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Home My WebLink About1000-94.-1-40 OFFICE LOCATION: h0��o� SU(/jy010 MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) cn G • Q Telephone: 631765-1938 Southold, NY 11971 ,c� Fax: 631 765-3136 CDUNTT`1,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: April 15, 2019 Re: LWRP Coastal Consistency Review for KEVIN S. McLEOD & CHUN Y. CHEUNG SCTM# 1000-94-1-40 Michael Kimack on behalf of KEVIN S. McLEOD & CHUN Y. CHEUNG requests a Wetland Permit to remove existing sunroom and shed; construct a 10.4'x24.8' (258sq.ft.) new sunroom with full foundation and access staircase; extend existing 175.5sq.ft. deck an additional 10.6'x13.0' (137.8sq.ft.); construct new 11.3'x18.5' and 4.3'x10.6' (254.58 total sq.ft.) lower deck; replace lattice overhang over garage with new 3'x26' (78sq.ft.) attached roof overhang; construct 2nd level 4'x17' (68sq.ft.) balcony on seaward side of building; install a proposed 20'x20' (400sq.ft.) new on-grade stone patio addition adjacent to existing 410sq.ft. on-grade patio. Located: 605 Soundview Avenue, Mattituck. SCTM# 1000-94-1-40 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, the proposed action is recommended as CONSISTENT with the LWRP. This recommendation is made in consideration of the conditions imposed by the Southold Town Zoning Board of Appeals in their January 17, 2019 decision (7230). Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney Board of Trustees Application GENERAL DATA Land Area(in square feet): 40 216--9 Area Zoning: R-4o Previous use of property: W,71-AL aN.ff AAe;tILY Intended use of property: ,ES! / Covenants and Restrictions on property? Yes X No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? _X__Yes i No If"Yes",be advised this application will be reviewed by the Building Dept.-prior t a Board of Trustee review and Elevation Plans will be required. f 3 Does this project require a variance from the Zoning Board of Appeals? Yes No If"Yes",please provide copy of decision. 7 23a Will this project require any demolition as per Town Code or as determined by the Building Dept.? X Yes No Does the structure (s) on property have a valid Certificate of Occupancy? X Yes No Prior permits/approvals for site improvements: Agency Date 9.4 N riY (Q, l 9 98 — 2BA �Z�L' •T.dN• 24. 2 of 9 rR 4770 OT. No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description(use attachments if necessary):pF.r'rn05 ,Eie,1577 VG exhL,5D. COA/S7T,PC7- WxW SU�1IRMV W1fes AN,07-'A/ dA1,b .4cc.ESS -r/—A CAre: /a,4'x ZQ 8 (zda g44 gxzew x yx 71mep ' O X' CO V N1 �Cow4-.2 VecA— //•3X/8.5-'3e9.3x Id.6'I'Z54," S; J• R,.Ev44CA LA-l/C,E ov, lfan�Ys o�l.E�Q 6AeA6& WA4r7ACIMD RD o-A OM-RAPAA16: 3'X26 codtls' T 1Avp L�✓�L BaLcaNy aFP �1�s 2 81��r oFi�sE4 w.�,Pr� �V,1-7l6�� t&6MC4Q AMUI RW ME A4r-/o M &RADW A t2zrA C 7—'0- A 5:iUs//NG X,EAwVR.v PAT/D a G,eA,P r.f Z, "k 2e '(*0 SFf WS- ,r ��,/ �/Z�,� �� G5^S�61 RECEIVE® Town of Southold APR � 2019 LWRP CON•STSTENC'SC ASSESSMENT FORM [Sout old 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 p ondsed action will be .g*thateed, as to- its, significant beneficial.and adverse effects upon the coastal area(which includes,all of Southold Towe). 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, eaeh agAyer'must be 201ainW in detail, light Loth sdpporting and rtou� ,sgpponing stets. If an action cannot be certified as consistent with the LWRP policy standards and conditions,itshall rnitbe 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#,._ & .- / _ .4 . PROJECT NAME The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate"response): (a) Action undertaken directly by Town agency(e.g.capital construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval, license,certification: .r,US)r. jVV,edo& 01.rhtED. c0A/s7-RUc7"V.J&,eV&*r [G �p�7'tOV� . . FX/1T P�C,Y. Nature and'extent of action:FAIP;rW 1e,4 CQ!5s'S r1AJRC4s�� a' x "8 t2,S8 SF1•FX p �1254.�'8 s�� /6.6 'x/a3 ,o 10 R9 8S;r), coNS)rRoc N,640Wa VeCe: RIE P,44 ar l.4rvCG6 OVLR114A/ VER 64M 64- W X rrAc. O AS c , ANG 3'�C26'1.2�nr...�..._.r.-o�nt�'c��- 2'V'04&�.Y1-4 B4[CM& 9Ff &�s�,t�/�� H,oA� r�/�w.d,� si, ,� 4c 94P6 41X1.1 ! 68 sem)• ��aF05AP NSW .sroN,� Al �,e�� o T TI : Location of action: 44�� -5 OVW ,pWZW ,QY,��r7ZUC/G Site acreage: n. 9!:?6 Present,land use: RPSI D,!ii '/AZ- OW 6 �.4�1/1.,Y Present zoning classification: - D 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: ,�%�Y/>I/ S. G4 0P CAJUN 0-&& (b) Mailing address: 120 , 9,0 ST. ,gyp); AC /J/_ Y &-Y ZV-Z--R (c) Telephone number: Area Code O _ V-7 �S—///7 (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ Nox 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. DEVA,LOPETY 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 LUMP Section III-Policies;Page 2 for evaluation criteria. O Yes ❑ No F1 Not Applicable L N c o Co L L LJ CA 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 TO Not Applicable J o D& ARQV 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 p.�o�o�n .Q,�pi37�,vs Glr�� mop'erl�,�c,� >✓lsU.a J L/7Y. NO sP ,VI COU•2CS /�1�A C?,E/' 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 9 through,16 for evaluation criteria ❑ Yes ❑ No Not Applicable M10-pa.sceD "004a: ZOM %1/ Y lrl-=? ZaA-009FS 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 K'-J' Yes-0 No ❑Not Applicable G ,4YZ 6" , N0 /.r-A4C',7-C.1/Gf iZe 9VAUZi 0ld.42 J7,e&Y 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—PoIicies; Pages 22 through 32 for evaluation criteria. ❑ ❑ Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes � No� Not Applicable No /w /* N a L»!G/z/ 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 X Not Applicable Ivo ,gtAM eD= r11, T--7 PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the.Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. YeD No Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No ® Not Applicable ,moo f'PL 1 c�1�3L Tio RAZ I C /D 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 u 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 M Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ .No ® Not Applicable l Nor- M eau cy 13 PREPARED BY •,4_ &WAc& TITLE DATE_/,&g,&O1 IN ' Iv lb off bp lit 'il -71 iJ� �-''".-'�//' �,✓-moi// .--.-•// .�'�R�7 -! \ t;=z r%:.': ^,� ry t� i=_ ... P =e_� /' 64 5� � ; SAN 2 8 2019 62 FlRE O 6 N/®/F PIT 66.1 °•6°w �� +65.6 \\66.1 TON 1 0 METAL 6t GLASS TIO SUN ROOM POOL U/G PROPANE \`\ EQUIP. TANK® ` N 6� 0 3 AR OR �bER - G - TIMBER UNED +64.4 �, �,� + PAVERS �\ GF 6d AMPER CONC. )/F \ ® 63. 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ION !NMI ®� L. u l ■■ !1■i iii • . • , loll!NMI , - -- ■■I 1■11 _ , u i■t :moi :_� t.� i■t it a' in I IL Fill o I"IE It! dr JAN 2 8 201T PROPOSED WEST ELEVATION SCALE: 1/8"= V Ll 1.1-164.L I I I J.11 1 I I I I I I I L I I L1.1 1 11 1 TT LT :77777r7 777 EXISTING WEST ELEVATION McLEOD HOUSE SCALE: 1/8"= V 07/18/201-Z I I I I if I I If I I I I I I I I I I I I I I I I I if L I I 77=M I I f I I I T JAN 2 8 2019 PROPOSED EAST ELEVATION ' SCALE: 1/8"=V LOU[ Li J-J L MT1 L FF1 I TL4M 11 If I I I I I I I I I I I I I f I I I I wil 1 11 11 11 1 11 1 If 11 11 1 11 1 11 11 1 1 1 11 fill [ IULW [ fill I I I IIH 1-1-1` 11 FTFF luau I EXISTING EAST ELEVATION. McLEOD HOUSE SCALE: 1/8"= V- 07/18/2018 6 • ' SIE �• E HALL I - ---------------------------------- a I• .• ^ �� lAUNDRY ROOM "'--'-------- ----------"-- � RELOCATEWAAIER/DRYEk/SWK m ------------- ! 1 p t,.I is .: NEW SFMR -�' ; • y r _ _ _ _ � � . W D STORAGEJAN 2 8 2015' L 3 ROAWEEX COLUMNS ....... ....... ....... ....... ....... - - •1•• FOUNDATION 11J\1 m HALL Tro-fro*R Tq IIVi1 TOBEPFMOVID.NtW FOIMDATON III ISI' .., TO BE r4h(8'DORRE TRDM EXUIWG] ' � � .�. . GA RAGE ........ .` _.COUNTER , 1 .. , REflNISH i ' SHELUEt 3b • MECHANICAL ROOM REWAM FOR NEW W ' • • • • • MOUS FOR NEW r-------------' MOUS OPDJWG - FOR DOOR ---------------------------- RFMOVEEXISTWGSfMR. '• l CLOSE OFF OPENING -------------------- DECK M .•i DRIVEWAY.: 28'-11 Vi' PROPOSED FOUNDATION PLAN SCALE: 1/8"= 1' PROJECT NORTH E McLEOD HOUSE 07/18/2; 1 8 HALL '------------------------------ I .. A. LAUNDRY ROOM , I� RESOCATEWASHER/DRYER AINK -------------- bl "`•' E'a;� tf �� i� _�''.-•__��_,_•„f 3 - n - � NW sraa JAN 2 8 2019 I Lj r - - - LL o STORAGE ---------=- ---'------------'-- _Z-'`®'-_--=u'_ _'+----`- -------`- `--------'------ C ' ------ -- °--- --- ---------- _ ----- -------__-S �__ - -_ea.__-_---vv_= oaaa=_=__- --_-_ '_-�_ _sor3 a a a = a.____-_____ �.r__ t ___-� __ , = s sass_. 1 1 i t 1 t r" - 5 NROOM � ' ' REMOVE EK COWMNS _-- _.roa_____r_ rs__s____—__ �� ..__._. _�. . .____.. ....._. ._____• FOUNDATION T STORAGE INRIIA OBfSWGSUNROOM FOONO TON � i iO N 1 1 D .-.. TO BE PIIdOVID NkWEOUNDATON IV' TO BE rdM1.(r OOJM iROM EJRSSWG) � ' _ _� PM-IN�ISFI ........ Q_ •� COUNEER SHELVES ... ._. _ �a0 ' MECHANICAL ROOM • • • i MONr' QT(OOrR FOORNEW T-------------- FODOOR ® ....NIIT REMOVEkXISTINSiA1R. EF CIOSEOOPENING O YJ til M . DRIV 28•�II�- PROPOSED FOUNDATION PLAN SCALE: 1/8"= 1' PROJECT NORTH e McLEOD HOUSE 07/18/"-Qr1.8 N ROOM BEDROOM No.1 ....: `'WING ROOM JAN 2 8 2019 �. ..... CATHEDRAL CMUNG s !! ..... _ SUN ROOM ..... CATHEDRAL mHNG p ' •, . FIALL lentV' BAT i KITCHEN -'- EXERCISE ROOM No_2 N2.1 a ^ PANTRY ° BEDROOM No.2 O 0 O Ell Ex ovEUUNG MF) DECK EXISTING 1ST. FLOOR PLAN SCALE: 1/8"=1' McLEOD HOUSE 07/18/2018 J J 'J - r J r 3• J > J L J �� JCS .. — ;---------------___—___^-- (CEMER TOFE4.6'-P ENrav 1+IGO WJ 1 r 1 1 F%ITTNG B1B91B ` l f • L` DECK ABOVE CANINES-2 1 OLWI62 1 CIS C%tlV16 1 J E 8.1 PORCELAIN THE •J WRADIANFHFAT JAN 2 8 2019 f�i omr,3 EXERCISE ROOM BEDROOMNo.I1 •• I 6 RELOCATED 1 ••.• - G`"_rl�._..___� 1 FOLASFORIY6 Ij 1 VEM FREE GAT 1 1� 7se:::::•::i 1 1 -.•.••-•-•••---•...•••••••••....•....•..••.•..•.•.......•. r 1 SUN 1 •--- QM _ GTFIEDRALCERING PROVIDE ELECTRIC SHADES Dam � BATH� •_ N ROOMKrrCHEN � 1 ass•:s:::: RELOCATED O BEDROOM No.2 O BIBB1 1 1 Tm�910RB1 x Cxvm A21 CXW 5 M31 RELOCATE EK DOOR FZNG60611L ADDIVSIDEUCHF m TO CENTER ON WATER DDE DOOR -3v ----------- m 1NEW WOO DFIOORINGTHROUGHOIlI 2 NEW CEINT MG LIGHT FIXTURES.LLS.FANSTHCEIUNC TRIM VT 3.ALLRE-BATHROOMS MSTOINTERIOR WALLS.EDUN4 TRIM 4 ALL BATHROOMS'fO BE REPLACED DECK 1ST. FLOOR PLAN SCALE: 1/8"= 1' rl ` - PROJECT NORTH McLEOD HOUSE 07/18/2018 I JAN 2 8 2019 f S 1„a.vn BEDROOM Ug-4 BEDROOM No-3 - i i WALK-IN CLOSET i ® i 0 mm Cm O � No.4 No-3 0� � � 9FFJSE EXISTING 2ND. FLOOR PLAN SCALE, 1/8"=V McLEOD HOUSE 07/18/2018 F f 1� ;) JAN 2 8 2019 CXW245 FWG7206114 re lol Cis 7 ---------------------------------------- Em ------ - ---------- b 1 45%45 SK711GHT 1 I 7-A%281 � MASTER BEDROOM ® ir sllawcilr CATHEDRAL CEMM i i 1 v oe v i i 7-AX7B1 I ® i O �V � 1 asXas MTNGLTT N OC OSEf EX.OFRCE 4sxas i sXvucllr MASTER BATH EDMCEILING 1 1 � ----------------------- -------------- -------------------- — a x4s Axl D-------- CXx45 ----------------------- 1 ALL RADIANT HEATAND TILE 'MEPMNTCER `IIGHTHRWALL CWNCFANSTHROVEJOUT PROPOSED 2ND. FLOOR PLAN 3 RELBATHR INsToB WALlS.CERIN4TRIM E PROJECT NORTH - a ALLBA'R10.00A4f TO BE REPUCED SCALE: 1/8"=1' " t McLEOD HOUSE 07/18/2018 REVISIONS: SITE DATA: SCTM # 1000-94-01-04 120 VOLT-lo-60 Hz-20 AMP SERVICE DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: xuTE AEPATpa PUMPAx xalEd DSYSTEMCOx MPA ELWSTBEP OPExsraro ED EL.60.5 MIXED SAND,LOAM.GRAVEL PROPERTY: 40,769 SQ.FT. 0.936ACRES Im ----------- 0.5' PROPERTY WETLANDS: 14969 SQ.FT. BUILDABLE PROPERTY: 25800 SQ.FT. 0.5923 ACRES ® BROWN CLAYEY SAND SC STORM WATER MANAGEMENT DETAILS ESTIMATED AREA OF 13000 SQ,FT, ® ® GROUND DISTURBANCE: New RODE ARIA AT HOUSE 2318 SO FT N.T.S. ' ___________ 0.4' AT 100.WATER RUNOFF 387 CU FT IVa 1T.Sa PROVIDE(2)8'DIA.%5'DEEP DRYWELL TOTAL DRYWELL CAPACITY 422 CU FT ROOF AREA AT POOLHOUSE 758.4 Sp FTHOUSE: 1701.0 SQ.FT. 6.6% - - AT 10Q%WATER RUNOFF 126 3 CU FT PROVIDE(1)8'DIA X4'DFEP DR VW[LL Dr:vwELLs cgPAC1TY.168 o cu FT. EXISTING SUNROOM: 136.5 SQ.FT. TO REMOVE EXISTING DECK,PERGOLA ABOVE: 238.2 SQ.FT. 0.9 1/. - - � OGEE GUTTER-STANDARD S" NOTES. EXISTING(EXPAND) POOL: 720.0 SQ.FT. 2.8% 25 CU.YD. 10 CU.YD. PALE BROWN FINE SAND - 2)IXE SP OOHOTOBEGIN[NSTAIL1noN UNUNTILw6srlwTEs navE BEEN PROPERLY PREPARED. EXISTING SHED: 64.0 SQ.FT. TO REMOVE 2).PREPARATION: A)CLEAN SURFACE THOROUGHLY PRIOR TO RECOMMENDED B B).PREPARE SURFACES USING METHODS RE SUBSTR TE BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PWITH D SSIMILCONDITIONS. Q.PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR PROPOSED SUNROOM: 256.0 SQ.FT. 1.0% 100 CU.YD. 25 CU.YD. METALS WITH PROTECTIVE BACKING PAINT 3.INSTALLATION: PROPOSED DECK ADDITION 561.3 SQ,FT, 2.2% 6 CU.YD. 2 CU.YD. A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. WITH PERGOLA: 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. O 2J SHEET METAL 30IN LENGTHS WITH WATERTIGHT JOINTS. ® ® a).COPPER I LEAD'FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND PROPOSED BALCONY: 68.0 SQ,FT. 0.3% EL.43.5 17.0' ACCESSORIES r Bl ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP]EINE �•y CONNECTORS. PROPOSED POOL PERGOLA: 343.5 SQ.FT. 1.3% 6 CU.YD. 3 CU.YD. NO WATER ENCOUNTER �1 ® ® 3).CONNECT DOWNSPOUTS TO STORM 5MER SYSTEM AS INDICATED.SEAL f,�il/,I CONNECTION WATERTIGHT. fl TEST HOLE DRY WELLS TO BE 10'MIN. 4).PRO mpN: PROPOSED POOLHOUSE: 628.3 SQ.FT. 2.4% 200 CU.YD. 30 CU.YD. DATA FROM McDONALD GEOSCIENCE AWAY FROM HOUSE AI.PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROPER. W B).TOUCHUP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL PROPOSED OUTDOOR SHOWER: 64.0 SQ.FT. 0.3% 2 CU.YD. 1 CU.YD. 08/22/2018 COMPLETION. �] 00 ° PROPOSED SPA: 49.5 SQ.FT. 0.2% 10 CU.YD, 5 CU.YD. FF O o° Oa SURGE TANK: 1200gal. 20 CU.YD. 5 CU.YD. W DRYWELLS: 8'dia,26vf - 35 CU.YD. 10 CU,YD. � IA ELECTRICAL CABLE TO CONNECT TO RETAINING WALLS: 112 If 60 CU.YD. 30 CU.YD. H A�pmcTMreP aaAchcurwv.KT.Arx+�«eFaHCB.ueterouo w.aurc.axeo HOUSE CONTROL BOX IN FLEXIBLE WATER O� x..nox FF EL.68.8 TIGHT CONDUIT SEAL HOLE AS REQ r wOnF rxe.eur.nawFaaa.o,mex,xF F.cnmaxcuFEo CONNECT TO SERVICE PANEL BY TOTAL- 4832.3 SQ.FT. 18 p/° 464 CU.YD. ill CU.YD. r'S 1x0oal,ucFwao xow,><mP°m�e„raa wa.PucT.xF AFa..Taa M:o acw,cR LICENSED ELECTRICIAN FRESH AIR VENT LOCATION FOR 1B'AFG UNIT COVER UNIT COVER LOCKING CAST I---llll Wlio ee cRE�I FILTER PLUSTRI oN1r NIIN.6016s. FRESH AIR VENT MIN.60lbs. IRON COVER MEETS&BOUNDS BY: PECONIC LAND SURVEYORS SURVEY DATE: JUNE 19,2018 THAN 3'FROM (TMP) (YP) SEF"- WINDOWS GRADE EL.60.0 PANEL GRADE EL 64.5 GRADE EL 62 0 GRADE EL 60.5 GRADE EL.60.5 16"SAMPLING BOX EL.38 7 _ -' INVERT EL.57.8 CLEAN 4"dia.PVC PIPE •••MAN••• 4"Ola.PVC PIPE 4'dla.PVC PIPE OUT 1/4"PITCH 4'dro.PVC PIPE p1/4"PITCH HOLE (31/8"PITCH ®1/8"PITCH INVERT INVERT INVERT EL.60.8 73 5 EL.58.8 EL.58.7 44'2 1 NVERT INVERT INVERT INVERT INVERT NOTE: EL.57.7 F,_ EL.57.3 EL.57.2 EL.57.1 'EL,57.0,' J HOUSE TRAPS FTS USED PER SCHDS I\.SGS jJ Fyl. r.'' ...1 �/•� L THIS SYSTEM \)A P B E) 8'DIA.X 16'DEEP ELECTRIC ONE LINE DIAGRAM GQ\QS LEACHING POOL a (NOT TO SCALE) Q`I O [¢� POOL HOUSE a� 120 VOLT,to SERVICE TO NEW 20arnp. FF EL.62 8 O NORWECO CONTROL PANEL 1 POLE BREAKER UTILITY GRADE EL.62.0 W 2X12,812 GRD IN 3/4" NOWECO SINGULAR 750/800 INVERT 3'GLEAN 3'CLEAN INCOMING SERVICE I PVC CONDUIT CLFAN 4"dia.PVC PIPE GALLON SEPTIC TANK EL.51.7 SAND COLLAR I SAND COLLAR ^ Q ^ 200a,lo,120/240 VOLTS 12.5' MAN INVERT '. I H xt NORWECO our BI/4"PITCH HOLE EL.58.3 INVERT EL. SINGULAIR CIRCUIT INVERT INVERT NORWECO UNIT BREAKER METER EL.58.7 EL.58.4 Z r_, AERATOR CONTROL PANEL - w PANEL WATER a WELL EX.GROUND ROD NOTE: 1).BURIED ELECTRICAL POWER DEVLOPCD CONDUITS SHALL BE A MINIMUM WELL OF 24 INCHES BELOW GRADE. 2).ALL ELECTRICAL WORK TO BE PERFORMED IN ACCORDANCE - - -- -WITH NEC. - I I(( II M 4 - o 1 rn HAY BALE OR SILT FENCINGDoo LIMITS OFG CLEARINI h NOMORE THANNFROM _.�_ }}II ...• a V PROPOSED WORK AS INDICATED ON SITE PUN '•155.101' ' .Ly Do 12 14 16 18 2022 24 26 28 30 32 34 3636 40 42 44464850 64 = CONTROL !• - mf '--_.--- -FEN-------- -------p • OI' 1 � 52 5456 5860 GAF 1 66' Box 1 64 62 O 1 8 G Q R -+ EXISTING 6'h WOOD STOCKADE 1 S 21°27'20" E I _.- - _7 - ------------ In .-.-�..-. V M aK 'ELECTRICvN \" "-" •• LL . R +cam'- � NONTURFF BUFFER AS DEFINED BY SOUTHOLD TOWN TRUSTEES: 1 -CABLE ,`.., 73-_ ----- LOCKING --' _ �ti N I rn V ANY PERVIOUS MATERIAL ALLOWING FOR PERCOLATION OF SURFACE RUNOFF '-+ -� 1001,FROM TOP OF BLUFF I se,1 y ^ ' CAST IRON 0, y p 1 I MAN HOLE ' INTO THE SOIL.EXAMPLES INCLUDE:NATURAL VEGATATION,WOOD CHIPS,MULCH, O ��-+ \DW/ 13 0 o I .----"_" +' O O O g o' W ,� GRAVEL,AND SAND.FERTILIZERS AND IRRIGATION MAY NOT BE USED WITHIN Ov . . N RW160EC0 2O alSISNEGRU};ATRA7N500PATIO NONTURF BUFFER AREA. O � PRPPLANTER j 82 y m DECK ExrENSIONPERMISSIBLE VEGETATION TO BE PLANTED IN NONTURF BUFFER AREAN - -- (y GRASSES/FLOWERS/HERBACEOUS PERENNIALS: SHRUBS' m`1 Q D P A N ' G 1'60.1' .5+" 7.0' g `T _ >BUCK GRASS UUNCUS GERARDB >GROUNDSEL BUSH(BACCHARIS HAWIFOUA) iO 8'eia,x 16'deep I 2 \, LEACHING POOL f r �_---`•-- W >SPIKEG0.A55(DISTICHLI{SPICATA) >MARSH ELDER BVA F0.1/TENSCENi) EXISTING P0.011.OSED LOCKING I c W Cy.- ��---yyy , PECK PROPOSED 'Y? 5.5'X' 0 PUNTER I CAST IRON a L�-•1 I : OW R REPLACE EXISTING t >SALT-MARSH ASTER(ASTER TENUIFOLIUS) >BEACH ROSE(ROSA 0.UGASA) SPA, 1 MAN HOLE I EXISTING kl ,�w •G DECK 36X18'INGROUND POOL 1 C 5 7' ' _ ►'I I 206•x zo'o• 1 � O SE 1Y/ WITH NEW IO'XIB'POOL i VO FS•, ; •I E .Q �.;... NO = ;! � O >SEASIDE PLANTAIN(PLANTAGO MARITIME) >BEACH PLUM(PRUNUS MARITIME) 1 68.0 PATIO ON GRADE 9.5' }}�' ( n C EXPANSIOKa; >SEA LAVENDER(UMONIUM CA0.0lINIANVM) >STAGHORN OR SMOOTH SUMAC(KHUS SP) I -------------- ) _ - N POOL >PURPLE OR PINK GrRARDIA(GERARDIA MARMME) >NORTHERN BAYBERRY(MYRKA PENNMVANICA) 1 EX.FIRE 1 2 �W_ W i ROPo D p S m �ry d -r r OUTDOOR' 3 o q I ! >AR0.0W GRASS ORIGLOCHIN MARITIME) >INKBER0.V(LLE%GUBRAj i ---E�-3 PIT 167,4' PROPOSED ^•••-••••,-•.-••.•-•••-•^ S - IRRIGATION LL4'h POOL FENC r SHOWER' •,• PROPOSED ryo ' PI N , I F--r-' 2a-0'X 20.0• x7 z' I 00 El PATIO ON GRADE CAT H 111 Irl [�-� EPUCE E IrLGAQAINING WALL2o.- > O I h Q_ F T L O N G I - EXPANSION - //JJ >JOINTED GWSWORT SAUCORNIA EUROPEA) >WINTf0.BERRY(IlE%VERTICIIUTA) 40 n REPU E EXITING ry - BAST :, L-' ` ISLAND 1 - 5,.6' E%15TI o POOLHOUSE I "�t c CY TREES: p STAIR PATIO TO BE • I I'deeP O •i >SALT-MARSH FLEABANE(PLUCHEA PURPURASCENS) W I 1 J REMOVED 4': 1 I >EASTERN RED CEDAR()UNIPERUf VIKGINIANUS) Z � ''Z \DW/ ()L'1 >SEASIDE GOLDENROD(SOUDAGO SEMPERVIRENS) S O U N D Y f-=� 35.7' O, I S WATERLINE/DRAINPIPE INi, BLACK CHERRY(PRUNUS SEROTINA) /'�� I TO BE INSTALLED AND PROTECTED PER ) >SWITCHGRAS5(PANICUM VIRGATUM) \,/• m I ^Q EXISTING I SCHDS REQUIREMENTS N0101NT{ a 23'0 L >WHITE OR BUCK OAK(QUERCUS SP) Im WITHIN 10'OF CROSSING MINIMUM /� PROP05ED LP TANK 56.9'4'h OL FENCE I _ 0 >VIRGINIA CREEPER(PARTHENOCISSVSQUINQUEFOLIA) O LLI 2STY HOUSE VERTICAL fEPERATION:IB' \/ ( 1Q �� >SHAGBARK HICKORY(CARYA OVATA) �/'� Q I 51.8' .O' _ I p, T (MIN.10'Sop RATION) p >COASTAL PANICGRASS(PANKUM AMARVLUM) W F I ILL .1 I ,' 250 5 1 NIT) >PITCH PINE(PINUS RIGIDA) �a O BASIN 'j-\`/-xa\ /_\ AREA 3640 SQ R. - >AMERICAN BEACHGRASS(AMMOPHIU BREVILIGUUTA FERN) I I _ _ I a B'd1a. B'dla. 8 d1a ap, 608 CU.R 2'/N vZ J >SWAMP MAPLE(AGER RVBRUM) O ------------------------- _ TEST >BEARBERRY(ARCTOSTAPHLOS UVA-URSII O I I m 28.3'- I N �1 4Dd,P 11 0 1 1 4' I I„ p 4'de< P ry' ADD CATCH BASIN >SHORE JUNIPER()UNIPERUS CONFERTA) >AMERICAN ROILY(LLE%OPACA) 3 , \ / \ / DW \ / w/D0.YWELL 8'd,a Ibvf EL.60.5 z w ►+ 676 CU R CAPACITY >TUPELO MYSSA MVATICA) IT7 I I O U/G PROPANE O :• /B'e,.\ I mo . TANK sdeep I......-•• '. E _>WITCH HAZEL PIAMAMFLIS"RGINIANA) 100'FROMTOPOFBLUFF \ ~ W R>FLOWERING DOGWOOD(CORNUS FLORIDA) ) y =_._ ._.�_ _ _ :7-_ '- -Ste'-'• __ _ METER I Fl E /-'va HYDRANT >SASSAFRAS(SASSAFRAS ALBIDUM) I -W393.97' 62 U 1 6 � N 20012'40" W POLE NONTURFF BUFFER WITH PERMISSIBLE VEGATATION :� �}y DRAWN:MH/MS AS APPROVED BY TOWN TRUSTEES(SEE CHART) DEVLOPED .'� :' ' SCALE: 1/4"=1'-0" Z PUBLIC WATER JOB#: SITE PLAN EXISTING GRAVEL DRIVEWAY March 26,2019 O �� - l� O SHEET NUMBER: SCALE: 1" = 20'-0' '* _r mg, P S-1 REVISIONS: SITE DATA: SCTM # 1000-94-01-04 DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 40,769 SQ.FT. 0.936ACRES PROPERTY WETLANDS: 14969 SQ.FT. BUILDABLE PROPERTY: 25800 SQ.FT. 0.5923 ACRES ESTIMATED AREA OF 13000 SQ,FT, GROUND DISTURBANCE: HOUSE: 1701.0 SQ.FT. 6.6% - - EXISTING SUNROOM: 136.5 SQ.FT. TO REMOVE - - EXISTING DECK PERGOLA ABOVE: 238.2 SQ.FT. 0.9% - EXISTING(EXPAND) POOL: 720.0 SQ,FT, 2.8% 25 CU.YD. 10 CU.YD. EXISTING SHED: 64.0 SQ.FT. TO REMOVE PROPOSED SUNROOM: 256 0 SQ.FT. 1.0% 100 CU.YD. 25 CU.YD. z PROPOSED DECK ADDITION 561.3 SQ,FT, 2.2% 6 CU.YD. 2 CU.YD, O WITH PERGOLA: H PROPOSED BALCONY: 68.0 SQ.FT. 0.3% - r•a 0 CA PROPOSED POOL PERGOLA: 343.5 SQ.FT. 1.3% 6 CU.YD. 3 CU.YD. si Z PROPOSED POOLHOUSE. 628.3 SQ.FT. 2.4% 200 CU.YD. 30 CU.YD. O l PROPOSED OUTDOOR SHOWER: 64.0 SQ.FT. 0.3% 2 CU.YD. I CU.YD. PROPOSED SPA: 49.5 SQ.FT. 0.2% 10 CU.YD. 5 CU.YD. " Q SURGE TANK: 12001 20 CU.YD. 5 CU.YD. DRYWELLS: B'dla.21 35 CU.YD. 10 CU.YD. Z 0 O oa RETAINING WALLS: 112 If 60 CU.YD. 30 CU.YD. H^ TOTAL: 4832.3 SQ.FT. 18% 464 CU.YD. 111 CU.YD. MEETS&BOUNDS BY: PECONIC LAND SURVEYORS SURVEY DATE: JUNE 19.2018 �I 1 O I HAY BALE OR SILT FENCING OMITSOFCLEA0.INLTOBE I O NO MORE THAN 20'FROM PROPOSEDWORK AS W W INDICATED ON SITE DUN I UNDEVLOPED 12 14 16 18 20 22 24 26 28 10 12 M 3138 40 42 44 46 4850 64 = 383.50'1 529456586062 ♦f v coNTROL I ________ _ ... /h�11 66� eI 1 64 62 S 21°27'20" E ti I . - -.. Z A ELECTRIC n r^ ✓- ;� "' - i CABLE _ 1 }•`` T35_______.___•• .... Cil,.�,1c I V 1 V'1 AIP �' H 71 1001 FROM TOP OF BLUFF ••""P PERGOLA i` •-'�'-- CAST IRON O V• O .-A m` i I 5'deeP ? MANHOLE N O b ABOVE ___-� _- � E 13.0' h+i w O _ -- N RWECOSINPTICT 750/800 O 59.3' -- 3 y2]. `1�4' uPATro 1600gel.SEPTIC TAN pXo. 60 1' Y J , V � p 1 1 Om RD�KED ___�`__ ___ 10]5 Sf PLANTER m 0` ENSION J I G 1 7.0 c �� e'm...16•ee<v O II z I'r"I POOL I I PROPOSED LIXKING I I.IJ PROPOSED 5 5' 0' S CAST IRON 1 I 1 9PtK_ LOWER REPLACE EXISTING 5p PLANTER i MAN HOLE > 1 I I EXISTING `15x1�G = '( DCCK WIX18'INLROUND POOL min 5 7' I I WITH NEW 40'X18'POOL 1 I 1 20'6•x 201.0• 1 OUSE i 111 N0 PATIO ON GRADE , 11>I' _ -, EXMNSIOW I o N POOL 1�,I 1 ; EX.FIRE -W- ou7000R' g a P O PIT '67.4' vaovu>ED V ie •-•„111 ni 2' IP0.IGATION ELL T SHOWER i ry I L O N G I 120'-0•X 20'-0' ----- - , DFVLO ED '� y 1 i ONGRADE '.............•••••••• 1a ATCH W PUBLIC WATER 1 I PLACE FXK I�RET6ININL WALL(71.1) C? _ x E%PANSION 40 0 '. PROPOSED Q BASIN ,G ISLAND 1 5,.6' 1 i EX1 TI o o o �1��- r 0.F.PU E EXISTING a POOLHOUSE / �' R.w ' ' PATIO TO BE I I ' K ((��O S O U N D W }I JI PERGO'.A REMOVED Ps z 35.7' 1 J ABOVE WA RERUN INSTALLED DPROTECTED ON / ♦ / I •CJ Cu -' I TO RE IS REQUID AND PROTERED DER 1 7! CIN/� 4 I - SCHDS REQUIREMENTS.Ni • 23.0 m I ISI EXISTING I WITHIN 10'OF CROSSING,MINIMUM •i; FENCE PROPOSED LPT FENCE1 f O JO STY HOUSE , I VERTICALSEPERATION:18' : Q Qo IO •�.0 LL I I MIN.105EPERATION) n u W CATCH j_ - AREA 3640 SQ FT FyolOOIIS` BASIN !05� -I I ______________________-..___. - 2B 3' - I N . �11deep 11 ' 14'd ( 4&pI ADDBCAICH BASIN lzL ! DW DW \ / w/D0.YWELLB'd1a.16A TEST NmlIm ♦ / ♦ / EL. 0 J K 6]6 CU FT CAPACITY O O LEI U/G PROPANE O e•, /B,.,,\ m I i0 1 TANK 1 6d•ep L.•.,,.•' of P. II 1 100'FROM TOP OF BLUFF - �W / - _ _ -_y'� WANTER I F E PUBLIC WATER _W_ METER H�DRANT N 20°12'40" W 393.97' 62 "T LTY E P LE f DEVLO ED U PUBLIC WATERLt5OUND r_, Q EXISTING GRAVEL DRIVEWAY 1 ♦ m SITE PLANSCALE: 1" = 20'-0' VIEW AVENUE N x Q DRAWN:MH/MS FEB - 6 2019 i SCALE: 1/4'=1'-0' O A JOB k. January 30,2019 NEI,,•'`' SHEET NUMBER: , S-1 REVISIONS: pr I;r•" ;\�- �J� � bre .- - 14 ------------ 5 m� ��:.�j�#� .:�'+4`��,` ,y �d: ^X�•r � ry;.y l �J&',t' �} �' �;•- `, } j �� ,: � �/ e ;�= iL� v�' _sp4- w. •.L 3 i a.i �.I •1 d 'M ( M1hs 'k �Ja• 'e S i :5• �,t t:: a 3�.. ✓ o� P'•'"7; 1, k A'' - — xr, d E w•.�i�S,J.:.r:+#a�..t-�3:.c.��Ptl.;4+�'+Si�•' "i7• ,2„i?;'a ��6^+��d r r'^' f#sf L! S't' .” ,,r' A 'i;`* :�>X•t :r.. 'qx.�� ::t. n��7 ,W' "r"�:>n' .x 'xz ..� xrw++• '�`„ SA`a 1 ' �) n•1• "th�, t.. i •4�- { P P M1i: n,'(a '"'a1 '2n:fi�r, k'•w"4?' dE4�r.,3, w >.Y.. :4.-:,s+n _ _ .A nr,,, s, r+rt` �>..•». .. _ __. .- j ,d:?, Ps n;� e a�, 3� a "�nr, n•,7 .ane�y,� •' •y >� , r ,.... 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O� _ ..... _ _ �: •,�� ,� .r•� �� iry's_��.,y; ' 7Mr: t,�' ��r+'�� °� i,�':�i.,= +_�,,''<�r,•��' f (K,�','u� ';;�`E v°�,�}� `'��; ,� �# .L' — _T 70 - / u _..._..._._._ ._._......-... )r r •'x E .,,:r.F:.,'+•� n"',,XY�F' 'lPr'ra" 5 '�' 'r �i '}•'+�4 ri db t rF� __._-___. ..•._..._.,.,_.�_._... ..V-.,__.-_•tet ai°�.3,.',; a � CU/7 NORTH PERSPECTIVE VIEW , Q POOL PERGOLA r , _ w DRAWN:MH MS �,!II ;� } I SCALE: 7/4"=1'-0" I2 r �. JOB#: EAST PERSPECTIVE VIEW , January 30,20,9 _.--._,__.__..._..,__.__-.__..�..._...._._ -. SHEET NUMBER G) POOL PERGOLA A-1 _ 2019 REVISIONS: \CJ 1 , 1 I , I 0 r v C N .BLK WALL - - - - va ^ v C � •� 6X6 ACQ PORwO _- ___________________ NSREBAR®12"OC 3X3 CEDAR 3 3X3 CE AR 16X16 LANDING BRACKET BRACKET BRACK 2'X2'Xl'FTG. -�---, - ----T" AND AT FTG. ,-__,-• N 3•IIEl0V.GRADE I '(2)2X10 ACQ GIRDER' __6 6 ACQ POST --- ' 6X6 ACQ POST '•-' •' N ® II I 1 --------T71' .12-dia.PIER w/ i ®� 16X76.PIER w/_-- ' _=e===co=_.____ r:i "�'X2'X1'FTG. _L 2'X2'X1'FTG. •- y -3-BELOW GRADE •-- -r• TBELOW GRADE •-- -• "' 6-8 666 10'-7" " a i EXISTING UPPER DECK NEW UPPER DECK ' z I , I 6X6 ACQ POST.ANCHOR TO NEWCO RETAINING WALL - - I--1 I 1 6X6 ACQ POST - I 12"dia.PIER w/ t I DRIVEWAYr 2'xrxrFrG. 1 TBELOWGRADE EX.,(2)2XIO ACQ GIRDER i i (2)2X10 ACQ GIRDER i P. 0.1 -- - --=i_ _7- _-____a_ a_ Q_a___ >- O 1 1 1 -----------i_ -------------- ---------__ ___i__ __________________I__ __1 1 I I INSTALL(1)2X12 ACQ GIRDER ALONG POSTS FOR LOWER DECK- 17'-61/2" ECK 17'-61/2' 10'-7" 6X6 ACQ POST ' 6X6 ACQ POST '' 16X16 PIER w/ 1 ®+� 16X16 PIER w/_�® F-� V, -- 2'X2'X1'FIG. _-- 2'X2'Xi'FTG. _ H "•3'BELOW GRADE T BELOW GRADE •--- O y I I � (2)2X10 ACQ GIRDER H CT NEW LOWER DECK 1 a I 1 •-- ------ STEEL ---STEEL COLUMNS TO CONTINUE TO 16X16 PIER Qtl (AT GRADE LEVEL+/-). SECURE COLUMS WITH 10X10(min)BASE PLATE WITH(4)J-BOLTS,WASHERS, N 6X6 ACQ POST NUTS.ALL CONNECTIONS TO BE PRIMED OR 1 12"'X2. PIER STAINLESS STEELINCLUDING ANCHORS. E PROJECT NORTH PROPOSED FOUNDATION PLAN 24"X24"XI2"FTG. X16 PIERS TO HAVE(4)NS VERTICLE RE BAR. 3BELOW GRADE CONTINUE TO FOOTING. (TYPICAL) S SCALE. 1/4" = 11 l"._I - 1 (2j 2X10 ACQ GIROEQ (2}2X10 ACQ GIRDEQ 72)2X10 ACQ GIRgER __ _ a _a____ 1 1 I 1 1 1 O < O o � U UiIIITV ENTRY ' CL05T32- C EDRAL TUB/SHOWER \/ iVl CEIL G N 5'-1111M x Y-1114" 1'-11%"x 1'-111/" 5'-11114"x '-111 2'-111/"x 1'-7h" >_w RELOCATE EX.DOOR T-111/"x Y-3Y" FWGD60611 L ACW3040-3 RSL N v A 3 40- LR MN2020 VI CW 04-2 L AAN3018 V ADD APW1466 F AAN4034 V E' 5'-il'/a"X 6'-0%" x v TO CENTER ON SXSXI/4 TUBE STEEL 0 G TEMPERED j TEMPERED ,� TEMPERED SIDELIGHT �` G _ - WATER SIDE DOOR COLUMN,BOX IN TO BE .I K •^ N -5 TEMPERED _ lOX o O 5 P _ N -� -----H553X6 t4-R1Bf iFCftr61RDfR----- — ---- Co 0, M 0 1 ) ___ a 1 HSS 5X6X1/4 TUBE STEEL GIRDER rs 0 w I ' I - ---- 0 i � XI - - w W Fi I N O I 0 1 I I " I D O I .� •� I -------- ---------- p' �I N - � I ' v I w J; I : UPPER DECK ; I ;° ° I `� v CC In G F d (BY OTHERS) W j HS 5X6 1/4 TW BE$TFCC GIRDER PROPOSED 1ST. FLOOR PLANX p' X bl I II � d NI N h I '^ /2X8 IPE PJ 016-OC SCALE: 1/4" = 1' 5X5X1/4 TUBE STEEL \v/ COLUMN,BOX IN TO BE _ ___________________________ V 4 N 10X10 O.S.(NP) I i i i i r —.--.—.--.—. - HS£Sx6XJ4 TI��E ST�FL GIRDER__ —•�_ IPT�I —Ij—f PROJECT NORTH T S 11'-5" 8'-91/4" 8'-91A" 10'-7" N BOX OUT ALL ACQ BEAMS TO BE 10X10 PLATE AROUND GIRDERS WITH 2X ACQ (RIP TO 7-3/4)AND WRAPPED WITH IX10 iii444 IPE(ALL 4 SIDES).FLASH AS REQUIRED. PLATE COLUMNS WITH 5/4 ACQ AND LOWER DECK WRAP WITH IXIO IPE. ^7 ALL STEEL TO BE WIELDED TOGETHER. COLUMNS TO ANCHOR TO PIER BELOW FINISH DETAILS(COUNTER.SEATING,etc. SEE LANDSCAPE ARCHITECT DRAWN:MH MS FEB v 20I9 SCALE: 1/4"=1'-0" JOB#: 99 ° January 29,2019 > " .OFA Nf! SHEET NUMBER: i ..._ ..-.... _._n. __.... - A-2 2 REVISIONS: 5X5X1/4 TUBE STEEL COLUMN,BOX IN TO BE 10X�10 O.S.S�.(TYP) __ _ ____________ _____________________ _ W6X25 STEEL GIRDER i i W6X25 STEEL GIRDER i o w� STEEL GIRDER 5-- 5X6 TUBE STEEL -------------------------- ----- -- - -- =-_5X6 TUBE STEEL ------- - -- — Ww I GIRDER 2X2 IPE SLATS @8"OC GIRDER i l i ----------------------------------i I ; ----------------------------------- ; ; I ; � d X8 IPE PERGOLA JOISTS @16" OC I ; I ; I ; a I I I I 6X25 STEEL GIRDE0. ___-_-__--� W6X25 STEEL GIRDE0. : . : W BOX ALL V1 w Ili _ CJ ' IOXIO 1X10 IPE WRAP 2X10 1X10 IPE WRAP 13'-5" PLATE OROUNDGIRDRSWITTHBEAS TOB2XACQ I I LOUVERS I I (RIP AS REQ.)AND WRAPPED WITH 1X1O 26 H^ a 1 '-1 0" 5 IPE(ALL 4 SIDES).PLASH AT BASE NEAR POOL 1--� Q WITH RUBBERIZED I I I I PROTECTION.COLUMNS WITH 5/4 ACQ AND WRAP WITH O I 1 I I 27'-8" 1X101PE. I I I I I 1 ALL STEEL TO BE WELDED TOGETHER. I I COLUMNS TO ANCHOR TO PIER BELOW I I FLOOR PLAN PROJECT NORTH NEW CABLE RAILING SCALE: 1/4" = 1' W W o �D I I EXISTING 2X10 DJsQ Q >� w 3 EX. GIRDER 23 I 1 2X10 ACQ DJ @16"OC o 5X5X1/4 W6X26 STEEL W 77 TUBE STEEL COLUMN EX. 6X6 POST 2X12 ACQ .' 5X5X1/4 (2) 2X10 ACQ + GIRDERTUBE STEEL COLUMN GIRDER GIRDER U 7Z- lu SHADE —SHADE 16X16 CONC. PIER EX. PIER 16X16 CONC. PIER 12"dia. CONC. O , , (4) #5 VERT. REBAR (4) #5 VERT. REBAR PIER � I , 1X10 IPE I I I I WRAPF) I i I I 7ZEI I I I c I I I I n G c 24"X24"X12" 24"X24"X12" 24"X24"X12" CONC. FTG. CONC. FTG. CONC. FTG. 1X10 IPE 1X10 IPE o f d • v o WRAP � � � I WRAP 0 x o" EXISTING ' ' ' ' rn C FOUNDATION ; ; I I CROSSSECTION I I SXE STE " i i 5X5X1/4 TUBE STEEL i i `" r w 3 i i 1� TUBE STEEL COLUMN SCALE: 1/2" = I I COLUMN I ) I I I I I I F 16X16 CONC. PIER U 0 (4) #5 VERT. REBAR V) � � N POOL CONC. H WALL (VIF) 24"X24"X12" CONC. FTG. r 1 u CROSS SECTION SCALE: 1/4" = V-0" r Y DRAWN:MH MS SCALE 1/4"=1'-O" _ JOB N: .e January 29,2019 FEB 6 2019 -a o SHEET NUMBER: top NS' {� -3 REVISIONS: CODE: 2015 IRC, 2016 NYS CLIMATIC&GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL D RAW I N G S SNOW SPEED DESIGN WEATHERINGLINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 11 NONE - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SOIL COMPACTION: 4"MAX- 1).CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS,MINIMUM 3000() KING STUDS cAPACITr. 2).NEWFILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4"DIA.MAXIMUM 3).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(IYPICAL).CONTRACTOR TO HAVE RAFTER ZFILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. B LEDGER RIDGE HEADER DECK AND COVERED PORCH NOTES: 1).Unless otherwise noted,all framing material to be Nl ACQ pressure treated lumber. Z All fasteners.hangers and anchors to be galvanized or stainless steel. f RAFTER JACK STUDS 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16-OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USE NUMBER I DESCRIPTION APPLICATION LOCATION JUSPNUMBEPI DESCRIPTION APPLICATION be 3 ft.below grade. STAIR RAILING LOCATION USP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 LS26 118ga.SLOPE HANGER I APPLY TO EACH RAFTER/LEDGER �ALLOPENINGSJLSTA12 1-i/4"x12"20ga.STRAP K STUDAPPLY TO EACH JAC4).Deck joists to have blocking at 8'0 o.c..ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGETO EACH RAFTER 2X10 1010 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER LL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD [[[F•••� 5).Flashing shall be installed between the building and ledger.Lapping up the sheathing 1-1/2"SPACE and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers W and nuts at 16"o.c. O MINIMUM 6).Concrete piers shall be a minimum 6"above grade. W RAFTER 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored HANDRAILS to girder(s). ~ F RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. Q� Q 9).Use simpson hangers and anchors with Z-MAX tripple protective coating or equal zO POST for any contact with ACQ. P TOP PLATE �� U TOP PLATE O 04 BALUSTERS RIM/DECK 101ST o HANDRAIL NOTES: ►�--1 z OPEN BALUSTER ATTACHED TO WALL WALL STUD WALL STUD o All required handrails shall be of one of the following types Q 0 or provided equivalent graspability. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type 1.Handrails with circular cross section shall have an RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 Inches and not greater ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION than 2 inches.If the handrail Is not circular it shall have a OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS CONNECT EACH RAFTER/PLAT RT15 TYDOWN ANCHOR perimeter dimension of at least 4 inches and not greater 4"-6"RAFTER RTIO 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN than 6-1/4 inches with a maximum cross section of CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER CONNECT OVER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. CONNECT TO PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER 2).Type Ii.Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a rT� distance of 3/4 inch measured vertically from the tallest F•�-1 4"MAX. portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the 4"DIA.MAXIMUM GIRDER/HEADER profile.The required depth shall continue for at least 3/8 O Inch to a level that Is not less than 13/4 inches below the tallest portion of the profile.The minimum width of the GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a LW.•, maximum of 2-3/4 inches.Edges shall have a minimum J JOIST POST/COLUMN °° radius of 0.01 inches. K� E 1 O 8 POST/COLUMN -_` O r^ NAILING SCHEDULE o GIRDER/HEADER JOINT DESCRIPTION NAIL NAIL SPACING NOTES POST-TO-GIRDER/HEADER CONNECTION STRUCTURAL PANEL gd AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATION WFCM_SBC SPLICED 101575 OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION NAIL NAIL )OISTTO GIRDER/HEADER I RT10 ITYDOWN ANCHOR CONNECT TO EACH 101ST HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION QT SPACING NOTES RAFTER TO 8'WALL:3-Rd COMMON EACH TOE-NAIL o TOP PLATE 10'WALL:4-8d COMMO RAFTER CEILING 101ST B'WALL:3-8d COMMO EACHro N C TO TOP PLATE 10'WALL:4-8d COMMO JOIST TOE-NAIL en yam, CEILING JOIST TO AS PER TABLE 3.7 EACH FACE p D STU PARALLEL RAFTER WFCM-SBC LAP I NAIL sn m o BEARING PLATE CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE R r' x o GIRDER OVER PARTITION WFCM-SBC LAP NAIL p w Q COLLAR TIE AS PER TABLE 3.4 EACH FACE ° TO RAFTER WFCM-SBC END NAIL u BLOCKING EACH TOE o R ° WOOD JOIST ,' 2-8d COMMON A " TO RAFTER END NAIL 7 .� RIM BOARD EACH END In U ••i 2-16d COMMON o, LEDGER 1j CONCRETE PIER TO RAFTER END NAIL v °'b ° GIRDER/HEADER II rev v S v WOOD JOIST ' o ua S WOOD JOISTWALL FRAMING: NAIL JOINT DESCRIPTION QTY SPACING NOTES DOUBLE 2x TOP PLATE TO PER FLUSH 101575 WITH HEADER/GIRDER I (MINIMUM) 2-16d COMMO FACE NAIL CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH TOP PLATE FOOT I1 FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE W THE PROPER STEEL CONNECTOR. 4-16d COMMO LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16"OC WITH WASHERS I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA.SIDE NAIL Ems" IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS STUD TO 24• FACE TO ALLOW FOR SHRINKAGE. ROD 11 (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR JAPPLY TO EACH PIE 2-16d COMMO U REQUIRED II STUD O.C. I NAIL FOR STU (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR JAPPLY TO EACH PIE r , HEADER TO 16d COMMON 16"O.C. FACE HEADER ALONG EDGES NAIL FLASHING TUCKED UNDER I TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END TOP PIECE OF SIDING AND LA 3-16d COMMO PER 2x6 STUD NAIL N LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO: PER C~ PIECE OF SIDING BELOW THREADED ROD FLOOR JOIST,BAND JOIST, 2-16d COMMOI, FOOT FACE NAIL �+ END JOIST OR BLOCKING 1/2"DIA.LAG BOLTS W/WASHERS CNW COUPLER NUT CONNECTED TO BLDG.p16"OC P05T DECK FRAMING: STRINR V ®16'GE MINIMUM I THRU- END DISTANCE JOINT DESCRIPTION NAIL NAIL NOTES BOLTS QTY. SPACING JOIST TO: PER TOE P�NCHort .It' •dia s SILL.TOP PLATE OR GIRDER 4-Ed COMMO JOIST NAIL n PIER 16'TREAD MINIM M FLOOR FRAMING c •o 'o b ENS ANCE '. BRIDGING EACH TOE 2x JOISTS I 12"x12"x12" 2-8d COMMO _Co. SUB o CONCRETE FOOTING " , TO JOIST END NAIL I�REo1 •a'.o, •:;•,4'• 's• c• BLOCKING EACH TOE 2.8d COMMON TO JOIST END NAIL BLOCKING FOR JOIST HANGER "Q BLOCKING TO: EACH TOE , ' B•dl". • 'o DECK PIE0. >" PIER HOLLOW COLUMN UPLIFT s-o SILL OR TOP PLATE BLOCK NAIL LAG BOLTS •p ? cork. '• PER PIAN 3-16d COMMO RIM JOIST/BD. A P�4, 'ra,' SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP EACH FACE n 3-16d COMMO a,• a CK POST FTG.CONNECTION INSTALL AS PER MANUFACTURE'S RECOMENDATIONS � � TO BEAM JOIST NAIL ..�i y_O � LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER PER TOE "rr.A DRAWN:MH MS 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING 3-8d COMMO tr1 SCALE: 114`=1'-0" TO BEAM JOIST NAIL: Ef DECK/PORCH LEDGERON CNECTION JOB H: 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER END a lr• TO JOIST 3-16d COMMO JOIST NAI � January 29,2019 L s. "" BAND JOIST TO: PER O SHEET NUMBER: SILL OR TOP PLATE 2-16d COMMO FOOT TOE NAIL � �2'i33q 'L -o A_4 FEB - 6 2019 '. f