Loading...
HomeMy WebLinkAbout1000-37.-4-7 Town of Southold [FEB DD P CONSISTENCY ASSESSMENT FORM 1 9 `2026 A. INSTRUCTIONS so N:NING BOATOWRD 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). 1 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 detail, listing both supporting and non- supporting 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 SCTM# - - PROJECT NAME The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees . 1. Category of Town of Southold agency action(check appropriate'response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation, land transaction) ❑ (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval, license,certification: ful Nature and extent of action: C7j G0N5r1Z6?c_,r P. r"fe�, r l=LCc-1. 72v7W I .9P',9?q /.Cj/8 7-caM4- APUAW 4 C C-K 1 �>� J��twrl36�i: ,E�'r'S i//tlE� :���`f i� ��%.S'i f.�i� /•7Ni� 1/19�%/4��. �!?C��c✓5��� P i0 Location of action: 35 Site acreage: C)a Z g q A c . 5 Present land use: 1�_i Pk t Present zoning classification: `4o s' S i r.>a14 C-c 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 e5 14U s T re°`l ��E-k-�Z (b) Mailing address: L t W 1 LL (c) Telephone number: Area Code (d) Application number, if any: N® 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? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, 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 Attach additional sheets if necessary 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 0 No 'E_Ihsli 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 M Yes ❑ No ❑ Not Applicable 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 III—Policies Pages 8 through 16 for evaluation criteria Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary 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 El Not Applicable 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. NA YN ❑ ❑ 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 ❑ Nd KN Not Applicable Attach additional sheets if necessary Policy S. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LW" Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes ❑ No ❑ 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. ❑ YeZ] No Not Applicable 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. L,NYes ❑ 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. Yes ❑ 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'VSKI 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 TITLE APL#1 f ec-7 DATE �� I 1 � f 4 � y 66LI I �. - r �1' i t . t � r Revisbns Ixaaee � oBSI.99 O1t100 oslaw ' r41 O1J1M y IZL OS21N ♦, p .yY 000101 Or-lady am�te �'F ram• .6 12 or-zeta 61 r � . r. m ••r, r a /��� ° a.t, �-�1 __ _`� a.r;r ��� as°�` .,'s..'S '�_`�____ ,� a`� •© ,"� / o�.y.d m�a 1aA1�7 4 ,,/� �� >r p�• �gw 4 ,�e` � ee` l owErdr W r t ,.r smmv Aaw 4f I ' �>! , #� � NARROR .17 WO 4 •"� ° � II �i °°'__ r NOTICE `,y 0:+1,; COUNTY OF SUFFOLK © E 0' SOIRNOID SECTION NO O„�,r ______ _ _ _,,, ��.Real Property Tax Service Agency Y p am µr a�N.o --- — -- -- rt.,.R I� ewmru�e.w..meaa.nrnwl A oar a�10 037 "+-1 •r p 1n 7000 PROPERTY MAP NOW MIRAI CHIM MY 9 23 25lJVD - 9 2ti 25 JVD �- 6"DIAMETER ENERGY CODE REQUIREMENTS GENERAL NOTES " Proposed building envelope is in compliance with N.Y.S. 2020 1. All construction shall be'in compliance with nil required International Conservation Code Chapter #3, Table R402.1.2 Zone 4A ..All of Building Code of N.Y.S., A.C.Z. Reinforced Insulation and Fenestration -Requirements by Components. 4 - concrete Building Code, A•I.S..C. Structural Steel Manual, and Steel Joist Instite Specifications. IF BUILDING COMPONENTS REQUIRED PROVIDED REFLECTIVE RED REFLECTIVE WHITE CODE VALUE VALUE 2. All construction is to be in accordance with prevailing PANTONe N87 codes and standards. When building in other jurisdictions, Fenestration U - 0.32 U = 0.30, 0.29 & 0.28 variattone or adjustments may be required. VSxify any such requirements with the local code or enforcement officer. Li Glazed Fenestration SHGC SHGC 0.40 SHGC 0.21 & 0.19 3. All materials.and-methods of construction for this'project . Ceiling R Value R = 49 R • 49 must conform to the requirements of all applicable federal, _ state and local ordinances. Wood Frame Walls R -'20 R = 21 " " 4. All materials for this project shall be installed.in Floor (crawl area) R - 19 R ="30C compliance.with manufactures.specifications and ' recommendations. ' 5. The Architect Dr Engineer assumes no responsibility for construction means, methods, techniques, sequences, or All windows are Andersen 400 series Woodright with Low-E4 Sun Glass procedures, or.for safety-precautions and program in connection with work. There are no warranties, nor any merchandibility of fitness for a specific use•expressed-or implied in the use of these plans. Exterior Doors are Andersen 400 series-Frenchwood Gliding Patio Doors Low-E4 Sun Glass U Factor 0.31 SHGC= 0.16 6.- The architects or engineers certification applies only to this plan. Alteration-of this document, except by a-licensed professional Architect or Engineer is illegal: H Exterior Single Doors are Therma-Tru Residential Inswing Entry 7. Architects or Engineers seal and signature only good for W 1,2" Doors U = 0.32 with Low-E4 Sun Glass or equal initial use.of drawings. Changes alterations or revisions'to re-use of'drawings without Architects'or Engineers approval STROKE voids Seal and signature on same. The construction type S. Contractor to verify all dimensions and conditions", before Z Z r designation Shall be construction, and notifythe architect or engineer of an 0 eln�elln�rills ulynOy aV• discrepancies. Do-not scaleg drawings, follow dimensions Y O �- to Indicate the construction oni 0 classification of the < W 9'.• All Plumbing is to conform to N.Y.S. and Local Plumbing Code U 7 structure under DESIGNATION FOR STRUCTURAL requirements. G * I section 602 of the BCNYS J LL M COMPONENTS THAT ARE OF 10. Electrical work to-conform to the National Electric Code and } TRUSS TYPE CONSTRUCTION applicable Local Codes. F d 1 0 0 ■ '11. All-framing lumber to-be Doug / Fir 75% #1 and 25% 92. �1 Z.0, GF" FLOOR FRAMING,INCLUDING TOTAL PROPOSED DWELLING SQ. FT. PERMITTED K 0 _ ■ ■ GIRDERS AND aaAMS 12. .All footings to rest on virgin soil os•'compacted'per code. Q - ■-a ■ " Lot Size = 12,606 eq: Ft- - - - 0 0 'o R ROOF FRAMING 13. Bearing capacity of soil shall conform to building code. W Z �� � First 10,000 sq, ft. of lot area: � _ _ (( � 14.- All concrete is 3,500 P.S.I.• @ 28 day min. C FR FLOOR AND ROOF FRAMING size of dwelling permitted ='2,100.00 sq. ft. UI tll m STANDARDS AND CODES - 15. All lumber'and plywood must be grade stamped. N7 ------------- Remaining lot sq. ft. = 2,606 sq. ft. 3 � N � V Z 16. Double support studs required under all headers 6 ft. and O 7 U1 additional size of dwelling permitted = 2,606 x 12.5 X = 326 sq. ft. larger ' ; Total dwelling.sq. ft: permitted 17. Double framing members required around all openings and below all parallel partitions. _. 2,100 sq. ft. + 326 sq. ft. - 2,426.00 sq. ft. 18. SIMPSON CONNECTORS, as noted on drawings and as required, W r Total dwelling sq. ft. proposed on all flush structural load carrying conditions and load J Z- path conditions. J 1,918 sq. ft. = 473 sq. ft. = 2,391.00 sq. ft. J 19. All construction must comply with the 2020 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS FOR NEW YORK STATE. K 0 - 20. All exterior headers to be ( 3 ) ( 2 x 10) except as 4 r 0 noted on drawings. - V. W r 21.. All interior headers to be ( 2 ) ( 2 x 6 ) or ( 3 ) ( 2 x 6 ) 7 W as required except as noted on drawings. J Zi - 22. All bath rooms without a window must be Z to with a } W Q fan vented to the exterior per code. O J io , W 23. Smoke Detecting devices and Carbon Monoxide devices, 2 7 ,c W electrically operated, must be installed per code. 1 3 w z 24. BUILDING PERMIT is required prior to the start of any work. ( 4 W J ' 25. It is the owners responsibility to verify the structural' d: N 'U. 4 stability of the existing foundation footings and foundation walls for the proposed structural*loads that are going.to ' be imposed with the new structure. - 26. The existing basement headers over the existing windows and doors must meet the structural requirements to support the proposed imposed loads from the with the new structure above. /1E AqC 26. The existing basement insulation must meet 2020 energy conservation code Table R 402.1.2 for Climate Zone # 4. 27. All dimensions for floor and roof trusses must'be verified a by the owner and or contractor before detailed truss diawi6gs should be signed and trusses manufactured. a7N0-02365h 10 OF NE'N ' eNeea• owte 9 2]' Zo25 •Gus .we IBM HUETTE►11AOS ER PgSGRIPTION OF PROPOSED.-GON`11'RUGTION *NEW • pE1noL1T.lON. OF ey isT%NG FIRST f=L0p12 ANb 4.0,IgAt.M. _ • L.EGAC.fZE FINISHED gg5aeneNr • GON5TRUO7 PROPOSED FIRsr#.wlp SEcb►,tp FL.oOFiS or11 seems" 4'I'_.C. In r 0 u W [ d1>0- 0 = a A W F 0. i 100 X 7' oH.DR 9*7' S.L. R. 807oS.L.OR. O J Z EX IS � ;�.0 TINc.: CRAWL AR]LA uf .f utin in F of EXf>ST1tv�G"RtCRF1.•>rlQAt ti' O ? tv. EXISTING }.ND PROP06Ep - AREA }• . - I . STORA4E Rt^ MA -UTILITY RM• 7 -f-- -Pt'LAPdsev-3/x� i 'EXISTINGI DASGMGNr crRDER } GIRDER PRoPoSEo 3'/t' SUPPORT �XISriNG pASiMiNC SUPP*gr COL. I COLUMN Alb REQ'D TYP• SuPPoRr GOLVMNg AS REQ'D TYP. ,PROPOSED CONCRETE -PROPOSED -3 COLMN su ORT" - WAN SUPP0 RT GONG. r C.oLVMN-suVRORr cow►wNs AS tSCQ P G L RoorS RE7D' PROfbzeC Coat. r4. IN_4 lNa A FOOr ^S V 0 TYP.- 1- ,. Ell- _ T RECJ'O T`(P M j •� - — - _ -fC!-_ - - -- — - PROPoaeD 'PICePo�-+61�.yVrPO@r colvM.1 } ' 0 .. t N SdLID W IYN CONC:RC�'E. ttr�rnw 3; �r - cM U140rr. AND �'O rmt!stpss 77 sa" µt- of THZ �o�.�a�nrt 14"MIN. 0..`4 N O REMOVE•z%t5rING Y`}•r C.E1L > 5rNtRS Alto tN$TA1-L .� JO 0 F .2 X PROt 0 F.J o.F..4 LX 10 F.J.Qt t4.•,O.G. ,1, 27 A5-REQ oc `6 PER GOOF tf1 } zej r _ NpR" J e tL' . . E%tST1NG' j _ O � IN3T7ULL It-3oG E Y W y STOECA4E - V X._i La/ Ic -PROP05ED STAIRS.AND W IL 6ATr INSut•Al'ION M 72 oft0 JA O HANVRA1LINe+ r$R CODE IN FLOOR J0"vr MOA, CRAWLARM_A 0 r a 4 � 4 ; d � vEwT r G �`tY_0 �'-e•10 HC01=900 k MIN - .REQuIREO oN XLL 5TA1Rtj Q� ' OiNENS:LON9 FOR THIS PLA►I I O_=D` 1-1 W RR8 T#KEN FROM . 4641-.rRUC.TIOa P LANs 't 'SURVEY DATE.O[WAY j,2025 •fir,y0 bb J3^*wAVt4 r Eh 1,411.0a Sat.Fr. J.V_C CRAWL ARIA s 507.00 gq• oww 9 Z C 1025- EXISTING BASEMENT FLOOR PLAN Ex,-.rtNa C_owSrteuartoFq 'All-hM'T fto Sc-ALE; Y4"n 1�-O" NVi'i?SRNNd!!R tnasr O �5MOKE DCGTriCTOR ANC. eM :� ieARtSoN n,�onlo�etDE 131TFtToR / or�� nwsss R■vrlo�w w l T I- f - � • � F 1 IQ'X 7'"0.K-0K'. '807'...5 L-CIM. - $4D70S.L.DR. CRAWL. AREA - d► ! 1 d p p 4 � EXt9TIWG I�INISMiD HXISTIiI'ia FIIJI 6D r 2 DA6iMRNT S'Asw w.. z .� Mlo } I 12._`♦ ` +�''x:(o•' CONG1tET1:"I�T.G•.Wr)"F{. 5 0lr-,. l*%kffRa 7N 6pTH'�1'R6tT10N TYr $=G'X2'GN 1=0'' GONG. FTY+�iNlTli — GDM'K":'FSG:WITH 1!. . >W 5 N OR...RE ba t 0 w Rces�R �- `•DIRacTtowl S`IP. QfRoppg'rty::.`3S�Z•• '-STL, Z-4IIpGLy%: Qi.'11arOrrN Y 'SVPPOfiT GOL. WITM MWV'f11gT1GM"rYR 44 - -- ,�l.ZZG`MaN,wwLL rNIc.KNE55 'f t N � J`' - .ROPOltp-+s+��a Z J .SrL.COLOMI�.'� - ` O' PROPaiio t V n..i i3 o"DE 1i>:Movaa z x to.F.� m Z'n u" li r r _ w z bSTAIRSr: RQPOfriD C tv•oc- C � 3` 1t ( �`C aLXIT/41NL 4�R0lR b' j raS � w CLES ktNT JLI}O �: teernR:�vR g-r) pr iFX.ISTtN4'5TL.StIPPDRT d '1° 51 f: . 'cOLura��ts^rr�. • t?+rtoloorso B."X.I[o GOIKC. �----- -- .:�.�. •CONC. .CLOs.K FOONDgTIOhI 10_iiO Z-7 �1�/�gRg�OF�S FpR.TNlte CLAN ALL .Yy1T►1 �/s /H�Hor2 . IbOLT.S" 3'�O'D.G. /AAK .wr:TM. WRR= =AV49m v&PAPA"cakAs ltuLTlGwI PLRNS:-VAMD//tf12o11 Nd0 A ` •± 9rMPSbN bass/e=3be�wutc..ruats SV�aY.DATRp ZZ, zcx3 . OF t1EM1 AS-Uc"v . a0■no. Nl7aLT•MM�fIR IBASEMENT STRUGTUf NL PLAN �* o~ w 1 r�■r� 2f'-O � EX'ISTINt, v�cK ' ANO:.:.STAIfi LIN6 - o- oN �fd 2z0 - r X fST1 N4 Q - wcK a.R<A— 0 •� 1 O . I D L E4M I FLOOR . � I— — — � t 1 0 ID I —I NIN 7 0 FW41oo80-9 ' ;; N .— � - i!A - P M N • i J 'r G• 14=0" G" -52.'-4" ± I f3-fo" 4 0 r r Y q v 2•.o . I �D.IN ^FLEA - so p:FPI CC ! Iq < w I N Q .o N M. I M SD n on ❑ W N O 6EDROOW�Ik f 1x p 14 4 FI I �° crew , 3. 'w �O-� AI � kzV 3 Z 4"5-2: I G G'-Ii' 20'-2' ± a. 3�_0.. 3• zs.`o b I N 1Ef-�_ e •� OD 0 .. r I Z•, z O t :_A .00f4t I � Z0 Tt W0Y 1 >3W o v+ 4�d' 9=I I ., O 4i � d o I TW2a32 7W 20 f3' GN1315 .. 1\ �F rSo w r�#;is#o TW26bt 1 I + ivu 1 ib � _ � cwX.�35 cwkf35 •* I I PRCrOSEfl RooR �t�D SMOKE.DETBGTOR `� I x 2=0 CutR►+N►IG,.LINC TYP A SD — xN I a-5 r SFIiQ'Kf� 'DlcTB GTpR 1►.NO -•— at C� —G.hRBON.MONOXIDE DtTiCTOR - I I b i •A s� FlW ackI71111: 11t-7" 8=G" I <0 � 10=4 I®=q" V[NT.zvr..TO..AMT pR IDR - 4 13„ Z,`„ Io'-z" -If" Z-1~ 6. n .. 3'-�.. 3' >=T. - V - KuaYraep�plf�R PRc)pOSED FIRST FLdOR PLAN I I — ` 9 .1G 25 JVD t l 7- Z 5 1JVD 49.7 9-6" 14�-s" 7- lo' 7�-10~ 7-10" j e'XCbTTN4 COCK GI+L. L C PROPOSED glow 2co r— — — — — — — — — — — — — —— —I I bp4It�;4; 0 a : d y s i o I I us az < e , ,r r FWG 1008E.(3)(13A•)(11/a*).wc-1to-t.A►A L.V.L-.QONTINVOVS 19T,:Y1 �� fit 19")WAICRO-PERi&&wr(R CaIRDEOtTO BC INLTALI,.6D .-AW-L.V.L GIRDER� i �AVO10 06gRIN4 POINTS OVER ALL. J s 1%WINDOW*A o DOORS OM WIRSr AND Zen prl. I + W n;+- `;EASEMENT AREA-_MtY END.CONNECTION Ko Z w l! 4f.1- O M A S,TL,COLUMN TO OF C.O/JTN1uovS CIRDEPCoVER /NvY <N ( eFVLL`f SOPrOWr 41RDWR SWAR•INC..POU•IT MUST HAVE AT LEAST m�) T0:0wkFSEARIN4 POINT TO MA{NTAIANo NE%T ICONfi1Nul.4 L 0A%Wl•IGw OF THE CIMOSW. �j WICOLVlwhsaLov+l (SBC (9)(IS4�AIis")MICRO-LAML.VL. VLLpJZllTO $IJPORTRLoO0. TRU59E6 6oLT6D 6 q N ` 4� I }I IKS RWQ'C TYP. TRU£ VJITti`/� �LaLx-a Two RoWSe. 03 N' W Nh�K� O N : t of Lp 41 IZ"O.C..ExLEPT AS NOTED 1- Qj`� 0 W r Z < _ f I ELEV. p M fff��� Q1 o W �.p l U ' P < Z w o {— elalRlws. C.� ; kid aiywu: Ob LL Np _. o p ` I Aso aa �� 3 _Q 3 Z Ic to 1 Ss � i4 •n I Tw2EDZ WioSz N'` 1!! GKi7J's°=Y'tT t •y_ PeRliaaraRal[orRT%WZSS%O. 1w &Sic , • TR�O�N..RtCR7F' t _ aw 1 ^�LIZQ � •• w • 1 IN rHEYONGCALHp 3PAG.! iSI'•'TWEEN 1 •1'O,pyy6'+a' " �,Vrr , THL F1RST RIOoR GYPSUTACeILW4 0 1�-7 8-� M yl k cl al. 10-4 I O L 9" BoJ�1LD �41yo THE 6ECow D FLeoR zlO!l I PLY.`i.)o bV®-R1-ooR At (STOPPING SHALL. G[ pRovloaD roR ARtRS Nor(r'3". 1=G` to'-Z' V- 11• 2-1 4' 3=7" 3�9" .3=7" GR=ArERTHAM Loo0 So.FT. I W1TH IIZn M1M, GYdsuM 16eARD J.4�Cr - • :9 il:•• Zo25: 1GUA >zo. • +ate IiIY. - PROPOSED F%RST F.L-QOR 5TRUC7URAL PLINN ' i o►1 1 ass ' w • � Irr - 30�-_4 _ o �, • .. 0 0 „ N a 0 {- 1 ;0 EXr.ESttoR .DOCK. o i I J bf AR 0.1. `N FWG 6065 L AR3T AR31 FWC4 6oiBR1.0 S `O I I =� 0py i2' � Q 0 U r ,~ I• Ec I r 20 O zo P I I `' r 3 � NLn tJ V I I U I 6R.-* 3 M N SD CL.I CT.. GC. M I . P I o .—,krnC rKP v 'O I �O AR29B/IRia1 �f ��IWALU :AAvtz I S I O ` Cl: _ —{pROPoSFiO ROOF N — d 3 •P. I oVERHAN4 TY? I ( , --A�RaS OR,To -1 Il ELEV... :o _ -. JwGGESS DR':TO AMYIC AREA._ STORAGE V TN.'*��."'T,YP.PbD. oWzparv4 III d j• - I WISIDE? of ATTIC.rcceSS Doors rre, ROOF BELOW—> ROOF.6EL.aW pJ ' , O L OVER AL SPRAY � :. :FORM. INSULATION s III Y d o �! IN.Arrtc srn�c..aE I 4✓� V r .' GA AS Ra4'O-rvto 4 rwrmtoR LL \ 6lLOW\� ( 000 _... _-..... rY iSrAIRS_LT>' ✓ �t�p 2=0 3�Z.. 3-® 6=10" 5�-0" 5=1•0" 3L 8" ram'Z" z_p iD {5plC0KV PE T.C-GTOR . ' OF IIEW 5D AMOKG 4• Otr=CrOR AND 30�- cw —CARIIoN .MONOXIDE DETIIGTOR ' tt p.ROPosED p'AREA° �73. O J: D Sad.FT. MAX, ewwao NS &M-ruo I+ucrTwNws�n� PROPSSS'EID -__5EGOND F4.00K PLNN ••... SGAL6: � a l, O„ r Iwtwow� tn► ..30'-4� r ' W . Z=d s' S'-'1` 6:=a G•_o• 4._0.. "-5�9� s z-'o . ., � r Q F 0 — — — — — - - - - O � 1 i 'p }/. I►itGJ` ARfi 1 $ W =o r r Z Y 'N -FWG ob 6oSOL ARWr* ^REI FW A GoeoR � N } L/ ( 7 _ !° o I •y�C I O ( �'t=�f r1'C \10 u� u) p O p 0 • f - ( °�� 2- - - # '� M wk�. f tr PJ I ROOF p ROOF I 11 O44J� lL`�Q� 3 M\ F 1 1 I \ Russcs F TRU536t' L e� 2-1'`-O.C• N a NK ba �C I 2X15 -,.v. v. I _ O 2Xa K:R. Ec 4 ROOF TRus5E5 -0 P Z9 c.o. - II" �� / I r• LISA"Xla') ►AICR°.- D:N ki!A:K14 )./MICRO L.AM J Z LAM RIMAS 'p CEAM' ARZ81 A81;t11 ARCGI AK2e1 .. RlP4E`8e.'AFA .I _ •p J . ° lY . _ u c3x2rcrt'. 9f Ir FIEV. RnoF Ov.Q3i� � X I IW6 - Ef ° HAN4 LINE j C AaovE" "TTt A7C1 y v W > n o' It Is 4:Ai o L��1ly "M r11V�T MAIATA3U e0 4 � K > p S Y k �- + F '�.'11 u Z >` : a/ p �oR Kil STMRS 1+� N pK, L�SP zX8 R.R. 2Xj B it,(t I g 4 IL t .. 2 xe R. — e KeoF L.T.aa. B6ww �t � PRovIVE 2JL4.KNIL! VM►:.L. off T-opOF THE 0)G1114`X 11'7�/°MtGRO- I 1=0 3=?+ 3'-8'' S�-I.O" g �•Z LAM L•VA- PWLRI►AaTORCONT\NUOVS r-McpaR :o -ro suPPowv* Z X8 ROOF R^FT6RS A,dOVe lo NS KEW v - OF NI"NI 30'-4• tr J� owr� 9. tt- zozs sow" mucrTZMASUR SECOND FLOOR STft_ UCTURNL. PLAN _ • SCALE 1��' • 1'-O" or 1 1 n�rp ' �OtSIO w 1 r r 0 i Z r 1. RIDGH LOUVCR � -}-4Af LIFUTIM6 FIOOFIN4 LYSTt►�"P. Y 0 I.ABTAL STANo1Ncw SEAM RooFlN4 I <_< -OR rep. OwNER� j n 1 rYPe ANo coLOR pE1C'OWI4tR) h/1`X a PVC T'RI►II ► t.. TYP. J AS.REQ`P _ HARDIEpA\i!L 41LRTICAL SIO1N4 gtXB'ttNtLb Y 0. TDI,Olt p1t0r09QC ROOF Rt1746 cApARN.IL. OR SMOOTH 1/9 NI►ROIIL TRINM bATTtw r J 8 --_ S X 2.%*% c. RSMOo % -TYI•t F •OAROR P,R evmlLvt) � IA1 C r f -- \ 4R o c P^"IA^DOARC TYR - -p.0 ....- IXIo' pV .� D 9/4"X8" PVC TRIµ BO. WITH. 1)LgPVC. < r r I SEC.OF40 ACLOOR CE\L.ING LINE Pc onNtt.R-- �T'KIM 6D.OVER f4dw e T" V. V c of.lto .2 F :. Sri }�1Z► Q44L la-'s I _ _ AWXK-b:N 400SERIES C.IRLO V4utvow I -.--- c.� L _ OLIL_ NO WALL rYr - `t "fr` 12- I2 _ s - 12 � 61 -- --_ ------------ - � �S S R1 r, P OF SECOND FLOOR ,^ PL.`f.Wvr �p ♦ t tl► a� "' MtRer FLOOR CEILIN4 LINE Y N AND 6'ETWEERIMigfrb PtR r\.00I[NC w I t 1s' r Zt M ►LAtJS AND ELfYAT10Mf ^t RE�Ia 011 p µ1RDli-PLAIJ1t LAP 01DIN4 ISEACQv �1 CIEWMhA1LL OR ov AOtD sMOoTN - pfpaAT`(pe /►NO G01-OR PtR -WN60 = z 5/4"x4"PVC CORNER 60ARD T`IR 'Q (; 1 Z f FI F�FLowR FIN IbH FLOOR 'o D ~X0 + �f44•a:)t I- pvc rRIK 60A0.D w I T N - - IM"D Dft%P. 19061L vrLASHWI:. T`fR •t." L_� `r' FINI�M GRAoC I_INt rfP tel ��% a_ 4 • iX14T\NG t=OUNDATION - --I rL 1 fill 'AVG.C*XA*!t ILL[V.17.5�.bRTwttfj IRRONT AKID PItn+R BLEVATIOPAV I 1 L i it N I �ROIRRTY PROP�.:RC� aNTRY pTAtR'L w1TM r M\N.P%(C o0AR0 A*, RICO PVC DtcKtN4 CT fpi ANO COLHR 9 Xa TRt;ATtta RATPOI\IA qGK - �dq•'7-46 PYG.TRMf, dOARbS tU*POR�C'<.*LUNMN /h+dwp PIER'OWNER'Ai MOOD /4S SNOWt+ ON 1sLbVkT10N " 6TAYR'TRi�OSF' A,tJCt.RISERS T+D. (, qS GONCRiT1[ CdL.VWN Geaay.L.Y W\r.\L SL1/1.D\N4 ca"It PIQR ","U 4Y» 1 X B"Pvc"LR1b1C:.)SMRD As aceatfl TYR of l RLRvAT lows T�f r. lµt\TALL- S\MPsoV 7t Afuy�L ADJUSTAbLt AND STAKIbOif �obT d►Si ON sAL.H 411K4" 9 21• 1D2f- buPPdcT Cot1.tl.ItKa Ai Ritl�D As OTLp. . FRONT "ELEVATION a s SCALE : " . 1'-0" WIMpoW AfSoV1S , --pLA�sHING A5 R!�'P TYP• GHF LIE[Tlf.(G RQD•IM4 ♦YbrEM rYR GAF ROorINC. bY9TEMS TYP (COLORPER OWNTR.R ah• PLY•WD WEATHIU4 TYP. f/i` PLY.v4a SIItAT*If.K. MIN. It. 2,XIO 'R,R. NAILER R'•{9 C.LOsap DELL SPRAY l2' MAHVf•ACTVRE ROOK TRV1611s P[fal4f.1 FORM AS Rf fSI•f IN5rALAT1oN As REOP oTN6Rs 0- 24"O•a- AS IREe►'O. _ Zxib R.R.e- 1610.G- TYP /-S 10E41'0 bD rY.P• 1/2"e.YP, bo,,-A5'Re0'D TYP. tK4 FRwMlN4 C M-O.Q.TYr a-4C1 pArr IN%VLAT10.1 M1N. AS 1f;RQ'D R-LI iATT INSVL.L\TION TYr. . 1/2'PL`(.WOOo SHEATHINGTYf. INSTALL $IMPSON�t LS5R28Z - 14• TRUS6. _ 7CX6. O.n' RI4c.tRt.t 14. O•,c oN 240 HEXL MIW, FL. bOrRIT-AND RX& COT llfe.11" Owf SLOP GAbLC/SKEWASLC Ifs PLC 14".O•C. AS R!R'P %twlT-tR *"4sm oP/ S.Ac.H ROOF M&I-TER .4S REaLP TYP fXlo IVC. 1•Ag1A Wo�LftD WITH IKs b V fS FASaU► TYP: - DETAO L 9 - 1 of uTlo sor�lr. �� Rfi4 0 I/2 c.-(r:Bp.M►N TYr, .. IX4-PVC TRIW\ftaA1p0 TYP. 5CALE. ;���0 1'-0" f1ASTALL $IMPSCM H1.5 IIuRKMAN4 b" PVG TRIM eO/VRo TYP. TI! OH EACH ROOF TRUSS TO '- voV6L1S tOf"WALL PLATE 1115T71LL llNrlWd fi Gg16 GOILtP $TRlpf af:Low BfiLoW A,s REq B FRck% 2Xfi WALL yTVD DOWN OVIR r 11fif.D OR *d^.L- STUD aiicW Y 1NSTAL•L clMrsoNykRSrlFROtr _ AS R!s'DTYr a . :WALL TOP 00WOL11. PLATC:.TO OI1C 14 tt ;5rV0 BLOW AS Rf3Ai'O TYP. RIDGE LOUVER tBf (21CIo) 111:ADtR TYr. .- X%f+ FRAMIN4 Q I(r"oG• TYr K,-><I MTT INSULATION TYr O r I GAP'LIFCTI►AE ROOFI144 SN(STEUA "P. WIuDOM1 6BLOW 'LCOLOR PGR OWN<RI - E O 1/1, PLY.WD.SM[nTT111-IC. Mlli. T`tP• RETAI I. c1-�. FIIP ROOF TRUSSES(e° 24,ox- AS REQ�O � 1 . DtSIGN OF 'rfW*SVS BY OTHIMS _ FROM AVG..4RADC 4b.5 r 35-0 SGALc •'.m 1.=0". if R- 19 ewrr I►15, LwT-IoN I . ! . > 0 33•-(�•�. 1,-6�, 6AR LIFITIMR-...iIOORINU L1il.. .( Y O SY$RM TYP• __ _ 1 1 Cc*L • - O _%,& O.fT RIC.C.6R•S t Z.4`0.c oll PlRawNlR -� Ms �'S6 AS AEA'-G TYP ----- - Z p . -- - - sin Dar►.IL a AI.L HAR016- PLANK t-AF 1�'_T%ms ;^* L 1 GEDARUMUL oR DEQbtD 1'X to WG FAic,IA tOAA�TYr C3)(2X.lo)HMPRII - I X 10 PVC. FASCIA 159: WITH 6MOOTH r%(*i Am I-It 1" rVG TRIM e1AA0 r`tr. Z r p I. {- I x 8 av6-rAsclA so.T'(P RIM COI►!O TKP. ( N ARatil WWDOW HAPDIE SOFFIr VCIMEI7 PANELS A,S VaLawP. IMRDIEFANtL Y[RTICAL bIDuW .'LM_.Jr-M W UIDOWS (TYPR AND COLOR PER OWuER f �•x al.Olt 4'!L 10• rlol[Lt ` P,V.C.TRIM6P.W'IT!( IX1 P.V.G. CON4TfLpL.T IN3�ATED CyAKfl1A1L OR •IArelr/f V46TV ('S)(Z X I o% 1411ADSR DeORs- „ I 1 F21M SD OVER AS R!Q'D T-If• �+LA44 1'tR LaE1tT."f Co06 ZX lo`_NML61C AS .EilQi'D SIZi AS Paa1 O _ /4'MAER�IRRT�11�MrrEN RWG 6o&0 4L.bp.. e . B -I MIItM. �IN`K i.i"•RYITIC p SS! D rkty- IZ. MAIM tR 1"OprM t•TYP! P.V.L. pEGKING TYPE FiR OINNElS • TiKF-ITFET17A�b ROib1e.5Y5TiM:TYE A"W e�rrfRrtn�wNaRl J WIRE RAILINf. AI.1D'surPORT _ q-1 s,ly - (coup"..PRRoWf.ItR) PObT (TY'E PER CWHIMI amn. rRopryAD ►ROIOftC 1/2" PLK Wp 5NEATMlM4 MIN.TYP «IbVt JiMO Cew11.T,{T.VCTION' PER 1BUILDIN�. COOK ZX&'MK.42.lo"O.C.N1W.'f"(P. SIlIN4-►ER'tlIVATIO�+ Io-3�.. $1lGC�MO SToRA4E 1\ St-Act-LL01ED G<LL SPRAY 1fLccut=... AREA -'� OwAWINlb T'T 'RCRM "I4l4VLAT10N M11J. (LAM®ITIOMtD AfflIIl (COI.OIT.IaIlp ARtA) I 4YI.fiD. IION�WRf►P' TYr. Q , F.F. ILEV. 29.65 - _ PLY:W/I.1MfJITNIf°4T�fr ... XIO'FVC FAiC1A iD. wITH Mj(6' BRAWN li•'O. • I =1K8 M. ULivsa . r I: -� - - - =-X4 T IIrATfD$LlRrERi )< O"F V G TW I+l OD WITH tILS"IeLOOA Jo6T3.! '46�0.... -- - ' "it k ��TY P•T ~ M V H 'A.*A 17L�_'.'Pvt 7ximoD:OVER rVP _ CHED TO Ci/RD`LR" / 11- ( s$e o�TAlt j - reC.01M71" GVR6ELS 1N J WITH d411sT NAN4ElSi aoswfsf. l�la----� , 1°-f' 6XT>i=RIeR'iMALLIoNSTRIIeaIDMt � >F, ='-O•X •2L0• • y 2 10 7 AND D10CKED'llaW 7ND' ; �I 3/L'STECL GIRDEit Al JCEQ'O TM1f Astu^ ></�•X 1 GO<1iSR•bOAtDi } �.. p a J Ar EXTwootWALLS'-As RPq•D f-.ixt forreR1oR I SUrroRT COLUTAN DECK 0'.J;-& •.. bi-{ONO AS REOPD %1":MIN. P.Vt•o0A•RD. �A iftlon .'..WIf1DO AM AS >'. ,. tj pEd It 8.'..N�IRG 4'1 MIN. 1 OUSE yMg^p TYr. sub-A" ON.'b1:EYAT101iS. Offi"at.MAx. �� C 6lLnW CN'C'i'P1tOR:.-RII�N 13L. .1 �f. PL`(.aAIQ SMIATMIN4 rYI. 'Z IP b =Y S (3)CliJ(I'�Y'I1"�s") IVi1L71(0 CAN1 II r ` 3I(GRRMI(1Mbe 1(."904-TYr iMMS RAII.NILI'P[R:R:OOt I ICYL L.V.L. P.ERIMETEI( ccnri IIONb PA&MM o h -0 aZ^21 DATT,019ULAT1oN TYr• _ `(P! I C>< - ■T tR wlMtfC T Y' GlilOt:R'T`fr F1RbT FLOCK II. I J jZ"IN DErTH 1'Of''"CORD (CODA IT10►LEO'2I t•,F'-GLEV ZO.1 p ' ~ R Q 7 btARIW. FLOOR T12US5l5 ( - - - TKt4T1Rf'1Y1►l�� 00 14'1 0.G-Dt514NEp it 1TQNtwLrllQ'.1i�0.6 OTgEAS•_AS_RE_4.'D TYP' Sw- 1- -EK(STIN4 •.IVB� \ .SCC.-DSbTAIL uAwx.K �sadt s 11)(I""A IaP MIC KO-LJ►ML. 'FLDOf(IN4 Il to i_1 R LRV. 1b.4 A Ll. WI[w b1tT 1TM L.V.L.fAutDifd'SNR0U&bt ieLTlD '.E,1(ISTIN4 RJ• I3`�1 - GONNRc*lQN_wl'" % stews FMAI sr.ING. 4LRDeR �� 4XIST)►J4 �`� I ;Qi 12"� ColMC.RtTt I I' T4 Y•`OR'R714LING 'FM1 M OOLT5 hT f."o..t:AS L-%t-bTI W. AND---�j4�. DCC:Id'. ,f' I� I h.: I I F• B*P.-r-fP.. PpOpDbuo STL.. it((bTIf131'•I FINISH 1^ �1 L1 �• $L>1L�RT♦ lf1(CSTINf. PCIA/OATION WALLT-fr 6VPPd41Yo41 ! bAfilAEfLT ARG PCAI AMt4umr Ir TO pr.'11114PRer1EP fVG T YLIri_TR. ft EXIbTIN4 FM►AEO' WA13:TYP. 62 PLAN !1 Q`C 1SUILQIM61 DlPr wn F.F.'iLEV aOCf' �I (CON .Ir.�l.4 O ►1 - - - - - - - { RI..L R~�1I7� T O -I W�>• >1R�iR R+RI►MINCo �_-1 AV'L.GRAOE Jf)LISTt7.lG FWI�DATIQ>w1 • /I. 13.9' TYR WA6L TYR AV4. C.fkOuNo'rLLEY. S.S• - D i 9/21 =oss SECTION A-A LEFT S��E ELEVATION -. SGA L-F- �," •1 -0'• SCALD: Y4 '-O" . E�IInlesi rlr - a a/+F I.IPiT11AE RODF.11.1♦ SYSTtM 1'Y* • .2.)(&.FRAlM"'CO e 16 O.G.TIP. _ (.GPLOR F\R owMtR1 IIARp1E PIANK LAP b101NC1 6RADCD R-21'BATE INSULATION T`{R Yt"�LY•W�, 5"sRrb4%m4 MIN. rIP CILOA K%L OIL DIADISO SMOOTH, E R.R.Q:W"O.G. MAK- r-fra ANt► COLOR PER OWNER I F.)NISN- FL. PER Ov+NER TYR 2% — WtrM 7" EXPosunt ny REOUl4tD �_„GY' OP. TYP. PLY.w0 ws-FLOORIMf.-TYP, R-49 caW0 L[LL irwRY FO^M INSULA,T'IOA,I M1ti1. _ !/_'G`(P.b.MUST Oi ItiSTHL1.E0 t NOuyE WRAP TIP. G F` TO CONNEtr FI.O� rauGS ro EIrWlW W^*TrA.VL.[ A+t[A AND 1/L PLY.WO.SIIE.ATNtNc- TYP. ! r } MIG�-LAM 4tR6ER I ��F- -'vsE('II SIMPSo.0 sours iRAMNG ATflt. Al.ip yTORwhle AR[A TYR SIMPSON N Csl(. C-1LED J SCRtWi M END.OF FLOM TRUSS J41, L SIRRsON• NS STRAP% INSTIAL.LED FROM EACH - LLp4Tp wwOTYPS AS ItEA'D rYr. ItV ttANt SOtis * 14S )NOW.3Tutp^saVs DOWN ACROSS-- -Top COMP m ^a%N& FL.TI M" 1 MRm AMD pOuIlla FOUNOATIq.I $tt:LDtLoW Q ZZ• IN OtPTt1 DESIGNED MY ATTbt•.:AREA Atl Reo'o orNERS ►VtTt TIR vo-In CM EXISTIN4 FOUNDATION FIRC-STOPPI►(t.-OP FLOG![ TYR DOvt♦L IL BILL TIP. r1tv"03 wmo 9/0"aYP:eD. I ' LX 10"PV6 PMCfA SXIiTING cONGRTR pLOGYt - EKwnw. 27I10 j Eve-R4 DOo OTT.'Ow 0.1k1/� 1 r•o"Tt+17c a WD FOUNDATION W AL.1.. TYR FLt9oR JOISTS ws_PAftf-m TYR IN STALL OUAPSOM WL33 IIEAVI ANf.LE ON ff" IIN-VENTtto FLOOR JOIrT ro SOfF IT DETAIL 10—Z 1E1113TING oaos(-C I I I; witivk, lw. Fvv.wpATtON SILL T ~ IIA DO SC-NLF- 1YA"•(=0" TX P Ih^GIr. w TYR 2X4 t 2V IN'DEPTN TOP ee>wta C[ILMfG 410Iy7 _ •[ARIN4..ICL-pR TRYSAEti Ol1WNC0'.EY orwltRt WbTALL Sa A 5,r oS ^D COIL (31(13/�'ll ll'�s')' MICRO-LAI+I L.V.L. •►A{4,aVC.imAI►O. S-OLOSS FRDM bTUtC ADOVE PaRIWETER GONTINucus * AcROys PRtIInARTaR GtRDSR. 6•tRos.IL t'YR +� 4EI.OIA1 OR WALL, STUD BELOW -C11(IE/1"-X lfi") MIGRo-LAIR t`PLY.ittDfNEAT111Nfa �2 t AS REq'o T`f0. L.V.L. OCCU ILD TMRU WITFt INSTALL SINIPSON f#cs16 COILED • sl (2)-ROWS-Of x"m SOLT's :XPi PRK11N6O K O.G. FtwtSN FLOOR'"P'. STawPs FROM.rruos A140 4' o I►LATE �4" O Cam.At Efi'D sIKjVlK<EIOW AS RIEq'O T`tP, "2l MTT INIIULATIOd � M1N...FROfIL..F.F. tilt"MIN. so. T`(r: ®•MAY. FROM P.F Q P V.G DEe KIT(6 t:Yra Y 2 IN OE=Pr" FL.00Q 1 = AND-COLOR PLR COINER 2 X 6 TREATED DEGYL 1 1 \ r TRVSSQ 16"o.(-.rYP. DETAIL-.I0-4 DETAIL 10-5 c 1 1 i 9LREPE.RS Ay RiQ'O . I • T SU1LE: y�!••i-O0 SCALE� � •1'-O' C ZXE DECK ►LOOK JOISTS > I S 16"O.t.MAY ANCHORED TO THE SlbAp6tAPy1 MICR-+LAwt 61Rds O WIrH -a puc CAGe- -NWrVNIrtrs FIAN6EJ>l4 SIZE AS Raw D C[lLtN4 Klvo[ Vs1uT _. Z N[K.MT 9t o" L - (3) (ty/4"11 117/s{ MI KO.-LAM L.V.L. - - -- -QAF-LIFETIVS-KOOFIWi Wy%ruM ' PRRI1AETtR GIRDER rYP. _ (COLOR FS% OW6461l) ` MtTAL• STAN DIN 4 tEAM ROOFIN4 --- -- - "L011 ^mD rYPE TGR OWN@®t I X I PVC FA9GtA Oa.T"fR r Ifl tl . AREAS AS REQ'G'PEQ RL[t/ATIONw1 USE s 0/1"X Q r.VG TRIM Op WVrIA Z r DETAIL . — 3 / " PLY.mop Po0W% - IrY , I X q PVC.TR IMl qD TYP• 0 11 bCALE"t s/��� Ito•. UNDER ALL MET/RL ROOFING rYP. .1 N V 0 _ E1tTtIt10R STMw. biGK''-. • FRANUIJfi USS "MwrtD - -- ZKVIK.J.Q.L6"O.G MIN z•O - - ----M- (4•)(tX81TRtA1%6 14Dt., Z ZXb TREATCo LtDGtR ISO.ATTAcIItp VW CODE tJ f GIRDEit A R orso F1 TIP.4 fFL.- 1 lNlsN • . PA OWNi1C._" - v� ---- __y W4*PLY.WD,sub-F.LOfA __----. GAgCE. WON" G0M6T1t(JCTIOt"1 ZL"IN DEPTH FL.TRUS4 22"IN.DEpTN FL.T1WyS-Q 1 W O,C. —— - EXTEtRIOR •1bIM�+I Al Rat'p J - OESICNto <SV OTpgF.S i w - r TYR(tslsl4NED BY oTt1[Rs) _EOLT rit"v M_w1TM' DOLTb �- NoU WRAI rUp �.•. �, r ' !:" LI.WO. S11 AT1Aiwm vVV1 L• (4.O.C.TWaROW'b w D 2%10 RRAWwt• K1� O.G. T`fl•. _ .. R-21 �11TT"tll/WI"AT1,oN TYR I—J �/7'X+`OP VAL.T M OIwA OtIR op. J ' + + a s L. a a AND, W..b wtwMv4s AND � � a .� - Pootlt ha aLE(yit►f'toMfr �;r .. p p ^• HAI(D1[ r}AMK 6^p flraa4 jZy ' RItYMaRIWtTM7• tKI®iURf FAMICATED v. 6N►.PiD COLUMN AS RawO -� •( 0 ..016E GONYP.CT.L-tJ .. - ---- - - - - -- -- - --- -- - uy1N4 11/ib-NNN.IN.r%IQKNEbs AS tCt4'D 3li/4 1<10 Y7111►.M w ITo.. pol' STElL-WELDED TO SUP'-atT ST[tL - rLk1M11Nr AT rN K Rt�'.>p COLUMNS TnP AND'aOTTON bU9rORT'GOLtMMy Z /►5 RE01 b _ .. . Z)O(.FRAMtNL a 14"0.�. --.y ix s IWca R yus-wL. ;11T PINIfM GIAQs �,It(p �Yr . .WtTM (C{}RD,1A KILWD TY 1 IxtuTtN6'ZXto FA.c IF itJrPD1LT'COWMIJ parALI(61 ¢X Zlh" d xF RLOOR Jel{rS/tRQ OLOGKINN T•Nt INSrALLIy'e'1eN — — -_ — INTiR1019Rtti WITH ANY JdA4 6cRaws IN.'"CH ol•TI4V FAblttCAT1v17 U SHAPED GO%-w%&d E+-t! - EXIyTIN4'FLOOR JOISTSizau% CcwQLc-TIoN Ohl T`%IL r0V OP TMt GIWOUR iC*NNELT10Nl A1r RSOrD N[KCtfC"AROUND toWMM TYP. _. IZ... REIitSa.T11E cottttELC,TtON TO 8i PLACED oVnIC ANo D-1EL a FLOOR 40%5" �-+r EXtS.T1NV DA3EMtMT TNt TOP'ow TNR FLOOR ..1olf.,rS A M•N• OF aN BOTH'.Slogs OF MEADt% 1rX1STIN4 61•.Sl1AE1JT 6tROaR GltaDSR (3) (2.300)f LOOK JOIST-6 N[I< RlE4 O Folk TI•Ic .LV.pI •'AS Rawo. _-. emposCD 80/10. 6TE'Et- rp.0"O :w%W LTREL G041VEa.T10N/hs, vkwwcp - sulPolir.Got.uld►N 1:NIRCttT GQLUMIJ - - . 1 I Deli RIGHT SIDE ELEVATION DETAIL 10-1 SIDE VIEW DETAIL 10-1 FRONT SEGTIOK VIEW xmk>✓F:Y�" = I,_D. ETTtt(t110{� .ITT 9Z.HLE :*✓1•a 11--" echLE : s�1'= 1'-O" { i 0 Al .�.� L- r 1. r tt g Z � R104e LOUVER 0 r n 0 - - - .4AF`LIFETIM! #I,eO�INi iYlTaM T`fr• 0 � 0 1 X 10 PVC• FASCIA SD.T'Yr 1 X4 PVC. FASCIA bD. T'fP. Z. M (' . O !V • X 8" PVC. F^%c1A D —"� . I- ( to {I "" 0 3 `��� �.�...� . yw' ><1 P V L C ORNt0. b.T VR PECK VJWO MILING TYP! AMO 6owx PMo11 sdoL L. MUST.~r ILL. N.Y.S..w�Lvl,ra coves STA�IDARpt� IN GLbb1N4 H SIN�iLE 10 _._�__.- - lOO.Ls L.�O AT I�NY rOli.►T IN J z ANY"O%vt*c '1®N Sea TAoL vL J LY. 1L RiI{}j P1w/�T}lt N•V.S eIpLDIN4 r"Ab AS ituWV 1- - r.x lco TVG. FASCIA so. I X4 PVC TRIM SCi. �IARD1.lPANK.L. VERTICAL. STDINGI _, "X/,rVCA T lw%I&D Z 1 q X8 o/t 4 %10 PRNSLS."' cAVARMIL- oft SMoo"-WITH NARi#E ►LANK LA►SIOIN4 ,• 1�A HARCIE TRIM pAT•T6N ri1dR0 CppAR�A1lt /5ol►R 1, oIa" f Z. QUSTIL ;Ntlltiab iMOOTN(TYPt ` •• O ANp COLD*PLR OWK\R1 2 0 Z K V M 6RA IN OR SM04=TN (TYP! WLS.M 7'SXPpiURF ANO GOLAR P�.R OwNiRI �AS'RE1t�t7 tt PKit EL.EVATIONb. i 3 � t �)<q GORNpR oOARO TYP, aiM'Miti Ot�K 4 i Ti . �.x{fT11ti. PpVwt01►TION WALL. #iOT.1N4 DDoRS A#dt9 N�iDlR Ov�R' ALL OP'�NIIf(�g J:Xtxo. ' 9 Zt. '2o2g a+wa REP R ELF-VAT LO N S.t+otao 1 S.C.T.M.# DISTRICT: 1000 SECTION: 37 BLOCK: 4 LOT: 7 #R-24- l 894 _ / i•r / � / i / ir i / i / i / / / r / / / rr / rr / / / ON� /65 ir--ji ...... PskE� 6� �,.Hoap'� 0.2'N 1.TIMBERS / / DPI• / r / ONE / / . o / Z E isbrP •o / M ��``A ..;'. �. �. vE�FAR s GRPVE� WELL N RP M '•: ;(3 .' TO BE REMOVED QJ 2:5'N GRASS O OiE o�CKp�E 9 �4`t a Q EX�ss' I WP�� N PIER LINE 0 /30 7 0.4'S 1 EXISTING v MPSO RCPOSEL)5 BALCON ........... / , / TOWN OF SOUTHOLD LOT COVERAGE 27 N/ / / / 1 �.... / .y:r........ 497 BUILDABLE LOT AREA 12,606 S.F. / L l HOUSE/GARAGE:1922 S.F. 15.2% J OUTSIDE SHOWER: 50 S.F 0.4% q DRY / / 2f ID F SROADUTI011 / / ::::::::: ::::: :::: / J 011/F��/N DECK: 955 S.F. 7.6% _ W 1.2'N '.'.''. /S' •' .a41Et�� oo....... o r TOTAL:2926 S.F. 23.2% c> oo. o Qa IC Go,SS (QD cal ...... ....... 1 STY. FRAME: MAX ALLOWABLE:2521 S.F. 20/o - - - -- - z \ A/C UNITS ON RAISED / _ o_ u�w as DWELLING. ::. GARAGE WOOD PLATFORM I _ FFL EL 20.1 :: I� - DECK "...,¢ GF 16.8 _J PROPOSED - - - - o p a� :: #2235 7.8' Lu / TOWN OF SOUTHOLD LOT COVERAGE - - -- - -- - Q 0§T FEK1C m-- 64.5'.... z BUILDABLE LOTAREA12,606S.F. ' ! ~ L- l d , I EL 16.5 i PRCP. r L o CnnNTROL PANEL AND AIR PUMP Lu I PROP.OVERHANG i EL 16.6 Y PORTION OF PROP.HOUSE:1932 S.F. 15.3/o I ' I I CO 3'x9'STOOP ; 1'x10' ? / PROP.(2)FRONT STOOPS:N/A ELEC. ERVICE TO CONTROL PANEL PROP/ I z DRIVEWAY TO BE I I 6 gS 0 \ WOOD STOOP• , 95'x5'�1 �I _ Q REMOVED SANITARY NOTES J REAR&SIDE DECK: 955 S.F. 7.6% G�., ° \ TO BETI OVED = TOTAL:2887 S.F. 22.9/0 ` ELECTtIC AND AIR SUPPLY HOSE TO MWS I I \ 1 -�• PROP 1-� d _ r'c _ DWELLING I °� � G PROP ENE R �o LOT )31 1.THE OWES INSTALLER SHALL HOLD AN ENDORSEMENT FROM THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. MAX ALLOWABLE:2521 S.F. 20% , OT .1 3& I 2.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENENANCE PROVIDER AND THE 2"SCH�0 PVC VENT PIPE � I � I ,..., a _' v_•� o • _v • _ v SHALL BE PROVIDED TO THE SCDHS I I LOT 128 M 6.2 (/Z �� LOT )29 I �`\,�\` -, D F D _ (D _ 0 3.PROVIDE A 2"VENT PIPE FROM THE OATS TO THE DWELLING AND CONNECT TO THE SANITARY VENTING WITHIN THE HOUSE 1 2 N I -� o �Q 'i o� THE VENT PIPE SHALL BE PITCHED TOWARD THE OATS SO ANY LIQUID WILL DRAIN TOWARD THE OWTS t ! ue ` L 15.1' 4.AN EFFLUENT FILTER SHALL BE INSTALLED UNDER THE ACCESS COVER OF THE CEN5 UNIT ON THE OUTLET PIPE EXISTING SANITARY N III ��' o EL 16 7 I O 10'MIN; (DI PROP.I.G. `�-- _ =-- ', � '6 p _ _ r TO BE REMOVED AND o w PROPANE a li -, TIMB(W� RE-� -1. 1 L- - -- - BACKFILLED WITH cv� I w ;b 1000 GAL W �II I TT IT.B.I i �� I EXISTING DRIVEWAY CLEAN COARSE SAND \D u EL 1 2 II r n I Q¢ W PROPOSED SEPTIC SYSTEM UP TO 4 BEDROOMS x WALKWAY&CURB TO w I I SS 30"OAKIII GRAVEL )WELL a 'I'_ o TYPICAL SILT `J I I p �)FUJICLEAN CENS 500 GPD(OWTS) G� I oPARKINGd D _ 1 1 BE REMOVED SANITARY DESIGN BY: scREeN sEcnoN �� / I b,1• L • I O LEACHING POOLS 8'z6'DEEP L- - - o 10/�j/N 1 fllN o �� 1 --3 I _PROPOSED (1)EXPANSION LEACHING POOLS JAMES V. DeLUCCAA.I.A. a f o . GUTTER GRAVEL DRIVEWAY GEOTEXi1LE FABRIC `� O WOOD R POSTS METAL �VT 250' (MAP) _ i EL 16.0 Z MIN 6 DEEP GALL 'S I I O\ ' p; 'D �\EL 15.0 MON FLOW DIRECTION YY M�" N26 07'19"W 1 .00' l ' oF•5D'E EXCAVATED AND BACKFlLLED TRENCH IXISTING GROUND _W,_W_W_W-_W-_W_W-W--W-W-_W-_W- W_W-_W-_W-_W_W-_W-_W_W_W__W--W-- 1 0 MIN CEDAR (24' LANE LI L#14 JAMES V.DeLUCCA A.I.A. NYS LISC#23655 REVISED 12-7 0-25 ELEV. 16.2 REVISED 11-25-25 oL BROWN REVISED 10-30 25 FIRM ZONE PANEL 36103CO777 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL SANDYLOAM 1.01 ZONE X & ZONE AE(EL 6) LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS DWELLING FFL20.1 4" SDR 35 PALE - REVISED 09-30-25 AND OR DATA OBTAINED FROM OTHERS. ITCH 1/87FT SP BROW" AREA: 73,753.74 SQ.FT. OR 0.30 ACRES ELEVA77ON DATUM. -_NAVD88 FINE TO -------- COARSE UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY/S A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURREY GRADE 16.5 GRADE (16.5) GRADE 5% MAX EL(16.5) SAND MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN C/0 TO GRADE ONLY TO THE PERSON FOR WHOM THE SURVEY/S PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS717U77ON INV14.4 DIST INV14.2 EL14.8 LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. INV14.8 INV14.5 INV14.3 BOX THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE INV14.0 (2) EACH EL 1.5 13.71 HIGHEST EXP.WATER EL 2.7 NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS 4" SDR 35 4" SDR 35 8'Ox6'DEEP 'WATER IN - G.W.EL 2.5 AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY PITCH 1/4"/FT PITCH 1/8"/FT LEACHING sP FINE PALTO SURVEY OF: LOTS 729 & 730 CERTIFIED TO: JAMES & MARYA. HUETTENMOSER,- POOL Q COARSE 17.0' O Q Q Q Q MAP OF: GARDINER'S BAY ESTATES SECTION 2 Q Q Q Q Q Q MARCH 1,2025 --� EL8.3 NAJHAN CORWIN LS FILED: SEPTEMBER 23, 7 927 AS #275 FUJI CENS SITUATED AT: EAST MARION �''�"+ HIGHEST EXPECT. GROUND WATER EL 2.7 (11'A,�.;.J SANITARY INVERTS TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC u iClean USA' SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design TowardClemlffater... 4,& f P.O. Bog 153 Aquebogue, New York 11931 FILE #10.84 SCALE: 1"=20' DATE:AUG. 6, 2010 N.Y.S. LISC. N0. 050882 PHONE (631)298-1588 FAX (631) 298-1588