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HomeMy WebLinkAbout1000-90.-3-4 OFFICE LOCATION: �Mir s® �® MAILING ADDRESS: Town Hall Annex �® �® P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold,NY 11971 �, �� Telephone: 631 765-1938 COUft9�,��'' LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: February 13, 2023 Re: LWRP Coastal Consistency Review for of M&R NORTH FORK PROPERTIES, INC., c/o MARK SCHILL SCTM# 1000-90-3-4 Jeffrey Patanjo on behalf of M&R NORTH FORK PROPERTIES, INC., c/o MARK SCHILL requests a Wetland Permit to construct a proposed 3,960sq.ft.total two-story single family dwelling with varied dimensions of 49.0'x48.0' with a 5.5'x7.0' front covered porch, 3'x10' front steps, 10'x33' covered rear porch with 4'x14' steps; install a proposed generator on a 3'x5' concrete pad; install a/c units; install a buried 1,000 gallon propane tank landward of dwelling; a proposed I/A type sanitary system will be installed landward of dwelling and in accordance with S.C.H.D. standards; approximately 300 cubic yards of clean fill to be added and graded surrounding the proposed dwelling to raise the grade; install gutters to leaders to drywells to contain roof runoff; install and perpetually maintain a 10'wide Non-Disturbance Buffer along the landward edge of the wetland line and a 10'wide Non-Turf Buffer to be installed and perpetuallymaintained along the landward edge of the Non-Disturbance Buffer; and a silt fence to be installed and maintained surrounding the entire work limits until area is fully stabilized. Located: 500 Lakeside Drive, Southold. SCTM# 1000-90-3-4 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 and with the LWRP. This recommendation was made with the following considerations: 1. The dwelling is partially in a FEMA AE EL 6' flood zone and will be designed accordingly. 2. An I/A OWTS is proposed in the front yard, and the ability to relocate the dwelling outside of the flood zone is low. Drywells are proposed. 3. A Non-disturbance buffer is proposed. Verify that the 300 cubic yards of fill added to the property will not adversely impact adjacent properties. 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 FE'a 0 7 2023 L. CONS TEN SMENT FO Southold l own A. INSTRUCTIONS Planning Board L. 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 HazardArea. 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. ed._actionwill: be. . as to its si ' cant beneficial an adverse effects on a coastal.area. which incl all f.Southold Town .. I 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. . h -. a h. must be ex lamed in det lister ,bath su ortin non- M& Tf air action cannot be certified as consistent with the LWRP oIi standards and llo P cy conditions;it shall.. 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 500 Lakeside. Drive - Southold PROJECT NAME . ..:.... .. .. . ..: : . ... The Application has been submitted to(check appropriate response): Town.Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees :❑✓ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.-capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: See attached M&R North Fork Properties, Inc. ! ! 500 Lakeside Dr. I FEB 2 2023 Southold, NY 11971 . SCTM No.: 1000-90-3-4 PROJECT DESCRIPTION—Revised 2/2/23: The project includes the construction of a proposed 3,960 S.F.total square footage 2-story single family residence on existing vacant property. House dimensions consist of varied size house with overall dimension of 49.0'x 48.0'with 5.5'x 7.0'front covered porch, 10'x 3'front steps, 10'x 33'covered rear porch with 14' x 4'steps.A proposed generator will be placed behind proposed garage on a 3'x 5' concrete pad.A buried 1,000-gal propane tank will be installed adjacent to garage.A proposed I/A type sanitary system will be installed in accordance with SCDHS standards and all roof run-off will be directed to on-site drywells. A 10 foot wide non-disturbance planting buffer will be added along the wetlands line and a 10 foot wide non-turf buffer will be added landward of non-disturbance buffer for a total of 20' buffer along wetlands line.Approximately 300 CY of clean fill to be added surrounding the proposed house to be raise the grade.A silt fence will be installed surrounding the entire work limits until site work is fully stabilized. r R I,oCation of-aCtion,.500 Lakeside Dr,Southold,NY.11971 -",,0.570 ... . Present land use: Res Present zoning classification:.-.Res :. .. 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:M&R.Ngrth:Fork Properties;Inc.-c/o Mark Schilt. :.. ..... . .. . .. (b) Mailing address: 1050 Watery'ems w Dr.,,2outhold,NY 11971 ' ------------- (c) Telephone number:Area Code. °::._.516-9244606 .-.. (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 NvspEC/TOM of Southold Building Dept. C. Evaluate.the project to the following policies by analyzing how the project will further support or not.support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. :2EVELOPED-COAST.:POLIC7f Policy 1. Foster a pattern of development in the Town of Southold that enhances community character., preserves open space,makes efficient use of infirastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. Dyes ❑: No ❑ Not Applicable :..... .... . .. : ... Project is consistent t rith.neighborinq properties and make beneficial use of property. Attach additional sheetsif 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. No effect due to type of project and its'consistence with surrounding homes. 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 ad�itiotial 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 E] No Not Applicable 'No a ect. 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 LJ Yes No Not Applicable No effecf 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. [DYes 0No . )Not.App1icable Attach additional Sheets Ifnecessary 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 []NoZ Not Applicable 'No effect.. 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 E No 1J Not Applicable No effect . . . . . .... ... . .... .. . .. . .. -.. ... 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. u Ye�] No Not Applicable No effect Attach additionat sheets'if necessary WOREONG 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 No effect Attach additional sheets if necessary Policy 11.. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters.See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. Yes No ✓ Applicable � ❑ Not ` No effect Attach additional sheets if'necessary Policy 12. Protect agricultural lands in the Town of Southold. See'LVWRP Section III--Policies;.Pages 62 through 65 for evaluation criteria. 0 Yes F� No Not Applicable No.effect Attach aildidonal sheets if necessary Policy 13. Promote appropriate use and. development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. Yes No Not Applicable No effect Jeffrey Patanjo Agent DATE 10/25/21 PREPARED BY ..: . . �.. .�...._-....:� .. TITLE.... .. . SURVEY OF: C E C E�� wj � #F, PROPERTY LOCATED AT BAYVIEW LAND N/F 4 r -F-- i I. i i LOT No. 56 AS SHOWN ON PHYLLIS R F T:.• r °I` MAP OF CEDAR BEACH PARK MADS I I � DEC 1 202'1, FILED: DECEMBER 20, 1927: FILE No. 90 VACANT I' TOWN OF SOUTHOLD ,�� __ _R -:o E �-- vn SUFFOLK COUNTY, NEW YORK _ 3ntli�to t'io1.e POLE�ti �`J�rO G{ �i L15�r'��. S.C.T.M. # 1000-90-3-4 LAND N/F AREA = 24,915 SF. 0.57 ACRES TOTAL, LOT 23,156 SF. UPLAND AREA S 28°11'00'E PAUL SCALE: 1"=40' GILMAN ` 42.74' RESIDENCE NOTE: THE EXISTENCE OF RIGHT OF WAYS, ° o WETLANDS AND/OR EASEMENTS OF RECORD PROPOSED 9 DRIVEWAY S 60°20'30'E 10. IF ANY, NOT SHOWN ARE NOT GUARANTEED. ti 63,00' QQ-Pp�� 2 DW 'moo N_( � TEST HLE ELEVATIONS REFER TO 1988 NAVD PROP.I/A OWATS TANK o�°' o AR°p p° t�lO EL 10.0 0 FUJI CLEAN CEN-6 TREATMENT SYSTEM 1 �' , ELEVATIONS SHOWN THUS �+ 12x 12 POLYLOK D-BOX FCc9Pgg4iF SFO G�?� S 0 A <�OP } W/PDB-12 RISER AND ?SF PROPOSED COVERAGE: ROTO-FLOW 3D50-4 LEVELERS ti �Q00Q PIPE HOUSE 2,500 SF. PROP.SANITARY DISTRIBUTION k' DW VD SIDE- ,0 v T TRENCHES,EACH 40'LONG WITH WALK GARAGE 528 SF. yy�s � TOTAL = 3028 SF. 43 EN DUl „LE SAND FILTERFes° , �J 150' WELL H TOTAL PROPOSED COVERAGE = 23,156/3,028 = 13.08% NO RETAINING WALL THE 6� s �6 (IRRIGATION)ALON NEIGHBORING 6 (0 11p NTRY CVDc9991?0 PROPERTY LINE PROP.FUTURE 509. 14/ PROPOSED SYSTEM CALCULATIONS: EXPANSION TRENCH s00 a? ,s �'°, o o HOUSE ROOF AREA = 2,150 SF. `'��C,�'FQ �gioPo°2 2150. X 0.17 = 365.5 SFDW 's° 365 / 42.2 = 8.6 VERTICAL FT �2R° s s S FEM OF 8' DIA LEACHING POOL REQ'D e� .� °��2 �oe�o?� ``Oo°3S° ° °°� o zONE AX• �� 1 S' DIA X 4' DEPTH & QJ 0 �� h� 3 .0 x° Q��QP° °F 1 8' DIA X 5' DEPTH STORM DRAIN POOLS FEMA ZONE PROPOSED SYSTEM CALCULATIONS: ��2 Sr°q°rF A� O ''g F AE 6.0 h� G�'�`� 4v GARAGE ROOF AREA = 528 SF. (o 528 SF. X 0.17 = 89.8 SF ?/ _ ,epi o DW +.� 100' LINE00 89.8 / 42.2 = 2.1 VERTICAL FT OF =0� �FsF I �� ���� �� rg 8' DIA LEACHING POOL REQ'D LAWN AREA `Sp 1 S' DIA X 3' DEPTH STORM DRAIN POOL �� DAL WETLANDS BOUNDARY a ZONE R-40 souTt S FLAG rE�DTR s k C 2 (�O� NEt (*� PROPOSED " ,,• BARYE R N 27°44'55'W 'o IA D P�A oN 0 WALL Q' e� • L� ` 16.72' ti p`A ah SURF B FFER TEST HOLE DATA "re (NOT TO SCALE) i BY: MCDONALD GEO SCIENCE N 62o 50i 42r W 4/24/2018 a3A7.6't 38.62 ° r DARK BROWN LOAM OL ®(,�(�o � 6' ACCESS PATH N 87°02'03'W S 73 12 53 W T. ., 36.47' 38.67' SM PALE BROWN FINE 3' TO COARSE SAND ML SURVEYED BY: STILLWATER a PAUL BARYLSKI LAND SURVEYING SP BROWN FINE SAND PATCHOGUE NY 11772 UNAUTHOROED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATO LAKE OF SECTION 7200 OF THE NEW YORK STATE EDUCATION LAW. B 3' PHONE 631-294-6985 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED Fsp WATER IN BROWN FAX 631-627-3186 OR EMBOSSED SEAT.SHALL NOT BE CONSIDERED TO BE A YAW TRUE COPY. FINE SAND GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RLN ONLY TID 17' PAULBARYLSKI�YAHOO.COM THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF lO THE RT18 COMPANY,GOVERNMENT&AGENCY AND LENDING INSRTUTM SEPTEMBER 13, 2019 LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSRTUTION. COMMENTS: WATER ENCOUNTERED 8.3' GUARANTEES OR CE UMM71ONS ARE NOT TRANSFERABLE TO ADDITIONAL BELOW SURFACE 6-30-2020: REVISE SURVEY INSBTUTIONS OR SUBSEQUENT OWNERS 11-19-2020: REVISE SURVEY 3773—P2 2-3-2021: REVISE SURVEY 1 - - .. w •.yea � �~"�,. .��. � ��•r '�• 1n1►+ � � 0.� i Photo xm 6tt ex pt-0.M 1 ` spurRap ' CEOAR 3 POINT a 5 U a F We t 3Nc1 �7 ' t: O CEpgR J POINT u a TowNa souTRan � ,. > W, h zwq 11 13 WEST Y "KE Tt is O u.1 /w/ C\ cl 20 IJNP) 1° NOG NEC/ BAY �i G��,d _�_ ��ww Axl) M O ^^ __ __ a __ __ P.wc ' NOTICEr�,� COUNTY OF SUFFOLK © E c„ a sounloEo sEcrloN No .,.. __ __ __ _ yf 2�ReaG I:,.operty Tax Service Agency r 090 E d..,.. w OM1. w Y+w, El A zz�He _ r acy..•4 P rn�c.wo 1000 PROPERTY NAP ECEIVE FEMA FLOOD FEMA FLOOD FEMA FLOOD ZONE AEEL. 6) ZONE D \ ZONE X FEB 2 2023DWELLING g N 41°39' O" E PUBLIC WATER 264.72' - - -- -- - --� -- -- - - - -- - PROPOSED -- -- -- �� iELEV X 3 6.7 ECTRIC X 11. 11.2 / , Lu X3.1 X3.6 X9 / p.o w *-X 3.2 LO N /., i ARE Acv 24 915 F GEN PRS, 057 C 36 9\ } 24' j- PROP N 1 P X 3.9 /URF 0 FFER,,, ; DW ,` �� G��F( D,?I�j;JOU5 / � pX 4.0 X 10.2i0 p Cn � � i �� 8.0 PROPOSED SILT FENCE \ �t " SURROUNDING WORK LIMITS 40' 1000 GAL �? PROPOSEDi�4' WIDE ACCESS PATH X 39 c o c PROP. TA to ( ; \ X 4.1 Lo f` w1 4.2 \ LAWN AREA o M PROPOSED 2 STY. \ SINGLE FAMILY r- \ PERVIOUS GRAVEL ,,y . `� x RESIDENCE I SIDEWALK \ � \\ x 4.7 x 4 F.FB2 0500 F i M 7.s 6.3 113 ►-1 70. 9 oN PROPOS EACHING \ }—� y 6' \\ �•. N� AFF S.F. 1,909 SF GALLEY SYS \ wy A�9ryT /Sj X--4,5�� ."\ 9.83' TOTAL = 3,960 SF/ SEOPOSSYSTEM LP LP LP , \ tic FF EL. 12.0 2 \ r TIDAL WETLANDS BOUNDARY \ �. `'� COVD. PORCH ^ LP LP LP \� v AS FLAGGED BY SOUTHOLD `i�j �"�.\ `�. `•�_ __ 43.5' 5.5' _ TOWN TRUSTEES Sept 2019 61!` \ -\ -` 79. $.0 - -- -- L 7.0 75 5.0 cS\ I I 1PROPOSED z SERVICE y. 153., \ 28 S 41°39'30°' W DWELLING / 203.55' 118 PUBLIC WATER \ LOCATION MAPAKE _ N.T.S. \ \ FEMA FLOOD FEMA FLOOD LE DE \FEMA FLOC \ ZONE AE (EL. 6) / ZONED DRIV ZONE X Qxky .r PROJECT / NEIGHBORING RESIDENCE I LOCATION SITE PLAN _ SCALE: 1"=20' PROPERTY OWNER: s, , ��.4, �. M&R NORTH FORK PROPERTIES, INC. 5doL kestd ora; ADJACENT AREA CALCULATIONS 1050 WATERVIEW DR. Sed Permit fL7LS SCALE: } sro�cnao:NvAS NOTED TOTAL ADJACENT AREA = 23,541 SF / 100% SOUTHOLD, NY 11971 IMPERVIOUS AREA HOUSE = 2,600 SF / 11.0% PREPARED BY: PROFUSED PLAN 10-26-21 IMPERVIOUS AREA GARAGE = 92 SF / 0.4% JEFFREY PATANJO 10-12-22 P.O. BOX 582 500 LAKESIDE DRIVE 01-05-23 ' TOTAL IMPERVIOUS ADJACENT AREA COVERAGE 2,692 SF / 11.4 SOUTHOLD, TOWN OF SOUTHOLD 01-23-23 BOHEMIA, NY 11716 02-02-23 :- 631-484-9332 SUFFOLK COUNTY, NY SHEET: JJPATANJO®GMAILCOM TAX MAP NO. 1000-90-3-4 1 of 2 POLYLOK 20° HD COVER LOW LEVEL 12 10 Media Bas (Large) POLYLOK RISER AS REQUIRED FLOAT SWITCH A A 11 1 Air Header Assembly (WHITE) 10 1 Inlet Piping Assembly CONTROL HIGH LEVEL o 0 0 61,7 9 1 Spray Header Assembly POWER FLAT SW)CH a 0 e a o a o 4 1,5671 8 1 Spray Header Support Structure 115 VAC YELLOW o 0 0 ,^pR�OK 7 1 Recirculation Pump, Tsurumi 50PN2.25 15 AMP STAAR DISCHARGE PUMP „1 6 1 Pump Back Assembly, Goulds LSP03 1. CONTROL PANEL 115 VAC 5 1 Pump Back Stand Assembly 1.23' DAMP (C�) 4 1 Support Structure RETURN PUMP 3 1 Discharge Pum Assembly, Goulds LSP03 115 VAC 2 3 Wall Insert Assembly (BLACK) 1 1 1500 Gal. Tank RECIRCULATE PUMP 175.6 [4,460] EXTERIOR LENGTH ITFIJ OTYIDESCRIP11ONFRONT/SIDE VIEW TDP VIEW CUT AWAY MEW 115 VAC PLAN VIEW PROVIDE SECONDARY POLYLOK 20" D-BOX (RED) PART NO. 3017-20 PROVIDE ENDCAP AFETY COVERS (TYP) PROVIDE SECONDARY MATERIAL - HDPE LEVELING DEVICES SINGLE LINE WIRING DIAGRAM TUF-TITE EF-4 SAFETY COVERS (TYP) 2 1 DATE: 8/12/04 ON ALL OUTLETS N.T.S. 1,�• 10.1 [257] FREEBOARD 4" EFFLUENT FILTER 10 9 INLET 6.9x AIR QAC DL,� 8 12 POLYLOK D N.T.S.BOX DETAIL � 4"PVC 1 [�] 0.2 51 WALL INLET 4408 CoM ARTMENT THICKNESS rPvc __ + _ •� CODE [7O�11UI A I CODE r COTH MPARTMENT 2'-I11� 7 6 4 3 2/3 TOTAL VOL--{ 1/3 TOTAL VOL 4•TypY-10' SECTION A-A- 77 - 6'-6• 10'-11 " 2-COMPARTMENT SEPTIC TANK DETAIL OM-1530) TOP VIEW NTS TYPICAL SfAAR 0.75 DETAIL NTS. 61/2• EXIST. RES. 4'"p i r F.F. EL 15.00 ;E3 ® ®® C/O INV. EL. 10.5 INV. EL 10.4 INV. EL 10.0 GROUND ELEVATION 12.4 ® ® 19 E3 ® INV. EL 11.0 10' SEPTIC TANK STAAR .75 o PROPOSED LEACHING s• I 2' TREATMENT TANK 5' 5' L� GALLEYS (6) 8.5' LONG Tw LEACHING HOLE,T1P. J D-BOX o x 4.75' WIDE x 3' DEEP INV. EL 10.8 DUMMY CUP,TYP. SIDE VIEW INV. EL 10.1 NV. EL. 9.80 .I: INV. EL 9.90 1. CONCRETE 4,0DD PSI 0 26 DAYS. 2.RIBIW TO BE ASM A-615 GLADE 60 3.waDED WIRE FABRIC ASM A-165 4.DEMO FDR AASHTO HS-20 LGV= 5.MP SLAB AND WALL ARE MONOUM LEACHING GALLEY DETAIL 3MIN ABOVE HIGHEST EXPECTED GROUNDWATER EL 2.5 L1.TS = s SANITARY SYSTEM PROFILE TEST HOLE DATA N.Ts � McDON4�24 201gCIENCE FEB 2 2023 i N. S. ELEV. 10.0 1.0' DARK BROWN LOAM (CL) _,_. 2.0' PALE BROWN FINE TO COARSE SAND (SM) `-• L:f, L 'e i 1.0' PALE BROWN SANDY SILT (ML) 4.3' BROWN FINE SAND (SP) PROPERTY OWNER: HIGHEST EXPECTED G.W. ELEV 2.5 17.0' GROUNDWATER FOUND M 50 WATERVIEW PROPERTIES, Pro sed Permit Plans SCALE: SOUTHOLD, NY 11971 N.T.S. 8.7' WATER IN BROWN FINE SAND (SP) PREPARED BY: SANITARY DETAILS 10-26-21 JEFFREY PATANJO 01-05-23 P.O. BOX 582 500 LAKESIDE DRIVE 01-23-23 BOHEMIA, NY 11716 SOUTHOLD, TOWN OF SOUTHOLD 02-02-23 631-484-9332 SUFFOLK COUNTY, NY SHEET: TEST HOLE DATA JJPATANJO@GMAIL.COM TAX MAP N0. 1000-90-3-4 2 of 2 N.T.S. • 'CONTRACTOR N O T E S � � General�'0C- - SAFETY NOTES:RESIDENTIAL RENOVATION&CONSTRUCTION • 1. GENERAL; ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD,NEW YORK,2020 RESIDENTIAL CODE OF WoodNEW YORK,AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. BE GENERAL NOTES: 1. AD studs to be SPF 02 or better,and a0 other Structural wood to be Douglas Rr/Lwch 02 or bother. 2 FIRE SAFETY: 2 All structural wood shall be In accordance with the national design specUieattorn for wood construction - latest edition. KEHI,DESION ASS7aTO 1• NJ.WORK SHALL CONFORM 7D THE REQUIREMENTS OF THE TOWN OF SOUTHOLD,SUFFOLK COUNTY, NEW YORK,2020 RESIDENTIAL A ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED M A CODE OF NEW YORK,FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUI RMENTS,AND THE BEST TRADE 3. NoWng schedule shall be In accordance with the speei9ed code. ElLOCKED AREA ��s PRACTICES. 2. 4. Pre-monufactured trusses. C.ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION EFORE BCOMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. NI trusses shall be'shaped'as shown on architectural cross secUon& D.ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEM RESPECTIVE MANUFACTURER'S CONTAINERS SUCH PO.11m167S Pt$1631)433-! BUILDINGS.OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS,OBTAIN ALL REQUIRED PERMITS, b. Truces shall bear a bocc number and shall be manufactured by a registered manufacturer. SaIHnU,NSxTrk11911 EA'at AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD.HEW YORK,AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. dayfiaomft 3. 5. Erect and brace tnm,s In accordance to truss plats institute recommendations. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK E.ALL FLMIYABIJ=MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. ,� .,mania user owswaodPis ue SHALL.BE INCLUDED AS IF THEY WERE INDICATED M THE DRAWINGS. 6. Plywood sheathing. F. ALL E E171RIGL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 4. a. NI plywood shall be In accordance with the American Plywood AssockHon(APA)speciffCations. G.ALL ELECTRICAL POWER IN TINE CONSTRUCTION AREA TO BE SHUT OFF AFTER WOPoONG HOURS. - - THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES,AND OWNER. b. Plywood sheathing shall be continuous over two or mon spans with grain of race plys aeon supports 5. corporation or equal. CONTRACTOR,AT ALL TIMES,TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS,OR ANY FLAMMABLE Thor draw6ygo and specHootims Including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED Idsa%design and arang°mwtts represented CONSTRREMOVAL ASKS.THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY CAS TO BE USED DURING CONSTRUCTION. tSSOCI,ore the popes part of KEHL oof hall b 7. NI sills shall be pressure preservable treated(.4 PSF ret ntion)SYP#2 or better. ASSOQA7FS,U.C.No lhessof shill M OR DURING THE EXECUTION OF THE WORK. 6. Design values: 3. DUST CONTROL coDTs4 disclosed to othme r used In aormectlan B• a. Framing WmMr. DF(north)No.2 or b,tbr O with my work r project athw than for whirl THE CONTRACTOR SHALL LAY OUT HIS OWN WORK.AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E• Lumb000 PSI A. EBRIS,DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA they haw been Is awd without written consent PLUMBING.ELECTRICALS,ETC. Fv 85 PSI B.CONTRACTOR TO GOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7• - PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OHTNFb 525 PSI C.HEAVY DROP CLOTHS.N 1HR000N REN AMENDED TO PIANS DATED JULY 21,2021 THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS,INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS,DIRT.AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE B. ELECTRICAL WOR(SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES.WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber(LVL): ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERmns,INSPECTIONS AND REQUIRED SIGN OFFS. E w 1.900.000 PSI Fv-285 PST 9. Fb es 2800 PST 4 FT NOISE AER HOURS: Addendum Plan To Existing an THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,RFPARMED G AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES,LLC.NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORK=HOURS:BAM TO BPM.MONDAY TO FRIDAY, In The Town Of Southold BuUdin( 10. B.EXCEPT LEGAL HOUDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES I.I.C.AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. De rtment, IT. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR SUBCONTRACTOR.BUILDER,TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST OF THE FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE D�KEHL DESIGN ASSVARIATIONS TO SOOCIAATTES LLC. NOECONSH LEVEL HARMLESS NSTRUC ION AGREEMENT BEIWEEl1 THE DRAWING BSER AND KEHL DESIGN ASSOCIATES LLC. 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING,WATER,OR ELECTRICAL SERVICES TO THE OWNER. Rivas Residence WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES U.C.HARMLESS FOR ANY RESPONSIBILITY M REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUM,AND WILL NOT CREATE DUST, DIRT,OR OTHER SUCH 305 Flint Street 12. CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEGHH ORS. Greenport NY 11944 NEGLIGENCE CONTRACTOR M COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'SM ATTENTION FOR IMMEDIATE CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM RESOLUTION. THE NEGLIGCE OF THE CONTRACTOR SUBCONTRACTOR TRADES".OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES 1 8 SPECIAL SAFETY NOTES 13. THAT KEHL DESIGN ASSOCIATES LLC.SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USMFAILURE TO CARRY OUT THE WORK IN THE CONTRACTOR WILL ED COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK AND ACCORDANCE WITH THE DFAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR EN R REPRESTATIVES WORMG ON THIS PROJECT SRW.AT ALL TIM PRIOR AND DURING THE COURSE PLAN# 1065-2020 HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS,RECONNECTIONS,AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE GRE OF THE 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEE SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL.PLUMBING,AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS-HAVE BEEN PREPARED BASED ON INFORMATION FRONDED BY OTHERS ALSO,THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE ANY CONFLICTS WILL BE BROUGHT TO THE ENG[NEER•S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW.TO INDEMNIFY AND HOLD KE14L DESIGN ASSOCIATES.U.C.HARMLESS FROM ANY CDM. THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORBC BY A CONTRACTOR RESOLUTION. LMLrTY OR COST N=IXNG REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE IF UNSATISFIED,THE WORK NOTES'. ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SE94M PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY,OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELA70 TO HIS ACTIVITY.IF THE WORT(OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE•HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR. KEHL DESCH ASSOCIATES I.I.C. CUMATD NO GEOGRAPHIC DESCH CRITERIA OR OWNER. THE BEGINNING OF WORK SWILL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REWIRFNENIS. NOT FOR 0110 DAMAGE FROM ALL STRUCTURES 70 CONFORM WITH TIE 2020 DENTAL ODDE 7 PROVIDE SINGLE OR MULVUE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION CONSTRUCTION 2GNE SNOB DL9GLN ll1E DE9tn1 WCD3AY- FLOOD MND EXPOMIIa OF NEW YM STATE SECTION R30121.2 PROTECTION OF OPF7TNbS M ACCORDANCE WITH CHAPTER 3.SECTION R314 OF 7FRE 2020 RFSIDENTNL CODE OF NEW YORK STATE. IDAD G7EOORY 1EIITEAD 1S0,fE OEY7AY TEAR. IffAUUMED HAZARDS G M a 130 A C SewE I S--g' IMODEMRATE TO HEAVY sLmlr m YOOSUlE 11 a.W.. TES IS" NS 0 R30121.2 PROTECTION OF OPENNESS USE UNLESS EKIEMOR OA3D N Bl-DNM LOCATED N rDo-BORNE Duras REMM MULL BE PROTECTED FROM wNDDORNE OEM&GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 OPENKC ASTME PROTECTION MODIFIED�3MMS.�THE��o THE �WMBDM��M� RESIDENTAL SDE OF NEIN YORK STATE CERTIFIED BY A TML ft101JS-IIOUN PER a&YSQUAW W F OUTER LIVE LOADS THE REQUIREMENTS OF AN APPROVED MPACT-RESS'DIO STANDARD OR ANS/bASMA 110. DESIGN aamaA �PatRlos�n�'�FOOD NOTE:ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R30.3 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PROFESSIONAL EuusrnGL,: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. 1>ta GL90N1 2S RESIDENTIAL ONE E--�WAD FAMILY DWELLINGS Dm 1.MOOD SfMIaMN.PANELS NM A WALW 1HICIMSS OF TL NCH 1mm))ND A SPAN OF NOT YORE THAN 6 FEET(2431rm) ENGINEER ALL BE PERMITTED L UL TTED FOR OPENING PROTECRIG PANELS ML E AND ATTACHED TO TUE FRAMING SWIT'ORDNQ THE NOTE.ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE USES(s)AND OCCUPANCY CLASSF1CA710N(s) UNNNABLTABLE ATTICS WITHOUT STORAGLb WALL 10 OPENNG CONTAINING THE PRODUCT WITH THE GLAZED OPEMG PANELS MALL BE PREMUED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. METHOD ASHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE GEMMED TO RIESIST THE HD UnawaANE ATTICS WITN Liesm sTmAOE1h9 20 OMMOEMS AND CL.ADOND LOADS DETERMINED N ACCORDANCE WIN EITHER TABLE 8012(2)OR A5OE-7•MTN THE PERMANENTCORRISIORALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER 7O HAVE A CAPACITY USE oearPANCY NN ACCORDANCE WIN TABLE 850121.2 PERMITTED FOR BLRnras WIN AA MEAD ROOF NOW OF 48 FEET 7asn"ANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING, �)� EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH GSE RIE IDENDAL R-3(SINGLE FA ILO NABLTAEE ATTICS AD AT=SERVED 411TH I=STNS 30 WERE WHERE THE ULTIMATE DESIGN MED SP®Vs,IS 100 MAR(2901M)OR LESS. TYPE OF CONSTRUCTION(DIAPER a) BALL@®(EXIET0011)AID DEM (•) 40 TABLE RM.2.1.2 WIND-BMW DEILRIS PROTECTION FASTENING SCHEDULE FOR MOOD NAILING NrnEs: SIIMMAL PANELS OACd ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6,TABLE Re02.3(1) OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE, TWE GROUP Fila ESCAPES 40 FASTENER SPACING 001M) R301 DESIGN CRITERIA V B GUARDS AND HANDRALSd 200 FASTENER TYPE PANEL SPAN 4 FEET<PANEL B FLIT<PANEL Y SUPPORT ALL LOADS. H WOIT AND FIRE AREA GUARD NiML COMN0IENTSf TDh .14 FEET SPAN S e FEET SPAN:18 FEET INCLUDINGPLICATION DEAD LOADS,BUILDINGS LVE LOADS ROOF LOADS,FLOOD LOADS. SNOW LOADS,AND PARTS THEREOF SHALL BWIND CONSTRUCTED 0 SEISMICTO LOADSLOADS AS PRESCRIBED NO.a WOOD SLEW- BY THIS CODE THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES M ACCORDANCE WiTH THE PROVISIONS OF THIS CODE HEIGHT FIRE AREA PASSENGER VEHICLE�7AC6a Soo BASED THLENGT ,a 79 a SHALL RESULT M A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES HRMI awaue ROOMS OTHER THAN SLEEPING ROME 40 NO.10 WOOD SOaW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED M COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PROJECT; 8IAS7;0 ANCHOR WITH 2 is 12 9 THE LENGTH I PLANE TOOTME AAVVERAAGGE HEIGHTFROM OFFWD� SLEEPING� 30 INCH�� R301.1.1 ALTERNATE PROVISIONS THE HIGHEST ROOF SURFACE AS AN ALTERNATIVE TO THE REQUIREMENTS IN BECTON R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE 24'-a'Al PER OIAP,R 8 of,IE AS PEA TIME 000.2 BASFDANOHOR is 1s is M&R LIMITATIONS OF THE THIS CODE AND THE UMITATIONS HEREIN.WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH STA �NO CODE d•NEW YOM !TARS 40o NCH ETBF}JMENT 1F110IN THESE STANDARDS.THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. FOR Sk 1 Inch w 2544 own,1 FOOT w 304A mm,t poen.4448 N.1 mM Per hour w 0.447 m/e 1.AWC WOOD FRAMED CONSTRUCTION MANUAL(WFCM) PROPERTIES FOR M: a ThMe tmis M bawd m ta0 mph danab d.1gn sled sp..b V.an a 43-fact mom root hsFy.t TOTAL IENGL,r FROM lanoE TO OT+AOE 3a-1 t PORD PFR SQIARE FOOT-aa7g IRa,1 SQUARE NCH.B48 ramjet POOR-a48 K 2-V9 STANDARD FOR COLD-FORMED STEEL.FRAMING-PRESCRPTYE METHOD FOR RINE-AND 7W0 FAMILY DWELLINGS(NSI-5230) Festarsw OM absl.a .>a.d prom.annbrmd 1 ( ) LAKESIDE DRIVE a T�GARAGE 20-SQUARE-OW SHALL�/k CAPABLE OF SUPPORTING A 2.990-PGItD LOAD Faetsnsrw ohm be beaw a EDN r�,7n1 sus nam Nos eqp of the PoNL 3.ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES ICC400 b.UNDOUBLTABLL ATTNGE AR S IMOUT STORAGE 17106E 111BTE THE CLEAR HEIGHT a Nrhae shad prostrate though the wdwW wall coag with an e 6"1 ent ingth of 2 Inches IM"I"Into URBR SPECIES AND MADE BETWEEN ASIS AND RAFTERS E NOT MORE THAN 42 MCNES,OR WIERE MOM the building trona Fawtanws shad M locales a minimum of 2$Inches from the edge of mmasL blodr or ahnareG SOUTHOLD,NY 11971 AEE NOT 700 OR MORE ADJACENT 7RUsgv WITH WEB CDNNG MYM CAPABLE of d ebws Pwmsl cow attadwd to=w w rnnaomry etuoco,9wY sinal be attadud using VbraSm neisiwnt mahae NOTE:ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, ALL N0�FRAMING 7u7FraAL DG��FIR-LARCH Q AND EEnR AODMOR GWATM wn INOµW1 THE FLAW OF TASSUMED IM THIS LIVE�iOADD NBY EINCHES NOTT BE�Lm "0�°°"v i"°"aura ab w"L°°'°°oo°eRy d t B°°p°'°d` 'FOUNDATIONS"OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ALL OCT.DECK FILMING ERI G MATAL CCA NO PIE R AM BETTER TO AAM CGROURRE)MY WITH ANY DIM LIVE LOAD FEMOMM s SCTM#1000-90-03-D4 a IDIVIUAL STAN TREADS SHALL BE DESIGNED FOR THE UFODLY DISTRIBUTED LIVE LOAD PROJECTSMOOMPLYWTIN CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,ASPER THE DRAWING TM- Olt A 3OD-RICO CONCENTRATED LOAD ACING OVER AN AREA OF 4 SQUARE MCKEs, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES 940MM PRODUCES THE GREATEST STRESSES. d A SINGLE CONCENTRATED I=APPLIED IN ANY UgECBAN ON AT Y POANT M THE TOP. SECTION R40Z BUMINGTHERMAL ENVELOPE OFTHEE:NERGYCONSERVATION CODE OFNEW YORK of NEW YORK STATE. GENERAL NOTES AREAS OF STRUCTURE a SFE SECTION 8507.1 FOR DEE ATTACHED 70 E741BaO1 WALLS dws claw epn ars d fM kdeiiQ 1• me ales ph"104 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY EX.CRAY&SPACE NA E GUAM N-FML COLPWSTS(ALL INOSE EXCEPT THE HANDRAIL).BAW57D6 AND PANE. 2.Ortem MOB and Rb F==d esa9mw Rat aswglm RD4 bs dw es'Yaddalr . NEW QUAL SPACE 20.52 R FILLERS SHALL fE DE 30M TO WITHSTAND A HORIZONTALLY APPLIED NOM LOAD OF 3•Me wrwg,raking her(EMM)aoP'°a„In Salim Mee. _ CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE(2020 ECCONYS),BASED aD PONDS ON AN AWA EQUAL 701 SQUARE Four.THISLOAD H+FD NOT KnaTSE9 ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND (n� NEWBASF]E71i NA TO ALT OMiMMOMY METH ANY ODER LIVE LOAD REQUIREMENTS. TAM 840212 ° E1� DME>ff MOMffff X 1NEEW TRst FLOOR FIRST FLOOR �2 R G UNN AWAELE ATTICS NTH STORAGE ARE THOSE VEME THE DEM HEIGHT BETWEENINSULAT10N AND FENESTRATION REQUIREMENTS BY ASHRAE 90.1.2016 @E u THE J0519 AND RAFTERS E 42 l7QE9 Olt ORFATFFt p1 WIERE 7NQa A TWO ON asses arena Dena eoa naw Sam --1- oas E1L sEaGLD rtoat HA MORE ADJACENT TRUSSES WITH COtE1GIRAt1ONs CAPABLE OF ACOCI10DA1N0 AN and wf° °Y IIRAaaI rDonlsTa Av�wg rvuanAR mou avua Mu eauR a°`,� - FEND RC THE NEW sAx42o FLOOR 1tO9 R ASSUMED RECTANGLE 42 NOW N FORT BY 24 NOES N WIDTH,OR OEAOEIL WITHIN arise """'° """�' ""'Y1e NOTE:THE Sig OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS IAmats 1ouEwL a NEW BALCONY HA THE PLANE GE Off TRUSS NOTE: LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOSIS ON TRUSS MARNE ase oss boo 4S DGEns.o ens Is I.- ta2a lolls TO BE IN ACCORDANCE WiTH TABLE R602.3(1)FASTENING SCHEDULE OF THE 2020 RESIDENTIAL * Y I� 1�m NA BOTTOM CHORDS WHERE ALL OF THE MMM MMMS AE MED CODE OF NEW YORK AIM INQUISEIM Fa>a-1 feat.SaAa mm _ ',�T a•� i ,%I= %I=( NA ft. 1.THE ATTIC AREA E AOQTi�IE FROM AN OPENING NOT LESS THAN M NOES N%MIH a R- Anes aro awwarra U- done and SHOO ane aaeaesmR Wen knedWah Y Iwtadn In a aft shl h Y Nes - .-�.�,.,®, P I " 0 0 BY 30 RICES N LOOM THAT IS LOCATED WHERE THE CALM HEIGHT T N THE ATM E V-We 6"r design sal nese d eve l nddtl V the b.600 R-doe d V.hssbam Shad rest be bse than ew _ 4="� �'` a� r' ���L A�ATQ UG ATTIC(CARAGEEK01 NA NOT LESS THAN 30 NCIES R-.adw rpedlitl b the<mY \ CORMIT I.�_: BONU9 ROOM NA A lbs(wrehaom U-Faaa awtrsm wahwss w-1 T e SIDC°ahem apples to ad yatl fwesae0m MM ) ff''-a 1i �F�^-• 2THE SLOES OF THE JOSE Olt TaWns BOTTOM CHORDS ARE NOT GREATER THAN S "�• � ©RSL KANS AND ESAW S NE SCREENED PORCHES NA 2 NOES AR'ATIGiY.ID 12 UNTB HOROCHTA. C.-10/13•maw R-10 owtb w MAamn an Uw Intslbr r cash d the bas w R-13 covey YesAceon d tlr _ - h.._ 'P .... . - ) L• g18EN p pp(pp (((A` SUNWent.d iM.bwwresd w>L a NEW DEC NA RMB WAY NOT BE EMM fAIOUT NEW OETX NA S��DEPTH.INSULATION OFPTII E LESS iFWI THE DOST CH 71E 7R1S5 BOTiW CHORD •15/12'mans R-16°M.-bdagn m Eos W&W er ecW-dew AaN a R-19 H ;�v ); an a hssldlm co w ?,. N BETIBI NRIIOBATIDi rj 1 S COVERED INCITES® 300 R hirlw.10.Iaenrat suL•te/,s•.had b.Tsr.ntr m b.Met.Mn R-13 aadU IesmUm m er t aRa d a. ft E? I T; Y ALL RAt6 AO DF9Q6 i�iNE ME RIQfRIY ff CO\FIFO FN7RANYLS GE R INE REMAINING PORTIONS OF THE JOISTS OR TRUSS BCTiOI CLHODS SHALL BE bassriwd sad phos R-0 croft w Inwsasan a ew hdwlw a sed ew d the bars.'10/13•Mears R-10-V,-rs 11S L: - < DESIGNED FOR A IMFOELY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT USS trv+bv m ew hnlerler w aNdw d Bos has w M_13 mdy hemAdlm d as bW d ew ba.essd ed 1 FEB 2 2023 `s.4�a �"°W H�0°'R�`' $S9®N G 1 IPOM HOUSE/CABANA NA THAN 10 POUNDS PER SQUARE FOOT L R-5 eM be paW under ew N Wb ase d a hesrd sem In roman to the r.vsr sec sop bedes. L TIE EMIT TO BED KY BE SUDICAAE fR0111Eg sTRucTnE NA R-.aw sea EDN.es""aab Ube t biL To wan edge I.:aLm for heated m sh d ad ad rowed wed to L PlAl6 B IlM®EXD1191BY TO LIE OWMA t61 f RIBA IL GLAZING USED N HANDRAIL ASSOM ore AD GUAM SNAIL BE DESIGNED WITH A coed bales twos clop . SAFETY FACMR OF a THE SAFETY FACTOR SHALL BE APPLIED W EACH OF THE PROW OF RRDllM CONCENTRATED LOADS APPLIED TO THE IOP OF THE RAO•AID SO TE LOAD CH THE .lessened 9 . r4-FML COMPONENTS.HESE LOADS S1HAL 17E DETERMINED sotPVD01r of OrE f•g-ed GpWles1A d If I d Lead doe 1Il Rclobs �d mall (a)wTHOUT STORAGE ANDI ER RE AND LOADS AASSUMED NOT To OCCUR WIN ANY OTHER on R LIVE LOAM g•Aft .,suasissfidwt I.m nos now.-ft me P.1ft nal less son m R•-wW d �R-te. N o TOR� dDEIa�EEWti,6e �kIL Ow U.-Em of (b)WITH STORAGE R Trw het lees b-ft tesAobm.the s-d.dos M amdome hmedba a 7SFY maw R-13 caey bwddlwh �.�,,.:..c.-..-.� �u�, i',:�s AR-0 aedhsssw hwndeUse. WIR)r d Nal/OaA;LadWA sal MEb Dill 9gsldn piW M L Ilse sada ad be hon a-A- t Ses9os 1140220.The se-4 R-vssw apples ehwh maw Vwn b ff,w - .•f-` -- mablXUlet O ffiIIIr0t6aQ1'AiDOhUfl9,be Mesad.b on ft MuW d b moss va - S10.4PSON STRONG TIE CONNECTORS SPECIFIED FORCONSTRUCTIONUKANNOW 00 w MTS20 LTS20 l4O W�e2 XUM0M j 1 WMEID! aA >o FAflaO2 w ,wr on ° .�KEHL DESIGN ASSOCIATES.w 1NV53 Mm aM! S F. NOIe IaFD't ro SS�SW WOm�7 T �►rAee,I M H had 2-ld a-ld Lll m ® 430 �- 4 M a01a1F1710R5 IIAIAUiL FOR ALL FOOT NOIFS AID reA1en119 a mm m:msb,. o PItOPaI NSTAl1A71011 PROa°DIIfiE3 w le — wm 0 m as ae W Sol —— 4 w P0.11%1675 Phan(631140•! old MAD AAEIngI&=O3T1 Aaawax:HGTWADS sA �liv /AA7QM1 Saulhdd,NewYM11911 [�A1at�n6S10apMYe Asmma 0. AYO law,M aP xaLT N�30 IfJIII • ItNalil OF RT M TOED IN1/al aN uNm °i, AN an LL% ,t r td• Y sr ' 1r r 2r s ar �A NAIH ra+ Amdelta LLG. Y Sell SP4 aA.Ana m Th— UTA H '� 1T htol 1208 1100 4 K s, 020 LAwI n►� NaR.IQa and 2plelamao,la Ndudhq Na #LrMI't IMati be IBM U,., R tha Propwty of MIL COON w /m +�■ 10 u`7A LSTA21 „Syp,¢n° aa� wA oae w°"U,°,rs ipa 9��aa�mhich00■1r pa/130J YaI (UO) HGA10 rdth arty trorkrPro).e1other tl1mfar NIId111111,0 -,Od.,r SIH low aH 1000 4 a.1a they have tHHI pnpH.d„ia,out wrlttwl 0on2w11 DETAII, "K" lae30 -IN.lt MIS fa30 eH 1000 ba.110 ARIfYl2 - 8._ : AMENDED TO PIANS OATm JULY 21.2021 ON -1a1.1r m m 7m 710 4 N CO�i m Nur DETAIL "E" Equal number of SIMP B-uspecified nails inTAKE-UP WASHER n 1K each and Addendum Plan To Existing Plan rson Strong-Tieo e aH an DETAIL "H" AR Tz IIn�The �Town Of Southold Bulldlnt LIN a 1 ala W ala 4�.a Department, , N ala Ne ala rAaHAL 0laxaoe FAMENDS 1r" OFMM HoWM Rivas nee 11M 1AAL M w'�"'JaaN.m LUL. uT.r�•AAaOWE 0 - as ��' Ie• >s x 30 a ou ,r 1r s x ar �°' :°l�6F 305 Flint Street Greenport,NY 1171944 IMA U a 4lr 1r :r r W t le r 1 r Mao ,a6 2. 2306 SM am 2730 o.am am7 IL a az - . PLM# 1 o65'L000 11M �1l01H FAS7nEa LLT. Or s awe NM • L 30 l0 'J4 ar 77 od.,r— >m we 7 H.1a rA,aame Auatu2H tFNxoH I0Ao9 amE ITN °A IS L Kos 0� O30T 3021 m,aae rA2lom Aualcw2'�iaaol toA—a. o� Simpson Strong-710 SIMPSTU ' °A w L MALS ,+:� Ylo) IFR LUS48 TAM-UP P WASHER NOT FOR �° ta„1 ow CONSTRUCTION '1� ' se a aur Ulm Eliot Dani Ya/Haf HD2A - law.m „,r USE UNLESS NOR AIL NANffJt4 ro aE IrsEs G1 TIx3 PRO eCT 0 m° tea ,t to arAN SAN 451• 30-m t2a I= 2r 7 ae ARE ro aE 11P YOUNIFD UI2A atttamsE N'—FAtuAa:ro 0016LY w1H ALL no1Fa _ CERTIFIED BY A 113011 ON THS PMN Y+1,,YraTIFN Aunlge7Amm, _ 'I n lsloae W H{Ir am BY A RXM PjQFj33 ONAL FNOx.D;PlAtfS DETAIL F — N° • N a ,30 ied 10x1° uLL l ,ad ,w toe ud lad Hd Hr. 'LLA aN INE caNlRAcraH DETAIL "I" COUPLER NUT PROFESSIONAL IHSH N 2 ht bled- 1140 n30 1030 1130 1m 7,441a TU HH1,0-2 14 a�2 �i iM 17Y a0e HeD HW gala, ,23 A e- .SIMPSON - ENGINEER TAKE-UP WASHER rAMIXIM WT Ply jdT IlroOoa QA ar. xArlam w rum w snae (1aO 01sT x . 130 - tn7 470 SO nr W SP4 ax AHOY% Qui aastAnMY SP4 � ANCHOR BOLTS xawonm ° Arms ant LSTA21 SIMPSON IND LSTA21 Strong-Tie I*i& �� ° MTS16 MTS16 HD2A 1210:0 ue1 HUS2t0-2 m Y !30 • PROPERTIES m F 1 LAKESIDE DRPJE Mlm n DETAIL "A" SOUIi'HOLDF NY 11971 K7 � �01"S 0 DETAIL I'D" DETAIL "G" DETAIL "J" DETAIL "Ll, SCif M#1000-.90-4.3.04 lw "• Simpson Strong-Tie tFiA ITA ROD SYSTEM UTA ge rapping DRAINAGE @ROOF RUNOFF`•,N_OIE•AND GLOUUITIONS LSTA30 AALLLVEVENTS ARE To BE LOCATED AT THE REAR OF THE HOUSE RUN OFF FACTORS ASPHAL4-7I�.Rk 7A= ` 9 s_Sti�P`SCN WINDLOAD BP ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES/COVERS 1'-0•DEEP POOL x 4'Duf=i,2s§sate Parsmaaln= CF#PtRTu$t�C7/ALCULATIONS 1'-0•DEEP POOL x a'DWt:i 2"pIL1C-'=111x,verem'fl:-' f 1'-0•DEEP Pool x e Du',=4zse start per verged m 1 STftN¢'TIE DETAILS "°oF r-0•DEW POOL.x tY `7 Baa eu1L Per volUeal tt 10 bOFI RAINAGE a a- l;; ;' ROOF AREA=2918 m/ft t± f ��B � 1n�t���CALCU• TIONS AND Y=A x R x c ` emig'NG ISER DIAGRAM LTP4 a^a A=2916 sq/ft LTP4 R=f RADFALL=.17�It - - LTP4 C=OOEFF.=1.0 V=2916 x t x.1 6666 -486 CF. TEAoeE>�IHnan ss DETAIL "C" al2ranwai Oma '-wet a- FM (7 1tf�xAER N111®B6D ID.E AM1101O0xW�lILLf E Simpson Strong-Tie _ '�..° 4 6/4225 SIM FT./Fr=iL5 V. mt+nt �ev�lERSN�Rr» u+ xYs RR atxat�aitoEUDra LTP4 LiP4 DETAIL"B" Floor-to-Floor Connections Ridge Strapping " USE(2)8 DUL POOL E-D•DFfP=12 V. '��` I c t9 MD +u 19e�wcads� � Detail � 24 Simpson Strong-Me 486/223 VERTICIL Fr./FT=21.8 V.F. S �C `'• �� Floor-to-Floor Connecuons Z;�p a USE(4)C DIA POOL 6 DEEP= V. i. v " .u.o. ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER To HAVE A CAPACITY '° � POOLS 10 BE PLACED ON R SIDE OF EQUAL TO OR GREATER THAN THE REQUIRE)AMOUNT CALCULATED FOR EACH CASE HOUSE Aro/ORIEADERS IO BE PFED BOK e"wv".evwae m.00w �, POOIS(1/2 OF TIE ROOF TO W IRI - POtX.MNNTAN IAN.OF 20 FFEt FROM s.4. NO SUBSTiTUTIONs -DESIGN �1TFRu As Pot 7NE Sete RESIDENTIAL oaoEs a NEw vase s7",E PLUMBING RISER DIAGRAM All framing hardware shown on these plana, SYM AND NK OF 10 FEET FROM FOU DATION 1684 unless otherwise indicated, to Simpson Strong-Tie. R3YI.t APPLICATION TLwLaNGs AND sTRuctuREs AND PARTS THEREOF SHALL BE CONSrRUC7ED TO SAFELY SUPPORT ALL LOADS INCLUDING DEAD LOADS THIS LOADS.ROOF LOAD&aN A SYSTEM SNOT PRODS•wmo (NTS)- /^y J No ss otherwise aro approved I authorized. LOADS AND SEISMIC LOADS AS PRESCRIBED NY THIS CODE THE OaHSTMCTION OF THE sumurs AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THS CODE SHALL REMIT M A SYSTEM THAT PROVIDES A 10 � �BFAIil1O F LOCATED IN CCL+1(\�a�� 'G2 COMPLETE LOAD PATH'THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEN PONT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION.BUILDINGS AND STRUCTURES C.DJi'J . Due to the relationships of framing hardware to CONSTRUCTED AS PRE�GFD BY THIS CODE ARE DEMED To COMPLY WITH THE REQUIREMENTS OF THIS SECTION. , . the other components of the structure, any framing _ ALL SITS AND PIPES ARE TO BE g2E.D �� �m� hardware substitutions will render these plane X1.1.1 ALTERNATE PROVISIONS AS PER THE 2020 NYS To INC CODE ( , null and void, and w01 result In the l""lar COntraC40r AS AN ALTERNATVI TO THE REQUIREMENTS N SECTION 8301.1 THE FOLLOWING STANDARDS ARE PERMITIET SU&EOf TO THE ILLOTAT10N5 OF THE THIS CODE AND 111E LxdITARONS HEREIN WHERE ENGINEERED DE51tN IS ALL��AND PIPES TO BE INSTALLED F A MIRT�E $Y$IE1I I$USED AROUlD iIIE USED N COLNUNCTION WITH THESE STANDARDS THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NET YORK STATE AS PER THE 2020 PLUMBING CODE OF NYS HgJg DIEIE EQUAL PROPORRONS OF itE ROOF SHALL assuming responsibility for the design and BE DNERIED 10 EACH POOL performance of the entire system. ,)AWC WOOD FRAMED CONSTRUCTION MANUAL(WFOM) o t it s o< -AND TWO FAMILY DWELLINGS(SISI-5230) 2 MSI STANDARD FOR COLD-FORKED STEEL FRAMING-PRESCRIPTIVE METHOD FOR ONE 3)100 STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOO STRUCTURES(100400) ' SMART bT FOUNDATION FLOOD VENT 5' SINGLE INSULATED FLOOD VENTS fin FLOOD COVERAGE=200 SQ.FT. 2}• 7}• 2}• tot• 10}• 7•-11}• -4}' 43' 31. INSULATION-R VALUE=8.34 F+0II.DESIGN ASSOCIATES,iu ROUGH OPENING=16.25'%&25' mWa•nllm a oammmlaxwn•mwmma VENT SIZE=161x8'HxA THIS CRAWL SPACE REQUIRES A PO.Bacl673 I63II433•' MIN.OF 11 SINGLE UMTS OR ANY 0 t2•SONA TUBE 0 SauB2xdNewTak I1NI 6Mat ziraODpwa COMB[NATION OF UMTS WITH A FLOOD r-o x r o•x r-o SMART VENT FOUNDATION FLOOD VENT COVERAGE OF 2200 SOFT. CO NO FTG.WITH}•X 12' BASE OF FLOOD VENTS TO BE SET ANCHOR BOLT)NIN.3'-0' SINGLE INSULATED FLOOD VENTS FeN Aa .uc. D•xAxoeme.Le OWNERSHWIP USE OF DOCUMENTS: AT ELEVATION 7.0 OR LOWER LINE AT WHICH STEPPED FOOTING BELOW FINAL GRADE) FLOOD COVERAGE=200 SOFT, IS TO OCCUR TO MAINTAIN x•-11' 1' 3' INSULATION-R VALUE_&34 III drawings old gnel6catlons Including the PROVIDE g'X18'ANCHOR BOLTS - FOOTING AT X-O"BELOW I ROUGH OPENING=16.25•%6.25% and isixessin FINAL GRADE I th�irdnars�the property ofObKEH DESIGNOd PWITHRO be 3'X3'SQUARE WASHERS VENT SIZE=161 X 8•H X 3b MAX.SPACE 32'oc. Ad.CAcl sed to ofluirs or used LLC.No pot tMrooI shah on AND WITHIN 12.OF ALL r-i'-??}•t-8'-7}•--r-4'-2}—t-3'-2}�'-B�—f--B'-B}• 2W-2r, MDL OF SINGE DMT$ ANY y�y� atter than for wOA ch CORNERS AND BUTT JOINTS I I I I I IN THE SILL PLATES. 1r SMA TUBE they haws bssn prspowd What wrltNrl eonswNL •� -r^-I �-© O--I COMBINATION Cf UNITS WITH A F100D r-o x.Is x 1-0 y I 12•SONA TUBE 1z'BONA TUBE COVERAGE OF 2200 SOFT. 8'PC FOUNDATION WITH CONC FIC.WATH r X 1r m L L J L J #5 VERTICAL REBAR O e-D'OC. ANCHOR BOLT)"MIN.3'-7 1 r-O•x 20'x r-0• V-0'x 2'-0'x I'-o• BAS Cf FLOOD VENTS TO BE SET AND#5 HORIZONTAL REBAR AS BELOW FINAL GRADE) CON¢FRC WIN 1•X 12• 00110,FTG.VAIM}`X 12- AT ELEVATION 7.0'OR LOWER NOTED ON FOUNDATION DETAIL (SEE UETA6a ANCHOR BOLT)Mw.E.) ANCHOR BOLT)Mw.3'-0' I ON BELOW FINAL GRADE) BELOW FINAL GRADE) 20•x B°CONCRETE FOOTING (SEE DETAIL) (SEE DETAIL) NOT FOR WITH(4)#5 REBAR L.W. led 16'cl• CONSTRUCTION C SPACED EQUALLY,AND#5 f- --�I�PmI- ---4iw-(pmt---r 4.2x10 ACO Gi 4 x1Q ACO Girdgr Z"z.gCs Girder-r4f0 AC9•GirderrVON�fRULTION REBAR 24°DC.S.W. - - - _ -! - T I USE UNLESS MIN 3'-D'BELOW FINAL GRADE 1 r ——-- 0 -------- J L-J L---J L-J L-JL-,IJ mj PROVIDE Y%18°ANCHOR BOLTS 1 I I r CERTIFIED BY A 16 N9TH 3'X3•SQUARE WASHERS i PROVIDE(2)8•X78•ANCHOR BOLTS I 1 I 1 ' PROFESSIONAL MAX SPACE 3roa. I WITH 3'X3•SQUARE WASHERS ON I 1--- �— �- - 1 AND WITHIN 12.OF ALL EACH PIER. '111•..11LL------7'_7. 11-- 7'_1•--�-2 it •-11• 3�•---NNN77 CORNERS AND BUTT JOINTS I 1 I ENGINEER IN THE SILL PLATES. b I @ I 8•x 24•CONCRETE PIER 12•x 24•CONCRETE PIER, I I- 1I1 I W/(3)W#5 ROAR w/(3)A RESAR I I B• } 8•CONCRETE FOOTING�- t3'CONCRETE FOOTING ml I I i TOP OF PIER IS TO BE 18° r 1 TOP OF PIER IS TO BE 18° r 1 1 I 12'x 24•CONCRETE PIER �I I I I BELOW FINAL GRADE 1 I BELOW FINAL GRADE 1 1 1 W/(3)#5 REBARw_1 L - A m l�mt �`- cwt Ywt Boa!Ymt T'--ased Ved 1Int %t -�- 1 WORK NOTES: S'CONCRETE FOOTING I I WEI STEEL BM. TOP OF PIER iS TO BE 18' - - BELOW FINAL GRADE T_1...-, BEAM POCKET BEAM POCKE ------ --- ------------ ----- ---- LINE AT WHICH STEPPED FOOTING PROVIDE rX18°ANCHOR BOLTS m I I I I FOOTINIS To G A RTO MAINTAIN 3'0'BELOWI _ PROVIDE D'XIS'ANCHOR BOLLS WITH 3'X3'SQUARE WASHERS. I I 1 1 I FINAL GRADE I WITH 3'X3'SQUARE WASHERS MAX.SPACE 32'oc. I I 1 h MAX.SPACE 32'x. i I —� 2x30 Steel Beam with 2x6 ACQ Top Plata AND WITHIN 12'OF ALL b AND WITHIN 12'OF ALL CORNERS AND BUTT JOINTS U!N i I a I -- CORNERS AND BUTT (Bottom of Steel Beam to be above IN THE SILL PLATES. t• 1 u I IN THE 9LL PLATES. CRAWL SPACE 1 i- PROVIDE rX18•ANCHOR BOLTS / Elevatix B'-0') I m 2' P.C.SLAB WITH 3'X3•SQUARE WASHERS (2)#5 Horizontal Rebar Wall TIe,E aI S aced gob I I �• i I MAX.SPACE 32'x. {3)#5 Harizantal Rebar J I L-- I AND WITHIN 12°OF ALL W Y P I I I CORNERS AND BUTT JOINTS mj #5 Vertical Rebar to0beo at of slab • I 1 A m _ CRAWL SPACE 1 o i IN THE SILL PLATES Equally Spaced O 48•Vertical Rebar Elevation 6'-0•) 1 o 2• P.C.SLAB 1 I PROVIDE 6°X18•ANCHOR BOLTS 1 I I I 4 x 4 x}} SEED.BOX I I II n #5 Vertical Rebar mj MATH 3'X3'SQUARE WASHERS 1 TUBE COU/A1N ON f" MAX.SPACE 3r R 1 4'-0'x 4•-0'x 1'-0' I x L Equally VMO AND WITHIN tY OF ALL 1 I x ` CONC FTC.WITH#5 REBAR 4 x 4 x} STEEL BOX I m 1 I o B5 Rebar SW. (2)�i korizxtal Rebar CORNERS AND BUTT JOINTS 1 1 0 ~®6 as EACH WAY(TYP') BE COILMN ON I n r'-�� PROVIDE 8•X78•ANCHOR BOLTS 12'oc. IN THE SILL PLATES I - 4'-0•x 9'-e'x 1'-0` I F 1 1 YA1H 3'X3•SQUARE WASHERS. L _Sr PC Footing q ?L cot FfG.WITH#5 R®AR MAX SPACE 32°oa. MN.T-0'Balm Final Grade 1 6-Oa EACH WAY(TP.) I J AND WITHIN 12'OF ALL (4)#5 Rebar LW. 12•x 24'CONCRETE PIER � •I O}' } QT' 5'-2' 113• P-B' •�-- MOTH SAND BUTT ILL:PLATES JOINTS Equally Spaced CHI(3)O REBAR a�m -J i TU COLUMSTEEL BOX 4 x 4BE :1'STEEL Box 8•CONCRETE FOOTING -r I I CONC FM WITH REBAR 1,�4 4-O'cxOl4'-0' ''0'Ox I'-T TOP OF PIER IS TO BE 18' B'OC.EACH WAY(TYP. 1 CONC FIG.WCIH 0a REBAR r— BELOW FINAL GRADE r —� .m 8.OC EACH WAY(TIP•) 1 i I I,v.l fC� � (S;� L'+ w%3 �,a. �y��'i 'J BEAM POCKET 1 1 1 I ff i •w.1 }___ ..__ �.. C'`_ H 53 . _ 2x30 ISM. ® I - WI2xW STEEL. ECT ® I —� --.�.Y. + Q i I I I I I EIanHA POCKET 1 , �� — I T BEAM POCKET I II F t FEB ry _ 1 I — L wibx30 BM. �1 g- M1Y12x30 STEE I t"R 1 E u l 2f123 �} NI&R I I I I I I I L u B'PC FOUNDATION WITH io ' ABOVEJOISIS I #5 VERTICAL REBAR O 4'-0'OC l , I a — I-—— I I NOOSED oN FOUNNDDATION REBARAS ? PROPERTIES h I i WASTE c ON �. E._ --_: ROPERTIE 1 e r 20•x 8•CONCRETE FOOTING I I ' CRAWL SPACE I I WITH(4#5 REBAR L.W. tY PC FOUNDATION WITH : \' j tlDTF I I SPACED WALLY.AND i-,,.-:.a DENOTES PuIY®NO s z• P.C.SLAB ..<. ._ LAKESIDE DRIVE #5 VERTICAL REBAR 0 4'-0'OC I : Ta •1BDyEgT a 1 I REBAR 24'OC.S.W. -- :.-•.--•.._. ,r._...,.......�..AND#5#5 HORIZONTAL REBAR AS 1 f ) 7 '7 A FLOOR JOISTS As o I MIN 3'-01 BELOW FINAL GRADE NOTED ON FOTE LIKE UNDATION DETAIL I - W1aaaaD ETAi SOUTHOLDridY 11971 20•x 8'CONCRETE FOOTING SCTM#1000-M-03-04 WITH(4)#5 REBAR LW. I < 1 i SPACED EQUALLY.AND#5NG TITLE REBAR 2eOC.S.W. MIN 3'-0°BELOW FINAL GRADE ---�— 1 ---- 3'_B• 7' i ®OWMIT 2022 ML DW ASSOdA1E$NLG ALL ROP(HAMS ND REYAlIONS APE PROVIDE 8•x98'ANCHOR BOLTS OVERED PORC�I r —+^---------- I PFMWB1AU8 FWALCWYAI�RIAILHANSMAY NOT BEURU UMIDitIDOUT WITH 3•X3•SQUARE WASHERS. I 1 'E I •� MdiDN AUOIOI�AINEL AIL BANS APD OESli1$ TIE SOLE PMWflUY ff FOUNDATION PLAN MAX SPACE 32'oc. j UNEXCAVATED I •m • P.0 9A8 I IML OW Ati9027M NLG UE�R 10 IRU OILY OLE SIRU6W RNIN TIESE • AND WITHIN 12'OF ALL 18 I 4' P.C.SLAB I 1 1 I i-- —g'-------- I m M NNERSILL D BUTTAIM JOINTS 1 1 I l FLANS 6 U�EXa119VaY 10 THE 9JYFR i01 FAdiIE i HOOF�HPAahL� I I COVERED PORCH 'I I 1 `---r-J I '---- -qO._ •-- I m r P.C. L --N.. -------------- J 1 PROVIDE J*XSQUAANCHOR BOLTS WASHERS. Aargtaloe Of Oma d�Igs don act aAhgiLe Ow Hyllt tO h1N 11DI0lt tib aiMO'fAL001 ffiK EM NSB EL BEff NO ME 11E MM OF 1 0 MAX SPACE SQUARE d lotd gaalda9 01 md1 m A1ftdl C1ADtr Dept.of He*S L11R7 Ta®�g >Q IAL fOIPoCIB SVR ItTFY NL AND WITHIN 12.OF ALL Dl�hllmb OEF Fl]IA YLTNT d 1xA ddiaal DOdA O d 1�1 taXh EFW fEiD D INE L---- —�------�----- 76 1 1 m N -gL--- -PROVDE X18•ANCHOR BOLTB --J CORNERS AND BUTT JOINTS WdIBR� to C.� g� 8'PC FOUNDATION WITH PROVIDE 6'X18•ANCHOR BN I 1 -- 1 T #5 VERTICAL REBAR O 4-0.OC WITH 3'X3•SQUARE WASHERS. 1 �i Lam_ m. J I WITH 3'X3 SQUARE WASHERS IN lHE SILL PLATES. ♦1 em DESIGN CRITERIA AS PER THE 9020 RT9 AND#5 HORIZONTAL REBAR AS MAX SPACE 32•oc. - -- 1 MAK SPACE 32•ac. NOTED ON FOUNDATION DETAIL AND WITHIN 12.OF ALL ``` __ J I' AND WITHIN 12.OF ALL ON CORNERS AND BUTT JOINTS CORNERS AND BUTT JOINTS 8'PC FOUNDATION N1TH R3p1,1 AppUOATIgI g(BIDRRGS AND SIRUCIURES,AND PARTS ALL "• 28 2018 y,, 20'x B'CONCRETE FOOTING IN THE SILL PLATES ' - �---�.� IN THE 9LL PLATES. 5 vERTI AL RE AR 41- AS '.� CONSTRUCTED TO SAFELY SUPPORT ALL LOAD$INCWDING DEAD LOM LIVE ADS• + '� ,31 WITH(4)#5 REBAR L.W. NOTI ANDH FOUNDATION DETAIL I ROOF LOADS,FLOOD LOADS SNOW LOADS.WIND LOADS AND2018 SPACED EQUALLY.AND#5 I ON PRESCRIDED BY THIS CODE THE CONSTRUCTION OF THE BIALDINGS 'RES I M ACCORDANCE WITH THE PROVISIONS OF TINS CODE SHALL RESULT IN 7' i REBAR 24.00.S.W. 2'_8 20'20•x 8•CONCRETE FOOTING THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REWHREYQ! K MIN 3'-0•BELOW FINAL GRADE � WITH EQUALLY, REBAR L.W. TRANSFER OF LOADS UFROMNDA THEM BUILDINGS OF ORIGIN STRUCTURES THE LO SPACED EQUALLY•AND. TRANSFER AEN7S TO THE FOUNDATION.BUIOINT O AND SN THROUGH 4 REBAR 24'OC.S.W. PRESCRIBED BY THIS CODE ARM DEEMED TO COMPLY WITH FO U N DATION PLAN MIN 3'-D°BELOW FINAL GRADE THIS SECTION. oA os i R301.1. ILLVESERERS ANA ,VE TO THEQUIRED@RTS IN SECTION R=.1 THE F. A102 „ SCALE:Iw-1'A• STANDARDS ARE PERMITTED SUBJECT TO INE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN.WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION VATH 7-1}• 1'-10}' - �STORK ANDARDS.THE DESIGN SHALL COMPLY WITH THE BUNDINO CODE OF 8' 2' B' 1)AWC WOOD FRAYED CONSTRUCTION MANUAL(WFG1) FOR ONE-ARID TWO FAIRY 0 (A19-5230)2)AISI STANDARD FOR COL -FORMED STEEL G- ��METHOD � O ffiQrD151QR�S50QAlffi,ue 60 3)100 STANDARDS ON THE DESIGN AND CONSTRUCT ON OF LOG STRUCTURES(100400) ' ' S• .--4. RDQ H¢sA>E sWIANc N 7'-6'�7'-8• '-5q.5'-2�• 0'-4}• 8)15 N8RLIIDOLR3Mft= tPD 0 SBI IR ffia W=—SIRELDIt _,�. FHLDESIGN ASSOCIATES u( f�•_�T"�4._2. ._��3._,p�._�� NiFY NL pE)&f6 F�ff R2 AmBa1 Al1E 2N RBaB N FPDTL6 FDIff � PO.BmINS P�(�9�•! O dwhnldNBwYakIIPR EAtd ffind5t2apfcira NIIFAWB NEWR: rw A.xna,ue. °exA .tre.ue (z)1ij19j LK WL4 2BER2SE NBIBIOWNERSHIP g Thw draW,go andopodf-=NdadNa tho 101[�TNL tiFf8b6 Moak�and anmgerrtonb roprwwtLed x98 MUSffL82/D01111 th�drt.R tta pro ty of NE18.DESIGN NE-IP 21N 1011S N IDIS ASSOCIATES.LL.C.No part th°rad.hall be ANOQLSEN 3•ANDERSEN y ANDERSEN 3•ANDERSENwm myony wk pro ~than far which 1YJ2852 yt 71852 Sy 7x2852 gr 1X2852 thoy have been prgaod td5tout mitttot�L YBIE FiW1E RE BEg6 As1IR .av 4'-1• J _ ➢E mli NRRWRaUI e ° �+ ILVBILAL UD:aBAIDI �Td110 x Sr F.a16:2� COVERED PORCH COVERED PORCHo o NOT FOR S.a t DINETTE I e Y o � o 0 4 CONSTRUCTION 16 4 CERTIFIED UNLESS p P ~ ANDERSEN AND EN ANDERSEN ANDERSEN LINE - CERTIFIED BY A TW3$e _ TS�Q 3.2 88-x-_.13813 LSECOND INE OF FRENaIwoGD,zoeo-a s ant a n7A PROFESSIONAL (2)t-/r.0-1/2•LVL (2)1-3/••.o-,8 LK ENGINEER RK rwi=I 51. I 4._ . 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SECOND FLOOR CEILING PLAN STANDADSALTREPERMITEDSNATE 1S �EJJlO��a� A105 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LDIITATONS�THE THIS CODE AND THE LIMITATIONS HEREIN.WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION MATH SECOND FLOOR PLAN SCALE-014'' -O' THESE'STANDARDS,THE DESIGN SHALL COMPLY 017TH THE BUILDING CODE OF NEW YORK STATE 1909 SQ FT LIVING SPACE 1)AWC WOW FRAMED CONSTRUCTION MANUAL(WFCM) 2)AISI STANDARD FOR COLD-FOPoAED STEEL FRAMING-PRESCRIPTIVE METHOD O RBIOrDI1S1l3Rvti�0(TAT16,uc FOR ONE-AND TWO FAMILY DWELLINGS(AISI-5230) 3)ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(ICC400) u`n���Ihli!!€hfl e��LLJJ■�f•.Ih�■111 .yam II�I�IIIII�IIIII�IIIII�IIIII�III. �IIIII�IIIIIr11111�11111�11111�1. �I�II1111111111111111I1111rI1111r111►, 111111111r11111111111111111111111111. C i11111�11111�11111�11111�11111�111�1�1111„ .I�IIIII�IIIIIrI1111�I1111�I1111�I1111�I1I,. � �•.i..-,�•. 1111.11111 111.11111.111111 rlllll II 11 Itt11r 111111r111111111 Illllrlll� �Irn1111 ,,, loll 111 11111111111111r1 plllll III 11 ■■NO 11 111 IIIn11 ��■ r111111111111111 111 loll 111 rlllnrl� unnln 1uu11unnn unlit 1 n nolo ��■ nnunnnm ❑ ❑ ❑ nnnln— �IIIIrl11 111 loll 111 11111.1111111111 1111114 III �II .... III III 1111111 1111111111111111 111 loll 111 111.1111 X111111111 111111111111111L,_..._,...,r11111 II 1 IIIIIr._-,_....,J11111111111r111 II 111 11_ �Ir111111 11111111111111111111111111111111111 I II 1111111r11111r111111111111111111r11 IIIIIIrI� II1111r11 I-I I_u I-u 111111.II11I.11111.111n.I111I.11 I-I I I—I II I-I II.IIIII.IIIII.IIIrl.11111.11111. e . ■ 11.111111 . . =llllml II��II IL—CJI 11��11 IIIn.111 m1111L11111.1.In.111!I—I II I—I III I_I 11.1.111.1.In.1.11111.11.111.11111 111.1111= Ilnlltll 1111n11111111111tU111111111111 i�1 II u n u nwnnnrmnmmmmml moon �1111111C_..._,_..._•_..._,_...-,...._,_-.._,_.:111111111n1111111111r1111n11111 sl II IIIIItIr1111111111111111IIII1111r1:._._.-._,_..._,_....,_..__,_.,.-,_....,]IIIllrllr� CONSTRUCTION _=uun•linumnnun•numm�•Inn•unl•lun•I•..._._...'•--•-•-•-•-'_.,.,..n■moon■I■m■'■n—r.1■mit■nc•_�llnnlrlonrinnmmrnumnnnnmm�lrnml= USE UNLESS CERTIFIED BY A - � ,� -nuununnnnnnnnnn�nnn■•- - -- - --- anunnmmnmm��r- ---- PROFESSIONAL �IIII 11111 11�I�11 111111 1lrlll�lrl11�11 1111�I� 1�I�1111 Iltl�lll�1�1111 �I�III�I 1�I�1111 1%I-IIIt11 1m Ilio uunn n1rn1 mlmumul unnn ulnen mnnnnnn nnml mom unmlllnn ntnn loin nllrnlnnul urnln unlet mnnnnnn noon mom nnnm Illlrl 111 Illrl IIIMp 111 1111111 11111111n11r11 111/1111 . . . . 111111r r11111111111111 IIIInrII ,,, ”„ ENGINEER „' 111111/1 /11111/111 nun Inm nom mon mnnnnnrl Imm� noon nnnnnnm Inn11r nnnm Ilrnulln nm mu nmu nom nnnnnnnl noir � � ulrnu Imnulnur noon "' 11,1 11, moil nl1nn11 11111 Ilrlll 111111/1 1111111 111111111111111 111IIIn 11111/11 111111111111111 1111/111 IIIllrll 111111111n 111111 I-I 11111 rI11111 I-I 111/Irl IIIt1111t111111 111/1111 . . 111111r r11111111111r11 IIIIIIrII IIIIrl11 111111/111 111111 11��11 111111 nrllll II�_II Illlnl 1111111rlllnrl Illnrll Illllnl 111111111111111 11111111 . ■ . 111111111 11111111111 nut nm onto nmu nrnnmum noir nlnnl uunnnnm noun � � � noon umnm 1111[.�_...,_..Irlll III111r'.._.__.__.-]111111 111111111111111 11/111/1 . . 111/1/11 111111111111111 1111/111 11111/11 11111111111 1111111111111n1�111m1 nt11111�I1111r111111I1t1111 IIIIIIr11111111 Inrllll 11hnr r11111r11111111 111111/11 111111/1 111111r111 .,,.p •, 11111111111r11111r111111 11r11111111111111111r111111 111111111111111 111/1/11 . . 11/11111 111111111111111 1111111r 111111111 11111111111 r1111111111111111111111 IIIIr11111111111111111rIt11 11r11111r111111 111111r 111/1111 111111111111111 11/11111 111/1111 111/111111 111111111111111111111111 II111111111111111Ir11111r111 111111111111111 Ilrllltl . . 11111/11 111111111111111 1111/111 11111/11 III11111111 nnnnllnnnrin111r mnnmmnnnmulrl nnnnnnrn Innln lnmr mnllunlrn luulrn lnulrl mmml 11111111111111111r111111 11111111111111111111111111! 7I11111IWMI '1111111 11/11111 111111111111111 II111-- ■ ■ ■ 11111111' '1111111111 �rlll�l_rI11�I�I11�I�I111�I111�11111�111�1111111�1_111�11�I1111r111�1�1111�1� 111111�1�1�111m1111/ 11�111�1 111�I111�1�1�111�11 ---------------- • A • d11�I�111q�111�1�11111�111�1�11111�111�1�11111i111l1�. e1111111111111111111111111111111111111Ir11111r111111111111.. - .,•111111111111111111111111111111111111111111111111111111r11111r1. -- --- .�Ir.11111n1r11111111111■I11I11t11m111111111111111111 1111111aIIII1III11111111110111111mrm .1. - d1111111111r1111111111111111111111111111111111111111111111111111111111111h. A111IIIm111111111111111mI11loll 11rIO11111111r111grI11mI11nrI1I111111�. .r•11111r111111111111111111111111111111111111111nr111111111/Ir111nr1111111111111111, - A1111111111I1111111111r11111r11111111111111111111111r11111111t1111111111111111111111111i, -�1111R 911111111111111111P•'■nu'�'�r•'�Innr11111111111r11111111111111111► - � �--- - -� -- munnum — /11111/111 •Illnrl111111111111i A1IIImI1111r111m11111111111111111►. I • nmm�l■mm�u■ir 01/11111/1 11111111.111111111111 mill11111111111111111111111111I1111111111r.. •amnl■nm11111■1■nn11 Ul' 11 111111111111111111111' ii111111111111 ■■■ 111r111111I111111111 ■■■ 11111111111r11111r11111111111111111111111r1. '�1�11111 1111111111111111111r1111111111 ■■■ 111111111111111111111 ■■■ rI11t1111111r11111111111111111111111111111111. 11IIIIIr1t1111I11 1111111111111m1' /iimllnnnml, ■■■ r111111111m11111111 ■■■ 111I11111111mI1111r11111111111111111r11111111.. '71111111111111 1111111111111V i11111r1111111111111111111111111111111111 L1111111111111t11111mIn111I1111r111111111111111. \111111111111 nunnunr• nmunnnnnnn�....,.•...,...Imnulnunnnl,.....,_•..,_amnnnnnnnnnrlunrnumimm�nnn.. �numnl • 111111111II' iimnnnnrmnmmmn1n 111nmm�nlnnnrmnnnm11111111111111111r1111111111111111111111111111111111111111,, 9111.111 omni• mnnnllnnnrnumnnnnnnununnnnnnnnnmm�mnnnnnnnnnrunlnmmunnnnnnnrinu. •onrl inn /iiunlnnnnmm�u1nn11r11u1nnnnumm11nn11nnnnmm�mm�nnnllnmm�umnnnnnnnn1n111rm119 �pn ■ p►�, OIC 111�1�1111II�tlq�1111 IIgII1111I1111I1II11IlII111I1�IIII�1111IIIIIII�I�IIIIII�IIID 1 IIIA 1 IIIA 1���1��IIIIIIIIII9IIIIIsis'IIIIII111�1�. 9 1 PROPERTIES immm�mnllrinlmnnmumunnmm�mnnnnnnnnnnnununnnnnunnnnnnunmm�umnnrnumunnnnu. 1111111111111111111111111111r111111111111111111111111111111111111111111111111111/Ir11111111111r"•"�'�'�'�"r"� �'�r'711111111111111111111111111. �iimnnnn■urQr1111111O11r111nrI11nrI11nrI11nr11111rI11gr111111111nrlllnrlllnrlP"\IIIt11111t1111nr11111111n1■..._. - ='.mmnlmnummm�ulrnlnnnnnnnnnnmulnnnnnm mumnnnumnmm�n......_ LAKESIDEDRIVE Ir11111111111r11111111111111111111111r1111111111111111111111111111I11r `11111111111r11111r1"" ■1■11111111I11111111111111111111111111111111111111111I111111111111111111► 41111 SOUTHOLD, •IIr111mI1111r111�1�111/1�I1111�111rIr111m11111111111�11111111111�I1111.n II�IIIII�III�l�lliu. SCTM Inlirii---•- -•'--ii�liinnnnnnnuc lrmm�u11nn1lnr:- inn il�inc._-_ n� � nnnm inulruulrnnlnnn imnnnnnnnnnrn innnunmrninnnnminnllllrnunnn im nom Innn ■•'iiiiliiiin�i�iriril�inm ��� gni iiiiini iiiin� •1• / 1 1 nrnnl ��� ��� nu t I I 11 11 11 I1 nm nm mm�w unnlon.._rnnnml...Jmill I I m ■rnn nr 1 Imll 111r111r 111r111r 11 I I I I I � I I Illrll I T nnnm „� nnnnmm�mnnn �„ unnunnnnnnnm ��� nnnnunlrnlnnnmm�amllnunnn ��� Irnnlrl nnnnnnnnnnnnl nnlnunnmm�nlr ��� lmncnnnrinnnnnnnumulrnulm ��� Irr nunrl uuml /1/111111 1111111111111111111111111 r11111111111111111111111 1111111111111111r111111111111111111111111111111 1111 Irllllll IIIIIIr cx •I• •.r ,vi n iar vi1 s. •n• -I o I. ' 1111/1111 IIIm111111111111111nr 11111111111111111111r1111 1111111,111111111111111111111111111111111111111. ELEVATIONS 111111/11 ��� ......111111............ 1111111111111nrllltlrll rI111111111m11111111Inrllltl1AS 11111111nm111 II11 1111111 1111111 1/11111/1 ISI 11111111r11111r1111111111 11111111111111111111111r 11111117111111111r11111111111111I11111111nr11 Irl 1111/1/1 "',"' IIIllrll -rd I i i�r '1 "i'r 1 , NOTED /1/111111 � 1111111111r1t111111n1r11 rI1111r11111111111r11111 11111111111111m11111111111r111111111111111t11 1111 11IInll ...–... Illtnr I� ra:r. vi1 x i i 1- r. s: 11111111:,J...._....,_'IInrI1111r11111r111111..._,_...._...]111111111111111111111111 11111111111111111111111111111111111111111.1111 I■I 111 111111111111111111111111�111111111111111111111111111111111/1111111111111111111111111r11 r11111111111I111111r11111111111111111111�1111111 I� IIII 1111111111111 r111111111nr1111I1111nm111rm111I11111I111I111111r1111111111Ir1It11L...n....n...4111111:r111111111111111111111111111111111nr1.n.n.n.....,rl II II III II 'III III II 11 II II x- I II II II 11 1 111 11 II II II 1111 N 11111111111111111111111111.1111111t1111111nr1t111111111111111rlllnr 11111 1 1111 Ilr 1 1111 111I11111111111I1111111 11111111r 1 Ir t n1 1 1111 11111111r 1 111 II 11 II nnnnnnnnnn11nu11rnmm�nnnnnuurinnllnmmllnunnnnrmnnnnrmnnnnnunnnnnunllnnnnmm�lnnnnuumu11lu1 111 I 11111 111 I r 1 n r \� ,>. •. •.,:�� . •:• • � •.., nnnmumnnunnrinnrinnnnnrinnrinnnnnnnnmumunnunnulloonrmllrnnll]nllnnnnnnnnmmnnllnmulruumnnnn� _ -- - -- -- - -- '- '-' - --ORMI _-- ---- -- _ -- -- -- '- - - '- -_ _ _ I I I NEW ---=--------------------—-----------------_-_--- � k THESETHE LIMITATIONS HEREDIL WERE ENGINEERED DE51 iUNC'n At NEW YORK STATE � 'p ll�.calhli!!hII?_ �L'-!1J■fa■III waft- r L .�IIIII/III11/11111/111l1r1lIII►. •I/111!1■111!1/111!1/111!1■III\, 111■11111/111!1/11111■11111rllltl/, 11111■11111/11111/11111■Illq/Iltti. �-. �i■11111■IIIIItlllltl■11111■11111■11111■I. oon n .AI��1111■Illtl�lllll■1 ■Illtl nrnuu■I1111I - — .•nnnnnnnm•nrmnrmnrmnrr, nn. nn�rm l111nnn _ .. •� �.� - L nuum :noun numm�unr irnmmn rnnir i■rnrr mmillimmi ■11111r1 I/11111111111r11111■11111 logo mill mill mmmm 11�11111�11111�11111�111 mmm mmmm mmm IIII�III� mil mill mmm :!viii Irinlnnl ❑ ❑ ❑ ❑ unnnllnnnlnulm ❑ ❑ ❑ unlnl 1t11L1,, mmm mmmm mmm Ilntlr1n11.11111■Inll■ mmmm mmmm mmmm mmmm Int1.In1IDI,111111,1. mmm mmmm mmm l.Int1. nirilili IN I-Illlllllt •��I ISI minnuunmm�nm ISI ISI Iii I-I unnnllr■wnmm� lei I�� ISI mann= • • LSI ISI ISI I�1 I� ILJJ nnu■ lel ISI ISI Innen - n 1 u Intro nmmumm�ml I I --_ °-- —..nninlllinnlnmlin - an■nnnnn■nor----_-- _-- --won■— fill 1�11111r111tIr11111/11111r11111r11111/111t111.111 - '- '-'-'---_----"-----'------"---'-----'-----'---------'----""'•"'��"-""'1111111111t11111�11111/11111■11111�11111�11111.111111111 111111111111011WI= mmmmmm 1111110 �•r•� mm iron o 1 nim ::loon: i ❑ ❑ ❑ ❑ 11■IIItIII 111111 ❑ ❑ ❑ ❑ n11/I 1 11 InItI I ■■■ ■■■ ■■■ ■■■ lull!! ■■■ ■■■ ■■■ ■■■ 1111111 II ,,, 1111■111111 l 1 IItt11t1111 111111 II■1111 1 I 111■11 ■■■ ■■■ ■■■ ■■■ 1 Illlltl■II 11111■ ■■■ ■■■ ■■■ ■■■ 111r11 II 1 11111■ I 11■11111/1 1!1111 ■■■ ■■■ ■■■ ■■■ 11111'. 1 ■■■ ■■■ ■■, ,,, II 111111 I I—I I_I I_I I_I IIt111111I1 II/IIII 1111111 II ,,, ,,, ,,, ,,, II inn p IIII---JIII IIIL---JIII 1111—Itttttt■—JIII IIII—Itttttt■—JIII I Iunlrml ulnl onnl I 1 nun I I nm LI mm a II „ , ■„ milli 1 nulr Inmm� non unll . 11 nn■ I 11.1111111 II�IIII - 1111111 II II�1111 1111■111111 1 son III unnmu !iii IL'_�_:lll__�_I l��l�I 1�l��ll I1i11 II Y ilii; I I ............................................................................x......... ................................................................................... ............................................ .... 1/11111■11 Inn ----- --- all 1 Insole„ 11■1111111 111 III 1, 11 1111 � . ■ . . I 1111.In111 i,I11 �IIII111(1III:IIIIIIII.fIIIIII,� �!n_ , I�_� - �—■■1 Flu.-� � r— �� zfi><■ s<#■I ----------------- ......... gI - - - milli iinniinlnitl■nuI■I111un1111 1■I�i1u. – .tlllln■11111■Illtl■1111 III11■IIIA■ ttl■11111■11111■11 41111■11111rllltll11111/11111/11111r11111/Illtl/11111r111111I1, ----- -------- ----- .111■IIItIlI1111rIlltlrl1111r11111r11111r11111/11111/11111/Illtl■IL. -- -- -- --- - •11111rllttl/11111/11111/11111/11111r11111/11111/11111/VIII■11111■111. mi �1I1%I�IIIII�llltl■11111■IIIIIIIIIII�lllll■11111■11111■glll■11111 IIII, --- - 1� 1� .AIm111ll 11II�11111�11111�11111�11111�11111�11111rIII 1111�111gn1111r11111rI1111i11111�If I-. • - - - ,•IIIIIPn■■uuuu4l■(IIII■IIIllnnnnn■nn11/Illtl/IIIIUPulunnn■nnn1l/, ...,� — 1111■11111: 11111111111111111 111nllnnlltl/ 11■111116. 1111111111111111�I1i' d■11111■IIII 11111111tIn1I111 11111■11111■111111 IIII■111110 i�lrI1111�I11tI�I1i111 111111111111■11111• illlt1111111r11 ■■■ 11111111111111111 ■■■ 1I11tI111111n111 ■■■ 111111rllltlrll. 111r11111■11111/IIII 1111111111111111 ■■■ Ig111111111111111 ■■■ Illlltt1111111111 ■■■ 1111111111111/III. I■11111■Illtl■I•' ijI11t1111111■111111 1111■11111■111111 111■11111■11111■I '11■IIIIIr11111/111• 11/11111/IIIIIIIII n1■m11■n1r' linnnnnmm�n ■�■ uunnnll■nu ■�■ uullnulnnnl ■�■ unmulnmlmtl, •1nnlunum n■nnm' liinumn■nnnn[..,_...,.... lnlnnmm�:.,.....,_...,muuln■mr,_....,_... unumm�mllnw, mannan • 11nn1lnnlnuurnnlllinminllnuunnlnmm�umiumn■nnnr■innunrliiilrnulrm/■nnlmnl. pnnnlo man' mm�■nn■nn■nunruuunulnnnnn■nnmuummmnnnn■nnnrnnunuanunnnlrlulnnm. �lnmm III1V j111111111111111/1/11111/11111■11111■11111■11111■11111■(IIII/11111111111r11111r11111111111111111rI1I11■11111■11111. ...■II.... 111 . 1111111 r. PROPERTIES Ilr' 1111111111111111■Illtll11111111111111111■Illtlllllll■1111111111111111111111111t1111111111111tlllllt1111111111111■11111■11111■11111■Illtl�l. liinnllim If o111nnllnnlmollnn11nn1/uulcoolrmnnu■nnlnnullnulnnnnmm�mm�■lmm�n■lnmm�nnl. 1 .iunnunrnnlnunnn■nnnnn■nmunuu■nnnnlruulrmm�mm�mm�11nn1 nunnnnnn■nnnnn■nnnnn■nl. iliiiiililli!itilli!it..ilii!........uiili......iililiiilniiili1i111i...............iliriiiliiliiliiiiiliilil� ••In■nnluntllln■non■nulnnn■nuI■Innnnlmntunum■..I ... wilnnnnnn■nuuln■■nulnnnnnll• 1 DRIVE - •1/11111/11111/111/1/n111r11111/11111/11111111111■IIIII1111111111111111t1111111111111/111111IIIn111111111111111111/11111/Ih 1lnumnnrmm�nlumnnnmuunnnnn■nn■nu■nnnnu■nnnnnnnnnnmm�lnmumnnmlrl, • • 1 inmolnnnllnn_mmnu�lnunnnn■1n11nnnnnnnnnnn11nu11nn11nnnnminntlpn.11lnn■nulnnt _ -11111111111111�11111�1 III■. .11161111■IIIII�IIi �IIIII�IIIII�IIIII■I-- -_---111■11111 111�11111�1_i11 '-.•--_•-•-, i i 'mm�nnnmm�nn nnnnnnnnnnnm nnn■nnnnnm n■nnnnnnrnuu�ilj „' iiiaSCTM#1000-90-03-04 1 ■■■ ■■■ ■■■ l nn■numnulrnn mien nnnnnnmtnnml/ mien unnwlmnlnm mien nnnnnnnnnnut 1 1 ❑ ❑ ❑ 11■11111■11111■11!11■III mien II111111111I11rnInr11111 mien nnunuunm■In mien II■IIII■11111■n1n1II� 'il „' ■■■ ■■■ ■■■ mnnnunnnunn u11nn1nmm�ul■la nnnnnnnnml ul■nmmulnnnll 1 'nlnnnnnnnnmo nlnnmm�■nn■m nnn■lnumnm mmnnnnnrnun Im Ito 111111111111n11t111111 ■ 1111111IIIII111It11111111 I-I IItI111111r11111/IIII LEI IIIIII1111tIr1111111111 III ”' IIII fn . .iu �: ire. r > i o ������ ������ ������ 11/IIIII/11111111111/III IIrI1111r11111■11111111111 11—JI Illtl■11111r111111111 II■11111111111111111■111 I ISI ISI ISI I '11111111111111111111111 111■11111■11111■11111■III lllln■11111■1111111 � 111■IIIIIlI11111111IIr1 lrl I■I mr 1r mr a ui- ELEVATIONS 1I��II 1I��II L�=JJ I I 1 i1.mnu11lnn1u1uu11nunIlInunIIouuInolnunnnn1■n1m1inl11nl1i1u1-lI-I-nI.I-n1-n1-n-n.1_m1.nmI1n11n�1un11lnn11nu1n■11■n11■oI/nm11■11■n11/a:I.Nl_■nI/nIpu1n11m11�■1I1tln1/lnn111■111■n1r1unI1u11111nr1un11u11P1m1-m-1-1-�1�1_n/..n1.1_m1._/.u11.1l1m1nun1nln■1lm1inm11g11lm1nm1t1n11ll t�■1�I '■■ ll AS.';, : r1,;••:r�)�1 � • 1 '• ■ // I 1 mnnunn■mnuunul■mina!nn■nn■nnnnnnnnunnmlnmmnnnllnnnnnt1nn11nmunul/m■. I■I un / I I 111111■IIIII1111t1111111111111111111■11111111111■IIIII1111111111t1111111■11111111111111111■11111111111■11111■11111■11111■1111111111 111 ■,■ 111 / I I IIII I 11 11 11 11 11 11 11 11 1111I1111111t 111I1111111I1111111t 11111111111111111111 11 11 11 1 I . 1111111111111111 till tll111rl11r1 I I I I I I I I I I Irl IIr11111/ll ...•. .... ............ �,.�,.�. �,..�� ,. „��. I;IL� mull■annul�nmm�nnnnnnnnunrnnlntnl�nulnu■nnnnn■nn■nnnnnnnnnnnnun■nnnnnnn�;!; ��;� - - 1 ------------------------------------------ !L� ------ -------------- -- r_______ ____ _________ i.t ,� r.a ,a. •.:�. 711 ,.,r,. .a 1' �ltlm=THESE STANDAIM THE DESIGN SHALL COMPLY INITH WILDING NEW YORIK STATE 1)AWO WOOD FRAMED CONSTRUCTION MANUAL 2)AIM STANDARD FOR COLD-FORMED STEEL FRAMING PRESI M W FOR ONE-AND TWO FAMILY DWELLINGS(AIM-S230) .:jai lair �1• KEHL DESIGN ASSOCIATES Tu rm90entlol 6 wmma�ctlUxan mmNWe PO.Bat1675 phme:(6311433-5 louboldllewYot11971 Rd:mimmoptmFs rdi Av kI Uc• oAxAaaLIm,LLC RIDGE VENT These droWbngs and specifications k,dudtng the resented (1)1-% x it-V LVL RIDGE BEAM idethwin,�mno the property of KETand arrongments LL DESIGN 12 ASSOCIATES.U.C.No part thereof shodl be on (1)1-4'x 11-TA'LVL RIDGE BEA �12 with Y Work or project other than for whiied,disclosed to othars or used in ch / \ they have been prepared Without Written consent RIDGE VENT / (1)1-)4 x 93'LVL RIDGE BEAM 12 / \ GAF CAMELOT ROOF SHINGLES 12� INSTALLATION AS PER MANUFACTURES SPECS 1 / \ 12 GAF CAMELOT ROOF SHINGLES ICE&WATER SHIM 5.5 INSTALLATION AS PER MANUFACTURES SPECS NOT FOR R-49 INSULATION 2x4-16•ca p HANGERS 96'COX ROOF SHEATHING CONSTRUCTION 2x10-16'oc RAFTERS / \ 96•COX ROOF SHEATHING � 2x1°-18'ca RAFTERS USE UNLESS erYyf1 trYyf� fN]yrYJ / R-49 INSULATION y`4/ SAC§ \ ICE de WATER SHEILD CERTIFIED BY A 92 2x8-16•cc CEILING JOISTS JUC JOLMin v 2x8-16• -c QQ 8•FASCIA L �•LL PROFESSIONAL / BASEMENT COLNG9 \ ENGINEER • / AND WAUS I I 2x10-16"oc RAFTERS /BEDROOM BATH a BEDROOM •\ I I l�•COX ROOF SHEATHING 2x8 RAFTER LEDGER ' I 2x8-16 oc RAFTERS GAF CAMELOT ROOF SHINGLES I I // VA40 x 11-7/8'-1e'0e \\ I I !6"COX ROOF SHEATHING INSTALLATION AS PER MANUFACTURES SPECS OAK FLOOR \ CE k WATER SHETLD NOTES- 12 3/4'COX SUB FLOOR WORK W COX ROOF SHEATHING 6 r R-21 INSULATION 12 2x8-16"cc RAFTERS R-30 INSULATION �3 _ B'FASCIA 7,11560 x 14'FLOOR SYSTEM 16"oc TJ1560 x 14'FLOOR SYSTEM 16"oe R-49 INSULATION LIGHR-49 INSULATION VENTED SOFFIT(SEE DETAIL) W__ LEEERRTOCIRK OVALL" (4)lY x14•LVL FLUSH BEAM DOUBLE.2x6 PLATE HURRICANE BAASSEM�RE79LINGS AND(1)13'x 91.LVL FLUSH BEAM 2x8.16 0.WALL STUDS STRAPPING '-10)" 2'-9}• 1/2"CD X SHEATHING R-49 INSULATION 15"FELT MUDROOM ITK CHEN k-30 INSULATION •o DINING 18'#1 RED CEDAR PERFECTIONS(8•EXP) _ .I 1 X140 x le-16'a 24 PLATE 1-1/8•FlBERSTRONG RIM BOARD OAK FLOOR (AS PER MFG.SPECS.) R-21 INSULATION 3/4'COX 91B FLOOR R-21 INSULATION 2x6 ACO SILLS V.I.F.FlNISH FLOOR 11.0'- 8"PC FOUNDATION WITH - I85 VERTICAL REBAR O 4'-0"OC. WI40 x 14'FLOOR SYSTEM 16'oc. WI40 x 14•FLOOR SYSTEM 18'oc (2)1'X74'BOX BM. TOP OF FOUNDATION 8.46' AND d5 HORIZONTAL REBAR AS NOTED ON FOUNDATION DETAIL R-30 INSULATION r1l 12 x 30 STEEL BEAM ft-30 INSULATION we�as st¢L se.GRADE/BOTTOMOF D EIEYATIR 8.58' DAMP PROOFlNG R-30 I CATION CRAWLSP •1uee�STEEL BOX CRAWL SPACE r _ LAB BOTTOM OF STAB 8.58' 'x18"ANCHOR BOLTS MAX.8'-0'oc I 2'PC SLAB 4'-0'x 6'-e•x 1'-6' GRADE(VERIFY PRIOR TO CONSTRUCTION) M. 2x4 KEY WAY :� (V.I. BOTTOM OF FOOTING 5.58' 24'x 12"CONCRETE FOOTIN 4"x 12'CONCRETE FOOTING n WITH(4L.W.85 REBAR WITH(4)85 REBAR L.W. ' W. 4'-0'x -0'x 1'-0' SPACED EQUALLY.AND#5 SPACED EQUALLY,AND#5 CONG FTG W11H 85 REBAR REBAR 24"0G S.W. REBAR 24'OC.S.W. e'OG EACH WAY(TIP.) MIN 3'-0'BELOWFlNAL GRADE 24'x 12"CONCRETE FOOTING WITH(4)#5 REBAR W. 24'x 12"CONCRETE FOOTING SPACED EQUALLY,AND 85 WITH(4)pp5 REBAR LW. REBAR 2eOC.S.W. SPACED EW ALL__ �,, -e §REBAR 24•,, S.W4''-°.r. M&R MIN 3�0"E]=LOYFlNAL,GR�ADE T .) ::•^ ��3 [ PROPERTIES t$i iia F E P 2 2'023 LAKESIDE DRIVE SOUTHOLD,NY 11971 SCTM#1000-90-03-04 CROSS SECTION SCALE:}'=r-0• 3 0 I ®COF'Yn m W IETL DIM MUM 110.AIL FLOOR PUNS N FIEYATM ARE PROTECT®ORDER SIM COPtTdE ur.RNIS MAY ROT BE NDIOIR CROSS SECTION IRRIFN AUIIIQRAM ALL BANS Al MM AE OE SOLE PROPERTY OF EL DIM MCATE5,110.11E WiT 10 IABD OLY X MW FROM DIN PUNS 6 U00 D I141f1Y TO 11E I1111R,WIN titlflETi PROOF OF PIAIQIASE ; Aomptalm Of 61110 d Mbp da3 not alBadm the rOt to bold sRhmt the w abatim OI®mRIIESf ff THE SISM AND ASE If F16FRIY OF iff of load g vm*gmdle,PICA Go SIM CauAy Dept,of NaiOl Sff ta:1,Tam Bdd1g IIIAAt��3M RTMMO8 EL BE DRpubnmtA DEG FFllA ate W*d ,coxiii m*and Millimxillts lb mch `� tE1D DRom FM FEiD�s agndes plkr b wahlMial `� lace DE D IY1xT a affW4 Tear ODlleDSim 111301 DESIGN CRITEIRIA AS PER IMF 2 RESIDENTIAL ODD OF O Y tt� AS WL R301.1 APPLICATION BUILDINGS AND STRUCTURES,AND PAR ERE 9)�O.L j fr'3, 29 2018 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS INCJIDING D ROOF LOADS FLOOD LOADS SNOW LOADS.YARD LOADS D SEISM S� I I` •Y;�'ta7 PRESCRIBED BY THIS CODE THE CONSTRICTION OF THE BUILDRDEyG�SCnTWT IN ACCORDANCE A COMPLETE LOA PROVISIONS HAT ATH T S COD SHALL THATPRMEETS THE REQUIREIA TRANSFER OF LOADS FROM THEIR PONT OF ORIGIN THROUGII THE I _ N;e •K ELEMEN79 TO THE FOUNDATION.BUILDINGS AND STRUCIU max:�° FC BY. 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'eROOM 11301.1.1 ALTERNATE PROVISIONSAS AN TO THE \`( TION R301.1 THE STANDARDS AREATIVE PERMITTED SUBJECT TO U TS IN STAMONS OF THE THIS C°LL0.OD1E AN "i I'ES9 A301 THE UMITA71ONS HEREIN.WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION M TH THESE STANDARDS,THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE 1)AWC WOOD FRAMED CONSTRUCTION MANUAL(WFCM) 2 AISI STANDARD FOR COLD-FORMED STEEL FRAMING-PRESCRIPTIVE METHOD O Rl7VsD10(HNeASWQA'IIS,ac FOR ONE-AND TWO FAMILY DWELLINGS(AIS-5230) 3)ICC STANDARDS ON THE DESIGN D CONSTRUCTION OF LOO STRUCTURES(IOC400) KEHL DESIGN ASSOCIATES lu ,•dale—a canmd Ide.I.•—.ftq 1`03MI675 phone 16311433.1 S1xMIdd,N9wYGt 11971 PMd Sbra@DptT" xW ,vsxioinu.c•n �ue UUL;UMt RIDGE VENT Thw drowinga and peclRcutims Including the 2x8 RIDGE BEAM Idea4 deoign and arwngemente represented 12 therein,are the Property of KEHL DESIGN 12 ASSOCIATES LLC,No pat thereof shell be cdisclosed to others or usod In corneallon oplaelY work w project other than for which (1)1-4;"x 11-74'LVL RIDGE BEAM they haw been pmpwed wkhmt written consent RIDGE VENT (1)1-4<'x 9)•LVL RIDGE BEAM , 18'#1 RED CEDAR SHINGLE ROOF 121 12 413'COX ROOF SHEATHIN 18'Q1 RED CEDAR SHINGLE ROOF F I 12 I GAF CAMELOT ROOF SHINGLES NOT FOR 4I"COX ROOF SHEATHING 2x4-18'oc INSTALLATION AS PER MANUFACTURES SPECS HANGERS I SII'CDX ROOF SHEATHING CONSTRUCTION 2x8-16•oc RAFTER ICE&WATER SHEILD � STRONG BACK 2x10-18'oc RAFTER R-49 INSULATION STRON ICE E BACK 2x1D-18•ac RAFTERSUSE UNLESS TIM ICE&WATER SHEILDCERTIFIED BY A &WATER SHEILD 8'FASCIA R-49 INSULATION B"FASCIA 2x8-1 �- PROFESSIONAL 12'VENTED SOFFIT(SEE DETAIL) WINDOWS TO BE SET AT 7-5 WINDOWS TO BE SET AT 7-S' ENGINEER I HURRICANE STRAPPING MASTER BATH SITTING LOFT MASTER BEDROOM 3' R-21 INSULATION 2x8 RAFTER LEDGER -2' a -o � '1 2x8-16'oc RAFTERS WI40 x 11-7/8' CDX ROOF SHEATHING -16'a N•I WI40 x 11-7/8'-18'ee IY 4I" 'n T. CE&WATER SHEILD OAK FLOOR4OAK FLOOR 1WORK NOTES' 3/4'Cox SUB FLOOR R-30 INSULATION 3/4'WX SUB BOOR - T3 R-19 INSULATION -4 8'FASCIA TJ1560 X14' FLOOR J STEM 18'oc. R-49 LATH R-49 INSULATION �—8'FASCIA R-30 INSULATION 12'VENTED SOFFIT(SEE DETAIL) (ROCKWOOL INSULATION) URRICANE DOUBLE 2.6 PLATE H 2x6-16'oc WALL STUDS STRAPPING (3)1J'x 11a'I.M.GIRDER 1/2'COX SHEATHING DORMER DETAIL 2 16•FELT R-19 INSULATION 96 GREAT ROOM ro 18'B7 RED CEDAR PERFECTIONS(B'EXP) _ }'x8'AZEK BEADED WAINSCOTING •I W40 x 14'-16'oe I PACK OUT&WRAP GIRDER AND FALSE GIRDER 2x6 PLATE FOYER OAK FLOOR 6x8 POST PACED OUT AND WRAPPED w/4S TRIM 1-1/8'FlBERSTRONG RIM BOARD 3 4'cox sue FLOOR (AS PER MFG.SPECS) / }'K 6'TRE%DECKING V.I.F.FlNISH FLOOR 11.D' 4"PC.SLAB W/8X6 WWM. 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A (4)195 REBAR L.W. 24'x 12"CONCRETE FOOTING M&R MIN 3'-0'BELOW FINAL GRADE SPACED EQUALLY,AND/B PATH(4)/5 REBAR LW. REBAR 24"De.S.W. SPACED-C-QUAktY-AN MIN 3'-0"BELOW FINAL GRADE -:r REBAR 24.00 S. .. t� T y MIN 41,0' ELOW flNAI;GI�4 Z1=' 1:, $� ° `-1 f3' PROPERTIES - - 3 r;. ii 1 �'•. �S �„ LAKESIDE DRIVE ( 223 9 SOUTHOLD,NY 11971 I ! SCTM#1000-90-03-04 CROSS SECTION SCALE: =1'-0• O ©C�11ddiT'20r?IOII DE9dl ASSOgA1ES"l1G,ALL ROOK RM AND MAT ARE R�01&'I�itA MMUL-CO WO tAk a MAY ROT BE RERi000(m WW CROSS SECTION 11IM N)1111111010R,ALL RN AND DMIG AM DE ME PRWIM OF ID1L DW ASMATE5,111.11E RIGHT 10 IRD OILY X SIRUCRRE FROM HESE PM R 111110 MOW TO 7W RRER,NRI MM PROW W RytgIASE AseptmoNofMeadrldgDdmanot aDatmMaTl�lfaTADmf13wO1DlatmtlalU7 ii, m of `fib IWs nso�wC 1IF's311�ID 1Ri TBEP�9iRff TIE W glmtN ogm teA all as 9Mkm(y DWE of Health Soft Tao ID G11 MI�DII I ff m ua 10TWL7�NULLvarN AL =D tl FOK ft Vefh3 all tao3Oaa olden end Rgilmmb IM CA .` i 111111911116TD LM FM a' 111 Ipd 071m NR R301.1 APPLICATION BUILDINGS AND STRUCTURES,AND P EOF SH BE "�' 7".',��� 29 2018 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS,INCLUDING D LOAD I 1 �I NI Oe ROOF LOADS,FLOOD LOINS SNOW LOADS,WIND LOADS AND SEI ti � PRESCRIBED BY THIS CODE THE CONSTRUCTION OF THE BUILDINGS r^� IN ACCORDANCE WITIN THE PROVISIONS OF THIS CODE SHALL THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUI BDK TRANSFER OF LOADS FROM THEIR PONT OF ORIGIN THROUGH A �_ ` ELEMENTS TO THE FOUNDATION.BUILDINGS AND SIR UCTUR STRU 4 t� PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH REQUIINS No R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATWE TO THE REQUIREMENNTS M SECTION R301.1 THE FOLLO A302 THE STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN.WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS,THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE 1)AWC WOOD FRAMED CONSTRUCTION MANUAL(WFCM) 2 AISN STANDARD FOR COLD-FORMED STEEL FRAMING-PRESCRIPTIVE METHOD O�ryDE9GN•ASSOQAlffi,uc FOR ONE-AND TWO FAMILY DWELLINGS(AISI-5230) 3)ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(100400) s � � Jaw Impkm DESIGN ASSOCIATES, ui 6 163110-1 SaNh wwyoIt 11971 EMd s$116516ap 01M x I weep =e DAxA, ac RIDGE VENT These drasings and epecl8eatimn YKkldtrlg the (1)1-3i x 11-TA'LVL RIDGE BEAM Idem,dasigl and wrm wrote npr-m ted 12 12 tharain,"the property of I E L DESIGN 12 I ASSDCIATES.LLC.No part Uhsnot shall be 12 copied,dkdoaed to other or used h eonmaUml (1)1-3i x 11-iA'LVL RIDGE BEAM No 47th my Wmk or pro!n other than for 4tc1 they haw hero prepard aithaut s4Rten omemt RIDGE VENT RIDGE VENT (1)1--Y4 x Sir LVL RIDGE BEAM (1)1-3i x 93'LVL RIDGE BEAM 12 /18-d1 RED CEDAR SHINGLE ROOF 12� NOT FOR CDX ROOF SHEATHING 1 GAF CAMELOT ROOF SHINGLES INSTALLATION AS PER MANUFACTURES SPECS R-30 INSULATION HANGERS 4A'COX ROOF SHEATHING CONSTRUCTION 2x8-16•oc RAFTERS 2x10-16'oc RAFTERS R 49 20 2xG 2x4 ICE&WATER SHEI A ICE STRONG BACK ICE&WATER SHIELD INSULATION STRON B CK \ &WATER RAFTERS USE UNLESS 2x -16* 2x8-16'oo CEILING JOISTS S� Sa2 2x6-16•as 9219011 CERTIFIED BY A 8'FASCIA R-49 INSULATION B'FASCIA PROFESSIONAL 12'VENTED SOFFIT(SEE DETAIL) WNDOWS TO BE SET AT 7-5 WNDOWS TO BE SET AT 7-5' I \ .� I I ENGINEER BEDROOM B 0 WI CLOSET MASTER BATH HURRICANE STRAPPING R-21 INSULATION I 1 \ 2.8 RAFTER LEDGER 2x8 RAFTER LEDGER I I I \ i. _T I I 2x8-16'oc RAFTERS W40 x 11-7/8'-16'oa n.1 2x8-16'oo RAFTERS I( // V440 x 11-7/6'-16'oc \ COX ROOF OAK FLOOR4A°CDX ROOF SHEATHING OAK FLOOR ICE&WATER SHEI SHEATHING LD-� 3/4'COX SUB FLOOR GAF CAMELOT ROOF SHINGLES R-30 INSULATION 3/4'COX SUB BOOR GAF CAMELOT ROOF SHINGLES �N INSTALLATION AS PER INSTALLATION AS PER MANUFACTURES SPECS MANUFACTURES SPECS R-21 INSULATION 13 8'FASCIA TJI510 X14'FLOOR SYSTEM 12'oc NM 8'FASCIA R-49 INSULATION R-49 INSULATION 8-30 INSULATION HURRICANE STRAP �•12'VENTED SOFFIT(SEE DETAIL) PING x 119'LVL GIRDER - ° (ROCKWOOL INSULATION) DOUBLE 2x6 PLATE 15'-1 0' 2x6-16'oc WALL STUDS 1/2•COXSHEATHING 2xB-16'oc CEIUNG JOISTS 15'FELT R-21 INSULATION GREAT ROOM DORMER DETAIL 2 18'g1 REO CEDAR PERFECTIONS(6'EXP) 9'x6'AZEK BEADED WAINSCOTING W40 x 14'-16'oe PACK OUT&WRAP GIRDER AND FALSE GIRDER 2x6 PLATEMEDIA ROOM OAK FLOOR 6x6 POST PACED CUT AND WRAPPED w/44 AZEK TRIM 3/4'COX SUB FLOOR FLASHING 3:•X 6•TRIX DECKING VJ.F.FINISH FLOOR 11.0' 1-1/8'FIBERSTRONG RIM BOARD (AS PER MFG.SPECS.) TJ1560 X14'FLOOR SYSTEM 12'oe. TJ1560 X14'FLOOR SYSTEM 12'oa. 10 ACO FLOOR JOISTS i6'oc. 2X10 ACO BOX BEAM WRAPPED WITH AZEK TOP OF FOUNDATION 9.46' (2)2x6 CCA SILL MADE/BOTTOM OF GIRDER d5B' TERMITE SHIELD-SILL SEAL R-30 INSULATION _ \ACO 2x6 PLATE (2)11j'x 14•LVL BOX BEAN (4)2X12 ACO BOX BEAM PACKED OUT AND WRAPPED WTIi AZEK �' W12x30 STEEL BEAM FLOOD ELEVATION 8.0' I BASEMENT BOTTOM OF SLAB 6.56' GRADE(VERIFY PRIOR TO CONSTRUCTION) AE6' (VJ.FJ BOTTOM OF FOOTING 5.58' E�t � L li —_...- •--- - ya' M&R (=�B 2 2023 PROPERTIES f F. .-_.._. _-•_-. LAKESIDE DRIVE SOUTHOLD,NY 11971 6 - SCTM#1000-90-03-04 CROSS SECTIONA SCALE: =r o O Z ®CW=f W ML WO A$SOOATFS,LLC.ATI.RM RM AM UYAM NE `.J PFUMm LW FUMR UX"WS MAY MITBE MIT00UID WWCROSS SECTION IM MMML ALL PUNS APD DEM AE 11E SH PRWE8IY Cf ML DW MMYM LLC.THE KHT M BAD KY OE SIRIICNAE MIN HE BANS B Illi M DDIDMY TD TIE SM ADI IDTBN PW OF RRWIL4r Aowpt=d Bltee d6dgl dote not whrim Els#11 b bald IBM the wftbatb Ii ITETIE!{0618 tF TIE of bed W m*ap ift such as 91M Ctucd Dept of Hotlh S111bq Tom RNN eA� S' IFIIIIIIIIIIIIIII6ILHE Dtpa hlha tq DEC FF)IA dL Vedfy d cat dDD4 aodR ad lepianelm 10 each �t 10 a FIR MDFrL IE 6gelt�p1tr fo mn6lhelhL (� HV(ih®BLM w o Bowl o 83011 DESIGN CRITERIA AS PER THE 2020 RESIDEHIPY r q °0omsutIm 8301.1 CONSTRUCTED TION BUILDINGS AND STRUCTURES,AND PARTS 2018 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOAD S, i 111�-�•- i �+. I � ROOF LOADS,FLOOD LOADS.SNOW LOADS.WIND LOADS AND SE79Ac PRESCRIBED BY THIS CODE.111E OONSTRUC71ON OF THE BUILDINGS IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL f7EA1LT IN 'Hf THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REOUI _ (\ TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH LOAD-R ELEMENTS TO THE FOUNDATION.BUILDINGS AND STRUCTURES STRUCTED ` PRESCRIBED BY THIS CODE ARE DEFIED TO COMPLY WITH THE M �jl 5 I RB• THIS SECTION. 8301.1.1 ALTERNATE PROVISIONS RS A303 AS AN ALTERNATIVE TO THE f�OUIRElEN75 IN SECTION 8301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN.WHERE ENGNEERM DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS,THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE 1)AWC WOOD FRAMED CONSTRUCTION MANUAL(WFCI) 2)NSI STANDARD FOR CCO-FORMED STEEL FRAMING-PRESCRIPTIVE METHOD o%HII,DIiST6N•ASSOQATRI,ur FOR ONE-AND TWO FAMILY DWELLINGS(NSI-S230) 3)ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOO STRUCTURES(IOC400)