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HomeMy WebLinkAbout1000-115.-11-14 OFFICE LOCATION: ®i ®�® MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) ® �O Telephone: 631 765-1938 Southold, NY 11971 EOCAI.WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: August 10, 2022 Re: LWRP Coastal Consistency Review for GERARD & KAREN DIFFLEY SCTM# 1000-115-11-14 Cole Environmental Consulting on behalf of GERARD & KAREN DIFFLEY requests a Wetland Permit to demolish existing dwelling, deck, driveway and curb; construct a new±48'6" x ±61'2" two- story irregular shaped dwelling (±2,354sq.ft.) with a full basement (±2,354sq.ft.); remove ±387 cubic yards of soil for the full basement; construct a ±24' x±5' front porch; a ±21' x±5' rear porch; a ±4' x ±5' entry stoop on east side; install a ±40' x±35' irregular shaped stone patio with a ±15' x 15' shade porch; install a ±30' x ±14' in-ground swimming pool with a max depth of±7'; proposed patio, shade porch and pool to be on-grade; install a drywell for pool discharge; install a pool enclosure fencing; install a ±4' x ±4' outdoor shower; remove ±80 cubic yards of soil for pool excavation; install a pervious semi-circle driveway landward of dwelling; existing septic system to be abandoned (system to be pumped clean and filled with clean sand from upland source); and the installation of a new I/A OWTS system landward of dwelling; there is no proposed grade change. Located: 1050 Lupton Point Road, Mattituck. SCTM# 1000-115-11-14 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 proposal is CONSISTENT with LWRP Policies. 1. The recommendation is made due to the size of the property and the room needed to a I/A OWTS even though the structure is more seaward than the existing one. 2. Consider requiring a vegetated, non-turf buffer to mitigate the shift of the structure seaward. Retain trees and existing vegetation within the buffer. 3. Where will the outside shower drain? 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 'RECEIVED Town of Southold ( AUG 5 2022 L'6�W CONSISTE,NCC. ASSESSMENT FO L. Southold Town Planning Board A. INSTRUCTIONS 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 sianificank beneficial and adverse effects upon-the coastal area Gwlucli uicludes rill of,Soiithold 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. `I'biis,each ansWer must be expWney-in cletail,.listing7 both supporting-and >nom supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not.be und'ertakeh. 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, local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 11500 1100 _ 014000 PROJECT NAME DIFFLEY HOUSE The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 0 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: ❑X Nature and extent of action: REMOVAL OF EXISTING HOUSE,DECK,DRIVEWAY AND CURB.CONSTRUCTION OF NEW±47'X±61' IRREGULAR HOUSE(±2,354 SQUARE FEET)WITH A+24'X±5' FRONT PORCH,A±21'X+5'REAR PORCH INSTALLATION OF A±40' X±35'IRREGULAR STONE PATIO WITH A±15'X 15'SHADE PORCH. INSTALLATION OFA±30'X±14' IN POOL. ROOF RUNOFF DRY WELL TO BE USED FOR POOL DISCHARGE. REAR YARD TO BE ENCLOSED WITH POOL COMPLIANT FENCE. INSTALLATION OFA±4'X ±4'OU S SEMICIRCLE DRIVEWAY IN FRONT YARD. EXISTING SEPTIC SYSTEM TO BE ABANDONED(SYSTEM TO BE PUMPED CLEAN AND FILLED WITH CLEAN SAND FROM UPLAND SOURCE). INSTALLATION OF NEW I/A SYSTEM INIr FRONT-VAR-9. Location of action:. 1050 LUPTONS POINT ROAD, MATTITUCK, NY 11952 Site acreage:_ 0.4247 ACRES Present land use:.. RESIDENTIAL Present.zoning classification:.- R40 F - f 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: COLE ENVIRONMENTAL SERVICES ON BEHALF OF GERARD DIFFLEY 425 MONTAUK HIGHWAY, EAST QUOGUE, NY 11942 (b) Mailing address: (c) :Telephone number: Area.Code( ) 631.369.9445 (d). Application number,if an:.: Will the action be directly undertaken,require funding;or approval by a state or,federal agency? Yes Q No.O 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 willfurther each policy. Incomplete answers will-require that the form be returned for completion. DEVELOPED C'OAST`P®LICY- r 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 I for.evaluati on criteria, Q Yes. .E] No Not Applicable PROPOSED PROJECT IS IN KEEPING WITH THE CHARACTER ON THE AREA.,,'-, .,* _ .,T.. .;_,. ...r.;.. Attach,additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LNW'Section III—Policies Pages 3 through 6.for evaluation criteria LJ' Yes;' No El 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 PROPOSED PROJECT IS IN KEEPING WITH THE CHARACTER OF THE AREA. EXISTING TREES WILL BE MAINTAINED TO THE MAX EXTENT POSSIBLE. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LVVRP Section III—Policies Pages 8 through 16 for evaluation criteria r Yes 0 No 0 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 0 No ❑Not Applicable THE PROPOSED PROJECT INCLUDES THE INSTALLATION OF AN IIA SYSTEM 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 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,Q 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 E 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 LVW Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑- Ye� No� Not Applicable Attach additional sheets if necessary SURVEY OF PROPERTY N 51TUATE : MATTITUCK TOWN : 50UThOLD E 5UffOLK COUNTY, NY SURVEYED 08-28-2020 S SUFFOLK COUNTY TAX # D E C E I V E i 1000 - 115 - II - 14 CERTIFIED T0: J�N 15 2022 GERARD E.DIFFLEY KAREN L.DIFFLEY Southold Town PECONIC ABSTRACT,Inc. Board of Trustees CITIZENS BANK a� (� YV D goLe LUPTONS POINT ROA - o 10 O 2s0 O"W/ 001 pA f N;,32dS70f "%/ 300.00 �oG AY488.0 L N -2:11�- '-^— oGF,N 01 1 GA _ IU_ N n.° N la•ac, N CORC �bN SSOOP ti� N ��M�OGE� - c•�" � GA zO 03 23.9'__ N F�Mr rn Z 4 p�G 70 O zz.a y 70 O z rn nX �, Q O —� 70 O A o �9A TOP OF 5LOM O 0 ORDINARY HIGH WATER MARK 589057'24"W 101 .61 ' —DEEP HOLE CREEK- . :;_.:• .' "• 4:_y. "Unauthorized alteration or addition to a survey NOTES: at ' et^{�rD+ violation rot section 7209s a .nsubud vision 2.ofthe Y MONUMENT FOUND 't"' -' :�", New York State Education Law." © JOhN C. ENLER5 LAND SURVEYOR � :: �.E�,�f >,t. "f�-:.�•• � r„v `i�\�-;••';,� "Only copies from the orrginal of this survey '-'fife•°. •r 4� (S� "•�..�.:+ marked with on original of the land surveyor s stamped seal sholl be considered to be valid true copies" 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 "` '- " 5```' i' '�?S: {t`- 7`^t• +•a "Certifications Indicated hereon signify that this �d .��J' survey was proparad in accordance with the c><- Area = 18 GOO Sol. Ft. RIVERHEAD N.Y. 1 1901 3G9-8288 Fax 3G9-8287 Ftfl`;r.:-�:° �� -� sting Code of Practice far Land Survey Professional p -Y \ �-, i v ttr by tho New York Sole Association of Professional �r'i f ; Land Surveyors. Said certifications sholl run only Area = 0.42 Acres I :• - l fo lha peeson for whom the survey Is prepared, n_ r jesurve-y@optonline.net "• �,ti.` •.[t (1 and on his behalf to the title company, governmen- GRAPHIC SCALE 1 30 _��i;�%y - `",�'�•�"� �• Id agency and tending institution listed hereon,and to the ossignees of the lending instilut7w. Certifico- 2020-1451 lions are not transferable to additional institutions SURVEY OF PROPERTY SITUATE MATTITUCK QNEUSES PUBuCGWATER TOWN OF SOUTHOLD DWELLING SUFFOLK COUNTY, NEW YORK USES PUBLIC WA1�R nrs ROAD) S.C. TAX NO. 1000-115-11 -14 ToNs pOINN srREEri 1 p0 00' \ SCALE 1"=30' P WATER 6 x pRA1N JANUARY 19, 2022 PUBLICx LT ROADWAY pE Op.TR1H MAY 26, 2022 REVISE PER NYSDEC LETTER OF 05/12/2022 E ASP PROP DR FLQ� ` _ potE JULY 19, 2022 ADD SETBACKS TO TOP OF BUF O s "�N -7g'45'10"RpdN _ _ .... - o 0 � y 16.3 SOF• — x6 j{• / CURB TO BE REMOVE TOTAL LOT AREA = 18,600 sq. ft. 3 x Z5p 00 04 E CONC. MON HE OCK q •• I! V1 EXISTING DRIVEWAY NOTES: 0.427 ac. 11•. s �3• E }\�'•' ?R} LE OA vl :'It 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 48e�j04 f N79'4p0" Z \\`X .... alDW� .Y.N I EXISTING CONTOURS ARE SHOWN THUS: — —XX——— 300. 16.3 x �� •�$fi' 14 \� ? TO gE REMOVED 2. ALL DWELLINGS WITHIN 150' OF SUBJECT PROPERTY x O EXISTING • �l�0 \ O EXISTING HOUSE DECK ARE CONNECTED TO PUBLIC WATER. C� 2D" �c(ATERUNE �Cac! _�24� \\ 3. EXISTING WATERLINE LOCATION PROVIDED BY HOMEOWNER. Ln I HOL 14 0 K I }G.FL1�`' f'I 1B I 19.3 17.0 x ::.:''pi20F ::::•{'•. .......... 19' pFIDP°'E° ....:ln.::•::::::r:':•:. \ Sroov LOT COVERAGE OVER LOT AREA LANDWARD OF WETLANDS - .?:i......::::::: F .. pRoPp�OV� LOT AREA LANDWARD OF WETLANDS = 16,965 sq. ft. TEST HOLE DATA X_rs.i �'' .....::.v�:?': ::..:........ :`::. ` is•7p1�a1 OFF ALTO > :.i::2):i:•`. :}:::•i:•::...IS......::::•iii:.:.:::::::::•:::. ..... p�Ry D pOOLD15GH (TEST HOLE DUG BY McDONALD GEOSCIENCE •••••••••••Z!.::::':: ;;r:;;,;: :.: ' . :.: PLS FOR DESCRIPTION AREA % LOT COVERAGE ON SEPTEMBER 5, 2021 1:3OPM) 17.6 0 20' r •:::F.FL ;:;:;:;:;: ;•;::i:: � x I ' : ' :: :;•: :::;•:::•:::•...............................::•......: HOUSE 2.354 sq. ft. 13.9% EL 18.7' 14"0 I ':•::.4: ::::•::: :•::•...............:::::•::::. .............................. p ::::::::::::::::::::::.' BROWN SILTY SAND SM gA.C'VW 51L.T ! . ::............:::P1 Y HpUSE. pRD>'O FMFNT y1{FeE �tAD / ::: :::::•i:::•i:•::•i:•::•:25TOR FFL '...•i:::::i •.::.:. / ... FOOL PORCHES & OUTSIDE 47O s ft. 2.8% 7' pROp LIMIT OF PSE / :::i:::::•:•::::: is PROpG51 fl.:::::::: :j:::::':::..� ::::: ❑ q. p1sTu1� ft. :;;.{••;: ::;::::•:::::::::::::•:::_: :: r "`::•:: ::::•::::. � s apie SHOWER Few,B GROUND 13PpO,ga �T....................... .,;p. ....-^::.:::::::•:::.�:•::::: x �_1W POOL & COPING 512 s ft. 3.0% cLF Irt6 PRFA` •.';;:;•::; •: :. T :::•::::;•:;•::;•.... •• s n q• •• a'e a 19.6 ..::::f :(:f:::`.::(;:�;.. .,,.�..:...•:::.,•".:.,y..'< SyiAD 'S, U, TOTAL 3,336 sq. ft. 19.7% PALE BROWN FINE SAND SP c O • ut -n65r- \ ...... I 6 mr^ ►\ % 17.3 • • ':•P :::O D..:.i: ::' EL 1.7' ...... 17' "O :;'�:':.:Pk pOL ;:;•,r!.: ;. C_' m DRAINAGE SYSTEM CALCULATIONS: NO WATER ENCOUNTERED a y 10"OAK 1p^OAK ;A..'y.::::::.:.:.::.. ACENT z ;U o :.:;: r.: ':: 1 —APPRO" ovtNER ROOF AREA: 2,800 sq. ft. %. L 20'0 :;" .:: - - HousE 2,800 sq. ft. X 0.17 = 476 cu. ft. APPROX' ADCORNE — y — / — 6 476 cu. ft. / 42.2 = 11.3 vertical ft. of 8 dia. leaching pool required HOUSE — i8, PROVIDE (2) 8' dia. X 8' high STORM DRAIN POOLS DRIVEWAY AREA: 1,190 sq. ft. EXISTING SEPTIC SYSTEM TO BE ABANDONED p 1,190 sq. ft. X 0.17 = 202.3 cu. ft. (SYSTEM To BE PUMPED CLEAN AND FILLED WITH CLEAN'S ��? 10"OAK '' ry`o W 12 / N SLOPE 202.3 cu. ft. / 42.2 = 4.8 vertical ft. of 8' dia. leaching pool required SAND TRUCKED IN FROM AN APPROVED UPLAND SOURCE) ` 15.3 16"pAK OF PROVIDE (1) 8' dia. X 5' high STORM DRAIN POOL LIMIT OF PREVIOUSCSURVEY BYI�OHN C HEHLERS LLS DATED X10" 17^OAK /14 02/05/2021 AND N.Y.S.D.E.C. LETTER OF NON—JURISDICTION PREPARED IN_ACCORDANCE WITH THE INIMUM OSEp POOL .10"oA,K x14.3 —12 hh(( 2021, APPLICATION #1-4738-04772 00001 .,:•,. STANDARDSdFOR fSl1RYFi7tII ESTABLISHED DATED APRIL 1, IANT 24"OAK i B 8,OVI R SE H(t''13SkXXPP NN.R. rADORTID G°MPL CONC• MON. —— 'EV7"R) LAND OrrJA o . !14 18"OAK 10•opK 12"OA s� 1'4-Oxy � LEGEND 10 — 1 —— " / � PROPOSED FUTURE 5046 EXPANSION POOL p .•� ___ L0� _TW1N 14"OAK 6— — - /// FLAG 2 \ FLAG 4 PROPOSED SANITARY LEACHING POOL LAND= DS FLAG 1 —__ COLE WENVVIRONMENTARD LIMIT OF L SER CES ON TAOS/5%20E0 BY _ �l PROPOSED FUJI CLEAN CEN-7 —— ORDINARY HIGH WATER MARK TREATMENT TANK 0 PROPOSED DISTRIBUTION BOX I Y Lic. No. 50467 S 89"57' " W 101'61 �� SEAWARD EDGE OF MARSH ' PROPOSED 8' DIA. X 8' DEEP DRYWELLS ���.. UNAUTHORIZED ALTERAnON OR ADDITION FOR ROOF RUN—OFF ARE Nathan Taft Corwin III TO SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. DEEP HOLE CREEK TREE TO BE REM COPIES Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING " THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TREE TO REMAIN TO BE A VALID TRUE COPY. CERnnCAnONS INDICATED HEREON SHALL RUN AUG - 1 2022 Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys —Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICESBoard card of Told TOWT1 LOCATED AT MMUNG ADDRESS THE EXISTENCE OF RIGHT OF WAYS fT 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF rustees Jamesport, New York 11947 Jamesport, New York 11947 ANY. NOT SHOWN ARE NOT GUARANTEED. 4 A. 425 Montauk Highway East Quogue, NY 11942 (631)369-9445 www.Co[eEnvironmentalServices.com July 29, 2022 Attn: Elizabeth Cantrell Senior Office Assistant Town of Southold Board of Trustees 54375 Route 25 PO Box 1179 Southold, NY 11971 Re: Updated Description -Updated July 29, 2022 Jerry Diff ley 1050 Luptons Point Road Mattituck, NY 11952 SCTM No: 1000-11500-1100-014000 REMOVAL OF EXISTING HOUSE, DECK, DRIVEWAY AND CURB. CONSTRUCTION OF NEW±48'6"X±61'2" IRREGULAR HOUSE (±2,354 SQUARE FEET)WITH A FULL BASEMENT(±2,354 SQUARE FEET). ±387 CUBIC YARDS TO BE REMOVED. CONSTRUCTION OF A±24'X±5' FRONT PORCH,A±21'X±5' REAR PORCH. INSTALLATION OF A±40'X±35' IRREGULAR STONE PATIO WITH A±15'X 15'SHADE PORCH. INSTALLATION OFA±30'X± 14' IN -GROUND POOL. POOL TO HAVE MAX DEPTH OF±7'. ±80 TO BE REMOVED. PATIO, SHADE PORCH,AND POOL TO BE ON GRADE. ROOF RUNOFF DRY WELL TO BE USED FOR POOL DISCHARGE. REAR YARD TO BE ENCLOSED WITH POOL COMPLIANT FENCE. INSTALLATION OF A±4'X±4' OUTDOOR SHOWER. INSTALLATION OF A±4'X±5' STOOP. INSTALLATION OFA PERVIOUS SEMI CIRCLE DRIVEWAY IN FRONT YARD. EXISTING SEPTIC SYSTEM TO BE ABANDONED (SYSTEM TO BE PUMPED CLEAN AND FILLED WITH CLEAN SAND FROM UPLAND SOURCE). INSTALLATION OF NEW I/A SYSTEM IN FRONT YARD. NO PROPOSED GRADE CHANGE. E C E I V ED A U G - 1 2022 Southold Town Board of Trustees LATEST REVISION FOR THE 2020 RE51DFNTIAL GODS OF 15.00 WATER AND SANITARY SYSTEM 17.15 Landings(Section R511)Stairways-a floor or landing to be provided at top and bottom- No landing required at GENERAL 5 P EGI 1 C I GATI O N S NEW YORK STATE AND ENERGY CONSERVATION 1.05 Flashing-Aluminum flashing,lead coated,flash all wall penetrations. Flash top of an Interior stairway provided door does not swing over stairs. Exterior doors-a floor or landing Is CONSTRUCTION CODE OF NEW YORK STATE WITH ALL all corners. Flash all valleys,ridges,windows,door heads,and Joints of dissimilar 15.01 Sewage disposal system and fresh water supply shall be designed and built required on each side of an exterior door-At other than the required exit door,a landing Is not required CURRENT SUPPLEMENTS I materials.Termite Shield-Copper Kraft Paper In accordance with Suffolk County Department of Health. on the exterior side of a door having two or fewer risers. Egress doors-a floor or landing shall not be more than 1 1/2 in.lower than the top of the threshold-At other than the required exit door,the elevation 1.00 Survey data taken from survey: 16.00 M15CELLANEOUB different below the threshold of an exterior door is limited to 13/4",provided the door does not swing 2.00 SITE WORK 7.06 Caulking/Sealant-as selected by Builder. over the landing(not applicable to storm doors).(Section 8311.) 7.01 Gutters and Leaders-.032" refinished aluminum gutters. .024"prefinished aluminum 16.01 Extreme care and proper measures shall be used so as not to damage,bulge or 2.01 Excavation shall be sufficient to provide full design dimensions or to allow for forming P tip walls due to anysuperimposed pressure,shoring,bracing,etc.,shall be employed 11.16 Emergency Escape and Rescue Openings(Section R310). Bilco enclosures with direct exterior access as required.All footings to bear on virgin soil,pressure assumed bearing cap 2 T5F. _ leaders.Color-white.To dny.wells if required. until the full dead load of the building Is on the wall.Do not backflil against foundation permitted if in compliance with requirements. 2.02 Backfill and compaction-use clean earth containing no organic matter,well graded. 8.00 DOORS AND WINDOWS walls until floor system installation is complete. 11.11 Stairway Treads and Risers(Section R31 1)Maximum riser height to be 13/4'. Minimum tread depth FIII beneath structure shall be compacted to 95%density as per ASTM D 1557 16-p2 Where drawin s are In conflict with other drawin s or details,the contractor shall roti to be 10". Stairway width-stairways to be a minimum of 36"In width o points above the Method D. Backfill shall not be placed against the existing foundation walls until the 8.01 Openings for emergency use shall Include doors or operable parts of windows located g g fy permitted handrail height.Handralis may project a maximum of 4 1/2"on one or both sides of concrete is of a sufficient strength and the walls are braced at both top and bottom as to provide unobstructed egress to legal open spaces.Such openings shall not the architect for clarification. Do not scale drawings. m aria egress in an emergency, stairways. Minimum clear stairway width at and below the handrail height,Including treads and by framing lumber or temporary bracing. Ip 9 g cy,shall have a minimum area of 5.1 sq.R.with a min. 16.03 The architect will not have control or charge of and will not be responsible for construction and landings,to be:31 1/2"with handrail on one side only,21"with handralls on both sides. height of 24"and a min.width of 20"with bottom of openings no higher than 44"above means,methods,techniques,sequences and programs or for safety precautions and programs Within each flight,maximum variation of 318"betueen greatest and smallest riser heights.Within 2.03 Drainage at footings-as required 4"dram.perforated plastic pipe to dry well if soil finished floor in all above grade stories.All glass within 18"of floor to be safety glass. in connection with the work. each flight,maximum variance of 318"between greatest and smallest tread depths.Stairways with conditions require it. Backfill shall not be placed against the existing foundation walls Grade floor openings should have a min.net clear opening of 5 sq.R. solid risers to have nosings of a minimum of 3/4"and a maximum of 1 1/4". Nosings not required until the concrete is of a sufficient strength and the walls are braced at both top and 16.03a. The contractor shall give all notices and comply with all laws,ordinances,rules,regulations for treads at least 11"in depth.(Open risers cannot permit the thru passage of a 4"sphere.) bottom by framing lumber or temporary bracing. 8.02 Minimum window requirements per room Is 8%of floor area for light and 4%for and lawful orders of any public authority bearing the performance of the work and shall promptly ventilation. notify the architect If the drawings and specifications are at variance herewith. 11.18 Stairway Height(section slope Min.headroom of ad for stairways and landings.Headroom height 3.00 CONCRETE measured vertically from sloped plane adjoining tread nosing or from floor surface of 8.03 Doors and windows to be insulated lass. 16.03b. Owner and contractor shall indemnify and hold harmless the architect and their agents and landing or any platform.accessible space under stairs to receive 1/2"gwb. 3.01 Concrete work shall conform to American Concrete Institute Standard. g employees from all claims,damages,losses and expenses including but not limited to attorney .04 Entrance doors to conform to NY5 Energy code. fees arising out of or resulting from the performance of the work provided that any such claim, 11.19 Special Stairways(Section R311).Winders to have minimum tread width of 26". 8 3.02 Concrete shall be a min.3000 psi class @ 26 days unless noted otherwise. Porches damage,loss or expense(1)Is attributable to bodily injury,sickness,disease or death or to injury Tread depth to be at least b 3/4"at walkline. steps,steps,garage floor to be 3500 psi. 8.05 Garage doors to be rated for current/applicable wind load. to destruction of tangible property(other than the work itself)including the loss of use resulting there from and(2)is caused In while or in part by any negligent act or omission of the contractor,any sub- 17.20 Smoke Alarms(Section ted,I Where multiple smoke alarms are required,Interconnection is required. In 3.03 ReinforcingRods-ASTM A-305:b/6 x10/10 WWF ASTM A-185. Reinforcing contractor,anyone directly or indirectly employed by any of them or anyone for whose acts any of them Smoke alarms vi be located,In each sleeping room,outside of each separate sleeping area s 8.06 Guards shall be provided In accordance with Section R312 the immediate vicinity of the bedrooms,w each additional story n the dwelling,including basements in footings only where variation in soil conditions require,and where soil does not P may be unable,regardless whether or not it Is caused in part by a party indemnified hereunder. and cellars,on each level in split level dwellings where an Intervening door is located between provide 2,500 psi or noted otherwise. 16.04 Architect is not engaged for supervision In any capacity unless otherwise noted. the adjacent levels.An alarm located only on the upper level is permitted where there is no 3.04 Formwork shall be well braced true to dimension,level and plumb and foundation intervening door between the adjacent levels and the lower level is less than one full story below p 16.05 Contractor to obtain all permits and Insurance necessary to protect the architect and the upper level.Any alteration,repair,addition or conversion to an existing dwelling requiring a building has been designed for grades less than 5%. the owner.Architect to be notified in writing of all changes prior to and during con- permit now requires that all sleeping rooms in the house be upgraded with hard wired&Interconnected struaion.This drawing is an instrument prepared to facilitate construction and shall not smoke alarm. 3.05 Vapor Barrier 4 mil.polyethylene sheet lap all edges b". Membrane waterproofing be construed as a contract between the builder and the owner. Federal,State and Local 17.21 Handrails Size(Section R311)Two methods prescribed with option of accepting handrail with shall be Installed on all sub-surface exterior foundation walls. zoning and building code compliance shall be the responsibility of the contractor. equivalent graspability.Type 1 rails-if circular cross-section,diameter of 1 1/4"to 2' 3.06 Footings at different levels shall be stepped and the step rise and run shall be a 16.06 This structure has been designed in accordance with the NYS Energy Conservation code, if its-nonp rimeular rail,cross-section e 2 tl4"maximum with perimeters t[0 6 114".Type II maximum slope of 1 vertical to 2 horizontal. residential code in NY5. rails-perimeter dimension exceeding 6 i/4",graspable finger recess to be provided on p both sides of rail,with specific dimensional criteria set forth in code. 8.01 Section 8312 Window,opening control devices shall comply with 17.00 4.00 MASONRY A5TM F2090 The window opening control device,after 11.01 All envelope systems shall be in accordance with the latest revision of the NYS Energy conservation code. 17.22 H required r(Section f four Located at 34"vertically above nosing u treads. Min.of one handrail operation to release the control device allowing the window required for stairs of four or more risers. Handrails to be continuous full length -stairs from a point 11.02 Fireplace construction shall be In conformance with Sec.R1006.Air leakage with glass directly above top riser of a Flight to a point directly above lowest riser of a Right-may be Interrupted 4.01 Concrete Masonry Units shall meet ASTM G-90 grade A;solid block ASTM G-145 to fully open,shall not reduce the net clear opening area of the by anew post at a turn,volute or turnout permitted over lowest tread. Guards(Section R312)Railing is to be grade B.Shapes as required;28 days old before Installation. Minimum net window unit to less than the area required by Section 8310. enclosure and doors outside air supply shall be provided as per N1102.4.2. a min.height of 3b"where porch,balcony,landing or raised floor surface located more than 30 in. compressive strength of block to be 2500 psi. 9.00 FINISHES 11.03 Guard rails where required.(SectionR312) above floor or grade below. 4.02 Parging-1 coat Portland cement parging on above grade CMU. Sponge finish Y" 11.23 Draftstopping and Fireblocking(Section R302)Nhere a floor membrane above and 11.04 The code describes the height of a building as the vert.distance from the grade plane to the at masonry walls below grade. 9.01 Drywall-%"tapered edge gypsum board,applied,taped and finished as per US g g telling membrane below create the concealed space In a floor/ceiling assembly,draftstopping Gypsum Company recommendations. Use water resistant type as substrate for avg height of the highest roof surface.Grade plane is lowest point of grade from any distance 6-0" to be provided under following circumstances:ceiling suspended under floor framing,floor 5.00 METALS ceiling as per NY5 Building code. away from house. framing constructed of truss-type open-web or perforated members. Materials for draRstopping 11.05 Attic access openings must be a minimum of 22"x 30"with a min.of 30"unobstructed headroom to be adequately supported and installed parallel to floor framing members unless otherwise 5.01 Anchor bolts shall be 5/8"diameter embedded T"in poured concrete and 15"In 10.00 CAST-IN-PLACE CONCRETE - above(Ra01.1) - - approved.,1/2"gypsum board,318"wood structural N ructural panels,3/6"Type2-M- particleboard unit masonry. Min(2)anchor bolts per section of plate. 12"from each end with Inter- _ other approved materials. mediate bolts as per chart on seat A-2.. 10.01 All reinforced concrete shall be furnished and installed In accordance with the �{r�-� fes' current AGI-318"Building Code Requirements for Reinforced Concrete." E C f5 V IP 5.02 Metal Joist Hangers and Ty-Downs shall be used at all Joists with direct bearing. 11.06 Stairway Illumination(Section R303).All interior and exterior stairs to be provided with Illumination,Including �I SEE HERS RATE 111555 18 GA galvanized steel. Use all nails provided by manufacturer.By Simpson or equal. landings and treads. Interior stairs light source to be in Immediate vicinity of each stalway landing E I`1 E ROY GO D E R All framing to receive hurricane clips and tie-downs as per sheet A-2. 11.00 FOUNDATION NOTES y y REPORT or directly over each stairway section(minimum 1 foot candle). Exterior stairs light source to be in 1101 The presumptive Boll bearing capacity is assumed to be(2)TSF for all footings. Immediate vicinity of top landing of stairway(bottom landing for basement stairways).Light activation . 5.03 Nails-number and type for each application as called for In the NFCM(see sheet A2). devices to be located at both top and bottom of interior stairs;located within the dwelling unit for I,Peter Podlas Architect certify that these plans as modeled 11.02 Filled subgrade below floor and footings shall be compacted to be 95%of the exterior stairs(continuously illuminated or automatically controlled also permitted). Exterior decks with meets or exceeds all requirements of the 2020 RG NYS& A i Iy G s 1 2022 modified proctor. staircases light switch at top and bottom of stairs. b.00 HW HOOD 17.01 hthis ho Whenever an alteration is made to a residence,the entire residence has to have hardwired smoke 2020 NY5 EGGG and all energy codes specific to the local Jurisdiction in which this home is built.I further attest that 11.03 Provisions must be taken to protect all concrete work from frost damage with special detectors installed(Section R314). the certified Home Energy Raters report,adheres to the 6.01 Sill Plate- MGA treated to meet American Wood Preservers Institute standard. attention paid to footings and other on grade prior to backfilling and enclosing the building. requirements of the 2020 EGGG as per his required submitted Termite shield-Copper Kraft 17.08 Exterior frame walls with no fire rating of 0 hour have a min.fire separation distance of 3 R.(Section R302). analysis and certification. Southold Town 11.04 The maximum vertical distance measured from the top of a basement floor slab to 6.02 Floor,telling Joist,roof rafters and girders-same grade and construction as for outside finished grade shall not exceed the following. 17.09 Landings at exterior doors. Board of Tft)sten N structural lumber noted below(b.08). Type of all Height (Section R311) ---- - 6.03 Bridging wood cross bridging as required b code.8'-0"O.G. 8"block w/#5 rods @ 48"o.c. a R. 11.10 Light,Ventilation and Heating(Section R303)Habitable room to be provided with aggregate 9 g- 9 g- q y 8"block w/#5 rods @ 40"o.c. 9 ft. glazing area of at least 8 percent of the floor area of the rooms. Exterior glazing not required First Floor 2354 5Q.FT. 8"concrete(unreinforced) max unbalanced backfill hgt 1 R 6.04 Roof Trusses-designed and manufactured to meet all applicable codes. Provide a"concrete V wall(reinf.)#4@ 40"OG Vert.,#4 within top 12"and at midpoint O rooms with artificial antight capable of avg.Illumination of b l candles e t o above the floor. shop drawings sealed by a Professional Engineer;fabrication certified by engineer max.unbalanced backfill hgt 8 R. Outdoor openings for ventilation in habitable rooms to be at least 4 percent of the floor area of Second Floor 1230 5Q.FT. T. prior to Installation. 8"concrete T wall(relnf.)#b@36"oc vert.,#4 within top 12"and at 1/3 pts,max. the rooms. Total 3634 0. T. - Porch&Outdoor Shower 4'10 5Q.FT. 6.05 Floor Deck-518"plywood,standard C,-D-X DFPA,direct bearing at edges. Provide unbalanced backfill hgt.8fl. W'plywood finish underlayment below all vinyl flooring or equal. Glue to Joists. 10"concrete 10'wall(relnf.)#6 @34"or,vert.max.unbalanced backfill hgt.9 R. 11.11 Ceiling Heights. Malin m Ceiling Minimum ceiling height of for:al the lowest projection required far habitable rooms. Minimum ceiling height of 7 R.permitted for:hallways,bathrooms,laundry 12.00 MASONRY roams,and basements Habitable basements areas,with reduction to 6-8"at beams,ducts and other b.Ob Roof Deck-Y plywood C,-D-X DFPA,exterior glue. obstructions. Minimum height of 64"permitted In nonhabltable areas of basements and hallways,with t This drawing has been prepared In accordance with the provisions of Title YII,Article 12.01 concrete masonry units(CMU)to ASTM G-90. red,ction to 6'-4"at beams,ducts,etc. 145,Sections 7200-1209 of the NYS Education Law. It is a violation of said law,for 6.07 Sheathing-112"plywood G-D-X DFPA,exterior glue any person,unless he/she Is acting under the direct supervision of a licensed 6.08 Nall Studs- 2 x 6.See framing and plans for spacing.All structural lumber shall 12.02 Minimum net compressive strength shall be 2,000 psi. 11.12 Sanitation(R306 and R301).Toilet,bath and shower spaces to be provided with fixture professional Architect to alter any portion of this drawing In any way. If any part of have 1100 fb bending stress;1,600,000 modulus of elasticity and max 1 q%moisture clearances and clear floor space as shown In Fig.R301.2. Shower compartments to have this drawing Is altered,the altering Architect shall affix to the Item altered his seal and content,Doug Fir No.2 unless noted otherwise. 12.03 Mortar to be type"N". compressive strength to be 2,000 psi. nonabsorbent surfaces to a minimum height of 6 R.above the floor the notation"altered by'followed by his signature,the date of alteration and a 6.0q Siding Synthetic stucco over Tyvek 17.13 Hazardous Locations(Section R306)Specific hazardous locations where specific description of the alteration. 12.04 Provide"Dur-oiwall"standard gauge or equal in all walls over b courses high. glazing to comply with provisions for human impart loads: Glazing In side-hinged swinging doorsan 6.10 Plywood-all plywood used structurally shall meet the performance standards and 13.00 5TRUGTURAL STEEL NOTES g g P y P p g g g e e This drawing has been prepared for the specific project Indicated,and Is dl all other requirements of applicable US commercial Standards for the e, rade (other than d b1fold c Glazing in fixed and sliding panels r sliding door assemblies- Glazed panels Instrument of service copyrighted by,and the sole property of Peter T.Podlas,ut t q pp type,9 in sliding and bifold closet door assemblies.Glazing in storm doors.Glazing In unframed swinging This drawing may not be copied or used,In whole or In part,by any party without the and species of plywood and shall be so Identified by an approved testing agency. 13.01 Steelwork In general shall conform to the current specifications for the design, doors.Glazing in doors and enclosures for hot tubs,steam rooms,saunas,whirlpools,bathtubs expressed written consent of Peter T.Podlas,PG. Infringements or any use of this fabrication and erection of structural steel for buildings adopted by the A150. and showers.Nhere any part of building wall encloses such compartments,glazing within b0" drawing for any other purposes will be prosecuted to the full extent of criminal and 6.11 Provide double Joists under all parallel partitions. vertically above standing or walking surface to be regulated.(5 R.rule-5 R.above walking civil law. Possession of any copy of this drawing not containing this notice or the 13.02 All structural steel shall be in accordance with the ASTM specifications,A36 surface,5 R.horizontally out.)See Figure in Section R305 Architect's seal and signature,in red Ink,will be grounds for prosecution. 6.12 Provide(2)2"x 10"headers min.over any window,door opening or any opening with a strength of 36,000 psi. Theshall be no master filing of this plan with any building department and shall with double uprights,T-0"and overwith triple uprights,unless otherwise noted. 11.14 Automatic Fire Sprinkler System NOT required to be Installed(Section R313) deemre the plan to not be valid,sealed and signed plans are good for one calendar See Header Schedule A-2 13.03 All connections except as noted on plans and detalls shall have bolted or welded -gearvEgm the date listed below. 6.13 All pre-engineered lumber shall be Georgia Pacific GPI series wood I-beamconnections as in the latest edition of the AI5C manual.s and E� [`�/0.71241 an is fo{the building lot address below and is fora one time use Dated LVL products or equal.All Joists,girders and headers shall have bearing stiffeners 13.04 Shop drawings to be submitted to structural engineer for approval prior to fabrication. Architectural �GZ 071291217',r;_ Address:1050 Lupton Point Road,Mattituck,NY Installed as per manufacturers recommendations.Neb stiffeners shall be required ' at all load and bearing points at a minimum. Handling,storage and erection of 13.05 Erector shall provide adequate temporary bracing for lateral stability until stud walls, REVIeW Board J �! �ti `A�\ GENERAL NOTES& components shall be as per manufacturer's recommendations. plywood,roof trusses,and sheathing are In place. �JQ I SPECIFICATIONS 1.00 THERMAL AND MOISTURE PROTECTION NOTICE:BUILDER'5PLANS �- a r r Karen&Jer Diffle 7.01 Dampprooflng,brush apply one coat of asphalt emulsion to exterior of all below 14.00 ELECTRICAL The carbon necesnants to the architect that he possesses the particularcompetenceand skill In �' %'1't y grade walls. Also add vapor barrier as per 3.05. construction necessary to build this project without roll engineering and architectural services,and, ill AK4 14.01 Shall conform to the latest revision of the National Electric code,the Local Power for the reason that the eontractorwishes to rely upon his awn competence,the Contractoror owner ""f PETER T.PODLAS 1.02 Sill Seal-1/2"x 5 1/2"compressible fiberglass beneath all exterior sill plates. Company and all applicable local regulations. has reshieted the Architect's scope a prcfesslonal services.In reliance on the Contractoes warranty and at the express request athe contractor or owner,the Architect has under taken a limited scope of professional services The construction documents prodsded by the limited Ices shall be termed ARCHITECT 0° 7.03 Insulation-See Building Section&HERS Report 14.02 Provide clock type day/night thermostat. "Builders Plans'in recognition of the contractors sophistication.construction will require that the ap%1058,REMSEN9URG,NY 11960 631435-0939 Contractor adapt the'Builders Plans°to the field conditions encountered and make logical adjustments 4 14.03 Provide smoke detectors as per NYS building code. in fit,form,dimension and quantity that are treated only generally by the'Builders Plans°.In the event 0. r T'� 1050 Lupton Point Road Al 1.04 Roofing- EPDM flat roofing material P g additional detail or guidance Is needed by the Contractor of Owner for construction of any aspect of �, J^ f. the new project,he shall immediately notify the Architect.Failure to give a simple notice shall relieve the :A5 N tN0 Mattituck,NY page 1 of 5 14.04 Kitchen and bath to have exhaust fan as per NYS building code. Architects responsibility for the consequence. 'ka'''// �" 'v 2020 RESIENTIAL CODE OF H GENERAL 5FEGIFIGRTION5 UNIFORMDODE UPP EM NTS YORK STATE& HURRICANE SHUTTERS INCLUDING LATEST Double Plate Splice ENERGY CONSERVATION CONSTRUCTION CODE The General Contractor Is to provide the SUPPLEMENT For exposures"B•';'c","v" �°--->(�Plate structure u4th 112"GDX plywood panels w/ tNY1 R101.7.1 Amendments of New York State code books, Building Building Dlmenslon 62x48 MIH.Splice Length pre-drilled holes for fastening screws for all In Chapter 1,the lertn'New Yolk State cotle Oool¢'shall Include the Residential Cade of New York Stam(te.,this publl0atlon),me BuiMng Code of New York Stale,the 5 I IGe Windows and Doors.Panels to be Plumbing Cade of New YorkStale,the MCUaNcal Code or New York state.the Fuel Gas Code cf New York Stage,the Fire Code of New York stare,the Property Maintenance Ground snow load 20 Flood Zone X 1' numbered and stored on site in a dry area. Coda Driven,Yoexsbfe,the adsvng Suvoi Code of New yolk state,and the Energy Conservaffon Construction Code of New York state.Provisions In any one or more of the Wind Speed 128+ ('I 3)1 bid ea. Naw York State code books may be amended from time to time by provisions in 19 NYCRR Parts 1220 to 1227 at 19 NYCRR Pad 1240,as currently In effect and as hereafter (e u3indspeed.atcouncil.org) Exposure B Use#8 Wood Screws-2"embedment: Topographic Effects NO 5pecialWlndRegion NO side Of Splice Top amended from time totime.If this publicaBonlsnew orhereafter soamended,references lnWspubiicallonta'thiscode'shallbedeemed tobereferences tothis publicallones late 16"Or. for 0'-4'-0"Panel span so amended.If any other New York State code book is now or hereafter so amended,references In this code to such other New York State code book shall be deemed to be WindBoumeDebrisZane No seismic Category B below p 10"OG for 4'-0"-6'-0"Panel span references tosuch N-YarkState code book assoamendetl. Air Freezing Index 5qq Weathering Severe z�- �• 8"OG for b'-0"-8'-0"Panel span Frost line Depth 36° Termite moderate to heavy Section 4905 Wind resistance of asphalt shingles.Asphalt shingles shall be tested In Winter Design temp 15 Mean Annual temp 51 Ice Shield Required <8/12 24",>8/12 3b+ 1n Use#10 Wood Screws-2"Embedment: accordance with AST07158.Asphalt shingles shall meet the classification requirements of Bottom __ _ 16"OG for 0'-4'-0"Panel span Table R905.2.4.1 for the appropriate ultimate design wind speed.Asphalt shingle Ceiling Live Load 20 PSF �'y" 12"OG for 4'1"-6'-0"Panels an packaging shall bear a label to indicate compliance with ASTMO1155 AND THE 2nd Floor Live Load 30 PEP "TOP VIEW" plate f!' *'-� P REQUIRED CLASSIFICATION IN Table Rg05.2.4.1. Exception:asphalt shingles not q"OG for 6'-0"-W-O"Panel span included In the scope of AST1,101158 shall be tested and labeled to indicate compliance 1 ST Floor Live Load 40 PSF Exterior Deck Load 40 PSF =Wind with ASTMD3161 and the required classification(n Table 4905.2.4.1.Table 4905.2.4.1 Avg.Dead Load(all)10P5F Notes:Anchor bolts to be 112"die.48"oc and a min.of 7"embedded into concrete, provides classification of asphalt roof shingles. max.12"from any corner and splice,min.T'from edge of sill plate.Anchor bolt •a'v,; washer to be 3"x 3"x 3/16,max 1/16"oversized hole.Use hot dipped anchor bolts '2s7e4.•Mw - raved, Section 4004 Gelling diaphragms.At gable endufalls a ceiling diaphragm shall be provided Spans Exposure B,G,D Douglas Fir#2,Fb=850.psi,E=1,600,000 and washersin all flood zones.Double up all 2xb sill plates and lap bottom splice with sa Mm s9+.^12D by attaching a minimum%Inch(12.1 mm)gypsum board or a min.3/8 Inch wood structural top plate and spike top plate to bottom plate with(3)164 common nails each side of S_yaayaaruRl IoStmwn etaDaR6- ,^�_ Pmm91m panel sheathing,that complies with Section R803,to the bottom of GJ or roof trusses and splice In lieu of having both anchor bolts within 12"of splice on the bottom plate. q rwo� !! sR6Ets connected to wall framing in accordance with Figures 4804.3.1.1 9(1)and 4804.3.7.1(2), 2xb 2?1_ 2x1.4 2x12 (Note:the bottom plate splice must have a least one anchor bolt within 12'from Its �� Imouoa unless studs are designed as full height without bracing at the ceiling. Flat blocking shall Rafters 12"oc 12-6 15-10 1g-4 22-5 end) 8602.11 cake •!/rmauoa AarA�6 consist of G-shaped or track section with a min.thickness of 33 mils.For a gypsum board j Sxrfs / PeuntrEa sheathed telling,the diaphragm length shall be in accordance with Table 4804.3.1.1.For a 16"oc 10-10 13-8 16-q 19-5 : % auka,a wood structural panel sheathed ceiling,the diaphragm length shall be not less than 12 R. Clg Joists 12"oc 15-0 19-1 23-3 26-0t for building widths less than 36 feet or not less than 14 ft.for building widths greater than or Woe. 13-0 16.6 20-2 26-0 � :" list FI.Joists 12"oc 10-9 14-2 18-0 20-11 TYPICAL sf9Er equal to c R.The ceiling diaphragm shall be secured with screws spaced at n max 6 16"oc 9.9 12.9 15-1 18-1 TPIOII ROOF` Inches 5 4.panel edges and b max h inches oc n the field.The required lengths in 2nd Fl.Joists 12"oc 11-10 15.1 19-10 23-4 SHEATHING Table ied by.1.1 for gypsum board sheathed ceiling diaphragms shall be permitlengths n to le 16"oc 10-9 14-2 11-5 20-3 Table 602.3(1)Fastening Schedule multiplied by 0.35 If all panel edges are blocked. Multiplying the required lengths in Table 4804.3.1.1 for gypsum board sheathed ceiling diaphragms by 0.9 shall be permitted If all ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATON ! i ;16d common(3112 x 0.162•) 76"a.c.face nal panel edges lengths forsecurewith diaphragms spaced 9 4 inches oc Table m board sheathed, Provides OFFASTENER°•b•` Bottom plate to joist,dmjalst,band joist or there required of ceiling d(a hra ms at able endwalls sum board sheathed,u2lth 74 160 box(3112 x o.13s•):or a ceiling height of 8 feet. blocking(not at braced wan panels) 12 o.c.face nail Root __ 13'+0.131°nails Where wind Is>130 mph use Solid blocking @ 1st huo end bays Qea cox(zt/z"•0.113')or }164 boz(31/2=0.735-):or 3 each 16"o.c.face nail of END WALL 4B"OG.Blockin to receive a min.of(2)Bd @ Section 4905 undetiayment and high winds. Underlayment applied In areas subject to high Bottom plate to Joist dm Joist band Joistar , @ g 3Bd common(2/2.0.131'7:or 15 2-Ed common(3 1e-0.162"):or 2 each 16•o.c.feta nail winds above 140 mph,In accordance with Figure R301.2(4)A shall be applied with 1 Blocking between ceiling joists or rafters to top plate }10d box(3'•0.128•);or roe nail blacking(at braced wall panel) 43'-0.131'naris 4 each 16"o,c,race nate each end of blocking.(121) corrosion resistant fasteners in accordance with the manufacturers installation instructions. 3.3•=0.131•nailsFasteners are to be applied along the overlap not farther apart than 36 Inches on center. 4-8d box(zty•o.t131:or ! •s• Underlayment Installed where the ultimate design wind speed equals or exceeds 150 mph :48d box(2112-=0.113'):w € i}16d box(3'/2•0.135'):or 1}84 common(z1/2.0.131);or ! '48d common(z1/2+0.131);or Tae nail 1 1Y�nd shall comply with ASTM 04869 Type IV or ASTMD6757.The undetiayment shall be 2 ceningloists to top plate Perjoist,toe non 1 __ __ - _ attached Ina rid pattern of 12 Inches between side laps with 6 In.spacing at the side laps. j}10d box(3'•0.128');or i ( 4104 boz(3'=0.128"):or R,..4Sxa,t g }3•=0.131•na8s 43"x 0.131'nalls _ _ jly f"- - - �J PP q P 9 _ 116 Top or bottom plate to stud Under) merit shall be applied ll a Mach for using halt talo les in accordance withhTable 410d box(3-x 0.1287:or I }t6tl box(31/2.0.135°):or as".,aa, !m 4905.1.1(2)Underlayment shall be attached using metal or plastic cap Halls with a head dfingjoist not attached to parallel renes laps over 12-16d common(3+y=0.162'7;or End Han °e<ua' =9v,•ah -_ __ die.Of not less than 1 In.with a thickness of not less than 32 gage sheet metal.The cap Cel 3 Par68ons[see Sections 8802.3.1.R802.3.2 and }16d common(31/2•0,1621;or Face nal i3-10d box(3•+0.126=7.or rear nw J_' vm.,:ti nail shank shall be not less than 12 gauge with a length to penetrate through the roof !Table R802.5.1(9)] I 1rcf •sheathing or not less than 3.4 inches Into the roof sheathing. Exception:As an altemadve, 3J••a131'naps seismic adhere as=0.131"naps _-- }104 hoz(3'+0.128'),or s, as 173 d undedayment complying with ASTMD7970 shall be permitted.R905.16.1 wind ._.-_ ._._.. ______..___ .____....._.. __ ... : resistance.Photovoltaic shingles shall be tested in accordance with procedures and iCelling Joist etlached topamnel rafter(heel joint) n Top plates,laps at comere and intersections 2-1 Ed common(31/2.0,1621:or Face nail Fa ia�� acceptance criteria In A5TM03161.Photovoltaic shingles shall comply with the 4 I(sse Sections R802.3.1 and R802.3.2 and Table 4802,5.7(9) Fate nail I-_ __ '3-3°x 0.131°naps r, j2S classification requirements of Table 905.2.4.1 for the appropriate max.basic wind speed. Tani=RRI125,f9.V i ,3-8d box(2'/2•0.113):or All 12n Photovoltaic shingle packaging shall bear a label to Indicate compliance with the 4-104 Dox(3'x 0,128•):or 2-8d common(21/2.0.1311:or Face nail !s„.a 1,e procedures in ASTMD3161 and the required classification from Table R9052.4.1. 18 1'brace to each stud and plate - - ---- ! 2-10d box(3••0.128);w _a;m 5 Collar tie to rafter.face nail or Ith-x 20 ga.ridge soap to }10d common(3"•0.148';or Face nail each rafter 1 ' 12 staples PIZ s<, ___`__'u_._a_:v _ _ ___ Section R905 Rooftop-mounted Photovoltaic systems R901.2 Wind resistance.Rooftop- ,after • mount volt for modules' --/-- , ---� -"---- -"'- - ----- Ta i4_____ _ ____ .-..._.....__ ed photovoltaic pane es systems shall be installed to resist the component 43"+0.131•nails }ed box(2!2"•10.n3•):or �cit io.a n_ _ _ _ and cladding loads specified in table R501.2(2)adjusted for height and exposure In I I commonlz IZ•0.137");or ois _ }76tl box nails(31/2-0.735);or 79 7'=6°sheaNing to eaU Dearing Face nail !, ^^� accordance with Table 4301.2(2). i 2 toe rials on one side and 1 toe nail 1 12-104 box(3'•0.128'):or }7Od common nails(3•-0.148);or s IRarter or roottruss to plats on opposite side of each rafter or i I "2 staples,I'crown.16 ga.,1314"long '4 _ Section R602 Wall anchor BOLTS-1/2"DIA- latewashers not less than 3'76'k3/16". I 14104 box(3'x 0.128):or Wss' � - '3-8dbox 2'12=0.113 or p i (43'+0.131'nails ( ( ): Max bolt spacing shall be 48"oc for duo stories in height,l2"oc for one story In height. --- '- --__-------_�416tl(3112"•0.135);w---- -- -- -- _y i3-8dcommcn(21/2.0.131);or ! } =10d common(3112 0.148'):orFlood4602.10.8 Roof Rafter ties to wall ! }104 box(3"x 0.128");or [°'`°°'3 I14-10d box(3-•0.1281:or Toe nail 3 staples,1-crewm.16 ga.,130ong _ - -- Roof rafters to ridge.valley or hip rafters or root rafter i43"-0.131'nails 20 1•+8"and wider sheathing to each bearing :Wider than l"+8" Face nail to 42arc ;zl°,zware) R602.1 Wall bracing as per R602.1 7 I '48tl box(2112.0.113'):or T _ ;to minimum 2"ridge beam 3-16d box 31/2.0.135);or Md common(2112.0.131'7:or i2-16d common(31/2=0.162'):or End nail ' }104 box 3'=0.128;or }7pd box(3'•0.1287:or ( ) , Rafter or Truss Uplift Connection Forces From Knd }3"•0.131"nails I I. -,___ „__,,, ... I4 staples.i'clown.76 gat /a'long _ __ - -__-_ (Pounds Per CID onnection) _ _ AUG - 1 2022 16d Common(3112'.0.162') 24'o.c.face nag I ur..w,me V•"t Reef PRM Roof PRN Roof PSN Root PMN Root PRN 6 SNdto-a lit.,at bracedwall panels) lad box(3"x 0.128•);or I 15:12 a5:t2 15:13ri--i 2 15:12 15:12 45:12 aa:t2 15:12 x_&-12 16•o.c,face Had {I3-•0.131'nall5 � ! 12 W i3Rii to 61 S1 e8 122 113 164 b0%(3'12"`0.135"):or - - - _ - -- - _ - -- - - - to 59 5281 122 nil 157 IseStudto stud anti abuttin studs at Intersec0n all comers 12"o.c.face nail j iNY)TABLE D101 Southold Town g 9 gw 3"=0.131'nall9 I34 7f 63 fee 38149 11'I 192 178(at braced wall panels) a '-'-' I as n 63 121 tag 157 153 216 203 76d common(312•0.1627 - 16• -face Hall DEGREE DAYAND DESIGN TEMPERATURES'FOR CITIES IN NEW YORK STATE 1r=c. oard o Trustees 16tl common(3'/2.0.167) 16'o.t.eachedgeface nail n e5 75 1N 120 195 170 Zia 223 __ 10 Built-up header(2-to Yheadii-It11h°spacer)-- - HEATING DESIGN TEMPERATURES 36 64 Sz dos ,i5 132 203 136 251 234 led box(3'12 x 0.1357 12'o.c.each edge face all 42 1K 9t tai 166 149 233 211 lee 2r9 DEGREE Afinter Summer -_-5-8tl bo%(2112+0.113");or j DAYS DEGREES +9 118 103 IN tae les 258 2.T6 See alt 11 Continuous headerto stud 48d common(21/2"-0 731"):or Toe nail D bulb Wtbulb ,a N 57 70 93 ss + i+7 162 +so Unauthorized alteration or addition to this plan Is a 41Cdbox(3'=0.128`) (yearly ry NORTH Is 7e So es n9 las( 162 149 zce 193 C violation of section 7209 of the NY5 Education Law I76tl common(3'/2.0.162') -i- 16'o.c.face nail STATE STATION' total) 971/2% 21/2% 21/2% LATITUDE4 2s w 83 is dos w 130 tea ,92 255 237 12 Top plate to top plate 116d box 3"•0.728°):or Alba 6,875 -1 88 74 42°50' 2a les 9z I3z 117 tat tae 222 zo3 3e7 296 ( Copies of this plan not beating the Architect's red Inked seal and ( 111 o.c.race nail "y s•e.4 signature shall not be considered to be valid and shall not be valid 32 iii tM 145 in 178 160 246 226 319 I96 3'•0.131'nous ' for construction. Alban 6,201 1 88 74 42°50' as 125 160 141 ,s4 179 270 �1 _2�N,5_ 8-163common(31/2 xD.tsz):or � t--ti-i- - -- - There shall be no master filing of this plan with any building Double to late s lice far SOCs A-D vriW seism)[brecetl 12-164 ba%3/'•0.135:or 41 tat tea iso z2+ 1ss 236_P p P 2 1'x 1 Bi hamton 7,286 t 83 72 42°70' department and shall deem the plan to not be valid,sealed and n8 RB 239 221 N] si neo lans are ood for one calendar ar from the date listed wall fine spacing<25' i 12-104 box(3'x 0.128');or Face nail on each side of end joint 12 es as Ila to6 140 128 190 g P g 13 i12-3'•0.131°nails '(minimum 24"lap splice length each Buffalo 7,062 6 85 73 43°OO' j --•�-belay Douce top plate splice goes Do,D,,or o2;and braced side of endlairt) i T 1 ya 'for the building lot address below and is for a one I t2-763(3'12.0.t3s) NY(Central 4.871 15 99 75 40°50' Simpson Hurricane Ties Hp p 2A;Uplift 575, Hb; U rrR 950 : �• - wan ti{{t�r�'e�patFd:01129/22. line spacing 125' NY Park)d Exposure"C" \S ress:Z 0Av�ton Road,Mattituck,NY _ ________ -_-i-_ �_-___--- _ __ ___ TABLE 4802.3(3) NY(Kennedy) 5,219 15 87 75 40°40' s AP[INO ltee4 ROOIPihh -RootPMh Ro°IP,kh -pltch -- RoaIP n Alyyy��1yyy��a,,, REQUIREMENTS FORWOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESISTWIND PRESSURES-` 11:12 1512 tR2. -t2 1x12 15:1a <su � 15:1 A � A�• (G RAL NOTES&HIGH WIND w(LaGuardia) 4,811 15 89 75 40°50' 11 5.1: d 151 tea ) 1: 9s m <no rs ua t+ ,e6 `_�r„ SP IFIGATIONS -- -' -ULTIMATE-DESIGN Rochester 6,748 5 88 73 43'10' la 121 tt1 141 I. a, era 195 ze7 N2 i MINIMUM WOOD i MINIMUM MINIMUM NAIL PANEL NAIL SPACING WIND SPEED Van 24 fab �.t NOMINAL MA)UMUMWALL t:£ 173In fes 1% 739 317STRUCTURAL pgNEl STUOSPACING (mph) Schenectadyd 6,650 1 87 74 42'50' tr ,sz 195 2z5 zoe 249 Its ase en&Jerry Diffley PANEL SPAN ° 299Penetration THICKNESS (inches) Edges Field W ild exposure category 31ta. 2n 3zl n nSize inches 1 RATING 171ches ISyracuse 6.75fi 2 87 73 A3°70' N adz +m ze7 ria zea( ) 1 ( ) (Inches o.c.) (Inches o.c.) a C 0 60 Cawnon 7S 2410 119 16 6 12 '140 715 110 - <9 219 210 269 313 349 a[2 375 b o P TER T.PODLAS as z34 3e 349 m azo {r'A(/ ,RY 1192.0-"0.1131 i12 131n71.fee ,ia 317 Ira zit 259 N3NNI � HITECT OSd Common 16 j 6 12 170 140 135 18 tat tae 1.7524176 7/15 q 1'�(2.5•=0.131) 24 612140 115170 ZI 197 tet 230 213 156 tae 340 318 422D E 11212 \ 'a-- Lupton- 1-1-=254 mnf"�a Pp no,-=Jia7 mY 16'oe Flt zu zss 230 z9s zit 344 ase ars �(� 5 1050uck,N Point Road 2. m ter los - m 39e 'b0'A�E:f,45,NOTPQ V•t 1' Madltuek,NY38353 216 315 191 36f Ste i30 _ ll I• !`t L ' h 5 u ace 99 358 535 an e1 are 399 6II 'e-saryu�-.�1 ' waauf txass.EarWI.Ma4aM au7Spnba4^ayes;la:eanac:a-ia"cx s465tttw R33t2 ta•raibxaq,e9.^em["es'+zs eana:<aNaxe a+t�5zcia-fte0:1� re 45i - J'-wJ4nmuN esratvv+e�nrzuga altt'a0.;5>Lte>?a iv9'w ee,m�Wlnan xx,vat>panen+ana3iV awn,aSnq Pt++a°oac-gn1�e<cr.eo<xnaiVtt"aeednan a8 N0 4ap 539 559 r45 69r pool 30'x 14'w/12"coping sa-r 21•-b• BLUESTONE PATIO PATIO ELEVATION 20.2 ———— Ir---------------� I II II II II I I I I I I I I r- -- - -- - -- - -- e I I I I SHADE I I I I STRUCTURE ' I I I I I I I I GRADE I M'BDRM ELEVATION 19.5 � � —� I I I ¢ L_ _ BLUESTONE PATIO -- - -- - -- - - Ir--------------------------------J II 20•v 4 I I sr-a N I I f---1 I I I I I I I I I I I I I v E) I I IL FF ELEVATION 21.5 'v � NW_K IN a M'BATH I I L---J I I fe—) ® --� I I I I I LIVING pool I I I I equipment I DINING I I I I � -s• I I � I I I I 4'x4' 4� D I �e a•-1• T-r bo I I cN I I OUTDOOR I I I I SHOWER i KITCHEN4 I 2610 I I I b ----------- — 8010 — � '-P I I I i c iD91hi�°Bw` s LAUNDRY CL I I I I .4 I I I 2410 ----------- 2a10 II II I I I 3010 v-B• z-Y 14- FF d•-0' 2Y.6• r sone 9 . ---------� -------- — ° MDRM PANTRY z ---------------- ',4 sheMng P I '-----------�I i— — — t�11'AT,H ry ENT � �' OFFICE a m 2010 —————————— 1 I5 °GL 3i/dR 2810 PANTRY 2o1a solo 14- y FR �C �El V E PROPOSED NEW FULL 13AtSEMENT SCALE:3/16°=r-o° § Front Porch AUG - 1 2022 16'-Y 24'-8" 21'-°• b'_Y SotttMold Town PROPOSED FIRST FLOOR Board of TrUSteeS SCALE:3/16"=1'-0" 'A N k�'\S O M A 0 First Floor&Foundation Plan F- ti v W rn aren&Jerry Diffley a �^ n" 1 PETER T.POVLA5 O �.` ARCHITECT O 8°X1050,REMSENBURG,HY 1196° 631.325L929 fT 2�9pprr � 1050 Lupton Point Road 9 r SE:`j4v`NDY Mattituck,NY page 3 or 5 mom FLAT ROOF DECK OVER MASTER symBusn,w syaneuc s0� BEDROOM BELOW El 11 q 3'-T Y-0• 14- FLAT ROOF DECK b OVER KITCHEN CATHEDRAL CEILING FRONT ELEVATION SCALE:3116"=1'-0" BELow BELOW OVER LIVING ROOM BDRM#1 ^ 3868 15Y ® 2I60 BATH {� BDRM#3 3460 BATH 1 ON Open Area FIN 3ND BOOR Y3• — — symmcswuo � BDRM#2 BATH CL 9's• vm Open to CL 1,'-B• below _ FIN IST FLOOR -- PROPOSED 2ND FLOOR SCALE:3/16"=1'-0"LIVING AREA 1260 5Q FT SIDE ELEVATION SCALE:3/16"=1'-0" E C E V E 0 F71 . AUG - 1 2022 Southold Town Board of Trustees 7Friii IJIEI SIDE ELEVATION 50ALE:3/16"=1'-0" REAR ELEVATION SCALE:3/16"=vEREn ARCy�Tf ----- QLF q`�OMAs,o Q O A Building Elevations � a r \ Karen&Jerny Diffley o jB O 7 71 PETER T.POOLA5 yn ARCHITECT O BO%1bSB,REN5EN8URG,NY 11960 631A340919 �w 1050 Lupton Point Road SCALE:A5 NOTED Mattituck,NY Page 4 of 5 ---------------------------------------------------- -� Ir---------------- ----------------- — ------------- I I I HT I I I I I I r----N' 10 I I I I I I I I I I I I o I I FULL BASEMENT I I L------� w I I I w I I I I I I I I II I----------- s--------------- O (2)2x12 II II KITCHEN DINING BEDROOM N _ — LIVING Ir----------- I r--------------------------- I I I I I Isl 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 2x10 16,or, 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 EXISTING FOUNDATION PLAN I L---------------J I I I I BEDROOM I I GARAGE SLAB I I I I I I I I I I LIVING AREA I I I I i 1025 SD FT GARAGE L--------------- j EXI5TING FIRST FLOOR PLAN L-—————————————————J r———————— ' I I I I ' I I I I ' I I I I ' I I I I Existing Conditions ENTIRE HOU5E TO 13E DEMOLI5HED —1 e'`cr• 4a'a•-` t'* J - .:;a,. :rr2 b is AUG 1 2022 2x_ r^F r rte':=• •.-:a..'. -,.., , / .:,...:�_:-r:;::_- .. .l.i,:�:'4�`,,r.... .., ..� _ d�1. _ ',.�ter.,, ,9� g`� _ _ _ __- r/'Y' i J::.4"-�,.:.�., . ' ,.. : ..,..� ::: ; _�,.�:._ -:>�; - >�r�`,{� =__ –_--_ --;';/f,��•--_---�–�.�:_:: � J �i/ Southold Town Board of Trustees _ - 'Exist Fig condltlons A `+Jerry Diffley PET T.PODLAS GHITE6T O x;o b, ex uw.ur i;w a3ixisa�a !%+X, X27 1 Q 50 Lupton Point Road jy /- NQT 0 E� �'� MaNltuck,NY P,a e`5 of 5 GERRARD DIFFLEY 1050 LUPTONS POINT RD MATTITUCK, NY 11952 SCTM: 1000-115-11-14 PREPARED BY CES ON 10/29/2020 PHOTO 1 � f p t 1A M VIP " PHOTO 2 ag 7 eHA�, 111 � r �n �t f 1 >' Y o- ah Me ALA jo ,A„•.� i ��; •.��' C. / i 111 � • 4 jo a4 lo }g i 2L t YR{. � s- �sv 014'9w SEE SEL.NO IN - T. W - a1800 2.M+tbt �tJPORT '- m i - a s-,RE I >1 0' a z � n��� 3.twk) ,. # 3 --� _...�-us , ci ea .r m zo t2 t.ycl ti ,e t - .»- s..I °s F to w11 j man_ ► A �"' to is sMt 15-! 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