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HomeMy WebLinkAbout1000-44.-1-17 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ® �� P.O.Box 1179 54375 State Route 25 .` Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) c� �c •r Ce Telephone: 631 765-1938 Southold, NY 11971 "'�►` y®; f an7h ' LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: December 12, 2024 Re: LWRP Coastal Consistency Review for CHRIS & HEATHER MASOTTO SCTM# 1000-44-1-17 Patricia Moore, Esq. on behalf of CHRIS & HEATHER MASOTTO requests a Wetland Permit and a Coastal Erosion Permit for the as-built reconstruction of the 20.9' x 29.7 Y2' two-story dwelling consisting of a portion of the existing foundation piles to remain, extended pile caps and replace a portion of piers with reinforced concrete block and anchor to dwelling to conform to FEMA regulations; existing northerly enclosed porch to be converted to an 8'41/2" x 24'9" open deck; construct a 3'x13.6' second-story balcony; install new 4' wide by 17'8 1/2 " long egress stairs and landings on east side of dwelling; remove existing masonry patio, brick patio and existing septic system, and install a new I/A OWTS system landward of dwelling with new sanitary retaining walls starting on west side behind bulkhead a ±17' wall (north-south direction) to a ±21' wall (east-west direction) to a ±7' wall (north-south direction) to a ±26' wall (east-west direction) to a ±20' wall (along east property line) with 6' wide front stoop and 5' steps to grade; remove existing concrete front walk, railings, concrete wall, and steps in County right-of-way; remove hedgerow in front yard; and restore gravel driveway, apron, walkway and retaining wall as needed; add ±55 cubic yards of clean fill for the I/A system; and to reconnect water and electric services. Located: 55915 County Road 48, Greenport. SCTM# 1000-44-1-17 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. The proposal is inconsistent with Policy 4. The entire structure is within a VE El 16' structural hazard area. Structures located within these areas should be eliminated or minimized to prevent loss. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney Town of Southold R E C E J\/E LWRP CONSISTENCY ASSESSMENT FORM DEC 0 9 2024 A. INSTRUCTIONS Southold 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", then the proposed action may affect the achievement of the LWRP policy-standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. 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' SCTM# �� - El - s! 7 The Application has been submitted to(check appropriate response): 1. Town Board ❑ . Planning Dept. ❑ Building Dept. ; Board of Trustees �) 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity,agency regulation, land transaction) ❑ (b) Financial assistance(e.g. grant, loan,subsidy) (c) 'Permit, approval, license,certification: ❑ Nature and�extent of action: S: ;/Alt. Location of action: J. Ja� Site acreage: 6 ((4; a,�l�C Lot- 9'�t C' -a, ud o3o i`�ii L Ste) Present land use: M"!w'e nmr_i --ixo�'Li't;�t . J Present zoning classification: 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: ct?,0+ MCA x�tTt' b Mailing address: (c) Telephone number: Area Code( ) `" S<cs �l7 `t (d) Application number, if any: 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? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances.community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III.—Policies; Page 2 for evaluation criteria. Yes ❑ No ❑Not Applicable ja - e(r tua> ULL•���i/ a, �f�,YdVtCf" l.t;�'•.� Attach additional sheets if ecessary ? Yir Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria Yes ❑No� Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes ❑ No ❑ Not Applicable r � t(O-t-{lj�.Y' Alin— ('V)':Z ECG"((S' —rq c. cf)6=c Attach additional sheets if necessary NATURAL. COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section HI—Policies Pages 8,through 16 for evaluation criteria Yes ❑ No ❑ Not Applicable �� a/.➢1/'�r7ff�h Q cn 1`n kid ��CID�YY� �' 4hg+' �C' ��1�i�/}7 i y7 �Cf_ � w4 tbr � 1 ? Attach additional sheets if necessary �;c�c:"I Ag Ci Id C Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ®'Not Applicable f red Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish,and Wildlife Habitats.and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Yes ❑No❑ Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑No❑� Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No 71 Not Applicable 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. ❑Yes ❑ No L",I Not Applicable �1 d`s'` t:�11b1��Lt,,' Vnt e R1�►t�,�'�r� `��1)k U Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote'siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes 0 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—Policies; Pages 57 through 62 for evaluation criteria. I'es ❑ No ❑Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No 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 1 Created on 5125105 11:20 AM RBaiaion W.27 a o,aase W G .00 C II-16A n ♦g i� U 10 So 0 . I COUNTY OF SUFF 1' I � � I N d /�O a r III _ FOR PCL NO. i �e 0 g `o •• 5 OFS FFOu r a711 1a COUNTY OF SUFFOLK � f, 1 P$ /\ t "t SEE SEC N0.0.52 3 v `� -- --- o.. _ __ __�__ m NOTICE �;'"•z`, COUNTY OF SUFFOLK © E EMT,,— SECTION NO l E we.o..vw 2tl �»'RealPropertyTaxServiceAgency 44 Con,etRNo,Nvac,NY11501 w• tip M A P t0W PROPERTY MAP it Tyvek TyVe _ HomeWrap yan.r..•- --A ;Aw � - t _ LY.!'` ��t cif ^`�r,.ti ."w..�. - �.�4.•. - �r; t• 1 may., -. M�� . .,.-�., -.� 'ees`' • << a n . w a+*^ 31. a ROUND ELEVATON 15.5 ROUND ELEVATION 15 7 ND fFEL1963U0 TO GPADE GROUND ELEVATKN 15.5SURVEPROPERTY O I OVER TO GRADE ..................................... Y OF _ _ .......... _ . ND A •oo _INY,EL.A01� 15.rSITUATE��t ARSHAMOMAQUE ISLA gg 93 0 IN/EL 14.68 HYDRO AN 400 TREATMENT TANK T9.��GZR\�p P ' INV.EL.,4.LONG �pNG N�p EpUNO PK• x pN w NV EL 14.59 LEACHING POOL(TYPj TOWN O F S 0 U T H 0 L D BC1.EL.9.35 10'0 x 10'EfF.DEPTH '-5'51-) E NwP Nam° r� SUFFOLK COUNTY, NEW YORK 1' NAG 44 Bum OT.EL.4.5 � N � z S.C. TAX No. 1000-44-01 - 17 Tee � SCALE 1 "=10, HIGHEST EXPECTED GROUNDWATER EL.1.50 1 0 CTO B E R 12, 2023 8.4 \ x � X SEPTIC SYSTEM PROFILE MAY 25, 2024 UPDATE SURVEY NYSDEC NOTICE DATED 04/18/2024 o� M O NOT TO SCALE 8.4 TOTAL LOT AREA = 3,940 sq. ft. \> --1 x8.7 Znd� 0.090 a c. 0 � _�5 5 °5�° �GK 5cr�\� NOTES: m� m x a ee• 24z \ 6 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM , Z 8.6 % EXISTING ELEVATIONS ARE SHOWN THUS: x.x ' tw^ 8'9, �3fi -ter � EXISTING CONTOURS ARE SHOWN THUS: xx- - - -xx U 9.° F.FL. - FIRST FLOOR n q wo �' x 10 TB - TOP OF BULKHEAD OCT J O 7,._i "' \' Be - BOTTOM OF BULKHEAD Ln Ql k ' RPME •:•• N \N\\A. � .'L" 7w - TOP OF WALL 3• ::...':'•':'S'10 P\�\N�S..::•.'•::.'•.; N1r Wpm- ew - BOTTOM OF WALL SouEhold Town 90 ' ''''''''"''`' 0 ?' oop• ' ''"'`' ''''' rn ko" xx 2. FLOOD ZONE INFORMATION TAKEN FROM: Board of Trustees O 8.8 ;:;.:. X�S�S pN SR�Pp\R�p:. y o FLOOD INSURANCE RATE MAP No. 36103CO158 H & 36103CO159 H \N RE OR ..::':•.N��.::.:: 6E FS jam.' /L 30 ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); ZoExsT FFy. _ 10.0 .�1 BASE FLOOD ELEVATIONS DETERMINED 3.1 TOE a `` - :'.... ••'.. •:.••Na..... ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. x G�'"' ::c°R?° ��NDR.:': '•''.:. ':'::'.'•::':':':'::,'•'. �W f 3. BUILDABLE LOT AREA LOT AREA LANDWARD OF COASTAL EROSION HAZARD •��' •••'� ( LINE) TEST HOLE ::::.•'••..;::'•.'..:'•::': ••:::'•....'••:: _ - $ / i IS 1,264 sq.ft. 4. THE FOOTPRINT AREA OF THE HOUSE IS 800 s . ft. AND IS 20.3% OF TOTAL LOT q AREA. xs.4 � wP'ylb 5. EXISTING LOT COVERAGE BETWEEN 10' CONTOUR LINE AND HIGH WATER MARK (2,498 sq. ft.) 9. x \ 6 IS 800 sq. ft. OR 32.0%. x G 6. PROPOSED LOT COVERAGE BETWEEN 10' CONTOUR LINE AND HIGH WATER MARK (2,498 sq. ft. : :. :.. :.:..:: o �c\5T\N� IS 880 sq. ft. OR 35.2%. �D :::: z w 7. SITE PLAN & SEPTIC INFORMATION TAKEN FROM SITE PLAN BY ISLANDWIDE ENGINEERING x = :: ... II D06. \G kip, & LAND SURVEYING DATED 05/15/24. 8.5 / \ � F'AIR 1 1 ON TEST HOLE DATA N (N`"' (TEST HOLE DUG BY ROY K. REISSIG. PE x D _ 1 P�Po`r,N ,•;:. o :i:. ( 15.j �1 /1 6 R! 1 ON FEBRUARY 23, 2024 ® 10:30AM) (c o 10.5 P5 5 N,pP O ozo? `N zc�• / CA \ EL B.5' O, GRAVELLY SAND SM RO `\NRp PR1 CF .: ' " 1 .6 t s.s / / ' tip tiP 1 1 .. �;..;,;-•-....... RDA COpSSPC PSto 55�5 �O ON6 12 15.6 J E R 10 FO UNO 14.9 PALE BROWN SAND SP F�pQNO\0,N�pN\N6 may\. 1 TON 1o'i\N '"'x: :•.:`.`.•...::< ;; : N GpNc ►A°N' Mom° Mom" �/ � _ � 1.:':•;.�'•.. 65 50•• / o \G>Y 1 HIGHEST EXPECTED tt // j 14.4 �1�NG ? �. x 15.4 LNG• WAS GROUNDWATER EL 1.5 /12 / ! GRAB �- � � y Ix 7.5' GROUNDWATER EL 1.0' pR�AY V�K 10� �0? gvs`\O, \, yoo 20 C. 'PFrPf / WET PALE BROWN SAND SP 12. wooa rE wr�u- iZP�NG•5�y� / oy 1 12' 15T•DR\ N x 15.9 .p \• W ��TO���.p,�•{\� G�WpL1- ^� \ ,, q' � e. :' D° ' �E Of PA`�'� /D�.w•� D D • x_12 4 D' ppRON y D p UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF •' D .. ��� D � SECTION 7209 OF THE NEW YORK STATE \ EDUCATION LAW. D \\ 1_ OGp � W ° 2� UC15t0 - W p, \ J \ COPIES F I THE LANDSURVEYOR'SURVEY KE RING ND SEAL OR O A Y ///��� TEMBOSSED SEAL O BE A VALID TRUE LL NO BE CONSIDERED CEFICATION e e ° :e• \ \ � W • INDICATED HEREON SHALL W y b ' C wptFRN D O�+ ONLY TO THES SPERSON FOR WHOM THE SURRVEY %18U 1v O IS PREPARED, AND ON HIS BEHALF TO THE ° Dd • \\ TITRE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS \\ AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM Nathan Taft Corwin III • STANDARDS FOR TITTLE SURVEYS AS ESTABLISHED BY THE LIALS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND Land Surveyor TITTLE ASSOCIATION. `01I'_ 4e ,.R. ..'OF ;..••••• 'r ® Successor To: Stanley J. Isaksen, Jr. L.S. F p9:.�, o� Joseph A. Ingegno L.S. _� ��_•�� Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 MAILING ADDRESS OFFICES LOCATED AT :•4S0461 .••'• ���� P.O. Box 16 1586 Main Road •••••"°�Q�1®`� Jamesport, New York 11947 Jamesport, New York 11947 44 ISg��d�� N.Y.S. Lim. No. 50467 E-Mail: NCorwin30aol.com 43-147 i 24'-2' z r— -------------------------------------- -- I I -- — ———————————————————————————————— I W 00 I I I 0 I WN SUNROOM I Y IcoI I I I I � o cfl �X I I I I mz� I -- — I I U o �� I w [if ----� I �00 I I I I � I I 0 cV I I zN I I I I MASTER BEDROOM BEDROOM #2 I I Z n I I � FAMILY ROOM I I I I I o I I ao I N q�cti% .�, j —— I f�aD� c) Us cu No.021190 Q� 4T y� I I F O` NEB I I I I I I I I T BEDROOM J3 I I KITCHEN I I Q I I z BATH I I af I I � I NMP I ' W I ® I�\ � N I [—���0 Q)I � N M J-------------1 -------------L L---� L— —J o 20'-9' Z 20'-9' X < W Cf) Z � � 0 EXISTING EXI STI N G Q) SECOND FLOOR PLAN FIRST FLOOR PLAN date, SECOND FLOOR AREA — 625 S.F. FIRST FLOOR AREA — 800 S.F. DECEMBER 2022 scal e� 1/4" = 1'-0" drawn bu C.W.Kuehn checked bu; project no; 22071 sheet # 4 A - 1 4 drawing title EXISTING FLOOR PLANS V i —>Oe 20'-8' 20'-9' 10'-4' 10'-4' 24'-2' z z w 1ST FLOOR DECK BELOW k 00 00 icu 1 ST FLOOR DECK 1 I � U00 N 00 -------------------- N 2ND FLOOR DECK — (D _Ku -emu I I I x0 w< Cu 19'-10' Cu I V / ( 1 0❑ Z MASTER BEDROOM I FA ILY RO M F=d 0 VAULTED CLG I 8' 0" CLG. T. I i p 00 00 OAK FLOOR'G i 0 K FLOOR' I _ o I I Oin in I I I Q Z N I I 2'-9 1 I I 1 ❑ j ❑ I I d o ON o I %DCL CV) I DINING AREA � I I 8'-0" CLG. HT. :1 -*u I -+N o OAK FLOOR'G 1i I 00 11 -Ku c) I Cu o BEDROOM 2 0 ^ -- �i 8'-0" CLG. HT. o N -- o� OAK FLOOR'G cu .�nl 15'-4 C" _- I � CD IL I o BATH 8'-0" CLG. HT. ♦ I Ell TILE FLOOR'GLO } o BEDROOM 3 o j , KITCHEN , j . •8' 0" CLG. HT. BATH I 8-0 CLG. HT. co I J OAK FLOOR'G 8'-0" CLG. HT. m I OAK FLOOR G ^ I a TILE FLOOR'G ;o I I U- O I I '0 W 11 -0 I ------------J ------------ I a o 0 I I � En — W Of — ----------- —� -------------L — — L— —J � N o I lc� M I � o z a LEGEND �~-' Q o z x � LiJ O ® CORNER POST HOLD DOWN BRACKET = J O IM SEGMENTED SHEAR WALL _ 9'-0' 2'-11 ' 8'-10' 3'-2 ' 5'-3 ' 5'-5' 6'-10' HOLD DOWN STRAP m LLJ U D ❑ POST FROM ABOVE +� 0 O SOLID POST 20'-9' 3 O '-5' 20'-9' ® W O _ Q:� 1.r7 �-> NOTE dam; DECEMBER 2022 PROPOSED PROPOSED ® IN ICATE DE IN. 50 CFM FAN VENTED SECOND FLOOR PLAN FIRST FLOOR PLAN scale; ;.d. INDICATES INTERCONNECTED drawn bu; 1/4" = 1'-0" 1/411 C SMOKE DETECTOR C.W.Kuehn SECOND FLOOR AREA — 625 S.F. FIRST FLOOR AREA — 800 S.F. checked b� SECOND FLOOR DECK — 186 S.F. In INDICATES CARBON MONOXIDE ALARM Co ALARM project no 22071 sheet # A - 2 drawing title PROPOSED FLOOR PLANS - E '-0' 3'-5' .-0 '-0' 3'-5' 9'-4�" 9'-4 ' '-0' z z -� ---------- -____--- -- ______-__ w III co i m m � co N �N V) 1C4 I in 1 I REINFORCED CONCRETE BLOCK W ^ %D Ix x I 10 1 I PIERS OVER PILE CAPS Y ,� » I-1-{ 2 X 10 F.J. i I x"® 16 OC I I I I o III III III I I I I I I 0OLLd� N Cu ' . I O I-d- ILYL Ln — � L — � — � ryQ ckf N 0(0 �a a o l I CY ---- ZN ¢ < Iaa I 'I �NI I I_N NI I I-N NI I I_.NII I I I I III I c0 F, I I-- �I I I I I I -II x x X x X xI -- irn iM n M I ----W�---- �- � TT I — — — -----�-- —I I I A I I ♦ i III III III I � I I I �, ����,n.. �����',.`, ------� C3 I ----- ♦ I I I r i I I I I _____ I No.021190 2 p2� I X 1"0 F.J. r---- � I r--- � �T� OF NE�y Ul LLI + - - - - + I I - - - - I I I I I IQLi I Q Q -----J I ------� > I it I l i it I I I it I I i� I I I I I of D �NI I I� NI I I_N �I I INI o I I I I Q I IX X X X X XI i I li W I I I o 0 5 w a� C - - - - CD - - - - N I I EXISTING RETAINING WALLS EXISTING RETAINING WALLS C- z F- Q cn o z W (n z Z � L O PIER & GIRDER PLAN PILE & PILE CAP PLAN DoLc-,> 0 1/4" = 1'-0" 1/4» = 1,—O„ o a LC"> dare; DECEMBER 2022 scale; 1/4" = V-0" drawn bu C.W.Kuehn checked bq: project no: 22071 sheet # A - 3 drawing title ROOF/PILE PLANS EXISTING\2" X 10" F.J. ® 16" O.C. 3"X12" AGQ WOOD GIRDERS 1 I I STEEL ANG E ANCHOR PLATES I � I DECK REINFO iVVER D CONCRETE BLOCK z \ \ I PIERS/ PILE CAPS / w 00 00 \ 00 (0c14 I I 3"X12" ACQ WOOD GIRDERS �cV T.0_FINISHED FLOOR — 19.83' 3/4" DIA. STAINLESS ST EL Y M I I THROUGH BOLTS _ p 2" X 8" R.R. 2" X 8" R.R. I T.0_PILE — — X I p w LL_ ® 16" O.C. ® 16" O.C. I I B.O. LOWEST HORIZ. STRUCTURE I I I v , U I I ELEV.-18.0' I I I I p W �t I� '•: �i II 11 a p L0 00 I I 11 I I ii ii 0 c0 FLOOD ZONE - AE_16 — — '^b•. J I Q zN I I ELEV.—16.0' — - - - - - - - - — — - - ^ I � I 11 ..:• .b. il I x I 1 I • 'I I I 1 1 REINFORCED CONCRETE BLOCK N I I I PIERS OVER PILE CAPS I I I " I 1 1 a'• ..• I I • i i I 'a' I :i a��a �'� �5�n I I PORTION OF EXISTING WOOD PILE 7 •� 2" X 8" R.R. 2" X 8" R.R. I 1 I TO BE REMOVED ' 'y I ' No.021190 4 ® 16" O.C. ® 16" O.C. I 1 I .•..•I,: I 1 qT` of N��y� I I I I I I GRADE ELEV.-8.9' I I i . d•••I d. .I,�.: •.. L————————————————————————————————J NEW POURED CONC PILE CAP rz d r of w 0 V) i � 5 w Of M PORTION OF EXISTING WOOD PILE N ROOFPLAN I TO REMAIN � o CLOSE CELL SPRAY FOAM INSULATION TO NOTE: MEET H.E.E.R.S RATING REQUIREMENTS PROVIDE STEEL CONNECTORS @ INTERSECTION CD OF VALLEYS, RIDGES, 8c DOUBLE ROOF RAFTERS PILE 8c PIER SECTION � o >- 35 YEAR ARCHITECTURAL ASPHALT SHINGLES - I.— O Z HATCHED AREA INDICATES ONE OVER 15# ASPHALT ROOF FELT 12 1 4" = 1'-0" W / 0 0 ROOF BUILT OVER ANOTHER— 1/2" CDX PLYWOOD ROOF SHEATHING 9 J ROOF UNDER TO BE BUILT FIRST D = z O V) J _ � � O O ALL RIDGES TO HAVE RIDGE VENTS 2 x 4 continuous truss or ceiling joist Q) L� � � lateral brace at min. 6'-0" o.c. 00 Q SOLID BLOCKING BETWEEN RAFTERS 2 — 10d nails ea. joist double 2" x 4" post to 5" ROUND ALUMINUM GUTTER d ; ridge 75 10 — 8d nails DECEMBER 2022 1" X 3" WOOD BLOCKING gable end truss scale; 1" X 3" PVC TRIM — RIP AT ANGLE 1/4" = 1'-0" 2" X 6 WOOD SUB—FASCIA SCREW TIGHT TO FREEZE & SOFFIT ' draw l�; 1" X 8" PVC FASCIA 1-6 1" X 8" PVC FREEZE n b C.W.Kuehn double or triple ceiling joist 1" X 12" PVC SOFFIT as per plan 5d cooler nails at10" o.c. 20 gage strap ( refer to 2nd fl. plan ) checked b� 2 x 4 block nailed to each 2" X 6" WALL STUD brace with 4 — 10d nails 10 — 8d nails gypsum board project no; endwall studs 5d cooler nails at 7" o.c. 22071 RIDGE / HIP POST DETAIL a SCALE: NOT TO SCALE EVE DETAIL - 9: 12 PITCH CEILING BRACING @ GABLE ENDWALL sheet # SCALE: NOT TO SCALE drawing title ROOF/PILE PLANS _ I T.O. RIDGE - ELEV.-42.33' _ `9ti 00 LLI N 1 0 Ll \A Cu _ - - T.O. FINISHED 2 D FLOOR WI - Ln 00 oI \ I zl00 (0N Q�P _ JI / ■ \ J W N t— Q/ a wl I Q wl • I- Y�= a_I 00 / a a- I tY cO I LLI ao �I ` \ �I CO X I �O w LQ / T.CLFINISHED 1ST OOR - 19.83' _ _ - - _ - - \ I ( 1 m Z - - - - - - - - - ELEV. 18.3' 0- 0L0 B. . LOWE T/HORiZ. STRUCTURE00 / EL V.-1 - - - FLOOD ZONE - AE-16 I I T.O. WALL - - I -- I I 1I l N FL ZONE - AE-16 0' NELEV.-16. ELEV.-15.0 .- . ELEV.-11 ----- O--L- i Q-. WAL I . .i ELEV.-15.0' I I I I I I I I T.O. WALL I I I I ELEV.-10.2' T.O. WALL GRADE I I I ELEV.-8.9' ELEV.-8.6' ELEV.-12. ELEV.-8. I I I I —Li 17 L -J � ILL s w iqM J I— � u_t J L �J L' �J L �J i q F I L J J L��J L-�=�-J FRONT ELEVATION I I I I I I I I I I I I I I III I C I I I I III III I I I I I I III III --- III I I I III i I I `�'try No`021190 oQ� I I Y I I GIN Y L�J L�J L L LEFT SIDE ELEVATI ON /` - T.O. RIDGE - ELEV.-42.33' / J Z / o 0 c u' 5 w of C X ILL] � i I 00 �o t Q�P Z*z 0 I N Qom/ T.O. FINISHE 2ND FLOOR _ z l X tJz J I W _ \ o z 0 zl �I U U p LC7 0 \ I o (n LLJ C17 o I / - _ _ - _ - T.O. FINISHED fST LOOR - 1�83' - - - Q L LR U:I _ - - _ T.O. ILE B.O. LOWEST HORIZ. STRUCT RE_ "0' date; I I I I I I DECEMBER 2022 _ FLOOD ZONE = AX116 I I I ELEV.-16.0' Sca�e� GRADE 1 1/4" = 1'-0" ELEV.-15.6' I drawn bu I I C.W.Kuehn I ELEV.-11.6' I checked bu: I GAD ELEV..-9.2' T.O. WALL I I ELEV.-9.8' ELEV.-8.7' LEV.-8.6' ELEV.-8.9' I I I project no; LEV.-s.7' 22071 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LJ L L —J L J L —J L _J —J L — J L — J L J # -��-- ��- ��- sheet III III III III III III III III III ' READ ELEVATION RIGHTISIDE ELEVATION A - 5 1 4" Y L L L T 1/4" = 1'-0" drawing tine ELEVATIONS