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HomeMy WebLinkAbout1000-14.-2-25 OFFICE LOCATION: ' , MAILING ADDRESS: Town Hall Annex ' - P.O.Box 1179 54375 State Route 25 ,, Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 V . b LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: August 8, 2024 Re: ; LWRP Coastal Consistency Review for ORIENT ACRES, LLC SCTM# 1000-14-2-25 The Zoning Board of Appeals issued a determination in March 2024 granting a variance for the pool and pool house. Martin Finnegan, Esq. on behalf of ORIENT ACRES, LLC requests a Wetland Permit to construct a 20'x50' in-ground swimming pool with 2,900sq.ft. patio at grade; construct a 350sq.ft. pool house with 13.2'x24' roof over patio; install pool enclosure fencing with gates; install a drywell for the pool house and a drywell for the pool; and to install pool equipment area. Located: 32655 Main Road, Orient. SCTM# 1000-14-2-25 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 CONSISTENT with the LWRP. 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 RECEIVED LWRP CONSISTENCY ASSESSMENT FORM AUG 0 6 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# 014.00 _02.00 025.000 The Application has been submitted to(check appropriate response): Town Board G Planning Dept. © Building Dept. 0 Board of Trustees l. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital 0 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: CONSTRUCTION OF 20'X50' INGROUND SWIMMING POOL WITH 2.900SF PATIO AT GRADE 73' FROM THE TOP OF BANK; CONSTRUCT A 350SF POOL HOUSE WITH ROOF OVER PATIO 96' FROM THE TOP OF BANK. Location of action:32625 ROUTE 25, ORIENT, NY 11957 Site acreage:9.93 ACRES Present land use:RESIDENTIAL Present zoning:classification:R-80 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:ORIENT ACRES LLC (b) Mailing address:PO BOX 1197 SOUTHOLD, NY 11971 (c) Telephone number:Area Code( )914-420-6022 (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. Yoster a pattern of development in the Town of Southold that enhances community character., preserves open space,makes efficient use of infrastructure,snakes beneficial use of a coastal location,and minimizes adverse effects of development: See LWRP Section III—Policies; Page 2 for evaluation criteria. V Yes ❑ No ❑ Not Applicable THE PROPOSED CONSTRUCTION WITHIN ALLOWABLE SETBACKS ENHANCES COMMUNITY CHARACTER. 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 13 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 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 0 No Not Applicable CONSTRUCTION OF THE POOL AND POOL HOUSE IN THE SIDE YARD AS PER ZBA DECISION#7885 FURTHERS THE SETBACK FROM A NATURAL PROTECTED FEATURE AND THE COASTAL EROSION HAZARD AREA. 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 ®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. 0 Yes 0 No EZ 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 0 No 2 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. 0 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. 0 YeSE] 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 96 for evaluation criteria. 0 Yes ❑ No 0 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. 0 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 Not Applicable Attach additional sheets if necessary Policy 11 Promote appropriate use and development of energy and mineral resources. See LWRP Section III-Policies; Pages 65 through 68 for evaluation criteria, E Yes ❑ No ® Not Applicable Created on 512510511.20 AM FM n a xiae Dso1w n-0am ,aows 1on-0D ,a,o1B m-teu a 2eu hi PD.65 qp A. �a as gyp. ,zVu `o �x.� t Ku i�G 4 an asap m ,, atx aq� 6WG n� , s.eNn "" axt ~Oi aN• �. � � 'e O g5 T+NcI qV, tj. /SIANo i 50 . / 1 q e 45 Lp .Nara 3 n — �`� t a ,aWc ]� r fi] .,w .1Lyc1 nN n 2D2 ® OxeM-0w� t2e E awWG ``fla 1Nc1 ,�] xie aBe i 2A( 12 19 je' y ]Dx l,Nn fqx fMA.NO fqi PGL.NO Fqx PCL.NO. 1, aWn t 6Nc1 a MAIN DL D MAW 103Nc1 ` mt o nn ,B 1,2 ,tVE sfE sec.NO m4 wm w„ sEE sEc No ore Ts, S.R.25 5 e� � _ W` `" "' — —' _ _ _ �� __^__ w x fwncE ,r�,+a=+�`� COUNTY OF SUFFOLK © E �A souTuoLo SECTION No c R I 'yyt'�Y-" Real Property Tax Service AgenOy r Xw.-wu �.�___ rr .. .� —_— sru. —_•__ ��__.—_ '!r 'a ca Y r�tw, M m 014 U,ram a ,x,NV,•nu W —__— o..� --.-- r.�--�-- ,:J NM ,wn wu n,Nq �• '4i`Kai P �� PROPERTY LIM � ' �� a " •xl• �', gqq 411 di! s / Q• RE �i W lJ LI Li W 1 Ap We 1� XV I MIA Air All 4�1 A�..�, v '7!n La• ♦ i 2 � r r � o ~.ram 7 a v a! d k k- .nn. z ."x, t N .:. *„` i #. 15,p•UrJ` r.1 �1pt,k�y4:; n is l 6 N it 94pir i } Ir x e ; - 4 � y b t " " ss`� x '."�ayc� �-..i � .a F at �'w �'�z*� �r�'tt� �� ,•6,z���r � "�r�� ��,,,,;, �Tn3 !�`t20 �y `'s'z&y���"s�',ry8r^Ki �'�,✓f�.�� r1,� � '$J '1b"� "w�Gi+�. '�.'. � its ti /i 53J w � YA i kc gd?� 5 �- rl� ° °rtpr, akr�l,a; {r , i \I .7f' ytxi �it t �Fn'; R 400 Ostrander Avenue,Riverhead,New York 11401 tel.631.121:2363 Paz.631.721.Ol 4 ounq youliqungengineeringrom Howard ht Yavng,Land 9111,ar Thomas C.Wolpert,Professional Engneer �, /�' Douglw E.Adams,Professional Engineer R rt C.Tast,Arehitaet 4: �/1 TOP OF BLUFF r J q 00 ° %YY \ ( // �� ' `COASTAL EROSION ,Q('j e°^)�j�v `ni ' HAZARD LINE �ro� 0�a3ry//J -6' `��/h(� /~ ,—,- S/5 03 MQae�n 90 TIE-LINE ALONG APPRO%IMATE HIGH-\ WATER MARK \ 'p✓ tea° y�^ \ ,., �Lo�"b ~mom y ,<. p\\ ,a„ �gee r9s FQ�n TOP of SLUFF-\I / ��� r1 '�•� �' ENGINEER'5 CERTIFICATION ~Aye \,� / 9 . ' `ham '+ ; ( `/���• I HEREBY CERTIFY THAT THE WATER'..UPPLY(5)AWP/OR SENA&E / `c0°S/, .�_nd\ `>' • _ . 7 t 'l j-'�-' \1 `-`v `F47 / DISPOSAL SYSTE14(5)FOR THIS PRO.06T HERE DES BY ME S\S�/'Y.. \"-' •n '� e` /tl ,.11�'.• :.,.J� [ tee`:: / `..,Po.25, OR UNDER MY DIRECTION.BAGEO UPON A G AND 6H STUDY OF THE SOIL,51TE AND GROUNDNATE NDITION5,ALL `COASTAL EROSION \ ,1......`V4, -\-\. L —___ °_ —14-- 4 1-1 �,%5 l �in1 LOTS,AS PROPOSED,CONFCRM TO THE SUF OLK COUNTY HAZARD LINE \- —$ ( ? —F - �",.,� IEFFEACRTMENTT AS 00TMiHEALTSERVICES CONS TION STANDARDS >e\. S PAM. j � 'V_�1a 0\�•CT°�0 p HONARD K YOUNG.N.Y.S.L5.NO.45643n 6 _ . �/1 °J t _ r n:.t `9 S ,,.e° Is 0 THOMAS C.HOLPERT,N.YS.PP.NO.MASS \�O .°VTi\p ' -C 0 �1-Yi✓ �, /a�^S.� e0/. FO DOUGLA5 E.ADAMS,N.Y.S.PP.NO.BO69T \ e1 gF �•oQ fA�� GJ nti o ,R- � ,.' / . ' 4.`� hy 5URVEYOR'S CERTIFICATION 61 f 0 J Q6w Ol h q �. //— —ti' ��i �- °I HEREBY CERTIFY THAT ALL LOTS SHOYA!ON THIS PLAT COMPLY , 03,�,\ �`~'•-t..., KITH THE WILDING ZONE ORDINANCE OF THE TOM OF SOURiOLD, PURW�TO e FDTION 270 OF THE KY.S.TOM O� �r O G,�, equy° \N/ e �__14—-,.'— ]EXCEPT043 /1 LAN 8 RTICLE XVIAS �O THE CODE OFCTHE TOWN OF SOUiHO1D.' b JC o U) / - / `�.. o�e° } F •` `C T\��-f. eta-—_ / 1�� °I HEREBY CERTIFY THAT THIS MAP AT M 8 `5/ / SURVEYS COMPLETED AND THAT NrROW5 ARE M OQ V 0, ��0 U� c / -�. I /T`�I /'/ ." /" CORR THUS: ACTUALLY EXIST AND THEIR OSIGEOD ARE •V U �'\�.^ .• .�..-\. \�- / ",� CORRECTLY SHOWN AND ALL DIMENSION AND GEODETIC DETA / Q 4 °' �-'`' �ti\. i r2-\-\1 -12- bra /• ARE coRREcr.• g . ^ 0 0,=d' / �WN ti '-•.y;,_�,-..� ' �M1 a /\7,/ n. 6i / —10- 1. 10�' / HOWARD N.YOUNG,N.Y.S.L5.NO.45693 5UBVIV1510N MAP ORIENT ACRES IIAA�l p °5'' / �' \ '�� / at Orient,Town of Southold _ 5 /' Suffolk County,New York 7 7 /� V sue,'• �./LL` v%/��^ ���� EXISTING CONVITION5 MAP aWC C--ty TOX Map o,am�1 1000--14 em 02 �_� 25 , MAP PREPARED MAR 01,2016 FIELD SURVEY COMPLETED MAR.15,2015 Record of R.Y1.1 ns RECORD OF REV15101,15 DATE A 9 NO CHANGES THIS SHEET .LL.24,201 6O O 30 60 120 ISO 5Ca1e. 1°= 60' d .IDB No.2D1s-DOR o•w-w.sr.T seT ■.Maw.E•r ea�,o A- ♦.sTwc wsn DWG.2015-0011-5ketchplm 5 OF 6 REVISIONS: DATE DESC. 04/23/24 DOB REVIEW Frojoect RVIZANN6 INDEX GODS W-01QMATION MEft n Uhttormty D1�t-bled Live Loads It Table R301.5` r ENLAR&ED SITE PLAN 2020 Residential Code of New York State (publication date: November 20111) Al 2020 6uildin Code of New York State (publication date: November 201Q) � LIVE LOAD DEAD LOAD t-LANS AND D�:7AIL5 9 p E EVATIONS AND SECTION 2020 Plumbing Code of New York State (publlcatlon date: November 201cf) CSEN17RAL NOTES 2020 Mechanical Code of New York State (publication date: November 2014) Exterior Balconies 40 psf 10 psf ° ° FE -p 2020 Fuel Gas Code of New 40of 10 York State (publication date: November 20141) Decks sf le Roe idonc.. o a l 2020 Fire Code of New York State (publication date: November 201q) P P Al AIR l= f 2020 Property Maintenance Code of New York State (publication date: November 2014i) Passenger Vehicle Garages 50 psf as per plan 2020 Existing Building Code of New York State (publication date: November 2019 2020 Energy Conservation Construction Code of New York State (publication date: November 201q) AT7I05 w►thout Storage 10 psf 10 psf 2016 edition of the Energy Standard for Buildings Except Low-Rise Residential Buildings ("ASHIRAE 410.1-2016") 5225�j-� �J I ® � 100 A21'1.1-20001 Accessible And Useoble Buildings And Facilitles Wlth The NYS Ne it Adopted Aacesslblll Sion ATTICS with Storage 20 psf 10 psf (� (� TA 3L.E RWI.Z) ROOMS other than sleeping rooms 40 psf 10 psf GLIMATyG AND 6E06RAI°1114I0i OM16N CRITERIA Sleeping Rooms 30 psf 10 psf Orient Foint / Ncv`4 )'00'ork,,, WIND DE51614 WIND SUBJECT TO DAMAGE FROM Stairs 40 psf 10 psf GE SHIELD LIMIT OF Guardrails and Handrails 20o psf to sf CLIMATE GROUND SPECIAL SEISMIC WINTER MODERATE AIR MEAN p P — — TOPOGRAPHICAL BORNE NDERLAY FLOOD I O O O I O _ ZONE SNOW SPEED (MPH) WIND DESIGN FROST LIN DESIGN MENT HAZARDS WAVE ;7REEZIN ANNUAL ROOFS : 5(f,:ooTt'-v1 # LOAD EFFECTS REGION DEBRIS ATE60R WEATHERING TERMITE TEMP INDEX TEMP Flat or rise less than 4 inches ZONE DEPTH REQUIRED ACTION per foot (1:3) 16 psf 4A 20 psf 140 NO NO NO B SEVERE 3 FEET TO HEAVY II YE5 NA NA 618 lrp:2.i DEG Rise 4 Inches per ft. less than 12 12 psf l0 psf Inches per ft. Mulford Point PROJECT INFORMATION ZONING REQUIREMENTS STATE NEW YORK REQUIREMENT EXISTING PROPOSED COUNTY SUFFOLK COUNTY TOTAL LOT AREA AREA = 452,655.8 50.FT. TOWN TOWN OF SOUTHOLD N/A OR 41A551 ACRES EXISTING NO CHANGE �W SITUATED IN ORIENT POINT TOTAL NUMBER OF LOTS 4 EXISTING NO CHANGE �:D OWNER MALLI5 SEAWARD OF GEHA 1.1746 AG OR 51,165.58 S.F. EXI5TIN6 NO CHANGE O loot'. ADDRESS 52625 MAIN ROAD BUILDABLE LAND 8.'7585 AG OR 551520.25 S.F. EXISTING NO CHANGE F S'a'. ORIENT POINT, NEW YORK 1 ZONING INFORMATION R-80 Residence-80 p O SECTION 14 ALLOWABLE LOT GO\/ARAGE MAX. 20% OR '76,504.05 S.F. 1.45% OR 5,1601.6 S.F. 1.7Y OR 6,855.6 S.F. Q a� �v Rase Field BLOCK 02 HOUSE 4,2'12 S.F. 4,272 S.F. lrport(2NK3) EX Drift LOT 25 DECK 8a7.6 S.F. 8Q7.6 S.F. a V15TRICT 1000 PROP05ED POOL HOUSE 348 S.F. ►n Rd OCCUPANCY CLASS RES. SINGLE FAMILY RESIDENCE PROPOSED POOL HOUSE PORCH 556 S.F. I,000 S.F. LOT AREA AREA = 422,g68 SQ.FT. OR a.g331 ACRES PROPOSED POOL VERTICAL DATUM NAD 88 DESIGNER: Architect Mark Schwartz 4 Associates TOTAL: 5,Ibq.6 S.F. 6,853.6 S.F. Q 1 �/IGINITY MAP _s 284415 Main Road, P.O. Box 933 AO SCALE: N.T.5. PHONE: (651) 734-4185 I 5LEOJE5KI (HOUSE) MHH MARK ROSE (BUILDINGS) TEMBA�� .00' _ 5 000 08' 1O" W 300.45' L / GEH (103 _ --- - ---- - 0 _ _ _ _ -- --_ � Q� cis } BOUNDARY _ _ - _ _ __ _ __ _ _ 0 3 f ) c Z PROPOSED POOL 'o p EQUIPMENT ATOP , cn a N 1.r �. CONCRETE PAD N .T PROP05ED 14'-6"X24'-O" I- 41 / POOL HOUSE WITH STORAGE / 4' POOL FENGIN6 (TYPJ EXIST 6RA554,400DED /f AREA MHW ��� � i' PROPOSED 20'-0"X50'-0" IN � O MARK / A GROUND POOL. / f MASONRY PATIO, TYP. / 0 M M E o :r, 00 �S Z " 8•3� EXISTING DRIVEWAY EXISTING DRIVEWAY +� ��°o E .. rn / EXIST ROCK \ ; `m r REVETMENT 3 E - too �_ � t co 07 M i C EXIST 2-STORY � �� 6RA55MOODED EXIST / , t / .0 �- WETLAND AREA � � RESIDENCE i 1� AREA FROM THE TOP OF / / �� / r/ O EMBANKMENT, 5EAHARD TO PROPERTY LINE /AREA OF EX15T i ' ' rit N SEPTIC SYSTEM N 000 23' 50° W /N **-4t40,545 SOFT / / tp 250.14' - - �_ 10 40.. Z rill i3IGHT R 0 A V EXIST ROCK N 90 / REVETMENT TOP OF _ .►► - '� EMBANKMENT _ I O °4q 20 VA GEHzn7� ff nn/ BOUNDARY (VACANT) )(VACANT) (VACANT) (VACANT) HOUSE I/ _ OKULA Ill O O O 10 (HOUSE) ''' PETTY'S - (VACANT) i- I (VACANT) F � ` •-ice ��6� ... 2 S I TE: PLAIN DRAWN: CC AO SCALE: I"=50'-0" - (� I a, SCALE: AS NOTED JOB: 20-0011 04123124 SHEET NO. BIGHT 5UB0IVI51ON (5UFFOLK COUNTY TAX MAP No. 58511) _ REVISIONS: DATE DESC. / I )0200l ' 20 / / 04/23/24 DOB REVIEW _ _ _ _ - - - - C.,ALGUL.A710N / A\/E:RA AR17=A O'E- DR/41 NAGS G?.L. A I N TOTAL ♦ / / POOL HOUSE 684 +/-2" 684 50PT. X 0.161' X 1 114.2 GU.FT. ROOF SQ.FT. (0.I6'71) (10095) SIM{ M-RlW 1'`2 TOTAL: 114.2 GU.FT. / MOSTIN6 RGGK MIETHOff THEREFORE USE DRYWELL � / /� �� 't-=� j" ✓,� fir'� � � A� 8 DRYMI-L = 42.26 GU.FTJ LN.FT. (I) 8' DIA. X 3' DEEP / / 1142 0U.FTJ42.26GU.FT. = 2.'7 LN.FT ' ,//� \ V !I)8 x TOP OF �� �.! � "� �--x �� �� AVAILABLE STORAGE 12ro 8 GUFt. 83� i' ;i� \`y "\ ` ' O / / 7 , ola s cP / - � � - ` \ PROPOSED b PV'G 5OR 18 OR 55 PIPE, TYR ' POOL HOUR NpTH STorikee / GEH BOUNDARYb�-0'DAP IN 6P4OUlrD POOL. APPRO)MATELY 214 0XV. OF MATMA L REMOVED 0 1-t ♦ - °°oo 0 0 � o00 00 0 / o0 o � /I',, o / / j C o -2 ai U) c Z f,) m a I / / / ' o ♦ / / N M C E o ti N O _ U m M CO N tea= aZ/ to LL �Y/ U o 2 0 o n U M N L 7 ~ E +a). 00 E � � M f6 � N N W a 0 / CA IN ......... ......... Ems, N / - - pool � _ - _ / _ . DRAWN: CC SCALE: AS NOTED - I +s ♦�' JOB: 20 0011 � 2 0 r, ,/ ,/ I �" :� 04/23124 .-lo SHEET NO. ENLARGED PARTIAL I E PLAN Al SCALE: 1"=20'-0° / � REVISIONS: DATE DESC. 04123/24 DOB REVIEW CONT. RIDGE VENT GONT. RIDGE VENT CONT. R106E VENT T/O RIDGE -- - TYPICAL ASPHALT ROOF - 12 SHINGLES (TYP) _ - - -- - - -- - - - - - 12 'I PITCH - - - -- ix FASCIA a TRIM (TYP) - 12 SEAMLESS ALM. LDRs. a 4 PITCH H 6/T IST FLOOR PLATE I~ VENTED VINYL I II ''nn SOFFITS T.M.E. (TYP) � I x t I I I II ! I !I II I I I •rI \II I I - II I I IIII � II ' I I .luW INDOWS a DOORS BY ANDERSEN" V/MIN. DP30 RATIN6 OR EQUALW/!L I �Ii II II 'I- II I I III II IiII IIII I II II II I I'II TRVINYL 5 IDN& (TYP) T.M.E. (TYP) U VALUE ■2aSH6_.32 F III I I�II III IIII I !III ■ III I II III II III I IIIII I I I II III III I I III I II II I I I I I I I I I I I I I I : VINYL CORNER BOARD (TYP) f II I I I I I I I ! I I I I I I I I I T.O. I I I I I I . IST I l I iI I I I I I I I I I I I I I I I I � I I I I 1111 I I I I I I II I I I I I I I I I I I I II I I I I I II III I I I I I I I I I s GRACE I I 2 VUEST ELEVATION 3 SOUTH I NORTH ELEVATIONo A3 ELEVATION- SCALE: 1/4"=I'-o" 5 50ALE: 1/4"=1'-o" A3 SCALE: 1/4"=I'-o" r-� CONT. RIDGE VENT T/O RID6E O TYPICAL ASPHALT ROOF -- SHIN&LE5 (TYP) -- - - - r Ix FASCIA a TRIM (TYP) - SEAMLESS ALUM. LOBS. a GUTTERS (TYP) - T/O IST FLOOR PLATE - Ar H VENTED VINYL l� — SOFFITS T.M.E. (TYP) WINDOWS a DOOR "S BY ANDERSEN" I I I I 1 1 I O MIN. DP30 RATIN6 OR EQUA L NV(L I I ' I I411 I I TRIM T.M.E. (TYP) U VALUE --2a 5H6=-32 j 1 I I I I I I - VINYL 51DIN6 (TYP) t- VINYL CORNER BOARD (TYP) 1 I III „I II I I III I ! II I T.O. IST FLOOR = GRADE U Y 0 N m } (n c Z g 4 EAST ELEVATION L0 0 a A3 50ALE: 1/4"=1'-o" N — N � M .Q) O ALL VALLEYS,EAVES AND RAKES TO RELIEVE "STORMS-WARD" LEAK BARRIER BY "GAF" OR APPROVED EQUAL. AT ALL EVES a RAKES. EXTEND UNDERLAYMENT 24" PAST THE INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. TYPICAL ROOF CONSTRUCTION: ASPHALT ROOF SHIN&LE5 (T.B.S BY OWNER) 30# ROOFIN6 FELT. 1/2" COX PLYWD. SHEATHING. 2x ROOF RAFTERS PROVIDE MINIMUM I" SPACE BETWEEN THE INSULATION a THE ROOF SHEATHING N CONT. RIDGE VENT cl) M c E T/O RIDGE ti 6 u - -. - x •- _ - - - - -- - -=K`1 - -- - -- - - - -- ? PITCH 7 a } X o L) LL \ba O' e RR 6X6 WYVF Z m ai o'no m 4" POURED CONCRETE 5 t v 2 s W T/O I5T FLOOR PLATE ?' TYPICAL EXTERIOR WALL CONST.: (3000 PSI MIN) n 0 ti s VINYL CLAPBOARD SIDIN6 T.M.E. E .= :nU �— w IL 6"X6 " GALV. POST BASE "TYVEK" HOUSE WRAP R-5 RI61D � � 'm � O MODEL # GB5Q66-5D52 AND INSULATION I/2" COX PLYWD." 04 N w GALV. POST GAP SHEATHING. 2xb 5TUD5 0 I6 O.G. 6" GRANULAR MATERIAL (BANK c = CGQ66-SD525 CN 14" VIA W/R-19 KRAFT FACED GATT INSUL. RUN SAND AND GRAVEL OR RCA) a r = P.G. PIER FOOTING MIN. 3-O POOL HOUSE m r BELOW GRADE TO BEAR ON ■ 1 VIRGIN SOIL. (TYP) TYPICAL FOUND. CONSTRUCTION: 10" TYPICAL FLOOR SLAB: 40 POURED CONCRETE WALL REINFORCED W/ (5) #5 REBAR5 4" CONCRETE SLAB REINFORCED cn METAL MESH Cow. 6" FROM BOTTOM. (TO BE W/IOXIO 6X6 WIRE (115% WELL COMPACTED) T.O. IST FLOOR MIN. 3'-0" BELOW GRADE) SEE DETAIL 6/A2 (MIN.3,500 P51 CONCRETE) GRADE X X X X X N m GRADE DAMPROOFIN6 TO &BADE t " ,A 4 ti cli ! Sib ■ 5 �SEcrloN SECTION A3 A3 SCALE: 3/4"'=1'-a,SCALE: i/4°=1'-0° x o RESIDENTIAL CODE OF NY5 PERMANENT AND WITHOUT A 015CONNECTIN6 SWITCH OTHER N011=: NOTE: SYMBOL LEG_�� NOTE: FLASHING SHALL BE INSTALLED AT WALL AND RESIDE NOTE: �10?E_ THEN TH05E REQUIRED FOR OVErZURRENT PROTECTION. NEW WOOD STAIR d RAILING. TO BE OWNER RESPONSIBLE FOR ORDERING 501E +� i/2" GYPSUM BD. (TAPED ROOF INTERSECTIONS; WHERE EVER THERE 15 A ALL EXTERIOR WALLS ARE DESIGNED A R3151.1 5MOa ALARMS EXT6. WALLS TO E�REMOVED O KRAFT FACED FIBERGLASS INSULATION ATE CHANGE IN ROOF SLOPE OR DIRECTION; AND " -ORORATED RE DESIGNS. EXISTING BUILDIN55 UNDERSOIN6 REPAIR, ALTERATION, SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY SELECTED BY OWNER (MAX. RISER TEST TO GHrGK FOR ElEARIN6 CAPACITY O 51N6LE a MULTIPLE STATION DRAWN: CC a SPAGKLED 3 GO TYPE II FC SMOKE ALARMS EXT6. WALLS TO REMAIN K ALL CATHEDRAL CEILINGS. AROUND ALL ROOF OPENINGS. FLASHING SHALL CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL POWER OPERATED WHEN INSTALLED IN BUILDINGS WITHOUT HGT 8-I/4 a MINI,TREAD DEPTH 501E AND WATER TABLE LEVEL. ,� SCALE: AS NOTED MIN.) ON ALL WALLS d SHEATHIN6 TO BE MIN. 1/2 WOOD „ „ G� CARBON MONOXIDE 30 KRAFT FACED FIBERGLASS INSULATION I BE CORROSION RESISTANT (MINIMUM 26 GAUGE) BE PROVIDED WITH SMOKE ALARMS A5 REQUIRED BY COMMERCIAL POWER OR AN ON-SITE ELECTRICAL POWER SHALL BE 4 ) MIN. HEAD ROOM b-8 . IN ALL FLAT CEILINGS. JOB: 20 0011 CEILINGS. (TYP) STRUCTURAL PANELS ON EXTERIOR SYSTEM OR IN BUILDIN65 THAT UNDER601N6 REPAIR, HANDRAIL ON AT LEAST ONE SIDE OF CONTRACTOR TO RE-GRADE EXISTING DETECTOR SMOKE DETECTOR NEW CONSTRUCTION ,� 04123124 ALL EXPOSED FASCIAS 4• TRIM TO BE CAPPED p�1-�,n�GHED W/ 8D COMMON NAILS �s 6" APPENDIX J R-21 KRAFT FACED MBER6LASS INSULATION IN ALL BY ALUM. R313.1.2 POWER SOURCE ALTERATION,CHANGE OF OCCUPANCY,ADDITION,OR STAIRWAY. HANDRAIL HGHT NOT TO EARTH. PITCH AWAY FROM THE HOUSE. 100 GFM FAN gEARIN6 WALL T FLOORS OVER UNCONDITIONED SPACE SHEET N0. 1/2" MOISTURE RE515TANT O.G. AT PANEL EDGES AND 12 O.G. IN IN NEW CONSTRUCTION THE REQUIRED SMOKE ALARMS SHALL RELOGTION IN ACCORDANCE WITH APPENDIX J. BE LESS THAN 34" 3 NOT MORE THAN MAINTAIN MIN. b" CLEAR FROM BOTTOM OF ALL VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND RECEIVE THEIR PRIMARY POWER FROM THE. BUILDIN6 WIRING R515.4.2 EXISTING MILDIN65 3b ABOVE STAIR TREAD NOSING. NEW SIDING TO GRADE. x POST TERMINATION NEW RC FND• WALL '��`I KRAFT FACED FIBERGLASS INSULATION IN ALL 11 GYPSUM BD. (TAPED � RAKES TO RELIEVE "STORMGUARD" LEAK FIELD. EXTERIOR SHEATHING SHALL BE r- �� �— 5PAGKLED-3 GOATS MIN) I CONTINUOUS FROM BOTTOM PLATE TO WF}EN SUCH WIRING 15 SERVED FROM A COMMERCIAL SOURCE,CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN HANDRAIL SHALL HAVE A PERIMETER HOLD DOWN SEE SHT N-01 * EXTERIOR WALLS. BEHIND ALL TUBS, BARRIER BY "GAF" OR APPROVED EQUAL. AT THE UPPER TOP PLATE, WITH ALL PANEL _ EXISTING BUILDIN65 UNDERGOIN6 REPAIR, ALTERATION, RI61D INSULATION IN ALL EXTERIOR WALLS. OR AN ON-SITE ELECTRICAL FOYER SYSTEM AND WHEN DIMENSION OF A'T LEAST 4" 4 NOT CONTRACTOR TO VERIFY EXISTING FIRST G5-W5P SHOWERS, SINKS a W.G IN -L EVES a RAKES. EXTEND UNDERLAYMENT 24 EDGES OVER FRAMING. T.G. TEMPERED GLASS PAST THE INSIDE THE EXTERIOR WALL LINE OF PRIMARY POWER 15 INTERRUPTED, SHALL RECEIVE POWER GRANGE OF OCCUPANCY, ADDITION,OR RELOGTION IN GREATER THAN �i-I/4" W/ A MAX FLOOR WINDOW HEADER SIZES. MIN. SIZE TO (Continuously sheathed wood structural panel) +�TO B�. PROVIDE IN CEILINGS EXPOSED TO UNHEATED SPACES. BATHROOMS. (TYP) HOLDOWNS ARE REOUIRED AT EACH END FROM THa BATTERY. WIRINS SHALL BE ACCORDANCE WITH APPENDIX J. GROSS SECTION OF 2-1/4". BE (2)2xb U.N.O. FASTENERS 6" EDGE 12" FIELD INSULATION BY "OMENS GORNIN6" OR APPMM EQUAL THE BUILDING.