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1000-35.-4-28.41
OFFICE LOCATION: �y��4 � MAILING ADDRESS. Town Hall Annex �' P.O. Box 1179 54375 State Route 25 ti Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1936 Southold, NY 11971 j+ . ®► y0 P Cow LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: November 12, 2024 Re: LWRP Coastal Consistency Review for DAVID & RANDI VOGEL SCTM# 1000-35-4-28.41 Joan Chambers on behalf of DAVID & RAND[ VOGEL requests a Wetland Permit to construct a two-story dwelling with 1,785sq.ft. on the first floor and 1,563sq.ft. on the second floor, a 533sq.ft.partially covered deck on seaward side, 281s.ft. covered front porch and 55sq.ft. open deck, 140sq.ft. northerly open deck (a total of 1,009sq.ft. raised decks with 421 sq.ft. of that total deck under porch roofs); a hot tub on seaward deck; a new I/A OWTS system landward of the dwelling; three window wells for basement egress windows; install 518sq.ft. of eco-permeable pavers in gravel beds; install an 8'x5' outdoor against side of dwelling; place approx. 250 cubic yards of fill to raise the center of the property; install a ±1,620sq.ft. pervious driveway; and to install and perpetually maintain a 15' wide vegetated non-turf buffer along the landward side of the bulkhead. Located: 230 Wiggins Lane, Greenport. SCTM# 1000-35-4-28.41 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is INCONSISTENT with the LWRP Policy 4. The single-family residence is proposed in FEMA flood zone AE El 6. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney A' Town of Southold RECEIVED LWRP CONSISTENCY ASSESSMENT FORM NOV 0.6 2024 A. INSTRUCTIONS So-,Mold Town Planning Board 1. All applicants for permits' including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detain, listing both supporting and non- sunporting 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. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTMM I oo o - 3 5 a e 4 — �8 .4 PROTECT NAME \/0 G-EL RZ-6 l fJ E5-,J cE The Application has been submitted to(check appropriate response): Town Board ® Plaanning Boaar'd® BuRdingDept. 9 Board of'I mstees 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 Iransaction) El (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit, approval,license,certification: Nature and extent of action: Attachment #1 Concerning: Vogel Property 230 Wiggins lane Greenport 1000-35.-4-28.41 August 13, 2024 Project Description: To build a new two story residence with 1785 sq.ft. on the 1st floor and 1563 sq.ft. on the 2nd floor with 1009 sq.ft. of raised deck with 421 of that total deck under porch roofs. A hot tub will be added to the west deck. To install a new IA sanitary system more than 1 00' from the bulkhead on the canal. To install three window wells to accommodate the egress windows in the basement. To install 518 sq. ft. of eco-permeable pavers in gravel beds. To construct an 8'-0"X5'-0" outdoor shower attached to the side of the house. Install gutters to leaders to on site dry wells to contain roof run-off. To place approx. 250 cubic yards of fill to raise the center of property. To install approx 1620 sq.ft. of pervious driveway. To establish a temporary barrier of staked hay bales with a silt retention fence during construction and to install and maintain a 10'-0" wide non turf, naturally vegetated buffer along the landward side of the bulkhead. ) P Location of action: 28 0 tJ t G-&t tJ5 L f�s N E G-f eE4,3 F6 2� Site acreage: • (D J 2 l Present land use: V Pc C'ACn1'C &a �D p�Tt A L (t c) PEfzT7 Present zoning classification: 4 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: J Oh&f Ct tAT& F-D P-1 DAY t cJ V 0 CseL- (b) Mailing address: o B o X -4 9 5 C)U_Cm L-D_. t'3�t ali-I 0 41 (c) Telephone number: (0 3 l ' Z C-4 � 24- — Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes,® No® If yes, which state or federal agency? �J:J ISTW -E�- 0 EC 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 CAST 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 LWIIP Section III-Policies; Page 2 for evaluation criteria. Oyes ® No ® Not Applicable W e t,l_._I 1`1 Cs t S�St M 1 LA T r'� -R I� US IN\FETSALL- eU rn�t'X Dr- T-4+E_ ���t�1Cr capes `Suc ^�ttaft uns 5� '� Si- Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWIP Section III'-Policies Pages 3 through 6 for evaluation criteria 0 Yes ® No ® Not Applicable rd ES t DV,J S 1 nn t(A-611 163 S 1 ZE l STY L'e O F -rm t-,- N �I Crt-t 5iN?-- -DoD, Attach additional sheets if fiecessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes ® No❑ Not Applicable C C) N--�eN7 t-`( �C�C t_O't �U I �.__� LA-N DcSC�Ep TV 'F"V4OE [� t D_ A-o, iArC " f&bf Er(=Tt�—=j PL ,CEV Lk"O Uj A t2 Q Q E ikf^E CS T-1 N&- [ U l-K HIE-A-P - Attach a difional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LVTP Section III—Policies Pages S through 16 for evaluation criteria Yes El No ❑ Not Applicable dRy� "�PIDPQE " `/ fiAs /AIL( FXc 16 (N C, a U(.(:5: E- O '1� F12[�]:E:Crt 7-t to Ep&e7 OP F 0 R V 4 AT A cA-N A l— . Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section In —PP�ooljlicies Pages 16 through 21 for evaluation criteria FK1 Yes El No ONot Applicable :n±E: TROE'er L'Del\�GG w i UL Q QtJN E=CT-- -=M S U ET---QLt� Co U U=r WA MEP, S Pt,4, A_VA-(C ASt-F /ti1 Attach a tional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Yes ®No S1 Not Applicable Y f f�tZ t7�z�cS Sd Gc. c c, es(Dew cE,= ,l A � ���E-t-�✓l C_.-�.►f}t.o_ Ill O �fZ.Arl N �'�Z�M L L- Occug . 0 F t J l LJ. N AJ —"c o Attach additional sheets ifnecessary Policy 7. Protect and improve air gauafaty in the 'down of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation crkeria. Yes ®lido Not Applicable kkrs LLB k+��E N�0 *Di 5 C, �OL i �nP�GT QPJ UAL-LTA _.. r Attach additional sheets if necessary Policy 8. Minhulze eavironmental degradation in Town of Sonthold from solid waste and hazardous substances and wastes. See LWRI? Section IR-Policies; Pages 34 through 38 for cevaRuation criteria. Yes No 11 Not Applicable - -- AS PA-(,.t 61P T-tt'E F F-D F OcSeD F&n(p E3\1 1. 1 O 1 t� °P rA l t> I kS S PUBLIC COAST POLIO ES Policy 9. Provide for pub Ric access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See I VVRI? Section III-Policies;Pages 38 through 46 for evaleundoi n criteria. Yeo No El Not Applicable E�.��_ t __LA—r3-D W A42,-n c51 Dm� 8 -Rtc— zu CHIC Attach additional sheets ifnecessary W®RANG COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent vases in suitable locations. See LWRP Section ID—Policies; Pages 47 through 56 for evaluation criteria. Yes ® No ® Not Applicable 11te A Qb( 10 0 _A-A�0 __j:�A ,i_L.� F?,erS L®!Et�Gam_ C(P2I E use Attach additional shuts if necessary Policy 11. Promote sustainable use of living marine resources in Yong Island Sound, the Peconic Estuary and Town waters. See LWRP Section ffi®Policies; Pages 57 through 62 for evaluation criteria. ®Yes ® No® Not App➢ica ale R o<-A e cT W ! L,L, No,( f M.P A-CT. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LVVtP Section M-- Policies; Pages 62 through 65 for evaluation criteria. ®Yes ® No Lp Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section M--Policies;Pages 65 through 68 for evaluation criteria. ID Yes ® No E4 Not Applicable PREPARED BY �DA-PJ Q-�A- M'R C�S TITLE DATE 9) 2-4— 02 C o H�ea3 IB ✓ N s a P'•. ••�• bb' ...e,,S. s .l'1 O•-Hat kA T•t d �.# _.d_ +yea,` �`� '.` y�p'd�� t Y b ' �'" e � r"'`� 4 1 ':1bM yA � `t c"`'.7�S '„-._,W AAA;per '� .�"` �•e nH`� .. a'1''`� �♦.� .bbAY t\ p..q•4 IS�iHOyJ,\' \, u O .7F�• b '°- y.�� A 'L6'S Vic' 1� 1 s.� � 'Pt 't 121 � ..A S W t V 1fi Y ^'?C"_T�; r .i' - �9 s f•,� A' 4 . T x •� 1 :0.'�.° Y a t 1H'>o 13. ".'N L y '0 3 �Y,� � y � ¢ rf,'' n f e •�1H 1bib� �a 1b E1H �1 ����t��`a •�y. ��P➢.. 0.� ``•yd. 1b'X' 1 ..wJ - gi 5 �: 9` GJ�,off M13.' yp c at„y u Y ✓ u t q ___ rvt.r �' § .1 N, • ',, 1�+`�. tab �, ` a »e s, �N g INLET S_ 1H� .Sp } N � Y, 9t.ruuee�EgE*en 80UTNOLp '3,rY' S. • v.Stp�Syr � �' 'I ( .. X e ,f _-•,•"�,""• — '..`,,�„ "°,•_ �. — _�,_ COUNTY OF SUFFOLK© rJorlce K ,eT�w loon sec na�lxJ „ :.'' ----- ., It I Yr EI-ly N.S 11,AR pcy W o1H1nHurwno�iw+rrn.cN nE Y �..�. souTnoln 035 "a° ' " m p TA,.m— �.� — r�r�.. b., nvrHwr matrcb ma.nw.wa rti p � ———,—— ——^• ` m nardry TM HeNrT!K.w.v � wt '°0e ,s i.es rr S.C.T.M.# DISTRICT 1000 SECTION 35 BLOCK 4 LOT 28.41 #R-24-1299 NORTH ROAD �B1R 1 15a 9SIL�lD AIFANFA $ I L LOT IS rxnMxc° ON I I I aeD N 66°Ol'20"L ISU.W' i Up, EL -0 + I a 7s z $ k k (� •� -xD G.�ss>=RavcE �v�/ W ti ONG k ADD k CIFAMtC 17.000 SF. k k �� :ate ;.. OPE 1 :k I.8 DEW EW 5,p8±.�6' �`� a as.F.. .I.. & (i0)�/ n 1d• I OCT A-k 3 0 2024 GF(aSI: p P 4 Bmmamfea ��`=?iii�zi?i-�.cr}?_}%q< L07 18�♦ � a 7A k rDlmuw � ���;:.�....... _PRm.wnTfa uNf ♦♦ ._..� Q 50.6' ao- t:7v[tiJJelVrR&,tt::t::''" h r?Y 5•:::::�??bWELLNG:::::::�?P 1 F--1 I i5 S BE[IR00616r::;y:_„C G Soutl101d TOwn C g16VA .\• Q G �15r FLn 11'a1SF.':::::;;:v VT`1'Brf"I I I ,�I I .� Board Of Ti.,4 .. Fk -� 01�7mS.lmpG F �• hT PAVER WAllt f ' I I k ZONE •Y �'° i Imp _ ' I 106 1 Y LG• b pG0. I k k �p L----- - Ir1 o k k ZONE X t7.eD ON wt °O`Pa SANITARY DESIGN BY: c Jrkx FFAEM WADM t NIX LG LG $ (e) Ff RICHARD M.MATO A.I.A. °' n•0J Nrm. a 7a Up, PO BOX 2284 F- FIDB_I I?M �-: AQUEBOGUE NY 11931 F ti 66°Ol'20"\V I50.W' CAttrRf4 POHEl AND AIR PP PHONE:(631)523-5879 j afclwcs]]1vxd:ro ml+Pnt PAtffl �M MIDIEMAIL:RMATOARCHrFECT@GMAIL.COM I60' T6tl1 ADPVC YENr P]'E LOT 20 I 2'RAINFALL DRAINAGE CALCULATION DWr1LNG W/lbVERED PORCNES`2229&F. 2229 x.156=370 C.F.RED. (2)1001 DRYWr1+s-410 C.F.PROVIDED PERVIOUS DRIVEWAY: 1620 IF. 1620 x.166-269 GF. (1)100x5'OEEP DRYWELL_342 aF. MAX 20%COVERAGE 4002&F. RICHARD M.MATO MAL NYS LISCA041861 TOWN or SOUTHOLD LOT COVERAGE DWELLING W/COVERED PORCHM2229&F. REAR DECK W/SPA:393 Sr. FRONT&SIDE DECK: 216 IF. DWELLING 10.5 4"SDR 35 GRAVEL DRIVEWAY.• 1620 IF.(N/A) ITCH 1/8"/FT TOTAL- 2,840 IF.or 14.2X GRADE 8.7 GRADE 8.6 GRADE 5%MAX GRADE 8.5 C/D TO GRADE NYSDEC INYT.0 DIST INV6.8 LOi COVERAGE INV7.55 INV72 INV6.9 BOX INV6.67 8 EACH EL7.0 DKILUNG W%REARRED P WCU A 229 sF 4"SDR 35 4"SDR 35 8.SX2'DEEP FRONT&SIDE DECK: 218 S.F. PITCH 1/4"JFT PITCH 1/8°/FT LEACHING C� PAVER WALKWAYS&APRON: 533 IF. GALLEY 0� OUTDOOR sHOWER: 40&F. =E=j TOTAU 3413 IF.or 17.05X OOOOOO EL 2.1 OO CEO EL5.0 FUJl CEN7 �tr HIGHEST EXPECT.GROUND WATER EL 1.5 SANITARY INVERTS axsarr IR1a Y.A>D m,tQK FIM OfisVGr maleD On1]maoaa-ro eee+¢wan a•Da�n"]m�mt"w q@f6➢0115 99FY Fei 5 Htlin6 SO W ��51911 lax a td01in6 EtmwD D,aAo (1)fwaw cw m Do(ml (S)IDaeC fAl]1S e5daDP GRADE (a DIVI IDDeC G41OS 1 A i ��J d:yr•i•-• .1. I.eE Oe19 c6 DI8i 9m19a0 AI Oatl OW "1ff 9RLl(DI]IIT OFPRSI®VI m IENM ].Al L CE PR DIEMDED I xa Y11lEXREE 0]'HMD B.il®1 LIE naMaT9ma A21Alm KD DE 9WL E fl10N®l0 IK 97e6 GROUND 7.MADE YItMP]ERT tOe6PoX SO RD11D W r0 eE SW)xf MaND ee11 x[N11K NNE TU P]F EIM ff BE f0�m aE DE SO IAI DIME W DIE D PoND lff CUTS man l M fI111F117 f11019aLL ff I6a11ID UDLR LIE Aa1S5 C9Ri D'OE DI6 tell ar RE GI M AS HOSE AND TP THE IOAL SUUNIT TP TREATMENT 11Ne �022.65" A� FUJIMAC AIR PUMP ON PRECAST CONCRETE PAD 021.65' &FujlClean USA NTS 1OUTLETS o 020.65' 1 BOX ACCEPTS: LIGHT COVER 93009C swleaPE B TOP VIEW HEAVY COVER I3017-C20 CHAMBER VD GRATE I3017-r°20 �r�' -� S°Dlmenmaonch..b. 397 6"TALL RISER H3DO9 Anaerobic Fitar3m ChmMo 396 a 12"TALL RISER#3009-R12 D 55.1a A..".C-UUFiibatl°n Chamber 1B7 23.56' .•�.�'"*m"o can ® y�« CLm'LmDan l7ombw 90 11 b NDCAP TYPE Cne1'TA 11Yf,xlAt) DIEM=Chembn 6 i LEVELING DEVICE �� IPrP T.WIVMb 11169 a A� }A� 2'INCREMENi, BOX SEAL, ap�m SPECIFICATIONS _ "u _•r�'�E� Arraerotic Melva PP/PE CLEANOUT DETAIL T� A'"y'""r T• S3,0 TYP 40PLCSTYP. B.0 T e Aerobk Media PVC I PP I PE MIN.12 COMPACTED SAND OR FafrakPl � ` Aerm..W. PP/PE PEA GRAVEL LEVELING PAD 0 B""' 3, m POLYLOK20"D-BOX FRONTISIDEVIEW NI Tank FRP MATERIAL-HOPE wWne I PVCJPPIPE DISTRIBUTION BOX POIVIDk DETAILS A...Corers I Pksbc I Cast I- (01 1 UAm I,Table"D l�`++l�a°xDiNcl B raoAaPDIEm,rw PLAN VIEW THE WATER SUPPLY, FIfZL$DRYNfILS AND CL55t'ODL LOCH BONS SHOiW ARE FROM FIELD OBSERVA RODS FEMA MAP1361000176H EFFECTIVE 09/25/2009 AND OR DATA OBTAINED FROM OTHERS mP ow a Dar.a UPLAND AREA: 20,012 S.F. or 0.46 ACRES NAVD88 a-T Ix BMW AREA:28,500.00 SQ.Fi. or 0.65 ACRES EIEYATION DATUM:_________________________ ym -+' UNAUTHORIZED AL7ERARGN LW ADDIJM TO VIES SURVEY IS A NOLARAV OF SECTION 7209 OF THE NEW YDRN STATE EDUCATION LAW COPIES OF 771S SURVEY F-Irly1 y MAP NOT BEARING THE LAND SURVEYORS EIMOSSED SEAL SHALL NOT BE CONSDERED TO BE A VALID TRUE COPY. GUARANTEES R'DIC4TED HEREON SHALL RUN �• ONLY TO THE PERSON FYR BHAV Tiff SURVEY IS PREPARED AND ON FOS BEHALF TO 7HE RILE CAVPANY,COVERNMWAL AGENCY AND LENDING WS177U7?LN INN£ LISTED 1ETIEON,AND TO TW ASSTMaS OF TIC LLIVDUNG INSVIVI7 N;GUARANTEES ARE NOT TRANSFERABLE Now Off OFFSETS LN D IENSEONS SNOwi f0I FRWF INC PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 77FREFOW THEY ARE Swmic, N07 INTENDED 70 MCNUMEN7 THE PROPERTY LINES OR TO GUIDE 711E ERECTION OF FETILYS ADD117MM STRUCTURES OR AND OTNER IMPROWD11M7& EASTWDV7S calm AND/AR SUBSURFACE SIRUCR/AES RECORDED ON UNRECORDED ARE NOT GUARANTEED UNLESS PHY9CALLY ENOENT AV THE PRamrs AT THE 171E'OF SURVEY 0T 0 PALE ° 10 svRVEY oF: LOT 19 oP NEw CERTIFIED T0: DAVID VOGEL; Sw rwTTO MAP OF FORDHAM ACRES SECTION 2 `7< 1� u' eoyr4*mewP Se FILM:APRIL 6, 1965 No. 4605 2�� oy r„ c © x x N10.,a alas-Ir SITUATED AT•.GREENPORT As=W w FRET 91 TOWN OF:SOUTHOLD c• wa Dena is F d, KENNSL'H_b('WOYCHUK LAND SLUWM 04G, PLLC SUFFOLK COUNTY, NEW YORK sF�oso6el_tee, Pro[emdonal Land Surveying and DeBign SECTION A-A VIEW /n P.O. Box 153 Aquebogue, New York 11931 UPDATED 08-18-24 FFILEE11220-118 scALE:1"=30' DATE:SEPT. 20, 2020 MY.&usa ND. 050862 PEONIC(631)aes-16ee PAX(wl)E9e-11RI0 y'. n v w �Fe .I Ak a- Aw y, o 40* • .qs . r a r w •nf yr S 1, i .. t A0,oilg?. -; , w .. +,+—vwa..,;a',_,,,,, .. '�•iw`_ `�:�"7 r`*:Y e� e-',_. fit N ,., 4 •�SHY..n �� _ __ tt. ��' t�� ks�� ;: �, �•.'�` 'tl4F'�m C 1, 'T �N t�a;yi1' � �'. - V•' ' P 1 1 �e, G'�S'. IiC`� rYtl .,. - �� 5 'ii - $:>..Y 4 �.: �rt4s�R ,�„1>ti.3 '�F � $ �'� .� §� g �,�ls- � ,a,+a� � �x �.J, •r . � ,,,,� x ,• o� i, a >,s, '+' �.`''1 �.t '� ;C. r � k ,.. kit �`"' '4 1 �. mkt �. x.� 5 a`. ,�.x �.� z.Y qk. � � _ i c�R�'`-'� � a•_e E g e„ v w., a1•t F Sk. a- F.. 1. u 4" Vx IF oad- 'i, .a r. �yy;, ..�'vs -a•.,�,; s� y'� �-WyY'�- ,,x' i"�` •.�#'q �� Y� d � ~•3 �. � *�-` 2 a a+ r ru - Jp P s i" � '' '�{ .r: .ry. ` '. •� d �gi \ aaYd,.�� ,z S ,.�y ;(Afrx Y,y� ��6 �r ��s yf �:•� ��',� �},; kia,� ��� i�.. ��,r � `� �..��((...} �r::t� �s, u� � -� '�Y � g.� a��x.��� ¢'��'.e11Y'a*a ' 'S.� � Y .�"�","��'� ',, ��� z�'t'F`�` %�,+ � i44 ,,�� h� ��- �, M13 rA� ,���`. +� et-'•� d a x 4 � � S.. �;' � �if •£ �' �:•� 9-ua .y:, �� .' +�e'rf� y� � m., t6 $"�, � � "_�_ 'k r z , . E I i 4 { Iff �fl�� i �E'� � ���} & .f •k'fi�i „� ,y � '�� S; Ali A F ;4alF�..aYifIY 4►"t :ae'vk y " ti l n-f— ' G • v F x G O n� N U0*0 -� - N 66 01' 20' E 150.0'— - - — — — — — _ o� - - �o --3- 1626 SOFT.. - - -- I--. _ OGELRESIDENCE o PERVI &- _ - a - - - 230 WIGGINS LANE - DRIVEWAY REENP RT;.-. G O �" 1000-35.-4-28.41 Z I - - - _ - - : - - - - - - - - - _I w -y- - I FRONT YARD SETBACK I FIRST FLOOR 1785 SQ.FT. r , Q SECOND FLOOR 1563 SQ.FT. V s-3 T-4. TOTAL GFA 3348 SQ.FT. Z Z - HOUSE Lu W I � To HQus I ,''III�'II�I' I 6'-4• UPLAND AREA 203012 SQ.FT. TO PORCH ALLOWABLE GFA 3350 Q •- ,I I it fIl III � z Q I II-.i IIIII I. V Q i Q . . IIII Ililll I (� 3 L1JIIIIIIIi'II z Z Y IIIII III lu aai �11 it lljl S [r.1 1 - ` o f - I�'-0'WIDE - I ill III IIII II III, II II 1 C r 1 r r'. w Q c J IIIII' I ��II IIIIIII. IT ITII.: =� L.. v w J .PIATURALLY. > W Co VEGETATED IIII IIIIIII!IIIII II jia J;il1 IIIIIII II 1 7_..rl 1 n 2 I NON TURF IIII �11�IIIIIII - II, Z_ Q N (} BUFFER I(IIIIIII IIII'I�'llli Ih il;l 0' 10' o L r III III IIIIII 'IIII I.IIII TO PORCH I.I III IIII TWO STORY HOUSE I14.IIII w > 6 O Z _ 0'-6' _ (IIII IIII �I !�II 1785 SQ. FT. 1ST FL III 11 TO 1r•HOUSE w > r I X TO DECK Plllli'II III 1563 SQ. FT. 2ND FL I W IIII I�IIIII,,ii IIII;i C �' �II� IIII' I IIIII(IIIII ill,l�lll'I �II • r n 00 I II TO HO SE 1101 1 III IIIIIIIIII III'Ir I I /` \ V Ln CD ;I li I II O III III, o,� co 0 REAR YARDS ACK SITE OF FUTURE O SWIMMING POOL 36X13 ov NOT INCLUDED IN THIS PERMIT. , _I- - - -- - - - - - - - - - - -I- I SITE I 1 PLAN o 0 8.4.24 8.25.24 4— - 1 I, — — — — — — — — -.-.. S 66 01 20 W 150.0 � 1"=40.0' PLAN 1 20.9 JOAN CHAMBERS (631)294-4241 c 8'-0" 1 2 3 n SLOPED CONCRETE APRON I .. CL. -O ..CL • _-_ _ _.__- _ -. -.-._-__ .- _____- -...__ ___ _-VERIFY RO OF OVERHFAD DOORS 8'x 96-POURED CONCRETE FOUNDATION WALL ON 16Y8'POURED CONCRETE FOOTING. -- 44 HORIZONTAL REBAR 0 24'OC& 44 VERTICAL REBAR 0 36'OC IN WALL (2}CONTINUOUS 44 REBAR 0 FTG. 3-1/2'x1-1/2'KEY AT FOOTI14G 14•-7�' 2 7'-43' EGRESS WELL AS PER ,, TWO CAR GARAGE EPGRESS CODE. � SO FT MIN.& 3•-0-CLEARANCE IN ` 4'POURED CONCRETE SLAB I 4'POURED CONCRETE GARAGE SLAB FRONT OF EGRESS V4NDOW PLACE ON SOLID SOIL AND MIN.4' SLOPE TO DOOR OPENINGS. Iz TAMPED GRAVEL. PLACE ON SOLID SOIL AND MIN.4' EGRESS`AINO ABOVE TO CODE TAMPED GRAVEL v SILL NOT TO BE MORE I I5 PROVIDE 6 NAIL.MIN.POLYETHYLENE USE FIBER MESH REINFORCEING AS PER z 1 TIN 44-ABOVE STAB. O VAPOR RE RIDER W/JOINTS LAPPED MANUFACTURER'S INSTRUCTIONS. io NOT LESS THAN 6'. IMNDC7 \ I WELL FINISH ¢ INISH CEILING"ALL WALLS W/ 1 1 1 F TOPE X GYP.BD.TO PROVIDE FIRE Iw PROTECTION AS PER CODE. INSTALL 5/8'x 12'•J•SHAPED ANCHORS BOLTS 0 INSTALL &A MAX.OF P FROM ALL CORNERS BOLTS TO BE GALVANIZED OR STAINLESS STEEL& i' TJI 360 11-7/8'0 16"OC TYP. TJI 360 11-7/8'0 16'OC TYP. BE INSTALLED IIJ THE CENTER OF EACH PLATE BE FASTENED WITH 3S13'WASHERS&3/16'8CLT5' 2N0 FL JOISTS ABOVE _ J `BEAM-POCHE7. __ _.. _ ___ ! I FINISH CEILING&ALL WALLS W/ I V 2 PROVIDE 2-3/4'ALLOWANCE l 5/8'TYPE X GYP.BD.TO PROVIDE FIRE FOR FUTURE FLOORING I PROTECTION AS PER CODE. ' HVAC/UTILITY AREA u, 4 2) 1-3/4'01-7/8'2.0E MICROLA-11 -- —___ 6 r \% 'UNDER HEADER LOAD 19•-23• ,4•_5�- l l J 13'-10' I PROVIDE FRESH AIR VENT AS PER a sre¢ox a+ HVAC MECHANICALS REQUIREMENTS .' . r^ Cv+VCM�a+o♦ewE t` v 7 r TJI 360 11-7/e'0 16'OC TYP. ll TJI 360 71-7/8'0 16.OC TYR. L '^ (31 1-3/4'X 11-7/8'2.0E MICRO LAM LVL V DD ANCHORED TO 3.5'DIX STEEL COL.TYR. ♦4 ON 24'v24'X12'POURED CONC.FTG. r n lI v 1 l' l 0 e ®® co 00 / 0 I •. I� BEAM POCKET _-� T SILL PLATES SHALL BE 2X6 ACO & BE INSTALLED �_ zO W4t100JJ _ Q v,nND�v ABOVE A SYNTHETIC FOAM GASKET & TERMITE SHIELD WELL WELL INSTALL 5/8'x12" "J" SHAPED ANCHORS BOLTS @ FOUNDATION 6 BOLTS TO BE A MAX. OF " CORNERS.FROM ALL BE GALVANIZED ZEDOR STAINLESS STEEL & At BE INSTALLED IN THE CENTER OF EACH PLATE & PLAN BE FASTENED WITH 3'x3" WASHERS & 3/16' BOLTS. $,4.24 8.24.24 — 8"x 96" POURED CONCRETE FOUNDATION WALL ON 16"x8" POURED CONCRETE FOOTING. SCALE AS #4 HORIZONTAL REBAR @ 24" OC NOTED #4 VERTICAL REBAR @ 36" OC ---- -- - - --- - - 4" POUR. CONC. SLAB ON 4" MIN. COMPACTED 0 6-0 17-8 _to" GRAVEL W/ 6 MIL. POLYETHYLENE VAPOR RETARDER LAPPED NOT LESS THAN 6' JOAN CHAMBERS '9•-e• 3-1/2"x1-1/2" KEY AT FOOTING (2) CONTINUOUS #4 REBAR @ FTG. (631)294-4241 4-6• �o •..e - EXTERIOR OF FOUNDATION WALL TO BE CLEANED & `—------------- --- SEALED WITH A WATER PROOF TAR MEMBRANE PRIOR TO BACKFILL FOUNDATION PLAN 1/4" = 1'-O" FOUNDATION DETAIL 112" = 1'-0" WINDOW SCHEDULE DOOR 9CHEOIILE TYPE NOTES TYPE NOTES 0 IEr.�]n WET Ea 6,-0'ra'-0• C owrfP's or>I¢ - ,, ,]��FS mx]5 Ea,n FGiE4s O B'-a,�-0• O;v.,ERst�EY�ERGR v ] AzaERsls,♦co sEPEI cwxl5 sam,ET#SS © Fwn 1168 aE]'-,•xs'-o Ro wiov,Nrul1H O I'-BY 2'-9'RO > A• EM iL.ROSET EAST' pQ B•-O.v8.-0:RO 5 EH1RY I4LL -0' 4'-6' •_0- O 2'-!-]n}1'-]'PO A N tDRex•]EAST (� S>,Ol,�ttBF,E FlRE RATED I,A llmltt Af.,.BASEAENT O AMFfSpi A.WIEI-111 AWN"YJ 9RM al Elsi FO A>a£PSCN r I-4 LM,�PM WEST -]41Y-01.�090 a RN 8 0' 2 0' 6' AWN a]FJ.ST EO'£SS O INS,AAirD 1 roIWAY y OB 2'-♦-]nM!'-s-]n•RO O -}g-I MAR START TO N.LLLWAv .r Oa,L£F6LN a00 SEPES OW 1♦ GSE. EAST E—IS O-Ogi SLW.a,OR ■■■®®®®���r r-♦an•A r-sa/e•Ro 4-0' O S " F3 u5i EGRESS PP�i OOCA RW/OER RJLUA G -B/9' .ralE ♦m sERE..z'"'"""° IALRr Au Gsr L wroai,aM U_" `/uosEr 0 T n s r-r Ro 1x1 rase'-r nzm -� 10'-10• 10'-9' 10'-12' •_Jz +♦00 SErsE4 Axx61 PWN LWAY USi O wTOETI PAt1TPr QOSET — 0 i'-B'v:-B'RO Ixl 2'-0'A'-B'HNSD O r-l-)/6}1•-J•POTOM OSEi I,EeST 4� 1a ♦ > ° OSEI al u5i P b'a}5'-fi' BEMOW as CLOSET W .__...___________ _______ ___ ____—_ Py O AIS£RSON♦00 5 e ESI 111 GSE, aEf a,151 EG ESS O `'. BAi1A00M a! FAST EOPEII Ib'v e'-B• GDai00M at Ill EAST a{ O TO Q -_—__ Y-l-TJB}t•-i'RO '�' CRM 6 3'�f.x e:-6. BFMOC a a+ BATYS4I, aKC l,105ifdE5 aN25 ANINO V— ._._.__.._._.-__...... _.__,.__._._ _ _. 0 :♦-)n}+..]•RO EERM at FAST O z'-O'zfi.-B• BEIXiODu 11 TO WIC al _-SE E DECK P(nN h-9 _—_ _______ e IS AtSfRSON♦00 SETdE4 CW I♦9 uSE. as EAST EGRE59 UO 2'a16.-1. BEORROIXA al i0 YAC IZ G ^ EAST EGPF55 }A69x 6._DOdi WLLIWAY TO BEC(VM.1 ..J ; -v-T,B•x+'-6•RO EF�Q EP9T 12PC4=ieWWo .E i-l-]/a}r-s•RO DGT ST Qi 1:-0se _IvcR ,uuw.Y TO ul]aum ` CFF1(E EWESS Y PASG�DOOR 3'-{-)nY!'-s-]n'PO z WLLWAY TO BEDRM sl 2'-4-)/8}4'-4-]n'PO TOE EGRESS E j°$a�COG0. WAY TOBEDRM ai _O.-_-..-_- ed£ .a00 SEHES ANES t aWNNO RAEE EA41 605Ei COOR FaLLWAY LP'EN rtOSET I'-l-J:e'v,'-2' __._.__.__--_ _—...__. _- E AN251 A--IR _____ ___ a0p SER o 2 t2 HEA —_ 2I 2Xt2 HFA]ER — --(2) 2X12 HEADED ES-A+AwNNG-w,�G'94, EASTSSS y -l-r/B1 a'-5-]/B'ROO ST EE a ' Bmlwal ToKITCHEhITWO CAR GARAGE x a�HE6�' °"x Dro .+Nm 7CABItJET DESGN BY OTHERS • � LFO le GEE. 11NI I1FINIFJI CEILING&ALL WALLS W/ 5 fC-ON!oa sEREs cw+z5 AwNNG II-IT /8'TYPE X GYP.ED.TO PROVIDE FIREO i 1 1 PROTECTION AS PER CODE. ` ! e A"4!E;sCN AM/sFfb�CW 125 Avm4NG Erfurt at wEST NOTE: W® -- M --' --) a,wEsr COPJFIRM IIAI�ANG MODEL OF ALL WINDOYJS& o•!00 SERFSSE DOORSWITH OWNER PRIOR TO PLACING ORDER. S360 11'-T/B'© 16'OC TJI 300 11-Z/3'm 16.OC TYP. 1 ! J 1 3 RSCW a00 SEwES Cw 16 GS, a+wEsr OWNER TO CONFIRM SCREEN CHOICE,HARDWARE I� J I © r=a- e a-]/e•Ro CHOICE AND INTERIOR FINISH AND EXTERIOR © 2ND FL.JOISTS ABOVE. 2ND FL.JOISTS ABOVE. j I ! s w♦o0 SERE cw+as a TUEn � COLOR. OWNER TO APPROVE HINGE PLACEMENT - - w : ai v=si'e no 'as u6. rc EN wEsr PRIOR OWNERTG ORDER TO �6EING PWINLACED�R LISi VE 22'-1 G 2 f LE SCH t00 EERES O I GS. TC EN WES N !g4pN a005 SE1eE4 Cwl¢USE, IT]MG RM WEST 1 r{44��uu G W 'Q U• I I !1 i'' `i 6-0 SEkE to GSE, .ITTNO PIA WEST ®IFW%` o V T 5T FL i-1-7'B•x 6a-La•RO FORM.az-IT I«a' � ! I I 1 I III' �I'! I I �e x-ave•:i'-0-]n'ae EOFM.aE wesr iv'I i�) fi 0-SJ/1.RO le G'.F. MNG PM 60UM G I ! ¢B I a-T/B-v 5-0-]/B'RO MNO PM SO'JM W INTERIOR PARTIONS TO BE O > 1 A1t•� , E I] u I 2X4 0 16'OC UNLESS N Y]0• •-0• 1 a9 --T'e•r T-b-]IB'RO iHiM a saiH OTHERWISE NOTED. ® ! ! !• ri`sie•x i-s]n EAo 1l5 a a]ScuTH ALL CEILING HEIGHTS 8 !I ON FIRST FLOOR ARE ! l l 2 9'-0'UNLESS OTHERWISE z COVE ED PORCH 1 ! I I NOTED. z ENTRY O �u we SEE DE o K PLAIJ A 4 '� 4 n _III hill LIIi G II 2X12 HEADED, ! I I I ! I TJI 360 T1 7/B'® 16'OC TYP. I TJI 360 11-7/8'® 16'OC TYP.I I I I I 1 I .' 2ND FL.JOISTS ABOVE. `✓ 1 ! 1-3/4Y11-7/8'2.0E MICROLAM LVL TO 3-1/2'DIA STEEL COLS. n 1 1 1 v ^1 00 2%12 HEADER I ! ,r■4�i■ `v 1 l iIi .IIIi •. ____--r__--____ _ ___ a laulnan' - ,^ 1 I (3)1-3/4 2.0E MICROIAM LVL TO 3-1/2•DW.STEEL COL.TO FTG.BELOW I O I `�—•/// L/VI1 11 hill , Illlll� i I ; l I c") $ u l Io OFFICE13 ® O 'I ;IIII ii I �i d x I ® ii 0 M DECK PLAN A a ¢ ^I I: O f ill� ' ll,ll s �I I; 1 II S N _ vi LIVING ROOMo eaov vz• IN T' I i s 2%6 0 t6•ae Ta IT sra.PLUMBING WALLFw cEumc m as RER owrra Ip IIIII I O BEDROOM #4� x II it III it �IIIII� li01 �I I- ® - j GCS-FIRED F.P. BATHRM 4 A_2 AS PER OWNER I '�ji IIII jl:ill�ill.IjIIIIII; I al ns w./ I Ill! 'II ill9'42' O 1 ST FLOOR CH: 1 2X 12 hFa'DE 2X 12 HEAD R _0- 13'-92• PLANn' w' r '!'11 'Iil' ' ''Il� IIII 8.4.2 4 8.24.24 I lip I i' 1 HOT_ 1/4" = 1'-0„ ';II Ili!Illil III, I''�II I �! I ,IIIII 1, 1' i .III IIII JOAN CHAMBERS iifl ' I ijillll�i ij (631)294-4241 20'-0 '-0• 1T-0• 5'-8' O C e•-o• C) 17'-5' Q T: Q) cy 2 3 L E n j 8'-0 PL.HEIGHT \ / \\\\ we ! a WIC #1 //WIC #2 I la I i/ 1 12 N �r 3'-72' -0' �• p• •_0• - \ I, 3/4 xn-7 a RIDGE _ ©©I ® y o \ I ---- --A�p o w o - In BATHRM #1 h - u'0'PL.4E1 fHT �\2,;•/ _.o 8 _ 1- (2) 1_3/4'xII-7/8'RIDGE- \ M \0 V� CLOSET CIS . ---------- I u BEDROOM #1 46'OCI ROOF RAFTERS I®6 ® INTERIOR PARTIONS TO BE 4 RAFTER TIES I6'OC \\ f� I O 2X4® 16'OC UNLESS ! CATHEDI CEILING \ X O x OTHERWISE NOTED. � _S.,e. LL w M% Ia:asrxNr mr.eo. 7 11 ! ll I I I I O BEDRM. HALLWAY I e r4E ano n eo�no w n. ( IIII I I, ti i I,I I� III V /� ' o � I FOR[EMbIC 11tE�5 FER OWNFA � i� II I 8'-o P..HEIGHT ��I•;{JI'I ! �I i li III.il II I It N I li j d J�I h 7 fGll.IIiIiIIiPII lal ` z I III I' II 1-3/4'01-7/8.2.0E MICR LVL zxa .xr.�R I{I G ROO OVER PORCH BELOW ��l 1 1 1 10'0• WB, IIII�I� I lllpllll ,l ti�Illh II III ■ W SITTING RM. � ro HALLWAY LAUNDRY I�II II °, 111 III y I WQ L{� !I '{,� I !I III �w �" -I -----� I�•� IIL III I I{'ll Ili ; !I 'I I�! ti9l ' �1'► `ua`roER I ® I V.! l {i I l II IIII III !III' 'IIII S J!i!I I W r II )ILL- 1 —J I I. 1 1 -9'-0 PL.HEIGHT I « (DI II III III III 2X8®16'OC ROOF RA RS® •-6• 2X8 0 16'OC ROOF RAFTERS I} l SHE DORMER _I I 2 fi'O IL.J IS III .III �—0 8•-0'CEILING HEIGHT txl IE40Eh ixtt IGAOER I I IIII 1II11Jj ll;i���l it I �J Z. 0 /ale• I 'Pjfl' yllllyj llJ Gllip� 'w hlI VA�/ E 15'-7 !IIII ! II l kl Ilg 1I k I� -I ,II,I.jI ' I /ar>�� IIII d�� Idly ' ;Ills IIdI � II y I I II 1. I Lt� BEDRM. #2 m BEDRM. #3 5 I 11J I1 1 LI' I I4II I I x W ! GC w (1� co 'Izxfi® s PLUMBING WALL -3/4'x11-7/8'RIDGE(21 1___ —____ ---- ------ BEDROOM 03 llll�ll III'il' Ilililli' l I �� Bx pQiliill ' III IIII�� ililupl C■^/■ Lo ! I l ! I I I I I l d F V I III I� I ! II III ll 2X8 18'OC ROOF RAFTERS- I \ I ! I I I I ll I{ l I g ll1 2XB CEIL JOISTS 16,oc 1I !I l ! I!j O C:) O tl l I I I CEILING HEIGHT I V-0• 1 j I I� I I I ry \ �'J / CV i r 1 1 zxl �xcm zn \ i I I ! I i1 a`.• I �® BA HRH. 2 B THRM.#3 l I {..- zxx 1 rs®14•oc 7. zxa L, s 14•oc I! I ! I,I ! It II 1 I, P @ II l ( I I I l )mu Bart a•a• rr we CFLMq aq a-0• I h 1 I ,. IIII I I II' 11 I�IIi IIII II _� uv ° �`3e xO; III 111 Intl II �liI�1 IIII I III +III II! J IFrr' I WIC #3 2 2 I WIC #4 I 2ND FLOOR PLAN 8.4.24 8.24.24 1/4" = 1'-0" 10'-5' •_111' JOAN CHAMBERS ° (631)294-4241 SECOND FLOOR PLAN 1/4" = 1t-0" C cc 0 AL 0 A3PH1L!/FlBEROV53 ARCWiECRNNL SHN¢E3 �• ••- ,.F .•-®• s -•�•,.• -- _ -_ _- __ - __ - A3APPRCVEDBYOFNS 1E AIVANUd[RP CM i0 BE VSiALLED _ - __- _ �_ GN ALL mDE3. w - :..m..,-•aa - - - = �. - ma ry l4N1£AL V<NUA aUTrw3 A1S lEAJERS ARE -. � __- - - - - TD w It5ffilFD Aw TO D ,,I TO ALL Rao!TPoh1 p vlllIDWl PiD DDC0.G3Wa ----- ® --v- _ ® ®, IW WILL BE-m A3E1t On EIXAVAtETlT..T.- f life ACCo -To MLNFACIUPER3 IN3T.Mn0N3 - .__TCP h'SIHRODR LOP OF AEAOCA61 W mOtIXTEPoOR�RwE1M�YA%IE�D INiEfd�����E ALION iOP CF 64MOE Y3 N'/ADLLCENT Wltlpp,Y Cfi1LLEa lL BE A3 s11DVrtl W E%IERIOR ELEVAnotE. © ®. �. �. ®:. ®. �. 6A53 SHN.L BE LqY E M®1Q.PE D W APEA3 YIIffAE NOtEU 0 wmornv HARDWAF£Wul eE roAanwu srnE s%,IIN wcrEl BwsH 1-1 IL IL vmTE scRLErs WILL BE sfrrL m!oR EACH w+r ® ® © ® (9 ow,�R ro APFR0.E H'I£pL%m.+Q+r a.l ALL DooRs RRmR ro PV.CINO DmER. � i WiDOfP SH^_VIER ELEV. 13.25 TOP OF FINISHED FLOOR ELEV. 12,0 TOP OF FOUNDA.TICN WALL ---_--------- -L L. i LL l I-L Ll L. L LL L LLLI�.I - _ L,- �L-TLZ L L f L I LL. LL L L LL ILL -LLL F LL �L LLL t L W L LI LLLI L L l LI LLL LI L L L._ LLL LI L l LI I_`L LI LLL l LI I LLL L� L L L L LL. L LI L L L l LLL LI L .-L. LLLL LI L LLL L LI LL L L y S LL Lt I t LLLL f I L .i L. LLL Lt LL L.I I. LLL L L L Ll _ L LL I 11I LL L LLB _ AIL i L LLLI LI L L I L LLl_ LLL L I I. L.I.. l LLL L I_I L L LL -I L L�iL LI L_LI_I I LL_ Lt._I.LI._._l l_L _ _ .LL�, LLL_��,k �l_t ELEV. S.0 AVER%a3E HEIGHT OF EXIST.GRADE ^^ i i I I Z Z I I 1 I ELEV 4,0 TOP OF SLAB ELEV 3.0 BOTTOM OF F-G. ______ -__--,T ELEV 2.0 HIGHEST EXPECTED GROUND WATER_ ELEV 1.O WATER IN_SAND AS PER TEST HOLE_ rn EAST (FRONT) ELEVATION v � z 1..1� U) NT ELI --- --- - O o 0 - (V CIO f= N1LL BE WHTE PZEI(LR EG.1VAlENT ItSTALIm ACCIXdNo ro hM1AFAClLPER3 VS1PLCnCfR smucnsuL allow mM.+<o w/werE A=ER p%!61RUCTVUL PD3T9 ElCA3ED IN I1'K DE YfHLE AZFJ(CR EOUVAIEM. EAST& /O NORTH ELEVATIONS Ii 8.4.24 INYLAE RAhi W6,[fd49 p 3lEP` --_-_—DEIX�•�-- 8.2 4.2 4 DWhER6��. I - ---- ---.1. I L_LL .LLLLLLL_.L. 1/4" = 1'-0" DECgNopBTAIR TREADS TO EE 5/LxB In __Li_LLLLLLL _I_LLL''_t-�-I LLLL LI-l_I L'�LI.,LLI_I L-i_l_LLLi,i.I� DECX 3gRnN]lO BE 1)1 p 1%pwPln:A2E1( w/Www voLna�rrwr�LAmcE. LL.LLLL Li L LL.'.i_LLLI _L_LLL�LLI LL_LI_Lj_ 11t_�I-i..L.LL1.�. .LLLLi.LLI__L' LI_LL_I �.___,-LLL_j LLL L�I_l:l i JOAN CHAMBERS ----— - FL__1 i i (631)294-4241 NORTH (SIDE) .ELEVATION a� n Y 11) P1lMNUA CPoP CAP TO B_WSL0.LLED N 0.LL EU3E5. lE ALIPAlaLpA OIIiIFAS ANl IEACER3 ARE _ —— - --- - — — - — o E u RooF TRIM a waaXaF AtA Dorn usIND 0 ® � F� YLLL BE wH1E PZEK Cq EtlNUEM WSTA— a CCO AN3 TO MPILFACTWFA9115TRKilONS AMD DODR GSIN3 TO BE IM{So.ELtE $S oTf .Wm 'TOP OF SUBPI.`�•`•..•�a: _- ':'_ _—_— EMIEPoOR 1 FWSH a WFITE PPoMEO INIENORS TNXNI--S SHALL BE AS$ WON IXTERM ELEVATIONS. 55 SHALL BE LOW E AT8)TEaPpim IN—S W}EPf W. —HA—E 1YiLL M TRAJRIONRL STttE$ARN NOFL FIIdSH ® HSL � A) ®- YHIE SCREFN3 WILL PE SLPRIED FOR FiAM TINT N IM�R HIDE PInCEA£NT ON>LL OWiS PRIOR TO `T I Z C ELEV. 13.25 TOP OF FINISHED FLOOR - -rOP 6 SLBR, _- -- --_ -_ TOP _ ELEV. 12.0 TOP OF FOUNDATION WALL--- O -L L LULL L L Ll_Ll LLLLI LL L I L L.LLLLI t _LL.I L I_L.LL L LL LL LL L L -1 L L.L'.L L LLLLI L _L LLLLLI I LI Lk L 1-L L:mL L I' L L L " 1 L:L__L L LL 1_.Ll I.LL LI_LLL L L LL I__I' l LI LI. LI I _L .LLI t i LLI. I I L Ll..t LI O; L, L.L.L L L L L_L L.LL LLL LI I.LL_ L.LLLLL l L _I L l l..i l LL I LLLI Lt l L.l _ L L. LLLI LI L LI L_t L 1. i_I LIL`L _L l L I Ll LL I LLLi LLL._t - .L l_LLL LI_ LL.I.LLLL .L LL LLL L L..LI LLLLI L.L. _I Ll L_L_ LLL LLl !L -I-LL LLLLI LL LL LI:L LI. f� .L L - L_LLLI LL ALL_ L I_L _I_L _L. L,1_LLLLL LI L. LLL ..LLLLI ll I _LI L!.L LL ELEV. 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