGER BOARD FASTENER SPACING AND CLEARANCES MA ONRY.CWX0.0EI--{ULLD.9DWG00.4 UD OAM • WRMTKM.fFIIEWS f1MLL¢EA MWwUM DSTANCLOF 3-VA'NOIa FNOf AND 4Va• f POM TOP A)9 BOR°M FDfdt. 24'K24'K12'CONC.FTG. EFANDR.UL NOTES: 3'BEIOW GRADE AD rBazanelMll•w M.0 b.eF mM9 rorow•xB13pn ,¢����*� (ALT.:BiGF00T FOOTNG) PmwdBd 9R.N,nD vmpabmN. � Sn+• B.TTP.L HNMnBF YNh draw vml nCl¢n tneD maven Oumd dlemin PlN WrtI-V4iNo W rotgnenr 36'MW. Men 1IMnF.If MB bMreB lF n9ttlrtulMM dW 6e¢e a IVMWrdnn¢nd¢n Drtt ka°a NdvS ab rot PBttn ' MenEW bKM v¢n Blrodwvn Ovn iaNmd i1000.MFATNWL NAaA'GM IJ)'DWAETE41AL XlFWf. ATfACNro NDIST VYDWAflE¢uLXPON. dmamnn OZ%14¢W. , 6'MASDMUM ONCFNTEAro THROULHBOIn WITH WAMDIS WRHAMINun1M TH4000H40Ln WRH WASHfaf ]/•T)ve lL HendraW Wtn¢per4PAnr Mmt 6V1 JODTS WfS)3 HOLD GOWN 04rtEKAwORSCRDvt {wpmN DTD[HOIDDOnN OF P9)WNAIt3 On B'1FM4410¢XnfWf 1VAPSON DTTxE SSpIDDPN9 Ert°� lu IN Y:M AeAd.PeMbL Mgerreanerte mEoM 4dno1M pmAP.lhr Br Q.rlYexv MeB negYl MM a �K,���„� n�,� STAIR RAILING � woamFm DKR 1)o0n )our 4tl.v%IJn]ie Ildt eBmr.MBewd<n Pe4ron aMP LOUT ptoen.The nRidd dePln dull<enDlAe mr albnl3/B 1-V]'mACECL 11RNDED¢ODMAYB[ TH¢fADID¢ODMAY I[ aKA m¢MI W[U ri91 kn V.v:IJ/a brhn bdo.l UN HMB'N slovmwrouD MWwuMxxmL3R• sLovmuvro uo ne3n P9NIm NMe tA¢rs.Tn.tnnlmnnwanof ra AY fAOMTHEHOUtf AITATCHEDromIST AWAY fYDM THE HOVS[ AeMtW ebee Mere:nt dull be i-Va hldet me 1(Nfr11A1.,(h¢ LP . WFB WTM DE)IgI HARS mITTHA[Yf0. tAADFA r �0.�]-3�/41Mrt E�.i Monlme.mbimum HANDRUIs ANp[UNOI \� Iy WLu LAIVSR¢f � z Iod TH¢EAnm NAR 04110 LL'OOD KA04T, LATERAL_LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS(PROVIDE IN(2)LOCATIONS IN DECK) EpOire nwaRowsY oNG AT ACH D O Z Z In W CO 0 N HA,MD LLGogcIo OH V E ALL i STAI ILS SHALL BE CONTVIVOUSTHESULL.WU � Q O O IFBWAnCONDRIKTFD WISH 3MfAOE0.f• OI IMPGUW NARSO¢SC0.EWBATfACH FI.m OA O[THE nN0.L HANDLRIP POATmN OFALLEIANDMILS AB/r MW.[rTFNTOF PIOCIJNG A1fA1 OUISmFMFMBFATOTw SPACE END:SiSICDSW3LB[IOCAIFD OMYOVe¢ MALLN OILTSTHA)xla/ ORINOaErNANYw %_ Z AO' DFMGUFMS MOWN. BYIF0.100.10fif CROS EAWE UMUDWSIDHO AJRFAPFSf1ALL ATfKNB)OC GTD DEIXWRS 1?DWAFTfI ULXPETH. PROVIDEAN�UNAlEM L41PPWOfURFACE ma was ATeae s*Acc[aED rrmouFx¢IXnWRNWADRas BEAM ASSEMBLY DETAIL (n O C7 oarl[xeaoKseuns swvsorEDmzlErna°oWN W �.O to DFCK LL ffAl0.RFAD 0 mm Q PAI BOARD N 1HPLSDFDRODMAY tF A�, LL MWwIW 1-VJ'TIDCK FIWRmKiT RDPiD UP TO LIx f1RWLE0. •Y•V■■AWAY i46M THE10USF RIOCwxG eloeRSM)nr Dwm onWaoDB eye i4L BAY ANDiR3'UOIY )OVTHANLOI )Oln O claDEwHUDEa STRINGER TO DECK(PORCH CONNECTION LATERAL LOAD DEVICE WITH JOISTS PERPFNDICI IJ ARTO DECK JOISTS(PROVIDE IN(2)LOCATIONS iN DECK) DRAWN BY: JF SPLICED JOISTS OVER HEADER/GIRDER CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA I CONNECT tt-DrnvN ANCHo0.STo F'ACH)o)sT GROUND WIND SEISMIC FROST WINTER ICE SHIELD ROOD NAILING SCHEDULE 4/20/2019 SNOW SPEW DESIGN WEATHERING UNE TERMITE DECAY DESIGN UNDERIAYMENT HAZARDS )oVFr DEs[R)RION N1., NOTES LOAD (MPH)CATEGORY DEPTH TEMP. REQUIRED a Enwc[n JOtSTTO: 4-BdTOE �/L�20 PIT 130 B SEVERE 3R. MODERATEUGHTTOii NONE . NAILSCALE. SEE PLAN 70HEAVYMDERALalDL. ]-W roE oLnTOMIST TBIOS TOE ANCHORp. M.v x"� NAR WOOD mIn1). ALL FRAMING,CONSTRUCTION.COMPLIANCE TO BE PER 20151RC.20I6 NYS UNIFORM SUPPLEMENT io rw n 3-taa tUIL r_E2). ALLFRAMINGMATERIALTOBEBI ACQ PRESSURE TREATED LUMBER meu AE 3'1 FAA¢ MDF . �Cla¢wl `y;q SHEET NO: JONT ON IEDLFA PF0. TOE WOODmm 3). ALL FASTENERS,HANGERS.AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL ro BEW 7-ad COMM )oKr NAD •'Yo. . °�rlF4 4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE roPpHT 3.16dC NAR 3-0' �v vRa `• FLUSH JOISTS WITH HEADER/GIRDER RSL oa> u ]-16d LOAD4O FWr TOENAIL 5). ALLJOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. XMMI C0NNEcrWroAWMHEAD[RTOBESUProFIM=II rO:T ••.re THE PP.OPER STFFL CODDlECT00. R ABIL fETn4JOIfISAPRO%.V4'ISIL11ERlHAN LVLIRADEAS A- 10 6). FLASH ALONG HOUSE WALL OVER LEDGER WITH MIN.10'FLASHING, ro AI3Ow Poa MAWUGE 2 n un rr I I 1,0 J U N 1 7 2025 GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE r PLAN CONTENTS: }L i).RIDGETO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3RSIDENTIAL - Southold Townt4/4•x 20 gauge map shall be attached to each pair of raRen In accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES B LD N USE RESIDENTIAL DWEW NG W-collertiebusedin leuofa ridge map.thewmberof lod mmmem sm8srequlsed QTY. SPACING BUILDING HIERI SEE PLANS) Board of Trustees CONSTRUCTION NOTES: in each and of the collar tie need not exceed the tabulated number of Bd nails In the strap. RAFTER TO B'WALL 3-8d COMMON EACH TOE-NAIL 1).The Information within this set of construction dommentt Is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE IV WALL.4-Bd COMMONRAFTER TOTAL SQ.Fr.OF CONSTRUCTION (SEE PLANS) Intent and framin del Is. m Intended as a mnstmdion aid.not a substitute lateral framing and$hear wall conrhectlons for miter.ailing truss to top plate shall be In CEIUNG JOIST B'WALL•3-Sd COMMON EACH g They nga shgw TOE-NAIL for generally accepted good building practice and compliance with current New York ecrardahce to table 3.3.When a rafter or truss do not fall in line wish duct below.rafters O TOP PLATE ID'WAIL•4-Bd COMMO IOIST State buBding codes.The General Contractor Is responsible for providing standard c r messes,hall be attached to the wall top plate and the watt top plate shell be attached to CEIUNG JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC.2016 NYS UNIFORM SUPPLEMENT W construction details end procedures to ensure a professionally finned,structurally the to the wall stud with uplift connections.Rooft overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL FRAMING ELEMENTS AS PER FLOOR PLANS,C0.0f5 SECTION AND GENERAL NOTES sound and a weatherproof completed product. shall be connected with uplift connections In accordance with table 3.3e CEIUNG JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION I WFCM-SBC IAP NAIL EXT.BALCONIES 60 2).The General Contractor Is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 O -is mrrent federal,date,county and local-it.,o ifinwas and regulatiom,etc Wall sad$above and studs below a floor level than be attacted with uplift conrheolom in CT RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 Fey These codes are to be considered as part of the spedftaflons for this building and accordance with table 3.3b.When wall fads above do not fall in line with dud$below,the n/ �r should be adhered to even U In varianm with the plan. studs dell be attached to a common member in the floor assembly with uplift connectors In BLOCKING 2-Bd COMMON EACH TOE ATTICS w/STORAGE 20 A ,FILIj-'1 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF(GROUND SNOW LOAD) 20 3)•Dimensions$hall take precedent over scaled drawings. RIM BOARD EACH END (WE LOADS PST) ROOMS(OTHER THAN SLEEPING 40 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON ) TO RAFTER END NAIL F� First wall$tads shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 a minimum embedment simps shall ha � rV/,1 4).The designer has nat been engaged for condmdlon,upervision and assumes no nen.Sl cmeet ve of7Inc Inches In concrete WALL FRAMIN STAIRS 40 G: A a pomiblliry for construction coordinating with these Plans nor re,pom@Iliry for foundation and daban-grade 15 Inches in rawonry block faundflixt&w lapped under NAIL NAIL GAURDRARS ANY DIRE O 200 {� construction means,methods,fedmiquw.sequences,or procedures,or for safety the plate and netted In accordance with table 33b.When steel maps are lapped under the JOINT DESCRIPTION QN SPACING NOTES (DESIGNED FOR CAT.Q O -J O prece stiom end programs In mnnedlon with Me work.There are no warrantless for a bottom plate.3 Irish square washes than be used with the anchor bolts.Anchor bolt EXPOSURE UT CAR /^r specific use expressed or implied in the use of thde plans. spacing Is to be spaced and sized In accordance to table 3.2a.in addition to spacing, TOP PLATE TO 2 16d COMMO PE0. FACE NAIL andwr bole are to be,paod between 6-I2 inches from the end d a t8i plate and el TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. mmett. TOP PLATES AT JOINTS FACE (ROOF-FO FOUNDATION) AI A GENERAL O A hit INTERSECTIONS 4-16d COMMO EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE O O 6).The General Contractor Is to emme that masonry w prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHFARWALL CONNECTIONS: STUD TO 24' FACE or exceeds manufacture's sped0catbm and applicable codes. Type I edsdor lhear wails with a minimum of 7/16 Inch wood structural panel on the exterior STUD 2-16d COMMO O C NAIL EGRESS SEE FLOOR PLANS AND SCHEDULE attached with lid summon W,at 6'o.c at the panel edges and 12•o,c In the fleid,and FIRE PROTECTION Ym'r SMOKE ALARMS TO COMPLY WITH NFPA 72 AND.1 IRC. 7).The General Contractor tr to consult with theawrha far all built-in Items V21nd,gypsum wallboard on the Interior attached with Sd coder nails d T ox:at panel HEADER TO 16d COMMON 16°O.0 FACE SM K & CARBON MONI%IDE ALARMS TO COMPLY WITH R3151RC. � r� O such as bookcases.shelving.pantry,closets,trims etc edges and 10'o.e in the field dell be In accordance with the length requimmentr specified HEADER ALONG EDGES NAIL Fr'i1 In table 3.15a•b. 70P OR BOTTOM 2-16d COMMO PER2x4STUD END TA DEIGNN/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind bad nequlremems$hall be taken Into account dhd comtadlon. PLATE TO STUD 3-16d COMMO PER 2.6 STUD NAIL ENERGY CALC lA ONS 2015 ECC 6).TYPE II EXTERIOR THEARWALL CONNEC710NS: BOTTOM PLATE TO: FOUNDATION NOTES: Type[Iexterior$has-IlsthalI mind the requirements aI table 3.15a-b it-the appropriate FLOOR JOISf.BAND JOIST. 2.16dCOMMO PER ENOT.IL CLIMATIC GEOGRAPHIC DESIGN CRITERIA length ad)udment factors In table 3,16. END JOIfi OR BLOCKING FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations details and cotes to GROUND WIND SEISMIC FROST WINTER ICEFHIEID FLOOD KEIfr determine Intended heights of finl,hedfloor(s)above rypkai grade. 7).INTERIOR SHEARWALL CONNECTIONS. FLOOR FRAMING• SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERIAYMENT HAZARDS b. Allowable ddewall length provided In table 3.14 shall be permitted to be Increased when - LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)mg. irderfor shearivallt are used.Sheathing and mnnectlom shall be In accordance with JOINT DESCRIPTION NAIL NAIL NOTES I • 2.4.42 and 2.2.4 respectively. QTY, SPACING 20 PSF 130 B SEVERE 3 Fr. MODERATE SUO'NUT 11 YES - Pect ty• TO HEAW MODEM7E 3).Provide 12°expansion joint material between concrete slabs and abutting JOIST TO: PER OE 4-Bd COMMO ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: corcete or masonry walls ooaring in exterior or unheated interior areas. g),CONNECTIONS AROUND EMER100.WALL OPENINGS: SILL TOP PLATE OR GIRDER JOIST NAIL Header and/or girder connections shall be attached with uplift connexions In accordance BRIDGING EACH TOE 4)•Any new concrete walls bring attached to ezhting concrete structure shall with table 3.5.Wmdow sill plates shalt be have steel mnnedon In auordence with table O JOIST 2-Bid COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE �Oe�gSpr- SHFA7HING LOCATION NOTES be installed with 15 re•bar,Ill'John at 12'o.e.Use approved epoxy for instillation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5).Unless otherwise noted,all slabs on rode to be 2500 P.O..Concrete to be 2-Bd COMMON4'PERIMETER EDGE ZONE Bd COMMON 6°O. lid COMMON®6"O.C. SEE NOTES:1.3 g To JOIST END NAIL poured on 4 Inch 3 thick Inch tic gravel fill with 6,6 acts mesh reinki%relative sueraultor slabs 91•CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1(BOTH FIELDS) to be minimum,Day tr).lhid,.All fail to be compacted ro 95%relative drnsiry,with Where a ridge 0 to be used es a slope cal beam,the 11 be shall ether a notched end BLOCKING TO: 3-16d COMMO MCH OE INTERIOR ZONE lid COMMON®6'O. lid COMMON®12'O.G NOTE:2 FOR PANEL FIELD 6°mazhnum IIRs Oayers). anchored on top Bing beam or tope inn.Co r shall be the Mil ro each miter-t be be SILL LEDGER TOP PLATE BLOCK NAIL along the open above part d the building.Connectbm to cite ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENInhVALL RAKE AND RAKE TRUSS Ind COMMON®4'O. Bd COMMON®4'O.C. SEE NOTES:1.3 6)-Crawl tpoces ro be provided with a minimum 18x24'access opening.Install one attached with The above requirements TO BEAM 3-l6d COMMO jOifT NAIL 8x16 cad Iran foundation vent for every 150 sq.ft.of area. NOTES LU DECK AND COVERED PORCH NOTES: JOIST o9 ER 3-BdCOMMO may tT�°i 7).Dampproof exterior of fouMatlon with bituminous mating a,per,edfon R40fi of THESE NOTES ARE ONLY O BE REFERRED O IF MENTIONED IN SCHEDULE NOTES ONLY. sit N.YS.Residential Construction Cade A 6-m8 polyethylene Rim shag be sippikd over 1).Unless otherwas noted,ell fmming material to be Pl ACQ pressure treated lumber. BAND JOIST PER END the below de ion of walls prior to barkfllll All fasteners,he arc and anchors to be Mnlzed or stainless steel. 3.16d COMMO 1).For roof sheathing within 4 feet,I the perimeter edge of the roof.Including 4 feet oneed,:ice of the rod peak, Pride port p ng. ng ga TO JOIST JOIST NAIL BAND 101fT TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8).Dmina a as per sedbn R405 of N.Y.S.Residential Construction Code, 2).Girders for deck joists to be bolted to each post with washers and ruts SILL OR TOP PLATE 2-16d COMMO FOOT SEE NOTE. OTE 1 Girders on concrete piers shag be anchored with propertied connectors andimed 2).Tabulated 12 Inch o.e nail spacing assumes sheathing attached tocolt¢+/ens„framing member with G>0.49. r, FRAMING NOTES nto concrete with a minimum t2•dia x T washer and anchor bolt with washe and nun Fos Sham ng members with<0.42<G<0.49,the nail riodng shall be educed ro 6 h he 1).All homing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posh supporting girders shnii be anchored toe 12'x12'z12'thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 12•dia z 8'long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 41nch o.e nell spacing assumes sheathing to rafter truss,framing members with G>0.49.For -0 W below grade.Porches with covered=ft dell have 12'dia.concrete plan for the gliders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced ro 3 Indies o.e 8 Sk STRUCTURAL PANEL ad W 23.Unlen otherwise rested,all framing and structural wood material to be 62+B7R. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Flr, 4).Deck Jold,to have blocking at 8'0 mc- CEILING SHEATHING: Z NAIL SPACING NAILSPACING AT INTERMEDIATE 3).Fbon.walls,ailin and rafters to be SHEATHING LOCATION NOTES ailing,a spaced at i6 itches o.c umes noted 5).A minimum of 10lnch Rating shall be Installed between the building and 1 NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD d' otherwire. g `' r [NT DFSCRID7ION Z Z In Ledger ro be fastened ro building with 12'dia bolts with waiters and wn QTY. SPACING 4'EDGE ZONE got COMMON®6'O. got COMMON®12'O.C. SEE NOTES:FOR (BOTH FIELDS) 64 where traded. NOTE 2 FOR PANEL FIELD 4),Unless otherwise rusted.all bearing wall headers to legth 3d0!3+a side Doug.Fir. GYPSUM Sd COOLERS T O.C.EDGE /` X Q N WALLBOARD 10 O.0.FlELD INTERIOR ZONE got COMMON®6'O. lid COMMON®12'O.C, TEE N07E:3 v I Owning well headers to e(3)Ja duds and(7)full length duds so each side of all 6).Concrete plan shall be a minimum V above grade. J x J Les opening. openings.LVL headers ro have(3)je I udsalso and have C2 foil lengthwsill plates on eacfor 2x4 e ofwall WALL SHEATHING: NOTES Q O t eo openNgr.gearing wall window silU dell also have(2)vriMow sill Pates for 2x4 wall 7).hit John ro be supported with hangers and andwrs.Each Joist dull also be anchored �� Z � openings between 4'1 and GO and 2z6 wail openings between 5'1I and 8'9.provide fire to girdw(i). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. m and blocking where applicable. QTY. SPACING 5).All 8).Covered Rooft than be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMO AS PER TABLE 3.9 1).Forwall sheathing within 4 feat of the miners.the 4 foot edge zone attachment requirements shall CO Q 0 M PANELS WFCM-SBC be�, anchors where applicable to all connectingjoids. PLUMBING NOTES 7A6'059 flush beams headers to be Installed with heavy dory galvmlzed hangers and LU d M - 6d COMMO 1'0 C.EDGE 6).Double up floor)oidt under wails that sun parallel to the flaar)old and under bathtub 1).All water supply,drainage and venting tobe installed as per N.Y.S.Residential PLYWOOD 6'O..C.FIELD 2).Tabulated 12 Inch o.c naB spacing asahshes sheathing attached tostud framing members with W Floors to have ceramic tile Installed shall be verified for proper load capacity unless noted Constmmon Code. GYPSUM 7.O.C.EDGE G>0.49.For famng members with 0.42<G<,the nail spacings shall be reduced to 6Inches a.e LL Sd COOLERS O on plans. WALLBOARD 10"O.0.FIELD 3).For exterior I rein atvimzed box nails shelf be 1 7),Provide 2-1-3/4'thick microlams(height to match floor John)around ttalrweil ond/o 2)•Verify septic rysiem with the Engineer for Suffolk County Health Department approval. pane g.g permitted to be subdlated for mrnmon oath. sy other access opening,amen the-].-led(typical). FLOOR SHEATHING: LL 3).If will duds,plains or Jolm ere cot out during Installation for any plumbing related crock. NAIL NAIL 1).PROVIDE 5/8°TYPE-X SHEETROCK FIRE STOPPING AT 10-0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. IL ids adequate bmdn not plates ro test d secure the strodum.Vest with the JOINT DESCRIPTION w Dorman running up coo/mften aerobe apposed W double miters on either tide Pam' can g e p a pro ac QTY. SPACING 2).USE TAMPION HANGERS AND ANCHORS WITH Z•MAX ALARMS PER FLOOR.PROTECTIVE COATING FOR CONTACT WITH ACQ. stain code and manufacture's remmmerdatbn for maximum hole size and sparing rsnithd 31•INSTALL i-Cot DETECTOR IN ADOPTION TO SMOKE ALARMS PER FLOOR. where applicable amass othenwBe need. STRUCTURAL PANELS 6.O.C.EDGE O HVAC SYSTEM NOTES Bd COMMO 1'OR IFSS I2.O.C.FIELD Section R602.8-FIREBLOCKING REQUIRED 9).Provide blocking/bridging in Door joists at H0 o.e.Use slid blocking in floor Joisis under all bearing walls 1).Medwnlml subcontractor Is responsible for adhearing to all applicable codes and safety NOTES: andFire t oform shelf f e provided to er oft all sun rles, draft openings(both vertical and horimntal) and to form an effective fire banter between codes,and between a top story and the root space. 10).Provide Insulation baffles at eave vents betimn mRem Install draft blocking as requl-ntc THESE NOTES ARE ONLY TO BE REFERRED ToIF FImNoddng shall be provided In wood.fmme m io n,true n cati In the following Ioom. needed. 2).HVAC subcontractor Is to ally coordinate all system data and requiremmn with the MENTIONED IN SCHEDULE NOTES ONLY. equipment supplier. I).a concealed spaces of stud walls and partitions.Including fused spaces at the ceiling and flow 11).Unless otherwise rhded,all roofs and walls to have a minimum V24 thick,4-ply Fir 1).Nailing sequirements we based on wall sheathing levels.Concealed horizontal furred spaces shag also be flreblocked at intervals not exceeding 10 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 ruffed 6'on center at Me panel edge,If wall sheathing feet.Bath or blanket of mineral or glass fiber shall be allowed as firebloddrig In walls constructed DRAWN BY:IF Contractor and owner for final review and approval. I,nal ed 3•on<enler at the pa rows panel edge to obtain higher using parallel of studs or staggered suds. 12).Unless otherwise noted we 3/4'thick T&G PTS Fir or Advantedh plywood mbfloor shear capadtles.milirg requirements for structural i�S adhered with PL400 adhesive and screwed to floorjoish.Finished floor to be Installed ELECTRICAL NOTES- members,hag be doubled,or alternate connectors. 2).At all interconnections between concealed vertical and hoizontal ryas,such a,occur at soffits. 4/ZO/ZO17 over subfior o at Per manufacture4 Instructions. All electrical to be indelled as per N.Y.S.RaldrntWl Construction Code. uctions. such as shear plates.shall be used to maintain load path, drop calling, cove ilings and ailing,. 13).M bathroom walls to have 12'INck moidaeraistam sheetrork.Garage walls and 2).When wall sheathing Is wrhtimuow over connected 3).In concealed spaces between stair sMngers at the top and bottom of the sun.Enclosed spaces jL ceilings and over furnace to have 5/8'thick type.x sheetrocls All other pads of building 2).All electrical work than be approved by a qualified Underwriter. menbers.the tabulated number of nails d en ell be permitted under stain shell comply with Section R314,8.N.Y.S.Residflal Code. SCALE: SEE PLAN to have regular 12'shatrock.All walls to be taped and finished. to be reduced lot-l6d nag per foot. 3).All elecMcal work to comply with 2014 NEC. q),At openings around vents.pipes and duds at tailing and floor level,toresist the free passage ofSCALE: 14).All roof with a pitch less than 4:12 shall be installed with an la 6 Water bailer or 4)butdl Smoke detectors and Carbon Monoxide detedon throughout tecsection R31a SOIL COMPACTION: Kama and products of combustion. approved equal.Fiat roo0 droll be applied with a Fmergla,base sheet with an EPDMas per ford,down type material over, and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 5).For the firebloding of chimneys and fireplaces,refer to Section RID01.16.N.Y.S.Residential Code. TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL SHEET N O. 16).All All plates and wood In contad with concrete W be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. be installed with a foam sill gasket and mp-r-tnc termite ddeld or approved equal. - 2).COMDACTIONOFNEWFILLSFfALLBEATLFlST95%PROR00. NOTE: SOILSAT 12 uFTS(TYPICAL).CONTRACTOR TOD ASTM 1)1557).HAVE FILL COMPACTTHE CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY TESTED BY A PROFFEssioNALAGENCY FOR coMPACT1oN. EXISTING CONDITIONS.MINIMUM 3000N CAPACITY. A- 11 PROPOSEDTIMBER AERLU VE1W ELEVATION VIEW PROPOSED 1UNIUR M Scale; 11 40 scate., I' I PCAY(2-2 S' VV), 1.']uNG EXI-STIN C. GRADE 10�Kl. PROPOSED TtE AOD p 4 C ji BOA Of IS Az s y Ex3 0 n m ; , PROPOSED TIMBER hi WALMS WxIV) 4e L AX z ii PROPOSM DEADMAN a PROPOSM CORRUGATED FNrCi SHPUTIUNC' FR-AY E E 0 U, DOCK ASSEMBLY DEf-AIL, (ELEVATIO- r ;, Seale., 1 If I, I _ j i'TN G 1Y`n Biwa HIP%VA LERS f Hj) L�j � $�'`'� 'l•:�F��j'35.F1'►;Y�tr 3�w91A�:R�.9i,.}'�; �' ��� � � �' r ���°� i� t i; b i, pF.0E tyhRD C-0F!Ft IC.MR_D ,� ti,. J U L 2 4 2025HLAVIING 1 i Southold Town i —=-- — — - —— ---- Board of Trustees I = i RE I f I I it ° f 'Q�'''1��, 1''��1 �'j }��{ dp '�}y� ASSEMBLY 'J��, }��j DETAIL �[''+��'�r-9 �]" .. W 4�E � i E AIL (AERIAL �_l_�' POCK. d LY�iJ.m..i.i7�.!!_w�J�� L..r 2�'�91 .A.��' (AERIAL) . �) 3 — {; 106Af U& R CORD' OL ERA - ! Sias w 750 West fake Drive # Southold, New York, 0 11971 S T T1rawn by-- 9 I - - i!' I .ib Scale :�5 l4�tti,L t� s - - r n. � oInc, f , , I a f I i i i i 1 us m�t�'ti. �¢ dart �;t « .�' cl�� and atr_ SRI aJ 7'J.iti:d; T7 F.�7.Cti o , � f.rCE11ENT I t be RE 1 l f i4 E. THI No Southol�To;vn SF olffmllee� lam— t y L®R r.•{c�, �a �t•�� �'it� t 1 +� k C __._.-�__ � F'1I1 hJf � 3 BULKHEAD DETAIL nuns v ' 2` to be REN�ACF.O i r ([(+I•T!:G�tD of kC'QrF.C_I CK1 Fp of 1� , y ,• �4' . j' � '!�� f' ,�v,� ' ,. i 9r�+'li1`�f`,$�[.,J4��'4,`'TICd�•� �,� • D� * � �� X rT1r�'d_o'�IMB R, �, ,f, ( � t+ � � !r. �Ire i` , ,. k i All, 4Ce�•aincl 1R. la,-a} S C y_y3 r n t'eal�cs;a rcq be L°i• '1_&'4 i.a, 7 t! Wh CA f'x lie a. •l J ED Imo:'1'ti1:PIL.Acm ► Y k, i TEST HOLE DATA McDONALD GEOSCIENCE FEB. 22. 2019 EL=5.9 0.0 MIXED SAND AND LOAM GW 5.5 EL=0.4 WATER IN MIXED SAND AND LOAM 11.0 WATER IN PT WES BROWN BOG 13.0 f WATER IN o BROWN SILTY SM a/o SAND rvQ� J!J. O 1 15.0 WATER IN SQ 51� N O O PRLE BROWN SW mo �fl FINE TO �2 Jr E COARSE SAND < (,L 21.0 ma, i o r m APPROX. H.W M'. o PROPOS 3o ED LINE OF HAY 2 83 BALES WELL GRq �' � LANDWARD EDGE c�T_OP OF THREAD L 48 �' SUFFOLW ENVINDS AS D;E OF TIDAL L WEST L IL/_6.7 `/ ' � � OOREBE TAL CONSULTI20. 2019NG. INC c RO i (33' WIDE) 5 5"oRIVEWAYOUS \ W o ___ ��•04'EL_4.1 °LE _ — _ — — — __ _ `1 / o PROPOSED RETAINIIv !- --` 4°g ExIstTN ` 0 �YS n ,STOP pF WALL �G/WALLS--_ / _ G WATER MAIN _ CV h� / Lot 119 1 7_4) /11 N7p' EXISTING STONE ROADWAY I. 43'50"V! WE LL It M LP LP ONITO / �� Q WELL / I� _ �`-�7\ /� i ; �'' d' 300.00' 11 1 it - DP I / I _/ I.� 4 l4 c� =T LP M/T �\ / II' MONITOR WLL CP LP / 11 CP ! °a MI I PROP. O I� WATER m 11 r �I i SERVICE I Q 30 !1 HOLE q II 5 ST 5 9 39 l� w �� o PROP� osED LOCATION 11N a 92 L — _ (3FBeoaooM) 11 0 t4.D ui 4,u 4fi Lot 118 �`0 ' S �� B O, W/PUB C'WATER now o w I� �T�NON- BUFFER L,_ PROPOSED DECK '� _ 6 08, o S t. J�h n S E r I s orrp erl y O pR MAfNrAIN DECK ''-� g6 p C�PQI MAINTAINED IN 48.2' Church PRESENT CONDITION) E�''� "-- I I I _ r+MBER � PROPOSED LINE NON- O cuRB __ I I I I OF HAYBALES CLB 5-5 N DISTURBANCE BUFFER ry I N ' t 11 r f,o o Surveyfor: 5 g6 11 1 1 ( FEB. 13, 2025 UPDATE SURVEY WOOD BULKHEAD ; ' ! ' N N 0 10 6 MULBERRY CORP. MAR. 24, 2021 ADDED NOTE N10.3g'33,W N6g BEACH 1 , I II JUNE 12, 2019 IND. PROP. STRUCTURES •44,34"Vy ' ' 1 I ' ' W Lot 119, "Cedar Beach Park" DATE: APR. 16, 2019 1 / JOB NO:2019-172 W PE LINE '�_ At APp ALONG,ROX. PR 89•g3- Ba view CERTIFIED TO: OP 4- PATH ~`'- y 106 MULBERRY CORP, W Town of Southold 3 W Suffolk County, New York `` 3 S.C.T.M.: 1000-090.00-02.00-001.000 20 0 20 LI TTLE �, I I I EC01 V 0 C SCALE:1'=20' NOTES: 1. TOTAL AREA = 8,861 S.F. ADJACENT AREA = 8,434 S.F. DAVID H. FOX, L.S. P.C. N.Y.S.L.S. #50234 2. o = SPIKE SET,*= REBAR FOUND. FOX LAND SURVEYING 3. SUBDIVISION MAP "CEDAR BEACH PARK" FILED 64 SUNSET AVENUE WESTHAMPTON BEACH, N.Y. 11978 IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY (631) 288-0022 ON DEC. 20, 1927 AS FILE NO. 90 4. ELEVATIONS SHOWN HEREON ARE REFERENCED TO UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY N.A.V. DATUM 1988. IS A VIOLATION OFSECT10N 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYR'S INKED SEAL OR EMBOSSED SEAL 5. THIS PARCEL IS WITHIN FIRM ZONE VE(EL 10) AS SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. DILINEATED ON FIRM BOUNDARY MAP NO. CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE 36103C0169 H LAST DATED SEPT. 25, 2009 PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY 6. SANITARY DESIGN PER OTHERS. ASSS°IGNEES"OFl"TrHE ENDNGI INSTED STITUTIONNCERTIFICATTIIONSE ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. DWG: 2019-172 I