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HomeMy WebLinkAbout1000-79.-4-27 OFFICE LOCATION: o��OF SU(/TyOI MAILING ADDRESS: Town Hall Annex '` P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) � Q Telephone: 63I765-1938 Southold, NY 11971 • �O Q Fax: 631 765-3136 coUNT`1,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator 1 Date: April 10, 2019 Re: LWRP Coastal Consistency Review for MARIAN MILLS & KEVIN JOHNS SCTM# 1000-79-4-27 Michael Kimack on behalf of MARIAN MILLS & KEVIN JOHNS requests an Administrative Permit to conduct construction activity within 100' from the landward edge of wetlands for the construction of a proposed 995.76 two-story dwelling with 574.08 sq. ft. attached garage; install a sanitary system; install gutters to leaders to drywells on the dwelling and garage to contain roof runoff; with a 1400 sq.ft. gravel driveway, all structural components to be located greater than 100 feet from the landward edge of wetlands. Located: 1410 Brigantine Drive, Southold. SCTM#: 1000-79-4-27 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, the proposed action is recommended as CONSISTENT with the LWRP provided the Board considers the following recommendation: A 37 acre parcel owned by the Town abuts the rear of the parcel. 1. Establish a vegetated, non-disturbance buffer landward of the freshwater wetland preserving the trees to further Policies 4 and 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: Damon Hagan, Assistant Town Attorney Town of Southold RECEIVED QVIRT CONSISTENCY ASSESSMENT FORM[ APR 8 2099 Southold Town A. INSTRUCTIONS 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 evaluatcd ors to its si gnilic�urt beneficial and adverse effects upon the coa;3tal 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 detail, listing both supporting and non- sup�ortinz?Bets. 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 respon e}; Town Board ❑ Planning Board❑ Building Dept, Board of Trustees Z 1. Category of Town of Southold agency action(check approprra e response): (a) Action underlaken directly by Town agent, (e.g, capital construction, planning activity, agency regulation, land transaction) EJ (b) Financial assistance (e.g, grant, loan, subsidy) (C,) Permit, approval, license, certification: Nature and extent of action: e0&jje61Cr 00'w�'u s, ro;� L �1�e°s, z� ���a�� S`�-t /5"& 7,84- n Location of action: /�✓ L-M&AA1,rV4E - E Site acreage: _ ie4 Ar---I C Present land use: --V,4.C41V 7 ' Present zoning classification:__ 9- .4- 0 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:_ (b) Mailing address: �4 N�,Q � �a� ��� 3T � f 44 (c) Telephone'number: Area Code ( )_��5� .!t7-7- (d) Application number,if Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes Q 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 alll proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVEI,OPED 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, mares beneficial use of a coastal location, and minimizes adverse effects of development. See LWR.P Section ]III-Policies; Page 2 for evaluation criteria, 1�� No 0 Not Applicable VG' �Nt') 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 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 7 No ® Not Applicable C4TC> PW�' O,,c l252 vNC�,t�/ C,T"!Y Attach additional sheets if necessary — NATURAL COAST POLICIES Policy 4. Minimize loss of Iife, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes D No Not Applicable ADIV CY4!ar'AIeZIC4 YD )V119 PDQT. c� Attach additional sheets if necessary -- _ Policy 'i. 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 C] No ZNot Applicable a Cy Attach additional sheets if necessiry —� - 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. D ❑ � Yes No Not Applicable POU C/1 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 11 No �J Not Applicable ZA&2 482 al a =a A1V(ry S' .4JVd 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 criteria. III—Policies; Pages 38 through 46 for evaluation ElYe2 No kX 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. ❑ Yes ❑ No,�❑ Not Applicable CIV Attach additional sheets if necessary — Policy 11. Promote sustainable use of living n:iarine 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 _LYS 7--,4 p �4/. m���_➢ /S'�' � - 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 9 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 ONO Z Not Applicable PREPARED BY �ZYO t _ TITLE_16(�A// DATE/ Z6 C� Mills/Johns • • • Legend - Write a description for your map. 1410 - D Southold Yacht Club 3� � � � �_ . X1410 Brigantine Dr Google Earth �� � � �. BOTTOM 3 GR SEPTIC TANK (1) Z:EL •! 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 4 BEDROOM HOUSE IS 1.250 GALLONS. ' 1 TANK; B' DIA.4' LIQUID DEPTH. — '•T 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. lFA[`HING POOLS (2) S 3. WALL THICKNESS SHALL BE A MINIMUM OF 3',A TOP THICKNESS OF 6'AND A BOTTOM THICKNESS OF 4'. \ 66. I ALL WALLS. BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 pef. 1. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE 7 \ 10' S 4. ALL JOINTS SHALL E SEALED SO THAT THE TANK IS WATERTIGHT. 2 POOLS: 6' DEEP. 8' dia. 4_ � f0 \ 2 5.THE SEPTIC TANK SL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WTM A MAX.TOLERANCE OF*1/47 2, LEACHING POOLS ARE TO E CONSTRUCTED OF PRECAST REIN _M_ \ " O SHALL 6.AN70'MmNnM DISTANCE BETWEEN$EFTCPACTED SAND OR PEA T AND HOUSE SHALL BE MAINTAINED. LEACHING STRUCTURES, SOLID CAST AND/OR SLABS. r ^ 3.ALL CODERS SHALL E OF PRECAST REINFORCED CONCRETE 4.A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER 5.AN B. nin. DISTANCE BETWEEN ALL LEACHING POOLS SHALL L FLAG \\ \\ 'j _101-, 6.AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SE \"� V S \\ \\ \ \ qZ C) JAL AL JAL ,moAA SOmAL X \wC\ \ \\ \ \ O Ov Z.-oz. X ► i \ \ \ � �, N i AL AL 1L o=� 00 I \ CC) I I I T Si m N S8• 0m 23? Fuc I off X114as WMI / E., C") 2 4 ti) ...:::::::::::::J I = TEST HO ...::: I � (TEST HOLE DUG BY Ye00N4LD 1 14, 12------ TEST HOLE A7 I th ZSTEM CALCULATIONS: — ' AREA: 1.400 sq. ft. sq. ft. X 0.17 = 238 cu. ft. / u. ff. / 42.2 = 5.6 vertical ft. of 8' dia. leaching pool required �^ )E (1) 8' dia. X 6' high STORM DRAIN POOLS EA: 1.570 sq. ft. sq. ff. X 0.17 = 267 cu. ft. q�./p u. ft. / 42.2 = 6.3 vertical ft. of 8' dia. leaching pool required )E (2) 8' dia. X 4' high STORM DRAIN POOLS F..:^.� D 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: iwo .:7 ^ ;D 8' DIA. X 6' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: 1� ra * I d.. �e ;# 1 + r f �� n-_tic,-.+��� ,,� _ "�e„� ti._�. =�•� �:,,; �ri,. +'> �•'�! yam,_. _ ', +.� � � y XA.z II i 'I \ w aa .I i, rr `i a WR M- � f�i 1 .Ir ✓ y. ..- �_.-t ..z;.��„„`'g.%fit - -.-• �- -r ✓ '14'. .r t .ai��, �' .-7-R9-SYS�_i��-'�`�'3'Q;' n� � ` y�-=�� ,1: ,�. �sw ^,+�i>�. � s-'� • l 'Aid"`Oil- + E s - I, - I _ 4 a r _ i'4 �-�(-' ��J.^��. ,�'y. ~ _� Y fir. _����Y. •;.,�'-�(A�l� i; its =„ .. LiL aie, _ _"f�F�4�� ✓'?* y��.#�+,s'�1.`�” .5�- ' ��,JF'x � V3£ -•!�(�� ,� ,y���`_ �'r�~ 'T•h"v`r�'a a a b%:"` `�,���" tt'?fi ': -+ �' - ` • at �•,•. X71 ,� !: #�i •gP ,i 7! �' p e). x � 1 ! N4 AfffA Ij ::r. > s- moo:, � s � •cy;�'s� _ _.AF.i , i�[ Ice ~ Y1ys �, SAO_f"F =�-..1_ �. _,�� �``� "..;� r �'.�:r "��a�-9�`_•�;1•" �'-+'�•���'" -.���. { � 1 � � w✓r a r.-may ..y. 1 + w 5;z �� �r ry ...x.. ��� ,J •� +� i.�i. __ y. 'yet s ,¢f •7�,.wJ+ `�='' � Via. ,4�. �+ *`f{r:-� •��i?�"�1 ..::�.�' � � .f �R� �- .{v.a/ f �' v `.i,•�-�` +,-yam a 'S�'�t�...��• '.r ley 74 � •i. �,I �, .•' `rte ..k•-^ z., t^= r it y omm �p `yam Y,10 t '4�1! r lr�rY"� � � ! { S I ' a y►�L e�7yy� v �1e•ia� 14 w pip 40 IV OIN •���'.,�s� -- � r•- �'.� '�.� ��''• �ice-i � . k � � s".i. * 45, f __yam zr. '7. `.v_ .,ff i .A" '; ��.ri.::a... �.�a 1r.'V '• < yfiti HOUSE PROPOSED SEPTIC SYSTEM DETAIL TOP TIED "°I 10 SCALE) SURVEY OF � � F'�' 13.0 4 DEIp mmr. FINISHED GRADE AL FLAG PRECAST REINFORCED CONCRETE COYkIi ELEV. �■�t��,gNG,WATERTIGHT h INSECT PROOF FINISH GRADE LOT 5 4 BURIED 1'DEEP min.2'DEEP mac ELEV.11..0- A• MIN.4'dia i CAST IRON COVER TO GRADE FLAG APPROVED FIPE 20'min i 'min. MIN.4'die. -t TOP EL 10.0• 3 MAP OF -T ED""' TOP °�' '°'° ffmED I I PE HARBOR LIGHTS ESTATES '11/ppF i o J PTICHm 1/8'/'• 8 :I, 3,CLEAN S�� �os,� INv. E, INVERT m 4•, `"m° R SECTION THREE AL VpI U '�` s.2' °�•4.4' +m FLO, LNVERT EI.EV.lI,S_ PIPE FILE No. 5147 FILED AUGUST 7, 1968 ��O%c' a : 4 SITUATE SEPTIC TANK (1) f`—B---I a BAYVIEW 1.MINIMUM SEPTIC TANK CAPACITIES FORA 4 BEDROOM HOUSE IS 1,250 GALLONS. I BOTFONI GROUND WATER • 1 TANK:8' DIA 4'LIQUID DEPTH. ETF,.Ara! �ELEy. TOWN OF SOUTHOLD 2.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 pet AT 28 DAYS. SUFFOLK COUNTY, NEW YORK S &WALL THICKNESS SFWl BE A MINIMUM OF 3,A TOP THICIWfSS'OF 6'AND A BOTTOM THICKNESS OF 4'. LEACHING POOLS (2) �+ \ ALL WALLS,BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 ped. S.C. TAX NO. 1000-79-04-27 4.ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERIIGHL, 1.MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOLE IS 300 sq R SIDEWALL AREA J= \ 5.THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WOH A MAX.TOLERANCE OF*1/47 2 POOLS;6•DEEP,8'dia SCALE' 1�'=40� �O \S ON A MINIMUM 3'THICK BED OF COMPACTED SAID OR PFA GRAVEL. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST RONFORCED CONCRITE(OR EQUAL) Q \ 66• 8.A 10' min. DISTANCE BETWEEN SEPTIC TANK AND"OUSE SHALL BE MAINTAINED. LEACHING STRUCTURES,SOLID DOMES AND/OR SLABS. JANUARY 8 2018 3.ALL COVERS SHALL.BE OF PRECAST REINFORCED CONCRETE(OR EQUAL)• � QE 4__ \ Z04 0 4.A 10' min.DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. AUGUST 16, 2018 ADD PROPOSED HOUSE 5.AN W min.DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. DECEMBER 26; 2018 REVISED BY S.C.D.O.H.S. 8.AN 8' min.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED.dp FEBRUARY 20, 2019 ADD PROP. FENCE OQ,V T d . MARCH 19, 2019 REVISE PROP. WETLAND BUFFER FENCE \X AREA = 25,066 sq. ft. \\ \\ \ \ ot a 0.575 ac. p AL \ \ \ \ \\ % k CERTIFIED TO: MARIA.�? \mac\\ \\ \ \ `0 fr KEVINHJOHNS Som \ \ n CHICAGO TITLE INSURANCE SERVICES, LLC CIV ,11E f2 \ \\ \ \ \ A \ ZD v 0 o \ 1 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:IIX,X AIL+? 90' ^ �,`v\��..•10.5 \ � iv?`sb,S", 2. 1tITANK; 8E SPTIC DIA. 4'N LIQUIDADEPTH CITIES FORA 4 BEDROOM HOUSE IS 1,250 GALLONS. C: I I za, \ \ T \ 3. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. N % a11fL c0i� � � �; I \\ t \ t �p/N�. \� mry� \ _POIJ& w 2 POOLS; 6' DEEP, 8' dia. FLAG ICO Op PROPOSED EXPANSION POOL 0', a / / / I T a :6!Y �� C \ ..• ` ' I x J ®PROPOSED LEACHING POOL AL IQU­ PROPOSED SEPTIC TANK y 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD k / r / r `' / �\/ ^ a OBSERVAT43 IONS AND/OR DATA OBTAINED FROM OTHERS. ' 6 / i:•ii. �r�i Bic / .......... X-U 2 I +� ... .. _ / 2 TEST HOLE DATA d? 0� F 0h * '. .. f / I ,/ (LEST HOLE am er GmmuLa anye'oN uww 27,2018) wr\ _ h I EL 120 0. 4 A / X j 2' M it 0RDeN SILTY"M SM m v. Q�,Q� � 3 r ¢,� Of'Q� '+<°• PREP IN's WITH THE MINIMUM 11 f!J d • I �,�1 y7• BROWN FM 70 MENUM SAND SP AS ESTABLISHED AND.��.•� I �/; _4, YORK SG ADOPTED N �r 12------ --4- 1rj I U/ `a 5 ' CO X TEST \ EL OW DRAINAGE SYSTEM CALCULATIONS, ?� �gp'1p � 70 TO MEDNY OWN FI SP � Z Z DILATER IN SAND NE — A DRIVEWAY AREA: 1,400 aq. ff. t 7� 1,400 sq. ff. X 0.17 = 238 cu. ff. S' X is , - 238 cu. ff. / 42.2 = 5.6 vertical ft. of 8' dia. leaching pool required PROVIDE (1) 8' dia. X 6' high STORM DRAIN POOLS ROOF AREA: 1,570 sq. ft. 'V�iq / 1,570 aq. ff. X 0.17 = 267 cu. ft. ij�� � N.Y.S. Uc. No. 50467 267 cu. ff. / 42.2 = 6.3 vertical ft. of 8' dia. leaching pool required �� +� - -UNAUTHORIZED ALTERATION OR ADDITION Z7 c r-� 1-+ p q f'"-� y7D_THIS SURVEY IS A VIOLATION OF PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS a v 3 - - r, j i:' 11 ES,y 11 ,7 it I,'r ,F 1 ON N209 LAWOF THE NEW YORI(STATE ■ PROPOSED 8' DIA. X 4' DEEP DRYWELIS FOR ROOF RUN-OFF ARE SHOWN THUS: .a wm I_: Al I; Nathan aft Corwin Iii / O J ! COPIES,OF 71NIS SURVEY MAP NOT BEARING • a. !Ir"'tT I THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor O, � I y , I EMBOSSED PROPOSED 8' DIA I SEAL SM 1.NOT BE COCONSIDEREDX 6' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: ` / ^y I;; III 1 TO BE lk VAUD TRUE COPY. h N00' ffyy . MAR 20 2019 CERTIFl TIONS INDICATED HERON SHALL RUN tl , ONLY THE PERSON FOR WHOM THE SURVEY 2 5 P AND ON HIS 81}111LF 70 THE Successor To: Stanley J. Isaksen,Jr. LS. TITLE MPANY,GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. ,. .. LENDI INSTITUTION LISTED HEREON,AND 70ITHE ASSIGNCERTIFICATIOOF THE NS ARE,ENDING � Title Surveys -SutdMaions - Site Plans - Construction Layout ION. 7-1727 SQUARE RIGGER LANE BDard cf T!11'-- NOT TRANSFERAB PHONE (6 LOCATED AT Fax (631)72DRESS AND/OR NT RIGHT OF WAYS OFFICES LEGATED AT L/All)NG ADORES AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamespott, New York 11947 4, -- --- ------ `THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND - -- -----— -- -- - ------ ---- --- "- -- -- -- - ------ - - -- - -- -- --- --- -- -- ---- CONSISTENT_WITH -INE SYSTEMS-SET OF PLANS AND SPECIFICATIONS APPROVED AND ON FILE WITH THE DEPARTMENT OF STATE, WHICH-WERE-APPROVED ON JULY-9, 2018- - }- � _ UNDER SYSTEMS NUMBER M013-2016-067. EXPIRES JULY 20, 2020' U7 WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY 2 a N --PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONALO_ d -— - - E - - -- - -- - - - - - - - __ ENGINEER, M ALTER THIS ITEM IN ANY WAY. y _ - =-- —--- - - -- - -- -- - - - -- - -------- ---- -- - —--- - --- - - -- - oc-- - _- - - 12 H Y N of NEfy� � L_ N a of 0Cl v o- uj Uo o ICE SHIELD ON EAVES AR �N�y� ` o m E5 _z Norq 15 y ` � 9 o m o i II I 12 1 ON—SITE SIDING 9 I 1 Ili CRICKET 6Y PBSta ao 1c L I L T� Q Ld 12 J TT t T i I I w CEILING ---------------------------------------------- f JAN 2 9 2019 - m � 1_ 1 r Ril^ T ------. = + N Q � _ + il a m m i ) FLOOR � --- -- -- - -- -- ---- - -- -- -- --��`- - -- I I I _ -:-I--'� O J C 1------------ ------------ --- zCEILINGCEILING i o z o- rn v 3 c w ® Lu I. c� r a Of m m O < en p d N =m p Elf i FLOOR FLOOR - mem UJ ATTIC VENTILATION Q EN N o PORCH OVERHANG, SLAB,POSTS AIdO RAILING LOWER 50% 0 EAVES FOR PORCH TO BE SUPPLIED AND INSTALLED ON-91E BY n h m W REO'D?M SpflPLIED-3-41 BUILDER UPPER 50%3-0 MIN deo EA GREGO 8/26/2018 6:27:37 AM a o + RE 'D2fi1 �PPUED2.B8 (4 PCS) I' I w + ACTUAL HOUSE MAY VARY FROM ELEVATION-ACCESS TO GRADE ON-SITE BY OTHERS as 201 is FROM AND -_'THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED CONSISTENT WITH THE SYSTEMS-SET OF-PLANS AND-SPECIFICATIONS-APPROVED-AND-- - ----- - --gyp- --- - _-- ON FILE VOTH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 Ln UNDER SYSTEMS NUMBER M013-2016-067. EXPIRES JULY 20, 2020- U1 N WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 14-5 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A_LICENSED PROFESSIONAL, - -O is_ a-- -- --- - - -- -- - - - -- - -- - - - - - ENGINEER, TO ALTER THIS ITEM IN ANY WAY, w- _ - -- ----- -- --- ------ - --- -- -- -- ---- — - ----- - - - -OF NE ¢ N ytOMAS C)� CD LL- o * ;, c"y * v � ca rn fes ' W F d JMl O_ .off 48052�NP�'rG� p > o 2_pES Sly U o a ICE SHIELD ON EAVES _ Is o = _ � IL � � r a m , 12a v M w CRICKET BY PBS [irCL s. 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EXPIRES JULY 20, 2020' U] WARNING: -IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL - - - ENGINEER, TO ALTER THIS ITEM IN ANY WAY. — - - W in no N� J g N �. ����4 0 0 � .� Z * a~ ` M 4 d_ to LIJ_ (ifF 0 {t I-- J C? 084526 �= o o = z ICE SHIELD ON EAVES ss1Q`�P4 m 1 z 0 El � a En � M m O 3 0 W N N - iii _._�� = i� f•�-1 ��i 'i r O m � w - sawn C3 r- . _. JAN 2 9 2019Ld SC' ;t!•- 1'!1 w CEILING L_L_ CEILING J CL in N .Qca 6 m I FLOOR -= FLOOR - � o - r , I � o z � � CEILING ------ CEILING z U } v a �I r IL m ' fn 3: 0 FLOOR -----_ FLOOR comm ;. ACTUAL HOUSE MAY VARY FROM ELEVATION-ACCESS TO GRADE ON-SITE BY OTHERS PORCH OVERHANG,SLAB,POSTS AND RAILING ¢ N N m c ;; FOR PORCH TO BE SUPPLIED AND INSTALLED ON-SITE BY o ¢ BUILDER - O 6 O m I GREGO 8/20/2015 6:27:37 AM ' 23 'THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND --- - - -------- ------ CONSISTENT WITH-THE-SYSTEMS SET-CF-PLANS-AND-SPECIFICATIONS-APPROVED-AND- ON ET-OF-PLANS-AND-SPECIFICATIONS-APPROVED-A -ON FILE NTH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 >_ Lo UNDER SYSTEMS NUMBER M013-2016-067. EXPIRES JULY 20, 2020' fn WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY = c ZIf _ PERSON, UNLESS ACTING UNDER THE DIRE011ON OF A LICENSED PROFESSIONAL O N ENGINEER, TO ALTER THIS ITEM IN ANY-WAY. Ed 1 rn ca Y a N Qf N O LL- co � a In `D In rq US .09 080526 d �i� CU] p = ICE SHIELD ON EAVES oF�ss'o� o E z o El o ,� O N rq vi 9 o n m o �N N • did 7 © la-^m !-- it V) ¢ 6—0 � ] o LI..I J {f) W CEILING CEILING M ry 12 s �12 (a CA - 00 R JAN 292019 FLOOR t--- FLOOR X En CEILING ------- _. �oa;Ii(TTnCEILING�:•r.c _�---_ - r ;U z M IL M. N W Q tr i � I m VE m1O I. o is FLOOR FLOOR --- --- 00 m m I _ _ __ N N N to uj PORCH OVERHANG,SLAB, POSTS AND RAILING Q N N m FOR PORCH TO BE SUPPLIED AND INSTALLED ON-SITE BY ~ p' r.nm °O BUDDER GREGO 8/20/2018 6:27:37 AM o a o 4' ACTUAL HOUSE MAY VARY FROM ELEVATION—ACCESS TO GRADE ON—SITE BY OTHERS Lil 2* 4 - - -- --- -- -- -- D 'THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM A - -- -- - ---- -- - -- -- - -- - --- --' - - - -- - _ --- - --- CONSISTENT WITH-THE SYSTEMS-SET-OF PLANS AND SPECIFICATIONS APPROVED ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON1JULY-9,-2018- r Lo - UNDER SYSTEMS NUMBER M013-2016-067. EXPIRES JULY 20, 2020' ul WO WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 14.5 FOR ANY = a t N PERSON, UNLESS ACTING UNDER_THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. 27'-8' I - 13'-9'UNIT°A" 13'-9'UNIT°B' - - FLOOR PLANS EQUAL TO OR LESS THAN 2,000 SQ. FT. HAVE v O LITTLE MARGIN FOR ERROR: 'THEREFORE. FINISHING THE 2ND J 8•_10• 6_� FLOORS, CONDITIONING THE BASEMENTS OR CRAWL SPACES MAY J o N Lf1LUNE IJ DATA PLA-I�STATE LABEL tlOR 5+" ASF _ BE REQUIRED TO MEET LOCAL ENERGY CODE. PBS/CBS - O o r 2310-zpx I I 610-EXT anD PFs lay LocanoN 2431Q-2 0 RECOMMENDS UTILIZING A HERS RATER AS PART OF YOUR O r i GROUP UIi1T5•a•,'B•,'E',"F' o, in PLANNING PROCESS. ENERGY MODELING AND CONSULTATION PRIOR U In m TO FINAL EQUIPMENT CHOICES AND FOUNDATION INSTALLATIONiE co _-_-- _-__- 1r-11" 3-2 4rjU-3Qj4QZ4 u24yazlao 'ya2 CAN HELP AVOID CODE COMPLIANCE ISSUES AT THE END OF THE kl= _ n +� BUILD PROCESS, PBS/CBS OFFERS A 3RD PARTY SERVICE FOR Q cm Raa p , R2+ nes en YOUR CONVENIENCE OR YOU MAY UTILIZE YOUR OWN HERS RATER. U STUF/ L2 r 51 I I � KITCHEN �$ � Ano 2x10 ��QF ���/� z 0 > d LIVING ROOM I J �' —� OMA 'O O = I I �i O I 1'SPACE 23'-11° �� '�N S A � U J D_ � I 3'-2' troll®66 f ASF � �dcn ~ � � w \ _ —J SA HDR. 3-2x6 * * _� al �F ° O ,_T. 3!0-EXT w z o q "' canErcma j Iii j 4'-0' 23-1 t/2'GYP m � � N y c Se E5 f5 COMBINE LIVING/ DINING �# I 8 1h 0$()526 t�� m O ¢ Room sq Ft 312,5 UghtReq: 24.67 I to N Y RPl. d. 5649 I gz1 I _ __ _J f9i. QFStaF ' Yelp Framet z&M I I 2x6 a 0 N I I HDR: 3-2x6 RAW e I I S DRAIN a SPF IP2. 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' Y o i 1` LOT LINE SET BACK FIRE-RATING/SEPARATION NOT REQUIRED UNLESS SPECIFIED OTHERWISE j w UER-DOOR - m 3Q48 no R 3-s t/2• I BY BUILDER AND CERTIFIED BY STATE. TEST SHALL BE z Ln 0 6'-0" 7'-B° =7 t/4 Lutl 3046 ¢ 6•_0• i COMPLETED BY HALCD ENERGY, 865 COUNTY RD., F PHELPS NY 315 698-1945. < =m PORCH OVERHANG SLAB, POSTS AND RAIUNG -MECHANICAL VENTILATION ON-SITE BY BUILDER 0 i Tn FOR PORCH IU BE SUPPLIED AND INSTALLED ON-SITE BY PER TABLE M15D7.3.3(1). ' BUILDER } I THE ON-SITE WHOLE-HOUSE MECHANICAL VENTILATION ' SYSTEM SHALL PROVIDE OUTDOOR AIR AT A J_---______-_---____________---_-----_ -_------- CONTINUOUS RATE OF NOT LESS THAN 60 CFM PER 6 m m ' TABLE M1507.3.3(1). H N ON N� I i I CONTINUOUS HANDRAILS ON-SITE BY o n`i o BUILDER SHALL COMPLY WITH R311.7.8 ^n m Io { oao GREGO 8/26/2018 6:27:37 AM NOTES: 1.=r-DENOTES ADDITIONAL COLUMN IN BASEMENT 5.9'-0"CLG.IN MAIN HOUSE 18'-5 V4"CLG.IN GARAGE 9.CEILING BEAM OVER GARAGE TO BE:(2)1 1/2"a 9114"LVL(PER UNIT) 3.2X6 EXTERIOR WALLS 16"O.C. &STAIRS TO BE 8 1/4"RISERS AND 9"TREADS. 10. 3.2X-(MARRLAGE WALLS 16"O.C. 7.CEILING GIRDER OVER STUDY TO BE:12111.'2"s 9 L'-I"LZ'L(PER LIN-IT)STACKED 11. � °, 3 ,01 4.ROOF RAPIERS 16"O.C. S.CEILING GIRDER OVER KITCHEN:LIVL\ ROOM TO BE:SEE#7 ON PAGE 3.2 G 1.� _ I - - - - 1 L `THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND --- - - - - -- ------- - - - -- -- - - --- ----- -- ----- - --`---- - - - --- - --- ---- - ---CONSISTENT-WITH-THE SYSTEMS-SET-OF PLANS-AND SPECIFICATIONS ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 Ln UNDER SYSTEMS NUMBER M013-2016-067. EXPIRES JULY 20, 2020' en WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY = a 2�: L N PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL 0 va, _ ENGINEER, TO_ALTER THIS ITEM IN ANY WAY. 27'-8' 1'SPACE V-9"UNIT'If 13'-9'UNIT"D' - N J 3046-2 306-2 � y V) M o � 12-11' 12-1111 0 z cn D s Q U DROPPED FLOORBEDROOM2 E BEDROOM3 ~ GIRDER CONNECTi U!L IN _ ��OV N Eby Y J 21011 511191'R.00R11M RIM (q Urj1k R�Sq� 122 I.IIt ReIF 9.7 55 R=m Sq Ft 3 3 7 I I �L ll�rt Prodae� 3&a3 L(g?t RrMee� 22 0� r 1�0 tv' 0 Q p = o 3-ROWS 1611 RPOS A C O.0 io N 5kM Re¢ 6.1 Vmt Raq• 4-97 m ,r��l '( LLL BAND TO 21110 BAD I 1,Lnt Pmvdclt 17.34 tent pmldeG 11.66 y Q Q < (ArTACH I PC.LW FODdOID HV 2ND PG OF r- 0 1�7 05115 THEMD-6D-1S®46'OL ------I -• ',•!1"1„� r+. 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Rmn Sq Ft; 204.48 I _ I BEI ow IIII I sill I m I Light Iib¢ 16.36 I rr I I T•f w ria v tight ProNeea 27.72 to I is WALK-IN lu u6 - I IA7 Il1 �iFFm ft 1115 I my I CLOSET F I ao G HDR®86'ASF o I I I 3046 _ 1- 'z'v o� T:7 I I ---------a-- ------- ---------- --------- ¢ $ , I I ra i 4-6° Tn W ¢ Tn ¢ o tae- 16'-3' I sA 0 GRADE j ahi V-10 1/2' 7'-5 1`2" i` 3046 "SDR W 3046 13046 I RGAW O } ATS t m m m �-- f HN\N\ d p\p t t\ m W GREGO 8/20/2018 6:27:37 AM o NOTES: 1.T-DENOTES ADDITIONAL.COLUMN IN BASEMENT 3.8'-0"CLG. 9.FLR GIRDER UNDER BEDROOM#1 TO BE:(2)1 1;*-r X 91/4"LVL I PER U1vTT)STACKED 2.2X6 EJt TERIOR WALLS 16"O.C. 6. CEILING BEAM ONrTHR BEDROOM#1 TO BE:(2)11/2"x 9114°'LVL(PER UNIT) 10. 3.2X4 MARRIAGE WALLS 16"O.C. 7. CEILING GIRDER UNDER BED#2i BED#3 TO BE:(2)11.2"x 18"LN'L(PER GATT) 11. a3 .2 t 4.ROOF RAFTERS 16"O.C. 8. 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