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Home My WebLink About1000-32.-1-6.1 l . I I Town of Southold I LWRP CONSISTENCY ASSESSMENT FORM SEP 2 9 ;2026 I Ao INiTRUMONS SOUTHOO TOWN PLANNING BOARD i 1. j 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 1 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 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 siMifmcant beneficial and adverse effects No the coastal area(which includes all of Southold Town. 3. j 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 flaw. Thus, each answer must be extslained in deta% listing both suniDortinl and non- seaaoortiinu facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork net), the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. —Y w- _ I i B. MCRIPTION OF SITE AND PROPOSED ACTION LJ SCAM c7ov --32 . —a1 lv . SEP — 1 2026 PROJECx NAME L—&-rR Aevk es 1016 t,(CC— U r^ ca �rust�es f The Appiieation has been submitted to(check appropriate response). 'gown Doai d ❑ PlanzAng Board❑ Building Dept. -54,0' Board of Trustees i I. 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: Fa Loa Nature and!extent of action: I See An rh C44 ("ePJ-r ! E Attachment #1 Project Description SEPEg 200261 Latham Property 2180 Peter's Neck Lane , vvn 'es Orient 1000-32-01-6.1 -- 8.21 .26 1 . The existing 5'-5"X 4'-0" (21.68 sq.ft.) covered entry porch on the north side of the house was replaced with a new 13'-3"X 5'-9" (76.1 sq.ft.) covered entry porch. 2. The secondary entry door on the north side of the house and the existing 3'-3"X4'-7" (14.88 sq.ft.) entry porch were eliminated. 3. A new 5'-0"X5'-1-1/2" (25.6 sq.ft.) outdoor shower was added on the north west corner of the house. 4. The existing 20'-3-'/2"X5'-0" (101 .45 sq.ft.) covered wood deck on the south side of the living room was replaced with a new 33'-9-°/2" x 9'-6" (321 .0 sq.ft.) wood deck with no roof. 5. The existing 26'-3-Y2"X9'-6" (249.75 sq.ft.) screened porch on the south side of the house was re-built to include new decking, screening and framing in the ceiling to support a new 26'-3"X9'-4" (319.17 sq.ft.) 2nd floor deck above. 6. Twenty four windows and 2 exterior doors were replaced as per window schedule. 7. The first floor powder room 4'-5"X 7'-Y ( 32 sq.ft.) was renovated. 8. A new 4'-0"X 4'-5" (17.68 sq.ft.) laundry closet was added on the first floor. 9. The kitchen and dining room on the first floor (25'-11-'/2"X 18'-4-'/2"" 476.8 sq.ft.) was renovated. 10. Approx 6'-0" of 4'-0" tall fencing was added to the propane tanks at the north east corner of the house. 11 . On the second floor, bedrooms # 2 & # 3, ( 25'-9-'/2"X18'-1" 466.28 sq.ft.) were combined by eliminating the existing roof, dormers and kneewalls and adding new 8'-0" walls and new roof framing to create one bedroom with bathroom and walk in closet. 12. On the second floor, bedrooms # 4 & #5 (24'-8"X 28'-1" 692.73 sq.ft.) were altered by eliminating the existing roof, dormers and kneewalls and adding 8'-0" walls and new roof framing. 13. On the second floor Bathroom # 3 ( 6'-2"X9'-11" 61 sq.ft.) was renovated and a shower was added. 14. On the exterior of the house new cedar shingle siding was added. 15. New gutters and leaders were added to contain storm water run off in proposed drywells as noted on survey. 16. A new IA sanitary system is proposed to be placed on the landward side of the house. 17. A new poured concrete foundation will be added in the footprint of the existing foundation to raise the house from the current fin fl. elevation of 7.55' to an elev. of 10.42' which will bring the structure into compliance with current FEMA regulations. SEP 1x OU-tholdo _ I .S I Location of action: 8>0 ?eTeW5 N eCV-- 1..A---J4E Q9 t k—V rJ Site acreage: g i 4- a crcS S NG t,r, �AcM a c. Fre�ent land use: _ � T>w e,l.L,( tJ G -- i Pre�ent zoning classification: R ® 2Z,00 2. If ap application for the proposed action has been filed with the Town of Southold agency, the following inhirmation shall be provided: (a) .Name of applicant: �,�0 Gb ►lam! ?ee,5 _FOM SO PK(45 LA-TbtA M. i (b) iMailing address:_ R D 13OX 49 SO Ul-WOLV N f- [L q^Il 1JU 77L (c) jTelephone number: Lb SEP - 1 2026 f Mill the action be directlyundertaken,require fundin or approval b a state federal �a�c Town 4 g> pp Y k✓ a Tmstees x.a, Yet ® NoR If yes,which state or federal agency? i C. Evaluite the project to the followeng policies by analyzing how the project will further support or not suppoit the policies. Provide all proposed Best Management Practices that will further each policy. Incomple4 answers will require that the form be returned for completion. i DEYELOrED COAST POLICY f Policy 1. Foster-a pattern of development in the Town of Southold that enhances community character, preserves Open space, makes efficient use of inkestructure, makes beneficial use of a coastal location,and minaimizesj adverse effects of development. See LWRP Section III--Policies; Page 2 for evaluation criteria. Oyes No RNot Applicable �1— N D NLe R(/VT c n.1 8 C-t- c S Attach additibnal sheets if necessary Policy 20 ;'Protect and preserve historic and archaeologicaIl resources of the 'Town. of Southold. See LWRP Section III-Policies Pages 3 through 6 for evaluation criteria ® Yes.El No Not Applicable P a L-L Cq 1+ i i t r Attach additional eets if necessary 1 i Policy 3. i Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III--Policies Pages 6 through 7 for evaluation criteria I ® Ye� ® loco F Not Applicable 0 Attach R&ti6nal sheets if necessary NATURAL COAST POLICIES I Policy 4. ` e loss of lice, structures, and natural resources from flooding and erosion. See LVVRP Section M —Policies ]Pages S through 16 for evaluation criteria ® Ye' ElIo1®YN Not Applicable i Attach additional sheets if necessary _.... .......... .. i Policy 5. �rotect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies ]Pages 16 through 21 for evaluation criteria ® Yes ® Pfo12ANot Applicable D91 , L a 9. A 4� i s r<<flh.,-Id Tnimn At—tach addifidnalsheets if necessary Policy 6. ;Protect and restore the quality and knction of the Town of Southold ecosystems including Significanj Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria.. i ® Yes EjNo � Not Applicable i i YK c't'Z� v t t_c1 LTEi�EP Attach additional sheets ifriecessary Policy 7. Protect and improve air quality in the Town of SPLWYQId. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. n n .�--� Yes NoNot Applicable SEP - 1 202E tiZ Out 11old Tolly* r Attach additional sheets it 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. 0 Yes ❑ No—0Not Applicable H stirArestrz o.� 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. U YeEl NoNot Applicable w i .I'c. N V '8 �--C A2 �� a c CWD i bt`! Attach additional sheets if necessary � p 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 M—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters.See LWRP Section III—Policie ffiP g .,thrr_o ,for�evaluation criteria. ❑Yes ❑ No 5i Not Applicable anno 6(. i `' fii0�0 fOV1'� - 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. El Yes ❑ No ICJ 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 PREPARED BY V l C_~,?62iITLE DATE. SURVEY OF OF DESCRIPTION OF PROPOSED WORK SOPHIE LATHAM RESIDENCE W[TIAIIR! rERTaRMm„RARRDN PROPERTY E"VRIMRR"`MY r•— SlTUATE .RR,aADs-ADDRrAIso TO DOCUMENT AS-BUILT RENOVATION OF EXISTING HOUSE 2180 PETER'S NECK LANE ORIENT NY :- ORIENT, TOWN OF SOUTHOLD INCLUDING NEW ROOF & 2ND FL. DECK AS WELL AS 1000-32-01 -6. 1 ° • SUFfOLK COUNTY, NEW YORK REPAIRS TO SCREENED PORCH & DECK EXPANSION. n TAX No.1000-03200-0100-006001 si SCALE'-.x ALSO TO DOCUMENT RAISING HOUSE TO FEMA REQ. ELEV. R-200 ( NON CONFORMING) AUGUST T.2= WHICH WILL INVOLVE A NEW FOUNDATION AND FLOOR AREA-7Y.D2s.R.rc. FRAMING. FLOOD D INSTALLATION OF NEW SANITARY SYSTEM FLOOD NOTE: A,..N,r1"n�l rc,r w.1>�.T..ca � - �°-"� �` .� � � LOCATION MAP a SCHEDULE OF DRAWINGS to 1000-32:1-6.1 A-1 TITLE PAGE N A-2 GENERAL NOTES & g DESIGN CRITERIA .� � �aF Acreage 1.66 A-3 PRIOR & AS BUILT 1ST FLOOR PLANS � A-3.1 PROPOSED 1ST FLOOR PLAN ems' 1 �� rye Land Use Low Density A-5 FOUNDATION PLAN - s' Residential A-6 EXTERIOR ELEVATIONS �-"/ • /9`T9• A-7 EXTERIOR ELEVATIONS Acb /�.� \\ OHO Protected A-8 SECTIONS Community Facilities A-9 ROOF PLAN z A-10 STRUCTURAL NOTES S86.30'00-E 70.W' ��'---�, / Class One Family Year- �- / Round Residence W w Ag District Info �•y% �' '' ~�\ �— n,N",�u �• °�� as `\ r Zoning Primary R-200 U O , �• �� •� *m \ Zoning Secondary Zoning acres In 0.00 � W W �. Secondary Zone Q Freshwater Wetlands 0.00 Q b / ♦^ .v .� Tidal Wetlands 0.0 2 V) / Zoom to ••• ., U 0�r �\ ' i,J _ FEMA MAP SKYPLANE DIAGRAMS W z f v/ J +Q \` � : \ \ ♦`�\�>Zone � LL � W [— ® CATCH YARN TTL'TLNW AM.56.80/RG.R. \ \�• N •.` . EB� Ld ® DRAIN MATE 8 TIRE HYDRANT 1.6lYATMl6 At IR7V7�rD wares.1RIs wrw y6.? 34^N, "+s.^" \ \\ ` \`;`•\` \`\\\ \\,( N oos1RIR EttVAruwl ARc snRw nlY:,nn.m 9' .: �\ \` ` \• __.. 04 LAMP POST - \ h, \ \ - - —OVERHEAD UTILITY WIRES ♦` ` 4.1. .2824�,- \\` \ O Zone VE "^e'-t�l� I'2n \ \ \ ♦ - ♦ \ \\ r \ \ ♦ \ \� \ \ \ ♦ 5' ''1.1 UTILITY POLE \ ♦ ♦ \ \ \ ♦ \- ^' O \` \` \` ♦ ` \` \` \` \° . 1 1 1. • MER e..ws..dove... t��\ \ \ \ \ ♦ ♦ ♦ \ \.i� AERIAL LAND SURVEYING,�.P.0 i c �\ \Tot\li•ul Southuli3•♦ \ \ \ ♦ \ (/ �., TREE //1 c�aar.n nw ',fir vs:`'b a Via. ` \ \ ` EEB SIGN \ ♦ \ ` . \ \ ♦ \ ..... - _.a-_.,_ Lvs1R1Cr:laoo LDT:008.801 ancw:o,.oD 4C„DwOM " "'�' 7�3- __ \ ♦ \ \ \ \ 0 WATER METER ter. �\ \\ \\ \\ \` \ is A— I T WATER VALVE MAP ar:'NOT DN A MED SUBTAvbX111 NAr^ .T. �� \\ \\ \\ \�♦♦\�\ \ ��\ .\ � ♦ \ ♦ \ .�: CONC.MMUMENT TmE 1q.: N/A �:'S.7~: �L�.. h \�\♦ \\ ♦`\�\\ . 7 \\ \\ \♦ EMm E1EC.METER MAPnLEDwR: w/A .\ .\ .\ .\ .\ .\ ;.. .,,.,. - .\ .\ .. TITLE TAU MY Rr. low-dum-0100-DDf001 .\ �- : :,� w PAGE 8.1.26 m GAS METER T!D AF. OR[MT.TORII a SW,HgIN r %Dtl( L dam® ` \` \ \` \` \` \ \` \` \ \ STANE SET A AE, N A �\ \\ \\ \\ � \\ \ \ � �\Zone \ ♦ „`\ \° \♦ \\ \\ ��.\\ �\ \ ♦ . .( v WETLAND O o i \ ♦ \\ \\ ,♦ \ ♦♦ \S-�\ E L M B,..` \\ \\ �`.♦ .'' '+. \ 4\ \; a ZONE LOT COVERAGE SQ. FT. GFA CALCULATIONS CODE REQUIREMENTS REQUIRED PROPOSED RESIDENCE FOOTPRINT 2022.7 PROPOSED RESIDENCE 1ST FLOOR....................1950.91 PROPOSED RESIDENCE 2ND FLOOR....................1185.91 FRONT YARD 55'-0" 94.5' NO CH,%WE DECK & SCREENED PORCH 563.5 SIDE YARD 20'-0" 60'-0"ND GRANGE BRICK STOOP 13.0 .••.........................•• SIDE YARD 25'-0" 117.3'NO GRANGE I COVERED ENTRY PORCH 74.0 TOTAL PROPOSED SQ. FT...... 3 ACCESSORY GARAGE 935. 7 GUIDABLE LOT AREA.............................................23,219.0 --{-� REAR YARD 75'-0" 79.4' NO CHANGE A � � {H- ALLOWABLE GFA .......................3,350 + 321.9 = 671. � � ,� !� SCALE LOT COVERAGE 20% 15.5% E CA TOTAL 3608.57 AS NOTED BUILDING HEIGHT 35'-0" 32'-0" I _ Af HISTORIC DISTRICT NA NA TOTAL LOT 79,023 .PbERUNNER ENGINEERING FEMA FLOOD ZONE AE 6 ELEV 9.5' TOTAL WETLANDS 55,804 SE P 1 2026 7 RIDGEWOOD 17 BAYSHORE NV 11706 01-410-6838 PROPERTY DATA TAKEN FROM SURVEY BY BUILDABLE LOT 23,219 AERIAL LAND SURVEYING D.P.C. JOAN CHAMBERS 53 PROBST DRIVE SHIRLEY NY 5outholdToWn (631)294-4241 AUGUST 7, 2025 REV. DUNE 10, 2026 LOT COVERAGE 15.5% goardofTrustees TABLE R6023(1),-FASTENING SCHEDULE NUt ITEM da E SECTION R306-FLOOD-RESISTANT CONSTRUCTION SECTION R301-DESIGN:CRITERIA f DESCWPno BUILDING - ' - " - R AND TYPE OF FAeIENER+4 N OF SPACLNG ANO LOCATION ELEMENTS R301,2,4 Ruodplain construction. R301,4 Deed load. GENERAL NOTES ....-..�.. Root ._ Buildings and swglures..-.ad In whole or in part in Flood hazard areas as established in Table R301.Z.and substantial -.-- • 4-d box o113).or u The actual weights of materials and wns[metion shall be used for de[ermlNng dead load with consideration for the dead of Bladdng be6v«n calm;Jwsts.it-or' improvement and repair of substantial damage of buildings and structures located In Whole or In pan m flcod hazard areas,shall be service equipment �L , 38d gpmmon(2vi•o.13i'),« 1. All work shall conform to the requirements of the 2025 Building Code of N.Y. lasses b tap plate orothertraming Toe foul designed and constructed in accordance with section R306.Buildings and structures that are located In more than one flood hazard (Z tatow 3tD] (3' °t2e) i area,Including A Zones,Coastal A Zones and V Zones,shall comply with the provisions associated the most restrictive Good State, County and Town Department Regulations, Utility Company requirements and X 33••a131'rads hazard area Buildings and sawcturea located In whole or in pan b identified froodmys shall be designed and mnatmated b be trade practises best - _ R307.5 Lira bed,243d mm1ron(2!z 0131')'« 1 _ gx3,ordtaeruil paordanaewithhsc6z4. 2. Before commencing work the Contractor shall receive from the owner all permits _ - Bmdnganpenaaa«waawa za D.i3rw a The minimum umfom,y distributed five load shall beas provided In Table R301,5. required by Local Town, Suffolk County and New York State. It will be the 1'tae ne6 top gales.lo ran««visa 2-tfid,amrrnm f3 rz•ode2'}.Q furl RI04.3.1 Determination of substantial) Improved or substantially damaged existing bulhfn In flood hazard contractors responsibility to display the permits during the course of Construction and �\ - End na✓------ Y cap Y 9 9 ga P Y P Y P 9 w j 3a•+a131•ma _.--- ereae, TABLE R301.8-MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(in pounds per square foot) to schedule all necessary inspections as specified by the Building Department • 16dmnmah(3'h••o.M;or ,-_, _•,: including the electrical inspection and final inspection necessary or issuance of the ..Flat luackxg a truss adwab Saar , Soo.lace rail Far applications for building permit t«reconstruction,rehabdiatian,addnron,eheation,repair or other Improvement of existing - 3 0.131'1 -` 2. uSE - .�_ - LwFORM IAAD ' 'CANCENTRATm COAO J,Iti).:1 certificate of occupancy. buildings or structure.located in a good hazard«ea as established by Table R301.2 their building cificlal shalf¢%Biome or cause robe _.. � _,�...�.......:�.,...-.--L Y .48d box(211z 0.113•);or Uninhabitable d wMoot al«ageb 10 examined the construction documents and the consvuaton estimate ofthe value of the proposed work provided by the applicant. ......__., -__ __._. _.__ _--.__. _....-..._-_--.. __ __.. _ - -.-__ 3. The Contractor shall visit the site and verify all dimensions and the existing 2 38d common(2'!;+0.131');«, Joist;lop hag buildings or aIw,t-a that have sustained damage of any origin the value of the proposed work shall Include the cast to repair the �UNnhadt Ob anbswm 1 mgad sloragoae 20 - I ceiargiwstammppia[a P« p _ conditions affecting the work prior to construction. An discrepancies which would v P � N buildn or structure to Its redama ed condition.I t e burldl official fines that the proposed„rock is a wbsrantial Improvement or Haknla0le am nip 6a«Bd 3a••al3rregs � s s p -g f n_ rig g p pa p .. - esada „ltnnxed sad- � 30 � _- _-_ _ interfere with the satisfactory completetion of the work described herein shall be - -si�oianauleaa railelaflegi 4-100 box r+0.128•;« - -'-�--'- repair of substantial damage,then the building official shall require existing Pont=of the entire building or structure to meet the Bakxxtles(exiwior)e�d decks' _ -! ___- 4g --- ___ _ reported to the property owner. o not start work until such conditions "Bit' w ( ) i requlremmosofseationR306. ---- - -- ;-- ----- _ have been examined and a course of action mutually agreed upon. Failure to notify 3 lamovesparliaatelace Ss G). 316d common(3t11=0.162n:ar ' Faro 1 F.escapes 40 RE0252 and Tab's R802.52(1)1 ; 4T-0.131'rage Win.the building or svuenrre has sustained substantial damage,repalm necessary to restore the building or stucure to Its Guards - ------ ------- _ j'----- 200A1 the owner of unsatisfactory conditions will be construed as an acceptance - Q '"--'---"---'-"'--- '- - "------------ predamaged condi6onshall be consderadsubstantia/impromrrenrs regardless oftheactual mpatrworkpedormed. - properly perform the required work.,. ---------- '----_-=---------.,.._�. ------- _ ------'-------- -----�----------�-- ----- of the conditions to C¢3ngjpk[allactndb Paragel miler Gumdimfslm Tr xwdsr a (had joint)(we Section Rems.zad : TeNaReo2s2(1) face red Hanarov` 200^ 4. All work is to conform to the drawings and specifications of the draftsman, TwoR602.520)) SECTION.R312-MINIMUM ROOM AREAS assengarveNdega29ea --' ! 60 - '-- - zeoa: engineer consultants and licensed design professionals named herein. alga box(3•=0128•),« Areas Ore Ina„ieapu.g - - all�'- } - 5. The Contractor is to maintain a complete and u to date set of Tans on the 5 Cnlarti t m0dr.1-al __ 310d corrm,on(3 0148T;pr Fawrei-hager R312.1 Minimum area. P P 43•0,131•na8 Habitable raw*shall have afloar area Of not less than 70 square fast(6.5ma). S1°ep"9 30 job site at all times --- -'- -- -_ - (3 -' - ; stairs 40F 300 6. The drawings are not to be scaled under an circumstances. 316a box(sv;•al3sx or ._. - 9 Y Exception:arehana. s ! Nagar«met Ms to lP'aaa 3laamrxmn(3•+oeae•1:« ztpena6lonpresb adlbona9on R301.7Defloetlon. 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures d10dbox(3••0.12Sp« opposla ddad seshron««bon' including storage and toilet facilities, f Z 441�-0.131'1s The allowable defle«ton of anyswuraal member underthe irre load listed In Sections R301.5 and R301.6 or wind bads determined 9 9 protection of existing work to remain access to ..a76a bma(3+t;•0.735'y.« R312-2 Minimum dimensions. by Section R301ZI shall not exceed the values In Table R301.7. work area, hours of permitted work,availability of water and electric power and all 3+Oil certamn(Y+A148•y,« other conditions and restrictions for this particular location In order t0 execute the Habitable rooms shall be not less Than 7 fast min)in any hxisorml dimension. .4-10dlxw(3'•0126),r Toe,"act work in a careful and orderly manner with the least possible disturbance to the public. 7 , rands•�a3 o13t nags a Fm,+ptiamxirMens. TABLER3°17-ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 8. The Contractor shall make the necessary arrangements t0 utilities and Services Ra«m8ereto rdgo.raCoymhlp. .___._ ..._,..........__., 0. or ra«now,to miniman 2-669.beam 3-18dbox(32-_-0135)Or ! temporarily disconnected while performing the work as required. ' 1 ' 21Bd on(3/z 0162);o, :' R77tuC7URAL61FM8FR AL101'NBLEOEFtECTiON I..LJ LU -10dbox(3••o.12rhor I End"� R3123Hai htaffectonToomarea r-"= -'-' �•••-•-'• --'=-- - ---M 9. The Contractor shall provide all dimensions and cut-outs for other trades. 1 _ D Raftwe Wwrg Copps greater than 312 with fxusmd cuing ndaaachd to ran" l/Im 3_ 3••0.131•nvls _- __. .__ _- __ -_ ._._ - __ Portions are loom with a sloping ceif g measuring less than 5 feet(1524 cam)ore humid-][.a lnsaauri0g less Nan 7 feet(2134 Inl«brwaa6¢d Perakxn, - calm 10. h Contractor shall provide proper shoring and bracing for all remaining structure 78d ownmon(3'l;•0.11)2') 24'oa.acel min)lromthe handled floorro Ne finished ceiling shall not be considered as contributing ro the minuum requlmd habitable«ea for - - -"--"- g -- - - prior toeremovalcoff any existing structure. r- _- 6 Sludiodud(ndalbacedxahpar is) - 10dbox(3'•0.128y:« -that room. O i 18'o.aaawl cez�g,wanlx8lefxushea(inddme;OuleradaWox) L'990 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed 3 0131'-1. I R313.1 Minimum height ------' -- - ---' -- --------------- -- --I arsons who shall arrange for and obtain all required inspections. - ----- ----- ---.-__.f. __ - _--- , -_---- ._.-'--, - cdragsw4n testa anisbea Mdadkg ervsan boam> ueao P 9 q P Stud To sans and studs at - 16d box(3'/i•0.135'y or `--- ---- --- - aNda°g 1z'o.c.raceraa Habitable space•hallways and portionsofbaserrealscontainingthesespacesshallhaveaceilinghe)ghtefnotlessonan7feet(2134 - AlastaN«daalmart0ew xdudxgguard armhemmmgs 1R40 '. Contractor shall be responsible for scheduling all other inspections as required. _- _---_ _ _ man). toilet rooms and laundry moms shall have a cellmghe,ght ofost less than 6 feet 8 Inches(2032 min). -' -'--' ------ - - "'-'-- --'-- ' 9 .,imelsecwgvvagcomem(atbmcedwa5 , a•o-13+•nails. :Edtni«waas-winEkads'vnhpaste«aWao6msh____ ___ _ _--_ i6g 12. The Contractor is solely responsible for construction safety and shall hold the Panels) -_--_ ^16dcwnmon(3'/;x0.162) j 1'aafacml Emepnona: armrWalm-wlnaroam^wimanarl><uuaiax�nas - - - -- wzaa `; owner and engineer harmless from litigation arising out of the Contractors failure to UJ W B it-uphe 1w(2•to2'headarwiNil;- t6dTxwm (ale 0A62) j 16•o.c chedge face mg ----'--- - " -' ---- --- - --- I._-_-_.________.- provide construction safety means and methods. 1.For rooms with sloped ceilings,the required floorarea.1he room shell have a ceiling height Of cat leas than 5 feet(1524 E1dad alas-wLm 1pads'wtln gaxible fvdslesMl2°d P Y 10 I space0 16dbox(3'/i•0.135') , 12'o,asad,adgefatenall cam and not less than 50 r �---- - -----^ ---- -- ---Imtds apppwprg mle�,ryvpna«„3a:^ � ufi00 13. The Contractor shall provide Liability and Workmen's Compensation Insurance 58tlbat(2'h 0.1131;« 2 The calling,height above bathroom and toilet wom fxturee shall be such that The hours Is capable of belN used for 'R301.21.2 Ptoteedon of opera nga for the duration of the project. Q I Connnuoutheaderm sbtd 4-d«dw;xn(2 f;=0.131•y,« Toe tau intended purpose A allawer or tab equipped with a sho-bead shall have a ceding height or not less than 6 feet 8 14. Surplus material of eve a resulting from the work shall be hauled awe d 10d box(3' 0128') inches 2032 min above an area of not less than 30 inches 62 mm)by 30 inches(762 min)at The shaw«hed. Exterior glazing in buildings located in hwndb«ne debris negrons shag be promoted from windboms debris Glazed opening protection P every type g Y _ _ t ) and the site left entirely clean and unobstructed on a regular basis. 3.Beama,girders•ducts or other obstructions In basements containing habitable space shall be Permitted to project to for wind6ome debris shall meet the requirements of the Large Missile Test of ASfM E1886 end ASTM E7996.Gerege door glazed 416d box(3Vt 0.+3,Fr«-1- �Vi within 6feetd inches(1931 mm)of the Gnlshed Hoot, op..In9p.,.W f.rwmdb..edebrlsah.1l..e th.mqulrementsofanapprowdimpam- sistingsmdardorANSVDASMA115. s 3lfid common(3/z 0.162�:or ( 4 Beams and gliders spaced apart not loss than 36Inches(914 mm)In clear fished width shall project not more than 78 Exceptbn:Woodabucturalpanels with a thickness of not less than l/16Inch(11 mm)adaspanofnotmorethan8fest(2438 SITE PREPARATION L.L. U 12 .AaJamaa tun-trolgnl trim to end of header! 4 10d box(3,.0128);or Ed rail Inches(1981 cam)from the fNshed floor. mm)shag be permlued for opening protection•Panels shall be precut and attached to Ne framing surrounding the opening - j containing the d W ! 43 0.131')nails i g product with the glazed opening.Panels shall be prednlled as required for the anchorage moNd and shall be A' .-__.L.__-_-.--.__.-..._-... R313.1.1 Basements. secured with the attachment hardware provided.Anachmems shall he designed to.weld,the component and cladding loads 1. All vehicles and construction equipment shall access the property along a driveway 1 r 13 j Topplateta'ppWa foil box(3'+0.1281,« 1Yo.c face 1 portions ol6asemenrs That do not BanlaIn habitable with thepermanentmnoslon-resisant attachment hardware agreed upon With the owner. II....VV 3•.•0.'131.1s space or hallways shall have a ceiling height of not less than 6 feet 8 inches(2032 determined In accordance with either Table R3012.1(1)or ASCE 7,. ------- --+-----------------�----------------------. cam). provided and anchors permanently Installed on the building.Anaehrrent in accordance with Table R3012-1.2 Is permitted for ' B-ledemnxran(3'/i•o.1ez1;« Fecera3aneaG,sdpofedjabu buildings with a mean mcfheighto(45 led(13716 mm)or less where the ultimate designWindspeed.V„a.is180mph(290kph) 2• All vehicles and construction equipment will he parked and stored on the parking '^ 12-161 box(3v2-•0.135•y,ar Excepdom At be-.girders•ducts;or o,he,b.".d.n.,Na ceiring hegh,shall be not less than 61.14 Ind.,(1931 cam)from area designated b g qapproachC v�J t4:� mp6la mp,plate apbp (muimun24'lapapece latgN aaN silo «less. g y the owner Of manager. Equipment that must the e 12-1a1 bez(3'•0.1281;a ; The Waited noon. 12-3••a13r1a _ _ °BrO 't) work area will do so along a corridor that creates the least disturbance of the TABLE R3012-12-W)NDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL landscape and with the prior permission of the owner. All reasonable methods W •- Bpnpm p'a[projwsb rimiaht harm idw tail oxmrron(3'r;•0162T _7Sm.tacel PANELS", d will be employed to minimize the impact of construction On the existing trees, 15 f6a box 0135)« R313.12 Habitable attics and basements In extedrig buildings, bbckirg(r'olati-cd„e[Pards) 12'ee,ace '1 j 3. 0131'nalls NG(wchely- of Scope an Ian scope. r wherea habitable ank grhabiable space In abasement rs«sated in an exisOnpbuifding,telling heightshall not be less than6(eet8 '' FASTENE PACT ' ,t t .FABTENERTYP� P«,el Pa_54 4feet pa6lspa 56 i}Biter Da 7 pan56,i( d d d ' 31Gdbox(3'l; 0135•)« Inches(2032ram).BaNrooms,.,letr ..adlaundrymomsshallhawaceifln9helghtofnotlessthan6feet4lnches 1930mm t t .frt face;'-.• :; 3. Fill will be stored On site in the place designated by the owner and, if necessary, UJI 16Bcaom piearolWt.nm JMaG bad idst216dWnmron(3vi=0.182•y« ( ) ;,,,, ,,, Q «bwddne(at cream was pandit i8•ac.facel `- ----• approved by Town Officials. 48 01311a Exceptions: No.Bwootlscewtasad dwrwiN 2k,dr ertibatl thngN 16_ 10 8 N ' 48dlxx(7/j•0.lM.or - ,.Far moms stood ceilings,The required floor areapf the room shall have cedkhg height 0f not than Steer(152a No,+O„aod-meadasaa anrinrwm 2-u pnwadmnm 1s iz a 4. The contractor shall visit the site prior to submitting an estimate for the work � co 3100 boz(3 h'•0.736'p« - cam)and not less than 50 percent of the required firer area shall have a ceiling height atria[less than 6 feet 8 Inches '• _ i - --- - -- - -- --- - - - - ---- - -- - in order to meet with the owner and agree on the number of plantings that i a8d ewmxe,l29j=0.1312« i nazi (2032 cam). 'l4a,M lagsaeWCa9d anGn N24M,ambedneldrnhSb 1B to tB g O��3y'1 al0d box(3••o.1ze7:« -- - - that will be relocated and the methods ct be used. < W O 2 th beams•girders,ducts or other ohswcttons,the ca'hig height shell be not less than 6 feet 4lnches(1930 cam)from n I Top«bcu«nPla-'amshm - as 0vr1d -� - rwanhm y -- aw ,we,grx w „da nevi oa> ;,bens o sts)- It will be the responsibility of the contractor to locate and protect any underground r O the fins:sad riper. I slBd bo.f34�013s-);ar i '� "u8'm eomahel-- 'd:•a .dw.ww.� � - hex ', , utilities, including sprinkler systems, prior to commencing work. i 218dzxwm(3/a 0.182T.pr End nail •debrsu'44 aaDavxq era iuervbad el n elu Mlwte4 leuu FM ScmuwW the aL \V l� SECTIONR325-LIGHT:VENTILATIONANDHEATING '°"" ""°" ""� n6adm1b�"" "°�'°�a"" ` � � J 310tl box(3'•,0.1287;« I 5. It will be the responsibity of the contractor to locate and relocate any and "r Top plalas.laps aloMlea and I.33'=0.131'(ags A 't art..sxllv,� �V,, dn,lm .m usl.a,w visa m" ",vino zn aim. .mauwal r.,px,6 t k train sw, all utilities that are in the construction zone. 1a' 1216ticorm,on(3'ya0.16Y),« 1--0 1t3z5.t.7Hattwlli hL pwA6a �' - _ .. _- _ -_. _ .. 6. The contractor shall lawsec9om e - - -- •- -'- •-•- �' provide protection for any adjacent patios, walkways, decks 3-3'•0.131'15 I A301.2.22 Weights of raaterisle. - -------- ----- - ------ Habitable mom,shall have an aggregate area of glazed openings act less than 8 pamoun ofhe flow area of such=ins.Required and porches during construction. Any damage including staining n 38d box(2Yz•0.113'},« glazed openings shall face directly onto a sweet alley«public way.or a yard or room located on the same lc6 as the balding. Awmga dead loads shall not exceed 15 pounds per square fool(720 Pa)for the.combined roof and ceiling assemblies(on a or scratching will be repaired at the conclusion of the work and the costs of Li�� 24d comnwn(24i=0.131T:« j 19 Ptrazeb eadh sailed pale Fain Gad horizontal projection)or l0 pounds per square foot Pa)for Floor assembles.except as fuller rimlled by Section R301.22 Dead repairs will be the responsibility of the contractor. z-(a.a1317;« 'Excapuoneo loads for walls above tirde shall not exceed:o Interior floors will be protected for the duration of the work b ramboard or 1 2-10d belt(3'O.t28') { - t.Required glazed openings shag be permitted to face into a roofed pomp,deck or podia adjacent to a street alley,public P Y ----- ��---'--'--'-'--- -- ------ -`-"'---'------'--"-'- - I.F un heen pods persquaro(p«(720 Pa a)foreeripr light-lmme wood walls. an equivalent product. Interior furniture will be moved to a sate IOCatIOn within 38tl box(2'l;•0.113');«13*y.. .wog yard or cauR,Where there Nelonger side of the roofed area lS not less than 65 percent Mobntumetl and NB ceiang NOTES zed oammon(2+/i•a131•kor •i height Is not less than 7 fast(2134 cam). 2Founeen pounds per square(oat(670 Pa) exterior light-freme cold-farmed steel Walls. the house and protected from debris and dust. .20 i T+6•shoathing a each boarin9 Face nag 3.Ten pounds _ i i 2-10dboxIT-0,128'):or Z Requited glazed openings shall bepermmedto few into asunroam adjacent toastreet.alley.public my,yard orcam. per squawfool(480Pa)forInteriorgght-famemadwalls. 7• A temporary res(room facility will be placed BtrOf�vofk-•arld• •� &-DESIGN 2 stap1m,1'cwvM 16 ga.,1H4 1,zng 3.Glazed openings t r 4.Five pounds per square foot(24°Pa)for interior lighbframp coldformed sreeivalis. 1+ _--_- -___,-_--- -__ -_._____.__�_„_- p_ gs are no requited wham aniflclal light provided that is capable of producing an average illumination of WIII remain lhfOUghOUI the entire project. The ainienan �E;Of t e`laciliy-' to 5 (/ Ei- 1p 1 3-8dbox(2112 0.113'Y.« I 6footcandles(651.)averdame.of here-.1eheght03°Inches(762min)ab.o.thofloorlevel. S,Eighrypoundspersquarefact(3830Pit)f«emcinhlck(203mm)masonrywalls. will be the responsibility of the contractor. 1I ): fj t�,'1 3>v CRI ERIA l 38d mnnntm(2!i•0.13tk« ! 4.Eave projections shall not be considered as obstructing the clear open space of afraid orcoun. 68ghty{re pounds persquarefoot(a070 Pa) 6+rich-Nick(152 mm)wn«e[e wags. ��I 1:, IiI 310d box(3••0.128x« 7.Ten Pounds per.square fool(480 Pa)for SIP walls. yI f: 6 :•�c ',7',B'ad wrier sheaNin9 to each 3-plus,l'«awn,16 ga..is/i b^_8._. _____ R325.12 Natural ventilation. Exceptions: p.f�F:LU 2+ bean alder Dan 1'•8' Face 1 Habitable rooms shall have an aggregate area operable To the outdoors not less than 4 percent of the floor area of such rooms. 1.Roof and ceiling dead loads not exceeding 25 pounds per squaw foot 1190 Pa)shall be permitted provided that the wail 1 f f ! 441d box(2'li•0.113');w Openings shall be through windows.aWgha•dcore,louvers or other approved openings to the outdoor air.Such openings shall be baring amounts in Section R60210.3 are Increased in accordance with Table R602.10,3(4). DEMOLITION I $ r•� V J-Btl ounman(2'/i•°+31'k« provided with readyaccees or a hall otherwise be readily cannallable by the building ocoupwits. 2Light-frame Wills with w...or masonry veneer shag be permitted In accordance with the.previsions of Sections R7021 SFP 2OLV 31Cd box(3 o12TY,w 1. Refer to demolition notes and drawings for a ditional equirefl7bM5 regardin� I 4 tapl ,1'aow 169 13/a long 'ExcePtions: and R703. __,,,,� - �,�v„- �,,,,�_- i.Natural ventilation shall not be required in habitable rooms other than kitchens where a whdelumom mechanical a Rmplaces and chimneys shall bepermittedin accordance with Chaptal0. selective demolition, temporary partitions and sup rts. 1-Bd box f2'h' 0113'}« ventilation system or a mechanical ventilation system capable of Productng 0.35 air changes per hour In the habitable 2. The contractor is responsible for any damageto any permanent arts, of the opine Is a a and m aamrdanaawlN segtian M1sos. SECTION R319-EMERGENCY ESCAPE AND RESCUE OPENINGS 3-Bd cannon(2h=a131T,« , building and site caused by their operations. SoLrU10id TOWn 22; 4aslbsul,top pbto«9irdr : Teel 310d box(3•=0.128•);« z Natural::°lotion shall not be required In kiroba is where a local exhausts stem is Installed In accordance with Section R3192.1 Minimum tine. y The contractor shall construct and maintain a I safeguards inclu ' ngj�g(; t i 33'•0.131'16 M7505. 3' �� N f l ._._.______. _.___ _.__.-_... .__._._________ ..-_______.. _.-___.__.._ _ ._ Emergemyescapeandrescueopenmgsshallhave.netclawopeningofnotlessthan5.7squarefeet(0.530mz).. bracing shoring, lights• barricades, warning Sig S and uards nee 8' ees 1 8Ebcx(21lz•S113`) a'o.etael 3.Required ver,a7ation openings"Ibe permitted to open Into athermaly twisted dommamor roofed Patch.deck«patio insure [he safety of the public and workers as require y a government Rmioist b«vlJdst«Ixbtld,ga ails f where not less than 40 percent oflhe roofed area pedmmerls open to the outdoor ern Exception: net dear opening for gmdeflrwr emergency escape and rescue openings shall be Ssquarefeet z3• 6dceaVnaht2'/ix0.131T:« agencies and codes having jurisdiction over the project and in accordance with top pleb(mcf appliashar s also) 1 10d bin IT•0,1287;or Soo toe rah d.Required yeal Iowan openings shall be permitted TO,open Into a thermally isolated wnroom provided there Is an alienable R319.2.2 Minimum dimensions. i P p good safety practices. I 3'=0.131'nails area between the adjoining room and the sunroom of not less than one-tenth of the goer area of the interior room and The minimum net claar opening height dimension shall be 241rmhas(610 mm).The minimum net clear opening width dimension 4. The contractor shall remove from the premises and legally dispose of all not less than 20 square feet(1.9 m').The minimum operable area of the w vac¢,to outdoor air shall be based on the shag be 20 inches z-edaa„ (z'/;.o.�31.1;« (5°emm).The ne[clearapening dimensions shall be the msultaf normal apea8onofNeopening. COnS(NCIIOn materials and equipment designated to be demolished or removed. 24 1'•8'.wbgopr«tess b sad,jeer I Face 1 total goer area of the adjoining room and the sunroan. ' j 31Dd boz(3••0.726•);or i R319.23 Maximum height from floor. 2 depas,1•zwwn,16 ga..lsf;lag ! [Nil R325.3 Mechanical ventilation. 5. The contractor shall erect and maintain any protective elements specified by SCALE ----'-------------_ - - --- -- ------- - ------------- - -------- Emergency escape and rescue openings shall have the bottom of the clear opening not greater than 44 Inches(1118 mm)above the }18d box(3'fi•0.135'},« B61d and ace 1 - Buildings and dwel0lg units comptying with Section R4025.1 of the Energy Conservation Conviction Coda of New York Sale shag near. Town Trustees and NY State DEC. AS NOTED 25 r Ysubf bJdoo gimvr 1 2-1m oornnxm(3'/i•0.182T be provided with mechanical vend'ation in accordance with Section M7505,or with other approved means of ventilation. .a __-___._.-_.____-_--_�-..___.___...___-_.-_-.__-__..__-_-_--_- _R319.4 Area walls 316dbox("%•0.13SY.or I 26 YplaMd(plank86eartl-iborBrooQ 216d mrtmon(3,/i=0167) Atea3,6eadng,lacer An emerg¢My escape and-.a Opening where[h.bottom of the dear opening is belowthe adjacent grade shall be provided With an - - TIDERUNNER ENGINEERING k -- -" ---------`-"----'- -"--------"--'-'---- area well in accordance With Sections R319.4.1 through R319.4.4. Geographic and Climate Design Criteria 7 RIDGEWOOD ST. 316d common(3,/i•0.16Y$« ! 27! Band«dmldela 8l a10 box(3'-0.1281;« { R319.4.1 Minimum size. Sublud to Damage From BAYSHORE NY 11706 1 4-Y-0.13Vrlalq« End fall Gmuna Wind selwue wmw lee snand 631-410-6838 horizontal area of the area well shall be not less than 9 squaw feet 0.9 m with a horizontal r g Fms emda Decay De unden I Flood 43'•14 ga said.,ill., I z Qua ( �, projection and width of not less load Maned PH C..Sn Waatxenn 1 mp. iced uman The h 6I beOW Una T Temp. Required Hazard ----------' - - - -- -�'-------- ---- --- ---- ------- - -------------- - lhan361nchea(974rnm).ThesizeoftheareawellMagollawthepmergermyescapeandrescueopenlrgtobefu0yppened. ory DopN JOAN CHAMBERS Exception:The ladder a,steps required by Section R319.4.2 shall be pennined ro encroach not more than 6 inches(152 mm)Into 20 PEP 130 MPH B Mad-ro Shghl b 1183 YES As Noted the required dimensions of the.,as Welt Savant 3fi' Heavy Moderete (631)294-4241 92'-10' 33'-9� 38--41' 13'-44' T-3' iJ (1) WALKPIN CLOSET UTILITIES v E PR 6i.1®EXTRVPEO ODP@ ENTRY �- r )< Xa.o;'' FRANDD�S DETA„c6 D ID : ,DAD SEP,,a. l i i t I I I I I I 1 1 i t I I sea P.D.Ron. I !! I I I I I 1 1 I I ! Vf �E I L n OL it ENTRY O KITCHEN S,DINING RV, BATHRM. pOM N1 1 1 BE9R I II II II II !! II II 11 II II II !I 11 II II EXISTING IVING ROOM9 LE PER,9ra ,T.zo,z II ❑ r I !! I I I I I I II IIP�N II �HALLWAY I I I I I I I !! I I I I I I II !! II o i II II II II 'f it I! II II II ❑ tl !! II II II !! 11 II II II II II 1! II II II it II II z u o u I - i II Br.za R-ING ' aAIN NIR1NasTwDsPr.,a.9aNUuAD I 1 1 I I I I I! I I I I I I W w II 11 'I uJ III w 1 III I! I! II II II II II 'I II ' ` y 11 11 !! II II II II !! II II V LL _ II II I' II !I II I II II DDP®EN+RY I I I I I I o 1 1 I I I I sT�lr�c R4�M I I I I 11 " !I II fi II II II II II II SCREENED PORCH 1 !! I !! I I 1 It 11 II !! I !! II II II II II II W II II II II I ENTRY I I I I I I I I I I I I !I I I Q Z 1 kxIsr.k�a +s-IDc ERp.bNc Q zo'-3 I All I I I I 1 1 1 1 !I � 1 I BRICK aTDDP 51'82 U PRE EXISTING FIRST FLOOR PLAN 1/4" = V—o" 8.1.26 w - z 3 '^ 33'-9 38'-44' �-13'-44' T-3' '_1Df• 11�I. 7 2 O x�+�a -------- EX,ar.EXTBR,DR wALLa-ND O O = ^w ASAI„Tl ut B�°;,o PER,N A °w ed ri:. L L N WALKBINTCLOSET UTILITIES O ! m 1 I t —6'-111' 12'-8' 12._6. ._,.1. 2_23- 1 NEW COVERED_+ 2 E�TE EXIST, "2 L M O ] esr.EziERsro—R wAu DN 1 III—ETcRY oRc:H—oar KJ 1s-T2 12I 11 I6 ac — O O — O O Ec �_ O D Q J N o Oanal.-.n-Txa•,W—ER TYP. NEw+z1,va.,,Tia 6 RENDSR'P. �ti-a A � II " sr'ncT'i u o RW.RM E.,sr.zXa®+a a PRN.,nc NDT I I 1 I! ! !! Cl 9317 WE sE .19.,999 RB ANs D O I I I I 1 1 I g D� 3 ._s. s•_112• `.° 7'-11' 16-1U if 1 tE ® m I o P D BnTHRM.s 1 O I BEgRDE",sT.oM wh 1 1 A 1 I°"EXII E 111p I I E T $ E ST. o O 1 I 1 1 1 2a PRIOR & iREPUE ' EXISTING I�NING ROOMT ii © ENTRY ®® KITCHEN P.OWING RM. o O'� I I I I I I I I I I 1 5 AS BUILT y eziaT, P ND wnu LAUNDRY 11 AS I I I I I I !I I I ! 1ST FLOOR BR sza COIIERNR I Hw Lwnv I m I I I NTHIS 6 w6 B" `a DRDD..a wro DNE a W O —T P II z 2Xa 0 16- z T II 'I II - I !! I I I I I I I I I I I I !! PLANS aoN� o u o O II IV I 1 I I I I I sT zXa®0 9«Pro a Nc I I I I ! 8.1.2 6 cozm DATA SEPT.IS.1. s 1! I I I EVA,NS DwuTERs. zX.®I6•Dc RNN�ND — I IQ I I I I LL I I I I 'G I I BX,6r. t3 siNX I �sINR�j ---I 1 I I - = I I I Aslb'd',I T P�`G`'d� = I fl O cauNmP 4 c es. PREE. Dw !II q p O — E. an v.-an r.e-WE R a+a i'1 CER Tw, c Nex nn v.-,++- vu w.mER TYP. —,I .h.L I I I I I I I R �a r E EE.7 '✓ c,D6ET zo 21 zz msD ro wuYs�E— �, I ' I m I IIw NEw DECK c,was a°i o'~sr`ERREo SEP 1 2026„ I II II II II II it 5 11 - RESTORED � ISTDRc 7�t NM NED DOOR a P SCREENED PORCH S N I ��5 II II II II II it m I ENTgv _ I I I I I I I I I I I I I I I SCALE ,a ,RDE—Rs'wc DRED rD EE �T.Ix.®,b-I DD R I,Nc Southold To'..n AS NOTED w " l „FADER I N 1 Beard e�T!TJstees __- 23 24 TIDERUNNER ENGINEERING BRic�X'ETC- 7 RIDGEWOOD ST. BAYSHORE.NY 11706 33'-sl- ------------- 631-410-6838 AS BUILT (EXISTING) FIRST FLOOR PLAN 1/4" = 1+-0" 8.1.26 JOAN CHAMBERS (631)294-4241 c v e_ x cU O i� E 1 Z h � O I 6 a �] w W PORCH TO 3•BELOW FIN.FLOOR /� _ i 8 ADD NEW RAILINGS AND STAIRS TO GRADE \`J ' WALK IN CLOSET NEW PLATFORM 13i 3' I I UTIf\RIES 1 COVERED 1 AI 1 ENTRY PoRCH I ro �\/ L(� m n w tint sn,n craw�mww r"A"'f�"9 i ' u 1 I ,G Bp 7 I/ \I O �1 A 1e I p � � RM n� w W Fgow° e^ t �C u I l I I 1 1 I Q O I_ '/'f~ CHU' -�°YeR1CK t3- `�a':f�'��.."1u11IIni111II't otI1I1pt1n11 1I aII1IIInI1I II I �I//-\\-)II. II rO-tt•-;1--II-/"�\�r\-rolI—Tr-..3-a'_Bw�M-s4I1,. R6aF: -.., '+'-ttj• 1m II' rII-II,rpQ°_i a IIII I I IIII I I III 1{1I II I l 1III •Jl�II fI iIIi II lII II1I 1I1 II I1II I I1 6,.III II I IIII II` III1 d1 I IIII 1 I III1 I1 I IIIII 1I I IIII1 II1 II I1II II1 iI 1��J�AIOD NEW 9TGS&I RAILNGB TO CODE BATHRM.<1 11 If 11 11 71 1 1 BEDROOM ob 11 11 cn II 0 L)n ROOM ENTRY o1I IS) LAUNORY AO KITCHEN&DINING RIM. 2 I HALLWAY wWWZ TI r A f l SITT II cmAnEat�a mw� svK �.. 1 p - I©1I I I I I I ING R I" i t f 11 II I I II ^^stEP LU vN s•FRow 20 croy/wms��_ FIN.FLOOR PORCH FL FIN.FLOOR LEVEL W/ co22 h 1 1 1 1 I I l l I I I I I O it all II II II it 11 1 I II I II III II II II II Il � � NEW DICK tax tawsccxos msuro s�re Rw we ON 3`FROM A I I L ° STEP PORGH FLOOR RESTORED a I I I II I I I I 1 1 n rcp O T 4 vra uu�urwyrur+rA9 msax,m,5 SCREENED PORCH j•_,•1• c- vn,e oEmutia - 1 V2 RAISE PORCH TO LEVEL W/FIN.FLOOR � I E�I Y 1 1 1 1 I I 1 1 I I l 1 f l I I I �s. I I E 11 I I I I I I - RAISE DECK TO 3•BELOW FIN.FLOOfl 23 - A-3. 1 8 ADD NEW RAILINGS AND STAIRS TO GRADE 24 REPLACE EXIST.BRICK STOOP 8 STAIRS iO W/NEW WOOD FRAME STOOP PROPOSE ADD RAILS TO CODE I -�` 1 ST FLOOR i PLAN 8.1.2 6 I-3Z• �1 :{ate 1} E EG4 r ` S E P 1 2026 SCALE PROPOSED FIRST FLOOR PLAN SouttiofdTot AS NOTED 1/4" = 1'-0" 8.1.26 Board of TIDERUNNER ENGINEERING 7 RIDGEWOOD ST. SAYSHORE NY 11706 631-410-6838 JOAN CHAMBERS (631)294-4241 i - • UYFP StOpa [•'i' V) WIs3,, BEORC NO• E19iM1pa T RCOM x2 GN BEOICOM#3 EHRM. EASiW^ m 1•n _-- -- _ BATRIA,x3 BEDROOM a5 —�_ EXSTING ROOF OLLOW —___ -- __ hvPYE44LA3T +kA LtypY I RIDGE— —_. _--------------- -- z W W BE GROOM iE #a +, Lij I Z ---------------------- PRE EXISTING SECOND FLOOR PLAN 1/4" = V-0" 8.1.26 — — — — -- U) Y - W � T 3 ry W Z U)1 -----=e%:ST.Apo, lt�5j 9 — 1 I l I ENrq, aE_Gw I h I Id '°III' W EL N W pEq I fl i".-.s-„:�LN DEF w t GP W C'M w -- WALK IN CLOSET I O •®,e ,%c O genGE'r� ,-L.•n-i/x•LVL grsmt m. < _ W]Wp'] _ �"••-.—•< _ EW 1%i�GVEB'GC mNiluG T— O_ I N _ _— 7-5'--pf�— 1._11}. •_2J.-- _ 1,72 g -S" a �y NC I@ C p� �Q �I G%IONE RISiINpT 3 /� w -ST. -'."°—�' I $ �_ �� BEDROOM A3 P "_� ,A` E%ISTING RODE BELOW— a 11 NEW BEDROOM.x2 PRIOR — Ew O t Iw;P� �I t5 R9• BATHRM.#2 - �� .�,.� Q I I & " OI1ZLWAY AS BUILT T NEw %.®tE• � ao P�q --------- __ -,],. „-EA;G-- - ------ - ND FLOG — E�tEss a Ew�G PLANS - - - NEw %,P E• FR�N;%� � � _ _--____�. 8.1.26 _— laLi cm BEDROOM qa �' w 1 T. NEW GECa GELp1Y ; —NEW DECK OVER SCREENED P RCH— ? 25 S E P 1 2026 zs•-z• d 1 Gp` Southold Town vEW qN NG N COGE W za£12 EmENUEp]6•W/--� .•.9 / LK EMFI]TY ft I OC FIVN.IW N] " '„'`"�"°q Board of Trustees • 7 e 9 SCALE AS NOTED '-5•— t2•_111• ] TIDERUNNFR FNGIN'eERINO 2 B-t°• 1'-7A• 3-9�• tt•-tD• 7 RIDGEWOON ST, 7 5 BAYSHORE NY 11706 AS BUILT (EXISTING) 2ND FL. PLAN 1/4" 0-8836 JOAN CHAMBERS = V-0" 8.1.26 631-41 (631)2944241 c a T 2 B AL . vI4 � it i ill ERE i'PGRDH B�DW i �� O O EGa SG 0 WALK IN CLOSET V! AA 17'-6 RIIIII!IiI! f.dM-RIWI 2 TOM-E ik' 0 U _~y7 3 EXST. z. Lu EXISTING ROOF BELOW W BATHRM.#2 Y#3 BEDRO u /Z O c w z __---__.--------------- EGRESS ~ BEDROOM 44 UY SZ 2ND FL.DECK OVER SCREENED PORCHiw LLI 2E W DECK BELOW $ o r u_ iu �/) �i p ` L 17 18 19 a Lu 111 SEP 1 2026 �' CV cM PROPOSED SECOND FLOOR PLAN 1/4" _ V—o" 8.1.26 SouM0'ld7ov., Q 0 Beard ofTru�un � WINDOW SCHEDULE DOOR SCHEDULE TYPE PE NOTES TYPEN NOTES NEW 1 i:i r-)D-1/e°-.s'-:Tie Ro ewFss xo�mr�A ei N O 3 OEaY a ram ' mart TM h� A 4. 1 NEW xO i�osi]eis'-.si/Ne sRD zes x�NTMRFLRR Hoarn O a.6 ePrTi DDDa sN. rR EXIST NEW O ) -ON Tie.sEaEE)ie'RO...2"Fas n iDRTH Oc 3o•.b'-e• Rv sDCrn NEW NEW DEnsDN.D0 sERiEs Tw zasz SEDRFLDDR NDRrH wic—RiDR ENmr DOGR NTaiFw ENrRr EXIST Y-tO-t/9'.5' 'RD OD 3.50.6'-B'W/UTES 6 RtW N CA." M5r?0iC ENTRY NEW O5 M1D Y d00�ERrEs arn�tesx NDe iN O �F%e EN,Rr DDDR NEW NEW o G�.DDS�E5rnxa5x GE-11 H o aAORP?riDODOR °TM PROPOSED 5-10-t/B15' •RD EGNESG BSDRWM. -'.6'-B' fiFDRO0N1 a2 NEW NEW O r? SON.00 EENE6)w 2953 T FLOOR NORTH t qR ,ST FLOOR r-to-t,a'.5'-.-]/B'ROMRWM.1 i'-6'.0'-B'L M ENTRY NLLL EXIST Arv0 . S Ri Si FLDOR NORTH G TFAIOR POwOFR ROOM DOOR OR OOR NEW OB <3) % 5'-<-)/9 R05 WTCHEN OH Z'-0'.6'-F' N(MiM ENTRr HALL EXIST N D FLOG NEW B A13)3' O�t/Bi5'p->,6'R057 KST OOR NORTN �I21 3'ONO'rC r p00RS —I—ET NEW iSTi-' FLOOR NORTH iNZEROR;ARSRGE OOORS GI— PLAN EXISTtC 2'-.•..•-.''UNiiE NUNG WN eOv.OER w ROOM EXIST EXIST ..STONT HUN Wu ISTLOO FR NORTH iERgR P0.5a.GE DOOR JVwG RDOM TO FAST HNLWaY EXIST . EXIS O ,� O-TE Hume wI.— O 7 0- -1Ltu�NLLw'AY CLOaET 8.1.2 6 3=�015'-0'IMIT LMNG ROOM •-,•.e- EXIST EXISTtO5 Ti.YO DO{IBIE HLwO WIrvODw w r PpSSpGF o00. sr FLOOR a EN UNrt R Nc aaO,u 1�-8'R.ps'-a' s T Sur=%AY EXIST JNEW t 3-3 1/a•.0-a_7ia'TEMPERED BATHROOM.2 P iN19 9'RB'w IiORFM�EnST HALLWnr EXIST NEW G j_2—i%8.fi00]SERIES TN SD67 7N0 FLOOR SDUTH EXIST rewOR B0.l—DOOR dd>,O T NORFLCOR SIXm1 O r SO N- BE NEW t 3'-z-,/e-.e'-.-7-T EMPEREDEM EREO �EprmM>i rH Q x'�e-.6'-e' 94n11m> EXIST NEW AN 1"SONs•�D,ERes rn z.sz 6raRSFLOOP sou 0 w RwR BET Doc« s T/a' 2'_fi'. ' aELwWM.,1 EXIST 1 I D SO .00 SEREa W ZBSi D ROOR SOUTH RI.ELDSE DOOR 5T OOR I I NEW O ,0-- 15'-.-7,e- wuLwnv OT i'-0%8'-e- eEDRmu e,waL.w GLDSEr EXIST NEW O !]) �.s=sl�)..TRa EGRESS GEOROOM>4 O �--W-oP0.5 E�R PEA�L0�iAR>i NEW NEW 0 ERSON 400 SENES rn 24310 ,ST FLOOR SWIH NT O IS,2' -RO ENTRY NnLLMUNORY O Ilil a80.5ET DOORS BE�ROO�IAa>7 CLOSET NEW DEfsfw.00 SENES TV .... NTE DR tFcs,RN I tFvsr)� I\\ viaTl �ra;y�j NEW O f])2' '..'-0-)/a'RO. XRfJtEN O �Z.w69r�R Ot2W.dR7 IN CLOSET NEW NEW W rw ie6i ST FLOOR SOUTH LNTERIOR POOtET OOIXi i AIJI 2'- Ii/9-RJ gTCEPATaWM>ZwW NEW / .00 SERS,W 7.5x 'ST FLOOR SWTn wTERIOR PASS+ ODOR NEW 75 %B'6'-.-7,8'TEMPERED TTiRWAY O -6'.fi'-e' BNNztOpM 13 NEW 400• v �r / I NEW O52 lEI Z'- a'a5SERIES R 1/9 R0 EGRESS SITTING RM. T 2-G I'-P/�55/.GE pOOR xN 6R•16'-B' 9EOROOZA>] NEW ! NEW Z IilEt -I/B'.5 aEi/B ROEGRE59 9ECRO611 a I(1j r-O'Ss�6 T S SEOM.d —ET NEW SCALE NEW 76 li)iR0-1/B�,SEe� RDBEGRE55 9 ' O i-6Ni60'-Re?f55PGE OWR eErnOnA oa NEW AS NOTED >] NEW xT aN0Ea50N 100 SERi3 iW iasx ,C�F�OOR E—ROSET DOORS xl I'-tD-I/e-.S'-.-7/e'RO EGRESS SrtTiNC R0p'd �fiz r ZINEDOI JO�A>.tt T NEW NEW Ou,OFR50N.tq sEN 95i t5r ROOH E4Ri O NIEPIpi CLOSET OOOH Sr BOOR 17)2--,0-t/B'a5'-aF%ernRO EGRESS BEC{gO4 at i-616'-e' E EMRY WLLtWaY CL0.5Er EXIST m•d• O w EwOq PassncE ODOR ,Sr aAOR TIDERUNNER ENGINEERING .6-8- EXIST 7 RIDGEWOOD ST. BAYSHORE NY 11706 PLUMBING RISER DIAGRAM 631-410-6838 JOAN CHAMBERS (631)294-4241 z'-10 ALa 1~ c6 - a 6� �4T i�- __ , EXISTING EXISTING )� CRAWLSPACE CRAWLSPACE 00.00 LJ7 ---_-_-� I PaE Q5 ♦✓ ,� 1 P�S'r00v 0 E �� -1-- I •J 1 , vI if 1 EXISTING EXISTING EXISTING CRAWLSPACE CRAWLSPACE CRAWLSPACE � Z Z. W � ••EXISTING COVERED WOOD FRAMED SCREENED PORCH U O Exwnnc mvu,Eo,woo sraoP o ExrRr � z W LU 0 32 VJ Y Deep I W 11VI PRE EXISTING FOUNDATION PLAN 1/4" = V-0" 8.1.26 I..L Z J 1 2 3 i- 2'-10' '-7}• 33--Si 38'-44• t3'-4q' 7'-3• w FENCE ADDED FOR 20'-6• 1'-S' S'-6' 1'-S'-j GAS TANK STORAGE ui NEW ENTRY PORCH E ow AM%� T,�TEx� .x —E E0x NExs I a,:x, wRN orEE�w 1EGIxoExs — ----------- C)( M r0 :x,:�IAOExs® 00��ro— r i ias �aosTrossTiJx:xoREnrvtxOaEu I I I �._--- , EXISTING EXISTING CRAMASPACE CRAWISPACE 4 CO Ensrwo sr I NO CHANGES NO CHANGES 3 �� p ~ / NEW OUT.SHOWER ;Ye om oEcx� -i sus E \ I I r f. III— 'll- TI.AcOuE EaPFwu[H��©,E.� A-5 III ` 1 3 PRIOR & 3Qq ; AS BUILT EXISTING EXISTING EXISTING ;E-, I CRAWLSPACE CRAWLSPACE CitAWLSPACE ppq FOUNDATION NO CHANGES NO CHANGES NO CHANGES PLANS �m ,r. " - ,1n I 8.1.26 � � IIa 1 26 8 ExEm,q w00o SropP xEaOVEo j 1 I%IST SCREENED PORCH-gE9UlII'T Hill, 91 SEF I LO,x ac0lcmvNEW DECKracc xEws wi wlC,was-1 AM oEcx.ro:S-O,e-a 1 �,,,sxaxocinvExs F�E 1 SouihG TOEViI o xa a� ----- T�ex�anoErorox„Xx-s0us o�,E��AID ----------� I1 =nI1 iT�o,se•EEi:�iF"wwuoEm c�cs I1 I1 ; Board D`Trusters SCALE e ®6-EE F Erow. ij 1.AM0E. j xxAW0— STs.,sM I 0-016 1 �AS NOTED I:,1x,oR 71DERUNNER ENGINEERING -_-----__ _- - LJ - -_---- - -------- ------ ._..._ - - 7 RIDGEWOOD ST. - ------ - - ------- - - -------- 13AYSHORE NY 11706 V_0• ED. ED. EQ. EO. EG. EO. L- EG, -1 1 OE.r�x�E 1 631-410-6838 1 1 I f --1-1 JOAN CHAMBERS 33'-91 -�1-82' (631)294-4241 '-4• AS—BUILT FOUNDATION PLAN 1/4" = 1'-0'• 8.1.26 1 2 3 2'-10' 33'-9�' 38'-4�• 13'-4'�- 7'-3' S'-8' '� Q i- 14"�• 7 �„� � POURED CONC.SLAB TO SUPPORT STAIR STRINGERS .o NOTE: r-------- --------7 VERIFY ALL DIMENSIONS ON SITE r —'l NEW PLATFORM FOR CAS TANKS I _ _ ___I ..y - izs slro Fp ro M EEDOEA car EPO nsrLITS 1 ,w RAISE 6 RE-USE ENTRY PORCH FRAMING ------__ _ _-__ - I r- - -- 1 ' -_f \ TacczER=[D EPOm cwi[o eons 0 n-oc L__ , 12%8 @ 6'CC re a�inn,u as Hri.: w".Ea°+ro cleDEa w/ /� 'N r---- 8 I Ii.- W a=mzxl.�' rD F,wrEn TO N�,•„x,PomD _ -- mvsceo[Tsa,io car x,.�z-..•E I-_-- --_______� I i I I zxiz svrPxi"cccmcs Dv'.a"on°ea`wurv. •�a xasnrzs rrsrNm To aapEtu car r l _` -°----- 1 .0 avcwRs 11 �7-a)zzt:c�DFn Tin -! I ---r-4 s a°R'Eovrv"niENr°P L � J I REM v°WT,TOs OE H ceXO"sa EaTOsrE'r°all a EC°w. Q v (y1Lv ' al zxlo An owEas nNCInREDro rz):xtz peDEa --��--------�--- wrPsoN ccoas coE.urs oR aopv. I I „I ;I I rMTENEO ro Paws RAISE&RE-USE - i rTc R II I PORCH FRAMING I I o eE ucn ,r EexRa]. ac II�D I ° 1 - j_ _ _ _ -- -- ( 1(a)212AD u i_ C ------- - po -- - I II II -- vEN n a eoe era o�mweti r rn' a coca ac�- - - --- - -------- J L_J --J —i%a'T.tg"o T.gcripr�p— E txhrC G ———— '__—__ w F Dos a R CDN r CEP m q Ra °N se,0 3.era ru°aRME i ® aw N I r r- NEW 2X12 ACO DGER BOLTED TO HOUSE FRAMING exit ate aE'rEa rR>�. 3n Ass FT m ®5; y�,e-°e m. I I I F'm O' 13 EPDXY GATED SCREWS W/ANCHORS xxO,e- ! I _ I _i @ 12.OC STAGG RED. o"WXIT DN ! I Av o G I xw cow tea: - Av o r*a 5 8•.ti•-,-sXxPEo,vna ow°NaC's°nTOaaEn uu®°;e`•a`E`aw v°aw+D. I I 7 I I III Mo I soft r L ux rRnuwa INsrnLL s/e.+r-r slEo snceDas oars o o r ONrveas. ay a-vs R .w P o. I L� _U II (�jII:') i NOPcp° *ors To x aux.or a u Cone... I i S TO es i�u Nsee'9'01 or EsS STEEL I - L B_wsrt o T ra=aF EPCX PwrE¢e CRAWLSPACE I I w BE rnVAE moo°vmH'i-n•w:sXr°xs n a/°ie�eoers. CRAWLSPACE I o]S;ii:°�i°z-'IiEw:nv orr*e. CRAWLSPACE 1 'q•w'zweas s Lts•60.ta. I POURED CONIC.SLAB TO SUPPORT EMEND BRICK :•:'s: = r 11E 2x.MD¢eE I.NsrAuep Asse`��sT i�FO^'i GnsrzeT a TF��i�aEOswEZD I"- OC¢a cox c>-,z'Faw nLL w+KnS. I w I ! y I i STAIR STRINGS CHIMNEY ! OVEUx Ea,E rx:eau.ex T n rEnwRE 5nIE1D I w I U sxel I m e o�p re sue a -, C eE FMTENED wnX a a"rewa�Rs-I.- "-a' eErn a w 4•PavaD CO-ETE sue IN'sr'utEo°vinE""�° I TOP oP sue eE_ Dova m r-n°E�°-"Vf`rirc R EABar°cPMe.r -ry 1.•:•_:....:::::. TnE lawEai ENt�.DAME. r- L_` 9E ------ -----+--I---------I-a-+-------- �I W I r:.; __: --� ---+ -------�g—�---- ---I +-- I I Ie� E¢�,I EEC m I _ I y L_J z vEros(�,a': E v L_J I N L-J z rEXzs PEa L-Y I °p'XE° I I �/ I i n ,°`io T>uaE a I o eoTTcxl oP avEsrTN°D.ea w uoaE ION °E iawEST v1Ooucevr Exr.oRME. I i I'=..'<rEruoa`rrMe.. z°a°STziw i°Ecwa1M.rOroAssT--1 an enTEmDR pi.oP. °E"T zit=zit:12'RPO°a.OONc nCs es I I I ;..,. I REauREn rtoop veers � � I I F REauREo coop vEma i m I ;x !L_-lI .• J - e.nts3 s.pp rT.nP VEYI. S' vir Z O r r 6n 56 o.CrtES In ! -xu In I I I ape.w cans sEnxw I o L_J L_ i j vErir�s t s.e.zs Ro exx vEm w,..zs s Ro :t W o"PRowces Tao sa.Pr. ,wD PRaaDEs zoo s`°oir. I _ ze.z i " PPaE PEP E I 7;'iz•PwR." jL - - ------------� L-- --, ---- ---------------- - wEsrM CENONORE I p ER<cE PER vEm. NENr ENxW L v Dave 0� awt0 corm- _ DEVIcE vP- ----oF�ce ram. ---------oe.�cE nP. --------oEvrc;E-r.PN. oEhce r.-P. --- DE•.,cE-r.P- o�+cE icon oezce,.P. " I r^ • w T I e i°s'o oxQ°rEss vs RAISE EXIST.DECK-REUSE FRAMING NOTE. p I I I I o e w vENr 11141- a ® asrs ro F sTErv�FDG ni si hmv sEO TOP OF DECKING vcn is,a.as a zsao I I %.zip m0> COaTEo e0Ei5 0 DpCa car SCR.PORCH TO ALIGN W/ I Wwa�sSti.F+. ! r , rnsran.TD FIN.OFFL.@KITCHEN. v O x, 0 Is TOP OF DECKING @DECK w EaurvniEM°R nz.sa avaDRs TO BE 3-BELOW DECKING w —a—avp 1 10 axs Mo @ SCR.PORCH �I o r-r.50 erne.Co[.Us as r----- Go ---- To o E carp r N. III x cooss o :xe oSws o,a-x� I zx -;saro s-a --- - - - -- ————— vco Dsa:asrs o le•« I I I1 I Z -- --nr----------r---------- --------- l H ---- ---�--Q------ -_--- ------ III I alzx,pcaDER I - -- - ---- --- — — ---- — — -- W --I L J - ---------- -------------------- - ��wvarrwwEssrio11 I �_ I I e Twri +To Exsromt o°°a EO. EO. EQ. EO. EO. ® �' \\' a'eOF F F a`TSTA @ E� �> r a @ 1 RAISE EXIST.SCR.PORCH-REUSE FRAMING -- -- _ ziI2 " I r misrs TO L OGE ro LEa coy 0 TO r+.+ 1 T.(3=zxa0 aRDER.Ta rrSrEN ro NEW,EDGER Wr 1Ec05 To _ /aE0.EPp%v°GCOF1m e0.?s®,r ac X0U5E O tixt Ace LEOOER TD W rASTENED TO I_— r-Eaoxv a>aEn aoEn 0,z-co /`s1 a 1 POURED CONIC.SLAB TO SUPPORT Oct.-, maXR ate GROERs wi ~ —_——— �M0 16,YE T s�z s °To omeen w/ I.� �[� q STAIR STRINGERS —-- 121 a-]xM cwoER arwoaso To sx6 Ma I L C Ej� G P i i N I------� w,SiNP.1RDE.O..Cp.e.PSOa.Wrv. {� `=� (;�. Q C7 _aoocarcwDERs uuwaaso TD a CWV. '----- J °WNCroF ce awrv/woArys a°Eau i ist-ze ic°Yvi' fl S. - —.,. CC� N1 O mw..x.�rosFacTo a=_OwvewREo ro New n",conic. 9 00 C) w t]) REeu,o ss-eEEow �'-D•—� v O >- 13 0• rut cRnoE. 25•_<• '(11 /�� 9w \N r 33'-9}• 1'-8�' S EP 1 2026 i i PROPOSED FOUNDATION PLAN Zia" = 1'-0" 8.1.26 So�nar�oW�--- �A-5. 1 B11 r1 Of TruSfuaS NOTE: SUFFOLK COUNTY IS DESIGNATED WITH SEVERE WEATHERING POTENTIAL. PROPOSED R403.1.6 Foundation anchorage. FOUNDATION 'Wood sill plates and wood walls supported directly on continuous foundations shall be anchored to the foundation in PLAN accordance with this section. Cold-formed steel framing shall be anchored directly to the foundation or fastened to wood sill plates In accordance 8•1.2 6 with Section R505.3.1 or R603.3.1,as applicable.Wood sill plates supporting cold-formed steel framing shall be anchored' .to the foundation In accordance with this section. Wood sole plates at all exterior walls on monolithic slabs,wood sole plates of braced wallpanels at building interiors on monolithic slabs and all wood sill plates shall be anchored to the foundation With minimum 1/2-blchdlameter(12.7 ram) anchor baits spaced not greater than 6 feet(1829 rare)on center or approved anchors or anchor straps spaced as required 1D provide equivalent anchorage to 1/24nchdiameter(12.7 mm)anchor bolts.Botts shall extend not less than 7 inches (178 mm)Into concrete or grouted cells of concrete masonry units.The bolts shall be located in the middle third of the width of the plate.A nu[and washer shall be tightened on each anchor bolt There shall be not fewer than two bolts per plate section with one bait located not more than 12 inches(305 ram)or less than seven bolt diameters(rain each end of the plate section.interior bearing wall sole plates on monolithic slab foundation that are not part of a braced wall panel shall be positively anchored with approved fasteners.Sill plates and sole plates shall be protected against dewy and R322.22 Enclosed area below design flood elevation. TABLE R402.2-MINIMU61SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE A c-3 termites where required by Sections R3D4 and R305.Anchor bolts shall be permitted to be located while concrete is still. Enclosed areas,Including crawls aces,that are below the design Rood elevation shall: - - -' - -' p •"' NIN3tUM a�ECLtRBo COMPREaBIYE STRENGTH(f j I plastic and before it has set Where anchor bolts resist placement or the consolidation of concrete around anchor bolts Is L ee used solely for parking of vehicles,building access or storage. T7E ORLOCA710N OFCONCRETECOaa11eUCTION ; W ih ring Pots eali, Impeded,the concrete shall be vibrated to ensure full contact between the anchor bolts and concrete. 2.Be provided with good openings that meet the following criteria: '_• NegBglbMr;6lodente save ��"( R406.1 Concrete rind masonryfoundationdampproofilig. SCALE 2.1.There shall be a minimum of two openings on different sides of each enclosed area if a building has more than one I Baswntvltwdn lal,pappnnam Wlerwnaea mlwgcaW mine vwamm ,V Z500 2,5tp 2500° Except where required by section R406.2 robe watelprooted.foundation walls that retain eaM and enckse lntenor spares and Roars enclosed area below the design flood elevation,each area shall have openings on exterior walls. �Bas.arlDnt piths rq bCDllior slabs on pruEp.auept garago apw slags 2500 y 2.500 T 2.50g' 'be taw grade shall be dampproofed from the finished grade to the higher of the top of the feeling or 6 inches(152 mm)below the top AS NOTED ...._-_I. -- - -- emml floor.Masonry walls shall have not less than 31wInch(9.5 mm)Portland cement parging applied to the emeriorof the 21 The total net area of all openinge,shall be at least 1 square Inch(645 mm�for,each square Idat(0.093 m�of enclosed Basementx-sin,wundauon wau;,exuerior walls a�mne ,tl®I mrrcret. i .w the bits area,or the openings shall be designed and the constriction do earrings shall include a statement by a registered design I -ark--.d to line waalHr I 2500 3000s 3gOM wall.The paming shall be dampproofed In accordance with one of the following: professional that the Oaslpn of the openings call provide for equalization of hydrosutic flood forces on exlefror walls by I Pgdle.,o,pDn paps M paps auvDaedmlheweauav and�Taea eppr J t.eiwmbmus coadrg. TIDE RID E ENGINEERING allowingforthe automaticentry and exit of floodwaters as specified in Section 2.6.2.2of ASCE 24. °laps _ _ _raw _3� 3 _Sow 2Three pounds per sgwm yard(1.63 kg/m)ofacrylic modified cement. 7 RIDGEWOOD ST. 2.3.The bottom of each opening shall be l foot(305 min)or less above the adjacent ground level. - 3.One-eighttrinch(3.2 rare)coat of surface-bonding cement complying with ASTM C887. BAYSHORE NY 11706 u ve•'aw IRaI evssa 4 Any material permitted for waterproofing in Section R4062. 631-410-6838 24.Dpeninps eha0 be not less than 3lnches(76 ram)in any direction In the plane of the wall. mmvw. gay 2.i Any louvers,screens or other opening covers shall allow the automatic now of floodwaters Into and out of the enclosed n Sit>TaNe 5.Other approvedmedmds°rmaterials. .cob.:. alwnl aeaa wok. I .ddvN e:Rroavm,mev wrw .vv.m.d a¢aaa.o zwha JOAN CHAMBERS area ac n,ew ee,..+vmaaTa.m�nm(oarz..mawo,,,:awves)woe.nm kssm.Rsse+pvo wwxtiw�zreaen. - ExCaptton:Parging of unhmosonry walls is not requiredwhere°moterial is approved for direct application to the masonry. s "° " (631)294 4241 2.1 Openings Installed in doors and windows,that meet requirements 2.1 through 2.5,are acceptable;however•doors and r,wv.,,yenb.con.anw�.mar rt•aa,'�;vetu�w to Icaro antPe' q.0 ..t ) um..PAr e.. �^�le walls shall he dampproofed py eppMng arty one o/the listed dampploo6ap materials°r any one al th°watelproofrq windows without installed openings do not meet the requirements of this section aP�P.;tNv vu.wtnol v..Ewmn u - u,.nampvp. -- materials listed In Section R406.2 to the evanor of the wall. c a� o. F x N Fm v' ` N ❑ ten ,rtE Sw+G rTOP OF EXIST.FLOOR @ ELEV 7.55' —_J—_—_—_—_— ,TOP OF EXIST.GRADE @ ELEV 5.75' LU L—————————1_________________L_——_——__———___ Z __—_—___ rEIEV CID, W PRE EXISTING NORTH ELEVATION (FRONT) 1/4" = V-0" 8.1.26 Q Z Q U Y W 0 ry z Qw � = w � a- � CV -- — C:) C7 — s_m v co J N o O ❑ O O ❑ O — -- L� i!7 !S BUR & �❑; `";NORTH ILT S E P 1 2026 ELEVATIONS 8.1.2 6 - — Souiluld Tarr —_� ❑ 0 ❑ ❑ O ❑ ❑ I �Scl ard nfT 0 wi000a s a rTOP OF EXIST.FLOOR @ ELEV 7.55' rxmr cono� F-TOP OF EXIST.GRADE @ ELEV 5.]5' • I i SCALE AS NOTED L-----___-1_________________L____ —_1_ rELEV O.d TIDE RUNNER ENGINEERING 1__—_—_—__ 7 RIDGEWOOD ST. BAYSHORE NY 11706 AS BUILT NORTH ELEVATION (FRONT) 1/4" = V-0" 8.1.26 631-410-6838 JOAN CHAMBERS (631)294-4241 - c Ax o. F r N< a � ® E Q Z B \ 11 / \ ❑ \ ❑ ❑ ❑ untitt RttM� ❑ Ww z o PRE EXISTING SOUTH ELEVATION (REAR) 1/4" = V-0" 8.1.26 w WQ z ♦♦_ Q VJ Y W z � ry Q = W o NEW ROOF RAISED OVER EXIST.2ND FL. M - ROOF RAISED -___ ___ _ _ _ _ Q `-I! —OVER 2ND FL— c/�o/�W co:) �K JN - - -- t4 t6 i6 7] 18 ❑ 19 — - - ❑ e ei D EXISTING LIVING ROOM ❑ CwrmEr 7 _ A — A,a„ro—IT11 sow PRIOR& - - _ AS-BUILT ------ — ---- — ------ 23 SOUTH 24 OEM ELEVATION I I \ Ae -- _— I Ir -- �I I -- _— —i ❑f�/ i s oa6° case eo roacH I I I I III LJ Ce 8.1.2 6 asw c�a sw"cis smwc '4 a o EE t. �i AS BUILT SOUTH ELEVATION (REAR) 1/4" = r-o" 8.1.26 EP 1 2026 S I SCALE SotltheidTo:vn AS NOTED Board of TnI'z"p' TIDERUNNER ENGINEERING 7 RIDGEWOOD ST. BAYSHORE NY 11706 631-410-6838 JOAN CHAMBERS (631)2944241 c A� a x NO CHANGES TO ROOF FRAMING OR FINISH NO CHANGES TO ROOF FRAMING OR FINISH N — — � E NO CHANGES TO ROOF FRAMING OR FINISH Q' NO CICES TO WINDOWS OR ORS ❑ ■ ❑ ❑ ❑ ` EXIST.DECK 8 RAILING ❑ / 1 NO CHANGES TO WINDOWS OR DOORS 7 W uj CREENE CH . ❑❑ U O NO C GES TO WINDOWS OR ORS NEW RAILING TO CODE ❑❑ OF RMCE OBE/ TOP OF SCREENED POR OORIN OF BELOV OF P OF NED P FLOO TO ALIGN W/FIN.FL.@ SE Ron n7 TOP OF NEW STOOP TO BE TOP O PLATFORM TOP OF PROP.FLOOR @ ELEV 10.42'(10'-S') 3'BELOW FIN.FL.@ HOUSE FOR GAS TANKS I woB sxpWEq NEW RNLING TO CODE -- - -----,_------------- Q BOTTOM OF PROPOSED FRAMING @ ELEV 9.5' —_—_,—_—_------- EXTEND CEDAR SHINGLE SIDING TOP OF EXIST.FLOOR @ ELEV 7.5S' OVER NEW FOUNDATION WALL r -- --------- r^ J TOP OF EXIST.GRADE @ EIEV 5.]5' IvI JI l/Y`J I WTLO.Y 6 1EM5 TA Bfl_NO MIFF . uuoA cAn nowcsur L IJL -- _ — — — I-______—_LJ--- L __ — L_-_-___-__ll _. 1 _ _ l - -__ _ _I -- --------------------------------------------1---_-_-________-_-__------------- _--_--__-_-__-_--___--_--__-____-__C___-_____� LJ 7 rELEV 0.0' 'ALr'_ ---------- --------- li W r w W o a. PROPOSED SOUTH ELEVATION (REAR) 1/4" = 1'-0" 8.1.26 N O� M � ppo � o J N o A-7. 1 PROPOSE SOUTH ELEVATION 8.1.26 SCALE AS NOTED TIDERUNNER ENGINEERING 7 RIDGEWOOD ST. BAYSHORE NY 11706 631-410-6838 JOAN CHAMBERS (631)294-4241 c a X I.Z. 9 c 6 NEW ROOF RAISED f A V OVER EXIST.2ND FL. E _ / \ IVEw cF�a sweets siowe ROOF RAISED new cewry smite S�muc /^\ OVER KITCHEN i Cx O xNo FLOOa / z POOR rnEa FadM EMS ING LIVI ROOM a - E%IS ING IIVI R=00' NEW Cm.W SnWGLE S�dNO IF-alW w SCr,F[. tORE S NEB H i I L�ea V O a W W 0 a PRE EXISTING WEST ELEVATION (SIDE) AS BUILT WEST ELEVATION (SIDE) J 1/4" = 1'-0" 8.1.26 1/4" = 1'-0" 8.1.26 W V � z 102 Q W T F O W 0 N � I? O r. O CD NEW ROOF RAISED A OVER EXIST-2ND FL. a„ PRIOR & _ AS 25 ❑ zb ❑ �l ❑ �' --�l� '� EAST & ❑ ❑ Y oxN �IJ �} WEST ELEVATIONS xEev cEwn swrvc�e slolNd �+`-� 2026 8.1.2 6 ■ Z ❑ 28 ❑ Soutri21 T P' goorci of Tr•.�SIstees______-__— SCALE AS NOTED TIDERUNNER ENGINEERING 7 RIDGEWOOD ST. BAYSHORE NY 11706 PRE EXISTING EAST ELEVATION (SIDE) AS BUILT EAST ELEVATION (SIDE) 631-410-6838 1/4" = 1'-0" 8.1.26 1/4" = 1'-0" 8.1.26 JOAN CHAMBERS (631)294-4241 c a Fry x a nV) a E 25 ❑ 2fi ❑ `} EXIST.DECK&RAILING NO CHANGES TO WINDOWS OR DOORS NO CHANGES 0 WIND S OR DOORS ui 3 \ 2] 28 � \ E%ISTIh' EEN PORCH v TOP OF NEWS OP TO BE \\ wev snsr.euson stow O 3'BELOW FIN. .@ HOUSE wLDo rw.vEo 6*oa> NEW RAILING TO CODE z NEW (LING T OOE --- rTOP OF PROP.FLOOR @ ELEV 10.42'(10'-5-) RAEILNGAIRS W7 W LV EJOENO CEDAR SH GLE SIDING '�-----'--- Q 6OTTONI OF PROPOSED FRAMING @ ELEV 9.5' ooaB OVER NEW FOUND 710N WALL ____ __—_—_—___ EXTEND CEDAR SHINGLE SIDING TOP OF EXIST.FLOOR @ ELEV 7.55' OVER NEW FOUNDATION WALL TOP L RN..DECK TO BE r T B'BELOW TOP OF KEENED PORCH FLOOR _____L________—+ /IA rTOP OF EXIST.GRADE @ ELEV 5.15' I MIN.,1�M"R W Y NN.:�H s�N wau U��ear ew+E � I I I — aorroel or�,rs m of ero I,o� rLI rlr1 R �T-- �ll� rI --- ter I L—J LL-------------------------1----_----�—J L--__------- _--------_---_--_—_----_---__-- LJ LJ� Z F-ELEV 0.0' PROPOSED WEST ELEVATION (SIDE) PROPOSED EAST ELEVATION (SIDE) 1/4" = 1'-0" 8.1.26 1/4" = 1'-O" 8.1.26 Q C? = w O cV 0 e? pp o � o N o A-8. 1 PROPOSE EAST & WEST ELEVATIONS --- - 8.1.26 SEP 1 2026 Sourifit;ld Town Board of Trustees SCALE AS NOTED TIDERUNNER ENGINEERING 7 RIDGEWOOD ST. BAYSHORE NY 11706 631-410-6838 JOAN CHAMBERS (631)2944241 c ALa X a) ry y/�/ o _ NEW 2ND FLOOR ADDITION - +] BDGE @EACH RaFTFA /� P DES,%s —EFlMRRFlNE nEs OR EwN. W Ea FELT OVET SA'N%RWN ro •E EEI cµft«Eo�pE��q p TS. —SI�iET FaO I TE,ESi flcc OF ROOF r11—T— RENOVATED 36�eEYO�u0 OF U.:t vlE of�yjtiE55 iHav x FASCu,I'ENTEv SOFFR p �aRORERr�EPS ED 2ND FLOOR FX:SLiNG ROOF FPunIG - OTVVP�R. extOMSE�wSRA�avOR FWrvuErrt RED.—REvi5E0.Ew p6PHptrFFiBERGVSS RWF:uG GHv+GtEs txe®t6 O SHEwM:x A.._vuT[8TD � FE, I_ _ p TViOwwuRIOR s 111. E. J sOVPDRTED I Ex056 EDGES p HOL6E FRppmuGuaKKeEO z-«Ox INTERME. wRwRTE. RNTERS NEW 2ND FLOOR DECK SELF ADnEING ROLVMER MOO:F:ED m R«Fw0 RODP ]6 BEYOND:rS:OE uNETVE TO OGxwuiE�r BF�a'cEWaupE_NG o-v z%6EAW JOLR15 @,e•II ae «w ERs XDq REO TO eFui E ALUM:Y:uLI FaRC:a VENTED SOFfli p R zt wSIIWnW1 i/,M NIEE.vE ®® «PERa�D:CquR TD STFUC EN.lRR90:ST9x«FLvO On xcN 1t->/e S60 TJI AISr9 @ ti•« 1 , 1 w.—E.TO LEaCERs rx)+-]F..9-,Fi Ln eEpu @ FER:MEi[R ix @ IV1 MOEOtEG flOW[O TO W _ TO O—S 6z %9_ ` ua}gREO TO EXISTING ADDITION R BOARD FaprENEDOio HOu \ uj nTw cTnan sw.wLes au Exm.ww.ts 1938 CO PERMIT#Z 17317 sxfi Parrs aucHDRED ro GIRDER N!annrpD 0a5]6+r OC 9iERFn \ ❑ e FRaw \ EXISTING KITCHEN\ cEunc 'EW ENTRY PORCH EXIST.SCREENED PORCH-REBUILT twa��rvErs 1-1. 1 pert O u+:ces NEW DECK R-19:IsuwTxw GIRDERS REFIwsH FL zxl i FIZ e OE ECOAeTEo O tr¢FRauwc 36oR�Enp�OV ixaG E WIG vERs IL`w sUEENEO DOOR s awrE15 @ D Am DrAeeERED. R 3o psw.Tux] i .ve.a eEDAn DEer.Ic / ® - :x1 D LEDGER BOLTED ro HD�sE FRAM:xc // RDo msuuncry w Iz1 11 GIRDER zz:xa°<ziEix,z mRDEas® ®,z e�«�'s°T'I+nc�c ATOD scREws w/p>•xHoas / I �J iECFv °�aTa°i:-"`G roes rE`R°TER plEcwrE G Q L DN CONC'PT:E�n9 I ECONG zxe AW PECK JO5150 IB•« Px:SnM FIOOR FRAv:nG - TO]6 vEp�Cw Fw.GRppETT p M ANCHORE TEm O(]t x1D TO G�ACO a05T9 ANOHOREp i0 O F�STEM1p p TO—AW roSTSP 1 IE.'D CHAFxOaESOAnw P.E ONO]6'a]6.ix'PWR.CW'C.FIGS y_ O Ss-e3w+Fw GRnoE EXISTING CRAWLSPACE Z7) + SECTION #1 SECTION #2 I..L W LL Z 102) ee W T7 OF nFHtvU®rE1 W/OS I ROOF Ox A HURRIN TEDS OR MI R 30 FOAM wSVt RAFTER W O :BERGv.SB RGGFwG p„:NGLEB 1 O N x�w AGRH,.r,F cy) FAG,ENED w/p< a 6•«@ co O F; E 0"' ENSUE Eoe rR.]Dw=anDx O wME S. F w°F O ]6 _ w FASO'A VEMEO SOFF]T I I,,_ —1 ONGrn�a Ew_:1!:_DN T_DEIN.'mw'I>a'®1,-EIOwu "I"NG A_g R=ie Fw'MSDDisuu�naxwpa BEDROOM A4 O"n'NO BEDROOM#3 R'p wG"aT�' AS—BUILT LVL S:STEREO TO Ew CE:L.I— NW13= —IF. SECTIONS L R-x,wEGl — ut TINsr RRC�LM BEDROOM 01 E CLOSE�M 8.1.2 6 ' iST.FRAN:IG ALL iNG=c1_1 s EUGIE s omc P 1 I—R-BD Irasuwnax D qq vl �p7 —� �� r] EXISTING CRAWLSPACE EXISTING CRAN/LSPACE S C P 1 2026 L_ o&10 d i�vn SECTION #3 Beard ofin!stees SCALE AS NOTED '-• TIDERLI NER ENGINEERING 7 RIDGEWOOD ST. BAYSHORE NY 11706 631-410-6838 JOAN CHAMBERS (631)294-4241 c a x v i C a n 1� xn Q E.OI.N.—NO A PGOF FRALma EnsT.FpoFnc L Fwvcxc `y NEW o-TH,I.a rgORm paDO..CFW�sEi a� EXIST.2ND FLOOR DECK isr'u°Rem sPOJ�oa 0 as=e¢a+z Fw.cRnDE. Z ESE AS aGNT.IN Fro. ]-I—@ te'OG Tvv. O6FW�lAk]WNLL EwsNa]FLOW]FMuiNO Exi5TIN0 SEFFtr,FALSR L GurtERS a fR+t 1/3'xEvwAr @ FiG. L ro DRwRLLS ON PRDPERTY r F. rs @ IX6i.POPCH FWIY,NG 6 FIMSH NST SOSOLAtx•a0F ti-FCS u1S,AFEL 1 1 aE w iNnCEN E STAEACH SiEEt L E CEMFA 6 FACN PUrs L \ eE PA�STE�xEO wrtx 313'wAGxERS L 3/t6'e0GT5. \ EAST.CCOM awNaEs 0Y EI ST.WN1a � T w w_ AIDnrss Ent_2w a rES,US RAISE&RE-USE ENTRY PORCH FRAMING \ AISE EXIST.DECK-REUSE FRAMING QED 7p -EFE E O (21 2VQ GREENS To Fasrery TO NEW xxt2 ADS iK T Apxy4EM Exf.GRADE. O HOOSE W/112.4-EFOxr P—I xi aADDD oOTEORCTO a F.M.,T � v v2 Caarm ears®t siaGGE�.D. RAISE EXIST.SCR PORCH-REUSE FRAMING O COATEp—D @ tx-DDOO xN Ou a 1 5 1DANKEO—c EI SI.zze @ 15.OC�a6Ts FAsiErED ro Gw0ER5 w/rEC05 1]lzxw OwOERs ro FgSiEx i0 nEw IEpGEP w/TE¢S zo , A(3GEFE0. E1 NEw ii �FOxrEDGEP aD Extmwn cr1PDE. Fq�iF1¢n To aDsi9 wi 9Masox ttose ttL.Cans OP EWw. AGES. mNrm ooLrs® TOP OF PROP.FLOOR @ELEV 10.42'(10'-5')CFEIXiNULOvi T 6%6 POST i0 L=_Mq WFEp TO x4'.12-CONTw1nW'FWR SONG. EVRIxeOExiSTwa FLCCa]FMaWG can @ 3G'MIN.SEIM FIN.ORRESs11.12t I-—GI—.—RES To ntw 6x6 Ncu BOTTOM OF PROPOSED FRAMING @ELEV 9.5' i5 W/SW.PspN CCO.E—G➢s OR— s -STST.w 1 s 1a>PSOrv�CCOO�ee RE—EEO TO NDA Lx6 ACO �__________ E GOs1S TD 0E azzwRmsARro xEYa xa1tx•CONT. E@ 1iaSRT W PanD ON.Fro.w/111 @ 3e'E— STEEL cola ON OavN Arn—ro FPa ti c_.,..A_ iG.w�lilis REVAa @ 9e 3V.-�. � ON TOP OF EXIST.FLOOR @ ELEV 7.55' Ix�EDAo q.�a�iD 12surwODRr N 2a.xa.t2 FW FTGS E. NEW x4.za+ti DA Nc.FTM cao Q NEW RAILINGS TO TOP OF EXIST.GRADE @ ELEV 5.75' L LI L U I Y r1, L_u, w U —J L—J L—J SECTION #1 SECTION #2 ELEV o.o - �-v w - Z 02 S E P 1 2026 74% Sw �- ON FIGURE R507.9.2(2�DECKATTACHMEN FOR LATERAL LOp� P 0 M T tS(}�3f��01 TfllSteBS O WALL$HFATHV4G Iti111,1i£SRTPG BAAWER O .LAPPED OYERFlASHMG ■ �_ O coNTWUAncw OF I J N r WATER3tES6T�BARNER v FLASHING ISNOY•'N)OR W F]ISHUNG(OPDONAL) F]aSttNG POOFwG L RODF FRu„nO �. .. .rum: -A1W x A-9. 1 sNNL EusnNO i0 sp EAscw L GMT6is Alw APPROVED JOISTHANGER9 ORm4uS ON PROPERtt LAG SCREY'300.BOLTS STAGGERED PROPOSE TMS DETAXIS SHOANATA HaLnornvH pEYICE MIN T50l3.CAPACffT TYPICAL WOOp"""Ll 'AT 4 LOCATIONS,EVENLY WSMISTUTEE)SWiAVt]i ARATAFOONOATK)N ALOFG DHEL EDDGER m OCFEEY ACCE HS SECTIONS S'ALLFULLYERGECK—T MOWLtANjFACTUREFLATTACHEATO'TOPFLATE w.DIMI HEALAG SCR_OILY 'THREADED Yd'OW.�TER HAG SfREYI ExST,NG FRAMED w _S PREERRLED WIMRLTpE :rI ATIOH 8.1.2 6 FIGURE R507.9.1.3(2)—PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS -WALL SHFATHWG R 21 iNELI CONTINUATION OF WATER.RES]STANT BARRIER BEHIND LEDGER WATER-RESISTNE BARRIER �cH POURED OCNE.FOImwTIa1WAG BANDJOISTOR 'LAPPED OVERFLASHWG E 24%8'POUF.D CONC.70.SET ory CLOSET VNISTLRe1.-11 G It'Isav2 FIN.GRADE. ALL EAtT.Fwwwc ENGINEERED RIM BOARD PW.6I"' . eeFou'ARZror wAu ]1R a1-1/i xENNAY @ FTO.TYP 2•h1W. 'Z FLASHING(SHOIYNI OR wsiAu ue•+tx''r sw]vm awwm+s ears @ 7 FLASHING(OPTIONAy 4-DPac 4OS we a t oM Au ta+NERs TOP OF PROP,FLOOR @ELEV 10.42'(10'-5') 1'A'MIN. T<D OR siAiwEss STEEL A 5'MRX, E`'srnroLLED,N T�CENTEx K EACH PLATE L BE aa.IEO WRH Ill'WlSHERs L 3/16'BOL3 BOTTOIA OF PROPOSED FRAMING @ELEV 9.5' E.PLATES SHaLL F AM ADD E ss,NSIVE S 1WG R002 i110.lCtW EnSGVO FIDOR FMMwO �_ __ 2'MW. a nIOIE a srxMETiC FOAM pAaxET L TERwiE swELa • o�Esue*D Eeii' Le5i.GnoER w �L Cas ON TOP OF EXIST,FLOOR @ELEV 7.55' Lwvesr Al—EXT.GwDe. r LAG SCREWS OR BOLTS STAGGERED za-aa-nr �_________ .APPROVED JOIST HANGER SCALE _ z YFwrs PER—1TOP OF EXIST.GRADE @ELEV 5.75' EXISTING- :m AS NOTED �2 R90r UONESTiDAo.NLENSNr" FOUNDATION WALL EVER.OR ORAOE. FIGURE 11507.9.1.3(1)—PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS LTA �rASiLNERs TIDE RUNNER ENGINEERING -ti 7 RIDGEWOOD ST. O O ss O -Mn.Faaxxr vnTNNCE s.wueEPemarr6pTo BAYSHORE NY 11706 Ur R.—S ESERICEDroaa•cuG scREwa 631-410-6838 rELEV 0.0' T Ta'uw.FOAzk 1S A�ISLUORIOLT 9FASWGis — — — — — o 0 0n�TM"T° Gears JOAN CHAMBERS SECTION #3 rlm2 DSRJ uaECREwoP r u4•AUN TDouIDA An:x EPc xs rpxxl Far SI:1 Inch=25.4 min. (631)2944241 i �I;!III� �. JANUARY 6, 2026 -� WETLANDS LOCAT II SURVEY OF II fI II II WETLANDS -MARKOUT PERFORMED BY BARRON PROPERTY ENVIRONMENTAL JULY.29, 2025 SITUATE JUNE 10, 2026 ADD FEMA INFO ORIENT, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW ;PORK TAX No. 1000-03200-0100-006001 SCALE 1"=30' AUGUST 7, 2025 AREA = 79,023 sq. ft. . . 1.814 ac. FLOOD NOTE: By graphic plotting only, this property is in Zones) \' AE, ELEVATION 6 of the Flood Insurance Rate .Map,Community Panel No. \� 36103CO068H - ,which bears an effective date of % �b . 9 25 2. and is in a Special Flood Hazard Area. 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DRYWELL Aa -_ � X o/ST Mda a / ,- U II.�I.II,I I..�.I1 II.I&�1�..�1....I.�.��III Z I I.1,1�I.I I��..�,I1..II.I�.�IIII..A 1 I�.I.�II�I.1.....�.IN:�I.1.,I�-..-I.II�1.1I.I.-��.�,III 1�I.II 1�I..II.I I.I I.�..��-I 1I-.I�I._.I I.I.1.I�I.I�4 I II.I�I.�.II�I��II I.II'1 I III�I I��I.I�..'I 1.�II'I II.II.I I.�I1 1 I�I..1'.0 I I..1�...1�.�.�.-I.I 1�"II.�1 I-..1.1I...I I..I 11�1...I 1II I.�.1.�.I.1...I6...1 1I1I�.III"�.,.I 1..�I..II1 11.I�1 I_,.I,1 II�I�._....�..I I��I...�.�_'.II...II I...I I III 1..III��...I,I�I�I..I'I..II I�II�II I.-I�..I I I.II.I.'I��-.1 I..1 II�II�.I I..I�..I ..11..IZI I 1�..1�..._�'I l��I.,I�II'.��I�I1 I'I.I�.--�1..1.II I.�',I.I��,1II-.I 1..�.I1�I..1I..1.......I I��.1�II1�� 1TF ZaA \ O,c . 1 /'j/ \ ,/ o i �ZV .11,, I / 6.553/ ` �C x5.0 i ; i O,Q��` I M ro `\ m . / Z1 / X �.\ ��o .I O �, *1 -- - I - (s ' ..4 . - :: / �� Q '� . �) .� � ' �� . , ' 7 93 : :t LEGEND: `IO a \ 2 --- . 7` - ; CATCH BASIN / '�`� °^� i ® . I1III.I�I:.�I.I 1 I,I-.I.�I'I..0..-��I..�II P.�I�II I �I"I I I�III-II.I I�.-.I�I__.�..I.I.-I I�II1.F.I..�I.�.'II..�I/I..I.I. j WETLANDS AREA 55,804 SQ. FT. \ �\ . 0 ® DRAIN GRATE _ / _ �,t��' �-v f r .I.I I II1Ii I��I.I�+.1. "._I��I��.'..I�I�I��.�'I I'..L�� NOTES: N75e ; PRWgMtI) HI `��-- --- '� '- € �f 0 V „ wA II.�II.."Q lII..II I��%..�III I.... ��..�III II',II 1�IP.1I.I I.I,�I 1�1-I.II,1�'',.I.,.II I.�I-I I.I...1I 1 1 I1I.1I.I'--.,...I I p..�._..I1I I.I I.I-....I1�I..�..I�I �II I I 1�,I�"..5III.II�I.-I.IrII�.I1IIII.L�� -- ' FIRE HYDRANT , 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 96,29, 34 I/I/ u"el�io7j2 ) �: 4 's Ir EXISTING ELEVATIONS ARE SHOWN THUS: oox 10 00 LAMP POST SEP 1 2 26 Southaltiiowr� - . . - . . - OVERHEAD UTILITY WIRES ( .. 5earofT�ustees -- 6 UTILITY POLE ® PIER AERIAL LAND SURVEYING, D.P.C. NOTE LOCATIONS AND EXISTENCE OF ANY 53 PROBST DRIVE SUBSURFACE UTILITIES AND/OR STRUCTURES NOT READILY VISIBLE, ARE NOT CERTIFlED. THE TREE I SHIRLEY, NY 11967 CERTIFICATIONS HEREON ARE NOT TRANSFERABLE.' i PHONE: 833-787-8393 i E-MAIL: SURVEYSOAERIALLANDSURVEYING.COM WEBSITE: WWW.AERIALLANDSURVEYING.COM " " SIGN ' I THIS SURVEY IS SUBJECT TO ANY EASEMENT OF RECORD AND ANY OTHER PERTINENT FACTS VMICH A TITLE SEARCH MfGHT DISCLOSE DISTRICT:1000 LOT:006.001 BLOCK:01.00 SECTION:032.00 'uNAUTHORrgD ALTERATION OR ADDITION TO A SURVEY MAP BEARING A t WATER METER LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF ARTICLE 131, j O MAP/FILE NO.: N/A SECTION 7209. SUBDIVISION 2.OF 7HE NEW YORK STATE EDUCATION LAW' *Copies from the original of this survey map not marked with an original WV of the land surveyors inked seal or hh embossed seal shall not bs A WATER VALVE considered a usual true copy.' 'CeitMcatim Indicated hereon signify that MAP OF: .NOT ON A FILED SUBDIVISION MAP" this survey was prepared in aaaordanas with the axlstiny Code or PrectlOe for Land Surveys adopted by the Now York State Association of CONC. MONUMENT TITLE NO.: N/A person for Land Surveyors Said p r ed.and n hi run if t to the parson for wham the survey is prepared,and on his behalf to the UUe oompan%governmental agency and lending Institution. Certifications are not tan to addltlond InetituUans a subsequent ownere' . MAP FILED DATE: N/A EM ® ELEC. METER - 1 COUNTY TAX MAP ID: 1000-03200-0100-006001 GM® GAS METER SITUATED AT: ORIENT, TOWN OF SOUTHOLD - A STAKE SET ' SUBDIVISION MAP LOT & BLOCK 'S: N/A o W f WETLAND FLAG ti.O COPYRIGHT 2025 RALPH HEIL. : . : O 16 a a m AERIAL LAND SURVEYING.D.P.C. w~ JOB NO.: 25-1909 xA!�€s I. . U DATE: AUGUST 7, 2025 - , - - -_- - cc I C, TAX No. 1000-03200-0100-006001 1 211 USA Ilk I..., AREA — 79,023 sq. ft. 1.814 ac. M„r A-, 4- 0 FLOOD NOTE: By graphic plotting only, this property Is in Zone(s) CQD Aig ON 6 of the Flood Insurance Rate Map,Community Panel No. 6" which boars an effective date of PLAN VIEW 9/25/2009 and Is in a Special Flood Hazard Area. fr 7 ----------------------------------- T -7�—tl 0 0 Water Main to Well Vacant/Unimproved �O Nr Water Supply Note: SECTION A-A VIEW SFCTTON B-H VIEW The property Is supplied by a common well located on Narrow RJver Rd Z 0 0 C) C) Vacant/Unimproved 0 3.42 • ......... U N7 ........ Z No) Abandon Ex.Cesspools 9 ao New Fuji Clean \ CSN-5 System Z S86 30'00"E 70.00- Adapter.90 De Poly-Lok Dist Box ' \ XZ 73\-/-- - - — for Fuji Glean by AWS Boring Location '7 7'Deep Leaching Galleys '40 ck, At,11.1 -W.). I FUJIMAC 'j."_ C; Cl; %73 5.49 �yl W �Q C 'd U Water Service to Neighbor Z Z U 0 i Xs0, -P7 Z 0`0 Improved/Well BoLlyancy Cola Oracle 8 inches CEN-5'463 lbs Rol Submerged Depth 1 ft Z 50 Exp -< x Vol of water displaced by Unit% 4 CF 00 Weight of Displaced Water (34.8 CF)(62.4 lbs)-- 2169 lbs Control Panel X5.i PCS=1.5 FIN.GRADE 215.9 0.5)=3254Lbs-4-G3 lbs= 2701 Lips ♦ 2'System VitrtTi.into Sp,itory Vert Verrmust be Sleeved In Cl Pipe through the Rr-515TANT 0. 403<2791 Additional downward force required Z Grade FI 4.8' Foundation A 2328 Lips Needed sTRAFiN&(ryp.or 2) U Dark Brown Loom OL ♦ CEN-7 EPDXY COATEV T SORII Blower Use(2)12"x 12"x 6'Concrete =16 CF OnT." ANCHOR EYE BOLT 0 Motor 16 CF x 150 lbs/CF=2400 LES (IYF.OF 4) 2400�2328 0< HIGHESTBrown Clay CH exPEOTED CN M-2.0 3.7—Water in Brown Clay CH 41 kv ♦ POLYLOK 24'BAFFLED DLBOX VIEW . PART NO 3017-824 MATERIAL-HDPE NOMINAL WALL THICKNESS-25' CONCRETE BEAMS Z93 MP1100i END VIEW DETAIL NTS Water in Brown Fine Sand SP Jo ♦ R 66 Z 13, L---j > Water of 3.7 Feet WETLANDS AREA = 55,804 SQ. FT. W /V T.s By r n9 NOTES.* 9 6 M�D-�d 0-5 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 91 bV 7/17420 EXISTING ELEVATIONS ARE SHOWN THUS- ,I= A to In a IN Ln U) < < Z Z CI L) SCALE: Secondary�ofet,Cover EXa-NCOAATNG SERVICE ma,,e,sans voLrs Carbon Filter Device Cover EL 8 NEW20 MP I POLE BREAKER (For Health Dept.Use) 0 E 7 Poly-Lak Dist Box 120OeLT lesEl-CEm 1- COCONTRO UTILITY LL-1- 2'Vent From 2"Deep Leaching Galleys -2,#12GPDxW4-PV-DU1T "IEA ma 199 2 1 VA OW75 at Y, Ce L Prop.Oracle 5.6 F — I-E-75 Raise Grade 6 Inches 7 2 To Treatment 0 Unit Ex.Grace 5.0 NORWECO CIRCUITS11 CONTROL BREAKER G,x.5.Cp AERATOR PANEL DWG.NAME: I FACHIN(-GA LLEY'dETAIL oLn-I-El 4$! ...... f EL 422 E!-4,0 or, ®® SITE 9 E-362 --7 E-a-A. Vent L.Ocatip,Note: OW EL 1.0 2,�,'2 C-0 Vent must be a minimum of 16 Inches above grace 'N'T GROUND A. PLAN and 3 feet from any wind—or doorway. Must a>e.a wen terminate with a carbon filter device meeting SCDHS requirements. DWG.NO.: Vent Detail erne»E Grodl,g Profile NTS WANOUT Scala 1/6=1' S - 1 PAGE 1:::0F::1j