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HomeMy WebLinkAbout1000-137.-4-34 OFFICE LOCATION: 0f SU!/jMAILING ADDRESS: Town Hall Annex ,`4 l0 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 G • Q Telephone: 631 765-1938 o�yCOU�,��� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date:. September 9, 2020 Re: LWRP Coastal Consistency Review of DeBOER SCTM# 1000-137-4-34 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 proposed action is INCONSISTENT with LWRP Policy 6.3 and therefore, INCONSISTENT with the LWRP. 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees, laws and regulations for all Andros Patent and other lands under their jurisdiction 1. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions. The structures were constructed without the issuance of a Wetlands Permit pursuant to Chapter 275 Wetlands and Shorelines of the Southold Town Code. 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 R' ECEIVED Town of Southold SEP 0 4 2020 LWRP CONSISTENCY ASSESSMENT FORM Southold Town Planning Board A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions containe�the consistency review law. Trus, each answer must be explained in detail, listing both-supporting and non- supporting facts. If an action cannot be certified as,consistent with th 'ViTRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the fV7arde eat the Town of Southold's website (southoldtown.northfork.net), theOffice, the Planning Deartr�ient, all local libraries and the Town Clerk's offic � 1 B. DESCRIPTION OF SITE AND PROPOSEDSCTM# 1000 - - 4 " 3 I CSU PROJECT NAME 9,0a--- The Application has been submitted to(check appropriate respot}Se): Town Board ❑ Planning Board❑ Building Dept. �/ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: ' INJ Project Description: The project is intended to replace and renew existing windows, deck, balcony and spa that have all deteriorated and at end of life. We are replacing the windows on the back fagade of the main house, upstairs and downstairs in the same layout of existing windows. Backyard deck is to be replaced in the same current span of 26' W (width of house)x 16' D.The deck will wrap around the left side of the house 33' L x 6' D to replace existing deck and sheds for a much more streamline, and clean visual character(some side decking, sheds, roofing already removed due to deterioration&safety):The current broken hot tub is to be replaced with a hot tub of 14' L x 8' W in the left corner of the deck. Existing 2"d floor balcony& deck will be rebuilt in exact same size of 5'D x 31'2 W and right side deck of 10'2 L x 5'2 W above living room. Project is'intended to replace existing structures within or close to current square footage, repair and enhance functionality,visual character and quality of home and presiding•area'of the "Pequash"Cutchogue Hamlet and East Creek shoreline. In anticipation•of this project we have already installed two new dry wells on the backyard near project, one on the right side next to the beginning of deck and one on the right side next to the start of stairway down to dock.The new spa will be able to connect to the dry well, current existing cannot.As we have previously had a flash food that took storm water from Fleetwood _Rd into__o-ur_bas_ement_alLthe wa-y_down-into-E-ast Creek,-we_have_RroaaLv_eli-a_d-esLa_gutter 9n our driveway as well`as the,new dry wells to mitigate any flooding and erosion on our property coming from the street or from ourown land. Location of action: Site acreage: 12 I `s� Present land use: Present zoning classification: �S�6k -AA 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: II nn x-- (a) Name of applicant: f1Aq�16l�V1 t 6OW (b) Mailing address: MS Ok G1° (Axhuo J Ux I {may I (c) Telephone number:Area Code (d) Application number,if any: /1 I Will the action be ' ectly undertaken,require funding,or approval by a state or federal agency? Yes El No If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project-will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that*the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, snakes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LVVRP Section ffi—Policies; Page 2 for evaluation crite 'a. i Yes ❑ No ❑ Not Applicable ac' - S clove � Q I • S vd wi i 1C Attach addition eets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LVW Section M—Po 'cies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria [dyes ❑ No ❑ Not Applicable 1k �- je5tyt<5 %.—Aet"acs & NW � " '4- , • ZkakvA w W--6e3= ate► •c. uSCS Aaasw-w� NoWdL4D ak dy" ' I A. • aye t+Z m " :5 c ` N of �C L iM S iZ Atta6gndditionsl sheets if necessary6ft,dA $Sk*WOW - &kb 4 < 0kl NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Sectio III 1:1—Policies Pages g through 16 for evaluation criteria Yes • No ❑ Not Applicable ;� 4WA •� ,���,,� lis wwar►I� bl {N a qgfkvolA viK 404ik1 S� `$' 'buy tRAN, h e��c da he vW Sk iit- ill �a�c�eos Cuvac� SeOL atsc5 Le H LIcZ �r�e-fi +,.�h + •N � ur Attach ad oval sheets if neces ary Policy 5. Protect and improve water quality and supply in the Town of Southold.See LWRP Section III —Poli ies Pages 16 through 21 for evaluation criteria YesEl No ❑Not Ap licable L- L dl ren Dk Vs covin acv a is k. �v;�e o-e v. (- a 4Q+`'J tom, - oGv d •L IIA L" qr coal' , 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. ❑ 1771 Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LV'RP Section In — Policies Pages 32 through 34 for evaluation criteria. Yes F-1 No dNot Applicable Ilk Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wast . See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. 1:1 Yes El No Not Applicable PUIBLIC 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. 'Ye� NoNot Applac d ' able ❑ Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent eases and promote siting of new water-dependent uses in suitable locations. S e LWRP Section III--Policies; Pages 47 through 56 for evaluation criteria. F-1 Yes F] No Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of Paving 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 ll,Not Applicable v hLIA- Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III-Policies; Pages 62 through 65for eva uation criteria. ❑ es El No Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. 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C Al �s SSP '♦ • �i �� \ '� �� � ''+� y \ 19 2) i zq 28 2v 22 27 A e 'ro �`, �9 em `�,4�a, ` ,o �nN000 s A 9 - �) O•Y R F �,'� I s ,u � s lp /� N,k ' ts NWO NOTICE COUNTYOFSUFFOLK © K mxNm SOUIxOLO SECTION NO wn.A u. m uuumwauFon Real Property Tax SernCeggenCy r w wEoc comb c.nexw..�axrn9m ,..,.o.,.�. .�. �'a"" 137' n -. _. ___ c _ c"_ ir"k,r.. ..: �-_,_t.. .. ,.•-".. wwcrm�errK•mnice�mR _ g P �� - PROPERi•/NNP SURVEY OF PROPERTY A T CUTCHOG UE TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. NIO/F i � TWO STORY ;� I � 1000-137-04-34 CHRISTINE MALON \ FRAME NOOSE ,$ DOCK SCALE.' 1'-20' STANLEY MALON ,--� � JANUARY 12, 2017 rnccuzi I L.P. DSC UNIT YA(GA INC) u 5" � f S.T. � I _/ i PLAS77C LATUCE 1265.0 e " FENCE 1.3'S MON. let 1 C A UnuTY N BLOCK RET i I oo~ o „E PDLF a WALL 1.4'S. 11 a N85 57 20 B.O. co HOT m. ON P 51N. WOOD SCE op 0.6 S - CCC. N WALKWAY SHEDDECK 7U8 s 1 Q ®PAD GEN C❑ ❑A/C DECK 7.0' O �•� 0.S CURB 52.8" o WQ b� g^ Z Boo S m z p 2p DEQ z W B.B.CURB Wil/ m R 2 STY 00 0 2 STY o m n �� � ^ I �j FR. HOUSE N A a A�vl I `c� ' o o - DECK m I /v VEL m FR. HOUSE n I g I o 0 0 0 0 O / G .21 RA 1 POST do 1 I STEPS WOOD DOCK RAMP ti ORI VEWAY LAT7ICE FENCE �1 o 0 0 0 0 0 0 52.8' FE. m.Do B 4lXo Qp b Unumtri 0215 FE WALL POLE IMP ARBOR 0.4 N RET. WALL 0.4' . N o r. C ARCH 1 16 g(j F 0.75 r B.B25.CURB r POST B LA 54.50 1.8 S 1 2 Iz a S ELEC. METER 0 - m�� 1 WOOD FE CE 2.4 SrWOOD RETAINING WALL 2.6 S.- OUT.SHOWER Fr , SPIKE S85�57,20„W ; BRICK WAL,. RAMP FLOATING V r 1 WOOD DOCK DOCK 0 N U m R n g•6 C FR. HSE. n ., Z STY. DR,VEWAY l PAVERS AUG 2 7 2020 NI0/F f ST WATER METER VINCENT ILLUZZI LP GJ Xi CERTIFIED TO, ENNO J. DE L30ER ® = SPIKE HANNAH DE 60ER 5TEWART LAND TITLE IN5URANCE COMPANY ct / �f . ■ = MONUMENT EAST ROAD 4 � N. Y.S. LIC. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION T PECONIC SURVEYORS P.C. OF SECTION 7209OF THE NEW YORK STA TF EDUCA77ON LAW. AREA=12 983 SO. I— I . EXCEPT AS PER SECTION 7209—SUBDIVISION 2 ALL CERTIFICATIONS FLOOD ZONE FRO14 FIRM 36103C0164H + (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF MAP EFFECTIVE DATE, 5EPTEM6ER 25, 2009 TO TIE LINES P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRA VELER STREET 16-128 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 PETERSON ARCHOTECTUnAL WORKS PROVIDE CONCRETE PAD FOR FRAMED ACO TYP. 2-2X12 ACQ GIRDER PLATFORM CONSTRUCTION AT NEW STEPS ANCHORED TO 8' DIA. CONC. PIERS ON 16'x8- CONC. FTGS EXISTING HOT TUB TO BE REMOVED REMOVE EXIST. SHED NOTE: ALL NEW ELECTRICAL WORK TO CODE --- - --- - --I , - '-O- - 6'-6- I WITH CARBON MONOXIDE AND SMOKE WESTHAMPTON N C Mn7 YORK _ DETECTORS TO CODE. I I —� �- -� X5.1. info@petersonarchitecturalworks.com LEJ0 C:OIJFIRM NEW COUNTER & � J NEW ROOF TO ALIGN WITH NEW DECK BELOW 6-0 NEW 14FT X 4 FT HOT TUB w I (CONFIRM FINAL LAYC3U7.WITH CLIENT.SPA LLA 00 CONTRACTOR TO PROvibE DRAWINGS FOR I u)SINK WITH CLIENT (LINE OF ROOF OVERHANG _____ CONSTRUCTIPN;TOCODE) --- ------- ------ io I tO w I REMOVE EXIST. SHED U I@� Q NEW T-O" T-6" O < I 0 , -------------------- NEW ROOF BE SIh�C �O _ 11 L1 -N _ I N O ( IN - 2-2Xr D.J. ALIGN ____ W iv (2) ML HIR I ADDITIONAL LEDGER ABOVE TO SUPPORT ROOF OVERIIIANq - - 2X12 ACO DECK LEDGER BOLTED TO HOUSE FRAMING W/ R 1/2' EPDXY COATED LAG BOLTS @ 16" OC MIN. STAG�UtD ROWS aJ @ L — L I� W a I NW 12" 12" SQUARE TRIMM P COLUIA4 o 00 I 0 _J_ w 0 NEW 2-2X10 HDR. OPTION FOR W 10X45 FLUSH ST EL GIRDER -' w 0 O A I `'' �� WITH STRAPP NG TO POSTS AS PER I WITH 5'X5"X1/4" COLUMNS ON "X1�"X3/4" -i w w °D t- CIONFIRM CAST IRON INTERNAL LEA R _� ir w ��Z w LU Oz t- ,�z roo' 0 FRAMINGCONNECTOR SHEETS - BP WITH (4) 5/8" AB DRILLED IN/E:1OXY & O x 0 0 LL <o t NNE TED T DRYWELL FROM Q 12' EMBED. BUILD OUT WALL RAINING AS Op v N J J I TERN�L DRAt AT ROOF DECK AB VE Q ��t0 = , NEEDED TO ACCOMMODATE NEW f TRYCTURE. a z O ( I I 1L z z z ao I I tJ z > Q w I r — — — Q_O z Q N OFNON I ( coX LL Z 0 w o>_W I vP tw-� 1 TAPERED3/4' x 9-1/2" ML I ( CM p (I o Q z J p 248 @ 1 - OC t-O I fr z �O @16" O.C. FOR W.P. DECK �� cn I v O w 00 0 ( D CK JOI TS 00 = z O oo , (SEE NOTE) w cn = = J O W= I 0 O NEW 3-1/2"X5-1/4' 1.8E o0 �_ MASTER BEDROOM BALCONY R is a violation of the law for any person,unless acting under the I 0 I X G9 J Q Q ( I o O?c � 0 PSL COLUMN CONTINUOUS 1 t- oo J = direction of the licensed architect,to atter an item in any way. z w =O o a m�" w ( _J 1 -' w� TO UPPER XD J o OPTION FO W10X45 FLUSH STEEL , Q J 0- w a UT 0 O �X � � w _ I O I LIVING ROOM Q wNx F_w 0 ( 1 W Q� I 5 (2) 2X10 HEADER oozz= 0 GIRDER WIT 5-X5"X1/4- COLUMNS. o INTERNAL r MING AS NEEDED O ( w'- J ZZD < BUILD TO ACCOMMODATE STRUCTURE. I z ( Q m�a o I ( o I a MASTER BEDROOM AL1_ Q DRAINS & Ir 0 w w z n a Q 0 DOWNSPOUTS 1--�R(STff�j�gE/\ly� -� -_`_� a- � 0 a ( � �0 EXIST. 2X8 FL. J ISTS % --' -a m - (NO CHANGES) - o w w x I L_ tL - �� � � - z p o Q- I m l z N CM o w w a Q a I 0 CONFIRM FLOOR JOIST SIZE AND off" .I (7 I _ C7 �Z Z ` o N �I I I v N w DIRECTION 2 1-3 I H I F W O o� Q I rfit z I = rte' o 1 cn I 0 0 a_ r x I - X O a"o Q W NEW FLUSH I w I U O U) N N a NU I I �W = 1 U) I W12X45 x O I r` u++`r LIVING ROOM W 0 J z I NQ I NOTIFY ARCHITECT WITH ROOF ZOr, I I o w z� I ao CONDITION, FLASH AND REPAIR AS z� X �- .=� 1 , r1l 1 UPDATED DECK & SPA 08/26/20 00 x U � U z N -OO z I I I 1 REQUIRED 'Q N 1 r�v DECK ti(:ONTRACTOR TO TEMPORARILY SUPPORT I I N O w II 1 P CHOCEILIING FORREV REVISIONIEXISTING WINDOW TO REMAIN, NEW DATE FRAMING ABOVE FOR NEW OPENING. F'`O z w Q �� W.P. DECK MEMBRANE TO SILL. CONFIRM FRAMING IN CEILING SUPPORTING I I w @ N 0 Nr z I L1J CONFIRM SCREEN D SILL WITH CLIENT FLASH EDGEF I WALL ABOVE AND NOTIFY ARCHITECT. 1 �" ( I ( = I � I � revisions --------------------� r---------- -- 11 1 =5 TAPERED I - -1 r------------- X 1-3/4-X91/2"I I I = EXIST. FL. JOISTS I I 0 w @ 16- Od Ir p BABY OIS TS i ( - w 12'X12-X3/4" BP WI H (4) AB TYP. ON -if ON NEW PIER AND OOTING IF W10X45 I - XIST. ROOF BFt HW FLUSH GIRDER PTION IS SELECTED I 5'8 I I w f _ _ - REPAIR BLOCK FOU DATION AS NEEDED "�R z N (2) ML H( R (_ oI VI EXIST. 6'-0SLID. GL. DOOR �`tcv _ ALIGNTO BEI MADE FIXED __co _ I _ � project REMOVE LI E OF BA CONY ABO 6'X6"X1/4" COLUMNS ON 1r NEW TAPERED I ML OSTS FORDECK AND INSTALL3'X3'X1' FTG WITH 3-#4 REBAR L________ J 7'- " 7'- " 1'-4' WATERPROOF DECK ASSEMBLY OVER 3' OFF THE BOTTOM OF THE FOOTING. I 6--0- FINISHED LIVING ROOM BELOW. W.P. TO 12"X 12"X3/4' BP W/ (4) AB TYPICAL D E B O E R RESIDENCE REMOVE STEPS RE-BUILT DECK L__ ______ J EXTEND UP WALL MIN. 18 INCHES NEW INTERNAL DRAIN AND CAST IRON 1555 FLEETWOOD RD. PROPOSED r. 6"X6"X 1/4' COLUMNS ON 16'X16' PIER & 3'X3'X 1' PROPOSED PARTIAL LEADER CONNECTED TO DRYWELL FLUSH W10 X 45 FIRST FLOOR PLAN FTG WITH 3-#4 REBAR BOTTOM OF THE FOOTINGRID AT 8" OC 3- OFF THE SECOND FLOOR PLAN BEAM OPTION AT LIVING RM. CUTCHOGUE Scale:1/4"=1'-o" 12'X12"X3/4' BP W/ (4) AB TYPICAL Scale:l/4"=1'-0" 1 Scale:1/4"=1'-o" NEW YORK 5'-8" FROM FOUNDATION FACE TO NEW W12X45 PORCH BEAM CENTERLINE IF OPTION FOR W10X45 0 51 10, 15' FLUSH BEAM IS SELECTED, SEE DETAIL 1 0 51 10' 15' LJ 1�1 i R —- NOTE: REFER TO ENGINEERS NOTES FOR BRACING INFORMATION FOR NEW WORK '1 C I I I I R PW I I IM J `� AUG 2 7 2020 1 (TO BERE: o R wl - E)aST.STEP-TO BE RE OVED ' ww + m Yo�E tMw a Nv II � EXISTING BEVEL CEDAR SIDING I I o TO BE REPLACED. I 1 client ® o II 0 I<I - DEBOER NEW lol -�"g< NEW 2-2X10 HDR. FIXED I OW ra l alum WITH STRAPP NG TO POSTS AS PER6'-0"x3'-0" A=- 2X8 @ 16" OC JOISTS TECO TO NEW 2X10 LEDGER � - FRAMING CONNECTOR SHEETS BOLTED TO HOUSE FRAME W/ 112" EPDXY COATED l o e _ LAG BOLTS @ 16" OC STAGGERED I„ wx J NEW METAL AND CABLE HANDRAIL SYSTEM TO I W I m o CODE, CONFIRM WITH CLIENT NEW NUN NEW L NEW METAL&CABLE RAILING NLGD 4380S AND. N D 6080L NLGD 4380S ( ( ® 3 OPTION FOR WATERPROOF BALCONY: SYSTEM INSTALLED TO CODE ( I S • RIP 1-3/4" X 9-1/2" ML JOISTS MIN. 1/4' PER FOOT I I 3 content MASTER BEDROOM... .. n. :. . 112' PLYWOOD NEW ROOF I I W W BAL NY . 60 MIL MIN. EPDM WATERPROOF MEMBRANE OVERHANG TO MATCH I I PARTIAL PLANS, 2x TREATED SLEEPERS IXISTING ROO • 5/4 x 6 DECKING AS PER CLIENT, ALIGN WITH DOOR SILL -- NEW 3-1/2"x18" 2.0E P RALLAM PSL W/ 1/2' F Ems..r-0 �.. MINIMUM (3) DRAINS CONNECTED TO INTERNAL STEEL FL PL ADD WALL FRAMING TO DOWNSPOUTS INSTALLED WITHIN CORNER 10' TRIMMED EXISTING 1ST FLOOR PLAN 6 ACCOMMODATE NEW BEAM - SEE ENGINNER'S NOTE COLUMNS 12 1/8" - V-0" EXI�r.OECK SECTION & ELEVATION • 1X SOFFIT AS PER CLIENT EXIST. 2X8 FL. J ISTS _--- --- NEW12"WIDE 19-3/4 TRIMMED PORCH BEAM, REBUILT EXIST. BALCONY ivNEW W 12 X 45 STEEL GIRDER (DROPPED) CONFIRM WITH CLIENT CONFIRM FLOG JOIST SIZE ANC WITH TYPICAL SHEAR PLATE CONNECTION _____ ___________ _ __________ AND WELD FLANGES TO COLUMN 3' w EXISTING PARTIAL FIRST OOR PLAN DIRECTION 0 1129 , W - 6'X6-X1/4" COLUMNS ON 16'X16' PIER & LIVING RO�DM = I I �� 3'X3'X1' FTG WITH 3-#4 REBAR GRID AT 8" OC FIXED NEIN FIXED 1 3- OFF THE BOTTOM OF THE FOOTING. CUSTOM 24'-0" x 6'-11' SLID. GL. DOOR REFER TO DETAIL 1 IF W1OX45 FLUSH Scale:l/t3"=1'_?O 0" OPTION FOR 1N10 45 FLUSH STEEL LL o "Co I I 12-X12'X3/4" BP W/ (4) AB TYPICAL (OPTION FOR FU HEIGHT SLIDER DOOR) STEEL BEAM IS SELECTED FOR TRIMMED n � � � S E D GtR ER , SEE DETAIL vn�o +moi ao 1 1 COLUMN AND BEAM SIZES R H DECK 5/4x6 WOOD DECKING (CONFIRM W/ CLIENT) EXISTING HOT TUB TO n (� n nn (� .t.i I I 2X8 @ 16" CK; ACQ DECK JOISTS BE REPLACED l>- E IN N O T SIE T CONFIRM SCREEN D SILL WITH CLIENT FLA H L DCS R NEW 12*SQUARE r--------- ---� ARCHITECTS DRAWINGS ARE SUPPLIED BY CLIENT WITH PERMISSION 1 I TYP. 2-2X12 ACQ GIRDER ANCHORED TO TRIMMED COLUMNS, I I 1 1 8" DIA. CONC. PIERS ON 16-x16'x8- CONC. FTGs DOOR INSTALLER TOP VIDE SHOP DRAWINGS I I FROM PREVIOUS DESIGNER. ARCHITECT ASSUMES NO LIABILITY FOR drawn by: CONFIRM WITH CLIENT INACCURATE REPRESENTATION OF EXISTING CONDITIONS OR UNSEEN EP EXIST. FL. JOISTS I 12x8 @ 16" OC D.J. 1 STRUCTURAL DAMAGE. 8"x16'x3/4" BP WITH (4) 5/8" AB 1 L ALL PROPOSED WORK TO BE APPROVED BY ENGINEER, CONTRACTOR TO checked by: DRILLED W/EPDXY & 1 ?' EMBEDMENT FOR I 1 1 1 EXISTING DECK TO BE REMOVED AND REPLACED FOLLOW SPECIFICATIONS PROVIDED BY ENGINEER FOR CONSTRUCTION TO W10x45 FL SH GIRDER OPTION i i PROVIDE CONCRETE PAD CODE_ CONTRACTOR TO REPORT ANY CONFLICTS OR INACCURATE AT ACO FRAMED PLATFORM FOR ISTI PS SPA CONTRACTOR TO PROVIDE DRAWINGS FOR CONSTRUCTION TO CODE DIMENSIONS TO ARCHITECT FOR RESOLUTION. date: DISCUSS WITH CLIENT OPTI NS FOR CRAWL F"f-Ll rI-L, DECK&STEPS BEYOND ND L-J 07/28/2020 SPACE, INSPECT AREMEDIATE ANY L-J ORIGINAL DRAWINGS PREPARED BY: MOISTURE AND ENTING ISSUES. REPAIR BLOCK FOUNDATION AS NEEDED, drawing no. PARTIAL NOTIFY ARCHITECT OF STRUCTURAL DAMAGE PARTIAL JOAN CHAMBERS 0 PROPOSED SECTION PROPOSED REAR ELEVATION PO BOX 49 SOUTHOLD NY 11971 - SCTM# 1000-137-4-34 Sca_?, 4"=1'-0" Scale:l/4"=1'-0" 631-294-4241 ZONE R-40 .31 ACRES Q p