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Home My WebLink About1000-104.-5-3.3 RECEIVE® Town of Southold ESouthold 0 8 2023 LWRP CONSISTENCY ASSESSMENT FORM Town A. INSTRUCTIONS Planning Board 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt -minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listiniz both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1000 -104 -05-3.3 PROJECT NAME 6370 skunk lane 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: Wet a ft two car accessory garage and proposed 2,465 sq ft gravel driveway.The existing building of 883 sq ft will be demolished,and the newly proposed ground floor will be 800 sq ft with a proposed second floor that is 1,175 sq ft.Total square footage of the new two story dwelling will be 2,975 sq ft.This project also includes a wrap-around ground floo oposed 62 sq ft built-in planter to run adjacent to the northside ground floor terrace.This project will include the installation of an innovative alternative wastewater treatment system that will prevent nitrogen and other harmful substances from leaching into the wetlands in addition to the creation of a non-turf barrier 15ft upland of the wetlands com implementing 8"dia x 2'deep dry wells with gutter leaders for roof run off.The site will retain and establish new native vegetation to provide added soil stabilization and filtering capacity; and as depicted on the site plan prepared by Isaac Clay Coffey R.A.,received on June 14,2021,and stamped approved on June 16,2021. Location of action: 6370 skunk lane cutchogue ny Site acreage: .564 Present land use: Single family residence Present zoning classification: R-40 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: Margot Coffey (b) Mailing address: 430 Main Street 2nd fl Greenport ny (c) Telephone number: 646-275-2447 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No 0 If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. 17Yes ❑ No ❑ Not Applicable This one and twe story home aims to enhanee the stable residential areas this property lies within by repineing the deteiieratingetisting strueture and while also preserving the environmentally sensitive wetlands by adding in additional native vegetation within thestasuanding ar ca.The sh UOLUC is designed ssith the Me's gaildelines in mind and is sluffirn in constinctiun to the Who %ictland piulici ties in the area.This includes an innovative alternative waste water treatment system that will prevent nitrogen and other harmful substances from leeching into the wetlands.A non-turf barriere 10 ft upland of the wetlands will be created and composed of native vegetation to further protect and preserve the wetlands on this site. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑✓ Yes ❑ No ❑ Not Applicable This two story single family residence will be cited as far away as possible given the property lines from wetlands per trustee recommendations. This will greatly minimize any impact on the property and preserve traditional uses that define the maritime character of the area by maintaining appropriate scale and intensity of use. 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 This proposed single family residence conforms to other traditional wetland structures in the hamlet it also will be relaxing a deteriorating structure in the process and in doing so improving and complying with visual quality Associated with the area. It will be preserving existing natural vegetation by keeping areas near the wetlands undisturbed. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages S through 16 for evaluation criteria ✓❑ Yes ❑ No ❑ Not Applicable The natural vegetation of the wetlands on this property will not be disrupted nor are they in danger of being destroyed on the site.Per Trustee recommendations and approval,the Proposed structure is located as far back as possible on property lines to lessen impact on the west lands. Additionally a proposed non-turf barrier exonerated 10 ft upland of existing flagged wetlands will be composed of native vegetation to further protect and preserve the wetlands on this site. In addition an innovative alternative west water treatment systems will be integrated into this home to prevent nitrogen and or ther harmful substances from leeching into the wetlands. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ✓❑ Yes ❑ No ❑Not Applicable 8"dia x 2'deep drywells with gutter leaders or roof run off.The proposed structure will also retain and establish new vegetation to provide added soil stabilization and filtering capacity.In addition an innovative alternative waste water treatment system will be integrated into this home to prevent In addition an innovative alternative waste water treatment system will be integrated into this home to prevent nitrogen and other harm 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. ✓❑ Yes ❑No ❑ Not Applicable The new single family residence will not disturb any of the wetland areaes on the property or surrounding properties nor inipaet die n attz,a' mgetaion th at keeps diis area stabilized.This p--'ect a!sot,ends lightly MMing die frouse as fai back on piopei ty as possible from wetlands,per trustee recommendations.Additionally,a proposed non-turf barrier zone 1 oft upland of existing, wetlands will be composed of native vegetation to further protect and preserve the wetlands on this site. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑✓ Yes ❑No❑ Not Applicable The construction on this proper causes no adverse emissions in the air quality of the town,in addition,this project will remove existing inefficient oil furnace and the proposed new furnace will be 961%erficient with ow UO2 emissions. 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 ❑Not Applicable I'liere aree no toxic pollutants or hazardous su stancees associated with e construction oi this singe family residence. In addition,this project will remove the pre-existing brick cesspool on site. 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. ❑✓ Ye❑ No❑ Not Applicable o obstructions o the wetlands and tree si a coastal waters will a made. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑✓ Yes ❑ No ❑ Not Applicable is smg a ami y residence helps to limit the potential for adverse impacts associated with development by being located �:•� sitio vetlands its pessib4e on property to avoid impacting the natural wetland habitat that already thrives here.A proposed non-turf barrier 10 ft upland of the wetlands will be composed of native vegetation and will farther protect the wetlands. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑✓ Yes ❑ No❑ Not Applicable This proposed single family residence does not interfere with living marine population and habitat maintenance and restoration efforts. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria. 0 Yes ❑ No❑ Not Applicable The sit.of 1his single family esidenve does nut adveisely impact agricultural lands.it is located un pieviously developed land within an established residential hamlet. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑✓ Yes ❑ No❑ Not Applicable The site of the proposed single family residence will preserve existing soils and revegetate post construction around the new structure. PREPARED BY TITLE DATE - Generated by REScheck-Web Software DRAWING ISSUE DATE ISSUED FOR Compliance 1 GanxaOTwvxTmnTffs Certificate w Thermal Brea k Wntl w 5 cos m lit Metal Frame+!F e / 21 0.200 ,270 0 6 2 "rfr 0 N o•0.16 e S GC. 3 window 6 SHCC: 0..16 Casement Metal Frame w/Thermal Break 21 0.200 0.2]0 6 6 SHGC 4 P B _ Project 6370 Skunk Lane Window 7 Casement Metal Fame w/Thermal Break 1 zl D.zoD 0.270 a 6 SHGC 0.16 B t::=.+;f+.��'�"i:�lJ:rf:i•i F" TP' bA r W..Mow8Casement:M-IFame w/Thor IBneak Energy Code: 2020 NYShotih-201B IECC 21 0.200 O.Z]0 4 6 7 ��_%:.c�yf /:..^1,..:�f•f;./�:.:'•r ),� -.ip, c;'n'.%3�;�:.::�':: lncatbn: Cutch09ue,New York SHGC:0.16 B u Wrote,SirWrote,ll curtain wall:Metal Frame /Thermal �� ConsOuctlon Tyn91e-family Brea k 5 0.200 0.270 25 34 9 f.r r• d, RoleRType: New Construction SHGC 0.16 Conditioned Floor Area:3.151 ft2 Window 12 curtain wall Ca��Metal Fame w/ 10 •i!�;f.✓%;! .;�,y�yrv;""y,�] "-ti. 1{,�r, ��!i^ ,a yq+,'d5,�w#,:}a`Sf.'is�; Glazing Area 37% TAermalBreak 125 0200 0.270 25 30 � 'i'fr r,}✓GNin �.I '� N.i tF' •i.YY T' ''YI`"-1' men Cim SHGC:0.16 12 n '�)f.� „f,a _ )�•m J t> ,zf"' g.^Zr .y.;, it Date: Wind..Zone: 4(5572 XOD) Fri;�f'.- ^ ,ns�, 'l'.,�q4�Ira •1 j r� yr , '^M,v;;"', ` 9 Caset Metal Fame w/Thertnal8reak•;; .n "4p;"o3:r p' °;'�u,9"rl. ,. t r ;'�4-*,•'`•.�','"9-ti`I'��ar:M N.c'.rf mil. Pem,lt Permit Number. SHGC:0.16 a 01200 o.z]o a 6 DRAWING REVISIONS N' r, Y Window 10 Casement:Metal Fame w(Thertnal Ply! Break 21 0.200 0.270 a 6 NO. DATE REVISION hr f + `` ConstNction Sile: OWner/A9ent: De igner/COntraclvr. SHGC 0.16 1 9nW1K TIOB4m1@rr /44„ "r� *tt .�„„ 6370 Skunk Ln Todd Feuersoein Isaac Coffey >•.r„ �' yi!' Y Window 13 Rxed:Metal Fame w/Thermal Break .. ,�,y--.¢-. '� •t'„,;�i'=�_e,? `+, ,.,1'u "•Noel Cutclwgue,NY 11935 90 steNng greet Isaac-Rae SH(X:0.16 21 0.200 0.270 a 6 2 Otaam ms OEcnfl' s r ` Cutchogue,nY 11935 430 Hain street 3 mono¢ -.,•-.`_--%� 'Slvx'F�,,;;`�£ '• =r,"'J'' �;� 1 .�. Wudaw 14 fixed:Metal Fame w/Thermal Break 134727 609311934 SHGC:0.16 21 0.200 0.2]0 4 6 4 ClayCdisaac-ae.com Window 15 fixed:Metal Fame wl Thermal Break 21 0.200 0270 4 6 B SMGC:0.16 5 a r W,rdow 16 Oxed:Metal Fame w/Thermal Break SX :0.16 yt 21 02M D.270 4 6 ,✓y GC Floor Type A:AB-Wood JohVTn 5 1,800 23.0 0.0 0.041 0.033 74 59 B la.oxeawer7naneoda Hawm„mw.40 raxlrA.3w Wximum SXe'4.4o Yaar'1-o-al 9 r• tg' s 4 �;,,,�'»� aT°Pa`T •°' 1i4�,°"�"'°' wa Wall:So lid concrete or M-ry '�,_y,i.;r,g ,,�,eY -f ' h;; 1� ,,ga.•.' rp+',;;,,1'- ;�;.;T<r;�..F,y.-.;,°.p$.S^ siao-oo-eraae naarr 1t ld- d I d• Lu rc r atn m BEwn Earn siarromyade nr.a0' 1,800 21.0 6.0 0.0 0.042 56 5] 10 Depthgwgrade:3.0' 11 Iulae depth:4.0• mbN 12 The proposed building design d-ribed here is mnsi-t with Me Wodug plows,spedfications,and other ..44 YYyAC . talcalations submitted wrtn the pemil[apPlkadon.Thep,,MM building has been designed to meet the 2020 WSbexh-20181ECC ]HIS APPLICATION IS APPROVED ONLY MR WORK ^+`1 Envelope Assemblies ,e0uiremene�In REScheck vemon:REsnrecx-Web an tl toc Pty wrtn the mardato,y regmrements Dyed in the RESmcck lnspec6on ' . Checklist, ggGTFD ON INEAPPllOARON SPEORCAnON SHEET.ALL Name-Title ORIER MATTERS SHOWN ARE NOTTO BE RELIED UPON,OR Ca_ygnaWre Date NBE CONSIOEIEOAS EnHER BENGAPPROVm ORq A-mbly .1 Ft':. 7Ek'11.2.;4°','i'•_ ' '-T'.:tiu^.Ss:»u........ T Ceiling Type B(Balcony):Rat Ceiling or Scissor Tm 260 45.0 12.0 0.020 0.026 5 7 Ceiling Type A:Cathedral Ceiling 2.069 45.0 12.0 0.018 0.026 37 54 Wall Type A:Woad Fame,24'oc. 1,817 23.0 6.0 O.D39 D 045 44 51 Consultants Door Type A:Glass Door lover SM glaaing) SHGC:OAO 30 0.320 0.270 30 8 SKUNK LANE RESIDENCE Door Type B:G ass Doa love 50%glaring) 42 0.320 0.270 15 13 SHGC:0.40 Door Type:0.40 C G a.Door lover SM glazing) SNGC 52 0.320 0.270 17 la Window(Casement Matal Fame wl Thermal Break 21 0.320 0.270 7 6 SHGC:0.s0 Wlndow2Caeement:Mat 1Famew/The-18B ak 21 0.200 0.270 4 6 SHGC:0.16 ENERGY CODE STATEMENT OF COMPLIANCE Wrdaw 3 Casement Metal Famew/Thermal Break 22 0.200 0.270 4 6 TOTHEBESTOFMYKNOWLEDGE,BELIEVE AND PROFESSIONAL JUDGMENT THE PROPOSED BUILDING IS Architect: SHGC:0.16 IN COMPLIANCE WITH NYS 2020 ENERGY CODE.RESCHECK ENERGY ANALYSIS IS ALSO PROVIDED IN THIS Isaac-Rae Window 4 Casement.Metal Frame w/Thermal Break 21 0.2W 0.270 4 6 SUBMISSION 11575 Main Bayview Road SHGC:0.16 Southold NY 11971 Project Title:6370 Skunk Lane Report date: 0813023 E:CLAY@ISAAG-RAE.COM Project Title:6370 Skunk Lane Report date: 08/30123 Data filename: Page 2 DID) T:347-276-6093 Data filenarne: Page 1 of10 - Surveyor: Nathan Taft Corwin 1586 Main Rd,Jamesport,NY 11947 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION SITE PROTECTION PLAN: 1.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 INTERNATIONAL BUILDING CODE AND 1.EGRESS.AT ALL TIMES IN THE COURSE OF CONSTRUCTION PROVISION SHALL BE MADE FOR ADEQUATE Structural Engineer: WILL COMPLY WITH 2O20 NYS SUPPLIMENTAL REQUIREMENTS T'AND THE BEST TRADE PRACTICES. EGRESS AS REQUIRED BY NEW YORK STATE,SOUTHOLD TOWN AND SUFFOLK COUNTY Alex Spyrou 2 CONTRACTOR SHALL BE HELD TO HAVE VISITED AND EXAMINED THE PROJECT SITE BEFORE 2FIRE SAFETY.ALL NECESSARY LAWS AND CONTROLS,INCLUDING THOSE WITH RESPECT TO OCCUPIED AESEn ineerin SUBMITTING HIS PROPOSAL So AS TO FULLY UNDERSTAND ALL EXISTING CONDITIONS RELATING TO THIS DWELLINGS,AS WELL AS ADDITIONAL SAFETY MEASURES NECESSITATED BY THE CONSTRUCTION SHALL AppfeardofRecord: 9 9 WORK.THE NATURE AND SCOPE THEREOF AND THE FEATURES AND DIFFICULTIES THAT WILL AFFECT ITS BE STRICTLY OBSERVED. 630 Fifth Avenue,Suite 2000 EXECUTION.NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA AND/OR MATERIALS REQUIRED OR FOR &HEALTH REQUIREMENTS SPECIFICATION OF MEANS AND METHODS TO BE USED FOR CONTROL OF New York,New York DIFFICULTIES WHICH WOULD HAVE BEEN FORESEEN HAD THE REQUIRED INSPECTIONS BEEN MADE.THE DUST,DISPOSAL OF CONSTRUCTION DEBRIS,PEST CONTROL AND MAINTENANCE OF SANITARY I SAAC - RAE CONTRACTOR SHALL TAKE ALL NECESSARY MEASUREMENTS FOR HIS WORK AT THE SITE.VERIFY ALL FACILITIES,AND LIMITATION OF NOISE TO ACCEPTABLE LEVELS SHALL BE INCLUDED. CONDITIONS AND REPORT ANY DISCREPANCY IN DIMENSIONS OR EXISTING CONDITIONS TO THE 3.1.THERE SHALL BE INCLUDED A STATEMENT OF COMPLIANCE WITH APPLICABLE PROVISIONS OF LAW 11575 MAIN BAYVIEW RD SOUTHOLD 11971 ARCHITECT. RELATING TO LEAD AND ASBESTOS,AND SUCH STATEMENT SHALL DESCRIBE WITH PARTICULARITY WHAT 3.THE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL A KICK OFF MEETING HAS BEEN HELD AT THE MEANS AND METHODS ARE BEING UNDERTAKEN TO MEET SUCH COMPLIANCE. T.347-276-6093 E.Gay@lsaac-rae.com PROJECT SITE WITH THE OWNER AND ARCHITECT.THE 4.COMPUANCE WITH HOUSING STANDARDS.THE REQUIREMENTS OF THE NEW YORK CITY HOUSING PURPOSE OF THIS MEETING IS TO REVIEW THE PLANNED WORK AND TO ENSURE THAT THE WORK IS MAINTENANCE CODE,AND,WHERE APPLICABLE,THE NEW YORK STATE MULTIPLE DWELLING LAW SHALL DONE W ACCORDANCE WITH THE APPROVED PLANS. BE STRICTLY OBSERVED. -DE81GN5/DRAYNIGS/RE DET6XGS-OgER DLsaosORE55Er SHEET LIST 4.BEFORECOMMENCINGWORK,THECONTRACTORSHALLFILEALLREQUIREDCERTIFICATESOF &STRUCTURAL SAFETY.NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGER THE SITE OR FmERHmENARETaXroPDmoFLUAortAEu{aNOAREPRmEcm INSURANCE WITH THE DEPARTMENT OF BUILDINGS,OBTAIN ALL REQUIRED PERMITS,AND PAY ALL FEES CONTRACTED WORKERS UNDER TXEMQIITEONRILLWORIL9 LOPYRIGHT PROTW71011 AM-199a REQUIRED BY GOVERNING NEW YORK CITY AGENCIES. &NOISE RESTRICTIONS.WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICH INAIX29RND TRSOwraR Mffl YDUAGRWXm10REPRODI OR Sheet Number Sheet Name &THE CONTRACTOR SHALL NOT DEVIATE FROM THE APPROVED CONSTRUCTION OCCUMENTS.THE CONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED MONDAY-FRIDAY7AMTO5PMEXCEPT LrosRLTR,rNWROEORPARI,WRxOurTHEEuucRWRRtEX CONTRACTOR IS ADVISED THAT HIS WORK WILL BE STOPPED IF AT ANY POINT IT HAS BEEN DETERMINED FEDERAL HOLIDAYS PEItMI6SloN aFI54AORAEAN0f0IECRIRE T-000 COVER SHEET THAT THE WORK HAS ALTERED WITHOUT PRIOR WRrrrEN APPROVAL FROM THE ARCHITECT. 7.MAINTAINING ESSENTIAL SERVICES.WHERE HEAT,HOT WATER,COLD WATER,GAS,ELECTRICITY,OR &THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT,OBTAIN PERMITS AND ERECT TEMPORARY OTHER UTILITY SERVICES ARE PROVIDED IN SUCH BUILDING OR IN ANY DWELLING UNIT LOCATED T-001 GENERAL DETAILS&PLUMBING RISER DIAGRAMS CONSTRUCTION AS NECESSARY TO SAFEGUARD PERSONS AND PROPERTY.ALL MACHINERY,TOOLS, THEREIN,THE SITE ANC CONSTRUCTION PROTECTION PLAN SHALL SPECIFY THE MEANS AND METHODS Project SERVICE LINES AND CONDUITS SHALL BE GUARDED,SHIELDED OR BARRICADED TO PROVIDE SAFETY TO BE USED FOR MAINTAINING SUCH SERVICES DURING SUCH WORK IN ACCORDANCE WITH THE A-100 PROPOSED SITE PLAN AND TO PREVENT CONTACT WITH PUBLIC. REQUIREMENTS OF SOUTHOLD TOWN&SUFFOLK COUNTY.IF A DISRUPTION OF ANY SUCH SERVICE IS A-101 PROPOSED FOUNDATION PLAN 7.THE CONTRACTOR SHALL MAINTAIN STRUCTURAL INTEGRITY OF ADJOINING WALLS,GROUNDS AND ANTICIPATED DURING THE WORK THEN SUCH PLAN SHALL SPECIFY THE ANTICIPATED DURATION OF Skunk Lane Residence PROPERTY AND PROTECT THE SAME FROM INJURY SUCH DISRUPTION AND THE MEANS AND METHODS TO BE EMPLOYED TO MINIMIZE SUCH DISRUPTION, A-102 FIRST FLOOR PLAN S.CONTRACTOR SHALL DETERMINE LOCATION,PROTECT AND SAFEGUARD ALL UTILITIES ON AND INCLUDING THE PROVISION OF SUFFICIENT ALTERNATIVES FOR SUCH SERVICE DURING SUCH 6370 Skunk Ln,Cutchogue,NY 11935 A-103 SECOND FLOOR PLAN ADJACENTTOSITE. DISRUPTION. 9.THE CONTRACTOR SHALL REPAIR AT HIS OWN COST ALL EXISTING MATERIAL OR EQUIPMENT DAMAGED A-104 ROOF PLAN AS A RESULT OF CONSTRUCTION FOR THIS WORK Project No.: A-107 ACCESSORY STRUCTURES 10.CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOB SITE CLEAR OF TRASH AND DEBRIS AT ALL TIMES AND FOR THE REMOVAL OF ALL CONSTRUCTION DEBRIS FROM THE SITE PRIOR TO FINAL IR-02 A-200 PROJECT SOUTH ELEVATION COMPLETION. 11.MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT NECESSARY FOR PROPER CONSTRUCTION Seall Signature;A-201 PROJECT WEST ELEVATION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. A-202 PROJECT EAST ELEVATION 1_THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES. A-203 PROJECT NORTH ELEVATION 13.THE CONTRACTOR SHALL BE RESPONSIBLE FORTHE PROTECTION OF ALL CONDITIONS AND A-300 BUILDING SECTIONS MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS.THE A-301 BUILDING SECTIONS GONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR A-302 BUILDING SECTIONS DURING THE EXECUTION OF THE WORK 14.THE CONTRACTOR SHALL LAY OUT HIS OWN WORK,AND SHALL PROVIDE ALL DIMENSIONS REQUIRED A-400 ENLARGED KITCHEN PLAN FOR OTHER TRADES(SPRINKLER,MECHANICAL,PLUMBING,ELECTRICAL,ETC.). A-401 INTERIOR STAIR DETAILS 1&SPRINKLER,MECHANICAL,PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN- - A-402 INTERIOR ELEVATIONS OFFS. 16.THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,REPAIRING AS REQUIRED TO PERFORM ALL OF A-403 INTERIOR ELEVATIONS THE WORK INDICATED ON THE DRAWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE 1 1 A-500 WALL SECTIONS THE JOB. 17.ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY A-501 WALL SECTIONS CAPPED OR PLUGGED. A-505 EXTERIOR WINDOW&DOOR SCHEDULE 18.THE CONTRACTOR SHALL GUARANTEE THE WORK FOR A MINIMUM OF ONE(l)YEAR FROM THE DATE I! OF ACCEPTANCE BY THE OWNER AGANSTALL DEFECTS IN ZI MATERIAL AND/OR WORKMANSHIP.THE IS GUARANTEE SHALL BE SUBMITTED IN WRITING BY THE ]/Yr� J CONTRACTOR TO THE OWNER. OCT _ 6 202� 'i�✓ 19.THE CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE HIGHEST DEGREE OF v Data; Scale: SKILL,QUALITY AND COMPLETENESS. ° 20.THE CONTRACTOR,UPON COMPLETION OF THE WORK,SHALL ARRANGE FOR DEPARTMENT OF BUILDINGS INSPECTIONS AND SIONOFFS AS REQUIRED, i Drawing Title: 21.NO WORK SHALL BE DONE,EXCEPT BETWEEN THE HOURS OF 900 A.M.AND 500 P.M.MONDAY COVER SHEET Q THROUGH FRIDAYS.EXCEPT AS OTHERWISE AGREED TO,NO WORK SHALL BE DONE ON SATURDAYS. '- --' SUNDAYS AND HOLIDAYS,AND NO WORK THAT CAN PRODUCE UNUSUAL NOISES THAT MIGHT BE DISTURBING TO BUILDING OCCUPANTS SHALL BE DONE BEFORE 1000 A.M. V 22 THE CONTRACTOR AND ALL SUB-CONTRACTORS AGREE TO ABIDE BY ALL REGULATIONS AS i� OUTUNED IN THE ALTERATION AGREEMENT ' -------»- Drawing No.: <'1 23'THE USE OF POWER TOOOLS SUCH AS PNEUMATIC JACKHAMMERS SHALL BE PROHIBITED N PROPOSED WORK SHALL NOT ALTER OR RELOCATE THE MAIN PLUMBING,HEATING AND INTERCOM T-000 NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 2 3 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 5 6 7 USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT&GOOD CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY y 10 11 12 KING STUD DRAWING REVISIONS NO. DATE REVISION EN IN RAFTER WALLSTUD 1 CRIPPLE STUD BOTTOM PLATE 2 RIDGE LEDGER BATHTUB 3 HEADER DOUBLE JOIST 4 SIDEWAU 5 RAFTER 6 JACK STUDS 7 FLOG USP NUMB ESCRIPTCN APPUCATION 6 BATH/SPATUBSTO FWVEADOUBLEFLOORJ ERFOR 9 1ST. ADSS HOLD DOR CONNECT 0 7 SIDE OF ALL CORNERS ADDED SUPPORT EACH WALL RUNNING P WITH 10 ANCHOR TO FOUNDATION W/ANCHOR BOLTS SUPPORT .1 FALL CORNERSO LOCATION USPNUMB DESCRIPTION APP CATION LOCAT10 USPNUMB DESCRIPTION APPUCATION IST NOT DIRECTLY UNDER PARALLEL 11 2N0. ADSS HOLD-1 TIT E✓ffRtlOORAND TOP RAFTER SI SP NU DESCRIPTION APPUCATION IST DIRECTION WITH 2 JOISTS.UNDER WALL ANCHOR THREADBDH ALL OPENIN S LSTA72 1-1/4'z1T 20gA.STRAP APPL TO EAC JACK STU ROOF LSTA24 1-1/4'z24'20g&STRAP APPLY OVER RIDGE TO EACH TER 2z6.2z8 LS28 16ga.SLOPEHANG PLYTOEACHF ER/LEDG R PROVIDE () 1.2 ROD. ALLOPENIN SI I3UHM 7YDOWNANCHOR APPLYTOEACHCHIPPLES D 2%10 LS270 18ga.SLOPE HANG PLY TO EACH RAFTER LEDG R BLOCKING@2VOC THISAPPLI ON M APPROVED ONLY MR WORK UNDIMTED N ME APPU ON SPEaR=ON WALL STUD- OTHER MA OTTERS SHOWN ARE NOT TO 6E RELIED UPPON,OR THROUGH-ROOF EXHAUST TO BE CONSIDEREDAS OTHER BEINGAPPROVED OR M /^\ VEMSSELECTED AND METAL STRAP \ LOCATED BV CONTRACTOR CRICKETATTOPSIDEOF - \ VENnLAMONCRANNEL RIM BOARD CHIMNEY RAFTER AS REQUIRED SILL PLATE(S) WALLSHEATHING RAFTERS MAINTAIN SIDEWALL FLASHING VENTILATION WOODJOIST FOUNDATIONTAppIN pC/✓F�LTOi'JALt - _ TOPPLA BLOCKING STUDS - - - FINISH WALL AND MOISTURE ATTIC SHALL BE PROVIDED 2z4 LEDGER BLOCKING BARRIER TO LAP FLASHING WITH 2z4 SOFFIT JOIST @ A D ALL WINDOWIDOOR OPENING JACK STUDS ATWALL-MAINTAIN GAP A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING A* TIN PNUM DESCRIPTION APPUCATIO ROOFING TOAVOID SOAKIN WALLSTUD NOT LESS THAN 11150 OF THE AREA OF GUTTER INSTALL 4WD. THE SPACE VENTILATED.ALL OPENINGS IN GIRD 4'-8' LSTA24 1-1/4_4' 20g&STRAP AND JACK STU SHALL BE COVERED WITH CORROSION- NnN. VENI RESISTANT METAL MESH WITH MESH CONTIN.SOFFIT/EXT.PLYWOO ONALL OPTIN S PROVIDE HEMMED EDGE AT OPENINGS OF I/41NCH IN DIMENSION. FLASH AS ING TOMAINCHANN SOFFITED EAVE PROVIDE BLOCKING BETWEEN JOISTS THAT ARE INST L7__ ANSHINGT FORM RAVINE LOCATION USP NUMB DESCRIPTON APPLICATIO 8'-14' LSTA30 1-1/4'L10'18ga.STRAP AND JACK STUE 3 ON ALL OPEMN S ACTIONPREVENT CAPILLAR 4'-6'RAFTER RT10 103�a'z 18ge.TYDOWN ANCHO EACHERAFT R AND App6cwt of Rewrct INSTALL 4'0'O. / CONNEGTT ROOF VENTILATION/ OVER BEARING WALLS AND HEADERS ISAAC - RAE 14'-16' LSTA36 1-1/4'YJ6'18ga.STRAP AND JACK STU 6'-1T RAFTER RT2O 21-1/6'z20g&TYDOWN ANCHO EACHR R SOFFlTED EAVE DETAIL ON ALL OPENIN S KEEPROOFING NAILSOUT 2ND.FL R WALLLjLL=[ Ljj � OF FLASHING 11575 MAIN BAYVIEW ROAD ROOFING F FLASHING GdMCHAE3E Contact; IN B lay Coney R.A. NYS LIC#039767 \ BASE FLASHING WRAPS ESAT , RAFTER NEOPRENE EXTENDS UNDER SHINGLES AT GASKET T.347-276-6093 E.day@isaac-rae.com SIDES"INCHES AND LAPS SHINGLES AT BASE MIN.4INCHES ROOFJACK WOODJOIST APPING BE ATTA TOW TOP PLATE SIDE WALL FIASHMG _ GIRDERMEADER 1ST.FLOORWALL @4S'OC METAL FLASHING AT ALL EAVES,SIDEWALLS, ROOFING AT WOOD JOIST AND ALL W INDOWIDOOR OPENING JACK STUDS AS TO FORM DRAINAGE CHANNELS AND SIDES AND TOP FLOOR JOIST DEP PNUM D RIPTION APPLICATION RAMS-PROVIDE HEMMED EDGES SO WALL STUD INSTALL40'O. PREVENT CAPILLARY ACTION 4'-B' LSTA36 1-1l4Yi6'1Bga STRAP AND JACKSTU LOCATION USPNUMB DESCRIPTION APPUCATION AL�LpJpOgIRSTTESpCONNECTED TOAFLUSH HEADER TO BE ON ALLOPENIN VI CONNECT EACH ROOFING AT BOTTOM gVhdnLE,SET FUR JOISTS E PROPER STEEL CONNECTOR. INSTALL4D'I HAFTER/PlA E RT15 TYDOWNANCHOR RAFTER TO PLATE LV DERS &'-16' LISTA48 1-1/4"MT 16g&STRAP ANDJACKSTU CONNECT OVER TO ALLOW FOR SHRINKAGE.&REDUCE BUMP OUTS ONALLOPENIN S PLATEJWA SPTH4 STUD PLATE ANCH PLATES TO EACH ST D ROOF JACKS&VENTSDETAIL DBL SILL PLATE Project: TERMITESHIELD SILL GASKET • WING.SLAB TYP.GONG.FOUNDATION CONC.SLAB 6)(610110 WWM Skunk Lane Residence D. ONG. EXTERIOR (A` 6 MIL POLY - ' COMPACT FILL 6370 Skunk Ln,CutChogue,NY 11935 6MIL POLY ON EXTERIOR V - GRANULAR FILL E V )'A A P.T.PLATE V' Project No.: A 1/ZAIRS ACE IR-02 ,e• V y L T' _ ' ,•0 L,A • v ATENDAND DES OF WOOD GRADE • -G KEYWAY FOOTING V ' " • 4- A • •' BEAMS NOT BEAM FO MUDSILL IF REQUIRED 12- Seat/Signanlre: e• •� An 6%6 W.W.M. a • a • O �•� USE WITH 12 SQUARE WASHERS - MIN. a re�A • A'A A'" A• ANCHOR BOLT CONNECTION (USPLBPS56ORBPS63) y• \MA)aMUM a REINFORCING BAR a REINFORCING BAR NOTCH EQUALS 114 DEPTH OF BEAM DRAIN �P •A • REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATIO &W DIAL ANCHOR BOL DRAINTILE a SUPPORTIN MAXIMUMSPACING SHEET METAL/300 FELT UNDER BEAM AT POINT TYPICAL CONC.MONOLITHIC FONNDATION.REINFORCE WITH(2)94 THICKEN SLABS BENEATH BEARING WALLS SILL PLATE TO FOUNDATION OF CONTACT WITH CONCRETE OR CONC.BLOCK REINFORCING ARMNFORGE FOOTING WITH(2)#4 CRAWL SPACE OR FOUNDATION ISTORY 72'OC 4 3. BARS CaWaffaCING SILL PLATE TO FOUNDATION v SHIMS TO LEVEL BEAM WHERE EEDED fU-ONRASnTROUCIUPAL BIfi�ACSINO RS 6�S' AWI SPACE OR FOUNDATION) 2STORIES 36.00 3-MINIMUM BEARING SURFACE FOR WOOD BEAM WALL BOTTOM PLATE TO FOUNDATIO 1-2STORIES 6T 00 SIASON-G DE BEAM POCKET r1 GENERAL DETAILS1 JIIt Date: Scale: Dmwlrg TMe: Q I O C T - 6 2023 DIAGRAM DETAILS&PLUMBING RISER a i Dmwirg No.: T-001 N DRAWING ISSUE ° NO. DATE ISSUED FOR 1 ,maxim sam,anroamrnRrsrrFs GENERAL NOTES : 2 PI 4N(:rTNTFNTR• a _WMEIM-SCREDULE 4 CONSTRUCTION NOTES: WIND FRAMING NOTES RODE FRAMING: OCCUPANCY CLASSIFICATION R-00 RESIDENTIAL 5 BUILDING USE nNC1E FM11LY RESIDLNfIAL DtLRllING 6 Intent The information eitthtn this set ofconstructionashedocuments a related to basic design 1). /4"x 20 gauge ASSEMBLY: NAIL NAIL 7 JOINT DESCR�HON NOTES RFVg71pHB intent and framing details.They are intended as a construction aid,not a substitute 1-1/4'x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. CITY. SPACING BUILDING HEIGHTB for generally accepted good building practice and compliance with current New York When a collar tie Is used in leu of a ridge strap,the number of I Od common nails required RAFTER To a-WALL:3-ad COMMON EACH B State building codes.The General Contractor is construction for providing standard in each end of the collar fie need not exceed the tabulated number of Bd nails in the strap. TOP PLATE fir WALL'4-Bd COMMON RAFTER TOE"Naa TOTAL SQ.Fr.OF CONSTRUCTION (SEE PL" io consction details and procedures to ensure a professionally finished,structurallyly sound and a weatherproof completed product. 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST a'WALL:38d COMMON EACH TOE-NAIL Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE fir WALL:4ad COMMON JOIST DESIGN CRITERIA SUPPLEMENT: 12 2).The General Contractor is responsible for ensuring that all work and construction accordance to table 3.3.When a rafter or truss do not fall In One with studs below,rafters CEILING JOIST TD AS PER TABLE 3.7 EACH FACE DRAWING REVISIONS meets current federal,state,county and local codes,ordinances and regulations,etc. or trusses shag be attached to the wall top plate and the wall top plate shall be attached to PARALLEL RAFTER WFCM-sec LAP NAIL FRAMING ELEMENTS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES These codes are to be considered as part of the specifications for this Wilding and the to the wag stud with uplift connections.Roofs ovel'ha Ifilg the rake Side Of the building CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE NO. DATE REVISION should be adhered to even it in variance with the plan. shall be connected with uplift connections in accordance with table 3.3c. OVER PARTITION WFCM-SBC LAP NAIL ED%ETCKS ALCONIES 4 1 COLLAR TIE AS PER TABLE 3.4 EACH FACE 2 3).Dimensions shall take precedent over scaled drawings. 3).WALL-TO-WALL ASSEMBLY: ATTICS w/o STORAGE 10 3 (DO NOT SCALE DRAWINGS). Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL ATTICS W/STORAGE 2 4 4).The architect has not been a accordance with table 3.3b.When wall studs above do not fall in line with studs below,the BLOCKING EACH TOE DESIGN LOAD CALCULATIONS 5 engaged for construction supervision and assumes no studs shall be attached to a common member in the floor assemblywith uplift connectors in TO RAFTER 2-uId COMMON END NAIL ROOF (GROUND SNOW LOAD) 2 responsibility for construction coordinatinga with these plans,nor responsibility for accordance with table 3.3. (LIVE LOADS PSF) ROOMS(OTHER 11iAN SLEEPING) 4 B construction means,methods,techniques,sequences,or procedures,or for safety RIM BOARD z 16d COMMON EACH END 7 precautions and programs in connection WAIT the work.There are no warranties for a 4).WALL ASSEMBLY TO FOUNDATION: To RAFTER END NAIL ROOMS(SLEEPING) 3 a specific use expressed or implied in the use of these plans. First wall studs shag be connected to the foundation,sill plate,or bottom plate with uplift STAIRS 4 9 connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING A DRAILS ANY IRECTION 20 to 5).Refer to the Window and Door schedule for exterior openings. foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under JOINT DESCRIPTION NAIL ALL SPncING NOTES EXPOSURE CATA Y MESW eD POP,CAT.q u the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the 12 6).The General Contractor is to ensure that masonrryy or prefabraded fireplaces meets bottom plate,3 inch square washes shag be used with the anchor bolts.Anchor bolt TOP PLATE TO 2-16d COMMON PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION THiSAPPLGTM��MLYFOR Wows or exceeds manufacture's specifications and appii xMa codes. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE FOOT SEE NOTE."! F- MAIL PAGE PALNOTEPACE AUL anchor bolts are to be between late and LYDrrATenONTREAPPNARENTToMRELIEsPOK R The General Contractor is to consuft with the owner for al built-in gems Spaced p INTERSECTIONS JOINTS FACE OBE CONS lass ASETIMERorlo eelmao ORM a-tsd COMMON NAILING SCHEDULE SEE GENBZAL NOTE PAGE �' 5).TYPEIEXTERIORSHEARWALLCONNECTIONS: MrERSECTO EA_SIDE NAIL 1o�corLsroPRmAsmaARBLV1oAPPaovmorw such as bookcases,shelving,pantry,closets,trims,etc. T EGRESS SEE FLOG PLANS AND WINDOW SCHEDULE AM Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD ro za- FACE attached with Bd common nails at 6'o.c.at the panel eddgqes and 12'o.c.in the field,and STUD 2-tsd COMMON O.C. NAIL FIRE PROTECTION Ym-' _ 8).130 MPH Wind bad requirements shall be taken into account during construction. 1/2 inch um wallboard on the interior attached with 5d cooler nails at-7'o.c.at panel gyps HEADERTO 16"O.C. FACE M KE 2 D ® SEE FLOOR PLANS edges and 1 D'D.C.in the field shall be in accordance with the length requirements specified HEADER led COMMON ALONG EDGES NAIL Consultants FOUNDATION NOTES: in table 3.15ab. TRUSS DESIGN N -STANDARD C E CONSTRUCTION 1).The General Contractor and Mason to review plans,elevations,details and notes to - Top OR BOTTOM 2-16d COMMON PER 9t4 STUD END ENERGY CAI S RESCHECK determine intended heights of finished floogs)above typical grade. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS. PLATE To STUD 3-16d COMMON PER 2a6 STUD NAIL 2).All footings to rest on undisturbed(virgin)soil. Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL CLIMATIC a GEOGRAPHIC DESIGN CRITERIA Length adjustment factors In table 3.16. FLOOR JOIST,BAND JOIST, 2.16d COMMON Fool SEE NOTE:t,z GROUN WIND SEISMIC FROS I WINTE ICESHIFID 3).Provide 1/2'a END JOIST OR BLOCKING FLOOD expansion Joint material between concrete slabs and abutting SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DES, UNDERLAYM concrete or masonry walls occudng fo e#eror or unheated mterlor areas. Allowable sidewaINTERIOR ll lengths provided in table 3.14 shah be permitted to be increased when FLOOR FRAMING•INALL CONNECTIONS: LOAD (MPH) CATEGOR DEPTH TEMP. REQUIRED HAZARDS 4).Any new concrete walls being attached to existing concrete structure shall interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION �- NAIL NOTES 20 LELS. 130 B SEVERE 3 Fr, MOD,MA T SLIGHT T 11 NONE be installed with 95 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 65 2.4A.2 and 2.2A respectively. OTT, SPACING TO HEAVY MODERAT 5).Unless otherwise noted,all slabs on grade to be 4,000 ps.L.Concrete to be 83•CONNECTIONS AROUND EXTERIOR WALL OPENINGS: JOIST To: 4.8dCOMMON PER TOE poured on 4 inch thick sand or ravel fill with 6x6 wife mesh reinforcing.Interior slabs SILL,TOP PLATE OR GIRDER JOIST NAIL Po 9 9- Bader and/or girder connections shall be attached with uplift connections in accordance NOTE: to be minimum 3-1/2 inch thidL Al fill to be compacted to 95%relative density with table 3.5.Window sill plates shall be have steel connectors in accordance with table BRIDGING EACH TOE 6'maximum lifts(layers). P To JOIST z-ed COMMON END NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINIMUM 3000#CAPACITY 6).Crawl spaces to be provided with a minimum 18'x24'access opening.Instal one 9).CATHEDRAL CEILING ASSEMBLY- LOCKING 2.Sd COMMON END NAIL H TOE BAB cast iron foundation vent for every 160 sq.ft.of area Where a ridge is to be used as a structural beam,the rafters shall either be notched and ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: anchored on top of the beam Or slope connectors shall be attached to each rafter-to-ridge BLOCKING TO: EACH TOE Dam roof exterior of fauntlation wile bftuminous coatin as r aired b cuITerrt 3-I6d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIA E 7)• pp 9 eq Y along the open celing part of the building.Connections to the ridge and wall shall be be SILL OR TOP PLATE BLOCK NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 'D1F"s N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over attached with the above requirements. the below grade portion ot e#erbr walls pr or to backfilling. LEDGER� 3-16d COMMON JOIN F�� V PERIMETER EDGE ZONE 8d COMMON @ 6-O. . Bd COMMON @ 6'O.C. INSULATION 8).Drainage as required by current 2020 N.Y.S.Residential Construction Code. JOIST ON LEDGER PER TOE INTERIOR ZONE Ed COMMON @ 6-0. . Bd COMMON @ 12'O.C. NQ1�"0011�' 1. INSULATION TO MEET OR EXCEED NYS ECCC 2016 ENERGY CODE TO BEAM 3- 1. JOIST NAIL FRAMING NOTES 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED IN HERS RATING BAND JOIST PER END GABLE ENDWALL RAKE AND RAKE TRU Sd COMMON @ 4-O. . 8d COMMON @ 4-O.C. sffnms„ 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER TO JOIST 3-16dCOMMON JOIST NAIL 4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR GREATER BANDJOISTTO: PER TOE NAIL NOTES 1. ALLFR ATIONALRENG IDENTLIQUES SHALL LNGMEE CODE ANDREQ NEW PORKENTS OF THE MEN 5. FOUNDATION WASLLS TO BE INSULATED TO R-10 OR GREATER z-bait COMMON (Record: STATE 017UNIFORM CODE BUILDING AND NEW PORK DEPARTMENT OF 6. FRAMED FLOORS TO BE INSULATED TO R-32 OR GREATER SILL TOP PLATE FOOT SEE NOTE:1 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Applicant o STATE 2017 UNIFORM CODE SUPPLEMENT. ROOF SHEATHING: 1 C�A A/'� _ A C z STRUCTURAL LUMBER sHrui an GREEN DouGIAs FIR LARCH No.z,OR BETTER. 7. SLABS ON GRADE TO BE INUULATED TO R-10 UNDER SLAB. I l7/"'�AC A C UNLESS OWALLS, E NOTED ON THE PLANS JOINT DESCRIPTION M - wit 1).For roof sheathing within 4 beet of the perimeter of the roof,inclurding 4 feet on each side of the roof peak, a. FLOORS WALLS,CEILINGS AND RAFTERS TO BE SPACED gTl6INCHES D.C. RECOMENED INSULATION AS FOLLOWS CITY. SPACING _ the 4 foot perimeter edge zone attachments Lquired s be used. 11575 MAIN BAYVIEW RD SOUTHOLD 11971 UNLESS NOTED - 4. UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2)0(10 A2♦ AS PER TABLE 3.8 STRUCTURAL PANEL ud 2.Tabulated 12 inch o it nails i assumes sheathing shall ed to rafter/truss Inches members with G>0.49. T.347-276-6093 E.clay@isaac-rae.com LENGTH TH STUDS DS ON EACH WALL HEADERS NI HAVE VL JACK STUDS AND(2)FULL VAULTED CEILINGS:2°SPRAYED CLOSED CELL SPRAY FOAM CONTINUOUS wpcM•sac ) framing LENGTH STUDS ON EACH sroE OFALL OPENINGS.LVLHEADERSTO HAVE(3)JACK For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF OPENINGS.BEARING WALL INSULATION R6.5 per inch.9.5'THICK COMFORTBATT THERMAL BATT WINDOW SILLS S SHALL ALSO HAVE(z)WINDOW SILL PLATES FOR 2X4 WALL INSULATION R38 EIL01G SHEATHING: ^11o61rdW ortawnxs/talmfamics AnD OTHER D6ata5rm65Er 3).Tabulated 4 Inch D.C.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For Fomx rmioR4REl11E1'rmPERfYtg6ARGRAELLfiAImARE raioTFcr]0 OPENINGS BETWEEN 4*1AND60 AND 2x6 WALL OPENINGS BETWEEN SIT AND 81). WALLS:WSPRAEA CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. JOINT DESCRIPTION AIL W'IL framing memberswNh0.42<G<0.49,thenails t shall be reducedto3Lnchesoo. 'umrsn'aAR°mccnmALw«asmP„sOnrsamsnon"erOF'ss°. PROVIDE FIRE AND BLOCKING WHERE APPLICABLE. OTY. SPACING �� rK AfJmwlalre6 mranNAnoR1'OUAaREENOTTO R�RepUCEOR WITH ROCKWOOL R15 3-112"FOR TOTAL OF R23 5. ALLFLUSHBEAND EADERSTO BE INSTALLED WITH HEAVY DUTY GALVIN�D uorsm,erR,wwxoleaRVARr,wmrorrnmFxPuarwRlmR FLOORS: 3'SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. GYPSUM T O.C.EDGE eix svoa OF saRcwvaaR Ja16cn Be HANGERS AND ANCHORS WHERE APPLICCABLE TO ALL CONNECTING JOISTS. 5d COOLERS 6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR WITH ROCKWOOL R153-1/2"FOR TOTAL OF R23 WALLBOARD 10"O.C.FIELD JOIST AND UNDER BATHTUBS.FLOORSTO HAVE CERAMIC TILE INSTALLED SHALL SLABS 3'EXPANED POLYSTYRENE INSULATION FOR R13 WALL SHEATHING REQUIREMENTS FOR WIND LOADS: VERIFIED FOR PROPER LOAD CAPACITY BE V UNLESS NOTED ON PLANS. WALL SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIA E 7. 7).PROVIDE 2.1-3/4-THICK MCROLAMS(HEIGHTTO MATCH FLOOR JOLSIS) PLUMBING NOTES SHEATHING LOCATIO NOTES Prgeet: AROUND STAIRWELL AND/OR OTHER ACCESSOPENNGS UNLESS OTHERWISE 1. Al waters JOINTDESCRg>RON NAIL NAIL ATPANELEDGES SUPPORTS IN THE PANEL FIELD apply,drainage and venting to be installed as per N.Y.S.Residential OTY. SPACING NOTED E B cqy. SEE NOTES:1,3(BOTH FIELDS) e. PROVIDE BLOCKING/BRIDG WG W FLOOR JOISTS AT 60 O.C..USE SOLID BLOCKING Construction Code,and shall meet Suffolk County Health Department requirements 4'EDGE ZONE lid COMMON @ 6'O. Bd COMMON @ 12'O,C. Skunk one Residence STRUCTURAL AS PER TABLE 3.9 NOTE:2 FOR PANEL FIELD IN FLOOR JOISTS UNDER ALL BEARING WALLS as stated On septic with t PANELS lid COMMON WFCM-SBC INTERIOR ZONE 8d COMMON @ 6°O.C. 8d COMMON @ 12-O.C. SEE NOTE:3 6370 Skunk Ln,Cutchogue,NY 11935 6. PROVIDE INSULATION BAFFLES ATEAVE VENTS BETWEEN RAFTERS.INSTALL 2 Verify septic system with the Engineer for Suffolk County Heath Department DRAFT BLOCKING AS NEEDED. 7/181OSB 3"O.C.EOGE 10. UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM I? approval. PLYWOOD Od COMMON 6'O.C.FIELD NOTES THICK,4-PLY FIR COX EXTERIOR SHEATHING GRADE PLYWOOD.PLYWOODTO 3. 3).If wall studs,plates or joists are cut out during Installation for any plumbing related Prom No.; GYPSUM r O.C.EDGE COVER OVER PLATES AND HEADERS. work,provide,adequate bracing and plates to protect and secure the structure.Verity WALLBOARD 5d COOLERS 10"O.c.FIELD 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment IR-02 ill. UNLESS OTHERWISE NOTED USE 3/4"THICK T&G PTS FR OR ADVANTECH with the state code and manufacture's recommendatlon for maximum hole sae and requirements Shall be Used. PLYWOOD SUBFLOOR ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR Seat/ afire: FLOOR SHEATHING• JOISTS.FINISHED FLOOR TO BE INSTALLED OVER SUBFLOOR AS PER Spacing permitted 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing s+en ALL BAT MANUFACTURE'S WALLS TO HAVE HVAC SYSTEM NOTES NAIL NAIL members with G>0.49.For framing members with 0.42<G<,the nail spacings shall be 13. ALL BATHROOM WALLS SEMBLYS/TO THICK ONE TYPE X SHEECK. JOINT OTY SPACING reduced to 6 Inches O.C. 13. ALL 1 A FIRE RATED ASSEMBLYS TO HAVE ONE LAVER OF 518"TYPE%SHEET 1).Mechanical subcontractor is responsible for arllearing to all applicable codes and safety 3).For exterior panel skiing,galvinaed box nails shall be permitted to be substituted for ROCK AND TO MEET ANS WL 2LLT AND DESIGN NO.U349 requirements.Manual J D S Guide lines to be follow.ALL DUCTS TO BE SEALED AND ' U �'PANELS 1d COMMON O.C.EDGE Common nails. 14. ALL ROOFS AND SHEATHING TO BE INSTALLED WITH ICE AND WATER SHIELD, 1"OR LE55 12'O.C.FIELD HENRY BLUE SKIN OR APPROVED EQUAL INSULATED Blower Door Test to be performed as required 4).PROVIDE 5/8'TYPE-X SHEETROCK FIRE STOPPING AT 10-0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. is. ALL T ROOFS TO BE OITH CTHOILL TEALS 16. ALL SILL PLATES AND WOOD CONTACT WITCNCRETO BE PRESSURE 2)•HVAC subcontractor is to fully coordinate all system data and requirements with the TIOTEs: 5).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACO. TREATED,SILL PLATES TO BE INSTALLED WITH FOAM SILL GASKETS AND COP-R- manufacturer. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN TEXTERMITE SHIELD OR APPROVED EQUAL 3).HVAC subcontractor to provide final system layout drawing and submit ft to the General SCHEDULE NOTES ONLY. 6).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Contractor and owner for final review and approval. I I.Nailing requirements are based on wag sheathing nailed S"on-center at the panel edge.n NOTES- wall sheathing is nailed 3-on-tor at ft pand edge le obtain higher shear capacities.. FIphFRI Q(:KINr�NQsheathing ELECTRICAL NOTES: requirements for strumaal members shah be doobied.w dtemate cow-tom,such as shearng As req Trod by cunem IBC 2020 6 2020 NYS Residential Code"FIREBLOCKWG REQUIRED plates,she]be used W maintain load path. Flrebbelting shag be provided to cut on all coaled draft openings(both vertical and hodzontaq and to form an effective fire bander between ALLELECTRICALTO BE INSTALLED A PER IBC 202020 2020 NYS RES.CON.CODE stories,and batween atop s1eg and the roof space. ALL ELECTRICAL WORK SHALL BE APPROVEDBYAQUALFIEDUNDERWRITER. 2).When wadi sheathing iscontinuous over cw,neetedmamem num b ,thetabulatedberofRats Flreblodtingshagbe provided InwoodframeconstwctonInfhefogowingLocations shelf be pormMea to be reduced tot.16d nail per foot 1;.In oonoealed epaces of stud walls and partitions,including furted spaces,at tho cefling and]ow levels.Conceded honwata tarred spaces shall INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUl AE Of.be ereblocked m Intervals not exceeding 10 feet Bane or Nonkets of mf coal or glass fiber shall be off-ed as mrebloddng In walls constmctod REQUIRED BY IBC 2020&2020 N.Y.S.RESIDENTIAL CONSTRUCTION CODE. using parallel rows of ends or staggwad stills. ALL LIGHT FIXTURES TO BE LED OR COMPACK FLUORECENT UNLESS OTHER WISE 2).At eo intereonnecfbns between mncealed vertical one Mdzodnl Boxes s,sh as occur or soaits, drop ings and cue ceiengs. __ NOTED 3).bi m6e WCod sees between stall striMm d the top and bo0mn of the run.Errolosed spaces under stabs shag oomply with current N.l S. y"3 d - Ir-', ` Data: Scale: ALL APPLIANCES TO BE ENERGY STAR QUALIFIED 4).At openings eromdvanis,pipes and ems at cemng and door level,m NFe'stst the tree passe of same a,iE predx5 0l mmhrs0o6, 1 i L ALL PLUMBING FIXTURES TO BE WATER SENSE RATED 5).For the firedocicing of chimneys and fireplaces,as mgWmd by--ant i V S.Residential Code. - Drawing rddo: a it i f)! GENERALNOTES o <�12 i! 0 CT - 6 2023 Drmvfngfro.: N T-002 NOTES Plumbing Fixture Schedule Description Family Finish Installation instructions Count Flow Rate Type Shower Rainshower Head Bath Filer AWHrtEt6WDERCOATED 3W OFF F.FCONTRACTORTOCOORDIAN1EwFrHARcHrrECT 3 TS22001-TS22002-TS22003 DRAWING ISSUE Moen-Arris-Sinte_Handle-TS22001-TS22002-T NO. DATE ISSUED FOR S22003-EP 4'ELEVATION OFF TOP OF VANr Y 1 3/15/202 SH17—5.. Flling 2 /0 202 SH Town DOB Filing— Shower StaIF2D 1 Shower Stall-2D 3 a/1s/zoz Englneerrng Dept G901.75 gpm handshower kit Shower-Handshower-KOHLER-Awaken-K-9836 Kohler-Metal-BN-Vibrant_ 4 ELEVATION OFF TOP OF VANRY 3 2 GPM 1.75 GPM,EN-Vibrant 4 5/26 202 En m t. 1 Brushed Nickel Brushed Nickel 5 Sink Kitchen-Single VIBRANT POLSHED NICKEL 1 30'x 21' 6 Sink Vanity-Round 6 19'x 19' 7 Toilet-Domesfic-3D WHO 2 Toilet-Domestic-3D e DUO Frr IN WALL CARRIER FOR WALL HUNG TOLIET TO TO DUOFTT v,o"a£avRc'Twn�wnRt,ua�s, mvwcirwui*anFrs 9 _ 1 r 1 Water Heater 10 VPOP UP VAr1RY DRAIN 1,Law Consumption Toilet 1wATERwBRK,t-TOTO- uia-CT418FG VIBRANT POLISHED NICKEL 23 O1 Cotton u 12 DRAWING REVISIONS NO. DATE REVISION 1 2 3 4 5 PLUMBING NOTES a �isemr,Evu�aaoor_u�snw .wW.reurrmr 9 NcarrsNm we,e,aosTs sauaenT�>sccnuras wano;were,�wwRru,.�Wmsaa�Rs,w 10 — ,.,awsA.a�ervay.•®cncaamax><w„xaa ss •uxmumcanwetFa,easroesesuur®u,�,esrccnaN 32 xowa@MwaMbW.a TN�PaeE BETamR1ESRWEOFWOPo( ne5AFP1ICAMNISAWMt 6NLYFORWM ar„YFDNRIE waOLren ON TIa APPUCAnoN SPEMCATloN SLEET.au onim mnuismawN xnnm TO aRrL1FD wvK OR — s'"�`iwev�i�-oieiwamrs, - TO REcmasmERm,as DnRR RDNGAF9n6VED ORw s.avw,cLr-ucoNermrs I I were,a.ogr ranou,as rFA n„9wnctiaFm rawusnnwcnus, aERwecw y` e� ------------------------------------------ ,-xw--��--- ----------'I-----------r-----------r--------------_--------------------- 1 I--,- Iv�,aYecw ml 1 Z--L 1 1 �Y NE�v 1 Caa MM: OVIDE SH David Fox OFF VALVES AND �_- , Fox Land Surveying - AN ACCESS I I PANEL H RIS LINE i I 64 Sunset Avenue ton neach,NY 11978 I I NEw HOT AND COLD WATER RISER Alex Spy ouStructural nOlneer: AES Engineering �co.aNn aenmoo, xc ,.wawRoao �� 630 Fifth Avenue,Suite 2000 o,.wwan,moc., oacwscvoaar,,,ca, — R------------------------------------------------------ - - - - - - - - - New York,New York venwecw _vEmvecw L________--�- ar•,nvecw+----------v.�xweav_____-_' _ xw--1--- ------ ----- ---- --- -- --------------- ,�—►;� i Iutxw ecw �sraw s,.+v �wi i>.•„weaY I,rrNNea+ �� Ivr,nvacx �vrxweav �,rrRxeav _ I Iv--air 1I PROVIDE SHUT 1 'L j we OFF VALVES AND cvr L (� � I (� AN ACCESS I I j)_,��- PANELAT RISF7T r>2 BRANCH LINE amaaam, II HOT AND COLD WATER RISER k.Kwd d Recall _ n HOT AND COLD WATER RISER DIAGRAM I SAAC - RAE 430 Main Street 2nd floor Greenport NY 11944 Contact;Isaac Clay Coffey RA NYS LICg039767 T.347-276-6093 E.clay@isaacrae.com I I I I I Project Skunk Lane Residence I I I we I 1 I I I uY I 6370 Skunk Ln,Cutchogue,NY 11935 I li—!t,rraew �„rrmuN I ,r�mw „rruw+ Prajmt No.: IR-02 I , �� SeaV Sgname: I r ----- — 4• �wNr ,prverr,}zven l.•ven Sven ,�wNr IrwNr T� gvort ,yevart I�v9°r � I I 1 � I I � w� I I meYesel I gf�REDgRCy I I We uY I we IQ otTLo-e�-sra C9 0 - I I „rroaeN i,urauN I vrauw �,vrAaen I #, ,scam � Y _ 39761 O� I ° Dme: Beae 2023 Draw — ees+aNr a II 0 C T - 6 i PLUMBING AND GAS RISER DIAGRAM — I }�-Nme�mareNarr ui I �uwwavreueromnraRcanry � �_� e s m SANITARY RISER DIAGRAM j „ - ".. Drawing No.: N - - r;1 SANITARY RISER DIAGRAMt T-003— - _ _-`""'- DRAWING ISSUE NO. DATE I ISSUED FOR 1 GWOIOIDTPVx R9FTEH STRUCTUAL NOTES: 2 4 CONTRACTOR TO VERIFY ALL DIMENSIONS INFIELD 5 DENOTES SIMPSON HDIOA HOLD DOWN AT ENDS OF SHEAR WALLS 6 b DENOTES COLUMN UP FROM THIS LOCATION 6 DENOTES COLUMN THROUGH ATTHIS LOCATION 9 10 11 12 SPREAD FOOTING SCHEDULE DRAWING REVISIONS NalAc �1,W+,ml RsaGROln NO. DATE REVISION 1 Q NnA wAVTwe o�nou WALL BEARING FOOTING 2 AODO1 ISO.SPREAD FOOTING 2 3 4 5 6 4 © a1""� uwAVTCPaBOTCY GARAGE WALL FOOTING 5 6 7 8 COLUMN SCHEDULE: 2m-7• 16••012• 9 SO MARK SIZE(LXWxD) TYPE REMARKS I 11 5=1/2' HSS ASTM A36 BASE AND TOP PLATE TO BE ! SC-1 COORDINATED WITH ! TNISAPPUCAnON ISAPPROM ONLY FOR WORN FABRICATOR xIDICATM ON TNEAPPLICATION SPECi IMPON SNFEf.ALL II OMER MATOMSSHOWN AIa:NOTTO 6E REUM UPON,OR SC-2 (4)2X8 WOOD ISO.SPREAD FOOTING I ! TO BE CONSIDERED AS ERNER BEING APPROVED OR IN I I I ! HEADER SCHEDULE: I I Consultants I 2 I I MARK SIZE(LxWxD) TYPE REMARKS 3 A30 1 5104 A-300 I H-1 (2)1.314X,57/S• LVL BASE AND TOP PLATE TO BE ! COORDINATED WITH FABRICATOR H-2 (2)1.314X,1719- LVL - H3 (2)2XlO- DOUGLAS FIR RI 2XKIN.STU.-IACKSTUD — —— SHEATHING SCHEDULE: - MARK LOCATION THICKNESS NAILS NAIL SPACING ti ' 4•STRUCTURAL GRADE PERIMETER INTERMEDIATE 0-f0• I 9 SHIA FLOOR TBGPLYWOOD tOD 0•- 4.O.C. 12,O.C. ; /2•STRUCTURAL GRADE 0'-T '-T caF 1. - .. . I SH-2 WALL TSG PLYWOOD IOD 4.O.C. 12.O.C. !• ' (',1 cm Ft I SH3 ROOF 2 STRUCTURAL GRADE 10D 4.O.C. 12 O.C. '•... - ____ ___ ______ TSG PLYWOOD B — 17 WALLSCHEDULE: 'L-�e V`I _ 1Y1 : MARK LOCATION TYPE COMMENTS - 2 y _ S� B ,0'REINFORCED 65 REBAR BOTH WAYS SEE A301 � ® `: - - �. AppOcan G FW-1 FOUNDATION CONCRETE SECTION S,: I: vRrNDvu:v.ruE ! .I t Fgemrd: 6WALL16.O.C. r, , GCE - - ISAAC - RAE IX.W-1 EXTERIOR 1/2'STRUCTURALGRADE INTERMEDIATE BLOCKING AS - oRwrEu ---- - - - — -- - -- -- - - - -- - .-- i•- --_ TSG PLYWOOD REQ. C 1 - - - - -- - .- - - - "-1 - -- 11575 MAIN BAYVIEW RD SOUTHOLD 11971 LW-1 INTEIROR 2X6 DOUGLAS FIR 91 INTERMEDIATE BLOCKING AS I 1 T.347-276-6()93 E.clay@isaacmrae.com REQUIRED :��- , I I' cm I - ocwcPFrE�wm, j .. •. W1IXw,. Cm .I n ALL D61GN5/DRAWING$/RExDERmas anD onmt DLsaostATEs sET i •.: FORIN HEREINARETIIE FROPERIYOFISgACRAELLG,ANO ARE PROIECTEO uNO91 RM INFORALWORMSUAGRMNTPROR3RIONACTOF1MJ0. STRUCTURAL NOTES p -- --_ '-- - -- - mCWAINR,MWHOR PARf,WRH0UIl11EFxPUR1EN " PERMLSSIONOFISAACAAEMfJR1ECRIRE CRAWL SPACE Project T Skunk Lane Residence 6370 Skunk Ln,Cutchogue,NY 11935 9ARN � I PRGNpE,?�ED,x.�aG 1 I ProJecl No.: 1 .1 ! �rx�Pans cae 1 IR-02 A301 ; - I; ----�'--- ----- ---- ---'----. I ;. - SeaV Sigutt e: --- ------------- -- ----1 I 'i . I CONSTRUCTION NOTES: d NEr xore — s'-e112• 5•-91Me 5'-612• F' cm vRavaeFn vc rartmnnn+wAu.sffsTrwcnmuwRoerAss ///+�) � - �.. I 6r6 NFw E[6fN09LCINGLAtel OA4TO BEGaaRIRlARD BYARDNE4T . '. - - �.._.- .. .- .. _ vRmRro Fmxunox - - cAA BXt6-El000 velrs.A,mxrtlum.twstAox�«,•, 1 �. T._^'I .i"_� i L.•� __' �1 O =t ss,ENwAUA-u�Ix+oPvmEGR RnaRETwom I !;�`I' y �' i'J �y' �L PLAN LEGEND: o FRGP�R mND,�D fl OCT - 6 D� Off. ® raw PRuos®,vraamamxwAusffui®uE�� 2023 Drawllg Title: _ PROPOSED FOUNDATION PLAN 'r° CONSTRUCTION NOTES FOUNDATION /1 -'- N 1/2'=1'-0' -,K ii;:fJ TmP ri Drawing No.: n FOUNDATION � A- 1 01 DRAWING ISSUE NO. DATE o ISSUED FOR f't - r 2 swmaDTawxml,sTF£s 4,1 .TBOkettl 'Tagaum 48F'Fireplace �_ 3 -_ J l t' 1 d69ib NkR61rA ' r ,, r1aNA{nxgxa,iidw.: 4 Project Name- Location: B 7 12 mnucw�+ev=. �_�_�� z1s'-I ,°i••' TB'18�;' DRAWING REV ISIONS NO. DATEREVISION 1 6' 1 3 4 5 6 2 69 y Top View 69 a• 2 3 1 4 L 41. - B 46 Yz' I ��1 7 T 1 8 A300 A-300 SO S-104 5.. 12 Front View Plainview Side View l I l _ THIS "APFucAnoNISAPPROWDorurwa WORK I—�— INwcATEDONTHEAPPucanDN3 Cffl(•anONMEEc Au omEn rnATmuWOWN ARE NOTTO eE RIMED UPON,or1 MINIMUM FRAMING DIMENSIONSBEWGAPPROYED OR IN Fbre,h NtltlNe 7v4j auva>eaucEWmm T®w'nes _ - Consultants .t' 4'-2- T-3' 13'- B:1J1 PeOnA: ha:• a�.w:am GlAvneyTrpc ti�",.,� Tt' I - - YI - : SPaYF�rorR _ FNwe%RSXTCh+n_Few: I' Gix l- rvmee .. .anewwwrOlnimugMpnom'ae'!x4P4c.6"s➢i�!?'!�+wt�i�DNa:TN(a"erewi%Wii :.. '.; _'_ '..— -.- --- -- - — '-' - - ----_1._ --- GlncruQeY,,, - Ep --- -. --- - - d6mnptnMSMuQgd,--.�:,�.:... •,.r'�.. _ — S cax 6N% .. iWEflACE --- CONSTRUCTION NOTES: N Nora � o ._-- -_- q Applicant of Record:d: — w �-6 N - RAE 11575MAIAYVIEWRDSOUTHO LD11971TT— — m eT—QM _ ..---_-_-----_ _--_ __ .I-- - wH _--� -_- -- _ ;;_ --_--- --- _ -- T.347-276-6093 E.clay@isaae-rae.com --- IIIIII III o ---- ca2 - Gae w1eP06®6WE 6TONEDl111VSIEPS _..,__1_�__-__p.__. _ _ T_ _ ��:�'�_'. AFUICNOLNO lRANDCDSTEHC6R1 ERNIP1UEHGIGaENINrE5AG1O/XRTOOAMNRRI6AIWEIWE1TNHGWN0FfE0I I 1ER1R1 lMOt1OLPIR1PWT EFeNO 0DiN1IUE YAYC,E5OOWIN UFCRGOAISSIPGgIAYRAW1NEG1ErDGRn NHOII1OrfEE NTgLLFETJtNOG�O,D1RI AEILFO5CNP4DITaW WG:0VNR60n1A0m1:RCLPEErFR5 NOOO6 1FREF 1Lr9R 9E0D.If,��++_ __ _ _ __ --_ PLAN LEGEND: I ---- �'- —--- --- -- -- — -- ----- , 2 Gn A-002 xNi A-G01 EXISTING WALLTO REMAIN iX .__._ __. ._ _____ _ __. __ I ___,____ ______._.___ _ - ______ ..__ ____.._.._�i..___- Prqct --, WALL/ITEM TOBEREMOVED i --,;.; ->>_ : _:_,,::: ._.' �__ - _- --_ - _ ----=-- __-_ --- _ _ - ..-15,..• ----- :. -_ - Skunk Lane Residence Ct, r -_=-�---�`•1-- -- Ln C h ire N>'-_-•-•-�-::-+---�-• '-� -- 6370 Skunk utc Y 11935 _... -•__ PROPOSED WALL I .t 4 C,2 0 ••. •,',;ee'%,YID •: I _ -._.__ _.__-__ _.______ _ - _.- _- _ _. _ b PMMt No, Seal/Signature: I I I ----- ._ - = = - - — - TABLE OF INSULATION VALUES: b WALL TYPE A: tan BIIMTF31aA4E .._-•••.�" PEI - 5.5'THICK COMFORTBATT THERMAL GATT INSULATION R23 �-.:. •.,.,:.:,;,.'.�_ _-..__ __:--._ ___ ......... . ...._ ..___.._.._-._ __ - FOUNDATION WALL TYPEA: G ---- - _ - — — — - -- -- '- -- — -- 7THICKDOWSTYROFOAMWSULA7IONR73 + ---- - - --- - - - �;--- --'--' ---'----'-- -- °Waa^ w° 5-0' 3'-0' CEILING TYPE A: I _____ _..____-•___ _ ._ _._ ..__. _____-_._.__ .__.____ -_- 9.5'THICK COMFORTBATT THERMAL BATT INSULATION R38 2-THICK CLOSED CELL SPRAY FOAM INSULATION R6.5 PER INCH -------- CENNG TYPE B(BALCONY): FLOOR TYPE A: j 1 I -- _ .. I ,? 55,THICK COMFORTBATT THERMAL BAIT INSULATION R23 c wrmavrouErr i+_.. --- ..— pr ' m4�2o,ej N�iAz,xwnne .• FLOOR TYPE B: i aPeu>gAaFA j E Date: Scale 2'THICK XPS FOAM BOARD INSULATION RIO AT SLAB ON GRADE t j Scale:: NOTES:ES: NOTE: F 1 OCT ?02� lif. /JJJ Drawing 716e: d CEILING GFA 1. ALL ACCESS OF CENG TYPE A. — G Lam./ FIRSTFLOORPLAN ,n I!? NO PROPOSED BASEMENT OR ATTIC SOFT m SLAB ON GRADE AND CRAWL SPACE a' Drawing No.: m PROPOSED FIRST FLOOR PLAN ��!��•�• - A- 1 02 DRAWING ISSUE N0. DATE ISSUED FOR t 1 Tso&eruM2lgttum 48'"Ftrept�ce ��«1� 3 ,o>o�,e x,Ausl� - -r' : FSESP6MAx AxeTEmx64,RA1R14, ProjeM Name: .Loeatlon: 6 7 8 10 ]2 + DRAWING REVISIONS REVISION 1 Top View e' 2 3 4 5 3r u• �, �- aevs- R•, 39' 41• 7 r e io 53' � i�s' 12 FrontVIew, PlanView SideVlew TKISAPPLICATION IS APPROVED ONLY FOR WORK HEMPLI TIONSP -xr-;:r. .,>'_.•;'„-•-;"- :, MINIMUM FRAMING DIMENSIONS 1 2 3 4 5 INmER WDNTISHOWN AENOTT BE RELINs UPON, 6 OTHER MInTTBLS sxowN ARE nmro eE RELIED ImoN,DR �y,... TO CONSIDERFD AS EITHER BEING APPROVED OR OF 8vk ypr Bd kCo a Consonants Brkkhamn: 2 1 t.a:y n .... 1 3 O+�c A-300 A 300 S-104 an olNet : — — —" - — FmrvmRSNTCLLrtrcrflA: , , .. .. .. .. .. ... :._ TO�IFETB—eEC,oteal No,m it-- '- --_ i i�Tl,emW' ': .. .. �� ...,-.r..::mar':::.:•:,.,.,r';•.rr. ' � - - - ----- weTeMb!UwBLya„m.AS'Fgealdnvl .. _ ':Mdudi•5.f�'AIttaI➢anNoafLOMPVa1n13�ff„v:d0�14CNQhFhWhipp,Ti da/0�'.4,',. _ ,- - .._. ... ._. .... .. ... .. .. .. __. Rw.axle mxmeTym�a w%mK..uc I�I-{J~ 6 TOE � _ . -. LEE - CONSTRUCTION NOTES: z - -,`- /-- --- - ----- -- -._. . .- -'-- ,\� -�1•.�-----._..:: , ,� APPIIoant of Record: l i _ ISAAC - RAE Cd OPa6®EIECIWCALPNiEL - ,—.j •. ._. '�-- - - --- �--' -- -� --'-- - -- - ---- Ca 11575 MAIN BAYVIEW RD SOUTHOLD 11971 T.347-276-6093E.clay@isaao-rae.com ®BOff 6rQE PATq U^p-i�� _ G,x GP®wHllEo%%FIDOIWO _ f „ f F....�—.._-_ ...�__ IN AG�PBNGTWS DIFORMATON YdI AGREENOtTO Rw'RODIKEOR .-..._._. __,.-__.. _ _ .._. .._ .. -10--I.. ..3,_9• _..,. ___. - .._- __ _.___.__,_--= EF1fPu4f WiimER ..:.. ..j� 11'-11/2' mNSmLCr rtO,IN WNOIEOfIP�NRINOBf 1N ... .. . ..... .. .. .._.-... .. _ _- .. - -. ..,. .. _- _ _ : .� �. PERNIL590N FLSAACRAEAfi CNRE PLAN LEGEND: EXISTING WALLTO REMAIN aOS _.___ -. _ _. - _- ._ ___ 1 1v —_.7- .—..—._--_—__- _ - Project: r--, WALL/ITEM TO BE REMOVED E :: .; :, _ _ _ _ _ __ _ ____ _._____--:- � _ - Skunk Lane Residence --- -- `.-'-1i`--- ta- - _ -- -- - -- '------- --- : ---_ 6370 Skunk Ln,Cutchogue,NY 11935 ® PROPOSED WALL - ::-... _ __ �.. _-_�._ _ _. -__ -_ 'i'� •e:mnma: Seal/Slgnatae: i I j e %7 TABLE OF INSULATION VALUES: •-�t4 ---- WALL TYPE A: -- -.. -- - - - - - _ / u_- ' � I' `�Ji �' .7: 5.5-THICK COMFORTBATT THERMAL BAIT INSULATION R23 FOUNDATION WALL TYPE A: l (� �—�— - -- __ _ - _ - _ _-_. �.;•'_ _--_ _ _ L_— — .._ _.- _- - _- _ 2'THICK DOW SrMOFOAM INSULATION R13 :=f- CEILING TYPE A: - 9.5-THICK COMFORTBATT THERMAL GATT INSULATION R36 2-THICK CLOSED CELL SPRAY FOAM INSULATION R6.5 PER INCH CENNG TYPEB(BALCONY): NOTE: g A403 FLOOR TYPE A: 2nd Flmr Area 1175 sail 5.5'THICKCOMFORTBA7TTHERMALBATTINSULATION R23 cc+®wunavro�-r ; ! -..... +I f FLOOR TYPE B: 'oPeie o'aAioz,looew i L'f 2-THICK XPS FOAM BOARD INSULATION R10 AT SLAB ON GRADE S I l ` i r } f l Dete: Scale:tj I ASNOI® a No'1Es: u L D OCT � ravdngrn e: m 1. ALL ACCESS PANELSMATCHESTO THE ATTIC MUST MATCH THE R-VALUE OF CEILING TYPE A. V C - 6 2023 SECOND FLOOR PLAN ,n m N --"- Dmwing No.: A- 1 03 � PROPOSED SECOND FLOOR PLAN .�,u "4c DRAWING ISSUE NO. DATE ISSUED FOR I %m Iq --.- 2 3 4 5 6 7 8 9 10 IL 12 DRAWING REVISIONS NO. DATE REVISION 1.2 3 4 5 3 6 5 6 7 a T 9 to APPLICATION M APPROVED ONLY FOR WORK MDUMMo ON THE APPLICATION&E==M SHEET.ALL OTHER MATTERS SHOWN ARE NOT TO M RMED UPON,OR TOBE CONSIDERED ASMHERBONG APPROVED OR RI MARI C...ftMM 2 II A-3DO 00 �j -4. Ca, Ir Appi—tat R—d: ISAAC - RAE 11575 MAIN BAYVIEW RD SOUTHOLD 11971 T.347-276-6093 E.clay@isaac-rae.com INACCEPRNGTN6MMR ONMAGREENOTTORFRTODUCEOft KRWMNOMOFtSAACRAEMCHIIEMRE Skunk Lane Residence 6370 Skunk Ln,Cutchogue,NY 11935 Prja No... I IR-02 r-1f6fqnaU- -. LLLX tt, Z "0 A CONSTRUCTION NOTES: 7— b—1 NLYNo. ILE- Dw.: -ol aDrawing Tl a: o PLAN LEGEND: OCT 6 2023 ROOF PLAN 6j Drawing No, ...... A- 1 04 DRAWING ISSUE NO. DATE ISSUED FOR i 2 3 4 5 6 7 10 11 12 DRAWING REVISIONS --DATE —REVISION 2 5 6 7 a io 11 12 MI5 APPLH:ARON LSAPPROVFD ONLY Pop WORN 2 3 4 5 g INDICATED ON THE APFUMMN SpEaRCAMN SHEET.ALL OTHERFOOTERSSHOWN ARE NOT TO BE REIRM UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVEO OR IN M WARLECODES. j C—Ultmt. .... .. .. ... w W- ......... IF K.4'.- fl A — —t.1 R ,d: ppU ISAAC RAE 11575 MAIN BAYVIEW RD SOUTHOLD 11971 T.347-276-6093 E.clay@isaac-rae.com RIFN ............. Prolmt: t Skunk Lane Residence 6370 Skunk Ln,Cutchogue,NY 11935 Project No.; IR-02 S.Wslgnturo: F REFLECTED CEILING PLAN LEGEND: t', K qp 2-DUPLEX RECEPTACLE ------------- qGFl 2ZLPLE)(GFl RECEPTACLE RECESSED DOWNLlGlfr ALL RECESSED DOWN I-MITS TO BE LED LIGF9 SWrrCH rt Dare: S-id.: WAY LIG14T swrrCH OCT 6 2023 REFLECTED CEILING PLANS&ELECTRICAL PLAN bi D-M g N..: A- 1 05 N DATE DRAWING ISSUE I rode ISSUED FOR 2 3 4 5 6 7 10 it 12 DRAWING REVISIONS DATE REWSION 2 a 4 5 6 7 2 3 10 4 11 5 12 6 nUSAPPUCAnONM"PROWED. W R JNCATI`011lNEAp-CAnONSPECI K OMMMTrERSSROVMAlE, R TO',SNEE7 ALL UPON.OR OR IN GFI q 4 -1,6 b APPticnnt of Record: 'SAAC RAE 11575 MAIN BAYVIEW RD SOUTHOLD 11971 T.347-276-6093 E.Clay@ isaae-rao.co, INA W, INFDR I CONS IT, WHOMOR PART.WIIHOIIf SAADaAEARnmECTDRE .--IwwRmm ON I OR 5m. 2-.:.A Skunk Lane Residence 6370 Skunk Ln,CutchOgue,NY 11935 PI-1-t N..; R-o2 REFLECTED CEILING PLAN LEGEND, 2-DUPLEX RECEPTACLE qpFI ......... "UPLEX GFI RECEPTACLE 0 RECESSED DOWNLIGHT ALL RECESSED DOWN LIGHTS To BE LED LIGHT SWITCH (L MAYUGHTswi-rcH -Cy 0 C,T 2023 Data: Drawing Title; P RCP HISED SECOND FLOOR REFLECTED CEILING P PLAN LANS&ELECTRICAL A- 106 DRAWING ISSUE NO. DATE ISSUED FOR 2 1 1 sWOKiDIONNTRNe1Be -- A-301 A301 — 2 3 4 5 6 7 8 9 10 11 6m f[INr6q 12 — — — — — — — — — — — — — — — — — — — - DRAWING REVISIONS NO. DATE I REVISION J. 2 3 4 5 6 7 t — — — — — — — — — — — —LO.aJ a u 8 Ecr�aswxoox�oro-Er 9 eAc s,s,°w,uz,ueww 11 THIS APPLICADON W APPROVED ONLYFOR WORK WDIMTED ON THEAPPl1CARON SPEMRCATION SHEET.ALL OTHER MAT OMSSNOWN ARE NOT70 BE RELIED UPON,OR _ TOBECONSIDEREDASERRHEr=BONGAPPROVEDOR W 6 ConsuRants IRE O O �N GCE-b _ --�ICI7— — 1=='I+ I I + I I I N I I+H- 41 - - =1 I=1 I I=1 1=1 1 1=1 I��°mom 11=1 11-111=111=1 11=1_I 1=1 1 1=1 11=1 11=1 11=1 11=1 11=1 1=1 I i—I 1=1 11=1 11=1 I I—III—I 11=1 J I IJ IL—TIM,i 1IIL=111=L11=WJ IL—J1L-L11=LL=J ILJII-W-1 IL=111=111�IL-1 IL=1II=LLIJ I 1=1I�III�IL=111J11=W-1 IJ-11�111 2 PROJECT WEST ELEVATION 2 1 -300 '- A-300 AWcant of R—RJ: — - - - - - - - - - - - - ISAAC - RAE 11575 MAIN BAYVIEW RD SOUTHOLD 11971 T.347-276-6093 E.day@Isaac-rae.com ALL DESIGNS/DRAWINGS/RFNDERINWA=D DTNFA D6GMGRFSSE= FORTN HEREIN ARETHEPROPER=YOF ISAACRAE LLC,AND ARE PROfECRED °4 UNDERTKEARCHIrECNRALWORKS CommPRO—BON Acr OFS m W AC.FP,INGTH6 WWRMATIONYOUAGREENOTTOR6PRoDDLEOR CONSTRUCT O W WNO=EORPART,WRHDUf 1HEF%PUm VMRIRI b i'EAMLS40N OFISAACAAEARCIOIECIURE Project: Skunk Lane Residence 6370 Skunk Ln,Cutchogue,NY 11935 — —— — — — a'w„ r�'r,'—� Project No.: IR-02 SealtSlgnature: I F WNDON TOMETT a�m,,�AA,R�FG., � � r— � Y El - - - - - - 0CT = 6 2023 D CONSTRUCTION NOTES: ..- KEY xD,E -- 1 Pgo,rosEDsureATT,Rmxa Southold EO EO Boad offrustoe s I fTiono.;EO r W,wMN W CO.R,W�@i f&BLL Dare: Scale: IMDPOSEO sluao Asnrna _ _ _ _ _ Dra.leg rme: a =III=II1=111=—— — — — — — — I'_ — — ELEVATIONS --�� 1 I -- _ 1 _ I — _ _ 1 1 -- _ I I _ I I — ELEVATIONLEGEND: rm �� I� �� 11=1 11=1 1=1 I 111=1 11=1 1=1 1=1 I-1 11=1 11=111— —1- -�— I 1 I =1 11=1 I 1=�_ 1-1-1 1=1 1=1 I — 11=1 11=1 11=1 1=1 11=1 II a NEN P �_�� —11-1=�1.1=111 �1J=111—I1U 1.l=ALL-111-111=11 111-11L-!I.1=11�111=111-111=111 Ja=1 I I-1��11��11-1IJ-111-111=11J=111= 1�J��11�11=11U I= �- ® N � rrEW VRor®,.siwxcD gnxs�asmEn Drawln9 No.: -1=111�t1-111-111�tt=1t1=t11-111=1ti—�11-f 11�ttf-lt1-111=111�tt1—tt1=f 11=111� — 11®1t1—�11-f 11=f11=1fi1-'�Itf"-11 111�111�11-1t��11=f- N GnA� —III—III—III—III—III—III—III=1 I I—III=1 I I—III=1 I I=1 I I—III=1 I I—III=1 I I—III=1 I I=1 I I—III=1 I I=1 I I=1 I I—III=1 I I=1 I I—III=1 I I—III=1 I I=1 I I=1 I I=1 I I—III=1 �' 1 PROJECT SOUTH ELEVATION A-200 DRAWING ISSUE NO. DATE ISSUED FOR 1 saumaoTawN— 2 3 4 5 6 7 6 9 10 it 12 DRAWING REVISIONS NO. DATE REVISION 1 2 3 4 5 6 7 6 9 10 it 12 MS APPLICATION 6 APPROVED ONLY FOR MRR MWATEDONTMEAPPLICATMN SPEWCAT SNEE..ALL OTHER NNTTERS SHOWN ARE NOT TO SE REUED UPON,OR TO BE CONSIDEREDAS ERNFR BFRi 1 APPROVED OR w consuNeats T T E T C B A G F E D C B A i - - - - - - - - - - - - - - - - - - - °T -- - -- - - - - - - - - - - - - - - - - - .r MWOarR o,Record: i ISAAC - RAE 11575 MAIN BAYVIEW RD SOUTHOLD 11971 / \ A-501 Soo j / I i T.347-276-6093 E.day@isaac-Fae.00m // ! AuoFSICNs/wtaxvxrs/gErmmwvsanoanun osaosuRFs sEr \ I / FORM NEIiFINARETHE PROPERIYOFISAACRAE ILf„ANDARE PIIoIECTED 3 A. INAo—RN TIOSwFORNIATIONYW AGREENOi TO RFPRODOCE Oq PEg—NOFISAACRAEARCNTECMRE THE F1IP41OTl'1'RITIEN T ^"n- � ' I h/ ili 7• ®euLervanrE p gect: Skunk Lane Residence 1 1 6370 Skunk Ln,Cutchogue,NY 11935 —l— Project No.: IR-02 � l Ifs r 6R�`tI 11 i f I { OCT - G 2023 t II — 1=1 Board of Trustees _ — r—� III=1 II'=1II I�1=1�1=1�1=1�1=1IElI1=1�1=1�1=1�1=1�IEI�1=1�1=1�1=1�1=111=111=1�I ICI II � _�1=1�1=1I� _ =III �I �I��I�1=�I�6�1=�1=1�1=1 ��k41�I _�1= I I =l EE �A — �' -� 1—I 1 = —I m _. III=111�111-111- 1 I-111-1111 I 1—I 1 I—III—I 1 . 111-111 III-111 III- Date: tee: _ III= =1 I_I f III=I 11=111=11 -III=111 III=111-111=111=111=1 11 111=111=111=11 -11= =1 I I- -1 1 11= —� 1TI-1T1=11 =1 1=1 I IT1=1 1=111=1 1=1T1=1 I _ =1 1=1 = 1=1 1=� Drawing Title: —I I I—III—I —III- -I —III—III—III I I—I I I—I I—III—III III—III—II I—I —III—III—III— —III III—I 1-11— —I 11— 1-11-1 I I—I 1 I—I 11 11 I—I 1 I- 1 I-111-111 III-11 I-1 I I—I 1 -11 I—I 11-111— —1 I I I I i- BUILDING SECTIONS xT I=1 I I—III III=1 I I—III III=1 I=11=11=1 I=1 I III—III—III=1 I=1 I=1 III=1 I=1 =1 I =1 I I=1 I=1 11= —III—I I I III=1 I=1 I III=1 I I=1 I I=1 I =1 I =1 I I III—III—III=1 I=11 =11 III=1 I I=1 I I—III=1 I I=1 I=1 0 of Drawing No.: m 0 r1 Section 2 Section 1 1/4'-V-0" 1 1/4'=1'-0° . A-300 2 3 5 6 DRAWING ISSUE — — — — — — — — — — — — — — — — — — — — — — — — — — — — -izo NO. DATE _FS9UED—FOR 2 3 4 5 II 6 7 II 8 9 1.0 nrncsvr-EU 11 11 11 11 11 FLY-A—TT r ii 12 DRAWING REVISIONS NO. DATE REVISION — — — — — — — — — — — — — — — - - - - - - - - - - - - - -I— 2 3 4 III 5 6 ri I 7 a 10 W. NOICATEO ON THEMPUCATION SPECIFICATION MEET.ALL OMER M�SHOWN ARE NOT TO BE RETIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN CODES Consultants El: %141-00D.. I I r=-LI r-tj I— L :11 I=I I 1=1 I l�El I I I I 1=1 I 1=1 I 1=1 I 1=1 I I-i I 1=1 11-1 1 ITF I I 'on (L -T 46 ISA C - RAE 11575 MAIN BAYVIEW RD SOUTHOLD 11971 T.347-276-6093 E.clay@isaac-rae.com ALL SEf FOMHER XAIRETHEMO�OFIS�ELKANDARE�� IN ACCEPIINO TKINDERTHEMCHSWMR�ONMAoREEHOT70REPIiOD=OR MMISSI0HOFHMCRAEMME project: - - -- - - - - - - -- - - — Skunk Lane Residence 115 6370 Skunk Ln,Cutchogue,NY 11935 47- protect No, IR-02 III SeaVS]gn=re: V, E T T T CT 6 2023 Board offrusftoes Ft I LEI Date: Scale: TTTF-==FFFF=----Tf DAng Tift F 4 BUILDING SECTIONS I Ed 111=1�110 I El I 1=I I El I F1 DraMng No.: Section T11418, - 0. A-301 DRAWING ISSUE N0. DATE ISSUED FOR " 1 IBb-IB TONN1Thl� 2 i .. ___: _. - - 3 6 10 -, -- _ >z DRAWING REVISIONS �� :'::."�•s'`,�,*'.:,.,.;,:',,....;..':.;.:_.:�.....�_ .. NO. DATE REVISION 4 �i 6 8 4 5 to .. �%�. 12 THISA MJ010N ISA IPRGYFD ONLY FOR WORK �,�'. DidCATEG ONTNEAPRICATHIN SPEQRCATION ENEET.ALL 31' `� '��i OTHER MATTERS SHOWN ARE NOT TO RE RELIED UPON,OR 3-�• ' TO BE CONSIDERED AS ERKER BEING APPROVED OR IN 1p gc' h ComWtants r - ' ;.'•;�,;.. "',-aQ'. _`ice='r,.e zx=:,yy:��,:�`.:s=_ :.c=t°i-^ � �r i — _ — _ _ — _ _ — — _ — BI/A•1 _� - - - I _ _ f4 _ iLgts mAss - I 3 MC STAIR 4 Applicant of Remro: uewamFaslma 5 ISAAC - RAE i 11575 MAIN BAYVIEW RD SOUTHOLD 11971 -- ------ -. ..-----_c_y;;�, -- - ------- .. -.-_ ...-__------- ----- T-347-2766093E.clay@isaac-rae.com r------------ I;$ .. Ilryl ALLD6III�DRAWINGS/RETD)ERn1G5AND OTHFR DLSFIDSURES SET . '__________ ___ _ FORfN ARETME PROPERTYOFISAA ..F__________ ________ , II II INACGBrINGTN6 DlFORANRON TGUAGREENOTTG RFPRODIICE OR ; I-i ii'ii NNSTRGcr R,IN 1YIDIEOR PART,WRHOUTRIE FXRIgTTYRITIETI ' I ' ii'ii 1 - PERMLS9ON OFIEAACAAEARCHI1ECNflE I I;il "II 0— — ;_--__ ___=== i = —.-__—_ -----_"-- ---- - -- Skunk Lane Residence 6370 Skunk Ln,Cutchogue,NY 11935 II I ® --��- --- ---------- -- ------ -----" -- --- ---- - -" ---- ---- ------ IR02roject No, kz T{ m - - I I t�L ------------------- - POwTLOen WxNTO FOOIN(i LS1L_ OCT _ V _ _ _ III—II1=III—II - - - - - - - - - � I-11I-1I I-1I I ICI -1II-1I I-1 I-1I -1I-1I-1 I-1I I-1I I-1I I- - - - UU]86TEBPD3r -- - I 1,I - _ A-01 1 wsas®r I 1 r ^!'[1`f��Li4':ril -1 I=1 =1 'I 11=1 11=1 I 1=1 I I I=1 1=1 I 1=1 1=1 I 1=1 1=1 1=1 1=1 I 1=1 11=1 11=1 I 1=1 11=1 11= _. _DN, __ _ ____ _— T^ to _ � I — I 1 �a1fCi Ci IIIIS,.,F.S _.�G _I I— -.. ....•—III— — _. —I 1=1 11=1 1=1 11=1 1=1 11=1 1=1 1=1 1=1 1=1 1=1 1=�I ate. Scale: ,-�-.° _ _.-:—�- 1i-1-f•f=1t1-H1-�li'�tI-H1-1 It-'�H-1tI—�tH=f IiP-`°'� s B- � „�..... = I ',.:•.:.1.,:. ��.�.`: — I Drawing TNe: III-:�-�." . III—...: -='•:; . ... I I—III—I�1-1 I I—i I I I C I—III—I 1 I—III—III—I�I—III—I I a = = INTERIOR STAIR DETAILS — — — — — — — — — — — — :I -11 MI I I-1 I 1=1 I 1=1 I 1=1 I 1=1 11=1 11=1 11=1 11=1 11=1 11-- - 3' m --III-111,,,111-III-III-1�1-1�1 111„11�1=1�1 1�1 1�1-1�1-1�1 1�1 1�1 I�II;II�II;,1�1-1�1-�1 Drawing No.: co N O N m ,l FIRST FLOOR STAIR SECTION 1 FI RST FLOOR STAIR PLAN A-401 314"-1'-O" -— 3/4"=V-D" DRAWING ISSUE NO. DATE ISSUED FOR 1 muuwwTavNiwsLEEs 2 3 4 5 6 7 STANDING SEAM MITI.ROOF, B SNAP BATTEN PANEL 10 u 9.5"THICK COMFORTBATT 12 THERMAL BATT INSULATION R38 DRAWING REVISIONS I < I cm-O.C. ROOF FRAMING STANDING SEAM MTL ROOF, N0. DATE REVISION @16'O.C. SNAP BATTEN PANEL THERMAL THICK BATT INSULATION 1 THERMAL BATiINSULATION R23 2 G 3 T THICK CLOSED CELL ,.S;r 2X6 WOOD WALL FRAMING 4 U - 5.5'THICKCOMFORTaATT SPRAY FOAM INSULATION THERMAL GATT INSULATOR R23 116.5 PER INCH 6 j7 7 ALUMINUM HALF T WIDE INSULATION 8 ROUND GUTTERS THERMAL BREAK 9 2X6 WOOD WALL AND LEADERS RS FRAMING DRYWELL AS PER ,:a< — _ — _ — _ — _ — — _ _ — — — — — _am�e�_� 11 SITE PLAN -..'1 �i�{•.' ' ( 12 T2)'14 LVL ALEADER MIS APPLIDNTION IS APPROVED ONLY FOR WORN Al I TH INDICATED ON E APPNCANON SPEORCATION SHEET.ALL L MEN MITERS SHOWN ARE NOTTO 6E RF11ED UPON,OR — — — — — — — — — — — — — \'• — — — w — 19.l�� TO BE CONSIDERED AS EIMEA REING APPROVED OR W ConsuOants I I Cf I I TYPICALHEADER '. (2)14•LVL 2X12 WOOD ROOF FRAMING y- 2'W mE INSULATION @16-O.C. THERMAL BREAK I I I I — — — — — — — — s TIVETI—S 2X6 WOOD WALL FRAMING I I . I I � I 5.6•THICK COMFORTBATT THERMAL BATT INSULATION R23 BLUESTONE TILE AT I LANDING AND STAIRS 14'LVL RIM JOIST I I: I I 111 V'TJI FLOOR JOIST @16.O.C. _ ro.0 - 1 1 TYP. Applicant of Record: ISAAC - RAE n Wall Section 2 1/ 11575 MAIN BAYV15W RD SOUTHOLD 11971 LEAD CO ° COPPER FLASHING T.347-276-6093 E.clay@isaac•rae.com 2X6 BOTTOM PLATE ti ALL DE MXWDRAWINGS/RENDERINGS AND OTHER DLSQDSUMM ^ O 4• 5,S'THICK FORM NERSN ME ME PROFMMOF n AACRAE ILC,ANDARE PRO'IECRD COMFORTBATT ACCFP'nNOTHi6 aVF01LMAR YOU AGREE NOfPTO RETTiODUE£OR�G THERMAL BATT 14'LVL RIM JOIST .1. INSULATION R23 C0.'61RUCr R,M WNOIE OR PARE,WIIHOVLTHE EYPIICRW'RlTiel PERNI561ON OF I6AACRAE AR1.1inECt11RE 10'CONCRETE STEM t.' '.'•; `..e' WALL WITH 6'STEM AND S.S'THICK "A �� .,f� 4'JOISTPOCKET Project COMFORTBATT 12'DEPTHOF ' `�. Skunk Lane Residence THERMAL GATT INSULATION R23 CRUSHED STONE :;�; 2'THICK DOW STVROFOAM INSULATION R13 'r,L 6370 Skunk Ln,Cutchogue,NY 11935 mot. 10'CONCRETE '0'-4'" STEM WALL --� r•. '�� ! _,�o -�.. 5'CONCRETE SLAB Protect No.: :< 141YY TJI FLOOR JOIST �O�O�O�O�O�O.�OD ODO�O�O�O�Q0O 06000006 OQ�O '.s�. - }i AT CRAWL SPACE IR-02 @1s o.c. 5Oo000o0o0o0a0o0QOo0o0o000o QCo0a0o( o000 ``' ';. sea➢Signorina: " •�: jO�OQODOOO�O0d�0�0�0 OCW0c � �ODO�O�O�O�O�O�O�O�O WWMESH �OCOo0D. D. D. D. D.0o0o0o000o0.o000o0o0opo0o0o0000 :....- '._ •' jOr�0�000�000�O DO�Or�0000000�0�0�O�ODO�Q�0�0�0�000 `�� T.O.FOOTNG } �a l;`�- i', P7 g - E WWMESH JOOOI?OOOOOaO0ORO0O0O00000000000OoO0O0O000O0OAO0 i' `:?•.' 3'BELOW GRADE I'{{�} M et—iY }j 'Ii•Fi' [=T }�"'+.�t )000<:5001)000Q�o.�o�o�o�Q�o�Q�o�o�o�o�o�o�o�Q�o�oOQ..:..:. — — — — >QQOo0o0o0o0oOdOo0o0o00000o0o0a0o0o0o0o0opo0o0o (I z•THICKoowsTYROFOAM )o'flo Qo 0 n o o' oo' o o0 0 0' o o q o 0 0 0' _ -• — +{• �e I� r INSULATION R73 .' 0 �. o Q- OOQ aOoOQOQp 1 i QdOoOdoo •t: i r ,o00080 I L� 5•CONCRETE SLAB — — — — — — — — — ','o;`.. ''''�:.;;,'.'.`.; `;`:`• ._ :•.^'.�'1,".��)•�_. _ — ,,,�, �_.1r �' _— — - — ATCRAWLSPACE I=1 I—I 1=1 I=1 1=I 1=1 11=1 11=1 I—I I—I I—I _. I=1�1=1�1=1�1=1� _I�1=I�1=1�I=1�1=1�1=I�1=1�1=1�1=I�1=1�1=1�I O .. :...., :.`•. I�1=1�I I '-F' III=III = — 1TXIN CONTINUOUS FOOTG 1=1 I I—I I I=III=I — � _ITI— I I I III—III—III — — — I — — — — — — — — — — — — — — — — — -1 1-11`I-1 = — BoarCJ of II I I- I I—I I—I I=1 1=1 I=1 11=1 I—I —I I—I —I 11=I I—I —I I=1 i—I I=1 I=I 1=1 I=1 I- I I2'THICKXPSFOAM —_= T�,•t`s. JY `' .` -. I=11 I—III III III—III=111=III=III=11 I=1 I I=11 I=III=1 I I=III=1 I I=1 I I=III=1 I I=III=1 I�DARD INSULATICN R,D 1 1—I I III—�I I—III—I Data: Scale: _III I�•. '� - 12'X ST CONTINUOUS FOOTING ASNOLED ..... -' Drawing Title: II- - — — — — - - - -II -III— TTHICK FOAM WALL SECTIONS � — — — — — — — — — BOARD INSULATION R10 Di N Drawing No.: M N N 3 Wall Section3 n Wall Section 1_ __ „/2 „/z A-500 DRAWING ISSUE NO. DATE ISSUED FOR 1 IA•A•,. GDIDIgIDTONNiRUB1EB 2 3 4 5 6 7 8 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION 1 2 3 4 5 6 7 B 9 BALCONY 10 ss TYPICAL HEADER (2)14•LVL IRIS APPUCATION 19 APFROY GMY FOR WORK t•; WD60AIFDONMIEEAPPDfATMINSPEdR MMMISHUM ALL 0TNDRMATTERSSHI3MAREN0rrT0HERB=tMN,0R • T09E CONSIOf]iED A59Rmt 9EIIilG APPROVm OR N r WIDE INSULATION EPDM ROOFING , THERMAL BREAK Comltmts t,5 3r4•SHEATHING STANDING SEAM MTL ROOF, SNAP BATTEN PANEL FRAMING®16'O.WOOD ROOF 91 W TJI FLOOR JOIST FRAC. ,�� r THICK CLOSED CELL SPRAY FOAM INSULATION 2'THICK CLOSED CELL GWB FIN.CEILING HORIZONTAL CEDAR SIDING, R65 PER INCH SPRAYFOAM INSULATION SCREW AND PLUG TO VERTICAL RATIONS : 'R�a R65 PER INCH VERTICAL BATTONS SCREWED TO z;� 9.5•THICK COMFORTBATT :q`.,. 9S THICK COMFORTfiATT KITCHENDINING PLYWOOD SHEATHING _ THERMAL BATT jS,. THERMAL BATT INSULATION R38 ••y:• INSULATION R38 PLYWOOD SHEATHING WITH CEDAR BREATHER 2X12 WOOD ROOF 5.5*THICK COMFORTBATr FRAMING @16.O.C. THERMAL BATT INSULATION R23 yy GWB FM.CEILING `F 't•` ' 2•WIDE INSULATION `K 'y THERMAL BREAK BLUESTONEFINISH I AT PATIO COPPER TERMITE •` ;'.4`�• I TYPICAL HEADER 5'CONCRETE SlA13 FLASHING y+ - I MIS WOOD WALL FRAMING I I (2)14•LVL W W MESH Appievrt of Record: 5'CONCRETE SLAB ' 14tVLRB1JOIST I I 14 016 aC FLOOR JOIST 1 ISAAC - RAE 0 11575 MAIN BAYVIEW RD SOUTHOLD 11971 WW MESH �I S.... I I - T.347-276-6093 E.day@isaac-rae.c°m I 1 55•THICK COMFORTBATT ..11.:`• 1411 TJI FLOOR JOIST THERMAL GATT •'N i—,.f=aftW .-i~._'`,!e :iC `�-' ALL DESIGNS/DRAt�v RFNORiNGS ANOOr1OR 06CID511RE5 SET - ®16.O.C. I INSULATION R23 � FORIN HFRE1NAftETIG:PROPEIRYOFISAACRAE GO.A•ATARE PROTECT® —1=1I1=1I I DN MIEARCHrnw RAL,Y0M6C0MtlCJRgiN�DO OFTHERMALBATr ,.95D. 1'•:•il,•• •�}�If .'. '•vV'-�•` 55•THICKCOMFORTBA7r I I -`'• _ INSULATION R23A. - `•�-•�`-•I-III-III-II CONSRiDCf R,WIIOIE WiPARr,MTDroOT iNEEJfNlOTN1KITB1 _ III-III-III PfAA¢S90NDF6AACRAEARCHITEM E - III I11 II III—III—III-il •..,0:••!i',a•.s•.% :_.•�.:'.i _ _ I—I —STAB EDGEWNTURNED ,rx,r -II IEEE:-III-III-I I ':.::..::'.:;.. _ -_.,. •...: .,A ::- 1 „'-I I I-III-III=III=1 I I-i I I— �e�: DOWNTURNED rTHICK DOW STYROFOAM -v. _<..; — SLABEDGE _-_-_- I I Q�;- WSULAT,°NR13 _'°.-4.. . ::;-•I I1=1I I-I I I-I I 1=1 I M I MI I Skunk Lane Residence -III-III=1 I-1 I-III-I I-I ':-. x rTH CK DOw STYROFOAM O INSULATION R13 10'CONCRETE STEM WALL .;.'••_: %�••-I I I-I 11-1 11-I I I-I I I-I I I III=111=111=III-III-III-III _ W"TM S STE ANO4 :' - 111=111=1 I 1=III=1 I 1=111=1 I 6370 Skunk LD,CutchogDe,NY 11935 _ _ _ FAMILY � JOIST POCKET I-III-III-III-III-III-III-I 10•CONCRETESTEMWALL RGOM -III-III-III-III-III=III_ _ _ WITH 6*STEM AND 4'JOISTPOCKET 5-CONCRETES AT '•III—III—III—III—III—III-I1 ��- 11=III-II I-I I I-III-II I-III ;_'. ::'.,." . ; CRAWLGPACE :t..:... ': _ _ _ _ _ SCONCRETESLABA7 IR-02 -II1=1 11-1 11=1 11-1 I I-III-1 -I 1 I-I I-I 1 I-III-I 11-1 I I_ _ _ CRAWL SPACE —_— — — III-I 1=1 11=1II-1 I I-I 11-I 11 - _•,,' WW MESH .' , ,11 I-I 11=1II-III-III-1 I I-I I Sw66IgrIIADRG. W W MESH _ -I I I-I I I-I I I-I 11=1 11=1 I I-I '. _ _ _ { 912•TJI FLOOR JOIST Ir X36•CONTIN000S i%•` - — — 1I I-I I I-I I I-I I I-I I I-I I i-I I I �76 FOOTING . I I I=1 11=1 11=1 11=1 11=1 11=1 I f -� - -I1I---I1II1I--II II_II-I--- _ _ •J-: -_ _ _�N•_•--•N'.i� - :�. THERM I I1I GiTWDE INSULATION 11II §{!" VIL 0C C -2 0ALBREAK I- - I! •f tt �I I' I °KXPS AM _ 3 BOARD INSULATIONR70 _III- I_I I - i - 1 III _I I-I ,t. III I. I I 1r X 36'CONTINUOUS FOOTW G ( — 912'TJI FLOOR JOIST R d,_I i II i— I - I-I I III=III=II=-_II _-_-_---_-_-_—1I1=1 _ _ _ _ _ _ _ 1:�-11 Board o Srlst�es =1I I-I I1=1I1-I I I-I I I-I I1=1I1-I II-I I1=1I1=1I I-I I1=1II-I11- a)1a LYL -I I THIDK sFoy-1I1=1I1=11141I-II1-I I1=1I1=1I1=111- I 11-1 11-1 11-1 11-1 11-1 11=1 11-1 11-1 11-1 I I-1 11-1 11=1 11-1 11=1 ;III-1 I IBCi°I I I=1 I_-III 1=1 11=1 I I;III;III 11=1 I Dom: —I�I—III—III— III—I�i —III—III— —III ASNDI® Dr-In9 Title: a c WALL SECTIONS n WaII Sectlon 6 Wall Section 5 Wall SeCtlon 4 [V W DrmNlg No.: N O N A-501 xxmnsoEme DRAWING ISSUE ` cuzrumTrrE "®'" ,hcxr wxv"cnXa" oEsuucrierr NO. DATE ISSUEDFOR ec NOER:on 1 iavmia sounXznmvxrNrsrE¢ 2 e m®aoceueu: a,mecvr 3 n uEnssn 4 ooeuae w 6 E 6 °pQ1�E "" " r•ro t? r-ro t2• 7 000aEama I 9 mm cnarxromE uXwsanumr rnEmo¢ms of mow+ SO SNItERV91aPX,or G pOl@IENY91aTXnP pB '12 DRAWING REVISIONS N0. I DATE I REVISION NOTE 2 3 1. ALL FENESTRATIONS TO BE HAVE THE FOLLOWING 4 A. U-VALUE-.32 5 B. SHGC=.40 s C. LOW E COATING REQUIRED THROUGHOUT 7 2. CONTRACTOR TO PROVIDE SHOP DRAWINGS BEFORE PURCHASING ALL WINDOWS AND DOORS s 3. CONTRACTOR TO PROVIDE 130 MPH RATED WINDOW PROTECTION EITHER IN THE FORM OF 9 KEVLAR HURRICANE CURTAINS OR 3/4'PLYWOOD AS PER NYSTATE CODE. ss 12 . TH6ApPDG110N 6APPROV®ONLY FOR WmiN 6 5' 8' \ norn wmG1FD ON iIE APPINJOlON 6PEQiiG1N)N SNFET.A4 3• ' ,S�il•—� BEC N5H)B ASED BTOxERF11ED OPON�OR T0 TO4MWTTERS tMG 0WNA Hi BWG APPROVED ORw TYPE F GLASS DOOR OonsuXanb n P 1/2'=PROJECT WEST ELEVATION-CallOut 1 v 13'-4• a'-r E'•6• s-6• a•-r 3'-812• 3'-8 ilr O O O TYPE DA TYPE DB TYPE DC AppSearR of Rocmd: T-S ISAAC - RAE 11575 MAIN BAYVIEW RD SOUTHOLD 11971 T.347-276-6093 E.clay@isaae-rae.com TYPE B WINDOW WALL ALL DEBM /ORAWL%W RETIDFAa AND O6GOSUgE M TYPE C WINDOW WALL RmnN'mm""Re"�°"°aENrcwisucN"s"a""m"'g°"°rrnm uxpERn¢ANamrcnm+awow�savrwcxrmmrnwx acracivsa .._ Ixac,fPnxonus mWRfAADONrW AmRENOETORPPRaWfEOR /1 Door Leslend /1 NORTH ELEVATION WINDOW 2 n SOUTH ELEVATION WINDOW 2 ems'R'c`n'w'nn MPaa'`nnmunNe°e"e'u°T'v' �.J 1/2'=1'-0' i/2°=1'-0' 1/2'=1'-0' PmNssax oPsazcNnEARaarzcnmE Prgecl: 3'-617 3'-4 3'-4• 3'-51? 3-6• T-9' Skunk Lane Residence 3 Ty 3' 6• .- .. 3 6' y 3 T ` 1 6370 Skunk Ln,Cutchogue,NY 11935 Project No.: IR-02 saauSlgnat— id A A E 0 OCT m 6 ��! 0 0 0 � 2023 S0Utt1.7iJ Tmm Board of Trustees Dma: scab: TYPE A TYPE A Draring'n'le: ALL TYPE A TYPE A TYPE E WINDOW WALL TYPE D WINDOW WALL WINDOW&DOOR SCHEDULE TYPE E WINDOW WALL FLKED OPERABLE EGRESS N N o Drawing No.: n Wlndow Legend 1 EAST ELEVATION WINDOW 1 2 NORTH ELEVATION WINDOW n SOUTH ELEVATION WINDOW 1 A -505 1/2'=1'-0' 1/2'=1'-0' 1!2'=1'-0' 1/2'=1'-0' 6370 SKUNK LANE SITE PHOTOS *A� � � .� t. i � ,s �n it. a_ r a. REAR FACING VIEW OF EXISTING STRUCTURE, µ .c:�••"t" — _ is' � �v. �. i EXISTING EXTERIOR BRICKr .e } f`E. A" �.k 17n,�.A'�t�•�4 �.�t I .mot f � ^'�• � � 1 �\ ► i + r \� v d )�� a w'► AO\�,, �` �,...,�.,. ,y .�•- .,�.4, P.:ia•,` c:��+,�,�, ,xF�i'd4 al s a�. .nC "'�►,�d''�IG�'•�Or ,,4 � i._,,,�4; ti ti M f. J SIDE VIEW OF EXISTING STRUCTURE AND PATIO 1..,,•j��,.`�1�� zi i,r1'.�'�,��f� ��A'� � ,�� r��/ r� f � i.,,r{ *r •,,Q�r ��.' ,�S'��.��w � r y � R o sale-�'4' _ -- �-•'_r"'�r"—` - + ! 1 .- � .• .-tom - xe�- -"'i ,� '- . 14 L� 4 6370 SKUNK LANE SOUTH-FACING WETLAND SITE PHOTOS (in addition to structure and plot photos already submitted, as requested) SOUTHWESTERN WETLANDS a 2 Imo"�� ,r... •_ r. F i I x, h' Air r � t ',v 4 t r T� - ! } ,3 W 4 • �' � � Aires i "fMi, ♦3 :ti r� > rQc �:!' ��t� .,, Y. a' ` r 'Y%i..v,: ,� `,�rao 1 a`;r r. It r ji aj'k .` 3 `fir lz�j J,J !JZ t tom♦* �� r ti✓ �a � ! Y �K � �c �7F�y'�wt �, #[".`,�. h _¢ Y. + �t pi. 1, ♦ t S •�' �± 1,{:taV@Y' ,^ �y Ji#yj Y M.. r 'to i r+fr•r/ ;r r .l j� 'l� �r� f r 1tx�(� � t ♦ I� �Z ♦A, r 1 fir• 1 r� �"t R� 'e \..ice t�. ' tr• �' ;l�yrye �� J�� ; •�w 'i�� -y'-.. +,�l�` S7s�"�,`�,�/e sf�3.Y��rJ.�,, t,�:t - 1 SOUTHEASTERN WETLANDS t� 17. �y � f t Y � t • . F t JEELA 161 Ida { �4m • f=. a .•r ♦ bi.� _ mires p� mg0.gD \y,a �'3r p LITTLE " ' n01 \ "°a c• ,1 wa�iFO�� r. 0.1.,p� p T 6 � ' O• 6 � 9 ,n.us'Wcl FD x�--�_..�17(L_D=-- xTo, r ' a, � '1 M1 ��N,,+ u11 � � •w ��. �� lD.��—�—. q \4 9 o-a,ai xi�i oz � ,�' � 3 $ nag O e � .* • ,iM° , V^W 1+ �� n� uT1 •� t3 Wc) m,yc,�\` II s 9+ a N ww e + + e` a,•" „�9'1' `�, +e BROADWATERS COVE 11 t� la TOWN OF SOUTHOLD ,a a 12 1• k nN i a i't'ex a '�'R„',r,.p A �: �- ^"' t •o �. 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I-.1I,.k��I-�I'II'1�,I'w II,I I1 I�,�I1�I I 1I I I.,II77�.�11'I I I-,Il t.,I; f'�.I"'�I I,III.�1�.1I.,.,I1 II"e II�I,,�I uI�,II I'.I I.I�1" I Ir I 1I 1II I�,�1I I"I�I I I1.1,.II1 I I 1III,,I1 I 1I'I I I,I�.. ."1I I1 II I I,I II�II.I'II 1.Ir�I.I,�I�1 II.I. I 1I.I.�"1 I1I,I,lII 'I III 1 I'1 I I. II I. 11 1,I1 II II II z II I. II II II II NOVEMBER 30, 2009 UPDATE SURVEY - ' ,,^ MARCH 16, 2011 ADDED PROPOSED SEPTIC SYSTEM f,iy, i WILILY 29,,.: .: . ', 2010 ADDED HAY BALES ` ' ,. DUNE A5RI2018UPt3ATE SURVEY IAND ADD SITE PLAN . '.:I 0 I . DEC54BER 23, 2019 .LOCATE WETLAND FLAGS , • 'NOVEMBER 10, 2021 REVISED PROPOSED HOUSE ,' , , , I . _ . w ,' ,+ � TOTAL LOT•AREA = 24,561 sq• ft. t KEY MAC . . .5 cc. Us �r� � �� , '. UPLAND -AREA = 18,624' sq. f#. . SALE 1 =600 ,. , .5 ; _ LIC WATER .. I.,�I.II�',,,�,.II_,,II".�IIII�,"'��I:I I��"�,I,"1'��l�,,,,,,,"I,,I,�'",�",.'_,l�,I1�,,'I1',,`,,I,�'�I-,,-II�z�'�i_,11I,',I I�;'i.I %.I.II,4�.<'�I m.-p 0-%A�-O�0,IlL.,,l.6m.,-I1,T 2-I."I,.0A V��_.�.00",_I A_,4=�fV.t�4"2--AI.L-UI.40,I I.=-� A.*01 v 0... .l c,I3ok e��p*l--r-6*�.5(�I1..I/'.I�krI o,�(nyf x IAiA�,I"I 1 8,Yi%f-�,�4,t\-.11:o.,�-%�jI4),�I-I9'IC.\..0\1,-\-0\-/_I1 f X-I.3-.`-_-_.I.1.*..1 N�.._.-,\��,."- 1.1'�1 NrV%''.,_�_I.�.�v N-.��.].,./%�''-.,,*.,*.,-v.%.1;"*.�".V.,*,...:.'.,�,.*..,�.1�.A.%%.._1.*,._.*.,f.._...%.._*%.jJ..`'_:.*I1-i:_��..%.,-'.:,..*j�. TODD FEUERSTEIN . . f x_�..i.*.*.-...1. /.II I).�,I'�,,�I:'�,,I',-�I"'�,�",�"�,I�,1""m'',�'�'I.�_ii1,,,�I1.II,�,II'�I,I':'��1, +� ,`i 1. ELEVATIONS ARE ,REFERENCED TO N.A.V.D. 1988 DATUM x•S'�' c`aCw N- . . EXISTING ELEVATIONS ARE SHOWN THUS:�{t ",_�,��.l_,"I1,'�",,!-I'�1,'�,,,I,,II"L�,_.,,"��-I,I,t�.�,,,II ,1II,',I"II*I�".I"1.�,I,II,-III,I.��,I,�,-.,'��III,'1-I�I�1'�I II I,I1-1,.�_��1��I,.Ii'I�II IIII,I_II'.I-III_:I"�.,'I%I�tI�","�i4-,�"I�,I"�,,II.,'1�,,.1'�,,I�O_�,�.I__L1I;U�II,I,I_�,��T__II,I.1 YI_-.�,I II�1I_-�I PI 1I I fI,I I�I-I 55 II I.I I- 1I�-I:I,I*:Im I".I':I�,a,..1�*Ca(-P(l Z-�"qIP1Z"t0I',a"%.j-I_,�.-.i�'�5 I-t"*=.,I�-O W�NIiI�.J-l,.��,�"4�,.4'.'I'1l l I�....�.,'."II.:1�',��,11..�I-L.i��I".I I\I, -E�1 I,. ---*V1;,j*..v-*-.......-!.,".lj�ft.-.-.,,7...�-*_-,.-.�.--�;,N:...--`-.*�-.,4,1.:.I*..11�1..%'�v.,I I.I,l -\-...,*-_...,'.:'\%%.��..N.*\_3_%..I.:..f'A��.-_'.-..::".A_',-o',.-.k*V.�*.",.._,.11....-.._*�..*.%:"*-.*..-_..-._.-\*.�,.: .s-.*1-.'*v.I f0-"4. .").,11:*.*%..�..,..-.,_......i,..*.-L�.N 4..%-i.,..'.*- O%..;.*i�-.,.1.%,.`,11.,.1'..�1..-1A%.1..,......-�*.,�.I.1. ,*,.....*.,."�1.I...,",%..1.N..%w..,.�.A-1.�.1*.,..,....*\I%*.1.*_-...__."7.......*..%\.I'...*1.*.. µ 'i �' EXISTING CONTOUR LINE -S ARE SHOWN THUS. -- --- -- • ° ' " xm? ` • aa` : p0' PROPOSED CONTOUR LINES ARE SHOWN THUS: ' . tn� ,� Qum `� W, . ..'.`_. .' '�° v 415 F.FL FIRST FLOM . ' A r I, ;r, • -• ' »., •" ,,, . , 4 + X4ft .- , .. r \ a 'a !� _ - ..G.F» � nARAOE FLOOR - , .. . -. .. 4 a •a ,°• a A" . a .t ` 4 » I ./ ; Y r4 4,»t -- . > *4 . T S T.W - TOP OF WALL i S,.•_. ,._. - �_ .... �S _a .� ,7•• $--, ... 'a, » � p''•O, a J Ji �aG-^1 C 1K - $OTTOk1 wht l., „ • �+ 'a.. • ; *A "a: '. ;?' * ' :,*; ' .- i0 '0 2. FL{9C�D ZONE INFORMATION TAKEN FROM: „ » 4 �' �+, " y4 t : ' _ FLOOD INSURANCE RATE MAP No. 310:SCfl1 f>4 H`^ -___ 6 a 4 �' .,da Er�E OF PAVEMENT , ' .r J a a� ? '2 t. ~� �`�� ,,� . I '`• �' ZONE AE: ,BASE FLOOD ELEVATIONS DETERMINED ZONE X: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1°la ANNUAL CHANCE FLOOD M � -i AUK WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE ,, �. [ , # � X g --.. " , „.� .z ..;- o -j 1 1 T AREAS LESS THA ----- _ __ _ Z`' #. /va 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. ' t �' . 4. MINIMUM LEACHING SYSTEM FOR A-.4 BEDROOM HOUSE -- -' t ,tea I IS '30 sq ft SIDEWALL ARFA. ` ; , Fu a r..a.arw.. " a, * ; :» » t 6 POOLS; 2' DEEP, 8' dia. . I, , 4 ' / «o i . PR©Pt3SEl� ; 0?6 I"UTUttlw EXPANSI(3N POiL . 11 I . ', 1 .- PROPOSED 8 ,DIA. X 2 DEEP LEACHING POOL : / PROPOSED BUILDING COVERAGE ' '. '� I ;» • �, r/ „� �, OVER UPLAND AREA (18,118 sq f# ) =;, � ' , , .. + r .. \ lLt ° t' I 4; ` C C' C3ESQRIPTION AREA X! LOT GOYERAGE } DISTRIBUTION BOX ,,i,� »i,a ,' t,. ,. ,fit $5 .. GA RAG 44q s ACTiO AN ," �, �.' ��::�:�°'•' :: � t 2.�Ix HYDRO N 440 t A OWTS " N •� TREATMENT TANK ,"' t`a. ,, <,, '3" f'. tJ .R tVIAL �11LtT W7 a,� 2 211 +� a ft. 1 q 2X , . . . mY t^.s f+ t ti �. S. •!•.• aura 'Q 5`.A. ��• T flF W HE LQCAT Q ELLS I N AND CES: SPOOLS SHfl�yjy� jj�� I t N ',' AA •HEREC9N ARE FROM, FIELD LD . s' :;�c. ca . ' t�:;,x, r:. 0 V r.• OBS AND ER AT O S OR I N DATA fl ::, x STAINED FROM flTFiERSr `3'i. 'C/ { ...,� ♦ - EXISTI NG CS,,, k`., ";� : :� .:��::: POOL TO BE PUMP P.:::::;;:: .•:. M ED CLEAN AND EITHER BE REMOVED QR FILLED �:: WITH °, 44,•°' .. . v�_«:.::,---::,•.: �' a PROPOSED TOTAL COVERAGE �, , E.;' �}t< ;i�: ::`:` CLEAN SAND AS PER SUFFOLK COUNTY t3EPARTMENT OF HEALTH S t, t,,s; ,-:, ERVICES STANDARDS. -, ::_:::' t ., '_ :r OVER UPLAND AREA 18 118 s ft.C. . t �.S :: 1 ' ;' t }. , A ::�r . :: ` .f*. :: +' ., ;, DESCRIPTION AREA„�, ; % LOT CCIYERAG ,i,k f .x-:: HOUSE 1 771 ! 'ft. �. .3i. "r' a'1 a y VA q• 1 4' '^"^',i 1 ;.1t'I• ""Ott ^ �!'"i: �+ :.'a':1^'�''•::'.'r:':7:T":'• y.,�: -J•., t ,. ''^ r -' ' o .fJ '!�.,7 yr• y - '' 1 :' : �;.4,:,'i `;, �r, ,�. F1Ao a GARAGE •4JiO sq. ft. 2.4M 1 Cs S� > , r,:. � +'`j' , 1 :.»,,,4,• •,,, I EN I"R1f TERRACES 14 sq. ft. 1.1 AC. ?� j� ?':•:.} z : yt ' A !tft f REAR TttRAC€ 79n sq. ft. 4 4?6 t'.'i i i c� ,f t A tnrAL Rnf s n a21 ft. ,'x „ ...•t.:, ": ~. . to HOUSE ROOF AREA. 1 s ft. 1 �:.; 1 c3' , q. ft. = 301 'cu. ft. 71 s X 0 17 1 .: ; 301 cu f# 42 vertical ft. of 8' dia. leachin re uir 1 .::'::. .... :_:. .. PROVIDE } - AIN POOLS - . , g pool qd 1 �`%11'*. � .`' I . t� 4 8 d1a. X 2' high STORM , t r 1 '!" I ' ` GARAGE ROOF AREA: 440 sq. ,ft. .pox 1 , t --� i -- ^,, ,, 440 s . ft. X CI.17 - 75 `cu. ft. . »T t z •�'..:..,.:: Nod E otic BY' olV ?.3,r�`12ff 17,1 _ ' ' _ ' 1 1 x 75 cU ft 42. 8 vertical ft of s dia. leachin : , �, t� t..�., ET. 6.0 2 1♦ g pool required 4 .- .�1 � ' d n' .PROVIDE (1) 8' dia. X 2' high STORM DRAIN POOL & _ ,� I t09Yif LOAMY SAND ti :''":'� 1 PROPOSED 8 DIA. X 2 .DEEP DRYWELLS WITH t \ �:`:`::' ':�' GUTTER LEADERS FOR ROOF RUN-OFF ._'-4A,3&�:,...��s...�.,-1.1 1,�3 o I I::l I I,II 1��:I-xf f4.MIV�rfA_a-�1v.t1�-Ir.II."I f,__1!�o,Z I,.�4�r. :: 1 \�* - 1 $( PAI1w BRow11 FME SAND SP : ' ts+ ,� .. 1 A1 . ci? '' -- - ..» HIaH�sT Ear cRDUND WATER s.n' •,3 ...,.,, co -_\_ , t ', pt1� TEST WELL No. USI;5 410021=U� 7s187.t WATER IN ,JpP PC PALE SRM FINE SM .- C'3 � ' „ , sty, /' \ \ + o ° s & ;, , I . PREPARED IN A CE 1 rTH THE MOOMW STANDARDS FOR TITLE SURVEYS AS fSTABLISFE w + . ' BY THE U A.L& AND APPROVED AND , • FOR StKI USE EW YOC2It STATE LAND ,y` DI � US; : yyy I>w , '� ~ ,' {,vry• k, - .».-n`. . , f �� BAR R j �,`,I : e,, ' i' ,1 ,•, ''n, " I � ,f :' :1- ",,�, >, N.Y.S. Lic. No,, 50467 .k,:!„ ;+ ,lo Ir NAUT}tORM ALTERATION OR ADDITION " • "� wf SECTION 72D9 OF THE NEW YDI�K STATE *� '.. ' .. ,pp1' TO TFES SURVEY IS A YIWATtOi OF COPIES OF 7HS SURVEY MAP NOT {rt`. `::;,' :� BEARINn i?;�,.."'^ EMBOSSED 5x1RVEYDR'S INKED SEAL tMt ,, SEAL S NOT BE C ERED 1t y,` ;,� ,• TO BE A VAUD TRUE COPY. ,1 ,I ,, '' , _ : SHALL RUN �Stanlsy . Isoks :+,f'a• ol�ro PEN Successor :s: n. Jr. t»S. F,li;. ` .,, CO RNMMEWAL Ac NCY AND " rifle S s -, "Silo Plans THE SURVEY #oseph A Ingegno L.S. ;,,k IS PREPARED, BEHALF TO THE '1' a C{ dPANY, SllhdtYiBHtJl9 1 ', LEN DING 06MUMN LITIM HEREON, AND arI I - Const/ttctiwt f ayaut ,;t ,. E ASSIGNEES OF THE TENDING tNT17Arr PHONE {631)727-�2094 aX {631 ^N°' ;'t> TUMN. CERTIFICATIONS ARE NOT F 727-1727 THE EXISTENCE OF RIGHT OF 'WAYS t �trG47M AT 1ldAA!lUIVG ADS -,?'4r;.Y` t AND/OR EASEMENTS Of RECORD, IF 1586 Main Road P.Q. Box 16 `,` ,;,� ANY, NOT SHOWN ARE NOT GUARANTEED.' Jamfesport, New York.11947 Ja orL New York 11947 J ', rnesP I > ,� . . __,_ _,..,,,,,.,v._.__ _,.,, _ _�