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Home My WebLink About1000-114.-1-6 OFFICE LOCATION: P.O.SoMAILING ADDRESS: Town Hall Annex 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) C.12-`'_ �' :` Telephone: 631 765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: December 16, 2024 Re: LWRP Coastal Consistency Review for ADF VENTURES, LLC SCTM# 1000-114-1-6 En-Consultants on behalf of ADF VENTURES, LLC requests a Wetland Permit to demolish existing two-story dwelling with attached deck and remove existing septic system; conduct construction activity within 100 feet from the top of bank in order to construct a two-story, single-family dwelling with attached garage, porches, patios, outdoor kitchen, I/A OWTS sanitary system, and driveway, all to be located more than 100' from top of bank; construct a 20'x40' swimming pool and 1,346sq.ft. grade-level masonry pool patio; install 4' high pool enclosure fencing, pool equipment, and a pool drywell; install stormwater drainage system; plant five (5) native hardwood trees within 100' from top of bank; and to establish and perpetually maintain a 15' wide vegetated non-turf buffer along the landward edge of the top of bank. Located: 1775 Point Pleasant Road, Mattituck. SCTM# 1000- 114-1-6 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with LWRP. 1. Increase the width of the vegetated buffer to the greatest extent practicable. 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 LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 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 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). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- 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 RE.C F 9d D SCTM# 114 - 1 6 DEC 0 9 .:u-,'4 PROJECT NAME ADF ventures,LLC Soutnoia i uwn a The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 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: VN Nature and extent of action: Demolish existing 2-story dwelling with attached deck located 21 feet from top of bank,and construct a new 2-story,single-family dwelling with attached garage,porches,patios,outdoor kitchen, and driveway,all located more than 100 ft from top of bank;construct a 20'x 40'swimming pool and 1,346 sf grade-level masonry pool patio located at least 50 ft from top of bank;install 4'high pool enclosure fencing,pool equipment and pool drywell;remove existing septic system located 73 ft from top of bank,and install new I/A OWTS sanitary system more than 100 feet from top of bank;install stormwater drainage system;plant five native hardwood trees within 100 ft of top of bank; establish and maintain 15-ft wide vegetated non-turf buffer along landward edge of top of bank;and maintain area seaward of top of bank as non-disturbance buffer,all as depicted on the survey/site plan prepared by Metes and Bounds Surveying, dated January 22,2024,last revised November 4,2024. Location of action: 1775 Point Pleasant Road, Mattituck Site acreage: 1.53 acres Present land use: Residential,single family dwelling 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: ADF ventures, LLC (b) Mailing address: c/o Fred Fragola,Managing Member 138 Oregon Avenue,Medford,NY 11763 (c) Telephone number: Area Code 631-654-1771 (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? 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. ❑Yes ❑ No ® Not Applicable 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 1 1 Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ® Yes ❑ No ❑ Not Applicable Consistent with the objectives of Policy 4,an existing dwelling located approximately 21 feet from a top of a sloped bank will be removed and replaced with a dwelling located more than 100 feet from the top of bank;and the proposed swimming pool and patio will be located at least 51 feet from the top of bank,all within a FEMA-designated Flood Zone X and in compliance with the minimum top of bank setbacks set forth by Town Code Section 275-3(D)(1)(a). 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 See attached addendum. 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 } LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR ADF VENTURES,LLC 1775 POINT PLEASANT ROAD MATTITUCK,NY SCTM#1000-114-1-6 LWRP Policies 5 & 6 Consistent with the standards for issuance of a Town wetlands permit set forth by Town Code Section 275-12,the proposed replacement of an existing dwelling with a new dwelling and swimming pool would not adversely affect Town wetlands but should in fact have a net beneficial impact on the adjacent naturally vegetated bank and tidal wetlands ecosystem associated with Mattituck Creek. Specifically,as a result of the below described design elements and incorporated mitigation measures, the project would result in increased vegetated buffers and separation distances between structures and the adjacent naturally vegetated bank and wetlands; potentially reduced runoff and improved runoff quality; and potentially improved groundwater and surface water quality, thus also furthering the respective LWRP Policy 5 and 6 goals of protecting and improving water quality, and protecting and restoring the quality and function of Town of Southold ecosystems. A) Project Design 1) All new construction would be located more than 100 feet from the tidal wetlands boundary associated with Mattituck Creek. 2) The existing dwelling located approximately 21 feet from the top of bank would be removed and replaced with a dwelling located more than 100 feet from the top of bank; and the proposed swimming pool and patio would be located partially within the footprint of the existing house and deck and at least 51 feet from the top of bank, all in compliance with the minimum setbacks set forth by Section 275-3(D)(1)(a). 3) The existing dwelling, which is also located seaward of the "pier line" defined by Section 275-2, would be replaced by a new dwelling located landward of the pier line, in compliance with Section 275-11(A)(3). B) Additional Mitigation I) The existing conventional and nonconforming septic system, which is located 73 feet from the top of bank, would be removed and replaced with a low-nitrogen, innovative/alternative sanitary system (I/A OWTS) located more than 100 feet from the top of bank. Unlike conventional septic systems,the I/A OWTS is designed to significantly reduce nitrogen loading into the groundwater table. 2) A stormwater drainage system consisting of leaders, gutters, and drywells is proposed to collect and recharge roof runoff; and a separate drywell is proposed to capture pool backwash. 3) Five(5)native hardwood trees are proposed to be planted within 100 feet of the top of bank to replace previously removed trees. 4) A 15-ft wide vegetated non-turf buffer is proposed along the landward side of the top of bank, which would provide a sink and filter for excess nutrients contained in potential surface water runoff before it reaches the adjacent bank and Mattituck Creek. 5) The naturally vegetated area located seaward of the top of bank would be permanently maintained as a non- disturbance buffer. 6) A project limiting fence would be installed to contain site disturbance and potential surface runoff during construction. i See attached addendum. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes FIN o® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold wa.-r-de endent uses and promote siti►. .cif new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 59 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 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 PREPARED BY TITLECoastal Management Specialist DATENovember 18,2024 Robert E. HMTrXbh Amended on 811105 ao It Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM `b PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Q� 1000 114 1 6 STORM-WATER,GRADING,DRAINAGE AMP EROSION CONTROL PLAN is rtc Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM#/WORK ASSESSMENT es No a.What is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm-Water Run-Off (include Total Area of all Parcels located within 1.525 Acres Generated by a Two(2")Inch Rainfall on Site? X the Scope of work for Proposed Construction) (S.F./Acres)) (This item will include all run-off created by site b,What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed 0.69 Acres Site improvements and the permanent creation of construction activity? (S.F./Acres) impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed \ / ❑ PROVIDE BRIEF PROJECT DESCRIPTION(Provide Additional Pages as Needed)) Drainage structures Indicating Size&Location?This f�( item shall include all proposed Grade Changes and Demolish existing 2-story dwelling with attached deck located 21 feet from top Slopes Controlling Surface Water Flow, of bank,and construct a new 2-story,single-family dwelling with attached 3 Does the Site Plan and/or Survey describe the erosion ❑ garage,porches,patios,outdoor kitchen,and driveway,all located more than 100 and sediment control practices that will be used to ft from top of bank;construct a 20'x 40'swimming pool and 1,346 sf grade-level control site erosion and storm water discharger.This masonry pool patio located at least 50 ft from top of bank;install 4'high pool Item must be maintained throughout the Entire Construction Period. enclosure fencing,pool equipment and pool drywell;remove existing septic system located 73 ft from top of bank,and install new I/A OWTS sanitary 4 Will this Project Require any Land Fillin§,Grading or Excavation where there is a change to t e Natural system more than 100 feet from top of bank;install stormwater drainage system; Existing Grade involving more than 200 Cubic Yards plant five native hardwood trees within 100 ft of top of bank;establish and of Material within any Parcel? maintain 15-ft wide vegetated non-turf buffer along landward edge of top of 5 Will this Application Require Land Disturbing Activities bank;and maintain area seaward of top of bank as non-disturbance buffer,all as Encompassing an Area in Excess of Five Thousand depicted on the survey/site plan prepared by Metes and Bounds Surveying,dated (5,000 S.F.)Square Feet of Ground Surface? January 22,2024,last revised November 4,2024. 6 Is there a Natural Water Course Running through the Site?Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres:including disturbances of less than one acre that ] Will there be Site preparation on Existing Grade Slopes X are part of a larger common plan that will ultimately disturb one or more acres of lands; which Exceed Fifteen(15)feet of Vertical Rise to ❑ 1 Including Construction activities involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit is required for storm water discharges_. p (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit O Will Driveways,Parking Areas or other impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off ❑ \ 1.The SWPPP shall be prepared prior to the submittal of the NOI.The NOI shall be into and/or in the direction of a Town right-of-way? Lxl submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, ❑ , required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit. In addition,the SWPPP shall Area?(This item will NOT include the installation of Driveway Aprons.) identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. NOTE:If Any Answer to Questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 5,000 S.F.&1 Acre in area, component shall be prepared by a qualified Design Professional Licensed in New York a Storm-Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that is component sknowledgeable in theprinciples and radices of Storm Water Licensed i Management. Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. P g (NOTE:A Check Mark(X)and/or Answer for each Question is Required for a Completed Application). STATE OF NEW YORK, Suffolk SS COUNTYOF ------ --------------------------- That I, Robert E. Herrmann --------------, being duty sworn,deposes and says that he/she is the applicant for Permit, -- --------------------------- (Neme of individual signing Document) And that he/she is the Agent for Owner-----------------------_____ ---------------------------------------------------------------------------------------------------- (Owner,Contractor,Agent,Corporate Officer,etc. Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed.in the manners set forth in the application filed herewith. Sworn to before me this; 18th day oNovember 20 24 ,___- .... ... 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(P7) �... .. ret lsa6 nlnrlE A 5ooc y.v� DECEIVE SEP I 2 4 2— 0 24 Southold Town Rrqni of Trustees xID U] bs'';m �pyvs / �� AA—il,e'G—GwILIO/12' FLAG. 42 --------- 4,.V.rr—Dable d6ght ----------- --------------- ----—----—---------------- 111�1 2 ------------- ----------- ---------------- ------------- ----------- ------- ------- —.--........... ---------------- c -------------------- ------------------------------ "215 --------------------- 311 \ �7 Prrp—d ---------------------------- SDR- — Ni 1 DR/fogy p ------ ................- .......... t�rta3,'12114' Prcw-d Meadow w kxwlg i a C1.0 -d pr-p o�d D�I�y From.Mdrq FFE,255 rirg-b Sxq—,17114. _ / LOT LLJ BFE-17.5 V'.,—tl—1 A/E E IE I !a4 AIC ------------------------------- ---------------------------------- --- —------—----- S2 --- ----- ---- -- "Wo cal 1.3f— fAlD I Fi O car UA O.;f RixwTdercFon I 'p-,VIrjq14,6' pbnta Szl—trcri XI/V FG 4/5' —n-e41V 5oY�byIVd W/ Upxd 141Y' Nb-�Ob i—i—,tll "irr"BPt,f+e�41 V7 A,tl,,P—h B1,5—'* 1-L—ib 7/8'tx 6- 5t,,. 2 co: TF,rrcrxtv L1�e-,It fenceV.1 oe—%+tPled .Itr.the rdim d t—i,bi: -(W)G"A—v b.'e. 1 1 ADF VENTURES LLC,1775 POINT PLEASANT ROAD,MATTITUCK 1 �K k9':n . ..�r.wa.+.�.x•+aa•••�+ ...may` rffJflfvrr_.- a _ _— rr Figure 1. Looking north along top of bank(right)and waterside of existing dwelling(left)located 21 feet from top of bank, to be removed and replaced with new dwelling located more than 100 feet from top of bank. dim •r . .z Figure 2. Looking west toward existing dwelling from vegetated area seaward of top of bank to remain as non-disturbance buffer, and over location of area within 1 S feet of top of bank to be restored and maintained as vegetated non-turf buffer. r ADF VENTURES LLC, 1775 POINT PLEASANT ROAD,MATTITUCK IQ rip .:��:�. .y: .fey ♦fir. 4T�` l.�lk , Y� � _ c h Figure 3. Looking east from existing dwelling toward top of bank,location of proposed IS ft wide vegetated non-turf buffer landward of top of bank,and vegetated area seaward of top of bank to remain as non-disturbance buffer. J' m m -= ;1 C�' .. •fit, Figure 4. Looking east over location of proposed dwelling to be located more than 100 feet from top of bank;and toward existing dwelling and location of proposed swimming pool to be constructed within most landward portion of existing dwelling/deck footprint. ABBREVIATIONS AND kIHLChFdAP RISER DIAGRAMSHEET INDEX VF PLACARD CODE DATA BUILDING DATA Sheet No. Description NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, w2020 RESIDENTIAL CODE OF NYS FLOOR AREA BREAKDOWN ADO ALKALINE COPPER QUATERNARY IN INCH(ES) SAS SOUND ATTENUATION BLANX=r PRE.ENGINEERED WOOD CONSTRUCTION ANWORTIMBER ACT ACOUSTICALTILE TNT INTERIOR SEC SECTION C-1 Code Data CONSTRUCTION IN RESIDENTIAL STRUCTURES w ENERGY CONSERVATION:2020 RCNYS Floor Level Edsting Proposed Total AL ALUMINUM INV INVERT B.F. SQUAREFEET Building Data do ewmd•aa•WhTde1BNYCRRPARTI BS) wSTRUCTURALB LATERAL DESIGN:2020 RCNYS ALT ALTERNATE JT JOINT SIM SIMILAR K g To.Townmsomhala Stair Vestibule 141 AFF ABOVE FINISHED FLOOR LA KITCHEN SPR SPRINKLER(HEAD) .Scope Of Work OWNER OF PROPERTY:Fred end D.ma F2gote PLUMBING:2020 RCNYS soul ASP ABOVE SUBFLOOR LAV LAVATORY so SQUARE M i c h a e l LotDescri lion 9UBJECTPROPERTY(ADDRESSANDTAXMAPNUMBER): •ELECTRICAL:2017NEC,NFPA70.20178202oRCNYS AS. ALUMINUM SADDLE LVL LAMINATED VENEER LUMBER SS STAINLESS STEEL $ A.P.B. ANTHONY POWER BEAM L.C. LINEN CLOSET STC SOUNDTHANSMtSSDN CONTROL p 17r8 Polm Pkeaam Rwd.Mamhck trl 11B52 First Floor Level 3,01Baq.R -MECHANICAL:2020 RCNYS B.C, BRICKCOURSE(S) LC.C. LEAD COATED COPPER STD STANDARD Vicinity Map acrM#1000-114-01.06 BD BOARD MAX MAXIMUM STL STEEL •TOWN OF SOUTHOLD ZONING CODE M 2 c ri.n a BOT BOTTOM MIN MINIMUM SD SMOKE DETECTOR PLEASE TAKE NOTICE THAT THE(CHECKALLTHAT APPLY): _ Bacardi Floor Level 7,941 eq.R BLDG BUILDING MO MASONRY OPENING T.C. TOP OF CURB G-1 BulldingCodeMinimumStandards a Now ReudemlalStrucme Architect ` B.W. BOTTOM OF WALL MRS MARBLE TEL TELEPHONE CIAddlllonto ExWN ReddeNlalstacture USE:Single Family Detached Reeldandel Tatels 6,104 aq.ft CBS CEMENT BACKER BOARD M.S. MARBLE SADDLE THK THICKNESS) CL CLOSET MTL METAL T.O.S. TOP OF SLAB CIReha rPtatlen to ExWlrV Redderael Structure B7 L Maln Street Stony Brook NY 11790 CLG CEILING MFR. MANUFACTURER TP, TOILET PAPER 2 Insulation Schedule/Details CONSTRUCTION:Wood Frame PleHarm(un-eprinklered) G-2 TO BE CONSTRUCTED OR PERFORMED AT THE Og Garage 1,OBBeq.ft CLR CLFAR(AN0' N/A NOT APPLICABLE TPF TEXTURED PAINT FINISH PROPERTY REFERENCE ABOVEWU.UTILRE ENERGY CODE COMPLIANCE METHOD LL Conservation Notes (check each appllwbie ew): Covered Pall.#1 238 aq.R. email. M1686-6@MMAdltectAlAmm COL COLUMN NIC NOT IN CONTRACT T.S.P. TEXTURED SPRAY PAINT Energy CONC CONCRETE NOM NOMINAL TX TOILET EXHAUST ❑ Trues Type canww°n(rn These plans have been prepared as per section g DAM CONTINUOUS NR NOT REQUIRED TXF TOILET EXHAUST FAN a web. MMArdlitectAlkoem CMU CONCRETE MASONRY UNIT NTS NOT TO SCALE TV TELEVISION �'-3 Window/Door Schedule B Pro-EnBlneerea wooac°rwmrcu°n(PIN) N1102.1.5-Total ILA Alternative Path by Cavered Pat.02 488 aq.R CT CERAMIC TILE OC ON CENTERS) TYP TYPICAL ❑ IneberConebuction(M) utilizing REScheck-Web Software mess plan.-m m.trum.rt of eases end or. ma•.chair.(.,Party m tn.a.chaeeL CS CORRIDOR SUPPLY OCC. OCCUPANT(S) TEMP TEMPERED Plumbing Riser Diagram (see attached REScheck Calculations) Covered Patio#3 128 sq.R mea�eam.rta or tn.cw,crota and Z1,Id... C.J. CEIUNGJOIST OH OVERHANG TECO JOIST HANGER INTHEFOLLaMNGLOCATION(S)(CHECKAPPUrABLELINEr. preaeied an ewes droatrge.hea ba Iroeeata Interior Details Contractor to eoardlnat°and schedule e0 required r.the Meat uUst o!the Iw.Cap gnt zW4: CANT CANTILEVER PART. PARTITION T.W. TOP OF WALL ❑ Fbor Framing,h dudbg Girders and Beam•(F) (nspectlona vAlh third Party testing eganry. F.,:-:f-psb, 421 eq.tt alNod.-Nalt.ct,pa Ae to r _.. CMD CARBON MONOXIDE DETECTOR P.C. POURED CONCRETE U,O.N. UNLESS OTHERWISE NOTED ❑ Ro.fFrembg(A) -err seal InspeoUan(If required) port of d pm.mar b. w.(that DIA DIAMETER P.L. PROPERTY UNE VB VINYLBASE oaf D 75 aq.R the emr.sa.a coin aon.w,t of the amhneaL DIM DIMENSION P.T. PRESSURETREATED VCJ VERTICAL CONTROL JOINT FLOOR PLANS ® Fbor RaMrg and Root Frarttlrg(FRO -HVACdlasulacactI k en DR DOOR PT-EGS PAINT,EGGSHELL SHEEN VCT VINYL COMPOSITION FLOOR TILE SIGNATURE: DATE: -HVAC tl°°tleest Inepectlan(H required) DTL DETAIL PT-FL PAINT,FLAT SHEEN WF VERIFY IN FIELD A2.1 Lower Level Plan -elower Door Test G.F.A.CALCULATIONS Drawing Statue: PRRTT NAME Mkheel MaerNa Arahaed,pc DWG DRAWING PT-SG PAINT,SEMI-GLOSS SHEEN WC VINYL WATER CLOSET COVERING First Floor Plan CAPACITY One): Owrer at Owneye Repreeematl.e D F DOWN PKT POCKET wQ WATER CLOSET A2.2 Climatic&Geographic Design Criteria:Table R30L2(1) Lot area=(Town defined buildable land) D.F.U. DRAINAGE FIXTURE UNITS P.B. PEDESTAL SINK WD WOOD A2 3 Second Floor Plan - =62,510 s,f. EA EACH OT QUARRY TILE WR WATER RESISTANT ��S"DAMETER Ground Snow Lead: 20pd Sect.280-207(e)=5,100 s.f.plus 5%in excess Of 40,000 s.f. EL ELEVATION RAD RADIUS ZR ZONING RESOLUTION A2.4 Patio Plan I I Spend: 130 mph uWmatewoMspeed 62,510-40,000 =22,510s.f.x5%=1,126s.f, Issued for EO EQUAL READ REQUIRED (128 mph actual as per ASCE 7.16) EX EXISTING REV REVISION(S),REVISED = 5,100 s.f.+1,126 s.f.=6,226 s.f.(max G,F.A.allowed) EXH EXHAUST RM ROOM no, ewsm Topographic EfleCa: No STRUCTURAL PLANS na�mwa n¢a Exi EXTERIOR R.J. ROUGH JAMB • a+a•ren bind Elgosure Category: B Proposed=First Floor=3,022 s.f. Construction EF EXHAUST FAN R.C.N.Y.S.RESIDENTIAL CODE OF A3.0 Foundation Plan Second Floor=1,941 s.f. EW EGRESS WINDOW NEWYORKSTATE Seismic Design Categ.ry. B Fa FRESH AIR INTAKE R.R. ROOF RAFTER A3.1 Patio Foundation Plan Clg.over 15 ft.=160 s.f. FC. FIRE CODE RR REMOVE 8 REPLACE Special Wind Region No Attached Garage=1,068 s.f. FD FLOOR DRAW A3.2 First Floor Structural Plan Wnd Boma Debds Zone Yea Total Proposed G.F.A.=6,191 s.f.<8,226(conforms) FIN FINISHED) A3.3 Second Floor Structural Plan E - Dates: FUR FLOORING) ED Roof Framing Plan �,� weao,edrg. Severe FPSC FIRE PROOF SELF-CLOSING A3.4 9 s o Frost Une Depth: 36 inches F. FOOT RJOIS) \ O Braced Wall Plans f°� Termde: Moderate to Heavy 8/3024 Bid Set FIG. FOOTING JOIST �y L A M /� A3'S S AREA DIAGRAM/CLASSIFICATION 01=4 Issuadfor Conaauctlon GA GAGE,GAUGE �� '9 A3.6 Strapping WmerOealenTemperetore Il'F GALV GALVANIZED -r' Ice Barrier Undedaymem Required Yea for Valley,6 Eave Perimeters A. G i Nailing Schedule GAr FI GROUND FAULT INTERRUPT `� •hy�-r• STROOKE Flood H-,d. WA Proposed GL GLASS X Framing Details GWB GYPSUM WALL BOARD �Y,9 g STROKE Air Freezing Index 616 Proposed Unaxravatnd GYP.BD.GYPSUM BOARD * - Utility Protection Detail dear mode. Caller Smlr 'GP GEORGIA-PACIFIC emmreunaww.aar DESIGNATION FOR STRUCTURAL Mean Arsenal Temp. 521'F A3.7 Foundation Wall Details mzmaw ea s COMPONENTS THAT ARE OF Proposed HC HOLLOW CORE TRUSS TYPE CONSTRUCTION Component and Cladding Loads:Tame R3o1.2(2) W U^finlehed G awacohsRucroa,iacLuowa y O Proposed _ HDW HARDWARE N raaomeAw ears, ' Wirt: It Ceger HM HOLLOW METAL 2pV ELEVATIONS :� F" ZONE4 103 -18.0 J S�Ir Vee�b'bule Ho HORIZONTAL LOO "R" aoac mAuuw ZONES 18.2 .24.0 -Proposed HP HIGH POINT �(O A HR HOUR(S) ` A4.1 Front Elevation 9BUILD FR"aowuronucreucxo �, Neq-T / NEB ZONE1 18.7 -18.0 tMndowVYall HT HEIGHT �(G A ora0s DCOocs N U No. Date Description HD HEAP P Exterior Specifications o IF THIS STRUCTURE UTILIZES TRUSS TYPE CONSTRUCTION, 5 a7 ZONE2 187 -21.0 Pmp.sed HVAC HEargIGrvENmATwa A4.2 Right Side Elevation PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION, '� Unaxwvated Project AUICONDITK)NING .d ZONE3 18.7 -- A4,3 Rear Elevation THE CONTRACTOR IS C PROVIDE THE SIGN OR SYMBOL I BE AFFIXED w TO THE EXTERIOR ELECTRIC METER BOX IN COMPLIANCE WITH I9 NYCCR _ ZONE 1 toS -16.0 Proposed MATERIALS ' A4.4 Left Side Elevation PART 1265.IF NO ELECTRIC METER IS ATTACHED TO THE HOUSE,CONTACT `o s THE AUTHORITY HAVING JURISDICTION TO DECIDE FOR A PROPER o ZONE2 tOS -29A LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS AND FIRST RESPONDERS. C °t ZONE3 10.5 -03.0 Residence SECTIONS ZONE1 10.0 -IBA covered ® BRICK U �a BRICK VENEER FAR Building SectionA CALL BEFORE YOU DIG = PatloKi Patio Len (�()(�(�()� A5.1 g _ n ZONE 2 10.0 BOA (fM c,k.) (421 eq.R) CONCRETE MASONRY UNIT (.X.XJC.X.Y.YJ INSULATION(THERMAL) a ZONES 10.0 -46.0 For ® A5.2 Building Section B,C ( Call Before You Dlg.� Zone Diagrams: proposed Proposed STEEL 'PVC'orCOMPOSREMATERIAL _ Canarsmtr ca�� Fred & ® ROUGH WOOD RIGID INSULATION A5.3 Building Section D,E,F oaptc;Punerman. y (see to e.) CONCRETE FINISH WOOD Exterior Details ,�''` •®Oaa'D14'orst.am" a' A a J Proposed 10.S.. Donna }�J communkaUonLrnc�;cAiv, g 1Mnaaw(van (301eaq.n PLYWOOD .'" 's^^�• GYPSUM BOARD ._ .,-'PomLlu Water ILL ' proposed �a =_'RadnlmedWatcylrlgallon,5larry Gable ' ®Interior wndewY an Fragola _Sewer and Drain Linn Wall Zore IL I(amrwharsbelgw• T gamy maddn E e ,��. ,� Proposed Proposed 1775 Point Pleasant Road �'ampatdry rwy, gal rig Zone r Cell b0fa eYoa dig., Zme 9 A ®Zone Y 4 Garepe Co"red - _ _ __y �„Pl.poaYolSr�t?�or� n.o6eaq.R.) Patio at Mattituck,NY 11952 SYMBOLS '�� . - .MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS:Table RmL5 (eft) HVAC ZONE CHART VICINITY MAP USE LIVE LOAD DEAD LOAD JuthdlcU°" NEW FRAMED WALL _ daag Exterior Balconies and decks 40 psr 10 Par Town of Southold p(raaw� z ruencer DETAIL ZONE# Air Handler Location ROOMS INCLUDED IN ZONE Fire Es-pea 40 psi 10 par EXISTING FRAMED WALL .Tea PNpcoVSM� County �_ Paeeenger Vehicle Garage, 50 par as per plan Root DeSuffolk Lam zone#1 Cellar Bedrm.#1,Sathnn.#1, -y � FRAMED TIMBERSTRAND WALL nar ter W.I.C.(see Manual J,D,S) Unhabitable ATTICS without Storage 10 par 10 Par m Unhabltable ATTICS with Stara a Drawn By: 9 20 Pat 10 xis/ J (/_/'�'�-v.J� REVISION CLOUD --- Habitame Arncs and ATTICS M.D. © T:� DOOR �.J.-.ter zone#2 Cellar Remaining First Floor Level a 30 pa! t5 psr o - seed with fixed stairs OChecked By. (seeManualJ,D,6) ROOMS other than sleeping room. 40 ! 15 Pef LL --- STRUCTURAL BEAM �___. pa WINDOW t Lam: Slesping RPmna 30 pal 15 par C MA,M. �-� JOISTS/RAFTERS zone 03 Attic Entire Second Floor 4'r r-+,'+`'`` =? Sto'va 40 cast to p.r Job Na. ter., WINDOW/EXT.DOOR NUMBER (see Manual J,D,S)(SOB schedule) r_ Guard.and Handrails 2W paf lateral N 2412 0REVISION NUMBER t+� R� '9!/ Guard In-ml campmeats SO cast sheelTlua: fleel �-po1 $ SMOKE DETECTOR zone#4 Garin e ' RooFs 3o Pat is psr 10 INTERIOR DOOR NUMBER g 'y- Sal ALLOWABLE DEFLECTION:labia R3o1.7 Cover Sheet (see Interior drawings) Iz1-horizontal ROOF PITCH �J SCOPE OF WORK - Legend number ®SI-vertical ! a Structural Member Allowable Deflection tt #into ROOM NUMBER -- ABOVE/BELOW/HIDDEN LOT DESCRIPTION rrl �1i'.. /•-, Ron-haMgdepet greater the,3/12wIthno L/180 1 J /, Rnlahed°•ling attached to rafter•. Demolition of existing house and garage -Project Data (see schedule) lTmrlewl CENTERLINE LOT#15 and#16 I I.teriar wall.end Portitice, H/180 Proposed two story residence with unfinished cellar u noora and Plastered acting, L/360 Proposed covered patio -Scope of Work ELEVATION MARKER DRAFTSTOPPING SUBDIVISION MAP OF al other Structural Members L/za0 Proposed uncovered patio Point Pleasant - �•. t'_r Sheet Number: LAN KEY an key notes,same sht. elavzlennumber Filed:May 17,1916,file no.720 westphaUA#d •:''S F) Q-�a�ae� r teriar wall,with plwtm or,t.cm finish H/360 Proposed exterior cellarstair ( plan Y ) t 1 3 INTERIOR ELEVATION Exterior wmla-:and foods°dlh brittle finishes H/zero Proposed septic system(see approved health department permit) DISTRICT/SECTION/BLOCK/LOT:10ON114-01-OB (~' �re-bar d sheet number b� {� f Exterio wdia-.me loads°.Itn flea a mlenw H/120 Proposed HVAC(see attached manual J,D,S) A SECTION I ! u ./� TOTAL LOT AREA=68,440 sf(1.525 acres) �.,.[ a////// /r Unlels Supporting Moaonry Veneer Walla L/600 Proposed Plumbing Work ',,+/� k• / t,r ,YP- Nola:-Span Length, H-Span Height Proposed Electrical Work . GENERAL CONDITIONS CONCRETE GLAZING DRYWALL 1. Anwarkshan conform s the codes listed on the mveraheet AN 1. Foundation wags an to be a minimum of 3,000 psi,unless noted 18.PARTITIONS FlebloclrIna Materiels: 1. Hazardous[-be�Th.follovArgdmghe m^sldend BATHROOM WALLS CEILINGS: l/r mok8ralabrteredeant Eguipwrd Sbim.Hea"adcoohg egdpmed dell be"ina�rdame with �7 md_1k supercede the drowilgs ndloll be bimrpmeted Into otherm.on Plana a Zx wmwiiumbar,or Iwo thkJm°sm° specific hazardous locations for the purposes of glaring: gypsum board with am mat of wMACCA Marcel Sb..d on bm'k6ng 1.6 mklatedin aid-with ACCA the drawings,whether they am lin iwted an the plan.or rot GENERAL p jd� a. Glazing In fixed and operable panels of swinging.adding door tape and three mate of spackle Manual oratlwappmedlaeft and telling Wwbtion megwddogta,Nsww b,Two thiclmewae at lYwmirelthmhberwiOhbrokanla 2 All Crete work comply the2DthsregWmmente of the Amedwn a.unframed wags,thereeba Tz4'or2YE word dulledl6'e and btok door. mpaamedkatg andocobg equprera Shaft haw an eJfdercy ratvgegialm _ _�� 2 C.rhheear.ha0 daekand roriy ell dimension..notes end condtlons C.rrzate lmtMe(ACyendthe 2020 RCNYS. uNasa rated otherwise on Plana o.one tdekreas a}23IJT wood stmeWrol with j.ima backed wby SHOWER WALLS BCEILINGS: 1?cementboerd m ter than the ndrdnare regded b/fednal law gotgaplic location ti at the rite before any construction work k started.The Commdw shag plan dkrenaons Indicate the fohwim dud sizes: 23W wood etrhaawal Puma. b. GazInB In.snnrh doors with one coat fibemlaw.tape , 4 nobly the Ambled of any discrepancies or conflicts In the drawings 3. All corecde shag be wb dmknd.Total.1,cameM(pamam by whane 1-1/I 2SY4'on the flat d.0.tIdmew of314'P.M.I.bowd with Joints backed 3/4' end ore mat o}tdmat whhere the equipment is sealed 1 of concrete shag not be low Orin 5%or mom than 7%. 2.10 2'x:i'dud el 16'co C. Glazing In an unframed swinging dmra smaller told mnddiaretret.re darting the wank The dmcoveryof ) Partid°boem. MemdJ&SHmmk.d aram"wwredaeed hestygwwpBm ewament M eh�e discrepancies after beginning the work shag be the M ne PM31bDlty of 3.1/1 2Y4'dud at 16'e GARAGE WALLS&CEW NGS: with Ma c wd tape the Contractors coreat 4. Garage dabs,,500 p dabs,exterior dope and Pori dabsae s be S12' 2'kfi'and at 1Gm e.12'gypsum base d. GlazingmIn dram end and a.,for hcttu6..wNdpel..seun.e, where note on n, with one matof tape and a minimum of 3,500 psi. 1. 1/4'lament based mlBbeord deem g wan idwirg end showem.Glaarg In any part of a thee male of specks 3. Contractor.hall report any disaepnde.I.pare and detslls to the h.Spume of the tap end batiste Fallon of the doubts top plate must wgding wag.mhdasmg them mmparomante where bemm ELECTRICAL M a c r i n a Owner andImArchitsd at Mae.Demofiton oraxcarotonmayreveal 5. Then°minef-,d.mdz°ofmarmaggmgateeh°I(mtexmed be staggered a°minMum of 24'. g.Batts or blankets of Mural wool b be wway retained In Flaw exposed edge of the glazing ie tow than 60 Ndre°....,ad BOILER ROOMS/CLOSETS SW tyi -x gypsum board wndtiono other than thaw assumed an the construction dnewing.It -fifth the narrowestddance between forme or these-fourths the vedally above any standing or walking surface. with a-teat of tape and 1.Anelemi.l work shall m.a-to rube and regulation.of the Ie the respenablity of the coMncbr be natty the Architect and/or dear spacing between.lnfordng tram or between ea bar end the ode c.Jalnteln tap pates need cats ocau ororetuda FIRE PROTECTION OF FLOORS throe case al.paake 2017 Natlmal Eleetrle Cade,NFPA 70-2017 and Ore 2020 Architect Owner immed tey t the ocoum. of the form e. Gluing in an Individual f d or operable panel adjacent s e dam Residential Code of NYS. d.Lap top plate.at comem and Into..at.. 1. An door assemblies am to be fse� letence rated with a minimum of 11T shag be conskiered to be a hetanim.location where the bottom BASEMENT WALLS&CEILINGS 1?mold&moaWrsredatsnt 2 The Electrical equlpreent and WrIg shall be Installed In.cmrdanla 4. Contractor.hog Iowa 8 stake out all existing underground uthwo S. Forms shag be made of wood.steel,aluminum,plastic,a composim of Any tap pates that are cd to fit ductwork,Madem,pipes,etc.shag gypsum wan board rewebmne,519'w,ad obtalwal Patel membram°r exposed edge."glazing a few than 60 lwbe.above the flow -1Wall,at at.lrvesdbule gypsum thrdCwa of a°atof with haptsm 34 tau 43 ofthe 2020 Residential Code of NYS. 97LMain Street Stoll Brook NY 117DO prior to any excavation.Any Whim shown on the Plane are en mment and foam Insulation,or other approved matedal ratable for be strapped with a metal strap as specded on pans. equivalent on to undemlde of the floor framing member.Penetrations or walkng surface and it meets either ofthe following mndmnc -Entire basement calling tape are throe mats o}spacle Y appr°ilmat°lowtlor only and shall be verified by the Controctor, supporting and containing concrete.Fora shall pmvlda sufficient equivehd on to undemke eleddcal oWete,Gghti.g,dev.s,Iumin.be°, 3.Electliwl works be Fire Underrrtitele Inspected end approved. strengths contain comma,during tla concrete placement operation. e.Plates shall not be few than Ta mndmi thickness W..,speak....dmhape,piping and dmllar°paNrgs°rpe^awfimra e.1 Where the glazing Is within 24 Inches ofelther aide of the TYPICAL(all other....) V7 gyp-board with one A.All electrical outlets In lwet areas to be ground fault Interrupter 5. Contractor shall be responsible for eduduWg all required Inspectors Fall ties shag be deal,mild plastic,foam plastic,or other suitable .hag be permitted. door in the pare ofthe door in a dosed position. mat of tape and three mats (G F.I)type phone. 631688-8585 . with the mtharit..having judsdlct°n. mat°dal capable of residrrg the forty°created by fluid pm.sum of I.Notching:Any surd In an exterior wag or bearing perdition shall be °f.packie freshly poured concrete. permitted to be cal or notched to a depth not exceeding 25%Ira width. E""'one: e2 When the glazing losed o a wall perpendicularithi2m the Flamm of S.W minimum of 3Td ep x Sir wide around electrical pawl b be a emag. MMacdne®MMArr711tectAlA.com S. Commetor shag be responsible forobtaining an required paperwork Studs Innonboaring parttlow lag be pertNted s be notched to .Floor assembliesloated dreaty over a apace protected by en the door lie daces position and within 24Inches.ithe minimum of 36'deap z30'vAdex S6'hiph. vsb. MMArchltecWA,com from their sul-tradom°a reciOnd try the eutwriry havingp.M.Iften. 7. Da net in temperatures few then 40 degree weather,ter when depth not to oxwed 4096 of a ekgle dud wkth,Rehr to detail. outoma6c sprinkiar system in accordance wAth Section P2904, binge aide ofan I-Wngl.g der. FLASHING/SEALANTS/TAPES performed byafowukerwdeleatrldaa Me.plane are an welmmeht of,.".m4 wa e uivalents ken 6.All electrical work The poyContractora don obtain and de�rors the Owmrta.ertillwa of freezing mMitbn.are expected In less than 24 Mum for exwedve mtrhln9 claws. NFPA 130,or other approvedq Pm system. m•eeduex,property of a•wmtlmt occupancy andlorcertifiateofcompGarhce, b.Floor essembfie.located dime/over a crawl space notintanded I. the in on gcondvldualfwed aropembleto panel haul meetsanot 1. In contact with provide metal or wit flashing whom fremsplurnb.rls Ground-Fast Cirwitirmrtuoler Profedon. messat limb or sa m-wa mill a.dgm k•oa 8. Install Tuff-N-Dry'exterior foundation waterproofing system or g.Drilling:Any stud shall be parmitad he be bored°r dulled,provided tlm folkwirg conditions shag be mnakered s be hazardous focatlon: In mtract with sea or mncrea. Lout- to dr.e4:tbeae drn r ebpg be maac.ted 7. D.cat.cal°all Widen dwenssm lag take precedence approved equal unless a different product is specified In Oro plan. that the cHm"twoaf the resultin hale is not more tan 60%of the forasmpe or huhpfired eppGanla. tip me at amcnit t. te.,cwxghl z-ve, pr g Yid,ael Yo.kw Ardlle<t P<AO dWW te... over scale. Exteriarfowdetian waterproofing system lasbe Installed from .bv width,the edge ofthe hole is cal mom than S/Ssthe edge a.PoMonsofflmrewembGe,eha0baperm)tledsbeurhproacted f.l The expowd ems°fen Indrvidud Pamtelarg.rtban9d. 2 Codrecsrsprovlde contirhuous(call)hidden maelflaMInq wham 1.Al bathroom ro"padeeeresheve G.F.C.I.protection. part 0me plan ra rewo4ace..IthwI bottom affecting commucudy up be the finished grade fine. of the etrv,and the tote is mtloated In the lame section as a art wham wrrg)vg with the following: top.oft-1 mote interwdwith vertical wag surfaces See plan for 2,All ggmge&aaessory bulift remped.s are to have GF.CJ.proedb. ire mgreaed•dttan.ehemt ter us wdaect B. Any of vatknhomta Arhited'admwlerpmudbediemssedwith or noth.Studsloated In exterior wags or bearing Forbid-dulled f2 The bottom edge of the glazing is law than l8 inches above meal specification. the uzddteet for epprovaL B. Nfootirgs eresba rolnforoedvAth mbar es par details In the Pena gror40%and ups 60%dhan be doubled wfM not mom than two .1 7ba a9Brepen wee ollhe unprotected palate does rat exceed toter 3.All outdoor receptacles enshave G.F.C.I.protection. suowssiv doubled stud°bored.Reef a deaga for-.Ne 80 square(eat per story. 3. Codmctor s provide metal step flashing wound all chimneys,skylights 4.An mewl space receptacles am to haw G.F.C.I.protection. S. Contractor shag be responsible for adequately bracing and Protecting 10.Contractor shag provide and Install an ad In pate anhorbota hold drilling of boring Ofstuda c.2 FSectioneblookig in accordance with Section R30211.1 Installed along t3 The top edge of the glazing is mom than 38 inda°above the and when side,of*Pad roof,intersect with vertical wag surawa Drawing Saws: S.M Mfinalhed basement.relapadaaeresham O.F,C.I.proredon. all work during construction against damage,breakage,collapse, dawn staps,bamreent eashes,crawl wens,eta as per plans. the perimeter of unproeded pardon to sepamle,tre unproacled floor,and An meal flashing dal extend up vertically a minimum°/4'hom Oe m ddartion and misalignment accordIng s applicable codes,standards h.Fie Blocking M required portion ham the mmainderof the flerassemby. roof surf.,See plane for metal spedficalan. 6.Al kitchen receptacles that wive counarsp mdews Mall have and good practice. d.Wood flowassembdes using dimension Nmber or structural composite g40ne or mom walking surfaces am wiWn 38 Inches measured O.F.C.I.pmadion. - Bearing Walla: horizontally end in a etraightlIne,of the Fixing. 4. Coraedora provide meal ap fladdnB orora0 windows and waedor ,g.Pg worn shag baPemmedInafimt door manner with e0 new materials. STRUCTURAL STEEL a.Partitions mud be constructed of mlIlmum 2k4'studs spaced at orothermber qualfoor greater 24nch by l0tabrg equivalent fire , door.See plane for meal specification. 7.All herdry,uIddly and eadsobar linkink we to have that am located within In 6R them approved floor assemblies demonstrating equlvalentfue of the outside edge of the rink are a have G.F.C.I.protsdon. The Contredrrsh.0 perprOvide all u equipment labor and maaf ofthe 1. All structuralFlar:teel shapes Shan Mve the fallowing propaNes: 18'e of typo o/lumber specified unless olherwlw noted on pans, g. Glazing a awes and mange,"wdfl structural baluster panels Issued for neceswry for the proper execution end teal pBdOR^°^C0' end mrhdnMual in-fill panels,regardaes of area or height above S. Contractors provide m pe dimly o}ths work Wide Flange ASTM A9g2 Fy=501e1 p p PDersteDtastyn9 foram memory chimneys B.Electrically heated floors,hydromasmge bathtub,epo end lad tub The Contractor shall be re for all materials and equipment Angles&Channels ASTM A36 Fy-�JBkd b.If a double top plate of law tan(2)Tx is used,flow joists shell be a walking surface shall be considered to be a hazardous kcaton, rooflntemadons.Tha fleshing lea extend vema0y up against locations are to Mve G.F.C.I.protedon. stored at the job site. Plans ASTMA36 Fr-38 lad cantered directly,over bomIrg wag dodo be?-Win.saran of 2. Cambusfiole lmdatimn Clearo.la chimney.mnmum of 4'and letinto horizontal mase.ryjoints 4'. B.All recepadea with.Beet of the oualde ell eofe batmrb or Construction Hollow Structural ASTM A500 GRB Fy=50 led no more than 1% Combuw a son sea a.Pamted not law than 3 Inches from h Glazing In walla,ewlosres or forms containing or facing hot tubs, g 11.The Contractor.hall have the building department approved plane pane and pemdte on the job site throughout the 2.and recessed luminaires,fan motere and other hestyroducing devices .pa's,wh1dpwI,,wma,d°amrowns,bat^uba,dowem and lndwr°r S. Flash,caulk and seat alljunctons of new roofs,wane and ehowersallaret°ham G.F.C.lprotect°n. any other approvedAll hotre s a to be 314'ads.wMamd X,ng to ASTM A325,type c.Interior bearing stud well.mud be sheathed with h a minmu of ..W.,awinmeg pm=.the botmw opowd edge of the ghn m to peb thm., form a watertight assembly. entire project (nsal(eah boftWth a hardened washer under the nut or heed, 1R'gypsum case astsned ea per gelling xhedu(e with required Ex��mpptltl n��a tow than 60 Gonda masumd mfticell above any dandrg ar walking Are-Fault CirsrRintemuctor Protection. whichever is tumed for tightening. fire blohing. )�t-pmdudng d".s are listed for tower do..-.. surface sell be considered to be a hazmdcue fowton.This shag 7. Spews to be wulked shag be dean and dry,joss more than 3/4' Locations. 12 Ad C.mcdom end Subomme..shag be Blamed and Insured. combustible Insulation complying v'�the dating reguiremeds.hall be apply s a single glazing and each pane In multiple glazing. deep lag be solidly filled with a maprom tape or backer rod. 3. All dmdumf steel exposed to the weather shag be tat-dipped galvanized d.All interior load bearing walls and exterior walls shag have 2Y crow wpambed In ecccrdanw with the conditions stipulated In the filling. 1.All brash circuits that supply 126vok single-phase,15&20 amp 13,The Architect Is not responreible or-M`dmmean.,methoe, sfler fabrication con}omdng s ASTM A123&A153. blcckng of almgm width at soul midewn. Exception: 8. All wdkedjoints shall bar Ml continuous,waterproof,neatly YAped outlets Installed In ldthen.hmiy moms,dlNrg mama,lwag rooms, tehmgpe..wpmrhm..pro"mmaorforthaso peaudonsand WINDOWS/EXTERIOR DOORS Glazing that I.more than 60 Inches rreasmred Mrizontally off or pointed and soled whom exposed s view. parlm.Gbreries,dam,bedrooms...ows,ra-d grooms,dwea, program.1..-.at.with this project 4. NI welding shag conform to AWS code DIA'Shuduml Welding Code' Nailing: end in.etralghl fire,from Me wateys edge of a boddub,Mt tub, hallways,laundry area,and.h&l morm or crew shelf be protected by Date.: All m for weal.latest edition. ..All shall campy with the latest fastenersh m adule shown on 1. Al exterwindows and doom shag be designed toreastthe aPa.wttrpool or swimming pool or from the edge of a drawer, S. A➢windows and exactor dam flanges are to be taped with a Tyvele s wmb;;lim type wo- ut circuit Interrupter Installed to provide K Collimator to follow ad manufactuels specifications,recommendations the pans component and daddng w)M b m ads specified on the cover sheet and wa or Mom room. or approved equal flashing ape.Janice first then head over jamb tape. protedm of the branch circuits. B/JO/L4 Bid Set and Instigation details on al product used In this,project Contractor S. All structural steel shag be given one slop and of pats of not law than protect from wind borne dalm,see net,on hew CG2 shall notify 9.Anhted.fany coMfid between the pans and 20 mile dry film thickness conforming to steel structural painting Opening. 2 All exterior windows and adding dram shag be tested by an approved I Glazing adjacent s sale,1. am ramps wham the batem 10.M windows and exterior door flanges are to have a meal pan ors Shale-and Multlde-Salh^Smoke ulsrme. 8/23J24 Issued for Construction mar, cbmrfsspedf 6ons,mmmrmndationssndinsWI20an council56PC paGd 2,13°r 14, a.AOfremed°penNgs In rreB.had Mvee minimum of tingle Jeak stud y,dependent labonary.and hears label Identifying manuhcear. xpomd edpaoftha phringahsstan36'above the planeof mftffadNngpa^overtreroughsilham'ugmntnuoudyupeach rim. pg spoke,alarm lag be fated In...,do-with UL 217 and detail.pdarto lnsallabon of any products used In this p°Jed. platesshgla king stud on each side°fopening supporting a Mader perforsenm hwecteristice and approved imped'an agency to ird"e the adjacent walking mrfam°fshaweya,landings between caa)bd in accordance with to pmvisbns of Section R314 ofthe Controls,�hellberespondble for-action deny work that prevede B nol.pedged atherwl,e m pars. compfiweewth AAMAM'DMA/CSA 10ULSMA440.Exterior ddebaged flights of sake and ramps shelf be considered s be e it.Penetrations around all pipes,vents,ducts,wines,es.though wiing 2020 Residential Code of NYS and comfy with the provisions the erred Inealhtion ofai=.d product noted an the pang tlmm shah be tested and labeled as mderming s AAMAMDMAICSA hazardous location. and flmraval.to be coaled with fim caulk-136 by E.,kem or equal o/NFPA 72 MASONRY 19.BUILT-UP BEAMS smeofASTM 136 testing 101A.6.2JA440 or 100. Glazing adjacent s to landing at the blown of a salrwa where Locations.(Sedan R314.3) 15.Tice Contractor dull keep tiro job site dean,ors and bee ofdebria 1. htssoary dab be Installed In nmNnp bond with PCL type M mama,. L Y 1.BUBtyp beenre or plate fon,aa by a multiple ofTx dmamioml 3. Garage dram shah be tested In am.eawa with either ASTM E 330 or the gazing Is few tan 38'above the ending and within a 6D' Single and mwepa-lotion smoke atamm.d,an be haanM In 16.Them drawings are the property ofthe Arched and shag no be used 2 Groutforfullygrouted untaehel wnfwn to PCLY type M morter. lumber mamba shag be intermnmgad a.fail.- ANSVDASMA IGS,and shall most the aceeplaw dada cfANSVDASMA I0B. he zonml arc low few than 180 degrees ham the bottom bead VENTILATION the following lowmns: buildingbu put fermtt.Is.sBrredaM alaa6 by Michael Meow Architect,pc 3. An masonry walls shall ham'Hohmann B B.mae't120 Truss-Mash .. Glue Members ntl mil with 2 revs of ISdt nags at l2'oc staggered. 4. W dow"d glass dmreasaZiiss shag be anchored m accordance with the nosing shalbamnddemdfobea hazardous location. 1 MECHANICAL VENTILATION: t.ln each sleeping mom. s be insegsd mntinuousiy d every°that cosuee mlew specified published!^anugJM%res mcommerdetions s scNeve the design pressue a ud° a and mechenkal vedatbn.yeams we s 2 Onside of each separate sleeping ems In the Immadaa Intheplam•Tmwrneahabeh°t-dippedgehanized. b.Members greaterthan 9-114'In height m multiple 3k membem: by cited.Sub,bMe an.Mdmg systems used for substrates let specified FIREPLACES be do In em°e°nla with section M1505 of the 2020 RCNYS vldNrydthe bedroom. DEMOLITION NOTES Through boll with 1W dlamear machine bola at 24'm 6r the fenestration manufacturer shell provide equal or greater anchoring 3.Onmohadd tloml story of the dwelling,including basements 4. All lap Wool for reinforcing bare In mammy wage dal be 48X staggered top 8 bottom,l-1/T from edges. perfomanla as demonshaad by accepted enginmdng practice, 1. Masonry Fireplaces 2. RECIRCULATION OF AIR: and halchabieattim but not Including crawl spaces and uninhabitable 1. Prior to dennGtion,the Contractor shag have OR utidties disconnected. bar diameter,unless noted otherwise on plans. Hearth Stab Thickness 4'min.thickness for hearth extension Exhaust air from batrmm,and Wilet roams won net be rechwlaad stl)a:In dwellings or dwelling units with soft levels and without �/ win as but not limited to gas,elactic,water,telephone,cable,etc. 2.Bulttinp beams or jolste lomod by a mutple of engineered lumber 5. E ° esce end rowan o sir m u'red: within a redden or duan.tad to another room and hall be exhausted on Intervening door between the adjacent levels,a amok..I.- No, Dale Description In addition,the Contractor shag obtain utility marI,.M prier a me bers are to follow manufacturer specifiatona unless noted Unfinished laments,habnabe a aw anti every al room Hearth EMwkn T forfiropla.opening few than a sq.ft directly s the outdoors Exhaust air from bathrooms,toilet rooms and Insisted on the upper level shag suffice for Me adjacent lower mmmendng dertwlition.rax.wa6o^• ROUGH CARPENTRY °n Piano. whom noted on floor pans shag have not law am operable (each sido of opoWg) 1T for fireplace opening greater than or ktcans shag not dlsharg°Into an attic,crawl space or other areas tarok provided that the lower lewd is less tren..fun story emergency escape and regime opening.Wham basements contain equal s 6 sq.R Inside the building except/or tactless range hem, belowtim upperlewl. P0�' 2. Desofdon work shag be cam In arid contormence wflh local.able 1. Minimum header size to be(2)Txe'urdem noted otherwise on plan. 20.BOLTS IN WOOD FRAMING: oremmore deepng room.,onemergem ytempeandrescu. Hearth Extension 19'forfimplace opening low the;6 eq,ft 4.Smoke slams lag be installed not law than 3 feet horizontally and federal regulations,including an permits and unity d,mnnects. opening shag be reguiredin each sleeping room pus am in any (frardofopening) to-for fimpaae opening greater nan ar 3. DOMES CCong whoING EXHAUST, from the dam or opening of a bathmom that comatrs a bathtub Proposed 2. AD atruc6aal dmensioral lumber a be chug fir 02 or batty with. 1.All hole In wood fmmiag shelf be standard madden bola with amnion..at.space.Emegenry asap.and rescue openings Domestic making. ud equipmemdng discharge s tiro outdwm 3. The Contracar lag at a0 Ewa provide protection against weather minimum Fb=9W and E=1.4.101.No SPF lumber may be used standard washom. shall open directly Gm a public my,or s a yard or courtthatopem equals Bcq.R though a duct The duct shag have a smooth Interior surface,hag be re Mred by Sewthawouid pmwnt plalamentofs.rtrole earns (sa,wind,at-,trod or bed)se a.s mabdaln all work mstedals, xceptfora0s,pates and blocking.Southern Yellow Pine prey be to a pubic way. Fimbox Dimensions 20"min.firebox depth airtight dell be equipped wins a backdraftdampar and shall be required by Section R314.3. .quip -a flee framtlamage.Repair My damage s used as a substitution for mug fir. 2Each bad hde In hood shag be driled 1116'lamgertan demean°/6oR Independent of all star exhaust systems.Ducts serving domestic When mom than am smoke,alum la required s be Installed within an Residence Ex" Thickness of 8'where firebrick ling a used Property ofthe Owner which is to remain In use. B26ame a used only s Muse m°dunkal equipment Wal of Firebox 'Pa..aloud equipsantsha0 mttemdnsto In an dtb°r craw/ individual dwelling unit me earns tleNwe dui he Interconnected In 3. AB exterior lumber s be preservative treated 3.Far an pas ambers,see mtaila on plans. not exceeding a sal flow area of 200 square feet spew or....Inside to building. such a manner that the actuation of one alarm will activate all of fie 4. Contraltos provide an necessary ralpomry supports as may be Distance pens from for e'mIn• Fite slams In the individual dwsBng unit The slam dui ba chary audible In nqulmdsdrom°B existing structural Priors the Installation of new 4. pAll rose wtataInmrnadwlth mamnrylcowreelssba Log Bola: 8. Oe"w'""mre'Iff"and awning central device. of openhgsTtwat -Exception: all bedroom over background who levels Wth ad Grtemaring mom dosed. drwluml ekmanh preservatva treated. e.M all bade when eps ell on plan.shel be of structural grade.test Emergency escape and rescue openings shall be.Fustian.]Rom Were erdaned a emadan t with the fi nu actuerwisesfmdkre, For 2 Facia Bulk Gas&Wood Fire ama end where mechanieal or mlualrohstion ladMnNse providad, r 5. All exldrg lamellas mmaln shagba protected during demdltlo. 5. Engireened lumber(LVL,PSL)s he.amWmum Fb=2,BSOand b.WasMrosha0baplaced undrfr the head°}ta lee bond bearing th°hdd°o111a room wthod the use olkeys,tmaorspecialkwwladge. Factorybug fm ewe Maliml.,.etleMab.W.IdlMgbelnstaged listed and labeled dualism range hoods shall not be required to Cmmbl^atomDeed- amWmumE=l.Bx70s. on wood.Length t/lapbete shanbeamslmum 2G depth o} Widow opening mmd devices complying With ASTM F 2090 shag be in emordance with the mndltom of Ore tdng,and shall be tested dschge s te..blow. Combination smoke and carbon...add.at...hall be perNMd S. AO wddrg ductwork electrical components,es.In areas s be members berg bolted sgether. permitted for use on windows serving as a required emegency escape In acmrdanm with UL 127 s be used in lieu of smoke alarms. demofishadshallbe protected and rebatedasro IredaotortS S. SHEATHING entl rescue opening.Emegenry eewpe and rase.openings shag 4. WHOLE HOUSE MECHANICAL VENTILATION SYSTEM: p ^g harominlmamdimandtnsa,spead.dlrWewd.n. P.xer6aaroe. Fred & s field condNons. •Each ywood sheetshall bear the'APA'trademarksamp. c.All bolts that In wrimt with preservative treated lumber or exposed Hearth extemiom of approved factory-butt fireplaces shag be Installed Unless sP.dged°wwwtw by the HERS mar corn rat the what. The required stake same eMgre.Ne their a from•M plywood end j.Ina shell be staggered and hint along the s the exl.rior era s be Mt-dipped galvanized or salnkw areal. In accordance with to firing }the flmplace.The hearth extension house ventiloll system I.permitted s utilize a bathroom exhaust primary power 7. Minimum Memim area: shall be readily dldngulshabl.Mm to surrounding floor area. inn s ten at a mntinucw rate of 105 clan es able MI 505.4.3(1) the budding wrong when such wiring I.wmad from a commercial mom, 7. Contractor to provide dud-tight partitions between areas whom cenar lines ofhandingmembw. Emegenry and escape resueopenin hall Mve amtdear y ^8 Pem and when power froma Donna demolition work is being pedo mod and..as which we finished Or •Nags lag be plawd 3rB'mlrtkn fiom the edg.of the Meeb. �adoor primary power Is a d eel receive In use. The minimum nail pan.tretan into R t0 membem hall be opening of not law then is square het The net obtained by snag 5. VENTED ATTICS: battery.lMrinp shall be permanent and witMd a disconnecting swish 1-1/Y for Ed.it.and I-W for l0d calla FIRE BLOCKING/DRAFTSTOPPING dimenaane required"is section Man ba.baIned bythe mmul orb -p Imalaliam it wemed sides, ekanba other then those required for overmr°rt protedan.Srmla elan. operation tithe emegemyescape and escmopening foes to inside. INSULATION Fra o1a 1. When in I,.saG REQUIRED: The lid dear height opening.hag be not law ten 24lwbae end the opening pe ing eq aceMs at.,end save vans.Belle°Th.maintain g lag ut maNtred s be battery operated wfien Installed In buildings SITE WORK/EXCAVATION 6UBFLOOR: to314-rated be heed(4o each WMntherasuwbembce d abproaM belowbe teed wtspam net.lam wkhh shag be net few the.20'm1m. 1. Foam spread f75end..O.ivaton.Mg Mvee medmum flame °penln Over the topofartan Neslze of Thehe baffle 7Mbabe shed without gppppsdq(ppwgr, s ba glued&coiled fo oach joist a a morlcaiGmg assembly,s doespp�Matl I.Installed se that tlhe epnead Index of75 and a maximum ofe smoke devekped index of 450. extend over the top wild ate ial. an,7M baRle shag be 1. Contractor shall focete 8 asks out a0 exldmg underground utilities area olthe mnng hd°paw time not exceed ce I of. Exrte�tlon_: permitted s be any mild material Carbon Monoxide Alamo.(Sedan 915 of d In 2 of Flo Code a NYS) priors any excavation.Airy utiGtie shown on the pans era en EXTERIOR WALL SHEATHING: 1R'exterior grade(COX)pywoads TM dreftssppirg shag dwkia Ure concealed apace Into epproximaa Greda Roormbebw grade openings shag Mveamt dew 2 Foam Plastic asm)Insuation shag wpamadfivm tre Ca�anmmwde.alama.Mnbe lnaatatl a,na following laatam: 7775 Point Pleasant Road ppproximaa swtion ally end Megbaverified by the CoMmcsr. bafesteredsthe etude es per the equalamae Wham the assembly le endosed by floor member opening of not low than 5 square feet Interior of a building by on approved themal barrier of not lewthan Vent CI am e: 1.Carbon Momzlde ere required on each oval on wfilch steeping Excavation Meg not conurhewe uMl utlGty mwkcut Is competed. ifin schedule and the braced wag above and a.Srg membme,below,Ind deflstoppmg shall be 10 gypsum board,23W wood structural panel s a material that am save or mmila vema am inseuad,insulation a minlmhmh of a Mattituck,NY 11952 spaces am bested,within 10R ofthe sleeping area. plan.(P,T.plywood T aB at base) pr.vided In.floor/mnbg.-.bit.ceder lM f°Ibwing rietanstancea: 8. WMow Swig Hd ht Is seal�accordance with end cases the a�panm aiteda of 1'spam eMg ba provided between the lrhsuation and the roof Mara thonone arbon-rundda gd.-M9 be Provided 2. Excavate an amae as indicated In the drawings.M exavatom Mad Where a umlauts pmvlded es Ore erregerxy escape and reams Mth 1M Temperature TramMaa'°n Fre Ted and the InegdN Fire aheatlung dtre bwtlan of the vent where necessary s awn.but M deeprg area ro i story be tarNnlmum depths rerguired addeving dean undisturbed virgin ROOF SHEATHING: 1/Z exterior Brad.(CDX)plywood a.Caging is suspended under floor Taming opening.ft.bell have a.11 height of wtmoro tan 44 isdhas above Ted of NFPA 275 suchae'DC 315'or approved equal themal hard°,. Ie teas than lOR away}rem.carbon monozlde earns. Judsdctan: .0 with stable moisture content and m W t ing and renehdrkng to be awned to the rafsm ea to door,whom the all height Is belowgsde,ft shag be provided with 6. UNVENTED ATTICS: sell daroctedstcs.The Contractor shag be responsible forwtfiration pert.naflirre schedule b.Fkortmad lsmnwud°doftm typeopen-webor avhndowweflina=rdamewMSedan R3102.3. 3. Foam Plead.(Way foam)imulawn used in solm 8 crawl space. A.per section R8De.5 ad the RCNYS 2 On any story wham a aeMred appances and equipment e1 poor sell daracted cs a the Arohitedend Mal not proceed with p°ramad members. dad be protected agalnd)gNmn using om of to fonovag oratertals: mfidiucl burning eppti°nwe and equiprnant Town of Southold the work until receiving Instructions from the Arhltect 7. Mfrareed a,.'. Inflcore,rooeand.sng.W.9h...minimum 9. AB examr windows and dome are s haw a maxlrtam U-v 1-of .1.12tick-.ofm meal fiber Inslation such as'R.-P or equal HVAC fimpaces or attached garages am located. .isd hascarsMtrlmmeranlewnoedotherwiseontrepam. DmRsswimMateriel 0.35andanuad ammtmtroatgaino°efidemectorof0.40• b.1/4'thkk-ad structural panel. Suffolk County 3. The Architect has prepared the drawing and spa&atom with an Draftsappng materiaa Matt net be law then IrZ gypsum board a,31W gypsum board Combustion Air Interconnection of Carbon Monoxide AlammB Deteeam: assumed bewtng capacity of2,000 pounds per sq.R and an assumed B. All fremkg s be cat plumb,level and.mumtaly cat or 3Ay'woed pawls Dmftalepp)ng Map be Installed parallel to tm 10.FALL PROTECTION: d.1/4'thl.kfibm.-.tboard Soild Fuel When more than one carbon momede elan or detector is required to sell characteristic of land,rally send,clayey send,riRY pmrolend door framing mambos,Thelntegdyofel tlreflsfoppIng Mal be dwemnp hgdb,wharatM sp oflM ail of on q..b$.winmwapenInp Bming afg6ancesshal be provided with comWstlonairin accwdaeewiththe be installed within an indNdual dwelling halt or sleeping area,the dayey gravel(SW,6P,SM,SC,GM and GC)ndeas a add test analysis 9. Ad Joists and beams set flush with Mother beam shag be connected m intai ed, Is located law than 24'above the finish floor and gmaterthen 7T Ignition bardw 1s not requied when to foam Insulation has been gpg martacuseyc Installation lmtuliam 090 appliancesWghe at.-daNw..half be bdwoemeded ill each a manow that the.d iftlm Drawn By: has been perfumed as portable R401.4.1 ofthe 2020 RCNYS. with a..letJoist hanger designed to match tM.ize.fthejoid/boom above tint£idsh gmd°°r other surface but-an the exterior ohthe tested In accordance With NFPA 288 such as'0uIckSMeld 112 or aep° ofone slam will salivate al ofto alarns In the indMdual unit .1we.ped6ed otherwise an plans 2. FIRE BLOCKING REQUIRED: bullding,the ape mble vdnmwshan comply with one of following: approved equal. be provided with mmbustlo^°trip eoterdancewlh NFPA 31. M.D. 4. Al wMa 1fom forconanea ors end footn eshall be e miNmumof lie blocking half be prow iat°.ut Off eonwaled draft Theearm sha86e chary eud�aheg bedrmmm over background cakes p g a.operablew vowewtho ana.,,at,,Twtallowa 4'dameter Ducts levelsw helllnterveNng mom dolad. 3 feet below finished grade Wdese rated otherwise on the plans. 10.Insan double flow joists under ell parallel walla shove unless mad (both vertiml and Mrizorha)and s tong an elactive f border p g 4. Inmamn a be ee spaddad in the insulation schedule end deals Chalked 81' otherwise on plans. betwson stores and balww,a top story and the roof space. sphere to paw through the opening vfiem the opening Is on Its Dud Insulation S. An badd0 shag be coon granular fill. p Fire blacking shall be provided in wood frame construction In the tersest opened Position, 5. Insulate wound all window&exterior dam rough openings with a law An top*ducts In unconditioned Was shall be imdated to a mlemen of RA Eauerwrt. MAM. it.AD].leth.gme and hstemm that am In contact preservative treated following loatmV b.operable windows that are provided with window al prevwdon expansion foam Insulation. All other dude shall be Insulated to a mltdmum of R•e. Cwbo^M°noxide slams shall be listed,labeled as mmplyhg with 6. No beckfin shag be pe, M.d against.-to or rtusenry foundation (umber or exposed to the exterior shall be Mt-dipped galvanized or devices that comply with ASTM F 2090. Oust Seefira UL2034 or CSA 6.19.Carbon Momxlde detectors as be listed and Job No, wags without floorfmrtdng or proper bracing am required to prevent sainl.w steal. a.In cons led spaws of stud wags and partitions,including turned c.opanebo wlntlaws that era provided with windawopenIng wntrol 8. AIrA�e labeled e.compying wth UL2075 and Man met the sensiivly testing damage s foundation wage.No baddll shag be permig°d within spaces and pnn0ul rows of shade or staggered wade;as follows: devices that campy with ASTM F 2090.TM window opening Tin bui dmgthermalemelope MaObaconcwdedsfimkeGleakage All such,eG haelBR end fiflerbamashalba.wled Johtsandawms shall be and alam thresholds of UL2034 or C&A 8,19.Carbon Monoxide slams, 2412 minimum of two weeks afar pouring.The Contractor shag be 12 All shimsunder cegar/crawl apace plrdenereahe dad shims -roAwgy etfM wgIng entl floor levels mnbol device,eReropestions mhe"tre mrhtrbl device The waking methads between dissimilar materials Mall allow,far mad Y6santalyaltigM6y meamoffelm.,weksapes,me.tca,P,lutrg detectors and earm central units shall be Installed In accordance responsible for any damage s concrete or masonry well. -Hodzonmgyattnsrvaa not exceeding IOR edowi.g the windows. o n,ehen cat reduce tre net door for ficutI alex Mschand mrmmdon.Rears the e'v barrier and .rather approved dosenesystsma with the RC.N.Y.S.and the mawhelueminsadatianlmtructlona Street Tlge: 13.Wrap all wood girders that sit In a cones or mom sy beam pocket p° InehJatlon lmagation shell. 7. All gmdng s drain surface dorm water away from foundation wags with sell flashing to paved direct carded with the concrde I masonry. b.At all inf.-Ma dons between conceded vortical and Mrkzontsl y mind R31021�ow�t a law than Oa sea required Duct Su.wrt Power Source. at°mlNmun rah of 5%ebPa. spaces such a.occur at defft drop asi and cove tailings 7. Inselabon B FMreetramn Req..tbw Corm.mnt Metal ducts stall be mwrtpd by lrl with 18 gauge meal straps or 12 gauge Carbon Momxkis alamasM d.mate dui mcclm their primary power General Notes 14.No-hdraal membare shag be shared,owed,notched,crrtor eh rGn°n erhetlub/secti.m.rdam gat✓antedwAmaldN broto= dgl0(edm°Omrapprmedmtixls. from the building wGag,Ware such wiring 1.served(sm a...a-, /'� S. Stockpile topsoil for reuse,redssbun topsoil far Mel grading. relocated without per approval by the Architect. ..In concealed spaces between stair drigem at the lap end bdom of ATTIC/CRAWL SPACE ACCESS N-ttsdb dal be supported In azw,dacoewthfm mamd.daeye euce Old.hall be equipped with a battery backp.ysam that _ Building wade the run.EMowd epacewmd.r saes shall have vrels.urdw-abs wdsa installation Wtien Insbudona power primary wy e. Contradmsexawteen.teDpedfoetgea.Perpam and deml, 15.When aIngdmremsomllnnba,.thene.ban bewtlecsWnarefire .M.cams^,Deeded.nlR.en.ka.ddeawAu alrrgrpaanmam. 1. The cmRadmeMlpawmeatka.w.,rmaryatrama.tMl.xlaee CLOTHES DRYER EXHAUST admmatanyPmwaa. Mmamarmammtada.w an of bridging at every 8 fast of span In floor,stdo and flat rmfframiag. 30 d,and Mve a rortiwl height t30'armae.Thorough foamed Did S.wmtian drEwrepower a Interrupted.Wuingsha0ba Fquired oroverc and thoda Requirements The bridging Mal coned of nofhw than V.T lumber setdagouly d.Atapenirgsarohnd vend,pipes,dude,cables and wires al"gins. opening Mad net be lase than 27x30'and Meg be k.ad In a halhwy 1. To be lasted ae par-won M1502 of on,2020 Residential Dedy did be�grdwyn dlaest4'm dismnnadng switch otherthan those required werchared Protedon t DRYWELLS/SANITARY SYSTEM aeandimdonanddoublemiledateachendorewwaadpre•ab eMdo°rl°vd,wifen°pp-o led .sdalamadthefrr:epassag. craft readily°°lawtd.kwt°n.Wb°rethea�.ekatedaa Cote°fNYS. remtlmddudsymero.pwhem - m.talbreang. of dame and products of combustion. mgIng,mfnimut mobatrucred headroom In the attic spa.Matt be they mat the roquham.rtts for underground auct.ystems U.5- 1. Dryweds am to be located as pertre drainage plan and shall consist 30'at came point above the amees. 2 Clothes dryer exhaust system shag be discharged to the exterior. Carbon momrdm alamre shag be listed in accordance with UL 2034. ofcorczat°kah' rings r plans)with concrete coven 16.Provide mntnuous blocking under se down to the foundation, e.Spews between chimmys and floom and midngs through whits Ohrtsbaad Ingamgeeand dcalcmbetihg tie walaorcedGgs mpemting the leaching as Po dwelling Mmthee garage shag be weaved do No.26gmge street ground Manbeed In dean candy tale minimum of above boom column with similar pad material specified an pans chimneys paw sha0befirebiocked with mncombustibIs material 2 Aolawdwefrom conditiomd a p.m age urxaindtiored spawesudh 3. Exhaust duce sMnMroasmwth IntsriorfinlM end bamretructed Combination Alamo. grouts water.Drywele are to be mopped with landscape fabric s lacurely fastened In pace.The fuebl°c)dng of epa.e betwen essit.and crawl spa..Megbaweathemspped and Emulated se 1m°tal having a minimum thickness of28 gage.The dud shall metal or other approved material and steal lid have opening into gasps. Combination carbon m.mxkiwsmoke slams sMObean acceptable Sheer Number: Mmm soil intrusion. 17.Joists and mftem Man be limited to cute and bored Mt..no deeper chimreys end wood Joists,beams or h°adem dam be self-supporting lave(equivakMs the awlaton o^to eun°undng rsdame.Acwss be 4'nominal in diameter. elimative a carbon monuka aamha Combkutlan carbon mamxidel than 116 the depth ofthe member and shag not be located In Ore midde .,.,. al saps of metal laid aaow the We-between shall be provided fo all equipment that prevwdedamoing or compressing anmoke soma.hall be filed in acmrden.lvth UL 2034 and UL 217. w 2. Drywellsam to be compeed with a reln.o/4'da.PVC sewer pipe to 1/3 ofthe spa.Notch depths ofthe ends at the member lag not exceed combadble material and the himrey. thaimstlalbn.Avsod framed or aquivaent baffle or reaimris required 4. The madrum length of a dotes dryer exhaust dud shag not oxceed each downspout leader unl°w noted otherwise on plain. 114 the depth of the member.Holes bond Into the Joist shag cat be doter to be provided when lmsa-ffl insulation is Installed the puryom olwhich 35ft from the dryer location to the wan or mat amdnation. G=1 than 2-a the hp or botom of the jold,and the diameter of the hole shall f. Fiebl°ddng of comlms ofe two family dwelling le required at lha I,to pralml thek.Irl,le, splgnginto to living apace when the.the The maximum length ofthe dud Mall be reduced 2.5ft foreach 3. Proposed salary system Is s be lnwdled as per Suffolk County mtexmedl/Jthed°ptholtM].W.The."Ib..nd.he.°n Ore line of dwelling unit separation. aocew le opened,andsprovide ape mu ant means of malnalning 45d°gme bond and 5ft.for each 90degr°e bend.The maximum Depanoentof Heath Services cad°and as perapproved permit bell-ride dthajald.,beam.and raRen. the intoned R-Vela°Wthe I.-fig Insulation. length of the exhaust dud doe,not include the transition duct ENERGY/CONSERVATION BUILDING THERMAL ENVELOPE NOTES INSULATION SCHEDULE (thermal envelope) House Component (R)Value Thikness insulation Barieere Air Detail Remarks 1. Thew plain are designed to be In amordanm with the 2020 Residents]Code of a. Air Leakase:The bWkfing themul envelope shot be mnabupled to fmhair 12 Recessed llpMlm:Remaxtl IuMmires nsteled In the bWding themrel emebpe Manual J S S m mould for env new or replaced heatina or cooling emiions, NVS Bud fhe 20M Energy Carearvetion Construction Code of NYS for a dunte .Be.lea The waling methods between dissimilar materials teal a0owmr Bto East air leakage between mndtioned and ehmMitiomd Fibmglam - mm of 4A. differential wpazei.n and mntramon.Refer to M e air bander and Insulation Be_pates.All remmed brdralmc shall be IC+tsd Bad tsbaled having an air 1!i First Floor System 17 item A For wlmd attanuation ony imtagation achedwe. teaksperebmtmmethan20cfinwhentestedin accordance with ASTM E293 Recommended Testing AGencv:Integrity Home -- - 2 The Interior design to rWom ass used for heating and moving load calculations ate 1.57 psi pramredfbrentlal.Allrecessedluminalrea shed be webd wAhe shag bee mahmnum of 77 F for heating and a minimum of75'Ffor owing. S. Tmi The budding or dwelling unit shell be lasted and verified as having an air gasket or caulk between M,e housing and the Interior wall or wiling mvadrlg. Energy Assessments:(531)553-1016 N Fiber&- leakage rate or not-ding three air changes per hour.Testing chat be LL Second Floor System 17 Bath - - A For wand attenuation only M-i c h a e 3. Ad materials,systems art equipment shag be Iodated In accordance with the conducted in amordanm R"'NeVICC 3601 with ASTM E 779 or ASTM E 1827 13. Pmnummable thannmmt The thermostat controlling the primary heating or 0 merwhic"'i'a Instructions and the 202D Residential Code of NYS end the 2020 and repelled at a pressure of 0.2 cache.w.g.(50 Pascal.).W..required by the cooling system of the dwelling unit hall be capable of mntroging to heating and 0 Energy Conservation Construction Code of NYS. Dade offldal,tastng shall be conducted by an approved thkd parry.A wftlen =ling system on a daily schedule to mentaln di ferent tamperaWres set points at LL perimeter rim fold R-21 Closed Call - - A M a c r i n report of the results of the test shall be elgmd by Me party mndmtlng the led and ddferemtimee of the day.Thle themcsmt shag include the capablity,b set back LL amund fat Boor 7 per 1' Spray Fmm 4, Centime:A permanentwrtfieate eh.0 be mmplated by th.builder end pored on provided to the code of ckil.Testing het ba performed at eery time after-Eon or temporarily operate the system W maintain moil temperate•down to 55'F or a wag In to spew where the fumem Is bmted,a utity room oren approved of all pewtratlone of the building thermal envelope. up to 85•F.The themcemtehat Initially be progra" d by the manufamaer with Architect bwtlon Inside the budding.Wham fowled on an elemiml panel,the wrtiflwte a heatngtompmature wt point no higher than 70'FandamofnDtompereWre V Perimeter rim joist errand R-21 Closed Cat - • rag notca.morobdrucithe visibgltyofte clwitdlrectary label,wrviw Durna Testing: set point no bwarth.n 78'F. LL sewed floor 7Per 1' 3' Sprey Faem A doom ed label or other required labels.The mrtlflnte dell list to pmdaminant 97 L Main Street Stony Brook NY 11780 R-values of Insulation indalted In or on mifingfroof,walla foundation(slab, 1. Esferor windows and deem,flrepl w and sbva doom shall be dosed,but not 14. Dud Insulation:AU supply ducts in..rdd.ned dtm shaft be Inaubted to e basement wag,crawl spam wall anchor floor)and ducts outside candltiowd spaces; waled,beyond the Intended weateratfpping or other lnfiMetbn control minimum of R3. Newevedor wage War. R-14 2• Closed Cell A U.facmlafar lemstratlon and the solar heat gain wafOdent(SHGC)offenestratbn, measures. end Ile resets fiom any inquired duct system and building envelope air leakage 2 Dampen including exhaust,Intake,niakeup air,backdraft and flue dampers shall 15. Dud Sealing,All duct,atr herhdlero end filler boxes shall be welled.Joints and (7xe') ride 7 per 1' Spiny Foam ens• 831 crIna 14 feeling done on the budding.Where them Is more than o value for each be dosed,but not sealed beyond Intended Infiltraion canb al-awrel warns deg be made substantially htlght by means of feathers,welds,taPm. smell. MMaalne(dMMArchltectAlA.mm a: web. MMArdttec1NAmm campawm,the mrtifinle hallfstte value covering the largereroa.The 3. Irderiordoora,Miriatalleddthe time othe test.plug be open. mastka,gasknWg or Other approved dove systems Interior R-13 312 Fiberglass - mrfifrate shall 7utthetypesand etfidendmolheating,roofing and wrvimwater 4. Exedor door for wntincu,ventlation syam as and had remvary verNlatim aide Bath nose pions are an h.bummf of serafc.m,d era shag be closed end mcled. le. Duct Tedno:Duch shag be pecwre tested to demrmine ell leakage by ore of ue a.aua•.Prv..ty of nil arcm+l.ct heating equpinem.Where spas-fired unversed room heater,.Iamlo Wmaw,or Cbsetl Call mmma.nenm of the wnwm m4 d.ay,e- Wwboard eectrb heaeris InsWfed In the reddenw,the wrtficate hag fiat S. Heating and molirg e;'I ,If Installed of t,.time O the test hag be turned Off. the following methods: � Cellar perlmetar walla R-14 7 A gamma m nova dro.nae Nml m proaaahma -gaafired unversed mom heeler,'ebcbic Wnam'or•bawbosrd eectric healer, 6. Supply and rebn reglstem,0Installed at the tine of the tad, had be fully open. 7 per 1' Spiny Foem b n.Mal.xlmt of W la..repylgkl Talk es appropriate.An efficiency shag not he nemd for pesfired unnamed mom heaters, 1. RahgMn tad Tatel leakag.ehel be meowed with a Prowma difbmntlel of 0.t 0 Nkhad goeha&=%Ly pa.M t.mar veil, elewb NmamAn effi ieicbawmard heaters 10.Flmtame:Newwood-blaning fireplace.hag have lightfifgng flue dampers or Inch w.g.acmm the system.Including the mamdawaers air handler.,daw�-t Spam amund mdari.r I.-Varelor reghdred pat of ne pIt may to cw.Iact. Omrs,and outdoor combustion air.Whore using tightfitting doom on feetery-built Insmged d the Mine of the lad.Ali registers chat be taped or otherwiseceded R windawid-jamb. spray twin noe>areay.a.btt.n emxnt of nil aranueat 5. [mutation and Fereskatbn RasuImmem by Component.Refer to Insulation schedule. fimpbces fled and labeled in aownhin-with UL 127,the doors shall be tested dumptheteat and footed for the Timplam.Where using tight-filling dram on nammy fireplaces, 2 Postrcnw-bon test Toll leakage rag be measured with a premum di a mnNd Penetrators,emend all b.,niven.bn epoy 6. Save Baffle: Foreir-pereable iseulatiorn in vented.111m,a haft.hat be the dome hall be listed and labeled In wwrol.-with UL 907. of 0.1 Inch w.g.BMW this entre system,including the manufawaere air handler pipes,vent.dude, foam flo caufn-138 by - ASTM E136 tested Dreavlrtg SmWa Installed etljamntm mffiterb save vents Baffles shag mslmaln an opening equal enclosure.Registers Shall be taped or otherwise sealed during the bat I.and Ilea ughosut ceTng Evatk.m or equal mgreamrthan Mrs rim of the vent The buflle shag exlend overthetop o}the ettie 11.UbLh Rmm Corhtelnina Fuel-Bumina Aoofarree:lMrere open combustion air Insulation.The baffle shag be perniVed to be any wild material. duets provide mmbumon air b open combustion lueFbuming app6anma,the 17. UpMlnp;Nol lese Mien 75 psrtxam of Me lamps In permanency lnslolled lighting eppriances and combustion air opening shag be located outside to building fixWres shall be higheRaacy lamps or not law than 90 percent of the perne-ndly 7. Aft].and Crawl SM.Amer.Hatehmand Doors:Acesedmrehemmndltloned thermal envelope or endowd In a mom led ft.Inside the thermal Installed lighting films shall mrlein only hlgh¢R cry lamps.Exception:Aduct spamele umm�dMomd spema such as altiw ant yawl spate.shall be envelope.Such moms shall be waled and nsWated in a- arm,with the air leakage test shag not be mquimd whom ducts and air handlers am locaed Issued for veatherounconpped sndled allow ae ftim, rid crawl the ln...hall the ervefope requirements of Table NI 102.1.2,where the walla.floras and ceipaAs entiretyvAtdnthabeldngthemalamefope.Awnthmnapodofthereaule-Iths surrounding surfaces.i Anew shall level provided en ell the Ini ention prevent hag inset o minimum oththe bawmmd wall R-value requirement The door Intl. test hag be signed by the party conducting the led and provided b the code demeSing ormmpressirg the Insulation.A waodiremed or equivalent be or the mom shot be Adly gaskemd and any water Enos and duds in the room official. Construction Insulated In amordanm with Secton N1103.The mmbusfon an dud shall be Typical Root par Cbaetl Call - rebner l.reguired m be provided when looso-6tl Insulation le Installed,the purpose Insulated whem t passes trough the conditioned Spam to a mnimum of Rd. 18.Budding haMng cavitles had not be used as ducts or plenums. O (7x1('R.R.) upper 7 per 1° 7 Spiny Foam A o}winch ie m preventMe bow-fig Gam spilling Into nil Ovng space when tlhe dtic amass le opened,and Is provide a permanent,means of malmalnbg the Insbged 19.Mechanical System piping Insulation shag be capable of carying fiWds above 105' 0 K a: Fibs le R-Value of the loow-fill im dalim. F or below55'F with a mnimum of R3 nsulation. lower R-21 6.1rt Batts WIND-BORNE DEBRIS PROTECTION NOTE TYPICAL INSULATION DETAIL C Window/Door Type (U)Factor S.H.G.C. Remarks Dates: 6 Doubts Hung Windows 0 0.30 0.30 813024 Bid Set Wtd•Bome Design Pmtectom Protection of exterior windows and gtsw doom in 0 9=4 Issued for ConsWGon buibings located n wind-borne debris regions M spxd,d on the raver sheet a.This table is base on 180 mph ultimate design wind spesda,Vim, Q CammentlMndowa 0,3p 0.30 amid be In awardams wilh section R301.2.1.2 of Mre 2015 International and a 33 bot mean maf height ry Residential Code. TABLE R3012.1.2 b.Fasteners shall be Installed at opposing and.of the wood ;I:i R1 0 Awning Windows VIAND BORNE DEBRIS PROTECTION FASTENING SCHEDULE StucWml Panel Fastere hag be located not lewt 2n 1 Inch S 0.30 0.30 tliplcat wing neulatlon Proectionant Ownnas£xmdarglaring in r:'d buildings la In wtrening FOR WOOD STRUCTURAL PANELS(PACIN) from the edge Mthe penal. (we Insulation.module) debris regbna shag be prolecletlfromwlndmme dehrla Glazed opan'hig FASTENER SPACING c.Anchorestrng penetrate through the exteriorwall mverng with an 0 tolled Dmre 0.3D 0.30 prammon for 'ndbeme,dolen omastthe requtremsnbe of the Large ..bad- length of not low Men 2 inches Into the budding frame. Ml.sile Testof ASTM E 1998 and ASTM E 188e as modified n Section panel Span 4 Ft 8 FL g 301.27.21 of the 20151mamdbnel Ri ddentd Code.Garage dmirglamd Feslener Type 5 4 Ft <panel Span<Panel Span Faseners het be located not dew than 212'Inches from Me ` adding Doors 0.30 0.30 Umronled 77 opardng protection for windbome debris shag-.tthe requirements of an 5 6 Ft 5 8 Ft Bade of to mnuem block ar cancste. Attic approved impact-listing standard or ANSI/DASMA 116. No.S woad wow bated a.Panels ettamed sells mamnry or mamnrykWom shad be attached Ya'rigid nsulation or plywood backer Skylights WA N/A :rrJmrw4th larch Is, lo' 8' using vlbmto sIsamandcrs having an ultlmale withdrawal between Bad,rafter Exmmor:Woad muctural panels with a thickness of not law than%a embedment length mildly of not low than 1,500 pounds. Ind,and a span of not more than 8 fast shag be painttrod far opening No.10 wood wow based W a protection.Pawls shag be precut and snatched to to forming sumundmD anchor with 24nah to, 12, e• -If Air Barrier Sealing is required•refer to air barrier&Installation schedule below. st the opening comeming the product with the Stated opening.Panels loll be eInbadmemlength 0 -See Typical Insulation Details,same Sheet No. Data Description predrged as mguikd for the anchorage method and shag be seared with 114anch mg screw bawd 0 the ebachmem hardware Provided.Atmhm cat le be pensanam anchorwith wree i8' Z . - Project carom Istant hard-.provided and smhom p.-manty lnidall embedmentlength - _ an thedngs it ha maem in somtof45 wilt or whom e,ulthemutled AIR BARRIER& INSULATION INSTALLATION SCHEDULE: Table N11o24.1.1(4024.1.1) Proposed for buildings with a mean nor height of 45 feet or lese where the ullmale flat wrongs owe design wind speed is 180 mph or less (sae plan) Component Air Barrier Criteria Insulation Installation CrMeda Residence PLUMBINGNOTES gyp cal exm ar wile nsulamr A cmtlnuous air banter anal be Installed In tie building envelope. Air-pemreable mwlation d un not be used as a Selling material. 8W1 (see Inmlaton schadWe) General Requirements The e#sror thermal envelope contains a continuous,airbarder. typical siring Blake or Joints In the air barrier shag be waled For 1.AU plumbing work to be Installed In mistamordaace,with the 20M The air harrier In any dropped wiling/mfflt shall be aligned with the The Insulation Inany dropped wTmg7wffitshag be signed with air nt local Reddeal code of NYS andm des. SIZE OF TRAPS FOR PLUMBING FIXTURES:Table P3201.7 F2 Insulation and any gaps inthe alrbarder seated, [aer.rti 2 All Soo Plumbing Linea which need to inn Perpendicular to Floor Joists Ced�/Attic Access openings'drop down staire or knee wag doom to unconditioned Fred & hall be located ea dose ea possible b mnterjckt span m mami Plumbing FixWre TOP Si- typical second boor structural integrity of joist..Rafe,to the framing motion,of this shoat ng syysstelem nsubfbn ply�bu sheathing aftic spews shag be waled Bathtub(with arwMhouthowar head (see Inwlatian schedule) 3.Malerale ter water supply end dlablbution eysleme,perleblea P2806.4, 1-12° The junction of the foundation sill dam dull he mated. Cavities vbthin corners,and headers orfreme wade shad be Insulated Donna P2W6.6 and P2908.6 of the 2020 Residential Code of NYS. end forwhirt-1 aMahe-I) semrd floor The junction of the rap plate and the rap of exterior walla shad be by completely filling Me cavity with a maleral having having a thermal 4.Materalsfordmire,-.t..and.e t.,perbbles P3002.1(1),P30022(2), Bidet 1-114" ..- sealed. maietsnm of R3 per inch minimum. P3002.2 and P3002.3 of the 2020 Residential Code of NYS. Clothes washer sbndpipe 7 Walls vines wafts hall every seated F rag o I a 5.Ali Wed.,haw bbb.am to be f "..f type. Thal be toncite of every surd,top plain S shoe pile le exterior sheathing Exterior substantial contact envelope Insulation for teemed wilts hag be Installed Dishwasher(on separate hap) 1-1? hall be mntinuousiy waled n subslental mrhbctend mrhtinuoue efSnmom with the air burdar. S.In areas prone to loading,drainage,waste and vein systems hag be _ pe,-far rimjoIt"", located and instated b prevent Infiltration offloodwatee into Me Floor Dail. 2 P floor(see 1775 Point Pleasant Road ell discharges Inautstion Mort-le) The Boom between wrdowldoor iambs and Mm systems rgesfromthesysteminmfloodwaters. KthenSink(anortwa4aps,withorwitcw 1-12, i O lnardawa,ekyfehle k g.a^N Mattituck,NY 11952 7.In ereae pronemflootlng,worth she0 be bwled at or shove lire dishwasher and food-at.lisp-,) r FQ and doom skylights and framing hag be waled. design flood elevator. Laundry Tub 1-1? 8.Anp[anbingfodwe tobekrsNlbdespsr Chapter27offhe202D Lavaca lArC Rim Joleffi Rim Thetfi sbhanimWde Mu air lated.ier. Rim Jaime hac buyinsul dod. Jurisdiction: Residential Code of NYS. Lavatory The atrbads.of Insulation. nbetion.ad atany Floorhamkg cavity insulationhaobe decking, r floor framing permanent Shower(based on the total flow ate through W1 Flooretrduding ehwamd edgecrlm laton. mrMaawith allthe be persideofwbfloor inconcMnwith Merpaiie of Town of Southold B.Vents: howetheads end bodysPrey.) insulation shag be pemdted le be in contact with Me top ride of Roof Edarrelan(seat P3103.1) 11-rat.: typical aaded.r-9 insulation above garage and sheathing,or continuous insulation Installed onths aderdde of floor Suffolk County open vein pipesMwt exbrd througha nor 0.0 be""dratod nallew 5.7 Bien and law 1-1? (-a Insulation schedule) mnhleveredfloore than 6 nchea above the roc}or 6'show the antdpaled smwemunttstion, mare tun 6.7 Bpm up m 72.3 gpm 2' framing�m�ex de Mom the horlem m the tap of sit perimeter floor whichever de greater.Vital a roof is to be used for assembly as a more than 123 gpm up to 25.8 gpin 3' Drawn By: promenade,obwr ood.deck or sunbathing deck or for similar purposes, more than 25.8 gpm up to 55.6 Spin 4' !F�I: Exposed earth in ume mind crawl spaces shag be covered vvMh a Class Whom provided n floor of cr Insulation,Insulation hall be 4: open vein pipes shall mrtnlnb not low Man 7fedabove the of. I typical axmrarwag Crawl epem wade vapor ratsrder with overlapping Joints taped. permenantley atbchedmthe veW seam wells M.D. 1 find floor Inswalon(see Frost Closure(sect P31032) .2,m In atop(see F1 nawatlon eheawe) Dud haol utlity penstratlonl and flue shafts opening to ex alor or cnPacea By: Vent axfenaiona through a roof or wag,shag be not lam than 3 inches in Insulation echedu ) W1 Shafts,pewtmd.ne hmmMitioned apace hatl he waled. M.A.M. tllamemr,Any increase in the size of the win shall be made rat lace than 1 foot Inside to thermal envelope of the building. grstfloor Batts in nanmwcavitlss shag be set to fit or nartowmvE"shall bu Job NO, 10.Fortrap aims,we table P3201.7 on plumbing rear diagram -- Names Cavities filled by Iasutstion that on lr sbllatlon readily cord.-to the avagable cavity Spam. 2412 Alr marng del be provided between the garagem and nGgonea sheet We Pa Garage Separation (.,,?he se hn tsoughowfustaaor Remsaed%htfirsueeinstagedintebull6ngthemalemelopadun Rammed fghtfudtaee mudkid In the building thermal envelope shelf Energy Notes wlahon shedwe) Rammed tainting ..qr. be waled to the drywall. be air light and IC rebel. 3 F3 Batt Insulation shag be cut ne flyto fit amund wiling art pmmbngIn -Insulation Sch. Plumbing and wiring exterior wane,or Insulation that on insleltion madly mnfamuto drywall mrarw3ng eveloble sPam shag extend behind piping and wiring. ferfire protection -Insulation Details � Theetr border hhsbded at exterior wails adjacent to howere and tube Exterior seats edjamnte showers and tubs shot be Insulated. - ryplcalwlarpermebrwall SMvnrMb oo anterior woo shall sopereb them ham the showers and Um insulation(sea nmlation schJ -�'• grade ElemlcaV The air barrier shag be instaged behind electrical or oommunication O phone box on exterior wane boxes or airxeeled boxes shag he Installed. � Sheet Number. HVAC register boob HVAC register basis that penetrate building Maned envelope shag be waled le the d to be calledor , all. G=2/� Typical Insulation Detail Whedinanubrthati recommended mebdfi ytherbmdranonlyba A Conceded Spnklare waled In o mdmr.det isremmmeMed to rased to it vol �_�y2••��•_p•• CaWAirg orotheradhesNe seatsnb shall not be usedmfill voids between fire spdnW,cover plains arid-11.or mIAnD. PLUMBER RISER DIAGRAM Eztedor Window and Door Specitirations EXTERIOR DOORNVINDOWSCHEDULE AAvnamasamdarbr doors aramba'Aidened4008edss Model# Remarks Exterior Material(see elevations) -Exterior Color.Black• , Vadee(caslnBortriszeboaN) CELLAR A I&W -Interior Color.White - �•,; -Grilles:314'full divided Into per elevation C01 FWH50611APLR ^1%Zq' Typical UnWiaymeneGlees:LowE4 Insulated 9tass 3'0 vat t ru roof 3'0 vas Iluu real Roof (tIQ'd—is) a (ty"all writ-) m E -Hardware:to be selected C CX75-3 egress J L m L Roo/ TYPIpI Wall Sheathing Insec t eveen n�1�h��1 Typical well lnulatlon CO3 CxMis eg.. •V• (see Insuation schedue) Bathroom#3 __ Bathroom#4 Bathroom#5 FIRST FLOOR 1 r Cover Alum.Flashing CloPay canyon ridge lire grain Architect ter' I I��_ 10'-0'wide xe'-0' Apg canyondd 13ltraE , I with Tyvektape 101 Ineuletad windowdasign walnut �r 3.0-+ ��I~' I I�1_ O tall garage door life" vent I r` 1 3'0-i I � do 3'0 l finish.High llRtraeka m be as fight to .eat I I ))a•p ly vent I I vent ,K'o I Casingto eeaingasposubi v2enl� v l� real I I -t 2'0 scat I I I w°t I .0 be salaotad `z 6 LIR Master B500Wwallmourded 971-MaIn Strest Stony Brock NY 11790 I rent I I I I vent ! Cover Window Flared I cmc o emtion with M O Ali and ta. Llay. 1 I Lev. I Lev. I vnthr kta ,oz tza vndextza °conawl d. °rmo"°dI rig. y"B Pe O tag garage door ad. p Tub w.0 I ( W.C. I W.C. I phone. 63168MS85 1 I 1 —Aluminum Cap Flashing ,03 TW20410 smell. MMacrina@MMArchlteclAlA.com Exec.Floor 9iora I S10Y° I Shares Sec.Fluor Al—Afip. efung A web. MMArchit-tAlkoom 1 I calorta match trim color OMIT th•amveha proprnr a the aranuen. rasa cote ra 2'0 I e ras0 tee° Wndow Heed Versatax' InrrbO•�^-t al tNpwnap11 anded, b are 4° cos e w ° ass •San U 5 4'x4'head 105 double 36 x98 tlaor 9 prae°nted an these trarNOe ehan be;-e.vted double swin wstcm aluminum s° I Powder to I s e (sae schedule) casing daorm be selected,temp.glass to the ragex extort or the tar.cap qht 2o2a: 1 Room �-3�'0 M .d Yaadna Mahar 1, M n le nsarved, Bathroom#1 _ Kitchen Laundry _ t Bathroom#2� m imal expansion roam pan car n°Plma may[a w.rinse 'nsulati°n around Wndowe ,0a OMIT Ua ngrnsed rdtem canemt a it°at. —r 1K•0-4 3'0—� tent TL)JS'0 , r'2'0—1 ",a_r`�1 A4.2 107 TW210410 Drawing Status: r- vent `"t 1 I T vent rvmt tr I ant ( scot }-1wK�d 2'0� v°^+ I b°adt I t 108 TW2,05103 (3)mulled,egress 20-4 vent I 1 t I I i Sink �'0 Sink I I �2.0t Lw. Lax. I �. .sate Lw. 1 �^ L Typ. Window Head Detail t Tub YLG ttD D.w W.0 I 109 FWOF12880AL tamP.glass,Andemen'A'Series v. 9re WM Ao.a 6•'=V-0"(half soala) Versa"-d'd. First Fk. First Fk. 514'x4110 TM210510 ssue for r F.AL cast m 1,1 , ,�1° Construction a• beta r2mge seals e�e ®0e usle csia ed ��° nee tmsie / Casirgmbeselected112 FVVG12D80-0 tamp.file. Cellar ��yY / mitar Domes :mica sans scoot bamw 113 FW016080.4 tap.glass Co. / 7yWcal Wall Insuatlon V.—b00. (sealnulatlon schedule) (WERH1 114 FWGSD80L tamp.glass Ta Approved 14 pile 4'0 r e e / Smiley Sysl°'^ Dates: 1 4 pl 1' 115 FWG12080-0 tame 411ase SMOM4 Bid Set Cellar Cellar oat tr Typical Window ++6 FWG12080.4 M.P.glass 9@3Y24 Issued for ConsWcgon wae�fad. rp cD Trim Detail f,7 TWN0410 Plumber Riser Diagram pYn daym°ntto d,Jam a shown 374••_ •_p•• 118 TW210410 Not to stela 17g TWH0410 tamp.glass ... _ - .. 12o Twze41 o-2 (z)mulled,tamp.glees TYPICAL INTERIOR DETAILS ^imat°xpansionloam 12t TW211M10 temp.glass of N N insulationamundwindoves No. Data Desorlpgon ,22 A21 Pra(ecl: l�I A21 'mBmb..on�ree ad.ofcurrbb� �b�'�am�r Casing (�� ,2a double 38'xBE door double awtag door be selected Proposed • Schluter K.,&Line drain assembly LJ ____ re m be selected by scones r-- , w�gtcfl.rin �� I Residence ' Install Schluter-Ker01 DS waterproofing I IL lope traniAon under Typ.Wall Sheathing Sealant 125 1W2104103tr2'camentbeard mombrane flashing around drain flange Irioo t9tmn'thedosedtellhawer wags I I poofi5a ea thownvn Typical Undedaymem Window Jamb_ Tile Floor Door plan Cover Window Flange (sae sdr°dl.) +� TW2+^'+10"•0Porcelain file overthinset mortar over- _ _ ______ with TyvekmpeInstall Shlh.Krdl DS Bdiluterlterdl DS watarpr°°fin9 rrrembmna over --- - Typical aidingFor vrat°rproofirg membrane -thin setmortarover chluterne overt unccupling°nwalamramn I K' embranaovertlgnsetmo car SECOND FLOOR8 -S°NuteM<mdi pooped showsrtroy over z ver Sddum-Kardi Da-pfy s mortaicor sterprocfirg membrane Typ. Window Jamb Detail 2D, TVJ21052.2 (2)mulled cats eueen -plywood subtloor 2 �'/'wood floor 6"=1'—O"(half soalo) 2D2 TW210510-2 (2)mulled,egress Fred & jr 203 AW251 Donna Install SrhlutoWerdl•Band came.' Inthinsetetwallto floorbase aspen at,plywood subfloodconc.slab ply -bflopr 'Sound sense'nolse out2 bounce u(eehaees spedfieati°na urder)aym°nt under all loud floors 204 AW251 nt Frago a (wound floor only) Typical 1 Typical Shower Pan & Curb Detail Soft Flashing O TM1052 temp.glass 1-R5 Point Pleasant Road 3•_ Typical Tile and 3M(8067)tape zo6 TM1052 egmas Mattituck,NY 11952 2Wood Floor Detail 207 TW21052 egress Jurisdlcllan: 3"_1'—O^ minimal expan on foam shim wirdowes rceadad station amu ws vrindo Town of Southold —Exterior sulking(typical) smolm O TW210523 (3)mullad,egress be [61,r 4•°xledortrina selucted bloc Window(ae°aasadule) 209 TW21osz-4 (a)munad,egress Suffolk County board rxtm size Exterior Typical-terfareheathing 210 TW2tou °am. Drown By: Wrap sill framing continuously $Ids Coverwindowflangew,th onto sheathing,up ouch jamb 21t FMI2080-4 temp at.. M.D. softflashing »atarsm and watemlopdo.wdh soA flashing Checked lirro of all bebw OouMe 7 dam bl°°Kg —Sealant 212 TW temp. 2,04S,2 (2)mulled, glass By:. M.A.M. x (wepla IPost c (see plan) 12 Gyp.Board Casio to selected 8' Apmnm V WI�vwSiA 2/3 A21 Job No. g uNess notatl be sstadfed O 2412 -- ( O.,) oMerM.on plan 214 A21 Wrap sbucbrawgh 1ya'raveal C _ y Shea17111e: scftflashing Ini rid (typical) U X. d deco nsmnatlan :.,,. ....• ..., Typical Undotayment ATTIC Schedules ,'x Flat PePbr , rVv21o510 _ to be painted Shim Space Typical Wall sheathing 02 AW31 eiationary - Ilse ofstoal bebw t• Typical Siding AW251 - Typical Was Insulation Interior Rough Opening (see Insulation schedule) ® AW251 - Side INS'Poplar Flat Trim lose plan) Board ripped to site Typ. Door Jamb From Typical Stud Pocket Detail /� Typ. Cased Opening Dtl. 5 Perpendicular Wall ® A21 Sheet Number: `� 3 _,•A•• 3••_�.-o„ C Typ. Window Sill Detail Q A213.._�•_0.. 3' G 3 6"_'I'—O"(half stela) � A21® A21-3 stationary D c FLOOR PLAN LEGEND A5.3 P5.2 ..r..-.., .... r .. PROPOSED ADDITION NEW FRAMED WALLS TALLER/LOWER WALL d y (refer to sections) M i c h a e ` - Unexcavated _ - TIMSERSTRAND STUDS = See Sheet A3.1 fOf _ .. ABOVE BUBFLOOR A.S.F. _ _..x. ..... r. a .•:., ..: ,_ doundatidmplan. h ii to ct Macrina SOBINET A0VFJ WALL < B7 rC CA L Maln Straet S y took NY 11790 U vated `°" e EXHAUST FAN(min. EF --- See sheet A31 for vented to rodedor) phone. 831 80M585 Hardwired/imerccrmecmd email MMaalna@MMArrhltectAlA.com • -- '•� - _-: smoke detector - _ - web. MMArchl[ecWA.com CK arbdow,red/In cted r r B -en mmdda deleMr eete.aa a.wwr er ue ea,liea<r.x.sae me pMrhmNmpar,a,te of Na C ,.1antl dedV�b A5.2 ., . A5.2 to Ua Mlaal eslanl�of UAe� aa.. WYb t 302P14: TMmmslet (D ul had Um Amhltr4 a M d his roaarvad. uw eameabnea ar getr�u8 a-M�t _ �{ Et' "Drawing status: :z... NOTES :. � care , •.. (sea md.plan) -C.I.—.n Nags: 1. See sheet G-2 for Insulation specifications. mlumn bcefions �} ' 2. Install all smoke detectors throughout home as required by r` active • t the 2020 RCNYS,sect.R314 and noted on sheet G-1. 69'-e 3. Install all carbon monoxide detectors throughout home as Issued for -cot tit required by the 2020 RCNYS and noted on sheet G-1. COY1StruCL}lo11n Unfinished 4. All dimensions are taken to rough framing l paaeiv Cellar install Y2-'drywall for entire cellar ceiling for fire protection INTERIOR DETAIL NOTE See tome ation plan e - tar nmre no.. , d one See sheet G-3 for all typical interior details Dates: 77-4' e/3024 Bid Set ;.;•,.1.: WINDOW/DOOR NOTE 92324 Iss,edforConstmanon See sheet G-3 for window schedule. 1Z_i lowbeam .� J7{SzLZJZ1ttZ�_'Lr17�._/{ iZJT (see Ind.plan) Column Not.: (me hk•plan)above SD. Column Note: low beam above r exact off— n �or— n a FOUNDATION PLAN NOTE i ct wlumn facetious ON. m column location. t: . Ri 1 see F see, n. � " md. wti See sheet A3.0 for all structural information. 5�' '' "•: 39'-2' INTERIOR DOOR SCHEDULE No. Da steel tedandladd.rtaba -- - - Remarks pointed and seared to }: _ i..�1. ��ct.le fourk=n mil with a min. .,•: -,.7 ..•; (;t•, •.t,•;.a v, i...a.Tar.=. .,a.::)<;•.'1'_ ry<:. ,� De pI on 1 � Size _ 'nsida width of l7,aha0 :� !. --------- project .- E - a min.of 7 flour I - - LOWER LEVEL wall and shall be spac.d Proposed a min.of 16'oc verticeny �'• align uith N Stair �_ 30'," awing door for full height afxen as per wall above - sect R310.23.1 ofthe IRC D 5,_3, •l • Residence A5.3 steel or alum.Wdder4 be k' 38'tall min. C painted end seared to ' •• hand railing "" ® founern wan with a min. :. to tale 2 'i Inside width of 17,shall - For_-� Prolact a min.of 3'trom +a^�•:.,-.: wan and-.11 be spaced `• L fori mdn.of lWoc verticelly full height of wen es per sect R310.2.3.1 ofthe IRC 28'-2� Fred & -` All �''R.42I AS., Donn a landing" a h-I)-� iJfI E.P. E.P. .. ._`_<__ _____ __.___ r• , r . r an • - .' ..•r l .l •l l ,i` to grede flmW�h'n� with mineral i A/C umt l l A/C unit A/C unit l wool er or equal �— _'' l above i i above above i floor Diets 1775 Point Pleasant Road 1 = -- - - --- = - --- alatioo Mattituck,NY 11952 �wc anrc Unexcavated \ above l - ! ! 1 Jurisdiction: L-----J , c .. Urlexcayated See sheetA3.1 for Town of Southold '• I foundation plan. , . g dry-1 entire •C: .. .. ceaingforfire tlryw•an(s.e sht G-1) See sheet AM for ti protection y 12'mold resistant Suffolk County .. gypsum uaboard foundation plan. Iraoseeaenenaybam n Inalabon(R-14) Drawn By :t t/P mold resistant M.D. g` 10'min.sepamfion i gypsum wan board 14 2Scshrdsat1S'oa i to stW By: Chec ed plan) (seer plane) M.A.M. •l` 1 7x.Wdeetl8' Job No. i9 6 oc(see plan) 2412 a;. Stair Side '.t'.I Sheet Tlne ;a. ` wa`° Lower Level Plan foundatlon wall Proposed Lower Level Plan ® wwae ebb , ccnaretesl.b _ t/4"=t•-O" fleodng to be selected i flooring to be selected plan north • :r.;.c:' rj Sheet Number. c E Typical Interior Typical Exterior 2Cellar Wall Detail 1 Cellar Wall Detail -- -- - --- --- eo'-6 _ --- PLAN KEY NOTES ___ ___ _.____ - _,. __ __ ________ ___ -'" —i-._.._.a- I .� 1, ❑ CUtorn war with: 4,-8• 36, = , 7,_61. 9'_5�• g_51` _ 9'-1•., I. 19- _ - .: t I tapered glass encbsure. ____--------- II I -The wardunset mortar over Sddutar-KnNi OS waterp—fi —_ of aindma '---i of doer , , of dav,kikhm - °f -r ... f tabid - _I `-- I marni war thin set mortar war Schluter-Wrm Prodoped - md See Sheet b0dr and ridge above �� A I l- • ' , _ --- i ' �.� shower troy over thinset martaraver plywood welloor to he p21 , _., A2.4 for - l I. I i Patio plah. o „s i ,i k hauae sal Installed by manufactures space or other approved waterproof I , , pe�eyster(see detal'7'on oboe[G3) D i i - A52 i e-- --• _ ��_,�(�. i i i -Seauro d.water supply deer from fhe shouter mW to the -curb Michael q5,3 -' — i i See Sheet i i ehowerheadmthepemarematrudure. %. I 116 - A2.4 for I - •i -Shower to be equippetl pressure balance mntrel valvea. a r n a _., � - I ' -Surroundbbe rile ovarY'wmem hoard. 51' I atio Ian. i o ( ). Arch itect ________ _______ -Shower at,e•taA vfiere ahovm p P P ,, '3 a 5�• .714 - - • I I - ; Free Standing Sethtub: 97 L Maln Street Stony Brook NY 11790 on one -- I ' •' 117 i I i i i I � -38"of/7lubm be selected 4Y wide x24`deep x 36'tap vanty wide filter one side, phone. 631688-6585 Bedroom#1 Kitchen © DeeNarm tahaaeladadb caner 2 P Y a email. MMaalna@MMArdtitedAlA.mm l 10-7" t 2a• _ -- i I ' ❑ space shelves equally web. MMArddtegAlA.com D (5)14'deep wood shelves to he Painted ue nausm prapmly to me t f..�M.and are be wlectad be selected I -- 'u '-) '"•"" --113 firbinpanen4 0l Ne wncmlo m0 deal bsae (1)14'deep shed set 6B'above finished floor onaalted an Ihaaa dra•Inga oboe be oraeeoO'd ❑E and metal rod set t belowsh." to ens mo extent t , Iron sa P. x.n.2oa4: •m ,, i _� aloe cab. - �_• v _y s— --t m i I u'.e.w e®ed..m�naa+amt o ue-ract0. ^x„ pee or tM Wan mar b•r•ara8uam.loan F 1n 4•� 'I 51• }' , l 1 48•wide x24"deep.W lid vaney with filler one aide. 5j' 't.--.y .-_ _ I 2 I d o q Coun arto to be selected by owner 15'-1' 48' _.-._i 0' 5-0 2V-6�' 15'-1' I P I -�+ 771 , 'i Drawing Status: FLOOR PLAN LEGEND at). '�• '� I ° �.� i i i i t a ,�. a• .' - - 5• ^ ante I �§ ^ 4 'I l i PROPOSED ADDITION s'-D•xe'-,0'r.o. � r-----1 8 � �; � Living I Issued for PuOb'n! Ai' : Room �•v^dapre-taheaa 1 Construction .-w 4 ull I c firepta r N be Den ' ' ••, + NEW FRAMED WALLS i e O I '2 i selected.Irwtalled ® •� 119 ' QT cased opening 1 g„ uy [ 1 t i TALLER I LOWER WALL - ----____-- �atand �'1 oamrgm per'menut one I i (retarto sections) or - --------- C -`. 2 m gi I ba selected l i b -- ^, C' 10 i I TIMBERSTRAND STUDS ^ be sa cted _ '2'2,_4�. }• Hall I ABOVE SUBFLOOR A.S.F. I}-& 40' 60. o � B �•"' i ® '�' I �• 2�• 24 15'-1` ' ° SOFFIT ABOVE/WALL [:!L:�%.C1J_!; Dates ❑ ro 4'-6' 3�/ \5�• ti.r. I I CABINET ABOVE �• 11D a seal Ilnen D y © 4 •m O •�!+ i I EXHAUST FAN(min.700 chrl[o be 8130/24 Bid Set ft m . - w f '� 38'ref. 3a�II base cab. 11 EF l� rem D Ft glas, o n - - N e :.�.r verlta0 to extorter) 9123/24 Issued for Construction _e _ hDWaf', 2'-e• 3'-4' 1— _ws_ed opening __ ,' u� r .m •I 3 +p T ____ ___________ _________ _ f Hardwired/inW—nrrectad so m T i i •i smoke detector Walk-in 9'-0' ` Pant e a (�}-_ a�! p Hall g;; ` Hall Ha drn ae/In a aanneamd ' - + i c I-!�+v _:d�--�-'"r._.. C"2�' JO Tdi1_0aE-FFn`ti-r-.--♦ ---..: _1 3�1. bbebe s doeeto,aeeleitr re edd •im 2 .-or®1a-1'dl.hL � ❑15 _21,�i i 10-a_ _._ , 1 o I I 1 _a carbon monoxide detector Thermostat O 8'deep B #2^ 5 g + ko broom bow NOTES 7=0 �4_10• - 5�' 51' 13 _ b - - 13'-1• 22• 6 -4' 10'- J �y No. Dale Description b tzt I - .ti _ "'•' -+ - s -t 1. See sheet G2 for insulation specifications. To of Stab 'r'V�a RI .. 3s•tad guard 5�• 3�• 14 ❑E �• •' Pm •`O +� I he/owsubfl600r , -3q 0 raging to E '' 2. Install all smoke detectors throughout home as required by ' - `S cede Asa 2_ the 2020 RCNYS,sect R314 and noted on sheet G1.Foyer p.E i-: '�• ' •' - _ _ o� pro -� 3. Install all carbon monoxide detectors throughout home as Proposed - 723 i EF - __ e� 3�• - '- 9 required by the2020RCNYSandnotedonsheetGl. Residence -Laundry 7 1 4. All dimensions are taken to rough framing 36•tauguend �Room Sty, -p [, 5 rellglowde 1aid ht INTERIOR DETAIL NOTE For 19'-I+�' �• F PDy, oanng to Tilefl. a ma8c 3= g \5� i �5k' OO111 . be selected ' e"hutbd be yanng d -.r s'r7'. Up 2R u I w.m. q (10 n n C , - - dryer ^� A51 See sheet G-3 for all typical interior details landing C' _ _i- Fred & i 25'-7' S}• EF-76: ?• 9 �2• n _ 0.. 51• - �vemdry rro 108 WINDOW/DOOR NOTE.. 2 ,hroe Donna I y g 105 See sheet G-3 for window schedule. _.1�� _� ni,.> 107 i � _ o-. _. Frago la STRUCTURAL PLAN NOTE 1775 Point Pleasant Road f-reMe th'se iwns fa,ga ago Two-Car �2 Garage i - Ri x6°mcro2am S 4 het' ; i Mattituck,NY 11952 ^ _ J --s£#stromfirstfloo, See sheet A3.2 for all structural information. ^ ^ i at o lad. I-yubAoor to_secorM floor, I. P P - I:-- [.del]heat&t chon rated forextarior $ i {date(ce truduroI PI Judadfid n. temperatures in garage to be imr fledL_r—'- l I.I o as per manufacturers specifications `� -- -- - -- _ INTERIOR DOOR SCHEDULE ` ■ ■ Town of Southold GARAGE DRYWALL NOTE i ______ J___I`1_J_-. ______________ __ ______ ^ size Remarks Install(1 payer arsnr ye0pa x ; Suffolk County ' gypsumwa8boardtowalla ; FIRSTFLOOR a and cairing 3 fire rated s r.0 door Drawn O i Q with self closer to bee eeiedetl �� I t16'-10'd9. =n M.D. height vadas ' i 3 •i O 30°x88• swing door Checked By: double 24'atg6' double axing doors M.A.M. _________________________________ IC28 36'x96• pocketdom Job Na 128 5k• r rl I O Millff- swing door 2412 Pro os d First Floo Plan O I I e ze"xgs° swine open sheet Title: 1/4"-1.-0., ® Q7 301x98' swing door plan north •i O 18,xB6• swing door First Floor Plan 30"x96' swing door double 24'x96' double swing glass doore 15'-1` 1 A5.3 i 5�' i 51• 11 double 24'x� double swing Blass doom - C _ 2 1®32"x96• swing door m 702 tud IB' 4'-g6_•7g'`-0• �I2I'9-6` 7'-0' Y-0' 8'-0'---16'1-`0f•—rmore8'-0• ceds 26 y',-547' 1 a• y ©13 30•'s8'° e Sheet Number: (,.of door swing door for ' 10'-6' w pocktd.r owing floor 14'- 30'-0' 42'-0- 30SA8 Al2 PLAN KEY NOTES 65-5}' to-o' la'-11 �._6�• Custom Snorter cold,: .--_--_T. A❑ -Custom tampered glass enclosure. -Tile over dlbmetfroriar over Shhner4denli DS waterproofing 6•-0' 4'-0' 9'-5�' 9'-5�• 9'-1' 19'-5• 8'-0• mambram over thin set mortar over SUllurara(enllpre doped 1 _ - D --__ ----_-_-_- _--�_ i j j! Installed by manWacbass-apace or other approved waterproof 4- A5.3 _______-_-_—_o' . ! = iyge Viand omd loft .of epedrwm j i Pan system(see dete6 Y'on sheet G-3) M i c h a e 1 I I IIII i -Triple 2Y4•curb •Seale Me water supptj rimrfiom the shower valve fo pits C ;z4• u'-n•roof aspic 24• shower head to dre permanent structure. A52 I 6ho war tobeequipped with proswm balance control wives. ri n 2 0 - -------------_-- -----_---- -- 13'x18' -Surtound to ba tits overYx•cement board. .a Typfcal Roof Dock Conshuction I T.C.Poe -Shower mat(ta•tall x 16'deep wham shown on lane I P ) •} t 514'Decking to be selected set level ! i .......__..-....___....._...__ __. _..... _.._ - j ! o Free Standing BetlNlb: Arch'`�C` aver tapered 2'z4'P.T.Sleepem at 16'ce ....... .........._1_....._ y over pitched EPDM RaoM S stem (-1-----`- --------- ----- ------------------ ! ! I O g7 L Maln Street Ston Brook NY 11790 g y i r_.-_____.__-_-___.. _-_-__-_____-__-_-_______ ... _... 1 36'gueM I Y -39'x7Y mbto ba mlec�d over pitch d3/4•CDx Ply.sneaWng ! ! Rocf Deck. I reging fo'wae over tapered floor Joists et l6'oo I .. •i ell N{sa@ass I rowing (pitch m-ppem so shown) j I � - - c g � in � I Q © (w)unisr with filler each aid wuntermp to la leated by owner Phone. 631 686-6585 (see deta6 same Meet) i I - to mledt.d-�- ! I! I IA.com - —� smell. MMavina@MMArchltectA wet. MtNvchlteclAlA.com (114'deep ahelfmt Sam ebwefinkhed floor and metal rod set2'below shelf thaw plane ra on bntnu .1,or wNca and ore t--I i i c� I; B tno a<ea.roe prppofy or In.arbmt•ac •E t.7 mrh4es�m of m•aonaaa and a.dan Ids.(5)14'deep woad hot..to be Painted apace W.N.equally we•mted oo I ❑ m ldmdhoa Bedroom 2 1.U Most e moo be proeeeauee4a: Ul asl aaM Archh at.pc M 4mt.nrmed, �k part of m•done mar be lop o Dad.Ilhwl I, 6 i #G i! 4Twide x24'deepx36•C16 vanitywith 6gereach side ins emrema4.riwa aes mot of m•wcelteel. 212 LL " O O ;; F❑ Cordertop to be selected by owner. Veu d ngm , ! .'av O 36'wide x24'deap x38'faD veNty with figs each dda Drawing$I.W9: j -' ----- sal d I I ❑ Coumerto0b be mlerad by owner. 9 j ] 7 24 ! n •I 135 I • o 9_e _---_ 5} 18'-0. ,' 5�' I6,_`3• IS'-1' 207 I! 8e I _"_ q $ 5�c FLOOR PLAN LEGEND Issued for O i' Bedroom#3 `oE i j 213 �$ _-,2 tub i! Loft Y 7O e'-1° g•ht i PROPOSED ADDITION 51• �; _ _ 5�• ni I 8't nrg p+ 0� ch 'S' � NEW FRAMED WALLS Construction TALLER/LOWER WALL or M r` .--------- i------- - Tile Fir. a1 I 4 ! (.far to motion.) 'i I j i _ __-__gg I I 52\ 1 �• ~� ® 31• Ifi' g •' ABOVE SUBFLOOR AS.F. 241' S-10' 9'-2' . 214 t1- - EF. - 18' 60. O j SOFFIT ABOVEIWALL Dales r ._ O -7 —;V Bathrm.gY3- � ..v a � 206 � CABINET ABOVE l tU30PLl SM Set Snack ❑ B '.w .n O vantedEXHAOto GA560rST FAN min.100 efmmba EF I Roam_ _ 6=t•l9-tR E 9 Bar I' 9f1924 Issued for Construction m I I so. Y-5�' Hardwired/Irderoonnecmd j! !j a r •� dMn ,^;v'�" _ wmdopeNng 3 '7 j - H smoke defector o ..,.. 5• 3}' -�_ _______________—___ - Ia rm 5 O CAL 20 11-2� .; a "f' OT aA The Flr LL Hai sd 1l is d mcted '! 4 S0. carbon 0: °war nil ne 1 N Balcony ® ❑ ha EF TMmaeat QT -t j bemleama .. 1 I No. Data Description :.., ab O ! © I � r000ae W.I.C. m'Igrp ' -'-----------'- I -- - --------------'------------------`--- rumged •iY 1 S sheet G2 t insulation Pro)w -------------- I I r- - --`----------------•--— --5�' ; 5j• a so n16ng--� ! See s ee or nsu on sham IProposed wan below 5, I 2. Install a0 smoke detectors throughout home as required by ! , ------- - -- ' the 2020 RCNYS,sect.R314 and noted on sheet Gt. Fp Bedroom#4 aomrera Residence D I� AttIC -.i:A❑`-,�. �:-�,_��;: •� •' i I e's$'As.F. •� •' 3. Install all carbon monoxide detectors throughout home as f53 !I - _ ?. : e 1 •m I required by the 2020 RCNYS and noted on sheet G1. Bathffn.- M waded ; I .� 4. All dimensions are taken to rough framing For -5 EF. tffiawall.t ! INTERIOR DETAIL NOTE Tile F. 2 g_,.pia N 4 Fred & A I Tandy g jd.,wn 2R 1_ See sheet G-3 for all typical interior details Ja --O A Donna WINDOW/DOOR NOT3'-1' 24•.. N , 202 u+ 1-ragola See sheet G-3 for window schedule. zo, pen i 1775 Point Pleasant Road shows ;! Mattituck,NY 11952 IL !; STRUCTURAL PLAN NOTE I Wth ZxS`rnniaofi m� I ,gmamcuan i I i from first Poor wbtfoorto ! See sheet A3.3 for all structural information. I I second floor*b,(ma Town of Southold stracNrN plan) I j _ INTERIOR DOOR SCHEDULE Suffolk County ! - Sae Remarks Drawn BY: SECOND FLOOR M.D. 5`• ! O 30'xa4- svnrg door checked By: 42' ,.'vldm and Building Siding MAM. ! rofdga�ote� of above Popr / O 31YxB4• swing door 7*-51' 32'xe4' owing door ' ®doubts 24'x24' doubb avAng door ! -___—-_ ; ' 26'_5�• ! 1B'-0' 14'-5�' 4'-6} 24' E.P.D.M. Sheet Tlge: I Roofing r 0 32,rW swing door 3/4•P.T. © 4• awirg awr Second Fir. Plan Ply. Ga3,.r O double 30')aw double swine door Ripped \P.T.'2 ©32'>84• swing door xb' I; i Proposed Second Floor Plan ® Fartag �� owing c1c r `-- ------ --- -- ; i; 1/4"-1'-D" Pan rand / oar \ 10 30 ' eWrg door ! �Joiet \ � ',N4O . j I I I! 11 28'xe4' swing door Sheet Number: • _-_.--_-_._!I Detail of roof deck et well O ---_-_ _ ® _--___----_--_I E 1-1/2"=1•-O'• @ '�• swing floor A5.2 A5.3 13 24',S4' swing door A23 2T "` a• Patio f 4In-ing we polio der Omninq 4• FLOOR PLAN LEGEND 18'-0' 38'-8' 20'-V patio root patio roof haminq g}• �- D 16'-1• E be veapped(typJ -. 67�P.T,palm 8•x�P•T•Poste to PROPOSED ADDITION ' A5.3 5�• ba wmDpad(typ•) 19-1• • BSc6'P.T. C b'x6'P.T.poem t, ~ __ _' NEW FRAMED WALLS wreppod(lyp.) A5.2 be kwapped(typ.) _____________________ 'co - -low beam above(see strut.pmn) m m __ ___ _ _____ _____ ___ ___n___ m TALLERI LOWER WALL � M i c ii-,a e 1 _ ------ --------------- - — I I ""�` I I or __ _ _mwbeam above(eee abut,plan •+,+ (remrm sectlona) ---_ m 7lhlck i i $S i +r dawn lR i f �- I I Olueamne pevem g$ ; ao ' ' •i •u ABOVE SUBFLOOR AS.F, M a V■ ii n a •� Covered ' I I mbeeemtlaa I —N I ti , -QLItdOOr_� —_ i , 1 ""R• SOFFITABOVE/WALL /� og o Patio m '� dawns —Kitche Architect ^U to s s ;"; Covered CAB i 1� 2 Wck 8'0. 13•x,0• EXHAUST FAN(.in.100 rite m be fF. •i landlrg �apptprq pavem 1 ---- pg S , 1 Patio#2 I e7 L Main Sbaet Stony Brook NV 11790 salaamd m - i i 2 Wck - ,"i T.C.flue vented to exterior) dawns Uncovered Waeaonepavam 3}' o I I mbe ealetletl lmra So. Patio _ ��, , '✓��•�,y�y q � n�o} 4 Haldw;rednmarmnnaama � phone._salseB-Bses ____________ __ ______________ c 21hbk i '- ' 1 >r m� ^tea iO grlm,lsy ins smoke demetor smog. MMacrina®MMArchltectAlA.com .., • duesmne pavers i,�; 1 i above r qµ web• MMArchlmc,AlA.wm seeinundation •I mbe setetled - I E I 8 BroDe vrob wWminewctedae raferenw Hardwired Iinterconnected px1I 'or cagar — I pe r Chapter 10 f the 2020 - carbon monoxide detector etaV Eimenekme 'l; RCNYS.Malnmul a8 reaulred 1 Thex pane oa an Nnbumen or a=oed.1,n ana aro 3 i tlearanmem into tofr mean t Ne xmeup4 m!e�dgn Neoe 1Y-2�• 3'-0•�i s i harmtg permde.Callautt ' i I TMmwamt O qra sea an aces aro.mye vote be prme2Z ` _ _ - J With fliem regarrbna flesh or I 3J�•-{ be luau!extent or Ue lie.CODYkM 2aa11: YNrod Yoo1w Moniteot.pa all to..—L B 0 5' — •I I I raised hearth. I i B qe e;noeeeW.rpltten cmx•mel of Me adJ eat t A6.2 •I A5.2 it NOTES Dra ving Status: ; I x' hal36-tau l tees :I ' -- 1. See sheet G2 for insulation specifications. a-- '--•---- ;; - 4-a+ ' p m tT' a € 2. Install all smoke detectors throughout home as required by ; i (tva)a o Y' the2020RCNYS,sect.R314endnotedonsheetGl. Issued for I 7$ 3. requirallcarbon020R Ndetectorsthroughouthomeas Construction remng eco e � �I �- ,I �i �� B i g.�� = S required by the 2020 RCNYS and noted an sheet G-t. foundation , ; £ s @ m code ' I i •' 4. Ali dimensions are taken to rough framing LIandi1g • ��I ': P18 IS 1 below _, ._._a � i i iw�� I$�' -.•k I l I WINDOW/DOOR NOTE Dates: 2 thick x(i 8/J(124 Bid Set J_ See sheet G-3 for window schedule. Wide bmestone -II_+__J_. - i i 61.V o• a2924 Issued for CAnstru on border • �(tYP dl STRUCTURAL PLAN NOTE _ -J --- See sheet A3. or a structure information. -- --- -- No. Data Descriptlon .JJ ,J it JrJ -f II '-1 I 1-i I 1 I I >I- alum.grete mvar m be J..]' I ---, ----------------------------- L_ 1 C I L-. do�4n S. I R Prokct {minted witl1e39'x36' �° 1 _ ' _ i ____ _ eelxa�doorfllat nrl be J_') --_ _t�I J.1 We from inside ae - - - - Proposed - par sect R310A ofth.1 C :. I.I -, -- - r. -_, J J ...I 1 1 11 Residence D t , I._-1 -- - Qoaiioof n• For I -(`_ g I ___!_• _ ; Wide orWaste" e _,,, bards!r i turn.grats cover to be y _ _ - _ _] t I I eCR J:}_ - teas bie from in d ae `-;- i per sect;910.4.f Q,.IRC I Donna Fragola 1775 Point Pleasant Road —— 'C rn. E �,, Mattituck,NY 11952 )' I I Jurisdiction: j J Covered— I ;B$ Town of Southold ' JI Patlo#1---� _f J ' Suffolk County ' i E Su 2 i F 30- ba g II I� i 8 .. ; 6'x6'P.T. bluesmne�ve J 1L�� _ + -Aostslcbe, ��]l $ 9 i wrapped(HP) looted � —m i�� Drawn By: 1 - - , low beam above — M.D. 7 a -�--- M. ---1------ gap Checked By amp m step Sv MAM. 2'Akk See�tWinchxel Job No. - Muesmne treads structural loin. 2412 I - - to'_0. - ; Me"curter on door Sheet Title ------------------------------------- amty on door Porch/Patio Plan I 26'-* i patb roof frornng i 27'-Ij• . Patio floor ft-b g I I Proposed Patio Plan Sheaf Number 1/4"=1'-0- plan r�M A2A E C A5.3 A5.2 As.3 As.2 "� 80'-10 t r--------------------------------------—--------------—, FOUNDATION PLAN LEGEND Is, 1r-0' 15'-•2• 19'-7' 35-82 I - - - , ______ SaTMReU CTURoAn LP POST __________ ______ _____________________—______ ______-___________________ ' mn. unlea mm d j r _.. TECO=INSTALL SIMPSON STRONG ` - ; See sheet A3.1 for b i I TIE JOIST HANGER M i c h a e l patio foundation plan. --------------- ------ -------- -------- -r New Foundation Wall �•''� I I I I ,•.. 1 i - i On Fmting '.�T'-'rr•a'•,.,.•r•.-ems'.•-., ■ ■a I :.-.. •.. I I ropo/wan(p'-0') • ! -----b''-------------- - ---------- ' I7-11 6 ' P ) lM l t ,- Architect - 97 L M I S S W 11790 0 r ------- a n Vee1 Cony Brook r______ ____________� cee Ian • I --------r I , See sheet A3.1 for Dropped ham m of fmting I n phone. 631686-6585 a-------- patio foundation plan. r---J errail MMacdna@MMArchheciAlA.mm b. I web. MMArchItectAJAcom a ; I I •` i 1. I Ito• I7•{,�• 4' 17'-9• `I I B Na udusin WCP•rlY o/U.orthtlact 9 ; I 10' ; Z X New Paned Concrete' M Ihela "Cop1.gn3�i A52 Fmfirga®a•ea .conapa•1arena8'-1' 2C ' Mkhad Mrina kehltaal P. a ____� ___ ___________________ ____________ ___ ; I Dep9 Symbol ' xo— - 2 2 lM1e alpreaae4 Mllxn eanamt o/the artM1ltal. (3)1Y15111rM a T6eam __ _______—____________________________ ____________ I , Required Hold Doom , tO•� ' � ��m Ta (pier e Location(nee detaig � Drawing States: 1 m • mbavme rypi al ttyypical col end rypiaal ! don 70 I ' ' mnanrl nd footing under post column and I '� Pod From Above r%<y footirw from ebova rootlr+g i 1O'' , _ I fi9._4. b !g Word Issued for E •'•� I andtap 1`; hove i I 1 , 7- ; o 'g UTILITY SERVICE NOTE 61 LL Unfinished ; Construction d ' i� � _ � m §I Cellar m I ;� ; ; i GeneralContractorShallLocate&Stake COnSLrUCIIOn m11 I- m , 1 4 I LL :e'_tr dg.tit ; ..,a ,p. ; ; Out All F_ltist'g Utilities Prior to Any r---- --- u_ I I - - , ; Plan To orvu B +�-% ••• ':.• ' I i - P 8 I are Approximate Lofcations Only. • - - --- - o i r -. f S a:j "`�' 60'x6Px24• 6a'xfi0'SOA' a to ' -- 181 :: ; Ldnp bottom L_ _________J ^fir i �n po.a.roo5rg tan p.e fmtirg i Ir I ; of In a w1N RS atT with a5 etT I ' I __4 _ __J •�' ' elarg thl9 `ry' each way oc each vray I ; ; Dates: r = wag b -m ry�lm, • he��°ast r NOTE TO FRAMER XXXXX7 ./. ' ryWcal column •e and n deep x 15•fan ' 14' I ! - 8/3024 Bld sat �•.,.. a1M footing g'_ 14'-4• 15'-1' , eS4w.i• Framer to coordinate all toilet,tub and shower 912324 Issued for construction rati p•0• drain locations and not lace an floor joists in '� 'IB' 6'-B' 8'-6' 8'-6' 8'-6' Y-1�• ; . i ' fmbrguMer P y a, post�'" ; !beampoaket those locations to allow enough spare for • ; j window ! !'o• ___----_- Nllq,09 Bboven' ,� wt4x38 —�boven'� _-- I !xeechwaY plumber to make their connection. iL's I I µan 1 ''• '� _—_ _ IOW�6am nee r=__ i.�� ___� 'w z` I I I ow be9asee- ., J O I I detail'17 on I.• f0'- =� aid I I sMwer 1 toner :? 1 ladder 8J dwwer nl » d in ypcal ryP alodumn ahtAa7, 1 above I , ! --j Top of Foundation Datum 0 L Y. •, 4•TJI360 F.J.i above HPi 1 above I , .. column end pad from 1 5'-4' 9 tooting = mro Ling aun"ddetr pob"ct e I ' I 10•' > I I OI OII -, (,6lengm, ; - (Datum)=el.27.0 _______ . I 1 .. 7'-0' 9-3' 20-9�• Made_ I 1 ; :. ; o T m,Va'.3B 10', �; ! =++ ^ -- --i axaxYe•Hss �poatfiom 4S14'x'/'Hss I General Contractor to field Va I , -; + x E mlumnfor hove lumnfor L______J ; --- L-___, riftlfan 4'-a' s' '. L-------------- Je r-----__----— ----------------------------- LL It8 Mae two n ear wo ' I L _ adjustment is to be made to the top of No. Date Description I I Rm _ ,Y?•t,;;:.:Gtr _ •;r;;. % _..,+:<.•'r.;,_:.:_;,..; i 3 I wremna LL loamrm LL a Q i :: -- r--Jy foundationelevationtopro vide proper drainage Pi..., r.. 1 i 8 - I s'" I % - ' $ I - .f: ` '-� ' • pitch around foundation. Project. ::x:.? oo •� To ot1M1h0 ; ±` ; ' •• 1 To o/Wan - I `. , p-0• I :: I i M, °-0' I k. , ;1' nli 11 / III - 2 2 —_ E 11 to LL g I I I a Foundation Detail Note Proposed j 1 0. I • ; a I Iry A5.3 'S g ; I I i E 5,,. ; 9,_,�. ,_5. k4y �- • � �I ; Residence D l0' ; miter emir ugh I' I ; MwdeOw I o See sheet A3.7 for all Asa r L amve _ ap�ns I j Jj foundation plan details. "• :;s < ;.+ J 9 :•: ! II I, e'� ca rxta'P.T. I ! ! Tc Wvm For ' •r___—_o___ ' ; '' I ��$ buck.14 ddea down4• FOUNDATION NOTES 6.-1' 19'-1�' r ,3 2I� ! p`. L ladder 3 3 ; ' I' ' ° 10 •Double All Floor Joists Under Parallel ' ; ; ,- l 'VF=r A ' I 28'-9' 14_S�. d I 10' _----------------------------------J ;------ - a Walls Above Unless Noted Otherwise. Fred & E as, R a ; ; I'2)fy zfa i' I t—;a :•,:a:i:<:,t;:t"r.:..,...:. .r• "; ; Utilize Steel Shims Donna m ; •Uti Only Under All Girders. e orrt� I m ---------------Il Bush header— -- .. r 88 ! ::;r.;r.••^;.:rr :::r.:r ' I °`O I •Wrapallwoodgirdersthatsitinabeam Fragola S d ------, y --- - ---------- - -------- - ----------- ;m I a c unit, ac u ilt, ,ac tine P P r r__ pocket or on 1 th ice&watershield 1 1 ; a c e n ,r b J To of Wan •� I I t above_: above' :shove-i 8• r ; �6 i I To afala5 - , , u• soft flashing to prevent direct contact with 1775 Pont Pleasant Road ceataomtr o'4r I I i 25'-2�' 3'-1 ' "' 12'-4' 20' 12'-5�- , ; 21` concrete. Mattituck,NY 11952 ac Mnn !10' •See sheet A3.7 for all foundation plan }, 1 above S •� Indelllm end»ater i I •i L GARAGE SLAB ! ; Unexcavated aMela underlayment 11 ; details and specifications. Judsdldon: I 1, ; 9 ovPaortopooudngd bog 1I7 I 15' n I , 4'ThlckPotireaconcretegab I .., Town of Southold 26'-•'2' 1 I Concrete Header Schedule: 1 ; °: ; 1 i W(re Mesh Lapsed Mn. ' _ WSt_ ------------------------------------------------ --------- ; Suffolk County 48 oc war 4'dto��rat ; _ _ - 10',Ndex1S'tao Mader Wth(2)95rebara muse mlrsktlng of dean I --__—_—_ _— r____ __ _______, ___—_____ oodd umotlr rM,navel,ormshed abrw. ..., ,:. L-1 at top&bottom with a3 dinups at(roc., -� ! FArh Slab To»ard Dmree , ' J , -, To ofWal , , E#end mp&botrom,ebar z , min.of Ire•per foot �I \Ig ; down7 I JI7 eeoh aide of bearing. M.D.By: ' ' I. ro M.D. Approx dab area-995 s.f. 1 ! i% ; 1 Ir�iyB. walk br atapek • _ Chatl od 7'-0---♦-=}---e'-B• 9'-5�• q _CELLAR SLAB.NOTE �: UNEXCAVATED NOTE MAM. Y• ; ! is• ! • - -- 4"thick poured concrete slab(3,500 Psn with a I ; a ro FlII and tamp In 6"lifts fora 4"thick a fNN4.oNV4.o welded wire mesh lapped a Job tea. ° r , poured concrete reinforced slab with m n,of one Wa mesh and wired together at 48• 2412 #4 at 12"oc each way,over clean sand or,Instaged wilh'Haala'SM100 mesh chairs zs-a• 8 over4"(314' crushed bluestone,all� (optionap over'Stego Wrep'vaper banter over Sheet Title; Compacted to 95%relative density. 6"thick layer of%'crushed bluestone.IL'-C � ,'i 10' Install a 12"Premolded Expansion Joint et Perimeter, Foundation Plan I I To owan ro°� n I Proposed (slab area=epprox 2,802 s.L) `` ! 3 dovm24 ! .: ed Foundation Plan .�• L------------------ ---------- I - �i-•♦ - K-:r:L 1 1 - - ` —_--______--__, 4 'tp 3 Ta ofWal ; �% i Wan myth - o I , o •n down 2a' __J ' 2Y-1}- 14'-10}- TYP. COLUMN&FOOTING L------------------ ------- Street Number; o I +;yt•,, HSS 3Y2"dia.xY"Steel Column an 42"xQ"AB" Aa2 L f tali(unless noted otherwise on plan)Poured 3 Concrete Footing wl at 7"oc E.W.21" A10 T t• 12'-6'm.a (sae details sheet A A3.7)m.a. 0' 80'-6' 1. FOUNDATION PLAN LEGEND STRUCTURAL POST min.(2)24 unlem noted otherwise on plarre TECO-INSTALL SIMPSON STRONG TIEJOISTHANGER �/,n ii`+^h. New Foundatonwall , On pawns it Macrina ' UNEXGAVATEDNOTE roppfw9tm-0•) ______—__ LomrTop ofwall -------------- Arch itect FIII and tamp in 8"lifts fora 4"thick poured concrete reinforced slab with (we pun) --------------- , - ; D C #4 at 12"oc each way,over clean sand 97 L MMn street stony Bmok NY 11790 A5.3 P5.2 over 4"(314')crushed bluestone,all compacted to 95%relative density. D pppea botmm orroowB 777-771 ph-a' 631 686-6585 em etl. MMacrina®MMArohltectA[A=rn s2'-0• web. MMArdlltectALrLcom 55'-4' 1 20'-8• 2Cr New Poured Concrete th•••plm•m•on bn ant o1.m.Iu e:d me Footing aro•.tluYw 7t V.y or Ih•erd,n•cL TS-6. Infringanaile of N•conWW e,d d•Yyi keo• 10' To Of Wag 7 To Of Wal to Ne hll••1•rtml 01 Irarlo•�Copyr ght 202•: 7� down 7 dovm7 Deta6 Symbol r- NIWY uo>Y.brhn•ck Dw M dooAAm nd<rv0. nd Pert df m•pion•may 0•r•poducW•INoul r-------------------- --------------------- ---------- t 2 2 m••wr Md.du•n dm••nt of tn•ormr«L —m R - --------- '—______`O________—______________—___ _______ _______—__—_—_____________________________—_--___________—______— __________ ______________________ _ _ ___________n i Required Hold Down - __--'- —i- , - _ ._ __ _ ; 18. Lorahon(see deta6) Growing Stews R r___________—____—__________—______—______—______—_—____--_____________—______---_— ___ _—____--__ 7� I Poet Flom Above _____—_______ _ 5' 15'-2�• 19'-7° 19'-10 f8'-10 '2G ,o p1, _ _ • r ' •;- i� conaate ta TO olshbeat i aMT 2• _______________________ -----_______________— To o}Wall i ; i m 7a ofeW2sear ; I - b downl9 L_ ; down2 UTILITY SERVICE NOTE :::...:..... ... or . r------- ------------------------------ .. ------� 15'-2j' --o i i ; 12"tall footing I , ' ' i ; under fireplace General Contractor Shall Locate&Stake Construction i Out All 6risrg Utilities Prior to Any mmpaomd dean ____________—_—____— __--__J ; ; ; ; Excavation.The Utilities Shown on Plan sanduMerstair I-- —8•I ; ,� •§ Is' - - I are Approximate Locations Only. T2 Son be I 1n '^ atu to 1 -•'• ; ; ; 4 24"sonatube to 24"sonatube to support slab � I support slab support slab - r-- feet,l eww—j I . -Foundation Detail Note Dates: 6' 1 i • s "0124 Bid Set °"Gem ; 39-1� s �Z See sheet A3.7 for all 92324 IssuedforConstruction n stair A3.7) >. , I TP ddab•ee, '-____-' foundation Ian details. (art A3.7) , I c- "ao •1 WDde I I I Tofwa6 1 _ sta0S"kd bato—slIlaeb ;,.�_-•' , .- I I i. I�o 1 Tdown 2'°� •, NDDSS'FFlo-rmll ouL Of '=fir tt�' I 14•i !'. i•�. -i No. Data Desalp6on ,2•olgmrel n aides 'Y , I w" 7 ; ; 7 Ploled _ See sheet A3.0 for Proposed _ patio foundation plan. i i P `", --- - - Residence •i 4'-8' 1'' I Ldn, bottom ; ' ; r _____________J •:r ; vrz6 ; Fr .. .l. 1 , •' 1 i I ------ -- D I ;,. For daw Fred & te Donna' L ladder __+—� ----------; . ; Fragola a -- 775 Point Pleasant Road {,_6. tee L------------ ------------------------------- I I � ,.. ' :-.•.•.. I I :_ .r.,.,rr.:�,;.:;...•:::_:.°:.;.�:•:a:,i.�.r.,•:;.=:.•,. Mattituck,NY 11952 ------------- d.;:•<:.a::.:.;:.:•-: I I A5.3 � '� �------; r----' - ..a... - l L I ; ; }: r___ Judsdictl°nTown of: Id - Suffolk County ;''%f`'i tiMj;:�f`.:l'; � .'•� i i � i i � H Drerm ay: M.D. ;;. ; ; !• i i i , I ; ; Cracked By See sheet A3.0 for k; MAM. 1 ; —---- — I - - Job No. A9, i patio house plan. : ; ! r--„-_----l.,j-------------—---------J ?• i 1; AS., 2412 I I :•.•). ..J.•••.:. Syr).•:' , s'..�-------------------------------- -------- ------J r�------------,-----`--------- L------------- Sheet Title _ - - -----, ;----- :i•...:•;• _.,r;r.;: y` �..a..•:.ty:.�:::j r:::•:::.':i:'"'. r.:) r----- i I }.-6. I .�.•:'.:- - •:�"• All'un8 A/C un8 I A/C unn I Patio Foundation L_______+ , ____________________________+ . above above above v __________________- , r.___________ I I I I 1 4-4 ' L____—r— I I I I I I I < C E If A52 A5.3 � Proposed Patio Foundation Plan ® Sheet Number: plan ro1N All W3 718.: P.T. %go- 2Wo Itridl'P.T. 01.6' Poor LEGEND .C.J. 1� tI61VW a be p to be wropp. to de W double CJ. dte be 1�SWP SW P.T. -shapsor, -----z----- —'S[mpw column Cap tube column Cap ey'siee 1,1 wth(2 ---- *4 ECCURW Irralicata.Bearing W.11— =-7777=- ECCLL -------- — WI=4Y; low am V41=4Y,' Plywood Sheathing ------- Indicates Interior 5ye VV2 61,V E VQ VV3 4%- In& 1a- .Structum1 Post — %AG 7xio,C.j. =9- HI=Ir M,lc:�h.-a ca I low beam (3 atlfroc(Wleno) 4 : H2=91 Above Sublker A.S.F. 77 H2=9' -i 3 do- TECO Install Sharson Strong to laid hanger oll to. c,—r i n.—a 4,2',6' E (4 4 at dam Architect Covered awn to M1317.16'M head., E t Patio#3 Mf' to And. head.r"i 971-MaInStroat Stony Brook NY 11790 am W at in&1= on.. Covered PLATE pal I — Uncovered I rd' d..k Patio#2 phone. 6316"4585 Alm t to. a tdoeval I Patio D % TV40 16d to Ind. h`hAacxIna@MMArCNtectAIAcom g II web. MMArchiftemkikoorn k Bedroorn 91 L,'MM V!,.d,."secured 1, 'ar;"l lie ard ohigoid 3 (3)l%'.I'VIvI flush b..nd.rvad1.b.. e.ean t:c�oe 6W P.M. It • top and bottomown raw wropp,4 i . iNaoe posi�" I : —wl to wall atud. led I ir..Has be _tod below 14* TO SPACER 2*O-C. Ywdla.x��b ledger STUD D on. TJI_W F.J. IMt with I,th,Meet Ai,,t of the Im at 16"ac(20'length) IV —17'-V : 1 IV Nkh.ei Mecdoo Archft.L M 5-kerVai)(tacotaled9w) centorwithdooropening I at24-a. % STAGGERED part of th.4 2 6' - I .a V'jWI h d Nate of post of ad P P'� (3)1Y,-A(410 M flush beam under well beam above to to Pool (3)I)i%19'Iv1ho.d.above i 4 (r (2) BLOCVJNG Drawing Statusdown--in3— cane : of (,4)L&Pst HU416 4 P.T.Peat.to down beam 4xY" (4 (4 Is b.—pped —rd Vk rk hear above atc.1 HSS Fact 5Z belowam be 4 Y%2 be. at dto 4'. 'HSS;!y To I boom III— E a Ind.mh pate an. gn with mp of el to 14"TJI-360 F.J. E header SHOE (2)51'Zft. Issued for -xwm required IS 2)IY, boom) j to header) L] Construction I Detail 'pafrtty1Uo'-n-1 ntomectlon y-.d X,g 11 e-. i F Living E thi.wall .2 Den not to...I. Cr .hd,. 15 i6' Room9. '9 T.W CA (4'1an _8 hiadei "�DRY WALLNAILER Data.: dam.i I Kitchen 1 1 _6W P.T. ONE lad 471 Hall ED STAG Ok rtnd I(Y-1-d ht WTJI-3G0F.J.at18'oc 4'm P d TO FILLER aG0124 flud Set IS length)(to-to Made, E NAILER— Pa WI,.nth.. ("E or 9MM4 Issued for ConstructIon What tan cabinet walls Z=7 t 2)_ :above 43 r o 1 2 1..4, 1- 1 — jam) ack 2 a 2rb earn led Bathrin.#11 to_,,,I below bek, (3grgtd below . :2 STAGGERED 171, bet.... (3)iV,'0I31,'Ivl I hdr.rl __ 23rILj da 12'O.C. ----------------- ----- --------------- LA��z: VERTICAL ------ ...... ------------ Hall % 1 walk-in each i Hall a moot (3)2'.6' (3 t.bve 1CdTOE- NAILED above E�ZiftiF14I.#2 TO SOLE Ila'.1-cht.m. P, from ---- ---- --------- ly.".W M Km i SHOENo. Dot Deacriplion Preof- 'T Ih.j.f pa Eqnt ad. a V�\ ve socand I ofw "1*1 Ofto.ra.v. P.T. IIIIIIII 'r! wralow beam ppea be Pro)W: r floor above (3)r. I \' Foyer 2"xl(r.c.i. In.L111--i E P Mates Proposed b '0 irwood Xi;j -A at 16: pywood al. thlo well u: thi. =J w_I i I it Detaile-x'tetyrIPor='Mer post Residence f D I& showerI II ..t to.—I. d 1� 15 _::-�RMOUDM / above i2. Frame the.two Study -9.with ZW la.l.dg'ht' f toof au �E For interallmi tud.from above I L dInd first flm wbfloor to second hear plot, R (2 Ili goteacorul Pck _bay. Fred SDUD WOOD [--,:Powder Z.Zd I - - .-. . .... .- I wmftwfth chant wntraetorm Room near above (21.7f 2 zlxicr C-1. 7 fortnaial—fl.nal 016'..(24 le I cat bat of C gth) 7 P 9 mt.'.fil was J.'.t 31-5y, at Donna above see.flwr-*.r RAMG Fragola (2pp (3)Z*xl(r header (3)I%"WIv1hd, (3)1%-XW M hdr.. �p.T-oNt.-z- .Wk I E ba 1775 Point Pleasant Road 12V 12�.71V ok ok Wdfia��r ': Mattituck,NY 11952 02,r� y Covered Typical Bathroom JurisdIc5cm: ::2 L Two-Car Patio#1 Garage ;191 i i Blocking te Town of Southold (2r a 1/2"�V-D.. �ightS ok Suffolk County ------- —..I=nHU 10 Hanger led fieng. ------------- --- BLOCKING NOTE: 12 Z*xl(r C.J. S'x(F P.T.post (r.%6*P.T.post M.D. iftlg'..(241 ngth) 6/ tb,— d to wrapped Blocking to be proWdd by Carpe ton I' sawre pool to oath In the following locations, eat bet.of Cj.at'101" above sec.floor r (2V— ,.do with WIN.. toiletpoperhol am Checked By: 7; lo r ioche shower towel be.or�4'�cg.111`daafly froward. M.A.M. tubd.ne Job No. IS pedestalsinke r grab be. 2412 W* :2 Sheel'M:1 First Floor Structural I Plan to.Machin NOTE TO FRAMER First Floor 1/4" V-0" plan north 2' Framer to coordinate afl toilet,tu4 an d showerStructural Plan (21g2ko_ drain locations;and not place any floorjoists In those locations to allowenough space for plumber to make their connection. tie, 4F) 41 (3)I%'x4M head., Sheet Number: k Detail f,,P,—1 filt.h bir,....—Ily Not to S.W. A3m2 D D LEGEND 'A5.3 'A52 .-_-_ ------------------ - .--._.-_____.% Indicate searing Wan I1:IIJ-1Z72Z" /J/i Indicate lnmd°r .------. _ j Plyvood Sheathing j Indicate.Btruc ureI Post ■ M i c h a e l Above 6ubfloor A.S.F. j \ j TECO=Instn Simpson Strong it.plat hanger M a e r i n a - - --=-------_- - - I Arch itact - I I I j 97 L Maln Street Stony rook NY 11790 B ; ! �------- PLATE • j phone. 63168S-6585 - (3)1Wx�•M upper header TWO led amen• MManalna®MMArchltectAIXoom .........-_ web. MMArchltectAlA.com -: lneee Plane ore m m.wmo,t or eeme.eec oro the eedueha prepertY=1 an mehllecL preea emenb or ma cancepte end deelyn tleea jack A5.2 TO SPACER Yidod upc,kw achll�icxth,93 gollN�a prorytae i k to the l�Vesl eAl t of IMyy Ica.Gp 19M 202I: ! Ib STUD port of"Plana toy e=rePredu'eed•leput N ! (2)YzC (2j2k6' STAGGERED m'e--ed eaten cm et of me orchltrsl (3)1%'x82'M header .(( (3)1%'.I1W M header Iaok _(3)1%"x11%'Mhe der lack i Bedroom#2 _ -- - - BLOCKING r, _— Vauttea ..: I Drawing Status (2)rx i o pc ad.p d E Q' 2•x1D•C.J. d SHOE g m5 (;abngth) — Bedroom#3 Issued for c dcaoped 9'--do. t , nine Construction Detail of typical exterior hate all 4)) partition intorsectlon '• Loft chimney Ilsfiom not to scales mp ptwan to open above throwgh mot m tp ti p mr drurmey pf chimney b_ i m 'ti_— m !lBath t (3)7x8° J. apost DRYWALL NAILER Dates: ' dar (3)7x10'hd, ! ONE ledd___________ b e/SO124 Bid Set Roam- - \ NAILERR 91' g h 9/2324 Issued for Construcgon ( x6°post 2'x10•C.J.mi )2'AO'hdr. (2)2°x8• (2)7 (10'tnglhj (2)7xlP hdr. j ' STAGGERED aPet (3)1V,'x11Y'Mheader Pja 17 o.c.1. (3zow"s„moat (3)aM roar (3)ddov'�m beam below - I beam below beam below / \ l._,� y I•+` I 10d TOE- i c� (3)1'/.'x 11%'Mflush beam (3)7xl(rheader I NAILED . - TO SOLE SHOE No. Data Des alptlon Project: J 1 �• open E W I.C. dam above m t--- i - below A6.3 I r p .___..._...__.--_-.. 5 .. Wea'•n•P0.laSt.Fh.t \. r •/ etpedr Wan . rpoS edAttic wiling DonerBedroom#4 Detail poetE Plat ht Residence Well Plathf- A5.3 'AS.F. WdIl Pmt ht i I\� © t8'S.J¢; not to stela T-0'AS.F. ='� j AS.F.. Fmme these two wa --z— - o n.,nth 2•x6' P i mierolkmdWehom 'e... - Yx70'C'J' m ! For t at 16'oc(2(Y length) o fi�800r avhfloorm 'I (taco m such beam) r i condfmorptam _. MI t ' 4 Fred & d '+I 7x10'C.J. pS, i SOUD WOOD o°ntracmrm Yx1lY C.J. cansultwithdenI ! at 16°oc Bush teat) L_ _ ! aOOnNC a i (tca m flush beam) e'-1' at 1G ac(16'lengm) ,r �;°xe�I°�°°a Donna or m drywall 1' 2 Wall Plat ht - k ._ k (� I installation ..-.. . `(3)2"10°header 2' Fra ola 2a k (2)2'x6° moat LOOM ck j lack BLOOM (3)1�°x 93'a'Nl header •iV Im�r (3> e W. 1775 Point Pleasant Road I m bal— Mattituck,NY 11952 (2 _ Typical Bathroom Jurladicllon: 41 Blocking Heights Town of Southold Suffolk County L i_. .. -- - - - _.-...._,._.............. - -- BLOCKING NOTE: D—By: (2)2"x8'- f Bl=ldng to be provided by Carp¢nmra M.D. kpk j m the ronowvno tcatiana ! t E mnettowal be. Checked By: I. I shoxerdoore MA.M. d j ASw' tub doom Job No, T"t 3• shove°g bb.. 2412 l I , t ---------" l3)rWxV Proposed Second Floor Structural Plan xe"neaaer a 5' � � sheetnge: V-o.. Second Floor r i � Plagnofm NOTE TO FRAMER Framerto coordinate all toilet,tugandshower Structural Plan !l drain locations and not plats any floor joists in l a those locations to allow enough space for r plumber to make their connection. i Sheet Number: r � 3 A13 ASz 2 ROOF PLAN LEGEND D A5.3 t,4" faacic ovarF,an9 _TJ-ZJO_1.Z%TlZTIZZ%Z.%.. . ./. . ...l:T1TJ�lZr BELOW ROOF '--------- - 1 l7ZIZTTJ-.Zl.%1JSLT.ZlT1T17.1%ZZl'.Z1T 7x,0'R.R. :� Y ® - m J� t 16'2p ft_ /C (4:12p1an) j % a.- � q ♦Q � •i INDICATES ROOF PITCH - '/,ll' f O Mp L 11 d s N tt4" fo-cla ovartnon > r� t/ BEARINOWALL 71 -..Z=—2l._ M is f.hael • [ }�a tl b L (2)2'x,0'R.R t BELOW ROOF aE > $ adjacentm h Q / C O r� b INDICATESAREAOF ORDOUBLE M c�cri n a red • L [__ e +^ry,2 poetddgebeamdown ry+(o� NG 00 (] ��t ��r WDICATESOSTBEIOW ® Architect m heatler taloww!N 11P R.R. ✓:- '- _• Roof Deck t 16'ee �_1 Q ,!�, (2)7x,0'hdr. INDIC97 L Main Street Stony Brook W 11790 > ✓ 2'x10'RR. �).t Below (3)2'aS poet(See 41 (4:12 Wwt) 0 ad)acemmchimney PB BFAMABE OW ROOFTES —__-- 0 Tx10'R.R. et 16'oc(10 ) r 41 demll'A'same eht) �!2 m 1j 2'x17 RR. M—bne mP at,S'oc� 12" rake overhTan9 at 18•oc(,2•length) 611 (2)Yxl(r R.R.set INDICATES SEQUENCE phone. 631688fn585 ' Q / _ 8 -__ _ _.- - ;4 / T°i to —_edN°ent ^imney 2 Small. MMavina@MMArchltecdAIA.mm b b m ;/! g f OF ROOF FRAMING ,2 / J web MMArchlteciAlA.com B 4® ° E ✓ 12 /J Txl(r Re., : Q�2} �, r 4ti9 et lG oc(77gdt) /� I::...: ;:I Thom Plm•o•mi H•trvmmt Pt eerke and era a 2Y1P RR. [ ZYf 0'R.R. / o' _ INDICATES AREA OF I•-.•• ..I tea.mam•e Pwenr or ln•mxnle•at YYT '- ,2 �2 SOLARREADV20NE i "i I^M^aonmb of a•conmpb and dads Nwe All -- a Af412 ^ All - -_-.. I :..,I prmml<d an Ueee drP•inpe oboe be Pmeewted ..-...r..._^: _ -_.____.:.-I.._.___g_._...-. .-.�_.r ®4 rm� L..-i lP Uo Mlael ntmt°r Na la•.Coprlghl 3a2•: 0 / ±10' faacta o�rhad et76'o018'le V~ ( ) --- ---,O"_-rOIke OverFlOn ,O" fOt3CtC oVearh on9 '� V' Nltliatl Yithe Archll•l PC NI rl isme•rwd, ngU) 0 all oc 16'I i1 9 g f t t6n the ex{xemad•tilt meant r Uu Wt t a.-. part al Uw plm n c P m ec �zT�T/TTz_rlrlJ.Trr/rr. r —_ -----'--- may be u<ed elUoul �z ,2NOTE TO FRAMER Drawng Saves, > ° „ 2SAP avedreme A 25A0'owrtrame IrRR i i / d• RR at,e'oc R.Rj~ L All overhan sizes noted on roof lan are ° ,z ,2 9 Pv2 y , „ {2} e m I I / > rough framing from outside face of stud wall o° I! m m ; [ / to outside face of sub-fascia and sub-rake. , i ! 0 0 j E o s r Issued for m r a o fmmeall4 Construction 12 18 o h7 �ry ro , root-� �roo� I chlmna wane "b i L '!� r(,+ m ✓/' ao .oYsdmme I I overtrame !i co..fl e�ry?fiom ! •r 0 12'fascia overhang % I f� z 2 b¢ a'r°l'ph r°"'t°t°P or eNmney cap ! ;,- "xt 4"4 Ivl ridge board ! . 7-"xt 4" Ivl ridge board J 12'fascia OII —hen ! r I t ____ �� iI. _i ^/ Tx10'R.R. r 9 C 1 rc %=•_-_'_- at 16' -_. ______-_- _-_-.,-� I_---� m i;P i ii,I ry i O 1" 0 r_-....-._.____ �: (6 length) ! b G N Q 1 i! r-`------ r c rc 8fJ0!?A Bld Set TxID'R.R. '-_ _ I r et 18'oc m '� to l l `o oa I l..+ice• m beam be vABI ! A 0� rcl� 7n :i'j ' c .®4� I b l Y, A •'• st dd beam dawn,; )' o ' ...117 ,2 ✓ 9ft324 Iasuetl for ConslNalon (8'mlgth) .. b$_—;!0 1 !I o,L p (�)1, Z o .N``` ' c I m d_ •� _ 3 S 1-Y1 x14 IN ridge board I 4 r°°t L1oyt (- 0 I I I o�. -o.T-J,-- ---'--'------ �--'---- '--- ------ -t,G:� N I T r 1�'x14"IN C , I f ridge board � _ uke � I Q 1 � I i +N//2'x10'overhanre • 1 I Tx10'R.R. I rco •" 4 I N RR et lEx Zi (oee�e eaves..i. 41-71Z' podbebw A ra ��TTT 2'x1D'ovedlame Q. YY10'—frame Q I (S Iengtrl) N r/J I b R.R.at 16 oc R e� t1� R Wan) abut Q1at!l/TTTTST_ low 17ZrlTIJ..J------TTT.%J./lTl. TT I.rT.T1TJ71/ —flYB8-�T"•P -. - C TTTlS,/" /L TlTl._TIJ /IT.1 TL17717Z% o f 7x1z•Ia 1°2V faaefa rl lure ab- _ P.T.r ledger �f 4 Y�, p erhang !i m Wan) bebwI' 01 3)2'xe'poat �oe / refter yp I ✓ (See oleic B/ 'vim I `0 0 I iTTS/T - No. Data Descriplion % l i T) *overh ecto fx1.TlTlTlT1Z1T ll E 9 (sew n !. W ) 2'x12"eat sleep er-- O A53 1 ✓ ' i I� is ®16 01 °ng I Pro1So: ILpoet oelow------- I I LI � !11'fag i° 12" fascia 7) !i (� aft. r I N 0 0 I overhan ,2 overhan —� L ✓%J ,2 -'._ii X t6® 'p >t 2x10'R.R. �I tF Proposed /d Nt L D 2x1PR.R. t t � (;o' th) r o 0 Residence D 0 ✓ 1. ✓ ✓I I t16'oc 37 NI 0 • A5.3 �/. 0 r •L 7x10'R.R... I a, �( > ,�,I a at 18'oe I I:(14 length) �O.RR x ,2 1(�/ 0 2x1P RR /. N r' (14'te I I ii I ®6 r 0� 0 at 16'oc I 2'x10'R.R. /� 2k1R R.R. �/. 0 ,DTI (18'length) ng�)( r' I I I t f0 et 12S E �?I 0 I 0 all (ZB'length) at 16.(24• ngth)f, �. - l w i For i: (10'bngtll) r / D Tx,O adcyat I x rl ray r/ m 12 m1�m ' at ewn'C.J. rT° v1 "a"aer )2xa peat N I °m A 12 D ( 11 below r (312'x�('f RR._ _--______—__ ! 0 Fred /f ,6 ✓ K 2'xfi'Imae _ plan)- - ----- _ ---- j Donna wPPert R.R. _...w W 7x10'R.R.�_ 1 ,2 Lco ova rF•o .fir{ Tx10'R.R. VfT1 !-L'- %Z —----_r-__ ___et 1G-do=J=___ :14-ff°sct°j t-o n g Fr o I a e<16'a(28'bngdt) m (/8'length) o ong Argo Tx,PR.R. 2'x10'RR nd�Ph�mrwte 6'faeeto overhan , 2" ro Lc a o va rF n a r,s all 6'00(la'iength) a 19'oe(,s')ength) 'Sinn H2.SA 1775 Point Pleasant Road �F +� Mattituck,NY 11952 Tx,(rRR. ,/,t� f//, a d SO m �� S. f ° (8 lenetll) O I _ b i b q .a (x8Y:12 pddl) Jurlsdlctlon is I 7ax1U'RR. 0 m V 4 6 0'a o Town of Southold at oe ell 0 XI ✓ ; Suffolk County ',��•, � s -LZZTT.TT.1/.Z7Tl.TSJSTJT.ZZTT1%T7TTlITLTT7lT7ISTJr-TT.Z%' aI 12 '/1 D f Drawn By: ii— :F �c io ovarF-I orng gel r N r, �� Ng" M.D. r -!3 x,0'-RJL f 29d0'R.R. ---- an dTdomler E Checked By: A 4' ells oe I—ength� 6 tasda overhang I) q5.3 Roof RaRale Ridge beam MAM. C Job No. ,'qg J > Proposed Roof Plan - --- zb,z %( 7------- Pywvod 19 ,Il � each aide - U' � 'I 2' ro4ca ovarl-t r-t O Sheet Tlge: o Gr P ® see plan for post sias Roof Plan g N a Y; +,J1 plan noltll (,)2wxW R.R. -c each side m earldwid �r,v N 2k1P RR a° 2'x1P % ® t ddge beam /) - ry et 16°oe(16'Ierpth) o et 16'oe(16'lengsl) %JJJlZ1_T. _lTT .TlIlJJT1T.lT_T-. C ,2 5 12 _ 16 P ®78 Ridge Beam Post Detail Sheet Number: f27 faecio ovahen - "--'-------J . r 9 Igo /___-----.�.-___. ---...--._.-____._._/.: r 1=1/2" O" 1 'unl 2" rake overfn or-•g' ��■� C ove"rhang A5.2 . Who.d.rem doubbwdaffamn woeraa.dwaewree> BWL 1 BWL 2 BWL 3 Braced Wall Panel Construction Assembly e mntah..d.r h WNW palml ae ---2e'-o 1 Jo'-o•-�4B Table R602.10.4 of the 2020 RCNYS eme('noebracedwaewn.8 offset, spacing between I spacing between offset r-te•fn,hod wmm of ownlns BWL 1-2 SWL 2-3 f-Inpm.rd.ad.pone, I I Method CS-WSP:(continuously sheathed wood structural panels) }_ po ry ova° height In.3`411 Y.'retheemratael , 1 !' FJderbr sheaWng(Mn.l2 plyw0od)a0achetl with 8d common nape(0.131'shank x25'long) f -. Asedvr pMWCed 015•ewmr m - I ! et 8'oa et the edge end 12'm N the field and Intedor su gypm hoard scathed es per taGe used,pbu on be We of haamr I I ! R602,3(1)Whh 1.12'g.1-1zed roofing nape or 1-W screws type W ar S at7'ac at the edge n /�,�� G^' mroblmrop pe,tebb ,v,P402.tad4(an Neaanv.be .. ! , ! and In the field.(see detass,Wsaheet) uneeme,ponol.pm gay IeeNrwMetm i _ - Method GB:(gypsum board each side) fasten Nes9dgm leemwmt so a,mmona areaaa^a.era.m re°ed ..sere ... - 3.y-a B.W.P 7�.JI IN+edzea bvs remm3•gm pmo-muerrnm mmmmmtmclmgver end I__-_--,_____ -30'vde method CS-MP --1'. Gypsum Board fasreredet 8'ac at tlee eM In the field farmhand l8'oc for arawa, Macrina BWp �'d Architect s Inadermpckmgevapperbda R®2tna4 wwnvemmmale z4^m memnmp p,etem i I P _ Nassnbear ga.s0.08 ang1gl84'he long OBB'dea l•Scmw tobeiawinged,6dmolersor anbmnvdnmopenvgopws,te abed pab¢mghelPh Oc.rowm leemrwwtwo row¢ I --- gYPa,ml board nags 0.086'dia.zl�IB'bng BfYl head.Saewa to fig l-61B'type Wor S. almeNmg l]a33e Mn razM atnp) 3"v.c.llnabraauh¢dm m1ed.4J¢r nerd et y g t re ]..nw rv. _ , 4.' 3.0'wide B.WP Z Method ape rywa typical Plywood sheathing e - ten mwlaxafmmmtrtrwwanxroe wtm cols x•'wct e.nw lea°. method CSWBP I I �o U on exledoBWde fastened ae dfledd Ilan lntedor side vnM kel 97L Ma1n Street Stony Brook NY 11790 g •� vmdsrrexwd wrcldeeNme wiut90 cal.rena tydrd wtm Hare oaabm.on _-_ -metltod CS-AMP _ _i _- per wiling atheduU. pnNadaed ba4 rote m3'aome°fromlry(Wtl., ten 7nB°wood J, --�_ '� 6 docldnp ens eihlNd®I mot mode 2A po.tpMq ob etnetwlgrel 4.0'wlde B.WP t._-__ 1- t and�mnditan m one teu,ao.n.nlmberm eft sigma elnawre or ,xa brym 4fwrol wrtade RsonDs wrmde Re]27(tlerd PF mehod C6-WSP '" To he mnetmc4d In accordance 60210, ph 831688•6585 MethodPF: eae per with figure 6.4(see dotal same hat) erred. MMaoina®MMArrhlteclAlA.com {' method GB ! Me RC.7 o1 - web. MMArdtlleclAlA.00m cote rowam�gmtoumelal m u and ore and bolbmmmm.g.laP bants•�rM�.� - ! --f i the RCNYS d m° ieQp l�"fheya ie�nda Ideca 3 r In mi�li=- -" Loft Bedroomyt3 I aawme S•i� Sheathing Joint Note .., /•;;. Y:'•d:' --;r a. .,.------- --.,iy=1 --eathrltL I B.WPd g 1.�Yuut a of eatea°ertD4le zas40; Bedrtlom yt2 ••••••• ,•.r• _ _' - I O 0w �a N a arms lee,Oa• I qh d. cote fwtlnp etre uWeraplNn9 Ie,2Y1Y,-c •• • `y-_.' I CS-WSP no Part or the plane may ee r produeed".`nhvut damdab.haI baparM¢Nmmm weds a Section '� - F` I Sheathing to be installed horizontally. the.rpasaed edtt.n¢anent m tn.a.chlmcl m.cox dmn�.ra�a na:mmpadp¢r..Nan __ _ j mes,a cB All Vertical Joints are to occur over studs.Horizontal R4aF,.ew¢h 21�2fd(;P�ewaaler ; i m joints in a braced wall panel are to occur over and Drawing Status: Front Elevation \ f J ----- --= --===- -- /� -- -- fastened to 2"x6"horizontal blocking between studs. FIGURER602.10.6.4 .methodj.IdeOgyWygp ,� W�•C' Balton 4r BwP m METHOD CS-PF-PORTAL FRAME PANEL CONSTRUCTION ! - method ----- I �- I w.l.c,._ % I CS-WSP m Braced Wall Legend: Issued for I Attic ^n I b.ywWe 0i� j.15•_2}•�.j Indicates spacing between braced wall!Ines Construction Bedroom tl4 S.WP 'am CS-WSPhdCIA t 8t}lfnl: ' Indicates braced wall lines __-_--_ � _- •• - Indicates braced wag Panel BWL 1 BWL 2 BWL 3 BWL 4 It B.W.P. Braced wag Panel Dates: 48• 18'-8•�18'-0' JS'-0' 48' I �\ �4.0'wtde B.W.P 4.0'wide B.W,P Braced wall line Intersection fif3024 ad Set oHaet spacing between spacing between spacing between offset i J`I' method CS-WSP nreMmd Cs-WSP BWL•12 I OWL 2-3 I OWL 3-4 ! Indicates holddovm 82324 Issued for Construction t I I I I i End Condition-Indicates conformance w11h Figure R802.10.7 of me 2020 Residential Code of NYS °per--__ ma' �SPF - T J~ �� Second Floor Braced Wall Plan ® Second Floor Plan Braced Wall Calculations Patio a3 1 / \' I 1,,'- f x 1 2VVvideB.WP �2 plan north Schedule 202 RCNYS,section 60 0 �+ I/ e hod CS PF Covered I Braced wall Linea§ r 0 R N e on 2 Pe code --- ------- r ca - = - Uncovered Patio yl2 i-----_-------_--__-- Section A B C 1 2 3 No. Descr goon -- __ .- _ _ ___ Date CS-0F 16.avrida B.W.P I ----- Palk, I ;.j/ ? .-.,�___R - n---?;= Bracing Method 6.DA CS-WSP GO CS-wGP CS-WSP GB Ca•NOP ma / mmtwd ce t - gal:------- I/,./II/,•t1n\`•,\p Bd Common Nees et ,/ �,t\` project: 1 I 2.01 wide 1/A IF\s'll 6'met edge j/�i'l\\il.hn Min.Panel Length table x7• 48' I7• 27• 49' zr\a. 3.01 B.W.P Bathe n i .II I, 60201 4.0'ada B.W.P method CS-WSP ; 8.0'widC B.WP s-WS I , I\\//,,, I. \�11'�'II' wr Proposed •i g method CS•WSP _ mehod C» YYBP A -1 ' C6-N5P m r'I\.1, ad Ca In FlNai i,Plywood Sheathi Braced Wall Line Spacing pbn to to 2a 26 25 3a Q� Nails Required Bracing Leng81 ata,o2(D 3.T 7,3• 4.y s.a tf.3• sly m' Bedroom tll I y ( 1Y•, 3.5 wnde B.Wp ,•//I r�\\ •t. a I, "'-1 I � -ui mNa Residence teemed CS-.MW P I I�/j' Solid Blocking e r II ^I ri rabb d.0'wide / plywoodj int I n L- 1' it' BWe 4.a wide B,WP r-I V� I B,W.P a\\ ,\ 1,�1i , '1 =11- Wind Adjustment Factors m2.fo3(2) co method CS-WSP I l a c a -i„ -,I , I __-, � 1- CS-WSP / I , L_ ll� I LNing ( Den I (354NSP rllDll la\ " -JK W��_G4 JL_II 2 Pw s�.teure te9sryne ,Ao 1.m 1.00 tall ,Ao tm - ----- - For ( �J� Room G I rmg. qm ,ao tx 1.3o f2o 1.so 130 3. War height .95 AS .BS .PS .95 25 ;: 9.WP__'_ _'J � • I I I�25'wdtle m 4. Nubcr OfSMpetdirodbn 1.30 13° ,20 tall ,.30 130 Fred & �•-I matlrod , „ 1 � gory$ \ Kitchen twtho SWP \` , i � s. aaemonm nomaow,m we We We Na We Na N CSWSP % i nr 0. Oypaumamdted We We We n/. .1. Na B Ka ,. To _ _________ ogW Plywood Sheathing at Braced Wall Panels '�' meOtad GB --- - ---- , 7. Gypsum boaN testeNnp Na Na Na Na Na Na y I Pa�kan Hall Hall �Y I 4.y W de avemgo adlustrrentia- 1.13 1.13 1.13 1.13 1.13 1.13 Donna r B.W W'�'C- ( I'= ./ Bath -, i .jam B.W.P teed - - -- - Fragola -� cs-wsP a rw ,ym j Length a.r e.s• cis es 1zr sa - Adjusted Braced Wall Len \ L 3 aba a mbeW'�0pa 1775 Point Pleasant Road - 3.0,wide -1... - 5 I 9 9t nd<.darfroM Braeln Length Provided tx.a ea t3.a ea tale tt.y 11fii.y wide B.y wide ROOM_ 10.0•wide ea et e•oc. 'Compllenrs(Passffall) P.- wee ova+ ww was ova+ g.Wp I I _ _ Mattituck,NY 11952 .a°d method me hod \ " mod I 1 sameo.a eb g ak o CS4A5P , _ _ CS-vvSP CS-MP •�_ CS-MP L JT I }r r. brecMwzaparvl laced wupnrel `LRoMo1°n�`� Sty I !' 48 Woo P First Floor Plan Braced Wall Calculations �'d&tl1Ctlon p 1' mehod Foyer -- 1 ' csw6P 'L dereawa¢wrcl mare^�dwro1 Schedule as per 2020 RCNYS,section 602.10 r �' -`- �- - - a,sa.t is c.ong stse.ns•..a maq p Town of Southold Powder '-- maaawaswrW dna:dwagperel Braced Wall Line �°^^ Suffolk County Room� j�-::.-.:- -_ - ��" m sembn A B C D E F 1 2 3 4 tY Bracing Method VI'm CS-PF CS-wSP CSYVSP CBPF CS4PAP CS-WSP C84ASP a8 CS-MP CS4MP a.o w ae 602.10.4 e.WP Two-Car Ally Wove __ L . l _I • [[}} �'L` Garage B.WP 0.0'wida -4.P wtde,A.O:wide, 3.0'wtde w � rtorer�vm.oemrelerym tebb Drawn By: o c5 the I methd .7�-� B.W.Y_Covered-B.W.P B.WP:__�. a.WP eM mndloon Pl ymaetl wi0j MIn.Penal Lengtlt gpy.fas p' 3s• 39• xo' 39• 3e• 3e• ae• 3e• 3e• M,D. ® CS-WSP CS-WSP )�-rrpf d-Patlb-#,y methadj-malthod_� mothed ea per 6g,ae cswsejT C&WSe C&WSp"�' C6-YVSP R60210.7 of the FIGURE R602.10.8(1) Raced Well Line Spacing w is ,S ZB' as 3a 3a t8S IV 35, 35, a 7 7 '_ RCNYS BRACED WALL PANEL CONNECTION WHEN °b" Chocked By: `�_ PERPENDICULAR TO FLOOR/CEILING FRAMING Required Bracing Length 60.102(l)11 a.a 3A• 8.a e.17 13.a D.e 4.a 143 13,a 13,a MAM. mbb Job No. 1 t wdaorel nem,q Wind Adjustment Factors so2.to 2412 mNneem kn bv"ce0rea> repo 1� ft1k.4E bWft 1. Ep rocategory 1.00 1.n0 I= 1.00 1.00 1.00 IM t,eo 1.00 1.00 cerdp. m1To.a abrg 2, Rwfoavobftahelght fao fall 1.30 120 tall tall 1.30 130 1a0 1a0 Sheer Title: brerea.aS w.m 1 ' '• Wealeynt "° "° ,.m '.00 ,m '"°° '•°° '•°° "° 1.W Braced Wall Plan 4.0'wide fae.rwl3adrimbel method ed ata•ae.e- aaWSwa elan eed,womtp merrcer 4. Numberaf Mi,erdl dbn 1.60 1.60 1.60 ISO IM 1.60 1.45 tAa 1.45 1.45 0 method qS.W,dg breptlweawro decoy wallPro}, 5, AddYbwlholddovae Na o"n/v No n!e Na Na Nv Ne Na J --CS.WSP , B.WP -$'- T method m X \22 wdBB WP CS-MPbeceawe9wrcl GxmtivaS part bracedwa0w l e. Oypau rcm omYted We Na Na nfv WeNa Na Ne Na .1. made pmondlRgbn All/1 method CS-PF ' 7. Gywum boars h¢bnm9 Na We Ne Na Na Ne Ne No W. Na RW2707 aftlta I '22 WA B.WP I l,eaet te° v RCNYS I metlnd CS?P I ]•t6e et t6°ww ewq laaced wanwiml ybm kyga per vorego edjusarindhmor 73 12 /3 12 12 1.2 1.2 71 12 12 - bxM.mOwrcl 2-tedred¢eam¢tm as Adjusted Braced Wall Length 9.e 4A 72' e.Ir tea te.y as 1TA• tale tale 35'-5• First Floor Braced Wall Plan traroa�dP.rc e" a BhantNambar: spa BWL 1-3 1/4"•=1•-0 cing betee n ® FIGURE emmewad geld Bracing Length Provided 11.a 7.a. 23.a 93 11.51 20.9 M.y 35A 18.7 WIT•• an north Compliance assHatl BRACED WALL PANEL CONNECTION WHEN P (P ) wee w.e was was lam was wsa was ova. wee PARALLEL TO FLOOR/CEILING FRAMING nommwn A15 PSPNSte2 FASTENING SCHEDULE:rm.aeoas0)a an tom Ran Strapping can be installed directly to rough framing or Rpsaa a c we.o 'aw.a°`mdad. a."" m.td hoN g.w. STRAPPING DETAILS P 9 Porch/Deck 'at`a�a =°m�%nawaem..��frrn0 over plywood . Contractor to contact local t = „m�1ro b s A.maanm Il awe..wn.nwd ana.w building dept.for required strapping inspection. Strapping Details - Jobe Oe-talon I No.of Ns0o I Nap Spadna - - 1 2. % �.• ROOF&CEILING FRAMING (m m.1X'skrpamn I r• R.s-w Top R.I,(too dl) required uplift farce as per table Jdo b Tap Pleb(la.-rah <n III mama P.Jd t R802.11 of the 2020 RCNYS m(p.twtmea) A -- • 'y •'t cabs Jalat m 1-0 eanr(Ian-^aq (e)led w,an- 1_'. =182 pounds xlpnrtor 61m1°°nn'°r�Tro M i c h a e 1 t Z'ATEAOR• PffE ' Y :: p N Jda lope ma Para,b,.(lea. * (3)m wvm,m Fact Lop '^ RNmr S 'MuM(919"watl (r+ mVaa(4.hTb •� (,+ Drao 1L m Parer(ou-ai)) (3)Ion arena E°a Fnd Call st N BTRO_ry left., 'HCPf(abbe hI rmfIsft,) M a c r i n a ' • •.. .: 6lomaaa to Rona(to.-roll) I�mwmman Fact Oa � Call SVep every rafter •xcP4(d°ub)o Np refbr) Rena to Rka.aril(end aq N Ion wmmm Rafla (�{ rnm.mill. (3)m.,X. aArchitect yp pC WALL FRAMING y1Yr t)hnpwnrum shrgwn wtla ' NS1 t 591's i i • •� Top Plata to T. at.(low-n°0) (2),m comma IV w T (paNanitod) (g.imniwd) plate Typical Post Base _ S• Too pm,ae at ul.aaatlw.(mn-^ao) (')lea aa,mw Jua-P a ad. (5)8d.I• yP• f• _ (2)led mmwm 24•ate. Rupp bmare sbrc din m ° 97 L MaIn Street Stony Brook NY 11790 .ygK. Connection Detail( � , NS1 y t < / ~ "h $ � smd to smd(raw-Flat) (polwn2od) (�m.7X'6lmpson Pm,a H.M.to H.ada(ram.-mq lea ao,mm ,ass aaw Ed- O Roof Rms r Rwr R.mr Bmlpaon Soona Tie a � pa(paNenlzoa) Top at Italian pate to Stud(ad-nal) (2)lee ammo^ P smd '—. ca p N m.7X'Smpwn phone. 63168"585 sp t Ns, •,(. ;. oon plate a Roar .".seed Joel, (2)led a- Pr Fast ►11 pverawn ua eteNanbed) rabdoerraneroa smell. MMurins@MMArchltec)AIA.rwm £) 9 mwanmu<vea web. MMAnilltecul1kc°m ' ti Oa ' FLOOR FRAMING .ahl,ul,p, Than plena we a^h.—t of o"..and wo ` Y l NES Jena m 6e Top Puts r Cl4w(to.-e..) (4)m ommm Pw Jd.t � S 1 Rafter ct Rafter %J� Roof Rafter to Plate S 3 Hip Rafter to „e•„"a„•p,p,mtr er Ne�l�L Connection Detail �7 to Wall Stud Detail V Plate Detail mema.nmta al a.amwPta and seam xd l to ? • =j 6d4ga,p m Joht(w-.gym) (2)m ammm tam Fnd � sae R.rtarmeeamm wwe,ma an uem mama.snap be proeaatw 'y Yr �re�e1 to W Newt almt to Ne la..Coptrlpht 202b • H5523dD9,.e Bbcwea lm Jolt(tw-nw) (?)m comma Eatli Fact ��18 (`••'1 Wdratl Yavila Mehlteel pa.RO dHgqhhis narwd, a1SI GJ=CIRIGAL NMIr1Q Baauna to a0 ar Too Rota(lw-Flat (3)1e4 emaem ha a- pat of the Alms may be reproduced wlNaut 0 ledia saw to awn(an-nos) ()lad common I:am Jd.l � (tuna(G I&Si dj�n �d�)8 A Me.ao.sxd wdxen sneer[al m.analtecL o RfSI •. .. •4 Jd.l m t.°a.w ewm([erne) fs)m wawa Pr Jost PSPNStIII LM➢BFARINO WALL (wMHVAC Ouse)..'Ms<C52 Itm4 Jdel m Jdrt(rA-not) <�,ad tartan Pr Jolt SQAP60N STRON6nE (4)617 M 400(a •`I Drawing Slelu6: LL M."I'NRC1.81• rafter TVbr Ao.sarem Simpson L70 Np'wRey rensr 9 •' P6Pf1aR Bmd Jost to AI w Tow.1.0t 11) (2)led ammm Pa Fwt 41 t°._ i ROOF SHEATHING Jda,wgpr RPS28Z so—Pmtl.(...am.d.7ws) beam r.ledaerfwlerod mwa0.maesm htalr2aw mamma l2•°.� m Porch Rafter Connection issued for PaMar zm. m wmmm a•m.a. y"• ° �artar" . Plumbing, Electrical & HVAC Protection Guards am.YN Edo.2m. row dim 4 row Hip miter CEILING SHEATHING O Assembly Detail Construction not to escalea Nlp reftor (5)m.1X� cwwm woabwa m codas T Tdw/,Q ywd O Rams Sbtgaon m WALL SHEATHING (paNONxod) g BRAPSON BTRONGTIE g (geow)tn4°oQ ItW°Nral Pmtls mwmmm 6'Eda./,2•iwd PSQ4I8Sbspowrevery R-co¢ coma.Dwr pad op.nhae So wmmm S.ben all emas past(3,0459) nmbr ha.l-a- ;I Pammaremr Gpeum wme0w0 m wtlw Y FAp/Y iNY b wean pea FLOOR SHEATHING(Subfloor) Hip Rafter to �+ Porch Roof Rafter to �+ Common Rafter to 5aaawd pmtle Si Ridge Detail S5 Beam to Post Detail S6 HipNalley Rafter Dtl. ,•>Lw. m wn.nm Y Edw/,2'lua ,i` Dales: sdBwwd e.am dim t' 1 ten ammm e'Edw/Y Iwo BF3024 81d Set (a)ens,X•fibrpem 91=4 Issued for Conseuctlon RIDGE re roRa(aalloNxed) 6clppba46an utimdamlwader,then>m.IX'sblpw Pm'm N h peMNcod) wicaIld r met9teaeophpn bpdaem 0p r� dlpplepul6tran rrgaeudm Mader ATTIC •ty 6mpson6tronp TN t 1�m (e)milX'3bnpwn rem 4J� ro(9ll,(ph Nkod) n Ir -any aCowd S0 tr,0 ap3 oOwr (peN.N.ed) �.)mw�awnnmm R Roots) dl aril oretrap SIMPSON $ (aamrs1� 61rtpeon rom hGWer STRONO•TIE CS217 e s aee�msdrePW^9 BLOCKING 2 BAYs �t Cad stop owr awry yy caar slmDwn somng no'C67w Cap BACK®48"a... 0) ead 0.030wund.) uT 8 n 6bsp owr-ol."kinstud Poet .y.I fC, msto091mpaan'cMsr,e Post.w SECOND FLOOR t1 met row 9R mr to nwma sndlno eo°r Q a ,r 96 bp1ef No. Date Description 6 (O �mz 1X•Sop" noted[,X'shpcon W m(pallonle.d) tr Protect; }LJ da(paMnbed) (e)m.IXH-d) Rmve.a n a.rL Assembly Detail • BLOCKING 2 BAYS d mlb(paMNnd) WakekkwbnmuYFw arch Column it Deck Proposed BACK®48'a.e. N � � tack setae ero repur.a FIRST FLOOR • ti m.IX'sklpsmn Residence 3 �+7 Gable Stud Wall C�Q First Floor to Second �+(�Jack Stud at Radlm 4� S / to Wall Stud Dtl. S8 Floor Wall Stud Detail S9 Header Opening BLOCKING 2 BAYS mapeambm�ompost BACK®48•o.e' m�'aleRfia(eee For Gable Wall Blocking Dtl. ""- N Neils(gal tad) not to a 11. Slmpw Seang Tlor_RW Blmpwn 9tranp Oa 99P sail SOWwamdP aced CoOS,repawrowryetud Smpa°nflbwngTI.=17 (a)ft.1X• pbmmevrevoryaew(420 ��_ � Fred & CONNECTION OF MULTIPLE PIECES 41 (2)m.0s'simpwn Mica pounds) can seep owrawnama sbrpwnna, oauraa) OF TOP-LOADED BEAMS(I) 0 Nora(oal-lwd) R (a trenttod) llow Q 9 (4)led.IW6lnpwn m nab^^ Donna 1%•Width Pieces: NO,(Cal-lad) •Minimum of 3rows)0d(3•x 0.128°)nails at 12°o.a 0) ': Nmd,,ro yqy 4aa`d`a ! Fragola •Minimum of 4 rows lOil(31 x O.I2B°)rills at 12°ax. C Rimiohit 7usy eNo� for 14'and deeper beams (st m Nape •If using 12d(3Y)ar larger nails,the rnanber 0• 1775 Point Pleasant Road Of nailing rows may be reduced by efts. 0. W p°bla ''I Shawn N25A GW° fomdatbn w—camew routlaam Mattituck,:NY 11952 (e ad.IX' ',t Top pate Shrown rolh 9 Width Pieces: '.1"^ lilt oil tout hangar (paNented) d lilt Ills Jurisdiction: •Minunlan of 2 rowsy°bake al v/ �d (5)m.IX' Slmpwn Slmrp no'CS20'cop (3)10s.IX'Skrpsan 24°o.Qstog9a'ed I Nam lgetvanuad) Strap-swrydud N.D.g.1mnmd) (5)adstX•adpwn t,l Solid Post Porch Column Town of Southold M i"adesai.pptmevedymamaaaeie lid L. II fishWallonbnd) M11 sue (�m.IX•SYrpaan I to Found'n Assembly Dtl. beamwwaobmwm.awmmawm.frtlmlmedadbaaaa 0 mto.Mnbna) Suffolk County Add7Bonal nallmg or boiling may be 0 S 10 Wall Stud to S 1 1 Cantilevered Wall Stud to C+1 Wall Stud to Sill Plate rearm lofthRefersldedoadedmfd 11farehay. �7 Rim Joist Detail Rim to Top Plate Detail S around House and Garage Dr6wn bearm.Refer to aunenl product Illerdfuie. By: M.D. eeamm)mkt ImI n2 sl STRAPPING INSTRUCTIONS: H2'$p1o1°'op`dO°"•) Checked By: ate: I.All Slroppin 7o Ba Ilwl -1/4'Wide 20 Ga.Steel MAM. Required where note Sea de led y on pima r Simpson Equmtl C520(cooed strop er ) gg U.Imm Noted Otherwlsa detail me Solid Comer Post 2.Us.Stahlose Sloe)Straps m Foetenara w la)mrla O• for d'meld Job No. Hot-Dippedessu a treet2ed when In Cmnlad b oe. 2412 Sim son with Pressure bested Lumber. 4) (2)16d Comlron p ^ So wmor pall 3.Ina(all Stra Far Q nape al6'D.e. STHD14(G( g--1-)a) HD 052.5 And Nara noted on plansa.Construction. Pad 9heetnlle: STHD14(Geroge wJb) 4.Install glif-ieed S,mpson fast...as noted (4)mroh Tnraa '61r...Common aetaaa. cemaaaFpmaamem Strapp"a Details C Threaded No .mot Comm for $.I.,tall strapping for Each of the Fdlowing: Ihbasmse P.Il U non lerlgmofaew -Rafter to Rafter over Ridge PJnbaw CB ah�k;al t -Rafter to Plate to Stud -Nailing Sch. auaa• ..oenammr 6-Hip Ron to Plato ipSlad -Framing Details C ;ih r+ O° and wit 5-Common Rafter to Xip/VWeY Rafter V k ��. ono C4 tuber I l -End Wall Stud.to wan Studs - ••.s s�ww cif'•%.::. I r I -Heady to Jack Stud a• $-Jack Stud to R'an Joist C •k,y� d 8-Wan Stud to Rim Jofet ep,�erpP - O I• 1,01a -Cantilevered Stud to wall below -Rim Joist to SRI Plate Sheet Number: HOu=e M's 0rt -Rafter to Ledgr with Joist hanger p 0 -Rafter la Beam to Past ck Strapping £ -Boom to Post to Flom Boon H 1 Holddown Connection Dtl. Holddown Connection Dtl. l -Floor Bean to Post Assembly Detail -Poet to P,er(footing) fornutmortowwndfloloo olbn -Jolate to Beam fi'-0'ac 6;mIn Y� (2)Tvr treated sh ated " 0f b h. ,z m emploto iseeaetan) caT�etotobe FOUNDATION PLAN LEGEND �?=FLOOR JOI5T8 .� TYPICAL • TYPICAL � 3,000 psi min. SPACING CORNERS .69 rift and Insulation STRUCTURAL POST ■ E E Mn(2)2x0 ...led treated'pressure watt.wPper To of Ind. othewse-plain T of Ste 1 treated rating plate lennite Weld foondoU ltp of 'Sirnpeon'BPS3eJ ntlm'bolm(eee . d TECO a INSTALL SIMPSON STRONG I - faMo6meol hotGfged gaN. anchor hokdeta@ PR6D----BOTTQMFLANGE 3'sq,Wachea8 '> iI rn„ a0E TIE JOIST FUVJGER tar l/4'dla.BOLTSm24•o.s End Nut Setup �.'t�^'•:;tq•;!•,�s':'! jig Michael .. Staggeredeach alde°1VJeb. __1',Wof bbdd`` •::+s.;. .,.1•.•P•%. scs Jj New Foundation Wag ------------- Sewre Top ofCofumna w/ T J. On Footing 's•.' s'••^'�T'T (2)36'dla.Y at bob slit plate(eat fnd. =1 e°j top of wall((Y-W) --------- M a C r i ri a Stool Girder(we plan) wag detail°) gads(n Pin) is _ _ __ 5/8'dia.xlat fail '. 1.d LDwerTop of Wag -____________ Arch �/"'� }� } rCh � Anchor Bohn t e l(rthipaure ekd d. ' (me pWn) T - I ` L _ von-takundetlon wag _______________ 4-'w"t'pp"ta ppooured concrete •�•10 ,u 97 L Main Street Srony Brook NY 11780 hundatlon wag .� ? provide Txe key Dropped bottom of looting 6Typ.Anchor Bolt Dtl. compacted dean Top dfoDtl Phone. 63168ra6585 HHS 3.5'dia.x l/4'Steel Column small. MMaalna@MMArMOecIAIA.Com • (unless noted otherwise on plan) .I (el.z3.Dj web. MMaalna@M A,rch Not To Scala , °•� @L01 Reber_ ^ New Poured Concrete rhea.prma are w behwndnt of.orrice and ma Typical Cellar Steel 4'Otiek p.a dab ..1.: 3C mica. Footing uro eduNw property DM"t=4`dmZ Nuestone pave 4' DWgrade pmsatel Z of Ne cmupla mid detlWr k•aa preae+ted m Neae drvebpa rTaA be p of 20 ed 12Girder Detail III 5,,�1 � � to N.�«�.xtmt'�.ra..�o-rD24: Ykh°�or th.kchltc4 Aa d to nerved. thin store r tnt me e�iPrmm.�dtia.<mysml�Ua o cat«f.t 1-1/2"01•-0'• wen er oe: ' Typical Garage Required Hold Oown to afwag haunch dab Locatlw(me deta0) Drawing Status: do Foundation Wall im� V.=1•-O,. Post Frem Above Interior Exterior w ..bar Who Issued for wgar dabtwe poured concrete (21 plot.treated (me doled)) NOTE .`'•CONCRETE,•.. trd plan, foan�tlW�I alllplam °a�retotoba Construction //--typlaal footlhg shown 3,000 psi min. n for roferenw o.� sill seat insulation 1. Foundation walls ere to be a mkdmnm o13,000 pcl,unbea noted otherwise on plena.' wetadw par tc dfnd. 2. All work shag win vAth there wrementa of the American Gancrote :s 2 Y4 Reber tormke shield ,e,r,: 0 PIY q m ____�.e.7_ _ InctiWto(ACI)and Ore 2020 RCNYS. anchor loans(wa •E (e1.27.0) m1n.36 h apricot hok detail) ll�.. 3. Ali concreto shag be eirerrtramed.Total air content ro(peent by volume of n rnin..below grade �16' 1P Orkk ponied concrete)that not be less than 5%or more than 7%. 4 d - concrete foundatiw wall aJl 4. Garage dabs,carport dabs,mdedar shape and porch ebbs me to be a Does; -- „-' Typical patio and porch m g..fing s minimum of3.50°psi' Bf3024 Bid Set foundation wall g ''`' proWae Z`X4,key S. The vomit.maximum size o/warm aggregate Meg not or paci one-fifth the 92326 Issued for Construction typiad looting dawn ;r r•;;. a, reinowest dabmor between forms andveesoeofthe dear pacing between for ref.- V.=1•-O" retrdardrg bare or between as bar eM the ride of Ore form. 20• 12'promold d figtr S. Form°shag be made.wind,°toe],Wurig m,plastic,a wmpodto of o cat HSS 3.6•d1a.x 1/4•Steel Column at perimeter of dab and foam lnsuiation,or other approved material°ukaMe for supporting and Wed to base ._ .. containing concrete.Forms Mall de sufficient strength Typical Dropped plate(unless voted duringlh�e co�eto rrpti tow�inwnaee otherv4m on Dian) plawmem opeatlon.Form ties shell he steal,solid phstle, 5 '•. Y' ;' of fwtln loam plaetie,or other suitable material capable of molding the forces created 'Stec a e'xS'xYa'thick steal be-Plato ^4r.••:•�. (et.18.0) by fluid prvssure offresNy poured concrete. 11 Footing Detail g w9ap E t ) pier siab(m Vapor Berrior cee datag,mine sheet "'• not to scale 3tl4 Reber !` 7. D°notpourint°mpomhumsleas than 40 degree weather,wrwhen freezing �L_ wndrtlamare-ded In Neethan24houro. Poured Concrete Slab compacted e. Instal Tuff-N•D exterior foundation waterproofing (se. non plan dean fi0 rY rpreme.Exotom or approved equal u t rp=ingsygo istDuct specified mban°.off6od gwn6lon No. Date Description 20' watoRroofing sydem Is to be Instated tmm botlom olfcotlng wntinuoudy up IIIIIIIII • to he finished grade line. Project: eat, d1a.xB'long wedge Typical Foundation Wall • ii • nhorbo]te 9. AgfootNgs eretoba reinforced with tabor so per details In the plans. 21'•=1'-0•• 10. Contractor shag pmvide and Install oil cast In place anchor bolts,hold dam Proposed straps,basement sashes,craw,span vents,etc as perpfam Residence '� tea°dTw way NhP9 yr-T a"°" - SITE WORK/EXCAVATION } 31'x 36' 1. Contractor sha9bcato&stake out aleddirgrmd Mmund utHes prior to any For unless noted otherwise Finish Gmd° Top of Slab axcavatlon.Any uNities shown on the plane ere en epproximat.location only and shag be verified by the Contactor. QTypical Column & Footing Detail N 2. Excavation shell wtwmmenw un lutilgy markautlo comp etod.Excavate V 1-1/2'• alareaeas Indicated I.the drawtng°.ADe:¢avatlonashagbe the minlmum Fred & depOre required achlevirg dean undsaabed virgin coil with otabfe-few. haunch dab onto contentend no-hif6ng and nonehdnldng soft characteristics.The Contractor 14 12' pitch treed '� foundation wag shag bereto the Pow Tread 10 per foot 4'��:.. and Mall na proceed with Ore work unt l receiving nstructionpoor coil h.rooteriattns from the Donna �j-i a, : foundatlan wall Architect 11:o Lq.: O at Thick Bluestone Treads F ra o l a°mcw. '• 10 � 3. The Artd:lted hasprepared the.awing and epedfintiom wghenesmmed d�.•e Slab Edge Detail blaring capadfyd 2,000 Pounds per sq.R and an amumed soil draactorist. _� F"T 'cj)a TNn Stour Posers of sand.silly send,dayey sand,silty gravel and clayey gravel(5W.SP,SM, 3/4"=1•-O•• SC,GM and GC)unless a sod test amtydshas been performed as per table 1775 Point Pleasant Road t of ed dam 4 '•� FMMedC do R401.4.1 dire 2020 RCNYS. z aria.a g - °� or Walkway Mattituck,NY 11952 4. All exnvetlons for concrete pea and footings shall be a Mnimum of 3 foci q,.• .•000•' below finished gad°unless notod otherwise on the plans Jurisdiction: S. M haeldig eha0 he dean gandarfiLL ° .•a.J S. No backfill M dto all be pemd against concrete or mscrry foundation wad Town of Southold / foundtflo all.ngorpmpll shotbegwr°qulwithinad to e.-oftwo Suffolk County Fourdatfon Wa 4. c•8. foundationg.'h Contractor du]l be responsible iOedwfl foremWmuge to co weeks eftorpo��ue Contradorshal be raspanstble for any damegetownoreto or paw Dawn By: Typ. Stepped 7. Mgadmg to dan surface storm water away from foundation wags eta M.D. riU minimum ato of 5%slope. Detail of typical porch stapes 4 Footing iDetail S. StoclTne topsoil for ie•use,redistribute topsoil for final gading. Checked By: MAM. 1••=1•_O•• 1/2" 1'-O" 9. Contractor to excavate all sapped footings as per plans and details Jab No. 64 o bar of bead S•oa '• 2412 1'nasing extoriorvml floor '.:�,••'•"s a•; /. jalda Sheet Title: K Rabat 1 nah Trea. :' �''�• Foundation Details �.• 16 2.�!'• ' I,• Tlmherstrend gg mnpict .i«'•�• 14 Rabat•' :•± .!P 64 par at •�•.', •'�.' Trmb-torrid V B'w �•;' ':',.•, cross blocking . y_. e16'oe Typical Tread Detail �12� • Typical Base Detail foundation Sheet Nwnber' wall l O Typical Concrete Stair Details Parallel Rim Detail A� 7 ■ Not To Scala i Michael Macrina Architect demretive 971-Main Street Slony Bmok NY 11790 .g� metal wnound 3•thick phone. 631686-6585 bl.mt re cap n% small. MMecrine®MMAmhhectAlA.wrn b 1 v.. MMArchll-WA.mm lAem plmu : on Inal or.vice and am p°�p�aqtrumm ar the wanteet. _ tMngam an of ua awcapt and dedgn Yaaa predmtea m to pu NOaet uvas to of rid lal ridge Michael t-N lm loecr.mt aos lad•,.a oC aepal tper wneea—tea —_—_—_—_—_—_— he god•llan o =a 12 ®16 12 B Drardng Status; 16 B ,2 12 D 12 12 D ®16 D 1 ' B 16 s 0 ® , ® 2. Issued for • a ,2 Construction li ®6 A --_—_ - ale height 1 16 A ,� -- ---------- A an C •�t ( ' ObP h�dli I m m �� i'� Dates: -• mtm yw IS4tieEcrYL A •I 9'3024 Bid Set otawadatbep 2az Asa To. t 02324 hawed for Construction B 12 B n$ floor subflow gorge ale height C -- --- -- 4- - - _- SATZC— /Or ate he ht bre ket , a �Ap u9 11I' m breaks •'12S :. A ® ® A A A 121 1 i A •S No. Date Description L 107 c i 105 ' • �� Proposed flret flea aAfloar E E eat t01 " floor subflml Residence _ -- ' E E -- _-- _ s hat I _ _ E _ �r - _ he' -�� - cealn 'hl r� ------- ----- -- ----� For •r F I— ----- F F •� Fred & Proposed Front Elevation Donna top 114"_V-O"c--.--r ---(--------- —_----- --_----�-_ --'�-----_---- --------- top ar.1ae Fragola 1775 Point Pleasant Road Mattituck,NY 11952 DRAWING REFERENCE NOTES Typical Siding -. . . EXTERIOR TRIM BOARDS Flashing Stone Veneer J,dsdcdon: 419.1e1ing(weepew) 16•Wbsbm Rod CedarCe"cadeperfection Material For enhodzartalwagto mot intersection,inatg aluminum can flashing. To bewImWdoverke and walermhieldundariaymand Town of Southold "files b be Number t Grade,Blue Label and As EAlr orTrim Boards ere to be Varmb a crequat aver ptyvood sheaddrg(we ant G-1) Suffolk County Installed as per the Cedar Shake S Shingle Bureau. For en sloped wan to mod Intersections,Inslan aluminum step Bashing. l] typical roofing(sae epee) Installation 9.p aver 30e Felt CDPaper ImtB ee per manufacturer specifications AO window drip capsb be dumirium with hammed edge. over 12'CDX Pysood Sheath'B foss sht G-1) _ © typical metal mofing(we spec.) gmtn,rY pressure treated My,..d Sheathing 7 tnat Base) -InstaE 2 fasbrpm per every framing member for trim Anchimneyff-hingtabampper. Typical Reefing . Drawn By: Elmowm bead epplimtione. `. -.. M.D. -Install over flat solid substrate. typical board end batten adding(see epee.) 6'Esgpsum Te The Weather -All Vamab%hint.are to be Glued Wth VersaleY Am berime l Asphalt Roof Shingles b be'GAP Checked❑D - 'GAP clm Ultra HD over 01' to be adldlzo 3 -Typical Metal Roof' adjacentM.A.M. -Utillzo 316 grade elnlNew aloes fasteners wfiere 'GAF deckarmour,continuously wrap upon to be selected 8 discussed vAth homeow.rer wan purl...min,of IT O thin atone wncert be wbctetl(see epee) nowswry - over plywood sheathing(we dpet G-1) Co..m -Codexwmw and plus festemeia tonsil fascia,mks,frieze Aluminum standing Seam Reath,be selectedover dos No. Alternate W.-c!Outside S bade Coma. and window trim. Ica and watemhield underfaym ent car enuously-P Color to be miscbd foundation below(we Md.plan) - up en adjacent wan n surfaces a in.of 17 2412 n wall ❑ Fadens. Typical Slres over plywood sheaWng(see sheet(3,1) Eave protection:Install(1)Lsyerof Ica S Wabreldeld •Foods Board-IW fascia board (wlt�Ehe ng polymer modified bisanen sheet)from the Sheel Title: Atfachmerd far each shingle shag be held in place Ventilation eaves od to e by two hotdpped zinocoated,sbinlew steel,or •Rake Board-I'AT trim board over l-.rmake board -None required(u.nt d elk) ge polyd et Meat 24'insido the edador waft µ - luminumcansorstaples,The Fastenre.shagbe •Frieze Board under eavm-VW—V4'pack-t lineofthebuilding. Elevations Gutters long aeough to penatrab the sheathing by a no. •Fders Board under rake-1-Ar over•packcul Low Sloped Roof Protect..(2:1210 4:12 pimh);Install - of 117 and dap ro ow t be ovendriran. .Wind casing S SIII(we detan shoat G3) (1)lays lice S vata.hield—the ptyweod shoethine, -Front AD guitars are to S'half mood aWmmumwith braokab 9 l24-ac Staples shay rot be sew than 15 gage and shat .Soffit-K•xGK•V'9roova Verwbz sofitboand Typical:Board and Batten Insstad o}the 309 tR paper. hew o of width of net law then 7tIpostal l end -run Parenel to house at fascia oaf he Festewn,:An Feetm.am to be mmodoetasisbntwlth All Leads.(dowwpaund e.to be mend aluminum and the wows of t a styles shall be paregd with _run perpendicular to he=at mks sofila Arecbd tat underground Pkirg t dryweas. the butt of the sNrgle. 1'12 vertical bass, over a minimum penstretion of 3/4'Into the sheathing.Use(6) "-IU*vertira,board.cal IT space h sbnp.for��dsshingle. - InsfaO gutters On a0 fasda boards as shown on elevations. into lion between boards foreapanslon Coterie be selected to match bim color. The Bottom Course shell be Doubtd. over Henry Blwsddnth(VP700) Ventilation pyvn sheathing shoat G-1) -None requbed(—rood attic) Sheet Number: Evtrbr Light Fldures over AD Edeflor Wag Light am to be installed an Red d-e widex(2)ehin8le maHea tanA4w1 Red Cedar Block Ev 1%011 Michael Ma;crina Architect 97 L Maln Street Stony Brook NY 11790 FMO phone. 631 68"585 • - smell. MMac6na@MMArchkectA1A.wm web. MMAmhltsctMA.wm E tneee ymi m b.t—t er e.r,te.end oro __ u...w:w�0wwetr ar u.mattmct. eNpeemae�gagehon nde 1 2MV —_— —_—_—_—_—_—_—_ of to Ne Naael uArWt ev lw.l:epYlgkl 2a2k _—_—_—_—_ _ YkTa.I YaWm arehRzl K NI b n.a,e4 uoert m u.qm.mer ee r e.d.Itbae a.�r.axa..11aa amseae er ue ereknea i Drawing Status: B B 12 ®TT _ 1 Issued for 6 A � c,icket behind Plot.1ni t B C ..,1 Construction —_—_— — _—_—_—_---_—_ late helht Dates: B I - I 3'nnrtar wash 2IX1 -- 2�' ` 2G5 208 A i a[+] I 21G II.IrSM24 Bid Set 92324 Issued for Construction u r bi—AD a ap 124.5floorbflote hel t _—_—_— C 4® B ®4 _—_ ateheight �r .. . .hind B No. Date Desalpgon A t10 A Yc tt1 A project: Proposed •r— - fintf— .bfioar Residence r t eov Ybnao - ------ E % _ r% E I I - - - _ --- - --- ce1h het t E_ - _ _ _ _ __ - _ _ -------- E / _ _ _ _ c41l h' t For i I Fred & ��-----� � ----------- --- I 1 i t .,deb --------------- Donna----- --- -- '� ! - - LL --------i --------� Fragola l --------- T --; ------------ -- -------------- -- -1 - ---1----- ------ 1775 Point Pleasant Road Proposed Right Elevation Mattituck,NY 11952 Jurlsdlc6on: Town of Southold DRAWING REFERENCE NOTES Suffolk county 11 typial ethos(see epea.) Drawn By: I�FBI W-1 raofin8(sae spec.) M.D. J Checked By: © iyptcl—tat rw6n9(sae spot.) MAM. Job No. Otypical board and botten siding(sae speo.) 2412 Othin atone reneer to be selected(ae spec.) Sheet rue: a foundation wal bolow(soo Md.plan) Elevations - Right Sheet Number: A4m2 I Michael Macrina Architect 97 L Maln Street Stony Brook NY 11790 phone. 631 60MS85 • _ ema°. MMaaina@MMArchltectAlA.com web. MMArchltecW&wm ' •: Theea plan. m bw 71,at.ardc.and ae E to of dd a ___—_—--_— — t d rid a presa�teE m Neae dra.Y4a Na`be prmxaled InrM4analY of the cmcepY ana d.ddn Idea. —_—_—————_—————_— Y u-w-t extent m Ye lax C.pylgm zoza Wdwel Yovbq Mchnea,. Y!seer-d. na part at Ule phase mar be reproduced.Itllaat l+ uw e�.a>ma At cons",at the orainsa. 12 t t 2 D ®11 12 12 Drawing Stains: •, tt® ®t1 'A ® •I B B ® Issued for A -------- ------_ A ® M Construction late hd t _—_—_—_--- B -- m m m Dates: •, 2,1 m E 212 208 ,c 2W —y l,/Ja24 Bld Set y `g B869 92324 Issued for Construction 12 47_f-l-r- -�-LL� see floor wbfl- it U ®4 sec Par eubg- 12 B IaYh t _—_—_ _ �-_ _ B_—_ �®4 � -- —_ _— —_—_ Wahl h! -Z.._1 [I bl I -- 112 l 113 A 115 t18 i t19 — •l No. Date Description pro)act: nA A Proposed -_---- ;_ _— - -- - - - - - - - - - - - - _ _ _ ------ W fl h e Woor Residence n I For . i F F F Fred & I Donna t of dab _—_ t of dob Fra ola 1775 Point Pleasant Road Mattituck,NY 11952 Proposed Rear Elevation Jurisdiction: 114..=1.-0.. Town of Southold Suffolk County DRAWING REFERENCE NOTES - Dreett By: a apical sldn9(sae epee) M.D. Otypical roofing foes.pea) checked By: MAIM. © typal metal roofing(cee spec.) Job No. 2412 O typiol board eM bad..ddn9(sea epee) Sheet lltie FE1 tNnd...reerh be.d itd(eeespaa) Elevation F❑ foundation w 11 below(sae Id.plan) -Rear Sheet Number: A43 *70 Michael Macrina Arch itect t 971-Main Street Stany Brock NY 11790 . phone. 63168"585 _ emeA: MMacdna@MMArchhepAlA.mrn -E y' web, MMArchiteclAIA.com Th...plme ero on —.eal.r.e ..end oro _ U.e.aaalw pr1 ft y or U.m d'=411 5;= praam°tad m�une�ma.xW man be�prVoa wwted top of ridge _---------_----_--_—_ ----_— to Ua Nllwt..tnt.I the le..aePNlenl 2a24. .Nlphea Yawnw Mailt.1 pe.All rrqnt.rowmd. B na port or Ne plm.may be reproduced.IUaut r— tn..an.e.ea.4u.n pea..nt ar me eronneet. I 12 Drewing Status: Issued for A Construction ate height L ---- ^I111 {J' I�� B 8=124 Bid Set a - -- 11 .,'-T"I �'- ® 9f2324 Issued for Consauctlon pee flow s>tbAar 4� B iJ _'ZLJI--- — J — i et.Wqht - AAg 11Ay� A� e 122 123 fle T 124 R� A No. Date Description I I _A A A A 11 ID Project I i i! rr,- ii rr 123 yrr v,rr /,%v�'. _ Proposed first Hoer wbflar E Residen _—__ l I A r_ E \ / - -- - _ - .ce celiog height s For (- - ----- --------------- Fred & col I I -_1_� Donna tep of dab ------- Fragola 1775 Point Pleasant Road Mattituck,NY 11952 Proposed Left Elevation Jurisr9cllon 1/4..._.I.-0- Town of Southold DRAWING REFERENCE NOTES Suffolk county AI typlaal eiana(eee apee3 Drawn By: © typical roofing(see epec, M.D. Checked By: © typical metal roofing(sae spec) MAM. a typical board and Wfar siding(see epee.) Job N.' 2412 Othin st..veneerb,be seleeled(sea epee.) Sheet TMe: F❑ foundationw 11 below(eee hid.plan) Elevation - Left Sheet Number: A4m4 Michael Macriria Arch itect 07 L Main Street Stony Bmak NY 11790 i_.._.....,.._..,, phone. 63166"585 email. MMacrina@MMArch1tectA1&mm web. MMArchlteciAlA.com md S1 61 1hh1 e'apual4 op��Yom.mt of wtamNltacrtu IQme e 31 __ A3.8 �8 m..d m-1 raft�c t, oaeu p.rtnacta I'o me eat aae o lo..conxl t of ride A3:8 ..._ ..._., _..._ .._ _...,....._._.�_ __ .____.-.. _�...,__._.., YltliaY YaaN.NehI1Kt pe.M d to naarwe. —____ ...._. __,..__..__. ._.. ..�. late hei t _—_—_—_—_—_—_—_—_—_—_ _—_—_—_—_---_—_—_ no p.r—W plm.mayber uM enhout 12 12 i 1, y jf�s" Drawing Status: ((II W ona.caniaggo � 1 16 16® 'r 1J 12 (1)�'dla.nrdag^ bok eteach wflarbe to 12 <✓r� y® 1ST bo at each wllarbe to ®16 r.1e wn%,Tnection ratter wnnecticn 16 .rlf Iwtofwllaraea ®12 ®,Zl'.• Attic %, 1.� Attu � Issued for 12 16 t—pA 2�'.11.,Hang m support R.R. ,16 et32'oc(10'largth) � �� I +� J� . �. Construction n ,7 °nya 62 y\ .r '� lot.height _...__. ------- Attic _.b. (1)�•da.wnla e ��p�—�—••��y�p ' �kMrafbaon roomection to .1 1 A3.6 I I I N ;� Dates: 1` Bathrm.#4 I tl bat of C.J. Bedroo #4 A3 e -o, 6/J624 Bid Set 0=4 Issuedfor Constructlon IIIr yplr Attic 62 9 8e lim e 2xT late am w i (sae plan) ;� {" ov bflo * Aa 6 .-no floor er su or see Door subfloor :. plot.height ate height -- ---- m b meu'wa�°and ---m wiling in 8arege _ beam flush beam -flu a Seam.- oet�niq (wa don) (sea den ., [._r Fmme wen bids fTW rom ..� �_ p� F mkro0aom etude fmm III 28�' Garage *Em § 'f+ d firstflo rsul&orto I_'aund�y ` OOm ; aeww ba plate II Study ( No. Date Description 8 �s �— Room ; , Pro)aq 3 s Foyer l Proposed 612 a 610 A3.8 � A36 fv.t floor s.bfloor _—_ _—_—_ ±' r fire floor sbffoor Residence <<t( tin hei1 �•i I For ------------ I _Staih ' �._ Unfinished r-��/e'stib le Unfinished ' �- --, L Cellar Cellar t Fred & Section ��---, � ] ;; Donna !--- - tap of dab Fragola 1775 Point Pleasant Road Mattituck,NY 11952 Judsdlctlon Town of Southold Suffolk County Drawn By: M.D. Ch.k.d By: MAM. Job No. 2412 Sheet Tl6e: Section -A Sheet Number A5ml 5, A3.6 _—_—_—_---_—_—_—_—_—_—_—_—_—_—_—_ top of ride beom 40 L .t ,2 ,2 f/ 10 S2 Michael A3.B {' AM Macrina b°" ---------------- ° Architect - ...., f - ..__._.._____._,....,..._ ......_..,....._-.._....._.......... 97 L Main Street Stony Brook NY 11790 Bedroom#2 IIII phone. 6316es-s585 T ..51 �1S •O1 small. MMacrina@MMArchltectAlA.mm A3.6. !.—.J web. MMArchltecWA.ccm t of s2 N.-ples�xoU r. me t of..ee ona ao~ ! of d -—-—-— �2 -- ,2 A3.s f �t};a }1� ,2 A3.s �S to "bed so these dm,n°oe enau be'p° Ideeoe od S5 q® ®4 65 3 �jtti -j-k✓�q �i sac.floor subfl.b, to u,rudest a.t.t of u.le..CopNlpel 20T4: h� _—_—_—_ Mkh.d u.am.Arehnxt..a w rpphht.....a A3.8 A3.6 ,:. / _f�' ');Yj �,'. .( {' Y:YY V( -Y �`-•r - port of me plmi.meY be reprodueed.Ithovt 1 )_.. 6\ Y}/- r t r l r - Yx: ' .••...�...�.,y...�.-.�..,-..K late hei t the.Wr....d.mt.o ewle.et of the onnne<l. top of beom m Drawing Status 311mg Y.•CDX plyswad l t I :bit. 9 _ :. ..... kl N,eae,lo � fO _., Kitchen I noderemeorc.J. � � (, Unco�ered edroom#1 Patio#2', i Patio I t Issued for Construction first floor wbfl-I _ _ —_ lust flaw wbfloor \�P^ rv� /t iTt^i�i iA1 i<7�1�ir.7;/�i i�i�vw ivy. -------- beiting height E Dates: t'•" fl &/3024 Bid Set Section Unfinished grz324 Issued for ponawcflon ' Cellar m ,.4•• ,•-o•• t of dab " ..... .. ----------- top of ridge ----------- �� No. Date Description 1=i Project „®. .;- ;2 Proposed Attic . Residence j S2 — S2 A3.9 • 'r AM For Idle height —_—_—_—_— -. ,.__..,.,..,........:,_...._._..__....._..___...._.._....._ _ _ Fred & m9 g Bathroom#3 >I I I � I I , I � Donna Fragola ,2 SS 4,�z -= � n flush beam ®8 s2 A36 1775 Point Pleasant Road -- — -- I ndereabiexag A3.s °°flaw sub"°a — a (seepian) Mattituck,NY 11952 tote height --_— _ _- tt�(j(,.� _ _ {' / ( _—_ tote heiht Jurlsdtctlen = Town of Southold Gara a Covered � j Suffolk county mg Patio#3 Bedroom#1 Hall W.I.C. - 1 �,I Drawn By: Cbedwd By: MAM. fast floor subtf— — A3.8 _—__ I __— - - fast flow eubflow Job No. ceiling height " Aj 2412 6 41 Section Unfinished ------------------------------ ----- Cellar - B,C I J •I or slob �•';1. .„> Sheet Number. Section A5m2 \` 41 { �} ,•,a a \\ I z-8• 1 I Overhang ,r' '•4�t typical roof sNrgb ptyvrood sheathing - Ice andwater shield -, underlay—t I B trim,beam Michael Mir:Timberbuild.wm ;i� rake board M a c r i n a .......,o �'� _.,...,.....,,..:-�........_�,.w....-. .,.-,..-.,.,,_.,�,.-... ......, w�. -.......�' ..y Model#13T1 Roof Ratter a '" Flnlsh:Smooth .. ._.. _.._._. ......__................ _......._............_.__. ! of ride Species:Western Red Cedar rc i ec M,I _--------- - �f- ._� _ 071-Maln Street SronY Brook NY 11790 soffit board 2 Tt 12 1 1 \ phone. 631686-6585 A Bracket Detail ` frieze board ema9. MMamma®MMArchltectAlA.wm web. MMAmhltenAWmm bloddng `1 AttIC Sz ! me,e Plm,ae-b,trmnent al.erne.and Sz f.. A3.6 �/ Infringanm�ty orl`"0fttn.rad°nlcw..md�amp none —.tad on mass dro,Mge ennu be praaeeuted to the Nee,t"tart al N,1-coprght 2Wk- late hei ht typical siding Yltliael Marina 4rchlta4 po.All d n wed, "^- ."-^'�- ---^+�- - - - +---+--°--- ,�=•� _ -- 1n,a eased,pilttan nmrxndt�ofrNe mNltat t plywood sheathlrig r I Drawing Status: a T i •� m Bathrm.#1 Yp cal Rake Detail W. Issued for . � Mfr:Tlmberbuild.com Model# Finish:Smooth Construction Spedes:Western Red Cedar \ typal roafaNngle k first Poor subfl- Ice S water shield from fascia itIBI ... to 24'pastinside faceofwA plywood rhea nB _T :,� not to scale �\ ce0b hai t race Detail Dat Cellar f ; ` �i - 1 ili root rarm"J BI3024 Rd Set ,s, 5: Starr Unfin shed g224 Issued for Construction� � 3!4'P.T.Plywood k, Mmield II typlca gutter undo framing 16•oc t or Web m Sde III min atffd DSection z•thick " fascia hoard a•. - btu stone sap .... ..... . 1/4^_,1°-0- 1 Drip cut 6 Me-board soffit board @ II No. Date Desgiptlon 2• 6 '� PrdJect ........__...__ ._.__.._._. Thin Stone Veneer t ` it !/ 514°packaut Proposed t of rid boors Ice B Wafershleld ------------ ;Y�'i X) undedayment �.. ',i typical siding Residence �Y; 3 SWW Pty.Sheathing - ',��'/�. 111 Plywood sheathing tt For Wood Frame �� Typical Flat Eave Detail _ Chimney Cap Detail Fred & late hei t ------------ Donna tyWolroofshingh Fragola Roof loo6watershleldfromfrsdato 1775 Point Pleasant Road Deck �2r past Inside few afwall Mattituck,NY 11952 \�\ plywood sheathing A3.6 „«_� proof mlmr� Jurisdiction: ' SS 12 I \_. A3.6 4.5® Foyer sec floors:bfloa --_ r am.© Town of Southold late height / v /�it ____________________ Suffolk County top of beam gutter Drawn 6 Y ty'ol fromingatleloo M.D. I neeessary Checkedfty: Covered ! _ rn eca board M.A.M. Ki \Patio#1 Job No. wstructurali� � �ffit hoard 2412 e Ian ' low rM be Sheet Title; first floor s.bfl- ________ ______ - fast boa olhfloar __ ......_ I � ovafi ceyb he' t _---__------_—_ ------ - ---- �,1\ \111111 6bckinges rw!'lan) Section _— - necessary / P = - Exterior Details Section Section y°va�'� - Unfinished =� Unfinished A�� .i eidth of colamn /4°•_ ,°-o Cellar 1/4•°_,°-o•• Cellar "? '3 Sheet Number: Typical Porch Eave Detail ' t of dab _—_—_—_—_—_—_—_ _—_ " _. 3"=,°_0•• - - A53 \ i--T- r r L r= ---- - ------ - \p I ------ _ r ------r- -- ---- ---, - l \ �— 'Coveredt�— LPatlol— -I .r-- - _L-" outdoor ', �•-� �' 16'.9 x T-8' kitchen •+MF7'^'e"4 -- M c■ ■ I I - 1Twide sliding door �Po�Dha MaCrina 18'-0•x11'-G -Raised ' i' < 4 29'-9•xlw-0•-- I \ ------ ----- - ----------- Arch l l t@ Ct 1T wide sliding door G� I Ar Patio_ _ _ _ 4; 401?�'� r-^ 1 I-.- a ' 97 L Maln Street Ston Brook NY 11790 Master ,�..� ' � � y 1aox36 \ 3 i6'-0•x,B'-0' toNa; own. _ ii. `" , Phone. 631 BB6r6585 W'-0'ceifinglwght email. MMacrina@MMArohltectAIA.com web MMArdhdectAl o PI t t.I 1 d '-•`H 1'--- In prop Ay 1 N M l L egn �I #• ,I_ i—_ (-._ I I Or„1 C 1 In U 0 fng15�A D p l 0' 3 �, s I m In nn t t e r npl ao�qpn+Igor l2oN 16'wide sliding door ,....«.... -. I P'p i ur en ol.Its ty°ns reprdduced.Isino i ref. cabi eis _ y1 ' _- I ,ter ice e.p,edeed witte,consent.of,ne mcnuect. Living Rm. 3 c.,*: S"�� '. I I Drawing Status: 20'.0•x 17-6• asl I I 10-0 calling heig p re. l i m i n ary \ Plrg ht o0 ges .,z i- ._ fireplace f•; N --- 4-� 5- not for T �r.�� I HVAC I -- I � construction {f J realm I N j i . nen- �' Kitchen ' Den ' 15-0.x,T-6' I I. d ��11{- vIl_ cmeet I I 1a'oxle�gl II .`� glass - duos 10'-0'ceking he ght i Dales: seat Design � � _ Master display 36• _i 1 _ Prellmtna n sle woi30oven /24 —,-- Cl Bathr r _____ ____ _ _ __ _.____ � i I 7129/24' Rotate House on i 1 Walk-In Walk-In dosai Hall III r L,� r �! Closet 1o'-o'n7-o' 11%0•x 15'A• .JI - balcoebove----------- - ma`s-Eat ioa N� FF--11 it r ----------- reHVAC turn \ 1 I ,, {� 0 I No. Data Descdptlon _ I 1F�. Proposed \ a a Laundry Rm. Study +' Residence fling I n r haskek L For i��Powder! C 6'-6'+T-0• landing A- Fred & Donna Fragola 1775 Point Pleasant Road �Q 03128� ®� I Mattituck,NY 11952' 'I — 30'-0 z 8'-0----- I pF N�taV Jurisdiction: Town of Id Garage step I Suffolk county step Data: I Drawn By: •i' First Floor=3,005 sf M.A.M. Sa—d Floor=1,956 sf I Checked By: Total Area Above Grade=4,961 sf M.A.M. Job No. \ Garega= 1,098 sf 2412 9- Proposed First Floor Plan Rear Patio=1,003 sf I �yq••��•_p•• Sheet TNe Front Porch=220 sf ® First Floor Plan 10'-0'widex lT-0'tail edaor plan north GFA max allowed-6,422 sf I - Prop osad GFA=6,289 sf(conforms) \` 12!-0•w e x e'-0'tall garage door Sheet Number: i�ra I Aml ----------------------------------------- ----------------------------------------— li li x _ I l J II I; it 1, L --------------------------------_—________—___ II II . ----------------------------------------------- I I M i s lh a e l I Ij Macrina I I Roof_Qeck— Arc i ec 97 L Main Street Stony Brook NY 11790 I I i 12•wide sliding door Phone. 631 686-6686 I 1 1 I email. MMacrina@MMArdlltectAIA wrn l web. MMAraltectAlAcom II Bedrm.#2 lhoexclone are an Inetmmen!of vervlee and th vrc 1 I 18'-0•%18'-0• i i I I e oslw property n'Ne areNlact. IntrNgemente of the aoncepta aei Ceelgn laeoe I I I Dreunlee on Neu bawhge ahaX he prDe<Ntee I ,4 I I I to the IWlevt eztenl e/the law.Copyright 202C NeR o/eemlpli e/m nalelro i�u eL Nllhtt ulll--- III 4 Iff 1 W—. 1�1 y I I en co en a arc ec Bedrm.#3 1 i 15-0•x 15-8• i; Drawing Status I preliminary k}? I !I 'j.µ�C I.� ❑ Loft 4 ' i I I h Bathrm #2 Wee-sire 1 ; r------------------- --- -----'- _I B-6•%22-0 - 1B•-0•%1T-0• b^ds1r�.M I I not for ---------------- construction r_ r construction i.I I I I � I II- Ir I �', i I Dates: i i I i I� Ili . D•x6 5/21/24 Preliminary Design 6/27/24 Preliminary Design ath n_ iCloset 7/29/24 Rotate House on Lot Walk-In N'-0•x8'-0' 1_ 9 L I seat linen Balcony closet I I I II II II I Wak-In II`-----------------------------------------------------�I Close �� No. Date Description Project: ---------- Attic I ; Proposed l i i i below queen-si:e i Residence i thrm.#4 I I 6 r i'`p F1 Bedrm.#4 For II DEI II'irl Fred & ii ----------- -- ; y Donna I I I I I I l �'D II II li e_ ' q - ragola 1775 Point Pleasant Road U _, Mattituck,NY 11952 1 Jurisdiction: Town of Southold 0312a� 0 Suffolk County I f OF Drewn By: MA.M. Cbecka i Proposed Second Floor Plan °By I '/4••—�•_�•• Job No. 2412 I II i Plan north Sheet Title: I ; Second I'I Floor Plan II II I I; 11 Sheet Number: A=2 + --/----------- ----------- max X. b u i I d ice-h t—�------ ..;.-. UK- T . > _max. buildin ht M�chae� Macrina Architect ,/ j. a rr •� �, - r \~O� 97 L Maln Streat Stony Brook NY 11790 t phone. 631 686-6585 II. MMacrina@MMArd!IteclAlA.com i .d web. MMArchiteeWlA.com I-) r 6 t -•, ,i mesa prone ere en metmmont of ee,w<e and me property of t^e prch!IecL w ,l �.. I ',J Ljf1 � 4l4• I t f L mnNsemenm f me e<nupN end apsgn maps pro sentea en Ness me.mae coon be Prosewlea fYocrs lop Mchllathpco tut rq^ls�re eerred. / ---- I( r I - - \♦ Part of U<plans mpY be reproaucea it..L Ue expressed wr llen consent of the prchltect // ! ^..I Hl .: '}"�, y7-7-r, ,, r - I f`T• \`\` no Drawing Status: 44 rY T � - Pre Imina L �IIth 7 rFI'Y t��tt ! t11 Z T1IYt.h segordtro l r r , not for 1IMI n M �v � -- ---- construction _ i r r 1 1 J !l 4 IQ I Dates: � 5/21/24 Prellminary Deslgn 11' )1 -T]�t j�I I 6/27/24 Preliminary Design P I t I I' I 712924 Rotate House on Lot k��a�iIi'nlf-r; t�-��-��- u.l,i'l 1L t' _ ,r; _ I„,t.la I fretfloor el 28.5) Proposed Front Elevation 1/4.._ ,.—O.. �'9 q�� No. Date Description A q ✓ Project: C, Proposed Residence N ;c For 0 28 � o N y Fred & Donna Fragola 1775 Point Pleasant Road Mattituck,NY 11952 ® ® Jurisdiction: Town of Southold Suffolk County Drown By: secoM flo or MA.M. -- ---- Checked6y: , —_ _—_— M.A.M. Job No. 2472 Sheet TiOe �i UE Elevations - Front —_ ffrst5_r je1.285) - Right Sheet Number: Proposed Right Elevation A=3 I _ Michael Ma(,-rina Architect 97 L Maln Street Stony Brook NY 11790 Phone. 6595 m MacrIn ea0. Mlna@MMArchRectAlA.wm web. MMArchlteotAlA.com llmaa prang are an IVWmcnl t..M..and are the.:Gusto property of the arNllect. Ihg_anta of Iha concapt,and daalpn Is!— Pr the Wua:t a lank of"Me 1-Cobpapl9ht 2011 -- '--- ukhaal Yaabo rlrchllaot,pa all dphb roearvad, port o/Na plan.mar be reproduced wlthaul !ha npras.ad nittrn.wool of the ahahltact T Drawing Status: 1-1 LLJ LIL L EI- •I preliminary -- -=� = not for -- ---- construction Dates 5/21/24 Prellminary Design 6/27124 Pregminary Design 72924 Rotate House on Lot _fust9co_e(L29.5) Proposed Rear Elevation 1/4"= 1'-0" No. Data Description ® Project: MA Proposed Residence - For 0312a6 �0 Fred & °F�' Donna Fra ola 1775 Point Pleasant Road Mattituck,NY 11952 —_ ---- Jurlsdlctbn: ® ® Town of Southold Suffolk County Drawn By: MAM. Che l ed By: MA.M. —_ _—_— Job No. 2412 Sheet Title Elevations - Rear - Left Sheet Number: Proposed Left Elevation Am4 1/4^e= 1'—O^