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HomeMy WebLinkAbout1000-50.-1-3 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex j P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) , �_• ;,'" Telephone:631 765-1938 Southold, NY 11971 5 mod. LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: May 12, 2025 Re: LWRP Coastal Consistency Review for GEORGE DANGAS SCTM# 1000-50-1-3 Joan Chambers on behalf of GEORGE DANGAS requests a Wetlarid Permit to construct a raised 18'x40' gunite swimming pool attached to seaward side of existing seaward deck; add 5' wide steps off north end of existing deck; install a new 20.4'x6' deck at north end of pool, and a new 11.8'x21.4' deck at south end of pool; install two (2) new retaining walls (4' and 1.6' tall) under the south end of the deck to create a space with pea gravel ground cover for the pool equipment and accessible storage area; railings around raised decking and locking gates installed for pool enclosure requirements; install outdoor cooking facilities on existing seaward deck and new landing with steps down to a 4' wide pea-stone gravel walkway along the south side of dwelling to a freestanding outdoor shower; at east end of walkway, install a 3' retaining wall, and two (2) A/C units. Located: 1900 Hyatt Road, Southold. SCTM# 1000-50-1-3 The proposed action has been reviewed to Chapter 268, Waterfront Consistency.Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with LWRP Policies and, therefore, CONSISTENT with the LWRP. 1. Clarify outdoor shower drainage. 2. A large native plant vegetated buffer is recommended to further policy 6. 3. Limbing up of trees is recommended instead of removal. 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 na C[�,�I]�fm t � LWRP CONSISTENCY ASSESSMENT FORM MAY 0 5 2025 i S0�i n,J_U TOWN i PLANNING BOARD A. INSff RUCTIONS i 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. i 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action last, 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). I 3. 1 If an question in Section C on this form is answered " " Y q yes or `no , then the proposed action will affect the acbievement of the LWRP policy standards and conditions contained in the consistency { review law. Thus, each answer most be explained in detail, listing both supporting and non so porting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. I 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 i local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION I SCTM# 1 PROJECTINAME Sw t mr LL(4 G Poo L— The Applie6 tion has been submitted to(check appropriate response): Town Boas ld Q Planning Board[] Building IDept. Q Board of Trustees a- I. Category of Town of Southold agency action(check appropriate response): 1 (a) 3 Action undertaken directly by Town agency(e.g.capital construction,planning activity,agency regulation,land tansaction) (b) I Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and.extent of action: 'E ELdP05 0 l g >c 4V G un.)L"PE S W t/Timm(/G FOOL W/ p ec K. t"1 tr1 G W kt-LS, D U r D009, e00 Kt NG t't't ES , S'(UlDs- TI�CEtMT r I i 1 S i i PROJECT DESCRIPTION I ATTACHMENT #1 I Gegrge Dangas 19010 Hyatt Rd. So9thold 1000-50.-1-3 2.12.25 To install: I i A new 18'X40' gunite swimming pool attached to the west side of the existing deck & residence. A new 20'-4"x 6'-0" deck at the north end of the proposed pool and a new 11'-8"x 21' 4" deck at the south end of the pool. Two new retaining walls (4'-0" and 1'-6" tall) under the south end of the deck to create a space w/ pea gravel ground cover for the pool equipment and accessible storage. Outdoor cooking facilities on the adjacent existing deck as well as a new landing and steps down to a 4'-0" wide pea stone gravel walkway along the south side of the;house to the outdoor shower. At the east end of the walkway there will be a X-01' retaining wall and on the east side of that area there will be two A/C units. New, 5'-0" wide steps on the north end of the existing deck. i Beyond the setbacks from the bluff there will be a 258 sq.ft. addition to the existing house with a covered porch. 4 I i i 1 i i I i i , i i i i i i f { 1 r I 1 I I Z I t I i "tion of action: BOO J Site;acreage: 1"rert land use: S1 Q T B A L tesi nt zoning Classification: 40 2. If an application for the proposed action has been filed with the 'own of Southold agency, the following info' tion shall be provided: (a) i�ame of applicant: ® aVOW&Oeg.T e, DAB (b) wiling address: AS15X A4k SD��$ A q u vg/ } ! f (c) cicphonc numbcr:Area Codc( ) ® 12611f —4 2�- (d) kpPlication number,of any: M Will#the action be directly undertaken,require funding,or approval by a state or federal agency9 Yes j® Into if yes,which state or federal agency`s i DEVEILOPM COAST POLICY -P®Eley A. 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Concrete I� f #4 rebar (4) #4 rebar loll o.c. throughout cont. through verticals 5" o.c, where �" bond beam water depth exceeds 5' O i i O 12" TO 36" Radius Compacted Soil O O Minimum specifications; Shotcrete Gunite 4,000psi minimum Grade 40 rebar (conf to ASTM A615) All work to be in compliance with ACI-318 4" min. thick " Gravel base `rye W U1WUlHOIt M AIIERAIIM OR'�19D=TO NS DRAWW AND REBATED DOCUNENIS IS A NOTION OF SEC.W OF THE MYS.E06CADON lAW ryoA �835a� JOB#: binder ATE: 4.29.22 TYp Poo R SHE NGINEERING ; sCAM, AS NOTED A S &CONSULTING P.A. Cross Section ST x S E =4 NELMAR AVENUE DRAWING NUMBER AUOUSr2fF,FL 320M 1 s 01.931.3872 Pd$,NQ � Co�y9 z Wwwo c� q ZZ z.a W� � m ©� ova 4 ca 3'-4" x GO 04 a W 40'-0" z lA41'� o 00 I I N O 12'-0" d• t° I in DECKING COPING W O z PLAN VIEWcfs z 6" TILE r w xQ SCALE Tj"=l' `n z (4) #4 REBAR F = CONT THROUGH ° 10" > rn BOND BEAM 3 " MARBLE DUST ° GRADE � 10'-0" { 8'-0" 22'-0" its #4 REBAR 10" O.C. THROUGHOUT ° -- - — — —^- VERT @ 5" O.C. WHERE 00 Q -� J Q so WATER DEPTH >5' ;--— - -% I 0 z 00 "' o o I 0 =-At .. m, 0 i J O 4" GRAVEL BASED OVER VIRGIN OR �- COMPACTED SOIL00 POOL WALL DETAIL SECTION O U) SCALE NTS SCALE J"=1' r � e 0-) w MINIMUM SPECIFICATIONS: Asa SHOTCRETE GUNITE 4,000psi MINIMUM GRADE 40 REBAR (ASTM A615) c AiA Z V N z T— ALL WORK TO BE IN COMPLIANCE Z A m zo WITH ACI-318 CF"P.TIFIED TO: , t i MJOB AP NO.I2023-144 f / FLED: REV r ADDISIONS:PROP.SITE PLAN IW3123 MINOR REVISIONS AS PER ARCH PLA V 81't 2 f REV.AS PER ARCH, SITE PLAN 1213044 6p / Y, / EXISTING NU1 T1+DNS ©�.a�fir�v !j ,qy� / FtQ t � f f J ✓� /` `�' © / / !'•`` - / f r i / `1 / / a LAM) 0 1 ��e �• � t-�� , I �,t � ,,d ,` % f jrrff � / �✓��-�, f � L r JEFFREY W. HADERER �✓ f 1 f r t 1 � / ✓` f r' " N.Y. LICENSE NO: 05053$ , i it , :f,7 NOR7VllAXl)S0AtSYftMlAV,,44A 7Th'tlllAkgL.. S7lC188 P1/Y'►9ONTAUX HIGHWAY, UNIT E1 IIAAIPrOMBAYS,,NEW YORK 11946 (ti)6.31-369-5311-(F)631369-8313 erraillydnlorkslandsut e ahoo.cam COPIES OF THIS SURVEYMAP EITHER PAPER OR ELECTRONIC NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE, \ a co �� as ,sue,- 41 —k 80. k �ol N ^'~~ �w /✓/r / t , DES ° �. // l i I �`.. y Pf +�P SE SITE E3L N f ` CID f M LOT AREA TO MHW 44,805 SQ,FT 1.028 ACRES y0111- �r z k0 Q r` 1 BUILDABLE LAND-AREA TO LANDWARD SIDE OF GEHL:27191 S .FT < � CURRENT ZONING:R-40 ALLOWABLE LOT COVERAGE:5,438 SQ.FT. =201(BUILDABLE LAND) EXISTING LOT COVERAGE:3,417 SQ,FT; = 12:8fo `N fi w `��y *� PORTION TO BE REMOVED,86 SQ.FT PROPOSED ADDITIONAL LOT COVERAGE1551 SQ.FT PROPOSED LOT COVERAGE,4,882 SQ,FT * 1801 EXISTING BREAKDOWN: / +; o� DWELLING:2,130 SQ.FT- 12 SQ.FT, {TER) COVERED PORCH:437 SOFT, AMa r. h 2nd FLOOR DECK COVERING DECK BELOW 74 SQ.FT, TBR WOOD DECK 776 SCE.FT ( I !b6t y i, ' 0 DWELLING ADDITION:268 SQ.FT (ALREADY INCLUDED SY COVERED PORCH) ,r ow f y /1rq r/ DECK ADDITION:382 SQ.FT, •y» POOL:800 SCE.FT POOL COPING:200 SOFT. ELEVATIONS HEREON REFER TO NA VIA 1988 AND qy REFER TO THE NYS 2014 SUFFOLK COUNTY LiDAR. THE ELEVATIONS AND CONTOURS HEREON ARE THE RESULT OF o z^ : r �Fa � p F ACTUAL FIELD MEASUREMENTS FLOOD ZONE BOUNDARIES HEREON AS DEPICTED ON THE F,E.M.A, f FLOOD INSURANCE RATE MAPS,MAP NO.:3610300154 H EFFECTIVE DATE:SEPTEMBER 25, 2009 % 4 �N S UP'VEY OF .110 f� DESCRIBED PROPERTY aX.T LAn. EktrJ 4CfKPY?iL `�. kRE W'L tE2J.:3 WAC'iFC �j/,,j `•.�. F/Y.�9 Xf t1D AT,ff 2E?`A�fNO / , l Vdti SiFXY+ry FA2Ri5 MED}IIM G.II��� ��'L+' , bAFiffi MXX ;236Y.R,tXlAxS '"71 / xSITUA TE A T FheS V#.KY T,AM#Aikk9f , ���.� HORTON POINT Sk[%"krk''�3:R 1�NfFM1 Ku:Ki R£F PXRA.et KNi L%Y r,X'k5W ik h,frYkYhM€ , , �c�, TOWN OF SOUTHOLD 1,I ; z 24L�<rO SUFFOLK COUNTY, NEW YORK S.C.T,M. DIST. 1000 SEC..50 ELK, 1 LOT 3 !(1 -dVAid F.' Y tt'Nl H'Ath Yea WR5;A2FLNffii SY(Md,L n31N t 'Y Tf2kLX&'Si(i}HM' kFA.N?Y£Y SZKt8E31�;DAr7..sl F#S AR4,R.f'.n iY� _. 'R.:Ak�ANY,�Y2.`AZ k'3(.=}l6v Ate tf,YKN+�'#tt"+i7`JYflbl Ex'iF.JNf2E.Xr.Ahq: 15 8 0 15 30 45 60 75 90 105 120 135 A� SCALE: 1"=30` DATE:AUGUST 15, 2023 ?Y)D tH#.Nd.FM"R" KaW3 RkF XS4.*Y,Y N' x; -- _._..___ Beam Assemblies and Beam-to-Post Connections •> , '='" t ac. rJLLE71{ ECHNiGAt ~;ir; ` ROOF FRAMING-RaFTERs. Installation 77777 f Guard Post t0 Deck Framing - Fastener Retails ns FLtdsw GIRDERS.FLUSHOptionstions HEADERS.RIMS COLLAR TIES, - Code-Compliant •ost / f ^ IMutti-PIY Beam Rssemblles E nrtkairsi<7 Co*,Gcsak For 38'-eaed 42"-Tali 4uard Poets f-x•r,a±Yi•py kiG�tn,' r!Y'�.r;�.fttE;S?nwx;.:€ie °..d3W's ors#rsnw!&4rew::rY L ::si�da sr: R�tN'+5!#Annifa nsn.'::tvr•etn.V,x:fa rkant rs , 5t.ar..trmT,:c�,ci stuarJ€xss,ar#;f1rr t Rdn usrz u!tYf >+r rrridwreKe -. a. CEILING JOISTS 28°%3'.t>;:tx rod,,zvtkxt aeestttltEui m 4#fe k>€t;w?dxl ze':saKr'Ali�n: I i(r:i ftYcw fi Gt`i S ..0,13fid t?:5151 e'k FS'f EF hatt;Ha .kE'nK.'^`!S c,Nt tW�5N9rif?d With u?r-.+h'.hta'@iR S"i?!Pd'�s TkrY.eer `•"." �"cs +'C.�'*€wr+„et3;at#:>F7 txste`s'sarf . .3t k d^ " d'` rTx;:ts;tttd corru'xlrrr t a-t:sfa t3Kk c,:catex;2Kx'»nrd °Y xraw,s...f S WdS Tehber st, nti;are s .%.k. f xt IAPMt>t. w-F-Y'7h ' €xGvt�le ihL`nYy,/af=413Ce3;1'eRstt£u'K'tl et �,:,' ' Background ar,.....r.Ma E .. as � a>a zva t„ate: lE E ,�. +�a:iR:CxxKt t>�na.tt� � � EDWARD ARM US f. 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Figxxte t ��.adKo;�:r€�tatasx`ra;,r ttm�u s„-,rrzl;)ih.. r H7''Rd'�'a"�l'<r<r�tra?a?ttr}:tR', i j Beam-to-Post C411r1{?Gt}OrtS � � � � v ? r.,,. � �° 3 s s.:ttxs!uxEz g>r idv twazt i x +��{ IEI' s2' tkx: umta .ca :rffx x t' At`:15a".�K;fi vrrxe a ins<rgt}va a k..,.,i,!lv, t:>e G:+r":rc"r .aar;reib¢r!tp aYms t>drrt Ee;:ar ,.r2ssist •,zai ;! 9:,i E z, `-$ xr->„ rJ7T22 t° FIRST FLOOR FRAMING• € ri ° ) n,xr,x E€ y "" ,..t,. w- k - r '.t> t (OTt'3ae saatlaq .?cX' .aJ re rx+,x.9.vr5s,d 'SaN!, t"� *g n k�^,?i tzt TI'as ttlre c.fin.,avr-,ow., •es,%'•,;st.e ni,.: r<t rif r rxa'rk*s' f! rt:ai an ;,� of COLUMNS,DROP SEAMS, e, m o« ,.*3., _..k�,, f d.. E DROP HEADERS,DROP �. - .., ,. t t I i;>; d: ;:, � , r, :�tre* +F�.ZPYAAtf°x�nk kf>r#e'ararFri c:xrtr+>ri r.itst::atr_t tY3:gF�s'tizc+Ci�Stestr�:>Srv7t naatd*u� - ' ?,>W3*,,11iiv,.a AS M A!53,,S`NT3s's'XIS'Stt3f'd'7,F,siiiRAq%T-Er2e&CA'»i4N�RATf Sfr g'Y"6rtfktK�t( r? ' ' GIRDERS,SWEAR PANELS - I3 ( r y rI' "i.e:Krd '.a:; j3J� �.,, ^.xL�: �.,_.. 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I � R)� .. ,. ,r ., .... <. ,�.,,. ,: .a�:,: ,:,. ,r,, .Hots: r�T ,.:€' :x C N r^CXiT'I r.A�PINEf;i"�7,a,rew�r;'�� f JOISTS..LE1SH GI 1 ER5, „ .;:., ,. r ... ;-.w �+t ,. p ".:';,t e>xtw,c:2MAx;LSI,,. :e wl.xsma.::a<; xxs,,.; FLUSH HEADRs ; axcand;a rx THE EDUCATION LAW OF THE STATE OF NEW L r., 'F, ..r d4, aeG#. '..1C'r1#aYJI".FdM , •�L E1Y7.Y.'Svl'x,--?Rf,SI".a^u'31,i�Y�'...,:f3+.,:31i'91.ilic yt>Yd,fNY,kk�:llf Y()fiK PROHIBITS ANY PEI25t�N FROM ! i i Iota, „ �; ,M ''rE,r.,:.ahmtiaa.:k5•es,x:', f#)?,flNDCY.,.?7t 46°tzstx _ <_.,: ALTERING ANYTHING ON THE DRAWINGS ... .au,,,.., ';ewf_;;.y„ t, 1, .: t.t PtYY. .6y H1{)%1 t4 tl„me3'C,IY f5 t3-v'�t.)ivF4EG�vd{4d.:.P€fr,'?i:`3J3 ',,' ,.✓E f •�p ...... �_ cwa:»a.,� x:r' !SrKre�1 ^.rt, 4, ,.. ,! :f x ttt f),t. %i yr f t#QeHsrG AND/OR THE ACCOMPANYING a t+.gym m:r urx arrw w ,i:d� f DIRECTION OF SPECIFICATIONS,LICENSED PROFESS ONAL i FOUNDATION PLAN- : .,,�„...-.«....„w,-„..., F ', ;` >n .arv..➢r +. _ 'aro': .-. <;!Y'a�:SSK,a'rf,w:EK'aA3,7..aruf Pix, :,,. `.t 8nstallsU'.ut: I gASEMENT` ALLs COLUMNS, w r t ,._� st " — ENGINEER,WHERE SUCH ALTERATIONS ARE SPREAD FOOTIN, DROP r \ ""° r< f - E .? l I h Xa ^,rrcx•«m; ^;x cwr:xa'ras mr r.✓.1m::s. mat ytas:r'.Fi!7F •:. sa 5fu!r:�.:n'im'C.X"aa'P.F(dE✓tdr it ,. Nr.3 DE THE ! OMDERS OR DROP HEADERS : s. t MA WE PROFESSIONAL ENGINEER MUST 63t t the 1n tf S2'a.'xr ..}.•,-.W.-,...•.�...,..�-..' I E Scm3Cr�d Strong-Tie uc�dLallc�Cts SIGN;SEAL,DACE AND DESCRIBE THE FULL armk fa . Itx,r'«%!.r*`- .,tIM.YslraxR „!Xr' JL.'d7 ...xXdpa,j.,rt LfA.W4#'}I.,t ��. StPir., e< r ��� x»exxta'+t tr�kmwKr�. rim �1-- d a axx sa ,t z> EXTENT OF THE ALTERATION ON THE .� w. .. ,t< i� a ..,,:ns_. .,. .........e,a :£�.: r .,:. i, r •1-tX fta3 i7Trl,ti?Y,?t?l, resd'Ktt t"1:131'YN.. ,_,,,.:�.......„_....._,.., „,_._..,-..,.._„-..,.,,„,......:, ,...: DRAWING AND/OR W THE SPECIFICATION .... ',91.. � s fNYS ED.LAW SECTION 72a9-a {{ . . ,. � . r..Z, r. j r.n:i Pam,. ( t • .,, ,, a°-„ a ^• "'!., ., , : .. ,, ' r.•. •` •:x„_�XHYs'9 M:...<:Y Lst.,.,teYf.a ,w�;�v.f, €, .. ,,.,.. .,.. nir_ b .<�wS -..,, ac!ras.grS v;rr !.rr„r».:,xA<F.xx ,. :, ,.. 4 , ,.r, °1...��.. ,',.. ... .. :,, %' �' - ,, � ,.?. -. � .. :, .,. .. ,:. ".. ,. { ,,yrat x....: .It,Y.:R.;. .... . .a:x.srri "t:�. tr:, s. ,:r ,... tdt'tdHOCa r a ,, `__._. .. FRAMING DR AWING NG KEY � ..3 ::�, .n W, ,,. .,. , . ,, ,. ,.., t ree,.,:�a ?,x::��,^<".i ,&` ,. a<: .a -..Yi.... .^y: Y' - ,..=u.'. era.=k ^> a . ,:... SCALE: NTS swats peftcop LCEM0PostC.P. OJT of f,JetRfan - »r k5 r: ,. '� H.,+. 4et kie/,y:;1mb RtYxH`C38:: ^-^ SiE..Niid3 <-.off_.,..:�.:r,...,"-_....rrtr.y,-hrs.,.e::.....,-,$.,a.15_...,,d,;a.r..;.. ,,f';;dwr,.,t-.zr;a 4n'rscX c,�r.a t.s.e,;d,gss''t-i;,=�tx..:,E.a...r..,�.t.o:r,:'.::i:;.,a:t,!..a:;,<,,:,, r 174atelff�sv;,sA.;cr-�,.om<e:r€sr•1bi1A,^..me:�,xax Y',l:J.."t2r,•8:,:... : ,.,,..,.._, ,,_�: - t_q..,ua_re._,: �r,..,.., x�.,.�_..._�':_.a�x�.�- .,'..• '.I"";,< F.i'; . , 5;r .r sa.A .E...-- a dY:.WYeg\NE3£•XN.It¢1 ip Y,Tf .,. ,-0.'a.< #w K:; dIDG fr,,kki ,a,,4l ttLaalm't � � _ . ... ARCHITECT as Mas N tfaa M rur Gfnefhf ar 9btl-EMf eaW T9rtw 9ra4efll u. gcFTd. dd'v6 ]ljHARAO ARCHITECT DO A8 r;ar mm< .�-.t ..x x"m.,r. .,fa_,.., AQU BOGUE, NY 11931 CONNECT MAILING SYSTEM To BE MINIMUM CAP UNIT ADHERE TO TOP UNIT-'-•, 36"IN HEIGHT,MAX POST,PACING SIFT OC, � POOL WALL W'VERSA-LOK CONCRETE _- RAIL SYS1 EM TO BE DECIDED BY OWNER ADHESIVE -- / X �. . o., .w IMPERVIOUS FILL.. � 18 .12"DEEP VERSA-LOK STANDARD t tt MODULAR CONCRETE UNITS---I--.- PE C L CJOMPLAINT DRAINAGE AGGREGATE 3FT MAX WALL HEIGHT— RAILING � , � TW+45.5.- Mew_ 12 THICK MtN. CLEAN OU1_ANIJ ASSESS_ _ \ _ -_ w , _, ., ,. •,..m ._,_� TWO 2X16 PT ALL EXISTING DETAINS :01v� _ ROP G ER DROP , '! THREE 2X10 FIT 1 E y DROP GIRDER _CIFPI:NCC7VR A T .PCC7C __ I I INLET2. ` ��"�• :• " � _ �-PERVIOUS FILL � _2+ti_ } I f 00 GRANULAR LEVELING GD 3 1 f ` IN FRONT OF DECK PAD 6"THICK MIN: ..__ 14"PC2P :__.. d TYPICAL SECTION-UNREINFORCED RETAINING WALL � � �? ~` ��ut�LE2XSALc�NGouTSiDE � o _..~, PERIMETER OF DECK TYPICAL E MODULAR CONCRETE Uµ _ _ _.._.,___.._. NIT _..,_..._. ., - i c'�i Q 4 SCALE: NONE �1 PROPOSED j I`�i @ D LLl j („) THREE 2X 10 PT gam} /'0 L i LiJ U Y Lj DROP GIRDER �"` r` W TWO 2X 10 PT E �^ DROPGIRDER O P�QL_faUIPMENT_AQ - N W W 5 REVISED DECK PLAN 1/10125 CRP UNIT ADHERE TO TOP ELECTRIC PANEL BELOW DECK I II fA ' - IMPERVIOUS FILL RETAINED BA�KFILL AGO.E$�B.L.E,$TQRAGE,BflOW_DE_Q&MTH_. O s t-- 4 REVISED DECK PLAN 1/4/25 UNITWlVERSA-LOK r. _ __. _ �,� c�" € � 12"DEEP PEAGRAVEL GROUNDCOVER D- N CONCRETE ADHESIVE00; y (� eC �ry -I tt Q 3 REVISED BASEMENT PLAN 10110/24 }} POSTINGS OF THE EXISTING GIRDER TO BE a I - d �, 2 HOUSE SCOPE CHANGES 10/9/24 l `'.~ C- pp I to be 1 UPDATED FRAMING PLAN 5124/ 4 a t h TEMPORARY SUPPORTED, NEW TALLER 6X6 U i Ln r° r i� p s` POSTS INSTALLED WITHIN THE NEW DEEPENED I �? I ♦ UNDER DECK AREA. PROVIDE NEW 24"BiGFOOT } POOL OMPLAINT t � NEW JOISTS Vt11LL EXTEND PAST � Revision/issue Date t� CAST FOOTINGS WITH PIER TO GRADE,SEE _- � "' U ;! RAILING DRAINAGE AGGREGATE 4 ( FACE OF EXISTING DECK AND LAND w r 12"THICK MIN. "-APPROXIMATE EXCAVATION z C DETAIL-TYPICAL AT EACH POST LOCATION, ON THE EXISTING DROP GIRDER 3FT MAX BETWEEN ? p _ __ _ __ _ _ C14 ! Gt REINFORCING LAYERS r-~--- - LINE{PER OSHA) NEW JOISTS WILL EXTEND PAST FACE OF EXISTING r E ` _._ DECK AND LAND ON THE a , REINFORCED BACKFILL i W _ 41 j EXISTING DROP GIRDER COMPACTED 95/o OF MAXIMUM ate fi s. \ STANDARD PROCTOR DENSITY y ° 5 .�..,-..,•� ,.m„�, I I I I � �x i W 'ti__GEOSYNTHETIC REINFORCEMENT I r ; EDGE OF EXISTING DE K ,_.... . _._. SEE PROFILE DRAWINGS FOR t LENGTH,TYPE,AND SPACING ,,,;� en d' I I i EXISTING DROPPED GIRDER TO REMAIN EXISTING DROPPED GIRDER TO REMAIN to _- 191 i € cn ST #ER LA[II ING ANC F?0 QOMP IAN� m C� r C5 PERVIOUS FILL i i LO 7°HT RISERS W/POOL et� yr _ � t i I I 5 RISERS ':7"HT C -GRANULAR LEVELING PAD 6"THICK MIN. --- I COMPLIANT GATE W O 1 EXISTING DECK AND EXISTING DECK AND ' I FRAMING TO REMAIN ! et " t4„TALC.PRECAST 13LOCK RETAINING FRAMING TO REMAIN TYPICAL SECTION-REINFORCED DETAINING WALL WALI BE-LOWDECK tl3 ww ► ' TW: EXISTING GRACE ±48.5 ' MODULAR CONCRETE UNIT E I I LU SCALE: NONE i c3� rs) IZ CSj - I tlGirir EXISTING WOOD DECK ! a°~ „� T0+52.5 + .. r +: EXISTING FL JOIST OVERHANG- ; SIMPSON ,Y- AI#UNEW -- AWNING GRADE // 1! TOP VIEW THREE 2x12 STRINGERS,OPEN STYLE, _. L_._ Q,V T R,WITH GRILL+ CC+tC?KTOP HARC €MINIMUM WIDTH 36"BETWEEN HANDRAILS- -:- CONNECTION TO PROPANE TANK AWNINGS E ; --{�-___- ( TO REMAIN PORCH COLUMN FOUNDATIONS-81'DIAMETER 11"TREADS,MAX RISER HEIGHT 8� 4 , 31500 PSI POURED CONCRETE SONOTUBE PIER RISER BOARDS WiTH MAX 4"OP€NiNG WITH FOUR#4 VERTICAL REBAR ON BIGFOOT t BP24 FOOTING BASE- BOTTOM MINIMUPA 36" BELOW FINAL GRADE-SIMPSON ABU66 POST BASE ANCHORED TO PIER TOP WITH 518" a: ANCHOR BOLT FOR CONNECTION TO WOOD I ! _ COLUMN-SEE DETAIL c a .,....__2 " BIGPOOT FOOTING FORM-IMP 24 TYPICAL 24" SONOTUBE DETAIL SCALE: NTS �YIII/I I � FE ?TRryDI:IdC� I e. SHOWER ... TOP VIEW j t 4X4 POST POST TO BE CONNECTEDdi TO DECK' 12" TO DECK GIRDERS WITH SIMPSON o "` SIMPSON LCE POST CAPS 0 ABU44„„_.­ .. o OR SIMILAR PORCH COLUMN FOUNDATIONS-12" i DIAMETER 3,500 PSI POURED z CONCRETE SONOTUBE PIER WiTH i FOUR#4 VERTICAL REBAR-BOTTOM MINIMUM 36"BELOW FINAL GRADE- SIMPSON ABU44 POST BASE 41 ._..._ j ANCHORED TO PIER TOP WITH 5/8" ANCHOR BOLT FOR CONNECTION TO CO i � PRO 4JE-05.02 APR 2024G7 Np. DATE WOOD COLUMN-SEE DETAIL I I ; 1900 NYATT TYPICAL SONOTUBE DETAIL ` `TAIe 1'ERA$T.$. QI( SCALE: NTS +I 'BW+43 0' RETAINING WALL AS NOTED Lw. ..,. _._. I SHEET 51 ..__—t_. HOUSE DESIGN AND CONFIGURATIONS ARE BASED ON INFORMATION BY: UPDATED SITE PLAN (DEC 2024) S � l 05 $4 r. to o a t -•-• RETAING WALL W � � SEE DETAIL ON CL STRUCTURAL PLANS f • — a"xi0" A.c.0. v E f ( (SEE POOL PLAN AND DE7AILS BY OTHERS) (VERIFY ALL DIMENSIONS) V 3 ({ fI f 11 ►.L --..______1 I (� I( ra 2A" "SONOTUBE' I 0, I DOUBLE 2"x&" ALONG OUTSIDE SE DETAIL ON (I N 11 ( PERIMETER OF DECK (TYP) C tv 5TF UCTURAL PLANS l_ a X1a A.C.O. 1 ( � �, I -c� Bit co" lol- I I EDGE OF EXISTING DECK j' ' I T fir. 5. u — I +. EXISTING DROPPED GIIrP,0ER TO I-ZEMAIN I I i i • +. I i ,�� 1 I v a I :• � I kf-t7 . < _, .._ '. . ., . ' •.. ..,.:•; r .;:j 1 a F2IFY ALL E�Ci TING COW7 i!`•'I`IONE5 AND CLEA >ANCFS W P�.`'10R TO cONS'TRUC'1"`iON. NO"1"iF'1' ARC:.MI`TrCT OF DISCK�f`i✓'ANCIr=5. > NOT }2E'SPON''.�.- 1t3LE F=OP- GWANGES MADE W1`"t`4-ICI. T NOTIFICATION. ( �" s w RETAING WALL (j BELOW DECK 0 SEE DETAIL ON p STRUCTURAL PLANS t � I I I I P f! 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