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HomeMy WebLinkAbout49911-Z TOWN OF SOUTHOLD � + BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 49911 Date: 10/19/2023 Permission is hereby granted to: Rybec1 y, Philip 1065 Fleetwood Rd Cutcho ue, NY 119352243 To: demolish (as per Town Code definition) and construct a single-family dwelling as applied for DEC, Trustees and SCHD approvals. At premises located at: 1065 Fleetwood Rd Cutcho ue SCTM # 473889 Sec/Block/Lot# 137.4-24 Pursuant to application dated 9/18/2023 and approved by the Building Inspector, To expire on 4/19/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,260.00 CO -NEW DWELLING $50.00 Total: $2,310.00 Building Inspector TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 (% Telephone(631) 765-1802 Fax (631) 765-9502 h s://N . outhokdt . oar Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only C'GV' L P=3 1 r� J/ PERMIT NO. Building Inspector: y c02 i Applications and forms must be filled out,irntheir`ent'r6, .Iricompl"ete applications will not"be accepted. Where;the Applicant is not;the owner,an I U ,LSI G . Owners Authorization'forrri�(Page 2)shoo be completed. " ` ' q"jai t:�„ ,1 t 17! " Date: O IERMI'? !rfl " Name: h'1 SUM#1000- --- Project Address: 106S -1'tb'Auj oa S Phone#: _ Email: 20 "� i5 aqa ( Mailing Address; Roo— i SQumo1 CA i'on Name: MuChAd MCI-01n,& 1 .C- Mailing Address: 21 M al O Phone#: mail: Miti1�CISi 1910. -�Na - �� , t - Name: Mk CYACAd �At' tom- - L Mailing Address: 2- 1 M CA%'n 610 US- N 11-- Phone#: 1Phone#: - �- Email: 1° Glt T!TI AC,TO# ilrr a Name: Mailing Address: Phone#: Email: D Irl0o N , �aru�l a J ❑New Structure JWAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes 2No Will excess fill be removed from premises? ❑Yes IVNo 1 PROPERTY INFORMATION Existing use of e � n Intended use of property: property: �.C51 dlt.rl}1�X Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes&o IF YES, PROVIDE A COPY. ❑Cited Box Atter Real The owner/rnntractor/design professional Is responsible for all drainage and storm grater Issues as provided by Chapter 236 of the Town Code.APPLICATION 1S HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,forthe construction ofbuildings, additions,alterations or for removal or demolition as herein described The applicant agrees to comply with all applicable Laws,ordbilanc es,building code, housing code and regulations and to admit authorized Inspectors on premises and In buildings)for necessary Inspections.False statements made herein ane punishable as a Class A misdemeanor pursuant to Section 230AS of the New York State Penal Law. Application Submitted By(print name): /1( 6�� Ly ❑®Authorized Agent Owner a1 Signature of Applicant: Date: `W STATE OF NEW YORK) COUNTY OF'-';;CA,- �D being duly sworn,deposes and says that(s)he is the applicant (Name of individual si ning conte ct)above named, (S)he is the w (Contractor,Agent,Corporate Officer,etc.) of said 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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before m is day of ZD Notary Public SETH G BANK Notary pbait Mate of1E 114 G"i Nev'York 140 s Qualified PROPERTY OWNER AUTHORIZATION in 5u ffelk Co�unty7026 (Where the applicant is not the owner) y coTM� i �p°`�EI�;,en ' 1, 4 residing at 1.0(126 IF S do hereby authorize Mk o apply on � L my beha Town of S Lith Building Department for approval as described herein. 2�Z i Ownes Signature ate III I11 e Prin Owner's Name 2 d i i BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK " PERMIT NO. 10316 DATE: FEBRUARY 153 2023 ISSUED TO: PHILIP&DEBRA RYBEM ` PROPERTY ADDRESS: 1065 FLEETWOOD ROAD,,CUTCHOGUE SCTM# 1000-137-4-24 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on February run 15,2Q23,and in consideration of application fee in the sum of200 paid by Philipc l bra l beck and subject to the Terms and Conditions as stated in the resolution, the Southold Town Board of Trustees authorizes and pen-nits the following: j Wetland Permit for the proposed two-story irregular residence over existing foundation. Residence to be*30.2'x ±39'with a 121.7'x±15'two story addition,±25' x±28.2'attached garage and pervious gravel driveway. Existing driveway,asphalt area,and walkways to be removed. Front porch to be+13.5'x±9w3'. Walkway to be installed reading fromproposed driveway to front porch. Stepping stones leading to rear patio to be spaced to allow for permeability, hear patio to be±15' x±15'and on-grade. Existing rear concrete walk to be removed. Existing±'10' x±39'irregular rear deck to remain. Outdoor kitchen to be installed on existing rear deck with adjacent±10 x G ±12.5'pavilion to be constructed over existing rear deck. Existing+51 x±El'outdoor shower on west side of house to t be rebuilt over thru flow decking with a catch basin underneath. IlA system to be installed. Existing cesspool to be removed as per SCDHS standards.A:E41 wide permeable sand path to lead from rear deck to existing boardwalk. Existing,wood retaining walls to be replaced in like and kind as noted. Retaining walls to be planted with native, ' non-fertilizer dependent vegetation. on-turf buffer planted with native,non-fertilizer vegetation to be established landward of the wetland line as shown in pink. Area seaward of the wetland line to be a non-disturbance buffer as with a native species. tar wells and t.a I:I ratio w Dry wells is to b ere laced a p shown in light blue. Any tree to be rem p trench drains to be installed to address runoff. Bioswalelrain garden also proposed to address runoff on east side of property;with the condition there is no storage of cars or boats in the wetlands,.and as depicted on the site plan prepared by Michael A.Macrina,RA,last dated February 10,2023,and stamped approved on February 15,,-;023. f IN WITNESS WHEREOF,the said Board of Trustees hereby causes its_Corporate Seal to be affixed,and these 9 presents to be subscribed by a majority of the said Board as of theda n year fit t abo- a written. l v. " f F64/r ilk P i _. _. $, Couer(Tralfic BeN9) - ZONING CALCULATIONS: TER 4•deT.-= i 3d't= tleedatl bl arae(Iola 11rc)=25285 c1(O 58 mes) ALCULATIONS: poveedw4 f teezrg oO"e eneweamweuenas•1e,a54 103e eoeel R-00 In—canlo,mn,g Iou DRIVEWAY RUN-OFF: � 4 A8elnlarcetl •selma,a: •R.—Falor=t0 ` - d€I .Remren rf171 wua 1 ;�3''�I collar _�� 1-.-el e,(o.n Michael frdN=SORf4S e9 per eer2 280-1x4(0)7 •D,l,xix, Prea-1.410G ,. ]N{�<= ads(minl•15A .waLme ReJ ax4_ I - Macrina (19A11enfe 7(IFaffaapn — I EAST CREEK suepaeq 3su Architect 1ra1.41gu x1g=z4oWn rear son i •DI Re Iced- Ground Weer (EUGENEB CREEKB(UNDERWATER LAND) 2096 I cdvereao elbwed 2114-1,ee1 St'W&oaA NY 117W WM1 a dee D,-11 4224a n per fool of Meohl 18 8U Va20%•3371a ,.IL 1.anaga NOW k/4224.0px—Ihe0d=51M1 T_ ypical Drywell Detail z,_,� I lob .11"odi doverege) pM QJ—OSB5 aflrelg,l-90fl ep,pvbp le, MM M not to eml= 111enma on lauemeA On(DW x4) '^. HH' 1 -_ - MA,cbxeaAlA.mn (ow xl enzlroeryem 13�1, �,.� / LOT COVERAGE CALCULATIONS wm MMacnneaAu Lw,be gg'gq s9 landward to wetlands low aal anaaameev -.-_ --. .. , -= (area= ,854 SF) '; � EXISTING 1ePROPOSED' TOTAL € Nee eeaxmda NexelbM me Edge, emee.aa,w'm.nean rmer 4,zozg -vs 1 ?[ HOUSE ¢ 1,1545E 361 SF 1,515 SF I a.:.€. =e st ��J f 644 o xavoxs: SF 644 SIF - GARAGE ! _ r He, FRONT COVERED 126 SF 126 SF 3 mor _—'- WOOD DECK 409 5E 136 SF 547 SF a - o. - 3 ., BSTEPS y SIDE DECK 50 SF MINUS - OSF BSTEPS oal� r PAVILION OVEREX, 50 SF 0 SF 5 w : _ A1r•-53A.' Fi4ssd .... t F. T1so�• I DECK z., . _ �J _OUTDOOR c;,s21 n1,s g pposed `" a a Lknit of clearing grading 9 j KITCHEN OSF OSF € f¢m�. ea y a5a 4, '_ f .` (10.125st) Existing OVER EX. ] rrn^.1 A� Retaining Wall Detail ,; — Asn FetlglEmn,Odaa DECK 1 r ,gavn0.. Wal Rear etalr�ing 3 ; r I CtlOrl TOTALS 1,613 SF 1,219 SF 2,6325E IT�Tn F Dwallvin T` Dwelgn9 a. a _ —. .. r ° -� ,va••—,•-o•• 96% 7.2% 168% yi- 100- -23 .¢ �- _ _ S� Read l -_.-413] pmpEon945 Fleen TURF BUFFER WITH NATIVE, H SITE PLAN LEGEND; DEPENDENT VEGETATION TO fi �e r jJ H THE FOLLOWING SPECIES: j „g - _ ` r�^'�. tY'd: J I- r posed aT�e 5—MARSH RUSH 4.5 T GRASS 3Addition and uP, rrri Nii�EnT -4 > r' Esc. - __ '.* . ., _ Propos d - .... : tRenovationam moOTHCORDGRAss c`TRYvYI€A [ ear Retaining &JOid 4`iRs 3i9€14L1{�i i 'a'R ..--�a =ijtig ` F ='"T -' O Few i�rF•� x1Iroremxm4pnmP.peI§a.rmxypxeobaPA ewv ape5ml aue7 re—s;Gem_® W``)) For rVAE-ANGLIAE-NEWENGIANDASTER Wall Section DxBng public watr d,- 11� 137-4- Phil ll & 4FleRoad DebraIFOLIM-LOWBUSH BUEBERRY TEST HOLE DATA: Proamxw1,d—e— THOEWGBVMrDONAfO5CIENCE Rybec ky ♦ a ON NAY 19,1PA 1a1e=Iumrag Feawasd cep 1065 Fleetwood Road - - s _ Southold,NY I DARK BROWN LOAM1 (OL) TPms,ee �, SILTVSANOISMI 1EupoRARr EaosoN coNTfla MEASURES Pr02osed Site Plan Town of Southold _ ,Ka,:�„Np dpbeaann,aad,�p•ogaroK,..= Suffolk County eeuar eae,4 euLm ama ppvnw rw m¢msc„w §^P 2Ok' 13V PME 8—FINE SAND(SP) ui u�cA v.,w®, ,m,owa vla LO --p Drop ; P--r`f' �y .u. '+ THIS IS AN ARCHITECTURAL SITE PLAN WATER N PALE IROwN 11nOtoas EMtlrc seam plorywe£A� v BASED ON INFORMATION FROM FINESANE ISP) T -T-,1 - nom' •E withI SURVEV PREPARED BV. _ €'a I.flrmu wafer seven nn m.va1 _ 1€1AlE 0% EMBEDDING DETAIL # 274 EastwMam SL,East tIWip NY 111730 Proposed NYS DEC Lot Coverage Calcs .dEelm o.wia„alGndl,q Pwl - - f4 last revision dated.June 4,2020 I lot area landward of wetlands=16,854 sf balnln Flereeon •€1.it$ 16,854 s1'z20%=3,371 sf max allowed coverage I-ON spa slreelml•: P [g AIb,nles Pmposea Sppl Elere on a Br A descdplion area i%fol wvereBe ;� ��� §house 1,5155f 9.17% w�nwsed,ea sone ael.lmy wee Site Plan f 644 d h tt aacegarage s 3 6% `_, 0 ' r,t• ae IbmleeP C) -r ,� � � �aWsed leMerePe SanN,q l m limon 'r, ;':€�a1 front porch 126.'f. 'S% Ibialw�Im ae9n Cl •. deck,pavilion 8 rear steps If. 32% TH wal kway,steps&lower patio3PT total coverages f 19 B tidy Bale Detail (ddveway is excluded because it will be a pervious surface) s (stepping stones are excluded since they will have 40%open space between) M.—eenw— 1h Michael J.Domino,President " ig SolUr Town Hall Annex ' 54375 Route 25 John M_Bredemeyer III,Vice-President '�. P.O.Box 1179 Glenn Goldsmith W Southold,New York 11971 A.Nicholas Krupski Telephone(631) 765-1892 Greg Williams Fax(631)765-6641 cov w A)(,-ecdL BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD To; Southold Town Building Department QUI � lGI� 4� Re: Verification of Building Department Permit Requirement DEC 01 VV. SCTM#: ) 3� Property Owner Name: Date Sent to Bldg. Dept.: a The Office of the Board of Trustees is forwarding the above referenced application for verification of the Building Department's permitting requirements stated below: YES NO Will the proposed project require a Building Permit? Will the proposed project require a variance determination from the Zoning Board of,appeals? Will any part of this application be considered as Demolition as described under Town Code? COMMENTS: �'� .. AL-L. Signature of R wer Date NF. YORK si`ATF-.- DEPARTMENT OF ENVIRONMENTAL CONSERVA f 0N DivisiDo of Enviromjoent,4 Permits,Region I SONY a stwy Brook,50 Or&,Rcxid,Stony Bwok,NY M90 P-(631)4441-0365 1 F_0631)444,0360 October 3, 2022 RYBECKY, PHILIP 20 SECOR DR PORT WASHINGTON, NY 11050 Re: IRYBECKY PROPERTY 1065 FLEETWOOD ROAD SCTM 1000-137-4-24 GUTCHOGUE, NY DEC ID: 1-4738-03173100004 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit for the referenced activity. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions please contact us at the above address. Also enclosed is a Notice of Commencement/Completion of Construction form, and a permit sign which is to be conspicuously posted at the project site and protected from the weather. Sincerely, Laura F. Star Deputy Permit Administrator Enc. Cc: Cole Environmental DEC-13MHP 1"-'�EWYORK Deq),irtrnentol "IM M NEW VORK STATE I)EI)Ai21'Nll,N'1'01,'ENVIRONMli'N'I'AIXON`URVA'I'ION Facility DEC 11) 1-4738-03173 PERMIT Under the Environmental Conservation Law,�F Permittee and Facility Information � .__w.. _ ....___ w_... ..� .._ ..m.. ._ �... .6._ .. w. ... .. ®. .... ..... .__ �. .. .....__-... Permit Issued To: Facility: 131.111,111 RYBI C.KY RYBI CKY PROPERTY 20 S1 COR DR 1065 FLEETWOOD ROADISCTM 1000-137-4- 24 PORT WAS.IIING!'ON, NY 11050 CUTCHOGUE,NY Facility Application Contact: C01_13 ENVIRONMENTAL SERVICES 425 MONTAUK IIWY EAST QU00 U E, NY 11942-0471 (631) 369-0445 Facility Location: in SOU'1'HOLD in SUFFOLK COUNTY Village: C'utchogue Facility Principal Reference Point: NYTM-E: 713.216 NYTM-N: 4542.926 Latitude: 4100'34.8" Longitude: 72°27'52.3" Project Location: 1065 Fleetwood Rd Watercourse: East Creek Authorized Activity: Demolish the existing single-family dwelling and construct a new dwelling on the existing foundation with in addition, parch, garage, and }natio. Abandon the existing sanitary systeiii. Install a new Innovative/Advanced Onsite Wastewater Treatment System (I/A OWTS) rind stormwater drainage syste rn. Reconstruct existing retaining walls. Remove existing driveway and asphalt, install new gravel driveway. Establish native, salt-tolerant vegetation buffer. All activities authorized by this permit must be in strict conformance with the attached plans stamped approved by NYSDEC on October 3, 2022, El" w.. -w-._...� ...._._.� Permit Authorizatio... ..m._ .. .. u Tidal Wetlands- Under Article 25 I)ermit ID 1-4738-03173/00004 New Permit Effective Date: 10/3/2022 Expiration Date: 10/2/202 Page I of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03173 �... ......... .... - l�I 1 L�.�_ _.._..... _..._�_.... . ._�..�NYSDEC A , arow.��..... .�._. ................_ . .. .__.�_ ,a._..., .. ._ By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations, and all conditions included as part of this permit. Permit Administrator: LAURA F STAR, Deputy Permit Administrator Address: NYSDF''.0 Region l Headquarters SUNY @ Stony Brook150 Circle Rd Stony Brook, NY 11790 -3409 gg Autlzorizc,cl Signature: . � ���,_ .��, ��, �e®.,.. Dist€ri b �� _... .......... ..... __ .... ... ........._ ._..w �. iltlon List COLE ENVIRONMENTAL SERVICES Marine Habitat Protection LAURA F STAR Per mit Compon""ents NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the F ollowing Permits: TIDAL WETLANDS i. Conformance With Plates All activities autborized by this permit must be in strict conformance with the approved plans subinitted by the applicant or applicant's igent as part of the permit application. Such approved plans were prepared by Michael A. Macrina. last revised August 13, 2022, and stamped approved by NYSDLC on October 3, 2022. 2, Post Permit Sign The permit sign enclosed with this permit shall be postai in it coaispicuous location on the worksite and -adequately protected Cronn the weather. Page 2 of 7 Am NEW Xoom.s*nk'rl: DETARTMI"NT 01- ENVIRONMENTAL CONSERVATION Facility DEC ID I-4738-03t73 3. Notice of Commencement At least 49 hours pricer to commencement oftlic project, the permittee rind contractor shall sign and return the top portion of tllc: enclosed notification form certifying that they are fully aware of and Understand till terms and conditions of'tliis permit. Within;i0 clays of comple=tion of"project,the bottom portion of the fiorm must also be signed and returned, along with photographs of the completed work. 4. Concrete Leachate During construction. no wet or fresh concrete or leachate shall be allowed to escape: into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to eerier any wetland or waters. Only watertight or waterproof forms shrill be, used. Wet concrete shrill not be poure=d to displace:water within the forms. 5. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction ofthis project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. G. Materials Disposed at Upland Site Any demolition debris. excess construction materials, and/or excess excavated materials shrill be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized its not to re-enter any wetter body, wetland or wetland auljacent area. 7. No Disturbance to Vegetated Tidal Wetlands `I'liere shall be no disturbance to vegetated tidal wetlands or protected buffer Areas as a result ofthe permitted activities. 8. Storage of Equipment, Materials The Storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet Gom the tidal wetland boundary. 9. Seeding Disturbed Areas All areas of soil disturbance resulting firorn the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately fallowing project completion or prior to permit expiration, whichever comes first.. Cf the project site remains inactive for more than 48 fours or planting is impractical dui to the season,then the area shall be stabilized with straw 0,r hay 1111,116 or jute matting until weather conditions favor germination. til. Clean Fill Only All fill shall consist of clean sand, gravel. or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 11. Department,lurisdiction The department retains jurisdiction of all regulated lands where till has been permitted. Placement of lill shall not be used to alter the departnic iWs Tidal Wetland jurisdictional area at the project site. The area renirrins a re=gulated area subject to `ficial Wetland Land Use restrictions 0f6 NYC'RR Part 661. 12. Backlillibg All peripheral berms, coll'erdanis, rock revetments, seawalls, gabions, bulkheads or anther approved shoreline stabilization structures shall be completed prior to placement of any rill material behind such structure~. 13. Cover- Material For Footpath ('over-inateriail used for footpaths is limited to natural wood/bark chips. stone, garatvel or sand. Page 3 of 7 NEW V014K STATE DEPARTMENT OF ENVIRONMENTAL ENTAL CONSERVATION Facility DEC 11) 1-4738-03173 14. Long-tern] Plant Survival The areas shown on the plans by Michael A_ Macrina, last revised August 13,2022, shall be planted with native salt-tolerant vegetation and the permittee shall ensure a mininium of 85% survival of plantings by the end of five growing Seasons. If this goal is not met, the permit liolder s11211 rc-evaluate the. restoration project in order to determine: how to meet the mitigation goal and submit plans to be approved by the office of Marine Habitat Protection NYSDI;C Region I l leiadquarters SUNY (cv, Stony BrookJ50 Circle Rd Stony Brook. NY 11790 -3409 Ia. Install, Maintain Frosion Controls Necessary erosion control measures. i.e., straw bakes, silt fencing,etc., etre to be placed oil the downslope edge of any disturbed area. This sediment barrier is to he put in place before any disturbance of€lie ground occurs and is to be maintained in good and Functional condition until thick vegetative cover is established. 16. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project Inas been completed and the area has been stabilized. 17. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 30 linear feet landward of the tidal wetland boundary for immediate ort-site recharge:. 18- Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDI-C-approved pervious materials. 19. Authorized Innovative/Alternative Onsite Wastewater Treatment Systems (I/A OWTS) :peptic Systems This peril]it authorizes the installation of any models of I/A OWTS septic system which have received the approval orthe Suffolk County Department ofHealth Services (SCDHS). If SCDI-IS rescinds its approval of one or more of these models during the term ofthis permit, DEC will no longer approve new installations of that model. 'The list of I/A Owls systems whicli have received approval by SCDHS are foltnd ole the Siffolk County Website wider the Reclaim OLll' Wale.,- 1-l0111eawirer Seetloll at: Overview ol'Provisionally Approved Teclinologie;s. Zit. Maintenance of Installed Innovative/Alternative Onsite Wastewater Treatment Systems (IIA OWTS) The permittee must maintain, service and repair the installed I/A OWTS ill accordance with the maintenance schedule set forth in tine Suffolk County Department off lealth Serviecs (SCDIIS) permit issued for the: system. 21. Incidental Disturbance to Vegetation It is the responsibility ol-the,applicant to re needy any i1lcidC11t,1l disturbances resulting in cltuniage or removal of wetland vegetation. Opon completion ol" construction activities. any disturbed areas shall be planted with the appropriate marsh vegetation. Please contact the Bureau or Marine Habitat at (631)444-0295 for more infiormation. 22. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled ]or longer than 48 hours shall be contained by a CnntinluOLIS line of staked haybales/silt curtains (or other NYSD1iC~ approved devices) placed oto the: seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to sLIpplement these approvcd methods. Page 4 of 7 AMM dakwo NEW VORti STATE Dri AR'rMENT OF 1:NViltONMrN't'At.CONSE]tVAT1t)N 1',ad ity DEC ID 1-4738-03173 23. Precautions Against Coil tamination ofWaters 1111 neccssary lirccaiutions shall be taken to preclude contamination ofainy wetland or waterway by suspended solids. sediments, fuels, solvent's, lubricants. epoxy coatings, paints, colicrete:, letichate or any other environmentally deleterious materials cissociated with the project. 24. State Not Liable: for Damage 'The State: of New York shall in no case be liable for any damage or injury to the structure: or work herein authorized which may be causcd by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such danlag . 25. State May Order Removal or Alteration of Work 11' titure operations by the;State of New York require an alteration in the position of the structure or work herein authorized, or if,in the opinion of the Department of Environmental Conservation it shrill cause unreasonable; obstruction to the free navigation of said waters or flood flows or endanger the health, safety or we]fare of the people of the State, or cause loss or destruction of the natural resources of[lie State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards cause=d thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other ]Modification of the watercourse hereby authorized shall ]lot be completed, the owners, shall, without expense to the State, and to such extent and in such time and planner as the Department of Environmental Conservation may require. remove all or any portion of the uncompleted structure or fill and testore to its former condition the navigable and flood capacity of the watercourse. No claim shall be ]glade against the State:of New York on account of any such removal or alteration. 26. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to SUCH extent and in Such time and manner as the Department of Environ]Mental Conservation may lawfully rewire, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. ..... ...._.� ._�. GENERAL CONDITIONS - A.....��. ___... . �....� _..... .. _ PP Y o ALL Authorized Permits; 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable: flours and intervals by an authorized representative of the Department elf Cnv'iromllental Conservation (the Department) to determine whether the permittee is complying with this permit and the LCI„ Such representative may order the work suspended pursuant to CCL 71- 0301 and SADA 401(3). l'lic�perulittee shall provide=t person to accompany the Department's representative during an inspection to the pe=rmit area when requested by the Department. A copy ol'this pertnit, including all r6crenced ]leaps, drawings and special conditions, must be available for inspection by the Department eft all Bales tit the project site or facility, Failure to produce a Copy of the permit upon request by a Department representative is a violation of'this permit. Page 5 of 7 AM NEW YORK STAIT,Vri'AR,rmE'NT OF ENVIRONMENTAL CONSERVATION Facility DEC 11) 1-4738-03173 Z. Relationship of this Permit to Other Department Orders .Ind Determinations Unless expressly provided lJor by the, Depart€tlent� issuance of this permit (toes not modify, supersede or rescind any order or determination previously issued by the. Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications err Transfers The permittee must submit a separate written tippl€cation to iltc Departmeill for permit renewal, modification or transfer of tltis permit. Such.applieation must include any forms or supplemental information the Department requires, Any renewal, modification or transfer granted by the Department must be in writing. Submissio€t of applications ror permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region I Headquarters SLAY (q), Stony 13rookJ50 Circle Rd Stony Brook, NY 11790-3409 d. Submission of Renewal Application 'rhe permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. I;. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exerciseall available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions ol'the per.ntit; c. exceeding the scope of the: project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable- law or regulations since the issuance of the existing permit; e. noncompliance with previously issue(-[ permit conditions, orders ol'the commissioner, any provisions of the l?nvironniental Conservation 1,aw or regulations of the Department relined to tile: pernlitled activity. 6. Permit Transfer Permits arc transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be: si.ibrnitted prior to actual transfer of ownershi P. Page 6 of 7 NEW YORK STAT[; DEPARTMi;NT OF rNVIRONMENTAL CONST![IVATION Facilio, DEC 117 1-4738-03173 wN(3'I`1FICA.. QF .m.�........ .... ......... S OTHER PERMITTEE OBLIGATIONS �... Item A: Permittee Accepts Legal Responsibility and Agrees to indemnification The perntitte4, excepting stag or Federal agencies,expressly agrees to indemnify and hold harmless lite Department of Unvironmental Conservation of the State orNew York, its representatives, employees, andagents ("DE`C") Cor all claims, snits, actions, and damages, to tine extent attributable to the permitte&s acts or omissions in connection with the permittee's undertaking of activities to connection with, or operation and maintenance of, the Facility or Facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. '['his indemniticationsioes not extend to arty churns, suits, actions, or damages to the extent attributable to DEC's own negligent or intentionpl acts or,omissions, or to any clairrrs, suits, or actions naming the DFV and arisdng under Article 78 of the New Fork Civil Practice Laws and Mules orany ny citizen suit or civil rights provision under federal or state laws. Item B.- Perthittee's Contractors to Comply with :Permit The permittee is responsible for informing its independent contractors, employees, agents andassigns of their responsibility to comply with this permit, including all special conditions while acting as the per nittet;"s agent with respect to the permitted activities, and such persons shal I he subject to the same sanctions For violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits 'fhc permittee is responsible for obtaining any other permits, approvals, lands. easements and rights-of- way ights-cfway that may be required to carry out the activities that are authorized by this permit, Item D: No Right to Trespass or Interfere with Riparian Fights This permit does not convey to the permittee any right to trespass upon tine lands or interfere with the riparian rights of others in order to perform the permitted work nor docs it authorize the innpairment of any rights, lith:, or interest in real or personal property held or vested in a person not a party to the permit. Paige 7 of 7 Cl) O © MCC tr0w as a C coCL � .O C d3 N � Z ! ZO •� u � r- W o o Ln o w Ir C CO += cl) �-. Q N O ua U `'- = U) a a M LU co � ,o v � J _ ._ !; o O 'p� °4-0 o a� o c� Lm > L � � a N c ,0 u>C: a O m 0 V MEN=Lij C.' An o Q. a � a O o u _ o OC C Ln 0�a .!= c 4-f > W O. 0 •� C U U)O W sN IL o >z U y- .w O Q a O +O 'N L- 4- N C a N QE c� E U) .� L L a caa„ � � asca CL O N d o U a '� c N 0 ❑ Ix z E U Q. caCL w NOTICE OF COMMg_NQEMENT OF 9 STRUCTION RETURN THIS FORM TO:COMPLIANCE Or Fax to: 631-444-0272 Marine Habitat Protection-NYSDEC E-Mail: dec.sm.R1MHP-BEH@dec.ny.gov SUNY at Stony Brook 50 Circle Road Stony Brook, NY 11790-3409 PERMIT NUMBER: EXPIRATION DATE: PERMITTEE NAME&PROJECT ADDRESS: CONTRACTOR NAME&ADDRESS: TELEPHONE: Dear DEC: Pursuant to the special conditions of the referenced permit„you are hereby notified that the authorized activity shall commence on . We certify that we have read the referenced permit and approved plans and fully understand the authorized project and all permit.conditions.We have inspected the project site and,can complete the project as described in the permit and as depicted on the approved plans. We can do so in full compliance with all plan notes and permit conditions.The permit, permit sign,and approved plans will be available at the site for inspection to accordance with General Condition No. f'. (Both signatures required) PERMITTEE: DATE CONTRACTOR: DATE THIS NOTICE MUST BE SENT TO THE ABOVE ADDRESS AT LEAST TWO DAYS PRIOR TO COMMENCEMENT OF THE PROJECT AND/OR ANY ASSOCIATED ACTIVITIES. FAILURE TO RETURN THIS NOTICE, POST THE PERMIT SIGN, OR HAVE THE PERMIT AND APPROVED PLANS AVAILABLE AT THE WORK SITE FOR THE DURATION OF THE PROJECT MAY SUBJECT THE PERMITTEE AND/OR CONTRACTOR TO APPLICABLE SANCTIONS AND PENALTIES FOR NON-COMPLIANCE WITH PERMIT CONDITIONS. ut alona this line X X X X NOTICE OCOMPLETI F C wNST CTION RETURN THIS FORM TO:COMPLIANCE Or Fax to: 631-444-0272 Marine Habitat Protection-NYSDEC E-Mail: dec.sm.R1MHP-BEH@dec.ny.gov 50 Circle Road Stony Brook, NY 11790-3409 PERMIT NUMBER: EXPIRATION DATE: PERMITTEE NAME&PROJECT ADDRESS: CONTRACTOR NAME&ADDRESS: TELEPHONE: Pursuant to special conditions of the referenced permit,you are hereby notified that the authorized activity was completed on We have fully complied with the terms and conditions of the permit and approved plans. (Both signatures required) PERMITTEE: DATE CONTRACTOR: DATE THIS NOTICE, WITH PHOTOGRAPHS OF THE COMPLETED WORK AND/OR A COMPLETED SURVEY,AS APPROPRIATE, MUST BE SENT TO THE ABOVE ADDRESS WITHIN 30 DAYS OF COMPLETION OF THE PROJECT. N"� wCOs ¢� p .CD r- a cr EL OID is N h w e Lu LL ro� N N g � WLL LL gg N U 3 I P V V g 9 SZ W pq fl, ao C P C cc ul uj w w ' •` r o �s Lu ,„� PITZ 14� `A oiln 6 �p 4 v fill �r141 P of ex, � coop Mo '� �"� & ward c e C %ffi � g v a 5z;, uj � oil—i ` p O CL 2 y' p mm ii a` gy ,$�q[CIy� p1 . O .�$� • b w� � b E IOPYF RYL"//.iy �m Ai.l O Z wg !! � ° w m U. O= 8 cm II 0 � r I �rp Xm C oP o AM r m w + z0 r m Mr V ---------- ---------- -- _____ r INV.EL.12.73. _ ..L......._ OR HIGHER 0*v'Z V - ` =I C_ 0 Ct CR 8 ®_ w m TX n m INV.EL.12b2' — Np wO na. x0G1oA m 00 vDDNvoo �wD« g AoO.� OA �n� O Z Z�mo z OZZ z02r cp m O (7 zm C� <41 AZT mOmO� m z ��am� 2 R1�1 c + c0rMr <7owzz z O n nw m>y=Tm M. m0°!�" Z �omc w mvmi� zozo C) D v vC 1 C'' � ODzwz OFTANK I mav�BOTTOM z-nPx A m a, =30D� o� v mZT�z EL.7.44' roa" oz FSgzmo g0°zm m� rw-KZ TCC iiROUN'C�'uWATER � z .*z *r g< z 4 D p C m $z A�a mpz?Z D z� mxz ► ,O zOODyw v INV.EL.12.35 O z Z`0i OZ OZx vOS .o10 mD zSv�c O !O w r 01-*0-, INV.EL.12.13' xto w=J z [n fn BOTTOM OF BOX EL.11.8' m m_ p�m0 V s M cn INV.EL.11.96' F w�Or-wi �� OOzx p rN}CD n I O�Om a1N� 'r0lfma G Q V r ? 90 m N O N m G 9 w O 0 :3 < m p � CL D x m w .p 0 y zN e !Z (Q m N =rm O INV.EL.11.83' 77b' C O �..��.� L�Y'Wt�F43C.] S Q s � O EL (D u CL Z BOTTOM OF .................... __ (tr MM.,u^nwc) D GALLEY EL.10.16' I z 1 O cn 4 z3: mCD .^r. -� cm A nm 0 v� -4 m (n a X (<A �0 h (D e A 3 � b O 0 k c ci MINx � I C4 r Ww d i u u � z 0 � n Generated by REScheck-Web Software Compliance Certificate Project Rybecky Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area., 1,940 ft2 Glazing Area 16% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1065 Fleetwood Road Phil and Debra Rybecky Michael Macrina Architect, p.c. Southold, NY 1065 Fleetwood Road 21 Main Street Southold, NY Stony Brook, NY 11790 631-686-6585 Compliance: 12.9%Better Than Code Maximum UA: 536 Your UA: 467 Maximum SHGC: 0.40 Your SHGC: 0.26 The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab...on-grade tiradeoffl are no loinger considered in ttie UA or 1peffoini nairice comlj:)lIvairuce patt° in lRIESchea.l. IEadhu salb-ongrad 7 a� �>a�u�nlLl lin I:IIne a;pcanlifua:rd c16urrnp.ai:r^zone irnausi:irrn�*..et i::lhe irralinuirrraurna enrg7 code nn°n$:Wa.unatu4:ron"n R.-value avid deIpth ueqanireirnaara9:s. E ve o e Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly or Perimeter Ceiling: Cathedral Ceiling 1,983 42.0 0.0 0.025 0.026 50 52 Second Floor Wall: Wood Frame, 16"o.c. 2,112 27.0 0.0 0.051 0.060 95 112 sliding Door: Glass Door(over 50%glazing) 36 0.310 0.320 11 12 SHGC: 0.23 Awning Window:Wood Frame 13 0.280 0.320 4 4 SHGC: 0.23 Double Hung Window:Wood Frame 196 0.300 0.320 59 63 SHGC: 0.27 First Floor Wall:Wood Frame, 16"D.C. 1,656 27.0 0.0 0.051 0.060 68 80 Solid Door: Solid Door(under 50%glazing) 21 0.310 0.320 7 7 Glass Door: Glass Door(over 50%glazing) 99 0.310 0.320 31 32 SHGC: 0.23 Double Hung Window: Wood Frame 194 0.300 0.320 58 62 SHGC: 0.27 Awning Window:Wood Frame 4 0.280 0.320 1 1 SHGC: 0.23 Casement Window:Wood Frame 3 0.280 0.320 1 1 SHGC: 0.24 Project Title: Rybecky Report date: 09/18/23 Data filename: Page 1 of10 a r Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Cellar Wall:Solid Concrete or Masonry Wall height:8.8' 1,610 21.0 0.0 0.042 0.059 65 92 Depth below grade: 8.0' Insulation depth: 8.8' Sliding Door: Glass Door(over 50%glazing) 23 0.310 0.320 7 7 SHGC: 0.23 Double Hung Window:Wood Frame 33 0.300 0.320 10 11 SHGC: 0.27 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been d ned to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requiremp,pts st d,in the REScheck Inspection Checklist. � 4 r� r Name-Title Signature ut Date Ica Or Project Title: Rybecky Report date: 09/18/23 Data filename: Page 2 of10 s REScheck Software Version : REScheck-Web Inspection Checklist s Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions g ,, �sA„ ........,� ... e.. . 103.1, Construction ..w_. � v 5 & Itq 113 drawings and ❑Complies 103.2 documentation demonstrate ':F-]Does Not [PR111 energy code compliance for the ❑Not Observable building envelope.Thermal ❑Not Applicable envelope represented on construction documents. 103.1, ;Construction drawings and ” ° "'❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate ` ;compliance with the IECC Commercial Provisions. He atin 403.7 is per ACCA Manual S based Heating and cooling equipmentis Btuu/hrg Btuu/hrg ❑Doe sNot Com lies [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Rybecky Report date: 09/18/23 Data filename: Page 3 of10 section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions 4 d basement wall R_ R- _ ❑complies:.., See �Assemblies Conditioned ee the Envelope Assemblies [F04]1 insulation R-value.Where interiorR_ R_ ❑Does Not table for values. insulation is used, verification !❑Not Observable may need to occur during Insulation Inspection. Not ❑Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 Conditioned basement wall ❑Complies [FO5]1 insulation installed per ❑Does Not j manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.9 Conditioned basement wall ft ft ❑Complies See the Envelope Assemblies [F06]1 t insulation depth of burial or ❑Does Not table for values. distance from top of wall. ❑Not Observable j '❑Not Applicable _ ...._. __ ...... 303.2.1 ,Arotective covering overing is installed '❑Complies [F011]2 oto protect exposed exterior UDoes Not insulation and extends a t� minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 403.9 ;Snow-and ice-melting system ❑Complies [F012]� controls installed. ❑Does Not JDNot Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Rybecky Report date: 09/18/23 Data filename: Page 4 of 10 Section Plans Verified Field Verified # Framing / Rough-In Inspection Value Value Complies? Comments/Assumptions 402.1. o - - U- ❑ mplies See the Envelope Assemblies & Re ID rP U_ 1, Door U-factor, [� p 402.3.4 Does Not table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies '402.3.1, average). ?❑Does Not table for values. 402.3.3, ;❑Not Observable 402.5 ❑Not Applicable [FR2]1 PP n j 303.1.3 U-factors of fenestration products `'❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable ;taken from the default table. ❑Not Applicable ......... ...._..�. ,�U�,o� ,s ,,ti, � �. �����.. ........ 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not 1 ;instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting t, ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ° or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 'IC-rated recessed lighting fixtures; ❑Complies �[FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm ❑Not Observable leakage at 75 Pa. j ';❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies [FR12]1 'insulated >= R-8 where duct is „ ❑Does Not >= 3 inches in diameter and >_ ' !R-6 where < 3 inches. Supply and` ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for =' diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. 403.3.2 Ducts, air handlers and filter ❑Complies [FR13]1 boxes are sealed with ❑Does Not joints/seams compliant with , ❑Not Observable A International Mechanical Code or ' ❑Not licable ',International Residential Code, as j PP applicable. ,. ❑Com lies 403.3.5 Building cavities are not used as P [FR15]� ducts or plenums. ^❑Does Not s❑Not Observable 3 ' ❑Not Applicable 403.4 HVAC piping conveying fluids R R- ,❑Complies [FR17]2 above 105 °F or chilled fluids ❑Does Not below 55 °F are insulated to>_R- ❑Not Observable 3' �❑Not Applicable 403.4.1 Protection of insulation on HVAC `., �„ ❑Complies [FR24]1 piping. ❑Does Not y, ❑Not Observable ,,❑Not Applicable [_6'3. v.. ❑Does 403.83 >R 3 ater pipes are insulated to R- R- ❑Complies Not o ❑Not Observable , ❑Not Applicable E 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Rybecky Report date: 09/18/23 Data filename: Page 5 of 10 Section plans Verified Field Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions 'C 3nfi a..Automatic or raw dam _ ElComplies &Re 11) gravity dampers are CRI9. installed on all outdoor air Does Not intakes and exhausts. ❑Not Observable '❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Rybecky Report date: 09/18/23 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions ._ &Re�.ID �.p.� M». _ .., .. . _..... o awa .m. _.... �..... 3031 All installed insulation is labeled 40Complies (IN 1,312 or the installed R-values ❑Does Not provided. ❑Not Observable Ak :❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a R p R '❑Corry lies See the Envelope Assemblies 402.2.5, mass wall with at least' of the ❑ Wood ❑ Wood ;❑Does Not ¢table for values. 402.2.6 !wall insulation on the wall ;❑ Mass ❑ Mass ;❑Not Observable [IN3]1 exterior,the exterior insulation E] Steel E] Steel ❑Not Applicable requirement applies(FR10). r 303.2 ;Wall insulation is installed per „, <❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable , ❑Not Applicable ------------ Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Rybecky Report date: 09/18/23 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions 02..1.1�� Ceiling insulation R- a � R ❑Dom No See the Envelope Assemblies valu . . e. R- R- ❑C �p �See 402.2.1, ❑ Wood ❑ Wood oetable for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 ❑Not Applicable [Fill 303.1.1.1, ',Ceiling insulation installed per ❑Complies 303.2manufacturer's instructions. ❑Does Not [FI2]1 jBlown insulation marked every ❑Not Observable 300 ft:!. ❑Not Applicable 402.2....; .3 'Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent „° ;,"❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable 1 ❑Not Applicable 402.2.4 lAttic access hatch and door R- R E]Complies insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable r ❑Not Applicable [F1117]i.1 2 ,ach inror test @ Cl mate Zones 0f 1-2, and , ACH 50 ACH 50 = ❑Do splies Not <=3 ach in Climate Zones 3-8, j❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [F127]i determine air leakage with ft� ft2 ❑Does Not either: Rough-in test:Total ❑Not Observable leakage measured with a pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test: Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [F1411 cfm/100 ft2 across the system or ft2 ft2 '�❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough-in .❑Not Applicable 'tests, verification may need to occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated '[,Complies i [FI24]1 by manufacturer at<=2%of "M❑Does Not design air flow. ❑Not Observable ` ❑Not Applicable 403.1.1' — � _ Programmable thermostats _ ;❑Complies [F19]2 installed for control of primary , " '❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed `" ; Complies [F110]2 on heat pumps. '❑Does Not " ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot waterY` ", CICam,plles s [FI11]2systems have automatic or „ ;. ❑Does Not ,accessible manual controls. � ❑Not Observable ,❑Not Applicable 1 High Impact (Tier 1) 2, Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Rybecky Report date: 09/18/23 Data filename: Page 8 of 10 Section 7PI..ans Verified Field Verified # Final Inspection ProvisionsValue Value Complies? Comments/Assumptions & Rec3 ID _ „wArs 403.6.1 All mechanical ventilations system �� � ... m,. _...... y ®Complies [FI25]2 fans not part of tested and listed ',❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. °❑Not Applicable 403.2 Hot water boilers supplying heat ”-'❑Complies [FI26]2 'through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water 1 ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ' :❑Complies [FI28]2 have a circulation pump.The `" ❑Does Not system return pipe is a dedicated : ❑Not Observable return pipe or a cold water supply pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. ` " 403.5.1.2 Electric heat trace systems ❑Complies [FI29] comply with IEEE 515.1 or UL ❑Does Not X515.Controls automatically ,.❑Not Observable adjust the energy input to the heat tracing to maintain the ❑Not Applicable desired water temperature in the ;piping' ,m�C lies 403.5.2 �Demand recirculation water ��� ����� � � � ;� om p [FI30]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the -]Not Observable water entering the cold water ' ❑Not Applicable pipings to <= 100F. 403.5.4 Drain water heat recovery units ❑Complies [FI31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side ' ❑Not Observable ; pressure loss of drain water heat recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 4.1 "90%or more of permanentCom liP i . es I [FI6]1 'fixtures have high efficacy lamps ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light '❑Does Not �i❑Not Observable �>❑Not Applicable 401.� `Compliance certificate posted. �< � �, "❑Comlies P [FI7] ❑Does Not ' ❑Not Observable r❑Not Applicable t g p iMedium Impact(Tier 2) 3 Low Impact(Tier 3) 1 Hi h Im act(Tier 1) 2 Project Title: Rybecky Report date: 09/18/23 Data filename: Page 9 of10 Section Plans V'eYrifieeld Verified Final Inspection Provisions ValueTdFi Value Complies omments/iAssumptions do .11 _ . � 'om lles..__.. .. ...e� M 303,3 mechaanica . _ .. . manuals for p (F118); and water heating ,, ' ;CJDoes Not systems have been provided. photbseruabie ®Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium linpact(Tler 2) 3 Low Impact(Tier 3) Project Title: Rybecky Report date: 09/18/23 Data filename: Page 10 of10 4 C2018 IECC E,nerg�y Effidency Certificate �(j ® . Above-Grade Wall 27.00 Below-Grade Wall 21.00 Floor 0.00 Ceiling / Roof 42.00 Ductwork (unconditioned spaces): MENEWEE= Window 0.30 0.27 Door 0.31 0.23 Heating System: Cooling System: Water Neater. Name: Date. Comments W/DOUBLE SIDED SWEEP 3 NOT SUBJECT TO VEHICULAR TRAFFIC i 9 SING[ E FAMILY' RF--�sl[DENC,E. ONLY �i DATE 7/27123 R-22�-04 1 w, APP ROVE EXPIRESTI-IREE EARS FROM DATE OF APPRONVAL y a qq .'i �A ...� " 1 � "' ».. �d� � w�f � f cl ,��.a 9 f H ' g ryry 1.��.'?,R. i� t 1�,.I JI I ,V N.��I��,. � I and�� haw��b� ai��.,I�..���u�k r��... �� ��„I'��� ,y�i) ��!K"�' !��'�d`�ad 9��'e M..w)� T��o."s;a� .�?,,.,�. I C i �G PROJECT: �...... No. Description.. ......,_, Description Date..:.:.:_... Innovative and Alternative Onsite Wastewater Treatment System . (l/A OWTS) Fleetwood Rd. studio a/b architects 651 West Main Street, ` Riverhead, NY 11901 631 5912402 631 323 1426 ` glynis@studioabarchitects.com mailing address: PO Box 444w. Orient NY 11957 Phil & Debra ISA OWTSay out Rybecky .......Project number.....................-. ....,.................... _.............,...............�.__.....__ ZZZo2 Date - 3/2112022 < Property Tax Map#: Drawn by GB 1000-137.00-04.00-024.000 .... . .................. _ c Checked byHA .....:... site street address: n ^ A c L-dSy,�„q wN (uaamlaq weds uado%0p ane411 M Aayl BOuls papnpxa aae sauols 6ulddals) �s (a ps sn.l..d a aq PIM 11 asneaaq papnpxa sl AemanuP) ----. •=.o�S _ �� ��I�}a�7�1e� �F- �,..,.a�P �!e}aQ aoua�}I!S e.n.ro Iswva0 P+1wn %B6L '1's S4EE ab—calelol w®.ssc ml s.a.a m..sme %0"E Ts ELSi. sas€Olias. aml n w"O`moi"coc o'"1O1a.s' %Z'E -Cs L45 :3ea. �d` m� x�wv•.�mv ..m...raea m..x.oue wn Ia %B'0 `l's 9ZL -- yOAod luoy m�m.r m. ��vh d ._. mmrx n��umr ."v.�moi.. m.sa r ii vx+i. n I 00 ew..sss mm.P.ne...e.�e..mewl w&l __.. s u.iea !. 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PSA,e.,Q.v .o,.ew.,wPmuz..nueizi sPu Ba of Piempuel '... _ �m�. ��. �.,R VIWI.I.NVNW tea=./` 1 E' t ::sv ., = us_.* uee,rm.rl.eol�mll muzzrly mslr _ Po. SNOI1VlnON030Va3A00101 5cd _. .1.�....a„ wmyltlPu•mrsm ---_ 4 }` r,. I!619a pa (]!601 1 uas Ne..0 I.W.I nev mraz.ly morn ww.ul. ,.aum.z z.•e.1a.•wa nP ue Wq.ul I I u mez zs a.PAa m uoe ne.a>»•ua. g _ w0 6[l,AN­­s .ena uWW la _ -. � (ONtll tl3LtlMa30Nn)(a33aO S3N39n3) �'.v.� �.. —.0'l x•wetrl.11 • umi� P ae: `*a'. m I a I+w.INP=M I.ue)Iuel4ulP., �.Pn. Ilel.nroea,a.u.a..agNaos u..l s ate'+=w •1.111¢).¢�a aa: 1 Law aw ea: : ddO-Nna AVMaMAa ddO-Nnm JOON 3snOH pz-�.. � O a•aL .P.....,w.P.. =SNICIEV�f}0-Pdo J30-Nmi 1..,�.es, P.P., SNOIl` inoiyo JNINOZ .� 2�31`dM W2i01S I Solid Cover(Traffic Bear'g) Grade ZONING CALCULATIONS:. STORM WATER 4'de, - 1 mp""n"r'"'" ST.7R"35, .Am. 1T min p deeded lot area(to tie line)=25,205 of(O.,SB acres) Sawa,PiPo ,� TrtreOVc Bearg Dome RUN-OFF CALCULATIONS: oldmd at � landward to wetlands=16,854 at 0.30 acres) 1/8"per fool u r/ ) m Zone R-40(non conforming loq „yo minimum .000 (, ) Rainfall ) landscape a _ .. d' 7 Psi Collar Reinforced •Runoff Factor-N- J'-._4 ono Rings(lyp) •Setb cks a P • Rainfall off Factor 1T1 U n (,17' Wrap d P ell with 6 __•, �..(°�• *d7' min..Collar front 41 d it(oft M i���-^v' HOUSE ROOF RUN-OFF: DRIVEWAY RUN-OFF: a �"`°" k I side(m50)fl(15 f as per sect.280-124(8)) •Roof Area 2,285 sf Driveway Area=1,410 of a .,,. <X Backfill w/Clean M a e r i n a dX f*avlbron+Adap,.w.roSO •Volume Required= a h e Sand 8 Gravel ✓✓✓ rear=50 =35 t •Volume Required- (rainfall)(area)(run-off factor) " ti EAST CREEK res 50 R A rc til i to ct r 24 mo-n. & T'rodaN lo[coveragea ddweard fo wvuN'mr9cNs ramfall area run-off factor .17'x 1.4 10 sf x 1.0=240 cuIL.. L. .. .m,,. J -=---- (- -"--1 ( )( ) ) ••• - - -- - • 21 Main Street Stony Brook NV 11790 1T x 2,441 sl x 1 0 415 cu ft.. .Drywall Requ red= (EUGENES CREEK) (UNDERWATER LAND) 20% allowed •Drywall Required B it dia"Drywall Ring=42,24 cu,fL per foot of height Ground Water U y 16,054 sf x 20% 3 371 sf B rl.dia,.Drywall Ring 42,24 cu If per foot of height 240 cu.R.142 24 cu.R.per foot or height=5-711 T I Ca I D v el I Detail I l °N',7 mm /,✓ (max,allowed total coverage) phone,h ne, 631 686-6585 415 cu R,14224-A. per fool of height=9,0 ft, ^ ®d "P lax, 631 686 6786 •Provide: rv.b5°vr°.ccaapl ovInihoast �R" - - email. MMacr ria@MMArch ledAlAcom •Provide: (1)0 f(dia,x BR tall drywall ringlow#4) P. L TMlu ,uo- ,,,.. 9 ",p r.:,,;r TIE LINE 88 2� /- \ LOT COVERAGE CALCULATIONS, m.Fb•P MMArchilectAlAtom 1)B ft dia„x BR fall drywall dos DW 113 under ddvewa ^.. 5 o-f t % ,•. landward= to54SF)wetlands �a * p oma^ I e t •�.I r° 5 -1 (2)B ft dia,x 2R tall tlrywell dogs(DW#1&#2)rear yard 5 Wisrw y Laron R ° 4K NIX ( 9 ( ) Y t a.RapB p " area—16,854 SF Law m 71'6,�„'" ;' ,f / Na xxmp EXISTING PROPOSED TOTAL ,N .m ° ro m,°' ° aiu ` aca�za 'Aw •--- Faro l r� R✓ � l ..... .. tpsoldayaf, ,�...,..., n ;,d 11 //qn ,f)4d� egypdFn" _ is to 4 Jo"4�d HOUSE 1,154 SF 361 SF 1,515 SF Madot TAX 1 t S � ... .L t --dp flffl ,' "W, Area f1wnn who. e hai tun ward of the rid line ..��, n, `"�"'61k1&amm� nd',N.B •�Y �� � v _. .. Drawing Status d j EpsBw a 14a1wd - / GARAGE 644 SF 644 SF N. wDtl wrAfW 1P4"I Mtifloq p I' �J'• �,. ��,,.,�, ••�,r w^ e . —siblit •meboy a)U tie n q>k PG ,. ,w, ��B„, Los of w•Bmaa o Ir l `o _ 1... an,wde B boy dz9 — .". r mlav u zone propos deaendenov toe buffo"`ash 7 �e Bath �m stan m a at ,� FRONT e 0 courses COVERED 126 SF 126 SF i PORCH a x r F Nra,dW4 d �.� YPialwhereshown ' . Wind WCaS w � � -- PERMIT SET -set42•dao wM,deadmen v V"I: with pink hatch y,,."..,.. ^, ''I IN ,,,,,,,,,,,� .,,..m......... .-....... ...........,,,- ........... 1 � PPed to drywall ifl �"'"titi Xa "u S` $ P P •' un rndu Wnm ring, &STEPS 409 SF 138 SF 547 SF spaced a[$'"0"oc max, ._. �., w .. � WOOD DECK wrw+a »•` .:,,. rg�Furyd eWa'v _... 41 DR TO Nr _ 6 Wx wGl 5. y 4a 1 fi a aw/Mfdro,' d as Jx1Dm ASA mND do SIDE DECK 50 SF MINUS 0 SF _ ) V 1M Wed &STEPS Mn`'T dw EkD U �M'5� axrs,unft w od rvoNmanr wuraB•-.."„4orra)" a ry; 50 SF I Dams:: y tp { to be Mnd 14coa qrN lG'%a wwd ,,. ' ",,,.roswarr�wawa rrrpmlmdrag ore PAVILION... 0 SF O SF D r.. .:. . due to�dracnM tRaw ;w d7k!W'.•- j ,.. uanlar o tutu srmn dMavtN4r�we ! to tis lmWraced m klsld,m pYwL,. �,4q tl&0 EtMW� wa4ax win.. : —. OVER EX. snere3 Issuedl maangfadaa wa,- mpg oa 1Mwa Nx nowwn"auwro �;r,w, „ / o,,,,, (' F 0 , 4 ® ,,.•, am k m N 1mu 1. M w w to twNW DECK P ta6t ram R1 c wnan ar e q qrD _ 4Iq IVV unon.nDf+vro. gd 4aallu rlwa'ba� `".- -..,,w, '.. 7" r^P" ,' X' i 'l '::f 9aama us4tlsrwf . .... """poop gniMWang Alt-od l T w4th Nrddlvtl , .,.,,_,,,, 4,'?" J,1", a J y"w7,ow x6 p<� �+C� q �,p",y„y y 5' r"Iwn ado� ". a 5 OUTDOOR 0 SF 0 SF 10/19/23 Add Flood Zone on Site Plan,. xI epa4hxc rrI (1mit of 0 125 sf) OVER I grading Existing KITCHEN Proposed a 1rT Ded',, p�D ttlD "/, _ ,.. x -' z w --._ '"" (10.12 ranomg/Erosion Control oa m' �, OVER EX. BXif4tuv q t1PrwrrxMrMM 'J' AW £A... ;s* ' N e d v, along these limns WP 4"` n°�m�a�a"vu'I° �� � ^ ,.� Rear Retaining DECK _. W+��t� Retaining, "�"� ^�� Wall Detail 3Aa•-,"-o- "w...,, ., / »A/„,4^rd ttv 5eprpr, sre wr ^ Y r/ ? ��` r,°^ Wall Section Frame Dwell s096f x « E%� -Story / Val EOTALS� 1,613 7SFrl,219 SF �;83�2F / k TwoPropose dt s ,, / 1/4 _7._o.. 9.6 Dwelling d cNPdms wr k" g Prof••PNC Y•1 °"' MMAlnvfl ��is`tingr un .,,,,,. _ _...... I " AMMO' w 7r '}f wH,raND,INf ua4: uwhuw ,� pNx7safd 100ub137 water4 23 (e Ig) ,� FFE 'd7,7 ' ,�..' 1M,4 mfNr Immo- . T" u's'IUT1 Naeln ymNdNpM mfwwiw'v 48TY7 wood retaining No. Date Descr ption 945 Fleetwood Road 6-9 by „ a, a _ . ,w,ap, �Mlp r 11J B9ri oundru r . nod om•rm - I 1�o "' , ^ ,... o-la (5 PROPOSED NON-TURF BUFFER WITH NATIVE, � i d rearm wuAdra:,w0"'r D NON-FERTILIZER DEPENDENT VEGETATION TO +Id."1d7Y ro 0 t e � cking 443'"W1piW r11VI Project: Framed <3xNw t" SITE PLAN LEGEND: BE PLANTED WITH THE FOLLOWING SPECIES: ,v '� P AMa � •1a xB) NN=B'•0 Proposed JUNCOS GERARDI-SALTMARSH RUSH possible leco8on d4N hwWtMpw,x- * ^ 35/ 1A ,, �, EFE>1rJ D. b - e:am oto Im,o p i.7f. 1dpdWCalmN Property Line indicates na ==F 1 % xwdmberm r aw, kL Residence SOLIDAGO SEMPERVIRENS-SEASIDE GOLDENROD *�« PANICUM VERGATUM-SWITCH GRASS �wNaryP "+P � BMWd SCHIZACHVRIUM SCOPARIUM-LITTLE BLUE, "o "r,„ f ' rtiDb /' "'prop gAanavx} Proposed Ir,.i r- ,.,� "' "" "��'•" 'w % mow, Rear Retainin SPARTINA TUBERIFOLIA BUTTERFLY CORDGRASS xd '"�^A, RIun'"kB IXC ,�1v ed MWRw (1 Indicates Feriae - ASCLEPIAS TUBEROSA-BUTTERFLY WEED VACCINIUOM AINGUSTIFOLIUM ALOWBUSH BLUEBERRY ASTER /X XT `' 4 - Pxvbup Grevd�TM.,,"' r� �„m4/i pmt Wall Section Ind sales Proposes swcture er� )° '"». peer Mnwr VRroafa w DrNe•ray " ,f qn2a'. Dwelling -- EL BUSH rv � ^� e d" /' public Water 'I/4..- d,_O.. Pro(solid cover below grade) DW iI .,^� '\, 100-137-4-26 Phil..... BACCHARIS HALMIFOLIA-GROUNDS wwwm. , 1145 Fleetwood Road Prof rywel r a Nae Proposed Debra ~. PSD Nf (open grate[0 Sade) • A a Ipw*mrorlxNnh"w. 1m Drrwe�wx1mllNgp cxwf�.ladddX4 m'.m erliD,n DdY yay' TEST HOLE DATA: Proposed poolba�kwaehdrywell (� +.� ws.Arc:?x w 1Na Re nWdns10.0 anmunid wmrn -- �'"� �V .. � 'N"'\ "^M, `'"^•.,,, (solid cover below gads) aYgA4aa b V X tiNblb IDGadlen Vdv w4rA^u11om TEST HOLE DUG BY McDONALD GEOSCIENCE .- "hw `'s. ",« y Vraa. 7, ON MAY 19.2020 Lb W Protect Limiting Fence B Silt Fence "'--�--�•�'M—m-- 1065 Fleetwood Road wuwr RE FENIE os-uix FENce PosT IW """, � •,""`� •, �, — a, Southold,NY uN uxx e•uESH�Aexc) ""~ \., "* ".,,�^�,•�1 4q"' 'k^� ,r TG, TPP of Grate MITH i1LrR FEN.own . '^w {'w OW'A 0,5 DARK BROWN LOAM(OL) D „7`* \ HAr gAta rzPowad remxrwaP.pN 9kY NoioR 0'5' TW lop of Wall Jurisdiction SEE XMNY1N Mti.DETAIL ' pPmoadmxNm m1.lmax aft' SILTY SAND(sM) law Bdpmio"w'wa Town of Southold uix rwmovm�q Na plwnlNNaY trees o—� ,. CA TEMPORARY EROSION CONTROL MEASURES Pro osed Site Plan 25 d 4DWwrtElwmtlDu Suffolk Count .,, y �-r ,y„ THE 4LT SCREEN AND CDNSIPUCRON FENCE Is PROPOSD)TD ACT PALE BROWN FINE SAND(SP) L.D, Leader Oro '" •• CLEARLY MOBLE BARRIER WRING DcAVATION AND COHSTRUCR011, 1"=20' P TNIS "' Ns wPLCTceE al TSN sir f ft INA THIS AIS A ON ARCHITECTURAL HITECTU A FROM A N W d„ wA FERE SANE(SP R IN PALE OWN Indicates Electric Service Top of Drywall Checked yay: 'IN"�"y' t A Axe a FlNTTEG GROUND All ExCCAvi 010 Is caDraln SECTION BY: TV °o•c xorFx t� A•MERncAL FACE north LisaUMcOu IkenELand Surveying Proposed NYS DEC Lot Coverage^ 1C8�CS � lnakmtoxwBdor -- +"dw+SN-w uwt aexinti (MN tW,3a ARMY,rzrRx Hprir& 9 Job No �° ESTI mAaxc) 27 last on dated:iJune 4N2020730 P _ Indicates Direct G d Pnc�•w� w®,w-,._:m,.�... M A.M. ��� 4����� RE EMBEDDING DETAIL P 213004: a( lot area landward of wetlands =16,654 sf Indicates Existing Spat Elevation el STAKE Pam"A4d 9 0 Ana'wYRSi r�w dSmA T 16,854 sf x 20% 9 =3,371 sf max allowed coverage o ndi ales Proposed Spot Elevaaen eI3Sheet Title A7 AW E '.; i •:wRx This site plan was approved by description area /lot coverage Site Plan the Town of Southold Trustees Indicates Slacked Stone Retaining Wall P RSPEC (dated 2/10/23)and NYS DEC. house 1,515 sf 9.0 attached arae 644 s f 3.8 / WWE.Mad aYf4 L HAr BAFS 9 9 9,0 E TIVE VIEW """"""" Indicates Proposed Landscape Screening "hh °.NOVEx MRE FENCE TD BE FASTENED SECURELY PMTS STEEL EITNER T OR U q N Nd Ip* '�ME;no STFEI arocxtr&.AM Y x D'"STAKES To FEN 15 TN x9E RES M STAPEEs. TYPE OR T HAROMOOD tW",SN 'Alp ERWND front porch 126 s.f. 0.6% Indicates Catch Basin O z NLIVI Don.To BE--co A'L'Oima 11i Y19r.4N wAMN'FEN[E MM RES'gAA¢(1d A14 fEx[f WOVEN wRE,tK t/z G.l ExJmmMG rAgAt� •_._.w. sN A MW ARP Nm��� E. deck,pavilion&rear steps 547 s.f,. 3.2% Indicates Test Hole/Boring TH J.rwwN r-Wg rac^r or+time uxomr rgy'Aw dW,11d1 W luwm°p waMx. ; C" •_ -i o MC" Sheet Number:.... AND xAr RENO ED K o eu ar 001 aP ° A. %A OPEN NG _ FRONT_ f _ _ walkway,steps&lower patio 513 s.f. 3.0 nLTER aoTx .-. AA R_*-ANB rrS it, atlw-"b 1dwN.c: i"-6" Nara TurY B xp'b11G Grading ..NAu ArERI W«N NE.naRemndp Am BrceNEc wM°wDWf,Am rWXAd.. T VIEW Ix TxE SILT rNCE- PREFAB Are DMT:GEorAe. —,--, --.. total coverage 3,345 s.f. 19 8 7 between) Limits oraeadngy EN—N.,UNR: oR—I- Silt Fence Detail EWw Ha Bale Detail (driveway is excluded because it will be a pervious surface) S P oL Lo a�aia riot to so le (stepping stones are excluded since they will have 40%open space be ) Non Disturbance Buffer 13-7- V 2 qff U ABBREVIATIONS AND LEGEND SHEET INDEX VF PLACARD CODE DATA BUILDING DATA { Sheet No. Description NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, •2020 RESIDENTIAL CODE OF NYS FLOOR AREA BREAKDOWN ACQ ALKALINE COPPER QUATERNARY IN INCH (ES) SAB SOUND ATTENUATION BLANKET PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER r ACT ACOUSTICAL TILE INT INTERIOR SEC SECTION �+ Code Data Building Data CONSTRUCTION IN RESIDENTIAL STRUCTURES •ENERGY CONSERVATION : 2020 RCNYS ` ALUMINUM INV INVERT S.F. SQUARE FEET C-1 Floor Level Existing Proposed Total �� � y AL Scope of Work (In accordance with Title 19 NYCRR PART 1265) •STRUCTURAL & LATERAL DESIGN : 2020 RCNYS ALT ALTERNATE JT JOINT SIM SIMILAR p TO:Town of Southold AFF ABOVE FINISHED FLOOR KIT KITCHEN SPR SPRINKLER (HEAD) Lot Description •PLUMBING : 2020 RCNYS Cellar Level (finished) 822 sq.ft. 822 sq.ft. p OWNER OF PROPERTY: Phil and Debra Rybecky ASF ABOVE SUBFLOOR LAV LAVATORY SQ SQUARE SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): •ELECTRICAL : 2017 NEC, NEPA 70-2017 & 2020 RCNYS u> A.S. ALUMINUM SADDLE LVL LAMINATED VENEER LUMBER SS STAINLESS STEEL Vicinity Map � First Floor Level 1,147 sq.ft. 496 sq.ft. 1,547 sq.ft. A.P.B. c: (E�� ANTHONY POWER BEAM L.C. LINEN CLOSET STC SOUND TRANSMISSION CONTROL 1065 Fleetwood Road,Southold NY n :TOWN MECHANICAL : 2020 RCNYS B.C• BRICK COURSE(S) L.C.C. LEAD COATED COPPER STD STANDARD SCTM#1000-137-04-24 U) 96 sq.ft. BIDBOARD MAX MAXIMUM SSTEEL OF SOUTHOLD c (to be removed) INA -a C r nBOT BOTTOM MIN MINIMUM SDD BuildinSMOKE DETECTOR G_1 g Code Minimum Standards PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): BUILDING MO MASONRY OPENING T.C. TOP OF CURB ❑ New Residential Structure J Second Floor Level 1,290 sq.ft. 1 290 sq.ft. BLDG G-2 Insulation Schedule / Details 0) Arch B.W. BOTTOM OF WALL MRB MARBLE TEL TELEPHONE © Addition to Existing Residential Structure USE: Single Family Detached Residential Q CBB CEMENT BACKER BOARD M.S. MARBLE SADDLE THK THICK(NESS) Energy Conservation Notes ❑ Rehabilitation to Existing Residential Structure '- Totals 1,147 sq.ft. 2,512 sq.ft. 3,659 sq.ft. 21 Main Street Ston Brook NY 11790 CL CLOSET MTL METAL T.O.S. TOP OF SLAB G-� CONSTRUCTION: Wood Frame Platform (un-sprinklered) 0 y CLG CEILING MFR. MANUFACTURER TP. TOILET PAPER Window/Door Schedule TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT 0 CLR CLEARANCE) N/A NOT APPLICABLE TPF TEXTURED PAINT FINISH PROPERTY REFERENCE ABOVE WILL UTILIZE ENERGY CODE COMPLIANCE METHOD phone. 631 686-6585 COLUMN NIC NOT IN CONTRACT T.S.P. TEXTURED SPRAY PAINT Plumbing Riser Diagram (check each applicable line): Garage 620 sq.ft. 620 sq.ft. COL fax. 631 686-6786 CONC CONCRETE NOM NOMINAL TX TOILET EXHAUST Interior Details ❑ Truss Type Construction(TM These plans have been prepared as per section o email. MMacrinaC-)MMArchitectAIA.com CONT CONTINUOUS NR NOT REQUIRED TXF TOILET EXHAUST FAN Covered Porch 90 sq.ft. 90 sq.ft. 0 Pre-Engineered Wood Construction(PW) N 1102.1 .5 - Total UA Alternative Path by � q' q' web. MMArchitectAIA.com CMU CONCRETE MASONRY UNIT NTS NOT TO SCALE TV TELEVISION Exterior Specifications utilizing REScheck-Web Software `-° 363 sq.ft. CT CERAMIC TILE OC ON CENTER(S) TYP TYPICAL ❑ Timber Construction(TC) 5 Uncovered Deck#1 (to be removed and 150 sq.ft. 513 sq.ft. These plans are an instrument of service and are CS CORRIDOR SUPPLY OCC. OCCUPANT( )S TEMP TEMPERED (see attached REScheck Calculations) _� replaced) the exclusive property of the architect. IN THE FOLLOWING LOCATIONInfringements of the concepts and design ideasS)(CHECK APPLICABLE LINE): � resented on these drawings C.J. CEILING JOIST OH OVERHANG TECO JOIST HANGER Contractor to coordinate and schedule all required Uncovered Deck#2 38 sq.ft. 38 sq.ft. p shall be prosecuted Demo Floor Plans to the fullest extent of the law. Copyright 2022: CANT CANTILEVER PART. PARTITION T.W. TOP OF WALL 1 1 ❑ Floor Framing,Including Girders and Beams(F) inspections with third party testing agency. Michael Macrina Architect, pc. All rights reserved, CMD CARBON MONOXIDE DETECTOR P.C. POURED CONCRETE U.O.N. UNLESS OTHERWISE NOTED ❑ Roof Framing(R) -Air seal inspection (if required) Uncovered Patio 230 sq.ft. 230 sq.ft. the part of the plans may en reproduced without DIA DIAMETER P.L. PROPERTY LINE VB VINYL BASE , -Insulation inspection q' q the expressed written consent of the architect. 0 f � DIM DIMENSION P.T. PRESSURE TREATED VCJ VERTICAL CONTROL JOINT _ Site Plan Floor Framing an ooa rng -HVAC duct leakage inspection (if required) DR DOOR PT-EGS PAINT, EGGSHELL SHEEN VCT VINYL COMPOSITION FLOOR TILE SIGNATURE: DATE: Z3 -Blower Door Test AREA DIAGRAM / CLASSIFICATION DTL DETAIL PT-FL PAINT, FLAT SHEEN VIF VERIFY IN FIELD PRINT NAME: Mic ae tri ct,pc Drawing Status DWG DRAWING PT-SG PAINT, SEMI-GLOSS SHEEN VWC VINYL WALL COVERING A2.1 Cellar Level Plan CAPACITY(Chet e . Owner 0 Owner's Representative DN. DOWN PKT POCKET WC WATER CLOSET Climatic & Geographic Design Criteria : Table 8301.2(1) D.F.U. DRAINAGE FIXTURE UNITS P.S. PEDESTAL SINK WD WOOD First Floor Plan EA EACH QT QUARRY TILE WR WATER RESISTANT 2.2 6"DIAMETER > Ground Snow Load: 20 psf Proposed Proposed EL ELEVATION RAD RADIUS ZR ZONING RESOLUTION A2.3 Second Floor Plan -. Uncovered Finished EQ EQUAL REQ'D REQUIRED I Speed: 130 mph ultimate wind speed Patio on grade Cellar T E T EX EXISTING REV REVISION(S), REVISED A2.4 Deck/Porch Plan -,„ (128 mph actual as per ASCE 7-16) (230 sq.ft.) Existing (822 sq.ft.) " E Irl"' I'V", I EXH EXHAUST RM ROOMREFLE VE N c Unfinished EXT EXTERIOR RAROUGH JAMB PANTONE#187ED REFLECTIVE WHITE Fn Topographic Effects: No > Cellar Wind Exposure Category: B 0) EF EXHAUST FAN R.C.N.Y.S. RESIDENTIAL CODE OF A3.1 Foundation Plan EW EGRESS WINDOW NEW YORK STATE � a Seismic Design Category: B '- Proposed t6 Unfinished A3.2 FAI FRESH AIR INTAKE R.R. ROOF RAFTER Foundation Plan Details t Special Wind Region No N Cellar FC. FIRE CODE R/R REMOVE &REPLACE Deck Pier Plan Wind U ILJ FD FLOOR DRAIN nd Borne Debris Zone Yes FIN FINISH(ED) A3.3 Proposed Proposed FLR FLOORING) First Floor Structural Plan _ g o Weathering: Severe Unexcavated Unexcavated FPSC FIRE PROOF SELF-CLOSING A3.4 Second Floor Structural Plan0 Dates . a)m Frost Line Depth: Winches FT FOOT (FEET) _ F.J. FLOOR JOIST A3.5 Roof Framing Plan Termite: Moderate to Heavy 9/18/23 Issued to Building Dept. FTG. FOOTING A36 GA GAGE, GAUGE . Braced Wall Plans j H Winter Design Temperature 11' F GALV GALVANIZED Ice Barrier Underlayment Required Yes for Valley's&Eave Perimeters Existing GFI GROUND FAULT INTERRUPT The construction type 1/2" GL GLASS '>• STROKE Staircase to be removed and designation shall be"I", �. Flood Hazards N/A Uncovered Deck#1 A4. 1 Front Elevation "ll", or to GWB GYPSUM WALL BOARD indicate the construction Air Freezing Index 618 replaced in ex. location) GYP. BD. GYPSUM BOARD A4.2 Right Side Elevation classification of the 'GP' GEORGIA-PACIFIC structure under section DESIGNATION FOR STRUCTURAL Mean Annual Temp. 52.1' F Proposed Proposed HC HOLLOW CORE A4.3 Rear Elevation sot of the BC NYS COMPONENTS THAT ARE OF Uncovered Deck#1 Outdoor HDW HARDWARE ''­`_"�""""'� TRUSS TYPE CONSTRUCTION Component and Cladding Loads: Table R301.2(2) (150 sq.ft.) Kitchen HM HOLLOW METAL A4.4 Left Side Elevation I „F„ Proposed HOR HORIZONTAL 6 c r FLOOR CONSTRUCTION,INCLUDING _ O ZONE 4 18.2 -19.0 GIRDERS AND BEAMS HP HIGH POINT e 4 M ch ZONE 5 18.2 -24.0 J Existing Living Space Steps 1 t "� '� N to be Removed HR HOUR(S) A5. 1 g R ROOF FRAMING Building Sections A B i �;j' �J��mDlf�� , L (96 sq.ft.) . FR FLOOR AND ROOF FRAMING N ZONE 1 16.7 -18.0 0 Existing Proposed HT HEIGHT 4ii,,,u„kuSFNU CODES � 0 Living Space Outdoor No. Date Description HD HEAD A5.2 Building Sections C,D,E o (1,147 s.f.) Shower IF THIS STRUCTURE UTILIZES TRUSS TYPE CONSTRUCTION, ZONE 2 16.7 -21.0 LL HVAC HEATINGNENTILATING/ A5.3 Classification: Exterior Details PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION, N Replacement as Project AIR CONDITIONING THE CONTRACTOR IS TO PROVIDE THE SIGN OR SYMBOL TO BE AFFIXED `� ZONE 3 16.7 -21.0 L per sect.AJ1101 Proposed Addition TO THE EXTERIOR ELECTRIC METER BOX IN COMPLIANCE WITH 19 NYCCR ZONE 1 10.5 -16.0 (496 sq.ft.) Proposed MATERIALS A6,i Strapping Details PART 1265. IF NO ELECTRIC METER IS ATTACHED TO THE HOUSE, CONTACT o 0 o Classificaiton: THE AUTHORITY HAVING JURISDICTION TO DECIDE FOR A PROPER o " ZONE 2 10.5 -29.0 Additions as per f- - - eci Nailing Schedule LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS AND FIRST RESPONDERS. � ZONE 3 10.5 -43.0 sect.AJ801 - - - - - - - Residen Ce BRICK VENEER EARTH Framing Details "2 ZONE 1 10.0 -18.0 LO Utility Protection Detail CALL BEFORE YOU D I G Propose r) ZONE 2 10.0 -30.0 dCovered Porch CONCRETE MASONRY UNITw2m INSULATION (THERMAL) 90 sq.ft.) o ZONE 3 10.0 -46.0 E-1 Cellar Electrical Plan �, �� -. �= For Zone Diagrams: STEEL 'PVC' or COMPOSITE MATERIAL C �, I l , - First Floor Electrical Plan Phil ROUGH WOOD RIGID INSULATION = ~� - 2 E-2 Second Floor Electrical Plan Electric Power Lines � s 2 s s CONCRETE FINISH WOOD �� Gas,Oil,or Steam 5 4' bc 5 Proposed Communic,"gn Lines,CATVUncovered D e ra 1W 5 z s 2 Deck#2 PLYWOOD GYPSUM BOARD C� Potable Water a 3 4 a 3 3 a (38 sq.ft.) ` r__7 Reclaimed Water, Irrigation,Slurry - p Rybecky Proposed Addition Sewers and Drain Lines Gable a s Interior 5 s N (1,290 sq.ft.) )crto`'nr�ttat's b@IQW, wall ® zone > Classificaiton: 1065 Fleetwood Road Temporary Survey Markings Edge Perimeter "�/ J Additions as per eall beforeyou dlg I r Zone k Zone �" O sect.AJ801 Southold, NY Proposed Excavation SYMBOLS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS: Table R301.5 0 LL USE LIVE LOAD DEAD LOAD 1 Jurisdiction NEW FRAMED WALL detail VICINITY MAP 2 number HVAC ZONE CHART Exterior Balconies and decks 40 psf 10 psf o � Town of Southold ��":. Fire Escapes m A-4 OR ' detail ' 2 DETAIL 40 psf 10 psf (� Suffolk County EXISTING FRAMED WALL area A-4 Passenger vehicle Garages T-sheet ZONE# ROOMS INCLUDED IN ZONE 9 g 50 psf as per plan FRAMED TIMBERSTRAND WALL number Unhabitable ATTICS without Storage 10 psf 10 psf zone#1 Entire Cellar Level -_ �i _:-_ -- ` , Unhabitable ATTICS with Storage 20 psf 10 psf Drawn By: (see Manual J,D,S) M.D. REVISION CLOUD Habitable ATTICS and ATTICSn A DOOR served with fixed stairs 30 psf 15 psf SCOPE O F WORK STRUCTURAL BEAM ROOMS other than sleeping rooms 40 psf 15 psf Checked By: -J y M.A.M. Sleeping Rooms 30 psf 15 psf WINDOW zone#2 Entire First Floor / Proposed replacement of existing house utilize existing foundation F / ~ JOISTS/ RAFTERS (see Manual J,D,S) "t ¢,' Stairs Job No. 211 WINDOW/ EXT. DOOR NUMBER 40 psf 10 psf Proposed first and second floor additions of living space to ex. foundation two-digit (see schedule) Guards and Handrails 200 psf lateral 2130 identification 0 REVISION NUMBER F- Guard in-fill components 5o sf Proposed finished basement p Sheet T�tte J number zone#3 Entire Second Floor : r.- �'` Proposed attached garage floor level ROOFS 30 psf 15 10 INTERIOR DOOR NUMBER SMOKE DETECTOR (see Manual J,D,S) °' p psf door (see interior drawings) 12( horizontal ROOF PITCH ALLOWABLE DEFLECTION: Table 8301.7 Proposed covered porch Cover Sheet X� number �sF-vertical O �: Structural Member Allowable Deflection Proposed uncovered deck _____ �� Scope of Work 211 ABOVE / BELOW/ HIDDEN LOT DESCRIPTION f' E"?r. Proposed outdoor kitchen p two-digit ROOM NUMBER k."`' Rafters having slopes greater than 3/12 with no L/180 identification (see Schedule) finished ceiling attached to rafters. P Pro osed outdoor shower _ Project Data floor level - - CENTERLINE SUBDIVISION MAP OF Interior walls and Partitions H/1 80 Proposed VA OWTS septic system (see approved health department permit) Fleets Neck _ Building Data r'�:P,rr:; .. ", y Floors and Plastered ceilings L/360 {% ELEVATION MARKER - . . . - . . . - - DRAFTSTOPPING Filed- June 4, 2020 I',=I s g Proposed HVAC (see attached manual J, D, S) All other Structural Members L/240 Proposed Plumbing Work FBI PLAN KEY 2 elevation number SECTION / BLOCK/ LOT : 1000 - 137 -04 - 24 J: Exterior walls with plaster or stucco finish H/iso Sheet Number see Ian key notes, same sht. Proposed Electrical Work (to be filed separately) ( p Y ) 1 A7.1 3 INTERIOR ELEVATION ra• '�-� "' rI'" l c.r ° ''' Y Exterior Walls - wind loads with brittle finishes H/240 TOTAL LOT AREA= 25,284.99 0.5805 acres - �-;r•,i_�; ..',;=� " 4 sheet number ( ) '�' L;�-�`.�h�=.�,.IF_`�:=�:'; section number SECTION Exterior Walls - wind loads° with flexible finishes H/120 A ZONING DISTRICT: 8-40 A5 Lintels Supporting Masonry Veneer Walls L/600 sheet number Note : L=Span Length, H=Span Height GENERAL CONDITIONS CONCRETE GLAZING DRYWALL 1. All work shall conform to the codes listed on the cover sheet. 1. Foundation walls are to be a minimum of 3,000 psi, unless noted 18. PARTITIONS Fireblocking Materials: 1. Hazardous locations.The following shall be considered BATHROOM WALLS&CEILINGS: 1/2" mold&moisture resistant Equipment Sizing. Heating and cooling equipment shall be sized in accordance with All codes shall supersede the drawings and shall be incorporated into otherwise on plans. a. 2"x nominal lumber, or two thicknesses specific hazardous locations for the purposes of glazing: gypsum board with one coat of =-�.`: ;:`_''„:,., with ACCA Manual S based on building loads calculated in accordance with ACCA the drawings,whether they are indicated on the plans or not. GENERAL b. Two thicknesses of 1"x nominal lumber with broken la joints a. Glazing in fixed and operable panels of swinging, sliding door tape and three coats of spackle "i;:' ',. ,T 2. All concrete work shall comply with the requirements of the American a. All framed walls are to be 2"x4' or 2"x6"wood studs at 16"oc and bifofd door. PP g g g '% `; '4'.. P J Manual J or other approved heating and cooling calculation methodologies.New or 2. Contractor shall check and verify all dimensions, notes and conditions Concrete Institute (ACI)and the 2020 RCNYS. unless noted otherwise on plans. c. One thickness of 23/32"wood structural with jdnts backed up by SHOWER WALLS&CEILINGS: 1/2" cement board replacement heating and cooling equipment shall have an efficiency rating equal to `, ' at the site before any construction work is started.The Contractor shall plan dimensions indicate the following stud sizes: 23/32"wood structural panels. b. Glazing in storm doors. with one coat fiberglass tape or greater than the minimum required by federal law for the geographic location notify the Architect of any discrepancies or conflicts in the drawings 3. All concrete shall be air-entrained.Total air content(percent by volume 1-1/2" 2"x4"on the flat d. One thickness of 3/4"particleboard with joints backed by 3/4" and one coat of thinset where the equipment is installed. � and/or field conditions before!starting the work.The discovery of of concrete)shall not be less thasn 5%or more than 7%. 2-1/2" 2"x3"stud at 16"oc c. Glazing in all unframed swinging doors. discrepancies after beginning the work shall be the full responsibility 3-1/2" 2"x4"stud at 16"oc particleboard. GARAGE WALLS&CEILINGS: 5/8"type-x gypsum board Manual J&S is required for any new or replaced heating or cooling equipment of the Contractor to correct. 4. Garage slabs, carport slabs, exterior steps and porch slabs are to be 5-1/2" 2"x6"stud at 16"oc e. 1/2"gypsum board d. Glazing in doors and enclosures for hot tubs,whirlpools, saunas, where noted on plans with one coat of tape and C i h .-REA a minimum of 3,500 psi. f. 1/4"cement based millboard steam rooms, bathtubs and showers. Glazing in any part of a three coats of spackle 3. Contractor shall report any discrepancies in plans and details to the b. Splices of the top and bottom portion of the double top plate must building wall enclosing these compartments where the bottom Owner and/or Architect at once. Demolition or excavation may reveal 5. The nominal maximum size of coarse aggregate shall not exceed be staggered as minimum of 24". g. Batts or blankets of mineral wool to be securely retained in place exposed edge of the glazing is less than 60 inches measured BOILER ROOMS/CLOSETS 5/8"type-x gypsum board ELECTRICAL .-a C r-i conditions other than those assumed on the construction drawings. one-fifth the narrowest distance between forms or three-fourths the vertically above any standing or walking surface. with one coat of tape and 1. All electrical work shall conform to rules and regulations of the 1W W It is the responsibility of the contractor to notify the Architect and/or clear spacing between reinforcing bars or between as bar and the side c. Joints in top plates need not to occur over studs. FIRE PROTECTION O F FLOORS three coats of spackle 2017 National Electric Code, NFPA 70-2017 and the 2020 Owner immediately if the occurs. of the form. e. Glazing in an individual fixed or operable panel adjacent to a door Residential Code of NYS. A rC h i te Ct d. Lap top plates at corners and intersections. 1. All floor assemblies are to be fire-resistance rated with a minimum of 1/2" shall be considered to be a hazardous location where the bottom BASEMENT WALLS&CEILINGS 1/2" mold&moisture resistant 4. Contractor shall locate&stake out all existing underground utilities 6. Forms shall be made of wood, steel,aluminum, plastic,a composite of Any top plates that are cut to fit ductwork, headers, pipes, etc.shall gypsum wall board membrane,5/8"wood structural panel membrane or exposed edge of the glazing is less than 60 inches above the floor gypsum board with one coat of 2. The Electrical equipment and wiring shall be installed in accordance prior to any excavation.Any utilities shown on the plans are an cement and foam insulation, or other approved material suitable for be strapped with a metal strap as specified on plans. equivalent on the underside of the floor framing member. Penetrations or walking surface and it meets either of the following conditions: tape and three coats of spackle with chapters 34 thru 43 of the 2020 Residential Code of NYS. 21 Main Street Stony Brook NY 11790 approximate location only and shall be verified by the Contractor. supporting and containing concrete. Forms shall provide sufficient equivalent on the underside electrical outlets,lighting,devices, luminaires, 3. Electrical work to be Fire Underwriter's inspected and approved. strength to contain concrete during the concrete placement operation. e. Plates shall not be less than 2"x nominal thickness. wires, speakers, drainage,piping and similar openings or penetrations e.1 Where the glazing is within 24 inches of either side of the TYPICAL(all other areas) 1/2"gypsum board with one 5. Contractor shall be responsible for scheduling all required inspections Form ties shall be steel, solid plastic,foam plastic, or other suitable shall be permitted. door in the plane of the door in a closed position. coat of tape and three coats 4. All electrical outlets in wet"areas to be ground fault interrupter phone. 631 686-6585 9 j P 9 Y P g Y g P of spackle G.F.I. type. with the authorities having jurisdiction. material capable of resisting the forces created b fluid pressure of f. Notching:An stud in an exterior wall or bearing partition shall be ( ) YP fax. 631 686-6786 freshly poured concrete. permitted to be cut or notched to a depth not exceeding 25%it's width. Exceptions: e.2 Where the glazing is on a wall perpendicular to the plane of 5. Working clearance dimensions around electrical panel to be a email. MMacrinaCa MMArchitectAIA.com 6. Contractor shall be responsible for obtaining all required paperwork Studs in non-bearing partitions shall be permitted to be notched to a. Floor assemblies located directly over a space protected by an the door in a closed position and within 24 inches of the minimum of 36"dee x 30"wide x 6'-6"high. web. MMArchitectAIA.com from their subcontractors as required by the authority having jurisdiciton. 7. Do not pour in temperatures less than 40 degree weather, nor when a depth not to exceed 40%of a single stud width. Refer to details automatic sprinkler system in accordance with Section P2904, hinge side of an in-swinging door. p g The Contractor shall obtain and deliver to the Owner the certificate of freezing conditions are expected in less than 24 hours. for excessive notching studs. NFPA 13D, or other approved equivalent sprinkler system. FLASHING / SEALANTS / TAPES 6. All electrical work to be performed by a local licensed electrician. These plans are an instrument of service and are occupancy and/or certificate of compliance. f. Glazing in an individual fixed or operable panel that meets all of 1. Contractor to provide metal or soft flashing where framing lumber is Ground-Fault Circuit-Interrupter Protection. the exclusive property of the architect. b. Floor assemblies located directly over a crawl space not intended Infringements of the concepts and design ideas 8. Install'Tuff-N-Dry'exterior foundation waterproofing system or g. Drilling:Any stud shall be permitted to be bored or drilled, provided the following conditions shall be considered to be hazardous location: in contact with soil or concrete. resented on these drawings for storage or fuel-fired appliances. Locations. p g shall be prosecuted 7. Do not scale drawings.Written dimensions shall take precedence approved equal unless a different product is specified in the plans. that the diameter of the resulting hole is not more than 60%of the to the fullest extent of the law. copyright 2022: over scale. Exterior foundation waterproofing system is to be installed from stud width, the edge of the hole is not more than 5/8 to the edge c. Portions of floor assemblies shall be permitted to be unprotected f.1 The exposed area of an individual pane is larger than 9 sf. 2. Contractor to provide continuous(coil)hidden metal flashing where 1.All bathroom receptacles are to have G.F.C.I. protection. Michael Macrina Architect, pc. All rights reserved, bottom of footing continuously up to the finished grade line. of the stud, and the hole is not located in the same section as a cut where complying with the following: tops of level roofs intersect with vertical wall surfaces. See Ian for no part of the plans may be reproduced without P P 8. Any deviation from the Architect's drawings must be discussed with or notch. Studs located in exterior walls or bearing partitions drilled f.2 The bottom edge of the glazing is less than 18 inches above metal specification. 2.All garage&accessory building receptacles are to have G.F.C.I.protection. the expressed written consent of the architect. the Architect for approval. 9. All footings are to be reinforced with rebar as per details in the plans. over 40%and up to 60%dhall be doubled with not more than two c.1 The aggregate area of the unprotected portions does not exceed 80 square feet per story. the floor. 3.All outdoor receptacles are to have G.F.C.I. protection. successive doubled studs bored. Refef to details for excessive 3. Contractor to provide metal step flashing around all chimneys, skylights 4.All crawl space receptacles are to have G.F.C.I. protection. 9. Contractor shall be responsible for adequately bracing and protecting 10. Contractor shall provide and install all cast in place anchor bolts, hold drilling of boring of studs. c.2 Fireblocking in accordance with Section R302.11.1 installed along f.3 The top edge of the glazing is more than 36 inches above the and where sides of sloped roofs intersect with vertical wall surfaces. P p Drawing Status : all work during construction against damage, breakage, collapse, down straps, basement sashes, crawl space vents, etc. as per plans. the perimeter of the unprotected portion to seperate the unprotected floor; and All metal flashing shall extend up vertically a minimum of 4"from the 5.All unfinished basements receptacles are to have G.F.C.I.protection. distortion and misalignment according to applicable codes, standards h. Fire Blocking as required portion from the remainder of the floor assembly. roof surface. See plans for metal specificaiton. 6.All kitchen receptacles that serve countertop surfaces shall have and good practice. d.Wood floor assemblies using dimension lumber or structural composite f.4 One or more walking surfaces are within 36 inches measured G.F.C.I. protection. STRUCTURAL STEEL Bearing Walls: lumber equal to or greater than 2-inch b 10-inch nominal dimension, horizontally and in a straight line, of the glazing. 4. Contractor to provide metal cap flashing over all windows and exterior q g y 7.All laundry, utility and bar sink receptacles that are located within 6ft. 10. All work shall be performed in a first class manner with all new materials. a. Partitions must be constructed of minimum 2x4 studs spaced at doors. See plans for metal specification. The Contractor shall provide all equipment, labor and materials 1. All structural steel shapes shall have the following properties: 16"oc of a of lumbers specified unless otherwise noted on plans. or other approved floor assemblies demonstrating equivalent fire Glazing in guards and railings, including structural baluster panels of the outside edge of the sink are to have G.F.C.I. protection. PP 9 P P type P P performance. 9• 9� 9 9 9 P 9 necessary for the proper execution and timely completion of the work. Wide Flange ASTM A992 Fy=50 ksi and nonstructural in-fill panels, regardless of area or height above 5. Contractor to provide copper step flashing for all masonry chimney to 8. Electrically heated floors, hydromassage bathtub,spa and hot tubW"-_lr-mw-%' E R`k Pri 1, 1, E I The Contractor shall be responsible for all materials and equipment Angles&Channels ASTM A36 Fy=36 ksi b. If a double top plate of less than(2)2"x is used,floor joists shall be a walking surface shall be considered to be a hazardous location. roof intersections.The flashing is to extend vertically up against the locations are to have G.F.C.I. protection. stored at the job site. Plates ASTM A36 Fy=36 ksi centered directly over bearing wall studs below with a tolerance of 2. Combustible Insulation Clearance chimney a minimum of 4"and let-into horizontal masonry joints 4". Hollow Structural Shapes ASTM A500 GR B Fy=50 ksi no more than 1". Combustible insulation shall be seperated not less than 3 inches from h Glazing in walls,enclosures or fences containing or facing hot tubs, 9.All receptacles within 6 feet of the outside edge of a bathtub or 11. The Contractor shall have they building department approved plans and recessed luminaires,fan motors and other heat-producing devices. spa's,whirlpools,saunas,steam rooms,bathtubs,showers and indoor or 6. Flash, caulk and seal all junctions of new roofs,walls and shower stall are to have G.F.C.I protection. any other approved plans and permits on the job site throughout the 2. All bolts are to be 3/4"dia.conforming to ASTM A325,type X. c. Interior bearing stud walls must be sheathed with a minimum of outdoor swimming pools where the bottom exposed edge of the glazing is penetrations,to form a watertight assembly. entire project. Install each bolt with a hardened washer under the nut or head, 1/2"gypsum board fastened as per nailing schedule with required Exceptions less than 60 inches measured vertically above any standing or walking Arc-Fault Circuit-Interrupter Protection. whichever is turned for tightening. fire blocking. Where heat-producing devices are listed for lesser clearances, surface shall be considered to be a hazardous location.This shall 7. Spaces to be caulked shall be clean and dry,joints more than 3/4" 12. All Contractors and Subcontractors shall be licensed and insured. combustible insulation complying with the listing requirements shall be apply to a single glazing and each pane in multiple glazing. deep shall be solidly filled with a neoprene rope or backer rod. Locations. 3. All structural steel exposed to the weather shall be hot-dipped galvanized d. All interior load bearing walls and exterior walls shall have 2"x cross separated in accordance with the conditions stipulated in the listing. 1.All branch circuits that supply 120-volt, single-phase, 15&20 amp 13. The Architect is not responsible for construction means, methods, after fabrication conforming to ASTM A123&A153. blocking of similar width at stud midspan. Exception: 8. All caulked joints shall ber full continuous,waterproof, neatly wiped outlets installed in kitchens,family rooms,dining rooms,living rooms, techniques, sequences, procedures or for the safety precautions and WINDOWS / EXTERIOR DOORS Glazing that is more than 60 inches measured horizontally off or pointed and tooled where exposed to view. parlors,libraries,dens,bedrooms,sunrooms,recreation rooms,closets, programs in connection with this project. 4. All welding shall conform to AWS code D1.1 'Structural Welding Code' Nailing: and in a straight line,from the waters edge of a bathtub, hot tub, hallways,laundry areas and similar rooms or areas shall be protected by for steel, latest edition. a. All nailing shall comply with the latest fastener schedule shown on 1. All exterior windows and doors shall be designed to resist the spa,whirpool or swimming pool or from the edge of a shower, 9. All windows and exterior door flanges are to be taped with a'Tyvek' a combinationa arc-fault circuit interrupter installed to provide Dates : 14. Contractor to follow all manufacturer's specifications, recommendations the plans. component and cladding wind loads specified on the cover sheet. sauna or steam room. or approved equal flashing tape.Jambs first then head over jamb tape. tyP p protect and installation details on all products used in this project. Contractor 5. All structural steel shall be given one shop coat of paint of not less than ion of the branch circuits. 9/18/23 Issued to Building Dept. shall notify the Architect of any conflict between the plans and 2.0 mils dry film thickness conforming to steel structural painting Openings: 2. All exterior windows and sliding doors shall be tested by an approved i Glazing adjacent to stairs, landings and ramps where the bottom 10. All windows and exterior door flanges are to have a metal pan or a Single-and Multiple-Station Smoke Alarms. manufacturer's specifications, recommendations and installation council SSPC paint 2, 13 or 14. a. All framed openings in wall shall have a minimum of a single jade stud independent laboratory, and bear a label identifying manufacturer, exposed edge of the glazing is less than 36"above the plane of soft flashing pan over the rough sill framing continuously up each side. details prior to installation of any products used in this project. plus a single king stud on each side of opening supporting a header performance characteristics and approved inspection agency to indicate the adjacent walking surface of stairways, landings between All smoke alarms shall listed in accordance with UL 217 and with Contractor shall be responsible for correction of any work that prevents if not specified otherwise on plans. compliance with AAMA/WDMA/CSA 101/I.S.2/A440. Exterior side-hinged flights of stairs and ramps shall be considered to be a 11. Penetrations around all pipes,vents,ducts,wires, etc.through ceiling installed in accordance wth the provisions of Section R314 of the the correct installation of a specified product noted on the plans. MASONRY doors shall be tested and labeled as conforming to AAMA/WDMA/CSA hazardous location. and floor levels to be sealed with fire caulk-136 by Everkem or equal 2020 Residential Code of NYS and comply with the provisions 19. BUILT-UP BEAMS 101/I.S.2/A440 or AMD 100. to meet ASTM 136 testing of NFPA 72. 15. The Contractor shall keep the job site clean, safe and free of debris. 1. Masonry shall be installed in running bond with PCL type M mortar. j. Glazing adjacent to the landing at the bottom of a stairway where Locations. (Section R314.3) 1. Built-up beams or joists formed by a multiple of 2"x dimensional 3. Garage doors shall be tested in accordance with either ASTM E 330 or the glazing is less than 36"above the landing and within a 60" Single and multiple-station smoke alarms shall be installedin 16. These drawings are the property of the Architect and shall no be used 2. Grout for fully grouted units shall conform to PCLY type M mortar. lumber members shall be interconnected as follows: ANSI/DASMA 108,and shall meet the acceptance criteria of ANSI/DASMA 108. horizontal arc less less than 180 degrees from the bottom tread VENTILATION the following locations: without his consent. Drawings shall not be used for issuing of a a. Members 12"and less in height: nosing shall be considered to be a hazardous location. building permit unless signed and sealed by Michael Macrina Architect,pc 3. All masonry walls shall have'Hohmann&Bamard'#120 Truss-Mesh Glue and nail with 2 rows of 16d nails at 12"oc staggered. 4. Window and glass door assemblies shall be anchored in accordance with the 1. MECHANICAL VENTILATION: 1. In each sleeping room. to be installed continuously at every other course unless specified published manufacturers recommendations to achieve the design pressure Local exhaust and whole house mechanical ventilation systems are to 2.Outside of each separate sleeping area in the immediate in the plans.Truss mesh to be hot-dipped galvanized. b. Members greater than 9-1/4"in height or multiple 3"x members: specified_Substitute anchoring systems used for substrates not specified FIREPLACES be designed in accordance with section M1505 of the 2020 RCNYS vicinity of the bedrooms. DEMOLITION NOTES Through bolt with 1/2"diameter machine bolts at 24"oc by the fenestration manufacturer shall provide equal or greater anchoring 3. On each additional story of the dwelling, including basements 4. All lap splices for reinforcing bars in masonry walls shall be 48X staggered top&bottom, 1-1/2"from edges. performance as demonstrated by accepted engineering practice. 1. Masonry Fireplaces 2. RECIRCULATION OF AIR: and habitable attics but not including crawl spaces and uninhabitable 1. Prior to demolition,the Contractor shall have all utilities disconnected. bar diameter, unless noted otherwise on plans. Hearth Slab Thickness 4"min.thickness for hearth extension Exhaust air from bathrooms and toilet rooms shall not be recirculated attics. In dwellings or dwelling units with split levels and without such as but not limited to gas,electric,water,telephone, cable, etc. 2. Built-up beams or joists formed by a mutiple of engineered lumber 5. Emergency escape and rescue opening required: within a residence or circulated to another room and shall be exhausted an intervening door between the adjacent levels, a smoke alarm In addition,the Contractor shall obtain utilitymark-out prior to members are to follow manufacturers specifications unless noted Unfinished basements, habitable attics and eve sleeping room Hearth Extension 8"for fireplace opening less than 6 s ft. direct! to the outdoors. Exhaust air from bathrooms,toilet rooms and J No. Date Description P P every P 9 P P 9 q• Y installed on the upper level shall suffice for the adjacent lower commencing demolition or excavation. ROUGH CARP E N TRY on plans. where noted on floor plans shall have not less one operable (each side of open'g) 12"for fireplace opening greater than or kitchens shall not discharge into an attic, crawl space or other areas level provided that the lower level is less than one full story emergency escape and rescue opening.Where basements contain equal to 6 sq.ft. inside the building except for ductless range hoods. Project : 2. Demolition work shall be done in strict conformance with local, state 1. Minimum header size to be(2)2"x6"unless noted otherwise on plan. 20. BOLTS IN WOOD FRAMING: one or more sleeping rooms, an emergency escape and rescue below the upper level. and federal regulations, including all permits and utility disconnects. opening shall be required in each sleeping room plus one in any Hearth Extension 16"for fireplace opening less than 6 sq.ft. 3. DOMESTIC COOKING EXHAUST: 4. Smoke alarms shall be installed not less than 3 feet horizontally (front of opening) 20"for fireplace opening greater than or from the door or opening of a bathroom that contains a bathtub 2. All structural dimensional lumber to be doug fir#2 or better with a 1. All bolts in wood framing shall be standard machine bolts with common receation space. Emergency escape and rescue openings Domestic cooking exhaust equipment shall discharge to the outdoors s equal to 6 sq.ft. or shower unless this would prevent placement of a smoke alarm Proposed 3. The Contractor shall at all tinnes provide protection against weather minimum Fb=850 and E= 1.4x10 . No SPF lumber may be used standard washers. shall open directly into a public way, or to a yard or court that opens through a duct.The duct shall have a smooth interior surface,shall be required b Section R314.3. (rain,wind, storms,frost or heat)so as to maintain all work, materials, except for sills, plates and blocking. Southern Yellow Pine may be to a public way. Firebox Dimensions 20"min.firebox depth airtight, shall be equipped with a backdraft damper and shall be re q Y equipment and fixtures free from damages. Repair any damage to used as a substitution for doug fir. 2. Each bolt hole in wood shall be drilled 1/16"larger than diameter of bolt. Exception: Thickness of 8"where firebrick lining is used independent of all other exhaust systems. Ducts serving domestic When more tResidence than one smoke alarm is required to be installed within an property of the Owner which is to remain in use. Basements used only to house mechanical equipment Wall of Firebox cooking exhaust equipment shall not terminate in an attic or crawl individual dwelling unit the alarm devices shall be interconnected in 4. Contractor to provide all necessary temporary supports as may be Distance from top 8 min. 3. All exterior lumber to be preservative treated 3. For sill plate anchors, see details on plans. space or areas inside the building. not exceeding a total floor area of 200 square feet. such a manner that the actuation of one alarm will activate all of the required to shore all existing structures prior to the installation of new 4. All lumber that is in contact with masonry/concrete is to be Lag Bolts: 6. Operational constraints and opening control devices: of opening to Throat Exception: alarms in the individual dwelling unit.The alarm shall be dearly audible in structural elements. preservative treated. a. All lag bolts where specified on plans shall be of structural grade steel. Where installed in accordance with the manufacturers instructions, all bedrooms over background noise levels with all intervening doors closed. Emergency escape and rescue openings shall operational from 2. Factory ere mechanical or natural ventilation Built Gas&Wood Fireplaces and where tl is otherwise provided, the inside of the room without the use of keys,tooliss or special knowledge. Combination Detectors. 5. All existing elements to remain shall be protected during demolition. 5. Engineered lumber(LVL, PSL)to have a minimum Fb=2,850 and b. Washers shall be placed undefr the head of the lag bolts bearing Factory-built fireplaces shall be listed and labeled and shall be installed listed and labeled ductless range hoods shall not be required to a minimum E= 1.9x106. on wood. Length of lag bolts shall be a minimum 2/3 depth of Window opening control devices complying with ASTM F 2090 shall be in accordance with the conditions of the listing, and shall be tested discharge to the outdoors. Combination smoke and carbon monoxide alarms shall be permitted For 6. All existing ductwork, electrik;al components, etc. in areas to be members being bolted together. permitted for use on windows serving as a required emergency escape in accordance with UL 127. to be used in lieu of smoke alarms. demolished shall be protected and relocated as required according 6. SHEATHING/SUBFLOOR and rescue opening. Emergency escape and rescue openings shall 4. WHOLE HOUSE MECHANICAL VENTILATION SYSTEM:have minimum dimensions as specified in this section. Power Source. to field conditions. • Each plywood sheet shall bear the'APA'trademark stamp. c. All bolts that in contact with preservative treated lumber or exposed Hearth extensions of approved factory-built fireplaces shall be installed Unless specified otherwise by the HERS rater consultant,the whole• All plywood end joints shall be staggered and butt along the to the exterior are to be hot-dipped galvanized or stainless steel. in accordance with the listing of the fireplace.The hearth extension house ventilation system is permitted to utilize a bathroom exhaust The required smoke alarms shall receive their primary power from Phil & 7. Minimum opening area: the building wenn when such wenn 7. Contractor to provide dust-tight partitions between areas where center lines of framing members_ shall be readily distinguishable from the surrounding floor area. fan to run at a continuous rate of 90 dm as per table M1505.4.3(1) 9 9 g is served from a commercial source, Emergency and escape rescue openings shall have a net clear demolition work is being perl`ormed and areas which are finished or • Nails shall be placed 3/8"minimum from the edge of the sheets. and when primary power is interrupted, shall receive power from a in use. The minimum nail penetration into framing members shall be opening of not less than his square feet.The net dear opening Debra P g FIRE BLOCKING / D RAFTSTO P P I N G dimensions required by this section shall be obtained by the normal 5. VENTED ATTICS: battery.Wiring shall be permanent and without a disconnecting switch 1-1/2"for 8d nails and 1-3/8"for 10d nails. operation of the emergency escape and rescue opening from the inside. INSULATION For air-permeable insulations in vented attics, a baffle shall be other than those required for overcurrent protection.Smoke alarms 1. DRAFTSTOPPING REQUIRED: installed adjacent to soffit and eave vents. Baffles shall maintain an shall be permitted to be battery o SITEW EXCAVATION The net clear height opening shall be not less than 24 inches and the p ry Aerated when installed in buildings O R K / SUBFLOOR: 3/4"rated plywood (48/24) When there is usable space both above and below the concealed space 1. Foam Plastic(spray foam)insulation shall have a maximum flame opening equal or greater than the size of the vent.The baffle shall p Rybecky to be glued&nailed to each joist of a floor/ceiling assembly,draftstopping shall be installed so that the net clear width shall be not less than 20 inches. spread index of 75 and a maximum of a smoke developed index of 450. extend over the top of the attic insulation.The baffle shall be without commercial ower. 1. Contractor shall locate&stake out all existing underground utilities area of the concealed space does not exceed 1,000 sf. Exception: permitted to be any solid material. Carbon Monoxide Alarms. (Section 915 of the 2020 Fire Code of NYS) prior to any excavation.Any utilities shown on the plans are an EXTERIOR WALL SHEATHING: 1/2 exterior grade(CDX)plywood The draftstopping shall divide the concealed space into approximate Grade floor or below grade openings shall have a net clear 2. Foam Plastic(spray foam) insulation shall be separated from the Carbon monoxide alarms shall be installed in the!followinglocations: 1065 Fleetwood Road approximate location only and shall be verified by the Contractor. to be fastened to the studs as equal areas.Where the assembly is enclosed by a floor member opening of not less than 5 square feet. interior of a building by an approved thermal barrier of not less than Vent Clearance: Excavation shall not commence until utilitymark-out is completed. per the nailing schedule and above and a ceiling membrane below,the draftstopping shall be 1/2" sum board,23/32 wood structural panel or a material that Where eave or cornice vents are installed, insulation a minimum of a 1. Carbon Monoxide are required on each level on which sleeping P P 9 9 PP g gypsum �� P spaces are located,within 10ft.of the sleeping area. Southold, NY the braced wall plan provided in a floor/ceiling assemblies under the following circumstances: 8. Window Sill Height: is tested in accordance with and meets the acceptance criteria of 1"space shall be provided between the insulation and the roof More than one carbon monoxide alarm shall be provided 2. Excavate all areas as indicated in the drawings.All excavations shall Where a window is provided as the emergency escape and rescue both the Temperature Transmission Fire Test and the Integrity Fire sheathing at the location of the vent. P be the minimum depths rerquired achieving clean undisturbed virgin ROOF SHEATHING: 1/2"exterior grade(CDX)plywood a. Ceiling is suspended under floor framing opening, it shall have a sill height of not more than 44 inches above Test of NFPA 275 such as'DC 315'or approved equal thermal barrier. where necessary to assure that no sleeping area on a story soil with stable moisture content and non-shifting and non-shrinking to be fastened to the rafters as the floor;where the sill height is below grade,it shall be provided with 6. UNVENTED ATTICS: is more than 1 Oft.away from a carbon monoxide alarm. Jurisdiction : soil characteristics.The Contractor shall be responsible for notification per the nailing schedule b. Floor framing is constructed of truss-type open-web or a window well in accordance with Section R310.2.3. 3. Foam Plastic(spray foam)insulation used in attics&crawl spaces As per section R806.5 of the RCNYS 2. On any story where a fuel-fired appliances and equipment, of poor soil characteristics to the Architect and shall not proceed with perforated members. shall be protected against ignition using one of the following materials: solid-fuel burning appliances and equipment, Town of Southold the work until receiving instructions from the Architect. 7. All framed openings in floors, roofs and ceilings shall have a minimum 9. All exterior windows and doors are to have a maximum U-value of a. 1-1/2"thickness of mineral fiber insulation such as'Roxul'or equal HVAC fireplaces or attached garages are located. of a double header and trimmer unless noted otherwise on the plans. Draftstopping Materials: 0.35 and a maximum solar heat gain coefficient factor of 0.40. b. 1/4"thick wood structural panels Suffolk County 3. The Architect has prepared the drawing and speifications with an Draftstopping materials shall not be less than 1/2"gypsum board c. 3/8"gypsum board Combustion Air Interconnection of Carbon Monoxide Alarms&Detectors: assumed bearing capacity of 2,000 pounds per sq.ft.and an assumed 8. All framing to be set plumb, level and accurately cut. or 3/8"wood panels.Draftstopping shall be installed parallel to the 10. FALL PROTECTION: d. 1/4"thick fiber cement board Soild Fuel When more than one carbon monoxide alarm or detector is required to soil characteristic of sand, silty sand, clayey sand, silty gravel and floor framing members.The integrity of all draftstopping shall be In dwelling units,where the top of the sill of an operable window opening be installed within an individual dwelling unit or sleeping area,the SC, Burning appliances shall be provided with combustion air in accordance with the p g clayey gravel(SW,SP,SM, .,.C,GM and GC)unless a soil test analysis 9. All Joists and beams set flush with another beam shall be connected maintained. is located less than 24"above the finish floor and greater than 72 Ignition barrier is not required when the foam insulation has been g PP P alarm vi Drawn B / '-��'`��,.� ��= appliance manufacturers installation instructions.Oil-fire appliances shall be devices shall be interconnected in such a manner that the actuation Y ��;y: , has been performed as per table R401.4.1 of the 2020 RCNYS. with a metal joist hanger designed to match the size of the joist/beam above the finish grade or other surface below on the exterior of the tested in accordance with NFPA 286 such as Quick-Shield 112 or ./ be provided with combustion air in accordance with NFPA 31. of one alarm will activate all of the alarms in the individual unit. !ti. ^1,` �* unless specified otherwise on plans. 2. FIRE BLOCKING REQUIRED: building,the operable window shall comply with one of following: approved equal. P M.D. i. P e cI The alarm shall be dearly audible in all bedrooms over background noise < O 4. All excavations for concrete piers and footings shall be a minimum of Fire blocking shall be provided to cut off all concealed draft openings a.operable windows with openings that will not allow a 4"diameter Ducts c= p\ ,� L 3 feet below finished grade unless noted otherwise on the plans. 10. Install double floor joists under all parallel walls above unless noted (both vertical and horizontal)and to form an effective fire barrier P 4. Insulation to be as specified in the insulation schedule and details. levels with all intervening doors closed. Checked By: r v otherwise on plans. between stories and between a top story and the roof space. sphere to pass through the opening where the opening is on its Duct Insulation * I * 5. All backfill shall be clean granular fill. Fire blocking shall be provided in wood frame construction in the largest opened position. 5. Insulate around all window&exterior door rough openings with a low All supply duds in unconditioned attics shall be insulated to a minimum of R-8 Equipment. M.A.M. -;,, .`... , 41" 11. All joist hangers and fasteners that are in contact preservative treated following locations: b.operable windows that are provided with window fall prevention expansion foam insulation. All other ducts shall be insulated to a minimum of R-6. Carbon Monoxide alarms shall be listed, labeled as complying with \ J.� lfl� ; , 6 C)� 6. No backfill shall be permitted against concrete or masonry foundation lumber or exposed to the exterior shall be hot-dipped galvanized or devices that comply with ASTM F 2090. UL2034 or CSA 6.19.Carbon Monoxide detectors shall be listed and Job No. '`- -, walls without floor framingor proper bracing as required to prevent stainless steel. a. In concealed spaces of stud walls and partitions, including furred 6. Air Leakage Duct Sealing O f"N,1- p P P g q P P P g c.operable windows that are provided with window opening control g labeled as complying with UL2075 and shall meet the sensitivity testing damage to foundation walls. No backfill shall be permitted within a spaces and parallel rows of studs or staggered studs;as follows: The buildingthermal envelope shall be constructed to limit air leakage All ducts,air handlers and filter boxes shall be sealed.Joints and seams shall be 2130 9 P p P gg devices that comply with ASTM F 2090.The window opening P g and alarm thresholds of UL2034 or CSA 6.19.Carbon Monoxide alarms, minimum of two weeks after pouring.The Contractor shall be 12. All shims under cellar/crawl space girders are to be steel shims. -vertically at the ceiling and floor levels. The sealing methods between dissimilar materials shall allow for made substantially airtight by means of fastners,welds,tapes,mastics,gasketing control device, after operation to release the control device detectors and alarm control units shall be installed in accordance r responsible for any damage to concrete or masonry wall. -Horizontally at intervals not exceeding 10 ft. allowing the window to fully open, shall not reduce the net clear for differential expansion and contraction.Refer to the air barrier and or other approved closure systems. with the R.C.N.Y.S.and the manufacturers installlation instructions. Sheet Title : 13. Wrap all wood girders that sit in a concrete or masonry beam pocket insulation installation schedule. I / 7. All grading to drain surface storm water away from foundation walls with soft flashingto prevent direct contact with the concrete/mason b. At all interconnections between concealed vertical and horizontal opening area of the window unit to less than the area required g g y ry' by section R310.2.1. Duct Support Power Source. General Notes at a minimum rate of 5%slope. spaces such as occur at soffit,drop ceilings and cove ceilings. 7. Insulation&Fenestration Requirement by Component Metal duds shall be supported by 1/2"with 18 gauge metal straps or 12 gauge Carbon Monoxide alarms and detectors shall receive their primary power 14. No structural members shall be altered,omitted, notched, cut or Refer to insulation schedule/sections or details galvanized wire at intervals not exceeding 10 feet or other approved methods. from the building wiring,where such wiring is served from a commercial 8. Stockpile topsoil for re-use, redistribute topsoil for final grading. relocated without prior approval by the Architect. c. In concealed spaces between stair stringers at the top and bottom of ATTIC / C RAW L SPACE ACCESS Nonmetallic duds shall be supported in accordance with the manufacturers source and shall be equipped _ the run. Enclosed spaces under stairs shall have walls.under-stair surface PP q Aped with a battery backup system that Building Cod e 9. Contractor to excavate all stepped footings as per plans and details. 15. When using dimensional lumber,there shall be not less than one line and any soffits protected on the enclosed side with a 1/2"gypsum board. 1. The Contractor shall provide attic access for any attic areas that exceed installation instructions. automatically provides power from one or more batteries when primary of bridging at eve 8 feet of span in floor, attic and flat roof framing. 30 sf, and have a vertical height of 30"or more.The rough framed CLOTHES ES DRYER EXHAUST power is interrupted.Winn shall be permanent and without a g g every p al g g Duct Separation disconnecting switch other than those required for over current Requirements The bridging shall consist of not less than 1"x3"lumber set diagonally d. At openings around vents, pipes, ducts,cables and wires at ceilings opening shall not be less than 22"x30"and shall be located in a hallway 1. To be installed as per section M1502 of the 2020 Residential 9 q protection in each direction and double nailed at each end or equivalent pre-fab and floor level,with an approved material to resist the free passage or other readily accessible location.Where the access is located in a Code of NYS. Duds shall be installed with at least u separation from the earth except where D RYWELLS / SANITARY SYSTEM they meet the requirements for underground duct systems. metal bracing. of flame and products of combustion. ceiling, minimum unobstructed headroom in the attic space shall be Listings. 1. Drywells are to be located as per the drainage plan and shall consist 30" at some point above the access. 2. Clothes dryer exhaust system shall be discharged to the exterior. Duds located in garages and duds penetrating the walls or ceilings seperating the Carbon monoxide alarms shall be listed in accordance with UL 2034. of concrete leaching rings(size as per plans)with concrete cover. 16. Provide continuous blocking under all posts down to the foundation, e. Spaces between chimneys and floors and ceilings through which Drywells shall be set in clean sand soil a minimum of 3ft above beam and/or column with similar post material as specified on plans. chimneys ass shall be fireblocked with noncombustible material 2. Access doors from conditioned spaces to unconditioned spaces such 3. Exhaust ducts shall have a smooth interior finish and be constructed dwelling from the garage shall be constructed of a minimim No.26 gauge sheet ryw Y P P P Y P P P Combination Alarms. metal or other approved material and h n v • ground water. Drywells are to be wrapped with landscape fabric to securely fastened in place.The fireblocking of spaces between as attics and crawl spaces shall be weatherstripped and insulated to a of metal having a minimum thickness of 28 gage.The duct shall PP shall of have opening into garage. Sheet Number : prevent soil intrusion. 17. Joists and rafters shall be limited to cuts and bored holes no deeper chimneys and wood joists,beams or headers shall be self-supporting level equivalent to the insulation on the surrounding surfaces.Access be 4"nominal in diameter. Combination carbon monoxide/smoke alarms shall bean acceptable P P y J PP g q g alternative to carbon monoxide alarms.Combination carbon monoxide/ than 1/6 the depth of the member and shall not be located in the middle or be placed on strips of metal laid across the spaces between shall be provided to all equipment that prevents damaging or compressing 2. Drywells are to be connected with a min.of 4"dia. PVC sewer pipe to 1/3 of the span.Notch depths of the ends at the member shall not exceed combustible material and the chimney. the insulation.A wood framed or equivalent baffle or retainer is required 4. The maximum length of a clothes dryer exhaust duct shall not exceed smoke alarms shall be listed in accordance with UL 2034 and UL 217. each downspout leader unless noted otherwise on plans. 1/4 the depth of the member.Holes bored into the joist shall not be closer to be provided when loose-fill insulation is installed,the purpose of which 35 ft.from the dryer location to the wall or roof termination. than 2"to the top or bottom of the joist,and the diameter of the hole shall f. Fireblocking of cornices of a two family dwelling is required at the is to prevent the loose4ll from spilling into the living space when the attic The maximum length of the duct shall be reduced 2.5 ft.for each 3. Proposed sanitary system is to be installed as per Suffolk County not exceed 1/3 the depth of the joist.There shall be no notches on the line of dwelling unit separation. access is opened,and to provide a permanent means of maintaining 45-degree bend and 5 ft.for each 90-degree bend.The maximum Department of Health Services code and as per approved permit. bottom side of the joists,beams and rafters. the installed R-Value of the loose fill insulation. length of the exhaust duct does not include the transition duct. U�7 H ENERGY/CONSERVATION BUILDING THERMAL ENVELOPE NOTES INSULATION SCHEDULE (thermal envelope) Insulation House Com R Value Insulation Type Moisture Air Barrier onent p ( ) Thickness yp Barrier Sealing Detail Remarks b 1. These plans are designed to bei in accordance with the 2020 Residential Code of 8. Air Leakage: The building thermal envelope shall be constructed to limit air 12. Recessed Lighting: Recessed luminaires installed in the building thermal envelope Manual J&8 is required for any new or replaced heating or cooling equipment NYS and the 2020 Energy Conservation Construction Code of NYS for a climate leakage. The sealing methods between dissimilar materials shall allow for shall be sealed to limit air leakage between conditioned and unconditioned Fiberglass "�"•" zone of 4A. differential expansion and contraction.Refer to the air barrier and insulation spaces. All recessed luminaires shall be IC-rated and labeled having an air First Floor system assembly 12" Batts A for sound attenuation only installation schedule. leakage rate not more than 2.0 cfm when tested in accordance with ASTM E 283 2. The interior design temperatures used for heating and cooling load calculations at a 1.57 psf pressure differential.All recessed luminaires shall be sealed with a Recommended Testing Agency: Integrity Home shall be a maximum of 72°F for heating and a minimum of 75' F for cooling. 9. Testing: The building or dwelling unit shall be tested and verified as having an air gasket or caulk between the housing and the interior wall or ceiling covering. Energy Assessments: (631)553-1016 U) leakage rate of not exceeding three air changes per hour.Testing shall be O Second Floor system assembly 12„ Fiberglass A for sound attenuation only 3. All materials, systems and equipment shall be installed in accordance with the conducted in accordance Res-Net/ICC 3801 with ASTM E 779 or ASTM E 1827 13. Programmable thermostat: The thermostat controlling the primary heating or Batts i manufacturer's instructions and the 2020 Residential Code of NYS and the 2020 and reported at a pressure of 0.2 inches w.g. (50 Pascals).Where required by the cooling system of the dwelling unit shall be capable of controlling the heating and 0 Energy Conservation Construction Code of NYS. code official,testing shall be conducted by an approved third party.A written cooling system on a daily schedule to maintain different temperatures set points at (j. R-21 Closed Cell report of the results of the test shall be signed by the party conducting the test and different times of the day.This thermostat shall include the capability to set back Perimeter rim joist around first floor 7 per 1" 3,. Spray Foam A e r za 4. Certificate: A permanent certificate shall be completed by the builder and posted on provided to the code official. Testing shall be performed at any time after creation or temporarily operate the system to maintain zone temperatures down to 55°F or a wall in the space where the furnace is located, a utility room or an approved of all penetrations of the building thermal envelope. up to 85'F.The thermostat shall initially be programmed by the manufacturer with /krch itE�� ct location inside the building. Where located on an electrical panel,the certificate a heating temperature set point no higher than 70° F and a cooling temperature Perimeter rim joist around second R-21 Closed Cell shall not cover or obstruct the visibility of the circuit directory label,service During Testing: set point no lower than 78*F. floor 7 per 1" 3" Spray Foam A disconnect label or other required labels.The certificate shall list the predominant 21 Main Street Stony Brook NY 11790 R-values of insulation installed in or on ceiling/roof,walls foundation(slab, 1. Exterior windows and doors,fireplace and stove doors shall be closed,but not 14. Duct Insulation: All supply ducts in unconditioned attics shall be insulated to a basement wall,crawl space wall and/or floor)and ducts outside conditioned spaces; sealed,beyond the intended weatherstripping or other infiltration control minimum of R-8. U-factors for fenestration and the solar heat gain coefficient(SHGC)of fenestration, measures. phone. 631 686-6585 and the results from any required duct system and building envelope air leakage 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall 15. Duct Sealing: All ducts,air handlers and filter boxes shall be sealed.Joints and fax. 631 686-6786 testing done on the building.Where there is more than one value for each be closed,but not sealed beyond intended infiltration control measures. seams shall be made substantially airtight by means of fastners,welds,tapes, email. MMacrina@MMArchitectAIA.com component,the certificate shall list the value covering the largest area.The 3. Interior doors,if installed at the time of the test,shall be open. mastics, gasketing or other approved closure systems. web. MMArchitectAIA.com certificate shall list the es and efficiencies of heating,cooling and service water 4. Exterior door for continuous ventilation systems and heat recovery ventilators New exterior walls exterior R-14 „ Closed Cell types g g shall be closed and sealed. 16. Duct Testing: Ducts shall be pressure tested to determine air leakage by one of (2"x6") side 7 per 1" 2 Spray Foam These plans are an instrument of service and are heating equpiment. Where a gas-fired unvented room heater,electric furnace,or ti the exclusive property of the architect. baseboard electric heater is installed in the residence,the certificate shall list 5. Heating and cooling systems,if installed at the time of the test,shall be turned off. the following methods: N A infringements of the concepts p s an esign ideas "gas-fired unvented room heater","electric furnace"or"baseboard electric heater", 6. Supply and return registers, if installed at the time of the test,shall be fully open. interior w Fiberglass presented on these drawings shall be prosecuted ht 2022: as appropriate.An efficient shall not be listed for as-fired unvented room heaters, 1. Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 side R-13 3-1/2" Batts Michael Mto the lacrinaxArchit Art of chitect, caw.All rights reserved, electric furnaces or electric baseboard heaters. g 10. Fireplaces: New wood-burning fireplaces shall have tight-fitting flue dampers or inch w.g.across the system, including the manufacturer's air handler enclosure if no part of the plans may be reprouced without doors, and outdoor combustion air.Where using tight-fitting doors on factory-built installed at the time of the test All registers shall be aped or otherwise sealed R-21 fireplaces the expressed written consent of the architect. 5. Insulation and Fenestration Requirement by Component. Refer to insulation schedule. aces ann accordance 7 per 1 3 Spray FoaClosed Cell llisted d labeled in with UL 127,the doors shall be tested during the test. Ill All cellar perimeter wallsA -_ and listed for the fireplace.Where using tight-fitting doors on masonry fireplaces, 2. Postconstruction test:Total leakage shall be measured with a pressure differential m 6. Eave Baffle: For air-permeable insulations in vented attics,a baffle shall be the doors shall be listed and labeled in accordance with UL 907. of 0.1 inch w.g.across the entire system,including the manufacturer's air handler Drawing Status enclosure. Registers shall be taped or otherwise sealed during the test. Bedroom and bathroom interior walls 3-1/2" Roxul comfort-batt for sound attenuation only installed adjacent to soffit and el�ve vents.Baffles shall maintain an opening equal 11. Utility Room Containing Fuel-Burning Appliances: Where open combustion air mineral wool or greater than the size of the vent.The baffle shall extend over the top of the attic insulation. The baffle shall be permitted to be any solid material. ducts provide combustion air to open combustion fuel-buming appliances,the 17. Lighting: Not less than 75 percent of the lamps in permanently installed lighting appliances and combustion air opening shall be located outside the building fixtures shall be high-efficacy lamps or not less than 90 percent of the permanently Space around exterior window/door thermal envelope or enclosed in a room, isolated from inside the thermal installed lighting fixtures shall contain only high-efficacy lamps. Exception: A duct jambs required 7. Attic and Crawl Space Access Hatches and Doors: Access doors from conditioned envelope. Such rooms shall be sealed and insulated in accordance with the air leakage test shall not be required where ducts and air handlers are located spaces to unconditioned spaces such as attics and crawl spaces shall be Penetrations around all pipes,vents low expansion spray envelope requirements of Table N1102.1.2,where the walls,floors and ceilings entirely within the building thermal envelope. A written report of the results of the .� weatherstripped and insulated to a level equivalent to the insulation on the ducts,wires throughout ceiling and foam fire caulk-136 by ASTM E136 tested P"k surrounding surfaces.Access shall be provided to all equipment that prevents shall meet a minimum of the basement wall R-value requirement.The door into test shall be signed by the party conducting the test and provided to the code floor levels 1 T S E damaging or compressing the insulation.Awood-framed or equivalent baffle or official. Everkem or equal the room shall be fully gasketed and any water lines and ducts in the room o retainer is required to be provided when loose-fill insulation is installed,the purpose insulated in accordance with Section N1103.The combustion air duct shall be re which is a iced to the to vidE ll from spilling Into the tion space when the attic insulated where it passes through the conditioned space to a minimum of R-8. 18. Building framing cavities shall not be used as ducts or plenums. Typical Roof R-21 Closed Cell access is opened, and to provide a permanent means of maintaining the installed (2mx10"R. upper 7 per 1" o� 3' Spray Foam 19. Mechanical System piping insulation shall be capable of carrying fluids above 105° - 1 A Unvented Attic R-Value of the loose-fill insulation. F or below 55°F with a minimum of R-3 insulation. U Fiberglass lower R-21 5-1/2" Batts TYPICAL INSULATION DETAILS m Window / Door Type (U) Factor S.H.G.C. Remarks Dates L. 0 Double Hung Windows 0.28 0.18 0 9/18/23 Issued to Building Dept. 0 Casement Windows 0.26 0.19 '< to Awning Windows 0.26 0.19 0 Hinged Doors 0.29 0.14 't 3 . Sliding Doors 0.29 0.15 )z"rigid insulation or ,, u a plywood backer N/A N/A between each rafter Skylights typical ceiling insulation (see insulation schedule) If Air Barrier Sealing is required, refer to air barrier& installation schedule below. ; ,: No. Date Description - See Typical Insulation Details, same sheet I� Z Project flat ceiling might occur(see plan) AIR BARRIER & INSULATION INSTALLATION { SCHEDULE: Table N1102.4.1.1 (402.4.1.1) Proposed 3n z Component Air Barrier Criteria Insulation Installation Criteria 4 Residence typical exterior wall insulation ?:. A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall not be used as a sealing material. (see insulation schedule) General Requirements The exterior thermal envelope contains a continuous air barrier. 3�X Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceiling/soffit shall be aligned with air For insulation and an gaps in the air barrier sealed. ,� y g p barrier. typical second floor #? : typical siding system insulation (see Ceiling/Attic Insulation schedule) ��;' Access openings, drop down stairs or knee wall doors to unconditionedPhil & � ,r attic spaces shall be sealed. second floor plywood sheathing The junction of the foundation sill plate shall be sealed. Cavities within comers and headers of frame walls shall be insulated - --- -- --- - The junction of the top plate and the top of exterior walls shall be by completely filling the cavity with a material having having a thermal Debra sealed. resistance of R-3 per inch minimum. {$ Walls Knee walls shall be sealed. ' The junction of every stud,top plate&shoe plate to exterior sheathing Exterior thermal envelope insulation for framed walls shall be installed Rybecky perimeter rim'oist around shall be continuously sealed in substantial contact and continuous alignment with the air barrier. Alsecond floor(see insulation schedule) 1065 Fleetwood Road t> , Windows, skylights The space between window/door jambs and framing,and and doors skylights and framing shall be sealed. Southold, NY t,< Rim Joists Rim joists shall include the air barrier. Rim joists shall be insulated. Jurisdiction The air barrier shall be insulated at any Floor framing cavity insulation shall be installed to maintain permanent typical exterior wall insulation r;.;- Floors including g exposed edge of insulation. contact with the underside of subfloor decking, or floor framing cavity Town Of Southold Yp ,.r insulation shall be permitted to be in contact with the top side of (see insulation schedule) # f. above garage and sheathing, or continuous insulation installed on the underside of floor Suffolk County cantilevered floors framing; and extends from the bottom to the top of all perimeter floor framing members. Exposed earth in unvented crawl spaces shall be covered with a Class I Where provided instead of floor insulation, insulation shall be Drawn By: Crawls ace walls vapor retarder with overlapping joints taped. permanentle attached to the crawls ace walls. typical first floors stem insulation typical exterior p y p M.D.MD y ; wall Insulation (see insulation schedule) (see insulation Checked By: ;., schedule) Duct shafts, utility penetrations, and flue shafts opening to exterior or f? Shafts, penetrations unconditioned space shall be sealed. M.A.M. ct . r first floor ----_-_---- - - _ -__ Batts In narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on Installation readily conforms to the available Job No. > - Narrow Cavities cavity space. 2130 Air sealing shall be provided between the garage and conditioned Sheet Title }; . perimeter rimjoist Garage Separation K11 throughout first floor spaces. Energy Notes (see insulation schedule) g Recessed lighting Recessed light fixtures installed in the building thermal envelope shall Recessed light fixtures installed in the building thermal envelope shall r be sealed to the drywall. be air tight and IC rated. ' Batt insulation shall be cut neatly to fit around wiring and plumbing in - Insulation Seh. { Plumbing and wiring exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. - Insulation Details typical cellar perimeter The air barrier installed at exterior walls adjacent to showers and tubs Exterior walls adjacent to showers and tubs shall be insulated. wall insulation .:;{ : 1 1 (see insulation sch.) grade Shower/tub on exterior wall shall seperate them from the showers and tubs. - ... i Electrical/phone box on The air barrier shall be installed behind electrical or communication ' exterior walls boxes or air-sealed boxes shall be installed. Sheet Number : HVAC register boots HVAC register boots that penetrate building thermal envelope shall be Typical Insulation Detail sealed to the subfloor or drywall. When required to be sealed, concealed fire sprinklers shall only be sealed in a manner that is recommended by the manufacturer. 1-1/2" = 1 '-O" Concealed Sprinklers Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. OF TRAPS FOR PLUMBING FIXTURES: Gutters Exterior Trim Boards Flashing INTERIOR DOOR SCHEDULE EXTERIOR DOOR/WINDOW SCHEDULE EXTERIOR DOORMINDOW SCHEDULE P3201.7 _T Plumbing Fixture Trap Size All Gutters are to be 6"half round w/hangers.All Leaders Material For all Horizontal Wall to Roof Intersections, Size Remarks Model# Remarks Model# Remarks g Install Aluminum Coil Flashing. �(with or without shower head 1-1/2" (downspouts)are to be round aluminum. Connect each leader All Exterior Trim Boards are to be'Versatex or equal. 9• .:. whirlpool without bowerments) to underground piping to new drywell. Color to be selected. For all Sloped Wall to Roof Intersections, FIRST FLOOR SECOND FLOOR CELLAR LEVEL Installation Install Aluminum Step Flashing. ' 1-1/4" Install as per manufacturer specifications: All Window Drip Caps to be Aluminum 1 30"x84" swing door 201 O AAN3020 C01 FWHID60611APLR s washer standpipe 2" -Install 2 fasteners per every framing member for trim All chimney flashing to be copper. Isher(on separate trap) 1-1/2" Typical Siding O 24 x84" swing door 202 ADH3244 CO2 ADH3250 egress yp g board applications. O -Install over flat, solid substrate. )rain 2 Nantunket Grade'Maibec' 16"White Cedar Traditional Shingles -All Joints are to be Glued with'Versatex'adhesive O 24"x84" swing door �i...� M i i Sink(on or two traps,with or withoutinstalled as per the manufacturer's specifications over Henry -Utilize 316 grade stainless steel fasteners where Typical Roofing 203 ADH3244 CO3 ADH3250 egress fisher and food waste disposer) 1-1/2 Blueskin VP-100 air barrier membrane necessary ® 30"x84" swing door C over plywood sheathing (see sheet G-1) -Cortex screw and plus fasterners for all fascia, rake,frieze y Tub 1-1/2" and window trim. Architectural Asphalt Roof Shingles O 24"x84" swing door 204 ADH3250 egress C04 ADH3250 egress ry 1-1/4" Exposure: t5"Exposure To The Weather to be selected over /krch i c 'GAF'deck armour, continuously wrap up all adjacent © 30"x84" swing door 205 ADH3250 egress FIRST FLOOR r(based on the total flow rate through Finish: Solid body stain, 2 coats color to be selected Typical Sizes: wall surfaces a min. of 12" rheads and bodysprays) Fasteners:Attachment for each shingle shall be held in place 28"x84" swing door ADH3260 egress ADH2O34 temp. glass•Fascia Board-1"x8"fascia board over plywood sheathing(see sheet G-1) 21 Main Street Stony Brook NY 11790 O 206 te: by two hot-dipped zinc-coated, stainless steel, or aluminum •Rake Board-'Versatex'imperial rake moulding (#VERIR01) Eave Protection: Install (1) Layer of Ice&Watershield n and less 1-1/2" nails or staples. 9 enough The Fasteners shall be lon h to over 1"x8"rake board (self-adhering polymer modified bitumen sheet)from the $ double 24"x84" double swing door phone. 631 686-6585 101 9 oar tan 5.7 gpm up to 12.3 gprri 2„ penetrate the sheathing by a min. of 1/2"and shall not be •Frieze Board under eave-Versatex'rams crown (#VERRC01) eaves edge to a point at least 24"inside the exterior wall 207 ADH3260 egress 102 ADH2O34 temp. glass fax. 631 686-6786 tan 12.3 gpm up to 25.8 gpl'n 3„ overdriven. Staples shall not be less than 16 gage and shall over 1"x8"over%4'pack-out first floor „ 3/4 hr.fire rated swing door p 9 9 ( ) line of the building. 9 30'x84 with self closer to be selected email. MMacrina@MMArchitectAlA.com tan 25.8 gpm up to 55.6 gpim 4" have a crown width of not less than 7/16", and the crown of the egress web. MMArchitectAIA.com .Frieze Board under eave- Versatex rams crown (#VERRC01) 208 ADH3260 9 103 ADH2O34 staples shall be parallel with the butt of the shingle. over 1"x6"over 5/"pack-out(second floor) Low Sloped Roof Protection(2:12 to 4:12 pitch): Install SECOND FLOOR These plans are an instrument c service and are (1) layer of ice&watershield over the plywood sheathing Frieze Board under rake-'Versatex'rams crown #VERRC01 the exclusive property of the architect. •F Installation:The Bottom Course shall be Doubled. (#VERRC01) instead of the 30#felt paper. 10 double 24"x84" double swing door 209 ADH3250 egress 104 AAN2020 Infringements of the concepts and design ideas over 1"x6"over 5/"pack-out presented on these drawings shall be prosecuted Fasteners:All Fasteners are to be corrosion-resistant with to the fullest extent of the law. Copyright 2022: •Window Casing&Sill (see detail same sheet) g ) 11 30"x84" swing door 210 ADH3250 egress 105 16"x84"sidelite tem lass, mulled to door#106 Michael Macrina Architect, pc. All rights reserved, a minimum penetration of 3/4' Into the sheathing. Use(6 p g no part of the plans may be reproduced without Soffit-'Versatex'Yz"x 6"beadboard soffit fasteners for each shingle. the expressed written consent of the architect. Alum. drip cap flashing PORCH CEILINGS • 12 30"x84" swing door tem lass color to match trim color -run parallel to house under all flat eaves Ventilation 211 AAN3020 P. g 106 36"x84"swing door swing door to be selected -run perpendicular to house under all sloped rake overhangs -Unvented 13 24"x84" swing door 'Versatex'drip cap • 'Versatex'Y4'x 512"V-groove(WPH)canvas series. 212 AAN2020 107 16"x84"sidelite temp.glass, mulled to door#106 Drawing Status Color:to be selected 14 28"x84" swing door -5/4"x4"head casing—� 15 30"x84" swing door 213 AAN2020 108 AAN2020 7= 3"0 vent thru roof 16 24"x84" swing door 214 AAN2020 109 ACW1830 Roof (typ. all vents) J 7�2 .ERoof "% E R IPPIA T S E T fixed shutters with O " g decorative hinge 17 30 x84' swing door 215 ADH3250 egress 110 ADH3250 hardware Bathroom #3 3"0 vent Bathroom #4 18 30"x84" swing door I` 216 ADH3250 egress 111 ADH3250 T_-- 5/4"x4"side casing I1-__` 19 30"x84" swing door 3„0 r 217 ADH2634 temp. glass 112 ADH3250 vent I ( l-3"� 1 32"x84" swing door Vinyl Board &Batten ( iYz„� vent 1 vent vent 1 218 FWGD80611 L temp. glass 18'-0”wide x 8'-0"tall Clo a canyon ridge ultra rain collection Shutters 2"0� vent I 1 1 1 2"m CELLAR LEVEL O 113 Clopay Y 9 1 � overhead garage door design#13 w/SQ�4,insulated window color-to be selected vent 1 vent design walnut finish..High lift tracks to be as with'S'holdback& i Lay. Lay. e i e Lav ( 21 30"x84" swing door 219 APW5050 with 2Y4'wide bottom muntin to tight to ceiling as possible. Dates simulate a double huh _16"_ fixed hinge hardware W.C. W.C. 1 9 Lift Master 8500W wall mounted electric 3"0 vent thru roof I I I „ P Y keylessentry 9/18/23 Issued to Building Dept. (typ. all vents) E Shower I Shower 30 x84' swing door 220 ADH3250 egress pad.Contractor to consult withclient prior to Roof J L Sec. Floor ordering. overlap shutters 23 30"x84" swing door 1"over casing 2"0 2.0 221 ADH3250 egress " fiberglass swing door to be waste 2"0 2"0 114 36 x84 swing door selected waste 3"0 ( 3"0 erste waste 24 30"x84" swing door Bathroom #2 „ Powder waste waste waste 3"0 vent 222 ADH3250 egress 115 ADH3234 Room Kitchen 1 decorative � ��,. La� PLUMBING NOTES 223 ADH3250 egress 116 ADH2O48 'S'-holdbacks �'� 1 1 -- Versatex historic r 3-0-4 1 �_3"0 1 1 vent I Sill (VERHSS02) ( lY"0-j vent I ( 1 vent 4--%"0 2„0 r2-0-4 1 1--2"0 -1ress 224 2"0-j ADH3250 9 117 ADH2O48 e vent I 1 1 1 1 vent vent 1 1 vent 1 air 1. All plumbing work to be installed in strict accordance with the Typical V1/i n d ow vent 1 i I 1 I 7% 0 Sink SinkI I (Sink I break 2020 Residential Code of NYS and local codes. ATTIC LEVEL 118 ADH2O48 Trim & Shutter Detail i Lay. b 1 i 1 o Lay. wasteT 1 2. All Soil Plumbing Lines which need to run Perpendicular to Floor W.C. W.C. ( Joists shall be located as close as possible to center joist span to A01 ACW1820 stationary 119 FWGD111080-4 temp,glass No. Date Description �■ I 1 0•W maintain structural integrity of joists. Refer to the framing section 3/4"' = 1 '-O" Shower I W.M. of this sheet. First Flr. 1 First Flr. A02 ACW1820 stationary 120 ADH3260 Project V1 F 3. Materials for water supply and distribution systems, per tables 2"0 1 20 " C.O. rade P2906.4, P2906.5 and P2906.6 of the 2020 Residential Code of 121 ADH3260 with 2%"wide bottom muntin to Proposed 2"0 2"0 2"0 1 2"0 2 0 9 NYS. simulate a double hung foundation below waste waste 3"0 3"0 waste waste waste waste waste waste 1 waste Exterior Window and Door Specifications O with 2Y4'wide bottom muntin to Residence Bathroom #1 3"0 waste 4. Materials for drains,waste. and vents, per tables P3002.1(1), 122 APW5060 simulate a double hung \ To Approved P3002.2(2), P3002.2 and P3002.3 of the 2020 Residential Code �'r \ 3"0 Waste Sanitary of NYS. All double hung windows are to be Andersen'A'Series unless noted 3„0� C.O. 1 4” pitch 4"0 Waste System otherwise in schedule. 123 ADH3260 lh"0-1 vent 1 \ 1/4" pitch 5. All exterior hose bibbs are to be frost-proof type. vent 1 1 -Low-E4 smart sun with insulated glass. 124 ADH3260 vent 1 6. In areas prone to flooding, drainage,waste and vent systems shall -Exterior color to be white. garage door 1 Lay. 1 j 4" dia. cast iron be located and installed to prevent infiltration of floodwaters into -Full divided lite grilles with spacer bar as per elevations(7/8"). For 1 pipe through the systems and discharges from the systems into floodwaters. 125 ADH3250 egress I W C i 3 0 waste foundation -Insect screens. i weather stripping Shower 7. In areas prone to flooding,vents shall be located at or above the -Window hardware color to be selected.2 6 Cellar Cellar design flood elevation. -Interior color to be birch bark white. 126 ADH3250 egressPhil - - - E-1/2"x2"'Versatex'trim — - - -Door hardware to be selected. I 8. All plumbing fixtures to be installed as per Chapter 27 of the 2020 127 ADH3250 egress Residential Code of NYS. > YZ„ 2"0ast3"0 Debra waste waste waste 3"0 waste I 128 ADH3250 egress Y4"overlap waste 9. 9.Vents: V V E/\r door opening O ejector Roof Extension (sect. P3103.1) Oen vent pipes that extend R b e C k plywood ,y" 3"0 Waste pump P P p sheathing „ ” through a roof shall be terminated not less than 6 inches above 129 ADH2O34 tem lass 1 5/4 x6 Versatex'jamb l/4" pitch p g / shim to be ripped to size the roof or 6"above the anticipated snow accumilation,whichever 1065 Fleetwood Road space (overlap trim 1/4") is greater.Where a roof is to be used for assembly, as a - --- promenade,observation deck or sunbathing deck or for similar Southold, NY Plumber Riser Diagram purposes, open vent pipes shall terminate not less than 7 feet above the roof. typical siding 1/4"reveal Not to scale Frost Closure (sect. P3103.2) Vent extensions through a roof or Jurisdiction 5/4"x4"'Versatex'casing wall, shall be not less than 3 inches in diameter.Any increase in the size of the vent shall be made not less than 1 foot inside the Town of Southold Typical Garage a thermal envelope of the building. QD boor Jamb Detail 10. For trap sizes, see table P3201.7 on plumbing riser diagram Suffolk County Exterior caulking (typical) Drawn B 5/4"x 4' exterior trim y board cut to sizeM D ,q' c Exterior Typical exterior sheathing Schluter Kerdi-Line linear or center drain assembly(to be Side Cover window flan a with Checked B decided b owner drain cover to be selected b owner Install Schluter-Kerdi DS waterproofing g y M.A.M. t Y ) Y soft flashin membrane on all three sides of curb Schluter-Kerdi Kers-B F9 reformed, seamless P line of sill below __ -- - comers as required for ^r, Install Schluter-Kerdi DS waterproofing --- <« { membrane flashing around drain flange I- wall to floor intersections Double 2"x Job No. i. f Gyp. Board structural f'r l'2 fir•,. 2130 � + 1/2"cement board Porcelain tile over thinset mortar over- I stone cap locate transition under (see sheet G-1) 6" P ost see at all shower walls Schluter-Kerdi DS waterproofing membrane over I ' door slab in the closed unless noted plan) Casingto be selected I 1 -thin set mortar over JJY; I Tile Floor postition as shown otherwise on plan Sheet Title Install Schluter-Kerdi DS -Schluter-Kerdi pre-sloped shower tray over ------------- on floor plan 1/4"reveal waterproofing membrane -thinset mortar over Schluter-Ditra-XL uncoupling ' (typical) Wrap structure on walls to ceiling -plywood subfloor/concrete slab 2 4 Y membrane over thin set mortar / ' / /� with soft SCI e uIeS Tile Woodfor to over Schluter-Kerdi DS T` -- 777 c4 c� flashing Prwaterproofing membrane = -. ___ - installation to is ' 1"x Flat Poplar to bewindow ■catch screen 2 4 � primed and painted i Interior De -4 Align ��4 - Shim Space } . , X - Plumber Riser - - 1° line of stool below - Exterior Specs. Install Schluter-Kerdi-Band corners „ insulation in thinset at wall to floor base as per Interior Rough Opening 1x6 Poplar Flat Trim Board tripped 3/4"plywood subfloor/conc.slab Typical ca I F I o o r (see plan) Side to size (primed and painted) manufacturer's specifications yp Am Typ. Door J a m b From Sheet Number Typical shower an & curb detail Transition to Tile Typ. Cased Opening Dtl. Perpendicular Wall Typical Stud Pocket Detail Y� p 4,;,L. 3" = 1 '-O" ��---- -- :, r, F. N - ------jr ___ __ __ _ ____ ------- -- ----- ------ -- H ---- -------rF; �I d DEMOLITION NOTE --- xistin railin/to b �, - existing staircase to be g q� li Remove entire structure above including all roof __- removed and replaced /removed and replaced ---,----- T------ d ------ ----- ------ -- �Y-- ------ ------ - -- rafters, ceiling joists framed walls, floor joists anIn axis ovation / ting ----- / .�'. /Il I I II I; I I1 / 1 1 I 1 1 1 / 11 ' -- - ---- -------:'----=-1----- ----- --- 1 1 I I L/ i 1 ' 11 t---- ----- ------' --- -------'----- -- --'<_ ------ - -- -- - Y- ----- �Y i P ---------- ,. . •, ill lat 1�� -�----- . s e Existing foundation wall and footing to remain ' 1��11I��((�-]] ■■�, n .-a �! ' H where shown on demo plans. / I y. w ----------------------------- ` r===-____-------' - --'---i- - I I 1 I I 1 I --- 1 , -_ - ------- ----- FH -- --- P�rchitoct �' \ j /,\ sa cut J r 4 --- ______________________ ___ foundation � XIS Ing 21 Main Street Stony Brook NY 11790 r------- --- - ----------------- ,------- - ----- -------, I U ncov ed I \ I r -------, I line represents -------------•------------, ; ; ! Deck/ / phone. 631 686-6585 '; /i ------- ------- - �______=====1=====---= -- -------- ;; fax. 631 686-6786 1 location of new -o � �� -- =T� �______===-=T----------- K 1 r, existing --------- -� ---------- ------------------ -----------�---------, ' L foundation wall >I I ; E (to be removed / -' foundation wall " I / / email. MMacrina@MMArchitectAIA.com 'L� -- (see fnd. plan) o / rid re aced in E to remain ------------° , ; ,�" Proposed ; existing location)/ web. MMArchitectAIA.com remove --------- ---------- i L � These plans are an instrument of service and are / y i the exclusive property of the architect. ex. boiler o I , J Deck Addition / --� / ; Infringements of the concepts and design ideas presented on these drawings shall be prosecuted I to the fullest extent of the law. Copyright 2022: Existing ___________----; ! i S2W cut fl 1 , i __1 G ; Michael Macrina Architect, pc. All rights reserved, foundation 3 ; , ; 1 T _ , q j no part of the plans may be reproduced without I existing o 11 , 1 1 f q , I I , f ; the expressed written consent of the architect. foundation wall Garage x I ;� ------ ---------- -- - _�------ -- ------ ------- -------�-- l-- - ----f-----1 1 --y�----_-===-7Y==-= _=_____ ------ ---------- -------------uC==========-------- - - C-====__________�------------------, 1 1 -_ ----- ---- i I to remain =J zs------------------ 1 ' �J j line represents ; ` location of new 1. ; ; Drawing Status 4 FJ_ K ul % 1 --------- ------ J F - y / i j exterior wall I1 FF ----- ---i ; 1 E i ' --- --- 1� i ✓' � � (see floor plan) I ,-- III I ex. HWH F ----- - F-, 1 I 1 1 , I q J ` 1 1 1I I ,I ; I 1 � 111 L�_�I d-----J � � ex. low beam to be removed ; Existing ; ; - 'l ; Existing - - - - - --- - - - - - 1 ------ ---- ----- -__, L----------- ---------- Great Room Kitchen P FS E 1 , I --__�_J i 1 q IIII I (v= F ' ------------------------------ ; ° 11 1 1 ex- E.P.to be ' 1 relocated to new -- -- -------ry Remove e - I; ; F L=====__=====t, r �t�-_= T1 entire structure including all roof �n 1 ---- -/ L nrl I I 1 , I fnd.wall 4t �; , ------- nn - E �� F= '____ ___#� rafters ceiling joists framed walls floor foists I 'k--� " Existing L—�;a - I ,- J L__ III ex E.M.E M �' �'" ; ;------ - -- nn 1 r T___________T__, 1 :1 I J ..II I ; F,----------;;;n----------- ----------,�, r; `'':, and sill plate. I I --- I ` -------------- II, 11 I I RecreationL------ - - 1 1111 I 1111 Existing foundation 1111 .I I 1 1 II fi q 1111 I > I ; ,, 1111 , 11 I 1 1 . I ,� ' � x I I II t---------; -_ r----------�; Existing ; I 111; q II ; existing staircase, A is ingwall and footing to remain ______" : --- 11111 I g E I I U I J/J1 i 1 g --- - • m �_� „ ; landing and railing to be 1 , I ICU , Unfinished ' - ����' '���_ ; here shown on demo plans. - --� ' I; ' ' `�- Room removed completely W p 1 III % L , , Dates .� ____________________ -_ U L - J I l I ; E= existing I;+. - ---------------------------------------- ------------- --------- --------------•------------------ H I Cellar o ; c==== Existing I ; foundation wall , ,r�' -- - --- ----- - ---- --------------------------------------------}; r----------------------------- ----- --- -----------J I ..I ; ; , , I ' _—_—_— ��� -- " - ' k� Issued to Building Dept. E Bathroom #1 to remain _I ___— _- L_,I ;; I ' J 1 I I ,````� _ _ t11 A --------------- , I , I kl 11 1 B 1 rJ _�__ 11 __ ' ' II ; X '1, L�1 '� T____________ __ _ 1 ' I I _____�c-__T , r'I j , Proposed I' '-,� °l� ----- ----- 1� 1 ' L J -------------------- J 1F\ I I ex. 1 1 1 ^ . 11 ex. Cellar L-------- ------ I " linen , 1 ' ------ I�====_____ _ I o--_--------,,, 1L___________J1 f� \ ;; I linen 1 ------ --- �_____________�------------------------------ ------ ---------- ' L - - - — - ---- ------ ------ -- _______ _ _ _______ I ------------ 1 I . -------------- �1 I L i ; t I i � ��-------------------- --- q� - q� li Existing ; i - Existing --- , ' Existing ! ' ! ' Bathroom ` I�, 1 I !� � Bedroom #1 F=====_______'J ; ; , , 1 ; 't====--------a Bedroom #2 ; 1 1 I , 1 1 ; I I o; I , I 1 1 ; #2 _JI'1 f n 1 H __ ------- I 1 1 o;•�, -� Proposed I i I ip{ ' 1 ------------- N I i I---------------------------------� o 10 o Cellar ,� I ! Proposed ! R o ! ( - ; , o No. Date Description 11 - --- El I rf-----__-----i I ' � Proposed j t------------1 1 � ; �---------� Project ! Unexcavated -------T-------------------------� I }, ; , 1 1 I I 1 1 1 1 I I � I 1 ! for porch I j 1 Addition ------ � �---------� ------------- ; �-------- ------------------------ ---------------------- 1 I I I ---------- -------------- Jr_____ u-------------------------------------- ------- —-------------------------------------------- ===========u- 1 I 1 j ------------------------ -------------------------------- -------' ---------------------------------�-------------------------------� ��� i ---__---------�--------------------------�-------------------------�-__---------� Proposed ' Residence I I 1 1 I 1 I Proposed !------------------ i I I--------------------------------� Addition ! I Demo Foundation Plan ! i Proposed ! I I /4•' _ , •-o•• Covered Porch -------------------------------- I -�' For plan north I I I Addition I j --------------------------------L------------------------------- IPhil & i Proposed I I Debra Unexcavated 1 for garage ! ! ! Demo First Floor Plan ! Rybecky I I I 1065 Fleetwood Road plan north j ' I ! Southold, NY I I ! I ! ! ! Proposed ! Jurisdiction ! Garage ! Addition i Town of Southold Suffolk County 1 I I ! I ! DRAWING REFERENCE NOTES ! I-----------------------------------------------------� I ( Drawn By: GENERAL DEMOLITION NOTESr"r�- = r q existing window/door/skylight to be removed ! ! M.D. Checked By: t' "� 1. Demolition work shall be done in strict conformance with local, state (� remove existing plumbing fixtures ( I l;J r and federal regulations, including all permits and utility cut-offs. 1 I M.A.M. a- I� remove existing w.m./dryer 2. The Contractor shall at all times provide protection against weather L;J I Job No. f` 128" rain wind storms, frost or heat so as to maintain all work, materials __, existing staircase to be removed I equipment and fixtures free from damages. Repair any damage to 2130 property of the Owner/Client which is to remain in use, or that of any LEGENDperson, or persons on or off the site caused by the demolition work (� remove existing framed walls as shown i i Sheet Title without additional expense to the owner. L-J Existing To Be Removed --------------- 3. Provide all necessary temporary supports as may be required to � existing columns to be removed Demo Floor Plans shore all existing structures prior to the installation of new structural Existing Walls to Remain elements required by the demolition work shown hereon. existing floor joists to be removed LJ 4. Any and all conditions not shown hereon and uncovered in the field existing foundation wall to be removed for new Existing load bearing wall tot ILl11Il shall be brought to the attention of the Architect immediately, prior to I I addition (see foundation plan) removed(temporarily support any action involving same. structure above prior to removal) (� remove existing p.c. slab as show 5. All existing elements to remain, shall be protected during demolition. Ifl u" existing single sill plate to be removed along Area to be removed x 6. All existing ductwork, electrical equipment, etc. in areas to be existing foundation wall Sheet Number demolished shall be protected and relocated as required according to _____ field conditions. nK remove existing fireplace and fireplace Area of new addition r � �J foundation wall completely 7. Provide dust-tight partitions between areas where demolition work is � remove all kitchen cabinets and appliances L_----� being performed and areas which are finished or in use. L Solid Cover(Traffic Bearg) Grade 4" dia. ZONING CALCULATIONS : STORM WATER I 1 6 1211 min SDR-3524" max deeded lot area (to tie line) 25,285 sf(0.58 acres) RUN-OFF CALCULATIONS : pi Sewer Pipe Traffic Bearg Dome tched at landward to wetlands 16,854 sf( )0.38 acres 1/8" per foot ® ® Zone: R-40 (non conforming lot) minimum 4,000 psi Reinforced HOUSE ROOF RUN-OFF: DRIVEWAY RUN-OFF: ER DEA Conc. Rings (typ) ® ® ® ® ® ® ® -A x Setbacks: • Run-off Factor= 1.0 9 Run-off Factor= 1.0 h --a C� I • Rainfall=2" (.17') e Rainfall =2" (.17' ) Wrap drywell with 10 M M 5�]D fiz� El� El EII T-0" min. Collar Principal Building M i landscape fabric DEEI CHI M [E=l I - , I front = 50 ft (40 ft as per sect. 280-124(B)) • Roof Area =2,285 sf 9 Driveway Area = 1,410 sf Backfill w/Clean side (min.) = 15 ft 1 19 M 0=0 DE4 LEI 7ET Sand r i n -ra • Pavilion Area = 156 sf I ® ® 0721 ELA F-1 Eq & Gravel side (total) = 35 ft NA- . 9 Volume Required m m m ® ® ® •Volume Required (rainfall) (area) (run-off factor) In ® ® ® ® FA FrA E=^,�S-F C� FZFEFEK rear= 50 ft 24" min Arch itillact (rainfall) (;area) (run-off factor) .17' x 1,410 sf x 1.0 = 240 cu.ft. L-------------- e Total Lot Coverage: (landward to wetlands) .17' x 2,441 sf x 1.0 = 415 cu.ft. * Drywell Required = T:_Ground Water (EUGENES CREEK) (UNDERWATER LAND) 20% max. lot coverage allowed 21 Main Street Stony Brook NY 11790 • Drywell Required = 8 ft. dia. Drywell Ring =42.24 cu. ft. per foot of height 16,854 sf x 20% = 3,371 sf 8 ft. dia. Drywell Ring =42.24 cu.ft. per foot of height 240 cu.ft./42.24 cu.ft. per foot of height 5.7 ft. Typical Drywell Detail (max. allowed total coverage) phone. 631 686-6585 ex.wood fax. 631 686-6786 415 cu.ft. /42.24 cu.ft. per foot of height= 9.8 ft. * Provide: nc3t tc:ip bulkhead email. MMacrina@MMArchitectAIA.com • Provide: (1)8 ft dia.x 8fl:tall drywell ring (DW#4) TIE LINE N a LOT COVERAGE CALCULATIONS web. MMArchitectAIA.com (2)8 ft dia. x 2ft tall drywell rings (DW#1 &#2) rear yard Low Tide Line el 3. landward to wetlands These plans are an instrument of service and are (1)8 ft dia. x 8ft tall drywell rings (DW#3)under driveway ex.floating the exclusive property of the architect. el 2.5 wood dock (area = 16,854 SF) Infringements of the concepts and design ideas presented on these drawings shall be prosecuted (6'x 20') to the fullest extent of the low. Copyright 2022: Michael Mocrina Architect, pc. All rights reserved, Clean sandy backfill EXISTING PROPOSED TOTAL no part of the plans may be reproduced without 6"topsoil layer compacted in 12"lifts 110 13.3 the expressed written consent of the architect. varies from Area seaward of the wetland line Waters Edge _ '��/ el. 7.0 to 11.5 -- is to be a non-disturbance buffer June 4, 2020 ex.wood HOUSE 1,154 SF 361 SF 1,515 SF III I I typical where shown el 3.4 ramp Drawing Status 6"x6" pressure treated with blue hatch tie wall with 1/4"wall batter GARAGE 644 SF 644 SF High Tide set cribbing down (1)tie &bury(2)full tie courses 0 Line proposed Oft wide permeable 0 FRONT sand path leading from stairs to COVERED 126 SF 126 SF 00 0 proposed non-turf buffer with boardwalk ex.wood -T� PORCH native, non-fertilizer boardwalk E Line of Wetlands el 80 dependent vegetation 6"x6"pressure treated Flagged by CES tie cribbing typical where shown ERN41T SE W set 42"deep with deadmen 4) with pink hatch 2020 spaced at 8'-0"oc max. 0 prop.trench drain to be - el 3.0 WOOD DECK 409 SF 138 SF 547 SF 12 + proposed removal of existing varies from piped to drywell#1 is,9+ x el. 5.0 to 10.0 i�n turf grass, proposed native & STEPS C14 C� plantings 0) el. 14.0 TW=4.6 BW=7.0 �cD -1 TW=5.Ocv ',t existing concrete v SIDE DECK 50 SF MINUS 0 SF n BW=7.0 to be removed existing wood retaining wall / 0 existing wood retaining to be replaced in like kind CID walls to be replaced & STEPS 50 SF due to decay(see detail) 1.5 do, A ell Dates x cb retaining walls to be planted existing wood retaining walls CD 'D with native, non fertilizer to be replaced in kind, in place, 1 ) 1. 9.0 PAVILION 0 SF 0 SF existing concrete walk V dependent vegetation to be tiered. No wall to have 9/18/23 Issued to Building Dept. OVER EX. One tree is native, on to be removed //yy�� more than 3'exposure C) 42" non-native, but both will be lz$ (see section) f4) DECK replaced 1:1 with native deep cribbing x X el. 6.5 q\1 OUTDOOR species Deck X 0 SF 0 SF Proposed BW=1 .0 atio on qrad6 -pier 1. Limit of clearing grading KITCHEN IF �T.5- ., iine_ (10,125 sf) Existing Existing tree to be removed N OVER EX. 7.0' 0 and replaced 1:1 with Install Silt Fencing Erosion Control Wood Retaining Wall Detail- ex.foun n along these limits Rear Retaining DECK native hardwood x O/Z Propose rpuvil�a to remain Payfon /0 Two Sto over ex. Cb x Deck stepping Additi6n Proposed Wall Section stones w N over living TOTALS 1,613 SF 1,219 SF 2,832 SF space Frame el. 20 40%spa Two-Story r1o* & Cie 9.6 % 7.2 % 16.8 % Dwelling 0 or 1/4" existing asphalt ke ng) betwe Dwelling over kitchen, public water x to be removed 7el..12. Existing Found'n existing pa patio 100 - 137 -4 - 23 (existing) to be remove �ia FIFE = 17.2 el. 13.0 prop. septic system ex.found'n el.14.0 41 945 Fleetwood Road designed by others / / pos to remain catch basin under shower proposed wood retaining No. Date Description JL- C existing outdoor shower walls PROPOSED NON-TURF BUFFER WITH NATIVE, \4�/- .> /- / t e .0 --f -�/<' ,/, Par el- units NON-FERTILIZER DEPENDENT VEGETATION TO e1. 12.0 el.13.0 90 to be rebuilt over thru flow Project 1b decking (43% porosity) -ropose 121 "d- BE PLANTED WITH THE FOLLOWING SPECIES: ttached x (0. (5'x 8') SITE PLAN LEGEND : existing driveway 'A 1b. x el. 9.0 to be removed Garage N 0 Frame Dwelling Proposed - SE SOL.IDAGO SEMPERVIRENS ASIDE GOLDENROD el 5.0 FFE 15.0 Indicates Property Line possible location for trees el. 14.4. - existing cesspool to be rem ed JUNICUS GERARDI - SALTMARSH RUSH 0- el. 7.0 CO as per SCDHS standards Indicates Setback Line Residence PANICUM VERGATUM - SWITCH GRASS N* AA1\ proposed aiin gafde(n/ 5r-!, prop. U rground 11 Awl SCHIZACHYRIUM SCOPARIUM - LITTLE BLUESTEIM x Pb=io e1ore&rect --#3 X electri ervice Proposed Indicates To Be Removed -------------------------- SPARTINA ALTERNIFOLIA - SMOOTH CORDGRASS rS1W1t( rrun�6ff/*' &N k44// Rear Retaining Indicates Fence ASCLEPIAS; TUBERDSA - BUTTERFLY WEED AV X Z\ Proposed prop. ga ervice Ovate n Driveway Frame For SYNAPHYOTRICHUM NOVAE -ANGLIAE - NEW ENGLAND ASTER AV fice as,/ S Pervious Gravel STH Wall Section Indicates Proposed Structure E:�-] or EfL1 VACCINIUM ANGUSTIFOLIUM - LOWBUSH BLUEBERRY per mar t I E - E Garage Dwelling 1/4" 1 .-0.. BACCHARIS HALMIFOLIA- GROUNDSEL BUSH public water Proposed drywell AV P. (solid cover below grade) DW,/ 100 - 137 -4 - 26 P hil & AV J 1%. /%9, AV 1145 Fleetwood Road Proposed drywell >" gas se as (Z�)1, "1 ��Ifv per markou three existing oak trees adjacent to (open grate to grade)property line to remain. Driveway D ebra AV TEST HOLE DATA: w O ---_�` to be redesigned around them 14 _ Proposed pool backwash drywell 1 P601�1 TEST HOLE DUG BY McDONALD GEOSCIENCE (solid cover below grade) DW"� R b e .0* 'T C y possible location for new trees Q�) A ON MAY 19,2020 �v Project Limiting Fence&Silt Fence 1065 Fleetwood Road Q:111i 13 13 E3 13 36* MIN. FENCE POST iv x 01 (14 1/2 GA. MIN., MAX. 6- MESH SPACING) 4& WOVEN WIRE FENCE Wings ot' '�01't- AV A Southold, NY WITH FILTER CLOTH OVER <w %% / I T.G. Top of Grate IV 0.5' DARK BROWN LOAM (OL) HAY BALE AV Proposed removal of(2)trees 0.51 TW Top of Wall Jurisdiction - SEE HAYBALE DETAIL 20* MIN. propsoed minimum 1:1 ratio of 2.0' SILTY SAND (SM) BW Bottom of Wall UNDISTURBED removed to planted trees Town of Southold FLOW GROUND TEMPORARY EROSION CONTROL MEASURES 2.5' Proposed Site Plan I.E. Invert Elevation Suffolk County THE SILT SCREEN AND CONSTRUCTION FENCE IS PROPOSED TO ACT ASA CLEARLY VISIBLE BARRIER DURING EXCAVATION AND CONSTRUCTION. 20 13.0' PALE BROWN FINE SAND(SP) EMBED FILTER CLOTH THIS FENCE AND THE SILT SCREEN SHALL BE REMOVED AFTER L.D. Leader Drop MIN. 8" INTO GROUND• 16* MIN. ALL EXCAVATION IS COMPLETED 0-N THE SITE. GROUND WATER 15.5' Drawn By: .v p T.D. Top of Drywell SILT FENCE TO BE INSTALL THIS IS AN ARCHITECTURAL SITE PLAN WATER IN PALE BROWN M.D. oc SEE SILT FENCE DETAIL1 5' E BASED ON INFORMATION FROM A FINE SANE(SP) Indicates Electric Service -E------E-E C4: SECTION FLOW Checked By: WOVEN WIRE FENCE SURVEY PREPARED BY : rii , (MIN. 14 1/2 GA., north 17.0' -w-w-w-w-w- -4 t' Indicates Water Service -W M.A.M. MAX. 6 MESH SPACING) 10' O.C. MAX. isa McQuilken Land Surveying A36- MIN. FENCE POSTS, -.----:AL FACE DRIVEN MIN. 16" INTO GROUND Job No. Proposed NYS DEC Lot Coverage Ca1cs Indicates Direction of Grading Pitch ------ EMBEDDING DETAIL 274 East Main St., East Islip, NY 11730 *4 )F last revision dated: June 4, 2020 lot area landward of wetlands = 16,854 sf 2130 Indicates Existing Spot Elevation +el 39.0 ANGLE FIRST STAKE TOWARD 16,854 sf x 20% = 3,371 sf max allowed coverage PREVIOUSLY LAID BALE. Sheet Title V-� HEIGHT OF FILTER Indicates Proposed Spot Elevation el. 67 This site plan was approved by description area % lot coverage 16'MIN. FLOW Site Plan //% the Town of Southold Trustees house 1,515 sf 9.0 % Indicates Stacked Stone Retaining Wall (dated 2/10/23) and NYS DEC. 8' MIN. WIRE OR NYL OUND, HAY BALES attached garage 644 s.f. 3.8 % PERSPECTIVE VIEW Indicates Proposed Landscape Screening Q 0 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY POSTS STEEL EITHER T OR UIII IIII 2 RE-BAR STEEL PICKETS, OR 2" x 2' STAKES TO FENCE POSTS WITH WIRE TIES Oft STAPLES. TYPE OR 2' HARDWOOD DRIVEN 2" INTO GROUND. front porch 126 s.f. 0.8 % Indicates Catch Basin 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY FENCE WOVEN WIRE, 14 1/2 GA. EXISTING GRADE 7:- 24" AT TOP AND MID SECTION. 6' MAX. MESH OPENING TH 3. MEN TWO SECTIONS OF FILTER CLOTH ADJOIN 11 111 111 q H ff T 3 deck, pavilion & rear steps 547 s.f. 3.2 % Indicates Test Hole/Boring EACH OTHER THEY SHALL BE OVERLAPPED BY FILTER CLOTH FILTER X, MIRAn 1OOX, I I 1=1 I 1=1 I 1=1 1=1 I & SIX INCHES AND FOLDED. STABILJNKA T140N OR 4'-6- 1�1 I I--_I I 1�1 I L�H I=- walkway, steps & lower patio 513 s.f. 3.0 % Sheet Number : 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED APPROVED EQUAL I I Limits of Clearing Grading AND MTERIAL REMOVED WHEN "BULGES" DEVELOP FRONT VIEW 19.8 % m .0 f - en <2 Z IN THEA SILT FENCE. PREFABRICATED UNIT GEOFAB, total coverage 3,345 s.f. ENVIROFENCE, OR APPROVED EQUAL Non-Turf Buffers W 1 Silt Fence Detail Hay Bale Detail (driveway is excluded because it will be apervious surface) not to rc-­-ake not to sale (stepping stones are excluded since they will have 40% open space between) Non-Disturbance Buffer PLAN KEY NOTES � Custom Shower with: fireblocking to code with mineral El -Custom tempered glass enclosure. ''4 '✓' wool(therma-fiber)or equal -Tile over thinset mortar over Schluter-Kerdi DS waterproofing Ffl nsulation (see schedule) membrane over thin set mortar over Schluter-Kerdi pre-sloped shower tray over thinset mortar over plywood subfloor to be oor joists installed by manufactures specs or other approved waterproof LL pan system (see detail sheet G-3)� mic� Secure the water supply-Triple 2"x4"curb su I riser from the shower valve to the ' i �� - r-------- ( shower head to the permanent structure. Shower to be equipped with pressure balance control valves. I I i i L -Surround to be tile over Y2"cement board. r I I I -Shower seat 16"tall x 16"dee where shown on plans). Arch 1/2 mold resistant gypsum ( P P )• I I wall board(purple board) 7T------- � 24"wide x 24"deep x 36"tall vanity with 1"filler I I I I insulation(see schedule) counter top to be selected by owner 21 Main Street Stony Brook NY 11790 ------ r-r-r-r-r-r-r- I I l i i i i i i i i 1/2"mold resistant gypsum phone. 631 686-6585 T7wall board(P u le board fax. 631 686-6786 ) FLOOR PLAN LEGEND email. MMacrina@MMArchitectAIA.com I I I I I I I I I air space to stud web. MMArchitectAIA.com --------- --------- ----------- J J J J ® ® (see plans) STRUCTURAL POST These plans are an instrument of service and are 2"x studs at 16"oc min. (2)2x6 unless noted the exclusive property of the architect. (see plan) otherwise on plans Infringements of the concepts and design ideas I �-�--r--i 02" presented on these drawings shall be prosecuted I I I i I to the fullest extent of the law. Copyright 2022: I I I NEW FRAMED WALLS �— Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without I I I I the expressed written consent of the architect. TALLER/LOWER WALL = or i i I I concrete (refer to sections)B foundation wall Drawing Status I I concrete slab floor I I I I I ABOVE SUBFLOOR A.S.F. I I I 1 I i flSOFFIT ABOVE/WALL r--1--L-J ooring 1 i existing CABINET ABOVE If I II I I I TECO=INSTALL SIMPSON STRONG ~ TIE JOIST HANGER PEr OF SET. r-4 EXHAUST FAN (min. 100 cfm to beEF❑NewTypIcaI Exterior vented to exterior) FA = Gym = Cellar Wall Detail o ne tdoor Hardwired/interconnected S.D. s ert8'-9"cig. ht. bo 1/2" = 1 '-O'■ smoke detector 3Hardwired/interconnected C.M. f21'-04" 11'-6" carbon monoxide detector C CO3 2new pier--E ier Thermostat O Dates N New (see fnd. 9/18/23 Issued to Building Dept. N� Recreation 6'-42" plan) I CO2 o Room a, floor joists S A NOTES A 1• t8'-9"cig. ht. M uxi i ------ A5.1 42 1" 1" A5.1 96"—X32 16'-7" 32 17'-102" = i aboA/Cve 1. See sheet G-2 for insulation specifications. C1 I I align this wall ; new pier(see L______J 2. Install all smoke detectors throughout home as required b with wall d fnd.plan) vent through rim g q y _ above -H - the 2020 RCNYS, sect. R314 and noted on sheet G-1. bov I - _ 3 „to vent boiler bench = -_ - 6 1 O new I I -�r_-_:----__ -_--- - - -_ - - `r '--- rallin to = 23 I A/C unit I N low beam above F� - code above 3. Install all carbon monoxide detectors throughout home as active (see fnd. plan) �o� - _ low beam above(see fid.plan) ,� required by the 2020 RCNYS and noted on sheet G-1. I1rI�tlf I1LI��I 1I.�IJ_�I_rT�IJ_- �I.T_�I1�I�I L______J = � 2'x studs at 16 oc �� •� (see plan) No. Date Description S.D. I �G,h� (i�� ex. electric meter 4. See sheet G-3 for all typical interior details p (8 ,9 ) � -H` Project C01 13'-52" 33 6'-10" I 63 54" 17'-102" gas 5. See sheet G-3 for window schedule 1• 1„ 1" i 31" new pier regulator 1/2"mold resistant 4- rn °D 52 32 I ._,�, New (see fnd. gypsum wall board Imposed 2IoO Unfinishedplan) (purple board) `r passive t8'-9"cig. ht. i' r I I m N ■ IMI I I -H Cellar LIGHT AND VENT CALCS. Residence m concrete slab floor i l v l i t8'-9"cig. ht. K, access panel ® 6"I o I I I R,9 n 1 E.P. new natural Recreation Area: 650 s.f. for septic I I I I 32 1„ gas service A _ ., clean-out 1• 63 48" 17-102 flooring B 1 3- " E.P. Light Calculations (8% min.) 1 1 2 22 52 32 �I 2 M r) align these walls co M with walls above 57 s.f. / 650 s.f. = 8.8 % light (conforms) For 1" _ 5-6 10 n 6-112 beam above _ t27-11 �-new underground f �. _ electric service to • 'llf IILI�I M o ex. utility ole Vent Calculation 4% min.New _ o '� a ector (see site plan) Typ ICaI In toriOr ° )21 o�JBathrm.#1 EF pump Phil & 41 s.f. /650 s.f. - 6.3 /° (conforms) "' center N ,4'- 7'-9 " C e I l a r W a l I D eta i t in cl The Flr. �I 1 22 2 1.C. 1/2" 1 _ . .. Debra 4i" (to be designed A 3 N M 62" New 2 by others) 317, sho 16" Unexcavated 6'-111" 50° R beck 2 ;' i. (see foundation plan) . Fleetwood1065 Road step above ---_ Southold, NY clean-out ---sfep above to grade E . ---- Jurisdiction -- ---------- C (n A5.2 Na? 3 10'-0" min. 3 y Town Of Southold 3 Suffolk County o � - I Proposed Cellar Plan - New C14 Drawn By.B CD ! . 1/4 — 1 -O Unexcavated �..� , .. _ .. M.D. �� i �-. . plan north A5.1 N (see foundation plan) Checked By: r p M.A.M. s, Job No. A5.2 E t- E 2130 A5.2 Sheet Title Cellar Plan 22'-8" D A5.2 D A5.2 Sheet Number : A 0 ------ PLAN KEY NOTES ---------------- C rB ------- Custom Shower with: A5.2 A5.1 _U -Custom tempered glass enclosure. V -Tile over thinset mortar over Schluter-Kerdi IDS waterproofing membrane over thin set mortar over Schluter-Kerdi pre-sloped shower tray over thinset mortar over plywood subfloor to be -------------- --------------------------------------------------------------------------------- installed by manufactures specs or other approved waterproof pan system(see detail sheet G-3) M iiC: hZIED� I - - --------- ±53-.51- Triple 2"x4"curb 2-------- Secure the water supply riser from the shower valve to the r n za shower head to the permanent structure. C, 14'-62- (addition) Shower to be equipped with pressure balance control valves. 6- Arch iteh ct 2 _-align w.ex.fhd.-__- Shower seat(16"tall x 16"deep where shown on plans). 7'-6" 7' 01. Surround to be the over Y2 cement board. 1-4' 5- 4 4 pos 'of --- 'of Cof windows wall below -d -windows and bedrm. ------- -and sink 21 Main Street Stony Brook NY 11790 ---------------- m See-sheet A2.4 for ___ _ _ _ _. = 3 i ! pedestal sink to be selected by owner phone. 631 686-6585 deck/porch-plan.-- 36"wide x 24"deep x 36"tall vanity with 1 filler fax. 631 686-6786 counter top to be selected by owner email. MMacrina@MMArchitectAIA.com 121 ---down 5 117 120 119 118 116 LO LO web. MMArchitectAIA.com align w. ex.frid. align w.ex.fnd.wall below wall below . . ..... ..... p shelf set 68"above finished floor These plans are an instrument of service and are and metal rod set 2"below shelf the exclusive property of the architect. I Il - Infringements of the concepts and design ideas d.w. tyD. S Ud sink presented on these drawings shall be prosecuted 122 --- r/// 2b pocket to the fullest extent of the law. Copyright 2022: 00 --- ----- --- Michael Macrina Architect, pc. All rights reserved, I \ / LO -.4- typ.stud no part of the plans may be reproduced without Kitchen FLOOR PLAN LEGEND pocket See h t A2.4 e expressedwritten consenta e architect. 19--1 cl ht. Ifor d porch pla STRUCTURAL POST 123'-31- .8'-0'- 2 min. (2)2x6 unless noted Drawing Status 4 4 ---------- otherwise on plans LO r NEW FRAMED WALLS pre-fab gas fireplace to a) t be selected. Installed Great Roomtr, 41" 1 48"wide 7_1'N 8' :: island I vent hoodto �--typ. stud and direct vented up -1 - stove I exterior TALLER/LOWER WALL or 19--l"c1g. hi] 2 pocket -co through chimney as per i oven (refer to sections) H manufacturer specs. H 0 0 : 1dO T SE 2r__0m-------I ABOVE SUBFLOOR A.S.F. ±28'-O"- -4'-0"- 1C, Zo 24"1 LO 5X2" C4 SOFFIT ABOVE/WALL A5.1CABINET ABOVE - ±871"x86" r.o. -±12'-5"- 36%86'r.o. 10-1- /C t)! ° ����! ��� �?/_L - V 2 12" L 24- 7-13'. >1 127 126 125 -±562"-,31"-,-5'-5" _6'-0 - --A \51" TECO= INSTALL SIMPSON STRONG Wet Bar 2 TIE JOIST HANGER 00 LO I I ii ------------------ tytd EXHAUST FAN (min. 100 cfm to be p stu typ.stud min. 36"tall FE-T] 70 '0 bo railing to code Dates low beam a F cased 36"ref. G:unnil pocket (see struc.plan) 7 opening vented to exterior) \j- ------ ------i I 1�� 9/18/23 Issued to Building Dept. �I 7�_ �7 Hardwired smoke detector to S.D. to I, dryer iN- Lo vent dryer to exterior throughj*oist bay co S.D. e bo (8FZ,9' 9 i 16" above an terminate Hardwired Iinterconnected C.M. 51' C-M- landinul 2 Pantry through wall carbon monoxide detector F97-1_-d_q._ht1 48- 63" 54"-- c iautomatic' > shut-off Laund a) tC. C) Q) 0 Thermostat 2 -1 . Room "13 0 - 1_-!_-_- �!C , I-- ---- (D Bedroom #1 zo<t 4 closet 00 T_ -co _V_ i :Q) FqET F­cIght. 16 _0 i 0 C) C4 ❑ ------------ *00 Dowl U 19A'dg.ht. 40 Proposed addition 0 fli. Foyer (f 11,91) BR9 115 T 10 -& F9 0. 32" T 2 J-5 Z= F7T! 63 48"- ±64" - -------- Proposed deck addition es 51 0) c1q. hi] low sink = F97-_1 2 C14 31.7 shelves 2 1 KN wall LO exterior wall C14 31. U_) r2 U-) 6 line of ex. 511 -U-) min. 36"tall 2 2" 1 5'-'6' 9,-0" 6'-0 -H railing to code I T P \5 No. Date Description 6' 2 � --- a � 1 T )1 4" NOTES 1 -4- (:�� 6" r - C4 owd A .2 00 00 :t- '1�1 i " : I I _... U') ul j ---,- -Mud - t .11" Roo u -H C.) -I L R( u-) 2 6� tbench CY )oM E F i I I Project I-j I 1 8 co LO 13athr'n 142 4S i- 4"'. specifications. G-3 CL CL CL & r /1 109 LO WZ; Z5 Proposed 129 18- 0 '31" 41005 2. Install all smoke detectors throughout home as required by CD closet C4 72" 36 --571 " - -- 1, the 2020 RCNYS, sect. R314 and noted on sheet G-1. r 7,� 4 T 51'/ 6' Residence 6' EF AW.I.C. She sheet LO -for to be designed A eck1porch-plan. 1 0. 3. Install all carbon monoxide detectors throughout home as L0__ _d - - - -_____ - __L_ 1 1_5' - TT 8'-0"- required by the 2020 RCNYS and noted on sheet G-1. seat by others) -6" 2 -------- ------------ \3i. L ET -_ --- F---- - -111 2 2 2 T_ --------------- ------ 4. See sheet G-3 for all typical interior details 101 26"long x48" LO 1003 tall low wall E---foundation 5. See sheet G-3 for window & door schedules For retainingwall wall below (see fn . plan) Phil & Two-Car 1100 4" INTERIOR DETAIL NOTEo Debra Gararlin 00 Co typ. stud V Install heat detection rated for exterior pocket C14 W-11 I y ec y temperatures in garage to be installed - See sheet G-3 for all typical interior details. as per manufacturers specifications (.0 61' ill -1- 1 1065 Fleetwood Road - Ll C*4 GARAGE DRYWALL NOTE 00 -I pocket Southold, NY Cq \ I pocket Install (1)layer of 5/8"type X -H gypsum wall board to all walls WINDOW/DOOR SCHEDULE NOTE Y_OAE� 112 and ceiling in garage. I Jurisdiction ��.2 Y^E See sheet G-3 for window schedule. Town of Southold ---1 5.2 \A� concrete slab Suffolk County (see fnd. plan) STRUCTURAL NOTE Drawn By: 1 .1. See sheet A3.3 for structural plan. M.D. Ir 5 52 Y^D 2 2 23'-l" Y^D Checked e y M.A.M. 4 DECK/PORCH NOTE T Job No. u") Lr) 2130 -wall mounted See sheet A2.4 for deck/porch plan. C garage door opener A5 2 B (see window/door Sheet Title V A5.1 schedule for specs.) Driveway First loot Plan C of window of window window C of door f wind)w of door and toilet and garage -5- 231"- 83- -5-83 8. -231"--6'-0" 18" 5'- 12'-0" 12'-0" 2 2 4 4 15-0" (addition) ±14'-51 24'-0" (addition) 2 ±53'-51" T Sheet Number : tash --- ----- -- V5- el L4 [w) ry Proposed First Floor Plan plan north C B PLAN KEY NOTES A5.2 A5.1 Custom Shower with: -Custom tempered glass enclosure. -Tile over thinset mortar over Schluter-Kerdi DS waterproofing ±53-52 membrane over thin set mortar over Schluter-Kerdi pre-sloped shower tray over thinset mortar over plywood subfloor to be 14'-61- 5'-0'— ±33'-11" installed by manufactures specs or other approved waterproof ?: pan system (see detail sheet G-3) 7-3 — 7'-31 ' 1. .�2 0 5'-10" ±10'-71" 40 ±6'-51- -Triple 2"x4"curb 4 4 (D 2 -Secure the water supply riser from the shower valve to the M i of post (',of door C;of window C of post shower head to the permanent structure. M and deck and bathrm. 0 -Shower to be equipped with pressure balance control valves. a) and bedrm. and bedrm. _@ KA -Surround to be the overt'"cement board. .0 rn ±13" M -Shower seat(16"tall x 16"deep where shown on plans). /krch iit� ct 9'-6- ±23'-32 rn 108"wide x 24"deep x 36"tall vanity with 1 21 Main Street Stony Brook NY 11790 filler coun er top to be selected by owner __ '_36"min. railing to code phone. 631 686-6585 New nC 60"wide x 24"deep x 36"tall vanity with V filler --decking to fax. 631 686-6786 _::��Deck-# be selected counter top to be selected by owner 10 email. MMacrina@MMArchitectAIA.com align w.wall below OOalign w.wall below (5) 14"deep wood shelves to be painted space shelves equally web. MMArchitectAIA.com These plans are an instrument of service and are the exclusive property of the architect. \ r—typ. stud Infringements of the concepts and design ideas sl�ped-,._� [Ell 1 (1) 14"deep shelf set 68"above finished floor 219 ceiling 5 El presented on these drawings shall be prosecuted CD "�k --- I ------------------ pocket /2 F and metal rod set 2"below shelf to the fullest extent of the low. Copyright 2022: 00 9'-5" —12'-0" Michael Macrina Architect, pc. All rights reserved, LO >---------------- no part of the plans may be reproduced without 'I- Bath rm.43F_-] T the expressed written consent of the architect. _H 14 EF 00 Lo �-3 ------------+�-_---�22' FLOOR PLAN LEGEND II E E Drawing Status 5 Y -31" 16" _±4'183" _±11' a: 4 4 STRUCTURAL POST 611 17! -L" Bedroom #3 Ah — LO ower a) typ. stud,--," 213 min. (2)2x6 unless noted _4 A 8'-1"'cl q. ht. pocket otherwise on plans R Bedroom #2 2 1 ( L) — sl9ped NEW FRAMED WALLS 00 ceiling 40"tall wall with 212 T typ. s�ud 11'-0"Tray cig I I n 0) pocket 0) glass enclosure H -H S.D. center in above S.D. TALLER/LOWER WALL or sloped @ set AIT SE 221 ceiling -co W.1.C. A� (refer to sections) rA ------------------------1 (to be designed 5 2 52 by others) 32" ' ABOVE SUBFLOOR A.S.F. —16'-0" —±9'-5"- 12'-0" '3 32" align w.wall below A LO @\ Ln -H SOFFIT ABOVE/WALL CABINET ABOVE C4 o LO LO LO I @ TECO=INSTALL SIMPSON STRONG ign W. ty�st'-ri vent fireplace— 10 C14 wall b-low Cq pocket to 36"min. lcq S.D. TIE JOIST HANGER '0 flue through -d- a 3. roof railing to code W.1.C. Dates C4 C.M. 224 iM to be designed by others) Ln 1. EXHAUST FAN (min. 100 cfm to be FE-F] 9/18/23 Issued to Building Dept. 31" 31 52 vented to exterior) S.D. 27 7'-10" 1" 8`_ U/ ±7'-3 21 - 57' 54"— 2 (5 44\ Co Bedroom #4 0 1. 't 3 ❑ Hardwired/interconnected S.D. 52 3 2 1�t 17 smoke detector LO C.0 7— S.D. Db v�n- '4' 8 c1q. ht. landing F 2 1� . I I - a - (81 Z,97) 'OT'-7 C-4 (D — �2 0 i-Bathrm #4 I I I I M @:� — I..� 1" <> 9 Hardwired interconnected C.M. C.M. to ; 5 I .� I I I==#=� sho er 51' 1 312', — 3 7- i Lr) C) 5 2-, 31" 1 carbon monoxide detector !,!1 0 -1:' 0 24" „24�" 3' T-T 211 14-1T -8'-l"— 48" ±47" "31" -59" Thermostat a) Ln -C Own— ------------------- A 0 W 1 0 -.4- t G3 slqFed (ER,9"T 1 EF Loft 76 slqFed ceiling set top at cei ing seat __I 441A.F.F. 4--------- 18--l"c1g. ht 17— align w. staircase C14 —align wall below 36' min. LO ILO NOTES railing to code 20 517 52- No. Date Description 52" 52"5- J 751-f 2\ 2�" 2 200 LO13'-52" 4 — F_ 541' 541 -- — 50 15-9" LO 00 52 49" 51 1 See sheet G-2 for insulation specifications. 2 - -H 2 -H Wil Project shelf 00 3: 2. Install all smoke detectors throughout home as required by C o co .2 i the 2020 RCNYS, sect. R314 and noted on sheet G-1. typ. stud Proposed CN on pocket 1 201 M < 3. Install all carbon monoxide detectors throughout home as Residence required by the 2020 RCNYS and noted on sheet G-1. LO 202 203 j Cq ----------------------- -------------- -— --------------------------------------------------------------------------- Unfinished 4. See sheet G-3 for all typical interior details - ------------------------------- ------------------------ --------------------------------------------------------------------------- H '!Ll" Attic 5. See sheet G-3 for window& door schedules LO 19'-l"c1q. ht. For co b SIRFed S: 70 5 cei ing C) C) b od T n C� Phil & LO 2 t5 210 ot 23'-1" INTERIOR DETAIL NOTE C> stoped 51 Debra ceiling See sheet G-3 for all typical interior details. OF rated plywood--— subfloor E Ry ec _y line of roof C) CD throughout attic .2 — below LO LO T_ CD 1065 Fleetwood Road 0 C) 0 1 19'-5"— WINDOW/DOOR SCHEDULE NOTE Southold, NY 00 0 517/ 2 �5 N: See sheet G-3 for window schedule. C) E <> Jurisdiction tb � C5 to A-= <-_isIq ed to A5.2 tc) ceiling 2 C> E 20! 51 517 209 :::::�A5.2 Town of Southold 2,, M STRUCTURAL NOTE Suffolk County 0 23'-l" i I L- 4" ;z See sheet A3.4 for structural plan. LO LO Drawn By: line of wall V, 11 P below typ. stud typ. stud V pocket pocket M.D. C) D 4", 5 Ln 2\1,1 10 --A �.2 D Checked By:4 15'-9- 44 M.A.M. ------- align w.wall below H H Contractor to provide an attic access Job No. LO 4 206 207 r2O7� 208 scuttles scuttles to all attics discuss location with 2130 of window .2 and dormer 0 0 0 -6 B client and frame all openings with double -0 Sheet Title r lc \'�' — V�p A5.1 M M header and trimmer. 'V2 G of post and C, of windows and ridge above ridge above C: Second Fir. Plan LM M M L L M 30" 30" 7'-21- _7'-21 -8'-4- M 4 4 61. M M 5-0" T 5-0"(dornner) T 4'-62" 14'-41 3'-8- T 16'-8" -3'-8" ±29'-51" 24'-0" —±53'-51" 2 Sheet Number : center J, A24') 1-1 r3� sh 6 A� F2,F t' _59_ Od t54 b 20! Proposed Second Floor Plan -144" = -1 .-0.. plan north a Y, 138'-11" ±13'-10" ±9'-4" 13'-3" ±12'-6" (deck addition) (existing) (existing) (existing) 19'-6" 3'-0" NA ii C hz-aED� I ----------- ---------- Mc-a C r 1 n OR B ---- - -- - ---- -- new stone Arch itE) ct =I A5.1 != new 36"tall min:_ ---- -- j countertop to be ;n - -_-_ selected -H ! -_-railing to code_-- ----- v p°' - ___ .__ __- ___ --_ _. m = 21 Main Street Stony Brook NY 11790 p ao R/R staircase in --- _ - - Outdoor m o existing location ! _----- -- =Kitchen -- 3 _ I -- --- - c 00 phone. 631 686-6585 ---------------------- -- —- - -- - - -- - - - ----, fax. 631 686-6786 140" 6' 0 _ __ -- ___- ----_--_112'=9"__ _--- _ _ 6" email. MMacrina@MMArchitectAIA.com ALIGN IandR D n - - --- - - ; web. MMArchitectAIA.com g --- - - -- ( ) These plans are an instrument of service and are - -----_ -- -- - i- v, the exclusive property of the architect. --- - --- - - r`� � - P P Y - - — — -- — -- - ------_------- --- - — --. - -- - - __i_ ____- — � I Infringements of the concepts and design ideas _ - -- - -- - - - - - -_- ---- - -- --- --- --- - - - --- - _ N -H oo c presented n o these drawings shall be prosecuted o the fullest extent of the law. Copyright 2022: Michael Macrina Architect, pc. All rights reserved, +I i s no part of the plan s may be reproduced without new 36"to v the expressed written consent f the architect. railing to code I k ----- 112" 12 2" 12" C + n_- di o deckin to _ selected C C i 1 Drawing Status �t ---- - - in rn I —� NI a) I -- -- - -- - -- -11" - __ -- - - - - - 138'- - ±14'-62" -- -- 1 e _p o0. - - -- --- — - - -- __ -_ --- - - - - - - - - - - - --- - " Down 5 -- -- -- - -- - - --- -- - --- - - -- - - --- --- -- --- -- --- - -- -- --- - - - --- -- - ---- - ---- N i V1 —L_ rm" ER IT SE I — —— — -- - _ _ LO --� - -- i Outdoor = - --- - - i Shower o �o �T I _J D i� Patio i fl rd in 30"x84" I pipe to ., i dywell ;�, (patio below L- Dates O 9/18/23 Issued to Building Dept. on grade) - See sheet A2 .2 for , I - 5L_' 1„ 2"thick bluestone "y bluestone pavers - i 4'-61" 2 over 4"p.c. slab stenewpping to be selected -- house and garage plan . 2 stones over grade 5'-0" - -- A T I new o i stone s -------------------- i � i ,%'VC:unit \�------- :// No. Date Description ----------- •-x� ----------- - - ------- i I I i Project new stepping Proposedstones i i i � I -_ 4 Residence I new bluestone ' treads ' ------ = verify exact number of risers Lii needed in field 3 For N : i - ---. --- - i new 36"tall min:-- railing in.railing to code Phil & --------------- Debra Down 7� L ' S" 1 i LI Covered stones 1 - i - - - :t I o o = bluestone M (42 x24 x2 - -i o - I o' ---pavers to be� Porch-- R h new stepping r�, _ �'--- --selected ec k - -i -- typical) - - _ _ J „x6"P.T. v_- ost to be 1065 Fleetwood Road _ o low beam above Ip a a see struc. plan) ' -wrapped -- --- ------ -------J--- -------_ --- Southold, NY new new step 8" column stepping _ N new te Jurisdiction C) stones new retaining wall with 2 s I b p wrap(see I thick x12"wide bluestone -d _i sheet 5.3) LO cap(see fnd. plan) __±391"--7'-0" ±391" Town of Southold 4 (center on door) 4 Suffolk County 5" 1" 13'-6 " 1" 5 52 new 14'-51" stepping T Drawn B R o stones � � porch roof framing M D• y� 14-'021 71 See sheet A2 .2 for ?. �A porch floor framing P 9 Checked By: v1 new stepping new house and Ian . M.A.M. f� stones stepping g g p stepping 2„X 12„ stones arae stones tole Job No. spaced evenly bluestone 4. •x, ,' 1 tread bluestone 2130 J �-----�'' aver E 12” 5'_9" 12" 27■ walkway A5.2 E Sheet Title 10'-0" 4'-7" A5.2 Deck/Porch Plan lc _"�' 4'-9"--±5'-113." A5.2 D Proposed Deck/Porch Plan A52 qD 1/4" = 1 '-O" Sheet Number : plan north B A5.1 F--------- -------------- Im--------------- FOUNDATION PLAN LEGEND ±53'-525-0" STRUCTURAL POST r--------I min. (2)2x6 unless noted 14'-61" 5'-0'—, -------- —±33'-11" otherwise on plans 2 r-------- TECO = INSTALL SIMPSON STRONG I- I- F-I- F-r-I- ------- .0 TIE JOIST HANGER M KA i c: h 4-a cD I New Foundation Wall --------------- a c,-& r' n Cava On Footing M (D i i i i i i i i i aXi top of wall (0'-0") --------------- Er----------E------------n----------- 13 13 11! Lower Top of Wall /krch itiect (see plan) --------------- Ci i iOR 21 Main Street Stony Brook NY 11790 --------------- See sheet A3.2 i i i phone. 631 686-6585 rB for deck pier plan I I I --------------- fax. 631 686-6786 email. MMacrina@MMArchitectAIA.com web. MMArchitectAIA.corn 4 New Poured Concrete These plans are an instrument of service and are remove window Footing the exclusive property of the architect. Ad--,Top of Wall Wall and patch 8' Infringements of the concepts and design ideas ce) A IGN--- Top 0 with p.c. presented on these drawings shall be prosecuted (see note'T') 1< (ex.0 to the fullest extent of the law. Copyright 2022: align with ex.foundation wall -- ------- - ---- .....r Detail Symbol Michael Macrina Architect, pc. All rights reserved, F\9 ————————]�......... ————————————— ------------------------— ex.foundation wall A —A& 104 the expressed written consent of the architect. part of the plans may be reproduced without 00 L-------*\\- 2 2 -- - ---------- - - --- ---------------------------------- -------------- ------ ------I V IS' 00 post from T Required Hold Down ICD fnd.---" above post from ex.foundation— Location(see detail) Drawing Status in new above wall to have Ln (1)2"x8"P.T. wall to existing new(� 2"x6" adjust height buck on all (4) (see detail) of slab seat -H P.T.011 plate co I I sides of opening I N : 't infield I/ I I w I Post From Above .r new Unex ted C I direct I vent I -[--pin new fn boiler I d. I wall to ex.w. r--- ------I Top of wall i \,]F 6"above grade bent rebar(see :"ii,' I replace this ILL Cellar I detail) 0) 1 _J I 11�N/ section of wall if C) > _0 UTILITY SERVICE NOTE PER" NA IT SET I I co Co a) 0 1 o necessary :±4'-71'--4 "a M I A. ------------ 1 4 C? I t8'-9"cIg. ht. 26 1 r- (contractor to pier Top of pi decide in field) post 0 V�� �2" 'a General Contractor Shall Locate & Stake _,T­(2)2"x8"po C`4 C I \�F see note'T' T LL: new (0 - existing p.c. cn P.C. r- 00 slab to remain I i 4 1 Out All Exist'g Utilities Prior to Any ar H Pil 15 -0 C: 'I'm Excavation. The Utilities Shown on Plan 2/A3.2 2/A3.2 D 8 0 ,,—(1)2"x8" P.T. �0 re Approximate Locations Only. I �A a buck on all (4) F--------I A L 10 d) 8" sides of opening .4- 0) To of Wall pig new fnd.wall to 8\ I _ i A/C unit 1 I above (see note T) existing (see detail) 00 1 Dates ----\----- -------------------------- -H a) DETAIL NOTE Li- -of-p4r 00 lco 9/18/23 Issued to Building Dept. typical column 0) typical column typical column- see note'T' C4 00 r--- -------------------------------- and footing -H and footbg and footing �F------- See sheet A3.2 for all foundation C. 11 1 post from new p. -H above pier A/C unit : plan details. I above I > (3)IY4"xl IY4"Mlow beam under wall above e)t. E.M. I t al column 73— _L _ ) .. ypic I L and footing �_/A_3.2 7/A3.2 (3)1 Y4"xl%"Mlow t \--post from pocket 8Z, as regulator C gas " beam (under wall above) om 9 cut Po' fli above into wall FOUNDATION PLAN NOTES E 10'-0" 14'-1 2 T 10'-0" _Z)_U --8'-4" Top of pier • Double All Floor Joists Under Parallel i0 1 ; — > Zu a) --i ' a) �c I, -1 0 see note'T' Walls Above Unless Noted Otherwise. of Wall 75) a i . - 0 26_111� TOP 01 > LL: 21 > LL_ Lo C" 0 6) -4 1 in new p.c LL E C�C? CU 0 C) 0 0 C=) C) I -I Ll: S W .0 co = a -0 co= down 20" 'lip i 0 (.0 C? C?to a) Utilize Steel Shims Only Under All Girders. t-splab to e)( t > C) new p.c. 03 LZ CD 16"oc -0 ==3 Z- pier Zo _ffi I- !�2 Lnew p.c. slab Cl) d) 2 C? (see note) _C; , U) 1 �0 .1- :�: - ..r I I le-o - Wrap all wood girders that sit in a beam pkt. .0 line of (a 0 :3 0 ex' A? = R- or on a pier with ice&watershield soft flashing = I for ol co —±18'-2" to prevent direct contact with concrete. No. Date Description _0 Top of Wall LO typical column 1171 and footing reference (n stair r.o. E.P.1 new natural V_ frid.wa r (see note'r') 40 ca P111 gas service C14 See sheet G-1 for all foundation&concrete notes. ±15-11" 8'-51'- 2 Project _P 4V toTc Of Pier line of I own 7" (2)13/4"x14" pin new frid. f 0, r _,,, I exterior pin new wall to existing = from Ivi stair lab to wp ---- J _03 wall above c I I I (3)1:Y4"x9Y2"IvIIow r-- 2 head Proposed 10 existing (see detail) ,) 00 1 TYP. COLUMN & FOOTING LO at 16"oc LO -H 41" 6"wide x 7"tall beam L__ I 00 _41- -H beam pocket I . ..... 77 .77. r------- C-4 1 0 R pump rn 03 A&— I 3Y2" dia. Steel Column on 36"x36"x18" tall 8' ------ 7/A3.2 6 .'. :I , 1 8 7/A3.2 (unless noted otherwise on plan) Poured -T . 0 )- new ejector -4 esidence 23 —13'-8"— -14'-21 ------ ±14'-51 2 ------ ---------- 2 OgLTop of Wall Concrete Footing w/#4 rebars at 7"oc E.W. 4---J 1 1,8' -rn in (see detail sheet A3.2) single F.J. down 20" I C4 under all 11 1 Unexcavated 8"1 F41 above LO C14 ------------------- I I . 00 Z 1 0 1 see note same sheet) P o a) new underground For electric service to ---------------------------- IQ I - 1,, 1 1 - I --------------------- ____j M I ex. utility pole UNEXCAVATED NOTE < 231" rr- - - ------------------ (see site plan) t '6-2 I P. 00 Phil & F step above J,8 87 (D Fill and tamp in 6" lifts for a 4" thick poured aboveCL= E (D(D concrete 8'-1 1 4- CO reinforced slab with #4 at 12 o C3 C) 1 8 each way, over clean sand over 4" (3/4") 9'-4- -4- - > Top of Wall Debra LO crushed bluestone, all compacted to 95% Top of Wall A (see note'T') 1< (n -4 down±14" I L------------------------ Unexcavated relative density. V.I.F. 0 10'-0" min. e Cky _J for Garage y slope top of C) wall steps 1 .2 -6.2 (see note same sheet) 11 1065 Fleetwood Road Ito :4- '0 .2 NOTE 'T'CD Top of Wall Ah Top of Wall ?h C3 Southold, NY down±1 9Y2"MV i 5/_A&2 5/A3.2 2 LO C) in down±39Y Zn(0 C`4 V.I.F. V.I.F. General Contractor is to Adjust the Exact CD LO height of the new foundation wall to align Jurisdiction 4 C14 00 L J L_ _J pitch slab with existing foundation wall. Town of Southold ZZ4 -H 5/A3.2 I §LA� -,,Top of Wall Suffolk County E�_ -F(see note'T) T 6'-1 T �.2 Y^E 7'-5- ±22'-01' --�'A5�_2 Drawn By: Top of Wall,-ik I M.D. (see note T') 22'-8"— Checked By: 'k8' 8" M.A.M. 3 D� B C4 Job No. C J F' 1\ -�2 2130 200 II 200 �Al.2 L----- --------------------------- -------- J, Sheet Title L------- ----- -------------------------------------------- --------I I Top of Wall footing to be 36"below grade cN hold hold UNEXCAVATED FOR Foundation Plan 00 down 20' down down GARAGE SLAB 2'-9" T 18'-6" m.o. 2'-9"- 4"Thick Poured Concrete Slab(3,500 psi)w/ 15-0" (addition) ±14'-51 24'-0" (addition) 6x6#10 Welded Wire Mesh Lapped min.of one 2 full mesh&Vired together at 48"oc over 4" thick base course consisting of dean sand, ±53'-5�" gravel, or crushed stone. Pitch Slab Toward Doors a min.of 1/8"per foot. Proposed Foundation Plan (slab area approx. 569 s.f.) Sheet Number : -1/4" .1 .-0.. 1771 11 XUnex !ted 11 > a". 5.1 T F 7 71 44bE 'm"o,�nv f�m 0�0 0 0 (�0 0� seenot R I plan north PLAN The Connection Instructions of the New —typical stud wall typical siding typical stud wall new door i i--P.T. post typical siding --___y Foundation Wall to the Existing typical siding yP YP g YP bluestone i i tYP g g „< <} finished flooring finished flooring finished flooring avers to P.C. slab 1 beyond plywood �36" ExistingNew Foundation Wall are as Follows: pp > plywood be selected (see fnd. plan) i I�-column wrap sheathing 1) Clean the Exist'g Foundation of any plywood subfloor sheathing plywood subfloor plywood subfloor i i P g —---I Soil adjacent to the new Foundation Wall. first floor subfloor first floor subfloor \ i _ _ _ _ _ _ _ _ 2) Drill a Hole @ 12"o.c.Vertically, Large 3) Install(1)#5 Rebar in each Hole&Set - - - i i I _— i enough for a#5 Rebar. f x, }, typical stud wall plyw4ng � / _\ =—new; J.- _ -- =-new F.J. p 4 �i / (see fnd�plan� \ / (see fnd.plan ' topaof anchor lfolt anchor bolt a� w/ sheaC \ ;n top of anchor bolt Y Y ( ( °. = o _— i Epoxy Mortar. i� . ' �' _ see detail t of anchor bolt M 30 i _ { ) to of fnd. wall ELEVATION 4) Extend each Rebar 12 min. into the i C top of fnd. wall _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ P New Poured Concrete Foundation Wall. anchor bolt li a ° G P.C. slab a ii , -- new F.J. (see = •i a (see detail) new 2 2x6 T 4haunch _ (see fnd. plan) waterproofing = -----' fnd. plan) Co k6, ( ;P C° slab `D to grade T Ste edP.T. sil late ii y p . p p- t�_ _ M C-ra c:: ri �a a #5 horizontal rebar jWl ° t i Detail Connection n n e c o n D t l . new(2 2"x6" anchor bolt a a III FOO n D eta A rC h it(, C� P.T.sill plate e ° _ 45 horizontal _ - (see detail) _ � Not To Scale -__ _ rebar at 18' oc 1/2 1 O — ---- new anchor bolt (1)2"x8"all 4 sides `� '- •• _ •- •• -- - E 21 Main Street Stony Brook NY 11790 =— (see same 8"thick P.C. s 8"thick p.c. 45 ve tic I%-C iy fnd.wallfnd.wallhone. 631 686-6585 window(see schedule) 10 8"thick p — � top of slab p fnd.wall = finish grade fax. 631 686-6786 �. °, #5 vertical MMacrina@MMArchitectAIA.com=N�' E a' ° a - °• 00 email. MMacrina MMArchitectAlA.com - - -- --- - Existing = (2)#5 rebar Top of Deck �' �' C rebar at 18" I i o - web. MMArchitectAlA.com --- —__- -- � �, Cellar I _ F _ — - �, Cellar (1, #5 vertical GO t-16 —� These plans are an instrument of service and are rebar at 18' OC ° a -H 10%" 2"X12" the exclusive property of the architect. treated haunch slab Infringements of the concepts and design ideas step footing I Rim Joist presented on these drawings shall be prosecuted —_ - #5 horizontal ° to the fullest extent of the law. Copyright 2022: #5 horizont ° = down I i -TrMichael Macrina Architect, pc. All rights reserved, -- existing 8 thick l „ „ rebar at 18"oc � rebar at 18" I I foundation wall - ---- _ 11 (1)2 x8 all 4 sides ° I I - P p yreproduced without --- ___- _--:- foundation Well fnd.wall I I the expressedwritten consent ofthe ahitect. -- --- to remain ° ------- =- -----_—_----- 1/2"premolded filler 1/2"premolded filler waterproofing ° • i i " --- - ,- ---- --- _ #5 vertical a at perimeter of slab at perimeter of slab = to rade ' - h rebar at 18"oc ^ 9 I i i - _— Slab IJ Edge Detail existing P.C. slab o „ Drawing Status . -----_ LEGEND Indicates Bearing Wall T7_JL7l7Z _7.217_= �+ --------------------- --- M i -'a E:� l --_-- ! PLATE NA . C r I n za - -- _ TWO 16d Arch itoct - -------- ------- -- 21 Main Street Stony Brook NY 11790 16d 12"O.C. phone. 631 686-6585 - -------------- ---------- --- � TO SPACER - -- ----- - - ; fax. 631 686-6786 STUD i - STAGGERED email. MMacrina@MMArchitectAIA.com ------ -- - ---- -- - -------- --- - web. MMArchitectAIA.com } -- - - - _ WALL - - -- - -- - e and are --- -- -- - - - -- Fill Void with -- - --- _ STUD Rigid Insulation the sexlus exclusivesof he architec{ic --_-. ---- - — -- — --- - ---- Por to Sheath'g Infringements theconcepts design ideas -- presented on these drawings shall be prosecute d to fullest extent of the low. Copyright 2022: --- - -A5.1 - Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without - the expressed written consent of the architect. SHOE -_- --_ - -- - --- - - Drawing Status ------------ -- - - ---- ------- install'Simpson'MSTC28 -- - -- --i adjacent top plate to header -- _._ - - _- _ Detail of typical exterior -- ------------- -- (4)2'x6"jack -- _-- --_ -.._. (4)2-x15­jack - - - - partition intersection to fnd.-b low 3 to fnd.-below - - --- -- -- - - - - - - (3)1/a X11/s_lvlt►dr. - - -- - - - ------(3)1%"z 9Y2'M hdr -- ---_---- -- - - - omit double top plate - - - -(3)13/4'x 9X2'Ivl hdr. --- not to scale ra. � I T (2)2„x6” w I (2) 'x6„ (2) „�6„ j post LO I i ost i _I -------------- FILLER BLOCK T, 1 , = I 1 ONE 16d 2"x8"x12'long tapered P.T. F.J. I a' TO FILLER at 16"oc cantilevered for deck F_ I i BLOCK " a> Ir- -------------1 W 1 THREE 16d abvove sistered to each F.J. 0 1 1 „\ 0 = 1 TO FILLER as 1 1 W ! rL_ BLOCK j O �1 m LL N C) _ O 16d Dates o 0 1 - STAGGERED A5.2 °N a L-__------______J L- - ' -0 M v 1 9/18/23 Issued to Building Dept. c toilet I c j -_3 1 12'O.C. 9 X (2)2 x6' I shower above above � 11 ; ~ ° 1 VERTICAL post 000 'v Great Room M 001 x Ix g A F97-.r- cl . ht. THREE 16d A5.1 v i X41. A5.1 TO FILLER %l 10d TOE- BLOCK NAILED Kitchen 1 = � TO SOLE continuous(3)1%4'x 9%2'Ivl hdr. lie �� SHOE , i,7=r7T,T, J (2)2"W' (2)2"W' 9'-1”cl . ht. 1 I ( ack I ( hack 0 1 ------------------------1 ( -------------- ------ 1 - (2)2"x6" ` beam below beam below ----- � \ (3)2'W"post (3)2'W" ost v post a -- ----- (3)2 x10 ------- ---- p O r 1 \,\ a' iF----- -1, h „ r„ I o (3)1%"x 11Ya Ivl low beam ;1 1; _header CD ---_------_-- -- = m I I m 1 1 - ' - - 9 5 --T--- - _� X > > -- ------ X 1 N � � � � No. Date Description - YP M 3 I I Hall i i li s air song ; Detail I exterior corner post Project i'.! ) o°' ( Bedroom I 9'-1"clg. ht. i i , 1 N E I1 Laundry - ' not to scale C? �I #1 I° oo - ,; ! ry 1 � a, shower Proposed „ a P--Y -- ROOm ;1 above a� F- o 9-1 clg. ht. closet Foyer ao.o 9'-1"clg.ht. �-. „ g 1 M r� I ----------- --- '-1"cl . h . E 1 N 1 i -' c .ht. i- -- c 9 t _ --- � " _ Residence v, ----- 9-1 cl isLL LL I g I -... - io I j l toilet ; '- \\, 1 ~ o o ( �, I I ll_ 1 v X 1 line of wall .�) I.9 line of wall o rn i fl 1h tai rI p above m i ---1 L i above I o r— above for 12°x6"blocking In I above for M- > ~reference wall wall for shower reference - _ IIT m -`----, - - glas encaosure m N teco ( ( - io - j L h�44" SOLID WOOD IF typical - POWd@r -? „ BLOCKING C - 41"i I o r � _ Mud Room �. x I 2 1 contractor to -- - - (2)2 x6 - Rdom -- z v I (3 2"x8° 0 I - -I 9 1 d ht - - 1 - h � - - post Bader 9'-1"i dg.ht. °- -� � � � consult'with client p a, - T or exact cations Phil- - f prior to d to all - A I s „ , - m C° ) -C M paper installation MN L fd a� -- - B th rm. I (3)2"x8"_hdr,_ (3)1/a x.9/z Ivl hdr. �� - L-` �- ---- � --- � � � - , holder C) - =} I i I o 16"TJI-3 F.J. �t -�-#2 ,: W.I. V o - - - -- ___ _____ _ 16 0 ( e gth) x I—Co Bred � � � X t c s;I o I _ _ CV _ tDebra `� - 9'-1"dg.-ht. - = - ---- - �?�o a� -- closet N li e. 9'-1"clg. ht. j Porch -- r- N -- - - - o � I v o er II I -- line of wall above _.'I-- ~ M --- �-------- ------ ove fo -- v Rybeckeference 2"x10"blocking �between studs -- - 1 for reference �-line of wall line of wally _ _ ______—_ Typical Bathroom around shower base - above above (3)2"x10"hdr. (3)2"x10"hdr. (3)2"x10"hd . -------------------------------- -----y---- ----- ---- ---- -- .r__ single F.J. under dormer wall d Road - - - - - - - - - Blocking Heights 1065 Fleetwood (3)1 4'x 9Y2"Ivl low beam Southold NY 6"x6"P.T. 6"x6"P.T. _ single F.J. under dormer wall post to be post to be - - - - - - _ _ _ 1/2" = 1 .-0.. wrapped wrapped Jurisdiction Drop garage plate height C t2"to accommodate A5.2 taller floor joists Town of Southold B Suffolk Count A5.1 exterior wall Y c - - single F.J. under dormer wall floor > - (2)2"x6" joists First Floor Structural Plan x post 1 Two-Car Drawn By: 1/4" = 1 '-O'° line of wall \ / °e above Garage 16 j M.D. C3 Checked B plan north 1 Timber strand �\ ' Y o (2)2"x6" rim joist post single F.J. under dormer wall M.A.M. 121 o - - - - - - - - - Timber strand cross blocking -- Job No. y E at 16"oc A5.2 16"TJI-360 F.J. E 2130 at 16"oc(24'length) A5.2 Sheet TitleIf exterior wall - - - single F.J. under dormer wall First Floor single F.J. under dormer wall - - - - - - - - Parallel Rim Detail Structural Plan D A5.2 —line of wall line of wall D Not To Scale i above above i A5.2 - (3)13/4'x16"Ivl header (2)2„x6„ (2)2„W„ lack lack Sheet Number LEGEND v. Indicates Bearing Wall TI_T_L7_L7_l7_l7.__ KA ich � l *16d r i n -a TWO 16d Arch i 21 Main Street Stony Brook NY 11790 B A5.12"O.C. phone. 631 686-6585 PACER fax. 631 686-6786 STUD STAGGERED email. M Macri nag M MArchitectAIA.com web. MMArchitectAIA.com ------------------------------ - -- - -- --- - - - -- - WALL -- ------------- ___ _-- Fill Void with _ STUD These plans are an instrument of service and are — ---- ---- Rigid Insulation ;g_ the exclusive property of the architect. Prior to Sheath'9 Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2022: Michael Macrina Architect, pc. All rights reserved, (3)2"x10"hdr. (3)1%4'x 9%2'Ivl hdr. no part of the plans may be reproduced without — — the expressed written consent of the architect. \,� x\(2)2„ „ roof rafters (2)2„W„ �, o o (2)2„ „ `�jack (see roof plan) jack �,� j post I • • SHOE --------------I ---------------- -I- -- Drawing Status �-- - ---------------�' - LBathr - - m. '#3 ' roof rafters I slo ed - 2"x10"outriggers I - of typical exte ri o r (see roof plan) i 8'-1”clg. ht. at 16”oc Detail cei in - ___ _ partition intersection I L \\\�Y2x10 C.J. i X__-__�hor not to scale I-? I at 16”oc(16'length) , E R I T S E T U o -� x I (2)2'x6"„ Bedroom #2 new sloped i N o post m FILLER BLOCK (2)2 x6 2"x8"C.J. , Bedroom #3 X ,. post i 11'-0”Tray clg. (12:12 pitch) i cn i @ o C X i new sloped 2"x10"blocking between ONE 16d roof rafters 2"x8"C.J. i studs around shower base I o TO FILLER A5.2 M I (see roof plan) (12:12 pitch) I A BLOCK THREE 16d A ------------------ A5.1 TO FILLER �' BLOCK A5.1 ,' sloped- �� 8'-1"clg. ht. ceiling �. 16d Dates (3)13/4'x 9X/2'Ivl hdr. ,' (3)2"x10"hdr. I STAGGERED --=- - - 12"O.C. 9/18/23 Issued to Building Dept. (2)2„�„ (3)2"x10"hdr. (3)2"x10"hdr. VERTICAL post O frame chimney � 2"x10" tstuds continuously U outriggers 0 from subfloor Hall ' through roof o I at 16'oc THREE 16d W.I.C. `_ -” 8'-1"Clg. ht. .i I/l _ BL FILLER M _ 8'-1"clg. ht. vU/ NAILEDE BLOCK Bedroom C TO SOLE Loft 8'-1"cl ht. U N I x6 blocking- -- T - SHOE U U oo -" -- 9 „ o v „ 2'x10'blocking 0 0 8-1 clg. ht. m wall ;_ti_-.__. between studs x x x o shower glass I ,:: ` o ore Ical - - - a around shower base for = �, = N - - enclosu typ m Zo (2)2„x6' cm I _.0. postCo - s athrm. #4 = -- - N vl O +-. X o —"' -- No. Date Description ed sloped 0 p slo o " ceiling ceiling of typical ” ii_ (3)1%"x 9Y2"Ivl flush beam (3)2"x10"hdr. I D eta I exterior corner post N --I r----�------- _ _ _ _ Project ( not to scale d3)2„�„post j _ - Proposed own to beam below - I � I - - - -- -- - (2)2„x6„ post - - - Residence -___-_ _- 2"x10"C.J. -- - at 16”oc(16'length) -- _- - ----- -- � 2 '1 10 (2)2 x6„ at 16 0c(16 le ngth) (3)2"x10"hdr. = post I SOLID WOOD BLOCKING For r (3)13/4'x 9%2”Ivl hdr. i ; Unfinished r,- contractor to f Atte C 'D consult with client ------ -J d for exact locations --- ------------------------- ----------------------------------------- - toilet Prior to drywall Phil & 9'-1"clg. ht. � i I xN� paper installation holder Debra C B 2"x10"C.J. A5.2 A5.1 o sloped ; at 16"oc(24'length) R b e c k x ceiling V Typical Bathroom M M yp 1065 Fleetwood Road I Blocking Heights Southold, IVY � I 1/2" = 1 '-O" Proposed Second Floor Structural Plan 2"x1U"C.J. Jurisdiction : at 16"oc(20'length) i 1/4" = .1 .-0.. plan north j sloped Town of Southold ceiling i exteriorwall Suffolk County E i floor 41 = 2"x10"C.J. i r joists A5_2 o sloped I at 16"oc(24'length) I o E X ceiling i i X A5.2 Drawn By: M.D. ' et, T i Timber strand \. % Checked By: 7 y' i rim joist j2"x10"C.J. \ \ M.A.M. at 16 oc(16 length) � \ : ;Timber strand D I cross blocking ! \U= Job No. ---. at 16"oc d= s A5.2 (2)2"x6" (2)2"x6" D 2130 post post A5.2 ------ Sheet Title F_ 10 continuous -----' 3 13/"x 11'/"Ivl hdr, ( ) a s exterior wall Second Floor Parallel Rim Detail Structural Plan Not To Scale Sheet Number : ROOF PLAN LEGEND e ---------------------------- i 4. i, t. BELOW ROOF ----------------------------- 12 INDICATES ROOF PITCH '7q 12 KA i h .-a E:"�� I BEARING WALL -- - BELOW ROOF I_L_T_Ll_LIZ1_L1__ INDICATES AREA OF DOUBLE ROOF FRAMING OR Arch itoct INDICATES POST BELOW ® 21 Main Street Stony Brook NY 11790 INDICATES STRUCTURAL - - B BEAM BELOW ROOF phone. 631 686-6585 A5.1 fax. 631 686-6786 INDICATES SEQUENCE 2 email. MMacrina@MMArchitectAIA.com OF ROOF FRAMING web. MMArchitectAIA.com -----------771 These plans are an instrument of service and are the exclusive property of the architect. INDICATES AREA OF i I Infringements of the concepts and design ideas i _ _ _ - _ 1 _ _ SOLAR READY ZONE i.', t i _ i presented on these drawings shall be prosecuted r 1 - j —��-_-, to the fullest extent of the law. Copyright 2022: �-7TITITIT1TI71711�'TIT/-1TIT17�'111f11717171�f7TITTITITI��l11171'IIIIT/ , , I Michael Macrina Architect, pc. All rights reserved, — no part of the plans may be reproduced without the expressed written consent of the architect. 2"x10"R.R- at 16"oc 117:12 Itch j wPr Drawing Status ( pitch) o NOTE TO FRAMER g < ii 1 of o �' 12 ; Q All overhang sizes noted on roof plan are cC 0f o cqF ! �' rough framing from outside face of stud wall C14to outside face of sub-fascia and sub-rake. o '1/ 12 ---- --------------------' ------------_: , + E tr---%It Irvri I T S E 12 7 frame chimney studs continuously from subflooy� r - 2"x10" R.R. i ; L A A through roof N at 16"oc i ✓ A5.1 A5.1 1 3/4"x 1r I vl ridge board 2"x10"R.R. 12" fascia overhang 3-0" . i ' i at 16"oc (2)2"x10"roof rafter �L ; ; - 0 Tl_Tl_Tl_ 1_fl_l_I7i'Tl_11I71T1T_II- - ---------- ------ --- --F ------ ---- ------ --------- - --- ---------------------------------------------- ---- - -------- ---------1---------------------- to r Z'x1-0 _R.Rtd Dates ��- -------------- chimney : at 16"oc -� C +� _ '�Q N� 12 9/18/23 Issued to Building Dept. D �'• 12 o roof cricket + '� �1 r �12 r v L / h, N _ j ; N 2"x12"hip rafter 12 �' f L ✓ 'O F o �_ roof cricket ---------- (2)2"x10"R.R. + I 'S r A`1 r r------------ I I I Y „ t� cv 2"x10"overframe „ „ 0 2x10' R.R. �, R.R.at 16"oc 2x10 R. o at 16 oc at 16 oc o zo 1 ---------------- '----------- 4-------------------------- /' t 13/4„x16" I A ridge board ?�- X ; ; ; ------------------------------ ----------------------- ; I 1 2 k�� j-1 �QQI +��1 N '; L� 6t l� O I r----- --- eeP } 12 2"x10"R.R. -- --- 1 woe o� ; L-------- at 16"oc i o . (3)13/4"x11�is" I N ! o .. � 2YO"overframe R.R. 2YO"overframe R �6, .R ea er i 12 ! ; at 16"oc at 16"oc 2"x10"oVerframe R.R. // 2"x10"overframe R.R. C U' o �-L—_ ; ; at 16"oc at 16"oc ZJ % No. Date Description � - _ � beam below see struc. Ian - - � '- - 3 3 — ; — — — l -TT_ZT- Ill_l_1II 1, T IT L------- --------- - ti - --- ------- - -----;post below o post below r------- --------- ------- f Project . C j dE N o cj -j--- - ----- --�/ (see struc. plan) �° (see struc.plan) I 0 x �� o v b U a, /! I rn ; 12" fascia X o•e D - v ?�IP _ c a� c overhang /J, NI V x O N - _ a / �1 I Q ; f ^ V - ^i s / 2"x10"R.R. 2"x10"R.R. " Proposed o cull N ifl cd N x L ll _- _ /I _ i 2x10"R.R. 0 2"x10" R.R. rn g ; S _y - at16"oc(12'length) at 16"oc(12'length) c i X o b C ; C N > > at 16' oc(10'length) 0 at 16' oc(10 length) X Residence N � L : -11111Jo12N ,2 o r c!7 c00 12� -x `�(I!112 N x 12 0 N 2„x10"R.R �J I NCn N ; 12" fascia --- - M --------------T- -------� ° 6� X ----- ; 12 N (30:12 pitch)' •Y overhang N L�----------------- ------------ --------------1------------------- I I 12 2"x10"R.R. 'L +l f 1 rake overhang i 30:12 itch 6'rake overhang 01 fIZI11f1�1_T1T1T1Tl_T1Z1T1Tl_I�7_l_IflllT1T171111IT1I1Il_I11fIZ1r7_T1�,1 ✓� (2)2 x10 R.R. _ L----------------/ N ! - ------ ------- N under dormer wall 6rake overhang; (2)2"x10"R.R. _ under dormer wall Phil a C .0 � " 2"x10"R.R. 2 Z x10"R.R. %{ Debra X 0 C -0 �� ��%,�' at 16"oc(16'length) at 16"oc(16'length) A5.2 -C> N Q U (2)2'"x10"R.R. 36"x36"cupola N r _----- ybecky_ under dormer wall to be selected f (2)2"x10"roof rafter_ (2)2"x1 o"roof rafter 1065 Fleetwood Road 6' rake overhang *—- - - - - - 2"x10"R.R. I I 2 x10 R. - Southold NY Proposed Roof Plan 0 � at 16"oc o `l N ; I at 16"oc ✓ +0 N -1/4" = 1 .-0.. ✓� N (2)2"x10"header �(2)2"x10"header ,l D Jurisdiction > r ' plan north 6' rake overhan _ _ _ _ `I- (2)2"x10"roof rafter (2)2"x10"roof rafter L Town of Southold ------ _----- (2)2"x10"R.R.- N E C' 2"x10" R.R. under dormer wall 0 L_•- C at 16"oc 2"x10" R.R. �! E Suffolk County A5.2 ✓ (30:12 pitch) •C at 16"oc(16'length) L U � U L �f /J 2"x10"R.R. N 0 A5.2 .0 > / at 16"oc(16'length) .0 N 0 F _ 12 � Drawn By: /=_D/P_, , ---- _ _ (2)2'"x10"R.R. L �6 - M.D. p ----- -- .; under dormer wall j�,; N . ' �) " „ _ - r-------_--------- Checked B 6° rake overhang 6 - --------------- - y 9 12 2 2x10 R.R. N under dormer wall r. f D o /� '6' rake overhang A5.2 s % ! 2"x10" R.R. x 2"x10" R.R. r 0 D C3,j 0 N - 'l `� c Job No. "� o X at 16 oc(10 length) r� at 16 oc(10'length) Q ( I o A5.2 - � ' f. I -------N T------------ cd------ - � 2130 I II II , O x- N -H Sheet Title 2"x10"R.R. '1 2 " r cl I-< e o e r h r g 2"x10"R.R. at 16"oc at 16"oc Roof Plan (30:12 pitch) (30:12 pitch) B A5.1 Sheet Number : A41 Braced Wall Panel Construction Assembly Table R602.10.4 of the 2020 RCNYS 'F Method CS-WSP: (continuously sheathed wood structural panels) Exterior sheathing (min. 1/2"plywood)attached with 8d common nails(0.131"shank x2,5"long) at 6"oc at the edge and 12"oc in the field and Interior gypsum board attached as per table R602.3(1)with 1-1/2"galvenized roofing nails or 1-5/8"screws type W or S at 7"oc at the edge and in the field. (see details,this sheet) _K_A_ r n za BWL A BWL B BWL C BWL A BWL B BWL C _Method r (gypsum board each side) �rc h ' tE:� ct Gypsum Board fastened at 8"oc at the edge and in the field for nails and 16"oc for screws. Nails to be 13 ga. 1-3/8"long 19/64"head, 0.098"dia., 1-1/4"long annular-ringed, 5d coolers or I I gypsum board nails 0.086"dia.x 1-5/8"long 9/32"head. Screws to be 1-5/8"type W or S. 48" r15'-0" 32'-0" 48" 48" 15'-0" 32'-0" 48" 21 Main Street Stony Brook NY 11790 offset spacing between BWL A-B spacing between BWL B-C I offset offset spacing between BWL A-B I spacing between BWL B-C I offset Method GB on exterior walls-specified drywall on interior side with typical plywood sheathing i on exterior side fastened as per typical nailing schedule. phone. 631 686-6585 I I I I Method CS-PF: fax. 631 686-6786 I email. MMacrina@MMArchitectAlA.com - To be constructed in accordance with figure 602.10.6.4(see detail same sheet) web. MMArchitectAIA.com I I - -_--- I These plans are an instrument of service and are I I the exclusive property of the architect. I Infringements of the concepts and design ideas presented on these drawings shall be prosecuted -- -- --_ - T wide B.W.PI I to the fullest extent of the law. Copyright 2022: Sheathing Joint Note Michael Macrina Architect, pc. All rights reserved, - -- - method I I no part of the plans may be reproduced without S-WSPI the expressed written consent of the architect.ex r -- - All Vertical Sheathing Joints are to occur over studs. -- = -Deck41 = = Horizontal joints in a braced wall panel are to occur over Drawing status - End condition#1 as 9 j' I I I = 2'wide B.W.P - - -3'-wide B.W.P per figure R602.10.7 4'wide P T wid -- g I e B.W. a B.W.P �� �� -_-_-_ of the RCNYS ' _=_-_-_-- method method I and fastened to 2x6 horizontal blocking cs wsP _ ® hold- sold ® cs-wsP -_ , Deck#2 / \ down down , I CS-WSP CS-WSP I - -- - -- - -- - - - - -- - - - __ - _ - ----_ 4'wide B.W.P I , I _ m I _--- method ch _ `� N - - - - - - - - - -- - - / - - - - " cs-wsP J 2'wide B.W.P I ,� -____-- -�� _ o J Braced Wall Legend --(�- I I method �atht•�#� - -- T I I I 197 PEr.-TuvilT SET CS WSP ,Y� I i , 4 wide B.W.P I>n 1" Indicates spacing between braced wall lines method -5-22 -�-{ P 9 c mo I ; Bedroom #2 Bedroom #3 cs-wsP N I Great , I I I N � I I I I i I Room Kitchen I � -' I I I I --I - - - - Indicates braced wall lines 2 wide B.W.P 2 wide B.W.PW.I.C. method I = v o m I method J---------------1 N m CS-WSP \I I `� I ('u- ;'% I \ �� •' I CS-WSP I I 10 wide B.W.P 10 wide B.W.P I ,>_ I _ - - - - - - Indicates braced wall panel method GB method GB I i n ® I 4'wide B.W.P o Co ® I FR= =__-- - ___ __� ;.(, - ® method I B.W.P• Braced wall panel ., - I 4'wide B.W.P I W. CS-WSP `N°� Dates method " = m - - Braced wall line intersection edroom #1 48" i � - -7-� I - / I b4sl, 9/18/23 Issued to Building Dept. 4'wide B.W.P-,,,,, I i CS-WSP N 4'wide B.W.P t _ method offset I 1 0 -- L _ _ method N Bedroom # CS-WSP I -_closet_' ant 1_ r CS-WSP I thrm• #4 _ Indicates holddown J I Laundry m Loft - Foyer I - _ , Roo ----I-; End Condition - Indicates conformance with Figure R602.10.7 of the 2020 P' I - i Room , ide B.W.P at rm• � wId B V1f P Covered -0 closet , method °O m 4'wide B.W.P-,,,, - - -- W.I.C. method-j RorCh? 4'wide B.W.P N ;; 4'wide B.W.P CS-WSP 0 mF;thod I _C+S-WSp �.- / method l; method CS-WSP ; First Floor Pian Braced Wall Calculations CS-WSP uuu - _--- ----_=_ �_ I CS-WSP =-------------------------------------------------------------- ------------ - ---- J o - - Schedule as per 2020 RCNYS, section 602.10 M 4'wide B.W.P I ( i Braced Wall Line Code method Section End condition#3 as �, CS-WSP I i C 1 2 3 No. Date Description per figure R602.10.7 table of the RCNYS Q I i Bracing Method 602.10.4 CS-WSP CS-WSP CS-WSP CS-WSP GB CS-WSP Project Garage I '� ;; Unfinished I table j -�- Attic , Min. Panel Length 27" 27" 27" 27" 48" 27" 602.10.5 Braced Wall Line Spacing plan 15' 15' 32' 19' 19' 32' Proposed I 8'wide B.W.P I I I • I / table method i I i Required Bracing Length 602.10.3(1) 6.3' 6.3' 12.2' 7.6' 15.3' 12.2' Residence - - - - - - CS-WSP - --- I I l J I table Wind Adjustment Factors 60210.3(2) 00 m 1. Exposure category 1.00 1.00 1.00 1.00 1.00 1.00 I ' ---- 2. Roof eave to ridge height 1.15 1.15 1.15 1.15 1.15 1.15 For 3'wide B.W.P/ e 3. Wall height .95 .95 .95 .95 .95 .95 method CS-WSP hold hold \T wide B.W.P down down method CS-WSP 4. Number of BWL per direction 1.30 1.30 1.30 1.30 1.30 1.30 Phil & 5. Additional holddowns n/a n/a n/a n/a n/a n/a Sec. Floor Braced Wall 6. Gypsum omitted n/a n/a n/a n/a n/a n/a 7. Gypsum board fastening n/a n/a n/a n/a n/a n/a Debra First Floor Braced Wall /8•• _ average adjustment factor 1.10 1.10 1.10 1.10 1.10 1.10 plan north Rybecky plan north Adjusted Braced Wall Length 6.9' 6.9' 13.4' 8.4' 16.8' 13.4' 1065 Fleetwood Road Bracing Length Provided 8.0' 8.0' 20.0' 6.0' 20.0' 8.0' Southold, NY Compliance (pass/fail) pass pass pass pass pass pass extent of header with double portal frames(two braced wall panels) Jurisdiction extent of header with single portal frame(one braced wall panel) Second Floor Plan Braced Wall Calculations Town of Southold 2'-for single eordou of portal Schedule as per 2020 RCNYS section 602.10 Suffolk County for single or double portal , pony wall height min.3"x11 Y4'net header steelCode header prohibited if Y"spacer is Braced Wall Line Section A B C 1 2 used, place on back-side of header Drawn By: r tension strap .. p on opposite _ Bracing Method table R602.10.6.4(on opposite side g 602.10.4 CS-WSP GB CS-WSP CS-WSP CS-WSP M.D. ,.: of sheathing) fasten king stud to fasten sheathing to header with 8D common or if needed,panel splice edges header with 6 16d Min. Panel Length table 24" 48" 24" 24" 24" Checked By: shall occur over and be nailed sinkers 602.10.5 galvanized box nails in 3"grid pattem as shown to common blocking over and er M.A.M. �.. be nailed to common blocking Braced Wall Line Spacing plan 15' 15' 32' 26' 26' --header to jack-stud strap per table R602.10.6.4 within the middle 24"of the fasten top plate to t on both sides of opening opposite side of j portable height.One row of header with two rows -. S, 9 9 table Job No. _ of 16d sinker nails at Required Bracing Length .e r sheathing(3,225#min.rated strap) 3"o.c.nailing is required in q g g 602.10.3(1) 3.3' 6.3' 6.3' S.2' S.2' t7 j id L' full-height blocking `0 m each panel edge 3"o.c.typ• 2130 / additional framing 3 s member directly above continuous rim continuous along length x min.double 2x4 framing covered with min.%"thick full-height blocking of braced wall panel o wood structural panel sheathing with 8D common or typical Portal frame construction table continuous rim braced wall panel 9 9 or band joist P 9 or end joist at 16"o.c.along X galvanized box nails at 3"oc in all framing(studs, min.7/16"wood Wind Adjustment Factors 602.10.3(2) Sheet Title : �V braced wall panel perpendicular framing E o blocking and sills)typical --min.double 2x4 post(king and structural panel jack stud).number of jack studs sheathing 1. Exposure category 1.00 1.00 1.00 1.00 1.00 toe-nail 3-8d nails at min.length of panel per table R602.10.5 per table R602.7(1)and(2). Braced Wall Plan 8d at 6"o.c.along 8d at 6" all along 9 P P 2. Roof eave to ridge height 1.30 1.30 1.30 1.30 1.30 8d at 6"o.c.along 8d at 6"o.c.along each blocking member braced wall panel braced wall panel braced wall panel braced wall panel 3. Wall height .90 .90 .90 .90 .90 min.reinforcing of foundation,one#4 bar top 4. Number of BWL per direction 1.30 1.30 1.30 1.00 1.00 braced wall panel braced wall panel braced wall panel braced wall panel braced wall panel and bottom of footing.Lap bars 15"min. - q i I 5. Additional holddowns n/a n/a n/a n/a n/a 3-16d at 16"o.c.along 3-16d at each 3-16d at 16"o.c.along 3-16d at 16"o.c.along 4 e " w ° '----� �, 6. Gypsum omitted n/a n/a n/a n/a n/a 3-16d at 16"o.c.along braced wall panel blocking member braced wall panel braced wall panel braced wall panel min.footing size under opening is 12'x12".A turned 7. Gypsum board fastening n/a n/a n/a n/a n/a 2-16d nails each side perpendicular framing down slab shall be permitted at door openings. SeCtlOn continuous rim min.(2)%"diameter anchor bolt installed per section average adjustment factor 1.12 1.12 1.12 1.05 1.05 additional framing �F_ror end joist member directly above full-height blocking continuous rim full-height blocking R403.1.6 with 2"x2"x3/s'plate washer braced wall panel at 16"o.c.along or band joist continuous along length Sheet Number braced wall panel of braced wall panel Front Elevation Adjusted Braced Wall Length 3.7' 7.1' 7.1' 5.5' 5.5' FIGURE R602.10.8(2) FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN FIGURE R602.10.6.4 Bracing Length Provided 4.0' 8.0' 8.0' 8.0' 7.0' PARALLEL TO FLOOR / CEILING FRAMING PERPENDICULAR TO FLOOR / CEILING FRAMING METHOD CS-PF - PORTAL FRAME PANEL CONSTRUCTION Compliance(pass/fail) pass pass pass pass pass NA i OC: h Era E3� I m M c re r1 Architect 21 Main Street Stony Brook NY 11790 phone. 631 686-6585 fax. 631 686-6786 email. MMacrinaCa)MMArchitectAIA.com web. MMArchitectAIA.com These plans are an instrument of service and are aluminum enclosure the exclusive property of the architect. to be selected Infringements of the concepts and design ideas presented on these drawings shall be prosecuted of ridge. cupola to the fullest extent of the low. Copyright 2022: Michael Macrina Architect, pc. All rights reserved, 2"thick I windows and no part of the plans may be reproduced without bluestone cap E garage door the expressed written consent of the architect. l� 4r,4/,, top of ridge �7 12 12 1 Drawing Status : thin stone veneer to be selected ofridge and windows typical metal roof (see sht. G-4) I 12 typical roofin 12 (see sht. G-3? 36"x36"cupola V I typical roofing W top of ridge le typical rake detail 0 (see sht. G-3) 'iff SE I top of ridge 0 -—-—- —-— -—-—- (see sht.A5.3) typical siding I TJ (see sht. G-3) —-— - —-—-—-—- OL dormer plate height 12 12 s e 12 12 typical rake detail (see sht.A5.3) 02 12 typical rake detail 21 ical roofiC:) n typical roofin? J typical:Wi clow tri I typical gutter ;M7see sht. G-37 (see sht. U-31 1 1 (see sht.A5.3) Dates I- I jsee snt.[G-3).,11 typical siding (see sht. G-3) typical eave— I iL (see sht. G-3) 9/18/23 Issued to Building Dept. detail -L-A-,L -typical siding plate height (see sht. G-3 -7--1 -— -—-—- sht.A5.3) dormer plate height dorm bottom of eave 0 f t 0 (D frieze boardtypical gutter 12 typical gutter (see sht. G-3) (see sht. G-3) 0 'T L > (see sht. G-3) 7�- A- typical siding t-I typical eave I L I typical siding -4 detail (se - -CDO O (see sht. G-3) 00 sht. 207 00 00 s 201 n typical siding G-3) Me eL)Oara see sht. G-3) e 19)1r i -1 sht.A5.3) s u er (see blind i see sht G=3 blind metal (see sht. G-3) ---- -------------- ----------- - N99 JTTI I i step flashing continuous blind typical eave detail typical shutter continuous blind IT- (see sht.A5.3) metal flashing typical rake detail (see sht. G-3) metal flashing typical sidin Mi 1 00 (see sht.A5.3) sec. floor subfloor (see sht. G-9) -TT-1-, I lk sec. floor subfloor -—-—-— "`-��typical rocifin? typical porch eave ty A- —-—-— - -—- plate height plate height (see sht. (3-3, detail (see sht.A5.3) typical roofing -—-—-—- (see sht. G-3) —-—- —- No. Date Description Lottom of eave typical g er (see sht.G-3) �71 typical gutter(see sht. G-3) Project 0- [--1 -L I frieze board L c 04 (see sht. G-3) w bf�Prn c new trellis to be natural jr i L"t — F1QF1 I C14 NA J 1friez boar cont cedar prowoodmarket.corn Proposed T 101 i T� typical window trim- see trietil rn CD (see sht. G-3) `-GF�]F-11 HF-i=i /I �-t-, nM — 108 -1-- H U1 ........................ 105 107 —————— IT ................. I 11L . 1 R esidence I --typical Itypical P.T;-posi siding siding (see sht.A5. typical siding typical siding behind to ti�- (see sht. (see sfit I E outdoor shower shingle flare (see sht. G-3) 7, (see sht.Gr-3) d- G- G�3)-1,111 beyond (see 11 Ll-di 2"thick thin sto elvent!er, �1 13) floor plan) first floor subfloor -—-—-—- 4 OL first floor subfloor bluest ne cap Aci b e' selected height - ----- For i L- ---------------- 11- -—------------------------- retaining wall— I Phil & 'T I I 1 11 E (see plan) 11 thin stone veneer thin stone veneer \,l— i thin stone veneer steps(see shingle flare shingle flare E to be selected to be selected (see sht.A5.3) to be selected floor plan) (see sht.A5.3) 1. _____________________ _________ thin stone veneer —---------------------------------------------------- D ebra to be selected —T foundation wall p.c.footing(see foundation wall down foundation wall (see R 00 (see foundation 1 foundation plan) (see foundation plan) foundation plan) b e C y -H plan) i p.c.footing(see step up footing-4, i 1065 Fleetwood Road 11 foundation plan) 1 (see foundation ------- top of slab plan) ip footing----4 Southold, NY step i ----------------- ---------- ------------------------------------------------------------- ---------------t----------------------------------- --------- i (see foundation plan) ------ Jurisdiction Town of Southold Suffolk County Proposed Front Elevation --- 4 - : 1/4" Average Building Heights Calics. Drawn By 1 . 22'-4" M.D. :.A 2. 281-3" Checked By: 3. 191-211 See sheet G-3 for all 1-1 of M.A.M. 4. 27 5. 29 Job No. exterior specifications. 6. 32'-2" 2130 7. 35'-11 ll 8. 19'-1" Sheet Title Average Building Height = 26.9 ft. Elevation Front Sheet Number : but C3 G M Cr'I n ;a Architect 21 Main Street Stony Brook NY 11790 phone. 631 686-6585 fax. 631 686-6786 email. MMacrinaCc)MMArchitectAIA.com web. MMArchitectAIA.com aluminum enclosure These plans are an instrument of service and are to be selected the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2022: Michael Macrina Architect, pc. All rights reserved, 21 thick no part of the plans may be reproduced without Bluestone cap - the expressed written consent of the architect. top of ridge thin stone veneer -_ ___{ to be selected f r r� Drawing Status typical metal roof (see sht. G-4) copper flashing 36"x36"cupola 12 12 = L -{ --} continuous blind 12 �--1 typical siding j � LY_-, 12 s / I T S E see sht. G-3 metal flashing - -= typical roofin 3 _• top of ridge - _ - ( ) I (see sht. G-3� -- O seroofingpical e sht G�301 p W v seical roofin e sht G-3) CIDI pi eave etail (see typical gutter typical gutter typical eave detail frieze boardIJ sht.A5.3 (see sht frieze board G-3) see sht.G-3 (see sht.A5.3 (see sht. -3 (see sht. G-3) . ( ) ) G Dates o, late height bottom of eave 9/18/23 Issued to Building Dept. t T 11- L }' L � -1-! 1 r 3 o typical window trim W, i I see sht.G-3 typical roofing a ) (see sht. G-31 - ( =1� typical window trim 1-1 - �:--,r- }T�l,=�. ,i (see sht. G-3) LM - typical siding -ref I _11 ;-__I_._ 1_,l ' !_ice'_, typical roofin ��► _- $ • i see sht. G-3 i t ical utter ,�; :t1 t, !{ J see sht. G-3 l T �( ) see shtg G-3 i � � - - 209 210 -- - - "'1- S, `�. �` O ( ) 11 1 211 - 212 213 214 :1- I !-'- _ ;- continuous blind _ ' �. �� �-L . !, -' i metal flashing ! 1! 1-1r ,,.�- -,.I T . _. r Li COn mUOUS "Ili - -- . Jr!I, ---------------- --- =y+ -y1_ metal flashing - '- -T4 36"min.tall i - i - railing to code I sec. floor subfloor typical gutter typical eave - ;i - (see sht. G-3) detail (see frieze board N sht.A5.3) (see sht. G-3) plate height I _ _ _ typical gutter (see sht. G-3) - - -- - - - - -- - ---- ------ _ ---- No. Date Description bottom of eave - _ - - (ypical sidin) N 14 (see sht. G- T'�- _._ - j - I_I! _ -; �i_ � _ Project . a TAFIr Y' 1 'I lLil _ T - T BBQ (see Proposed :ZLILI floor plan) Li..- .i= _ I typical siding _I� railing to code (see sht. G-3) i,L _ Residence shingle flare j't ' j a JIM-i _ see sht.A5.3 �-_1_� outdoor shower _- ( ) {3T light fixture to (see floor plan) , f - �- g boiler exhaust and be selected tlec m� o first floor subfloor fresh air intake selected' j f thin stone veneer, ,r _ _ _ ] _i- thin stone veneer 114 through rim to be selected _I-, I = to be select For ;1 FI-0 I fi Phil & I p.c.footing(see _ ________� 1 tB � foundation plan) � � � steps(see foundation wall down ; floor pian) lattice panels 1 ------------_-------------------------_____ ______� (see foundation plan) ; 1 I I I 1 I I 1 I 1 I 1 Debra `-------------- foundation wall VW"trim board --step up footing (see foundation plan) I '____� R beck (see foundation plan) ! ! ound tion(see lan p.c.footing (see ounpiers on plan) 1065 Fleetwood Road plan) foundation plan) I Southold, NY I ; ; I 1 ------------------------------------------------ , 1 1 -----------------`------------ -------------------___ 1 1 ______________________________________________________ 1 1 Jurisdiction Town of Southold Proposed Right Side Elevation Suffolk County -1/4" Drawn By: M.D. See sheet G-3 for all ! T1` ` �-A <, , Checked By `,r,y exteriorspecifications. M.A.M. Job No. 2130 �- Sheet Title : Elevation - Right Sheet Number : ica � cam- c r"i Arch itect 21 Main Street Stony Brook NY 11790 phone. 631 686-6585 fax. 631 686-6786 email. MMacrina@MMArchitectAIA.com web. MMArchitectAIA.com These plans are an instrument of service and are aluminum enclosure the exclusive property of the architect. 10'-0" to be selected Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2022: Michael Macrina Architect, pc. All rights reserved, 'E 2"thick no part of the plans may be reproduced without top of ridge top of ridge _ — _ _ _ _ _ _ _ _ _ bluestone cap the expressed written consent of the architect. ly Drawing Status 12 thin stone veneer to 12 be selected 1rr` E rF-1 2 12KAI I E = ' $ to of ride top of ridge L - - - - - - - v typical roofiern o (see sht. G-31 J 12.79 rn typical roofing 12 = see sht. G-3 M o I O ^ N frieze board typical eave detail typical gutter typical eave detail typical gutter a see sht. G-3) (see sht.A5.3) (see sht. G-3) light fixture to (see sht.A5.3) (see sht. G-3) Dates be selected a ceiling height -- - -- - -- - - 9/18/23 Issued to Building Dept. 9 g _ _ _ _ _ _ plate height bottom of eave , r r _ bottom of eave ❑�I,_ ❑ !I r All n ars frieze board T}❑� ® light fixture to I I ii`Y-'(` (see sht. G-3) be selected �'i ' _ 217 - typical window trim _ (see sht. G-3) 00 I t i__! 215 216 LT 1 219 I*pical siding L222 223 typical sidin T t 00 o _!-1- see sht. G-3 O 1 I 36' min.tall _ ( ) see sht.!jG� N T-� typical window trim �� (see sht. G-3) railing to code 1 !y_ L ❑� 111 ii ' decking to ! continuous blindbe selected metal flashing '_ LYJ I i- Wil- sec. floor subfloor - i typical siding typical siding ---------------------------------- ----------�� 1�--a-= -- - - -I-= �-- - - - - sec. floor subfloor - i_ 1 - (see sht. G-3) typical gutter (see sht. G-3) typical roofin 12 plate height _ _ _ _ _ (see sht. G-3) (see sht. G-3} _ _ - _ plate height No. Date Description � ❑ T-� --- -- _- - Project 1TI N outdoor shower 1- ❑ ill' ❑ `� � {� typical eave detail (see floor plan) BBQ(see �i Jlj 1i EI] ] (see sht.A5.3 `� Proposed ❑,'� '� s floor plan) 1: 1:- :_. - _ o .� 116 117 118 119 I light, � - ` s =fixtuFe 120 121 �- 122 36 rn' —typical window trim = acitcoie9 tyP Co °' Residence# o be O O O see sht. G-3 I t selectdd _ '�, 1 _ to'code 125 126 127 T ii ( ) � ,D W - o CD L shingle flare ' } (see sht.A5.3) decking to_I- .❑ first floor subfloor r,, - �; T 1��-fie.selectedl❑ - _ . typical siding ' T T�r�z(.- (see sht. G-3) _ ; I �,� /_ -, _ _ _ _ _ first floor subfloor 36"min.tall :_l.❑ - _ For railing to ode T / -- - _ - -- ceiling height — — 1"x10"trim _ = a Phil & board lattice - - - Debra lattice panel r thin stone veneer - panel lattice C04 r to be selected3 "min.tall panel lattice railing to ode ^ o - - = Rybeck panel lattice 00 - / - panel ee floor -- - - r +I ( p ,„xio trim _ ;�; _ - _ 1065 Fleetwood Road board _ - _ _ top of slab Southold, NY I p.c.footing(see ; foundation plan) foundation wallthin stone veneer p.c.footing(see (see foundation plan) to be selected foundation plan) _>= Jurisdiction r-L — ---- - - --- Jr �� M L---- -------------------------------------------------- -- ------------------�------------------------------------------------------- - Town of Southold Suffolk County Proposed Rear Elevation Drawn By: M.D. Checked By: See sheet G-3 for all M.A.M. 7 exteriors ecificati . ---- �' p Job No. ons 2130 is i•. V Sheet Title Elevation - Rear Sheet Number : MiC,' hio-aEA cam- C r 1 n is Arch i te c 21 Main Street Stony Brook NY 11790 phone. 631 686-6585 fax. 631 686-6786 email. MMacrina@MMArchitectAIA.com web. MMArchitectAIA.com These plans are an instrument of service and are aluminum enclosure the exclusive property of the architect. to be selected Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2022: Michael Macrina Architect, pc. All rights reserved, 2"thick no part of the plans may be reproduced without bluestone cap the expressed written consent of the architect. top of ride _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Drawing Status thin stone typical metal roof veneer to (see sht. G-4) be selected ., 12 12 36"x36"cupola 1212� XEAT S ET continuous blind o typical siding : metal flashing o I 0 - � �/ (see sht. G-3) f 1 r- T top of ridge co e TJ TTr LT. 0 12 typical roofing _ _ 12 typical roofing osee sht. G-3 r - (see sht. G-3) typical rake det TI TI typical roofin (see sht. G-31 (see sht.A5.3) _ r` io typical gutter typical eave detail 12 typical roofing(see sht. G-3) 12 typical typical gutterDates (see sht_G-3 (see ' t.1 A5.3) 1 2 F �4 (see sht. - ) (see st G-3) see sht. Ger plate height _ _ _ - _ - _ - _ - - � ;� i dormer plate height s bottom of eave Issued9/18/23 o Building Dept. `.� L-1 L frieze boardhfF;ff� - typical eave detail typical eave �Tu o (see sht. G-3) T AIL `i lig - lL -(see sht.A5.3) L L } detail (see _ typical siding L,; -i ` 1:. sht.A5.3) typical a� JJT see sht. G-3 lcal roofin o typical window trim __ 1- ( ) l.- 1 al roofing typical - -- -- (see sht. G-3) - i t (see sht. G-3) L � ee sht. G-3 window trim 104 o1 i o v+ '(D oo I 4) - - blind metal CO 219 220 221 224 typical siding (see sht. G-3) O I L o O t (see sht. G-3) step flashing �� ,�. 0 36 min.tall - ;- v s railingto code continuous blind ( typical rake detail typical sidin see sht.A5.3 -- -L - j, - - (see sht. G-3) -= deckingto _ 12 tYP 9 - - - be seleted metal flashing ;TI sec. floor subfloor � continuous blind typical eave detail continuous in ical utter sec. floor subfloor - - - - - - - ical sidin ---------- ----- -------------------------------------------}�f � � � ; ; _ _ ., flashing ( 5 (see h9 - - - -metalas ing see sht.A .3) metal flashing see s -G-3) (see sht.G-3) 12 - typical roofin - - plate height _ - _ _ _ _ _ _ _ _ I` (see sht. G-3� - _ _ plate height _ - --- - --- --- No. Date Description to 4 = Project to Tj i-- i typical window trim - ` i typical eave detail li (see sht- G-3) ❑ ❑ -- typical gutter) tyP � l iL -__.1.1 - see sht_G-3 (see sht-A5.3) ® typical window trim i I see sht. G-3 BBQ(see -TIE - l-1, _�-I�- ,.,.r_ , ( ), 1 _ _10E 1'-�= frieze;hoard,_; _!-l_�, _ !_ � T I new trellis to be = Proposed c' -- 129 _. (see sht,G-3) .� I -1natural cedar i _ floor plan) decking to 36 min.tall tYP *I ! typical siding rowoodmarket.com o " ical window trim �" Residence 0o be selected railing to code 122 f (see sht.G-3) _! see sht.G-3 �' i 9 ,_1_l 1 -_I P = 0) o _ 123 124 1I -+�i ; 128 ( ) 110 111 112 " 1 sidinIl 1._1_�' _ - tYP g typical sidir'g - s sht. G-3) -! '- !L (see sht.G- ) I shingle flare shin le flare shingle flare I -1 T, :. (see sht.A5.3) first floor subfloor _ a _ typal s g l t�r ` - -a - g see sht A5 3 r 36"min_tall thin stone veneer i _ _ _— �`- - ( ) 1�' I ` (see sht.A5.3) ( _ 1, 1, }+_.= i _ _ _ first floor subfloor - �1- Ii!. ' J, railin to code to be selected T 1 - - - For - see sht G 3 � � � r I � � I I � - 9 ��-_ ,-1-� J�_4-! ceiling height - - -— N. 7.. T _ I - _ bluestone cap r r r,f /R r Rstaircase - - - - -- - Phil & lattice (see floor plan) - thin stone veneer_ pane JULi = to be selecte _ /- - _ ////= _ -- _E 36"min.tall Debra cy) / ----i' railing to code _ -------------- 00 36"min.tall / light fixturE C01 railing to code C04 CO3 CO2 -- to be \ foundation wall -- Rybeck selected (see foundation plan) ; (see floor plan) lattice -staircase � ILL i _ / / a e p ave - —step up footing panel J t thin stone veneer _ _ - ; ---------- ; (see foundation plan) 1065 Fleetwood Road top of slab ! _ _- �- to be selected _ ---------�-- Southold, NY - , thin stone p.c.footing(see p.c.footing(see r F+-p-c- pier(see-+-� veneer to foundation plan) j =� foundation plan) Jurisdiction _ be selected ' M ; foundation plan) Town of Southold Suffolk County Proposed Left Side Elevation Drawn By: ��, , _ 1/4" = 1 '-O'• M.D. i Checked By: M.A.M. See sheet G-3 for all Job No. exterior specifications. 2130 Sheet Title : V Elevation - Left Sheet Number: I - r.Y top of ridge - _ _ _ _ _ _ - �m oym, -a- / y Mis a � 1 j ridge boardinsulation " 4 see roof plan Ij see schedule ( _} C° !i r 12 hf 12 oorafters 12 , 12 :(see roof plan) j 1 Arch itE3� ct roof rafeIrs „ hedUnfinis (see roof plan) ' { r r< ryr ,Y 1 1 - --- - --- ---- ----- ----- 21 Main Street Stony Brook NY 11790 M Attic yr� S2 I: !- ,. ! hone. 631686-6585 sloped ceiling oasts ceiling joists(see ii fi I P insulation(see (see strut. plan) strutIan) , < ax.schedule) 631 686-6786 seat roof rafter > ! ;i it '} S2' ' email. MMacrina@MMArchitectAIA.com on(1)2'x6 ! it A6.1 web. MMArchitectAIA.com plate over C.J. 1'r outriggers' `_ } (see strut. plan) ;; These plans are an instrument of service and are �• ceiling joists See the exclusive property of the architect. yp g typical gutter Infringements of the conte t cal utter " double C.J. see ;'strut: plan insulation g pts and design ideas ( t�• (see sht. G-3) plan) 12 (see schedule) r presented on these drawings shall be prosecuted (See Sht. G-3) i to the fullest extent of the law. Copyright 2022: p p� late height i' 's mc' 12 - - -,_ Michael Macrina Architect, c. All rights reserved, X k - _�_—__ _—_ no part of the plans may be reproduced without _ sloped ceiling window header Align the expressed written consent of the architect. framed wall be and see strut Ian - 12" insulation -__ -= r _ Y ( p ) Fascia (see floor plan) Drawing Status o ang (see schedule) ' Il ceiling joists _ ! l fsee struc.�plan oI L window(see 12° I"= g 2"xti"exterior wall Bedroom #\ it ! \ ! W.I.C. /E-- =door(see floor plan) 000 ! studs at 16"oc with I', g Go double top plate and II i s ! jj ! floor plan) " - r+ single shoe plate Ii 00 I i door(seedoor(see _ I! Bedroom #2 floor plan) r plan) floo a � ---_- S8 A6.1 framed wall flooring to ' j flooring to flooring to floor joists(see insulation - S8 (see floor plan)' be selected !! be selected be se \ted strut. plan) (see schedule)— sec. chedule) E R 'I'VO I T S E Isec. floor subfloor _ _ I - ;I J I !y ! ��, Y /i �� � /Y { .1 I i� /� �` ' A, /" � �\ ` C { i1. t X � � t ' � X 1 ,� � X 7 X '\� � r� ` plate height ( k ( x `Yi X Y 1�i \ �� `' ,t `( x' S - I j window header -------- --- ----- ----_ L 1 ation (see strut plan)see schedule) wall cabinets (sul (see floor plan ref. beyond wall cabinets --- --___ fl ! (see floor plan) (s plan)°r ! opening j ! j Great Room ! - _ _ _ --- - - -- _J --. --- g window(see o, framed wall (see floor { floor plan) ond Dates =_ter (see floor plan) plan) Kitchen cased opening j be and (see 9/18/23 Issued to Building Dept. ST floor plan) +1 r 10 t -- I �-(Isase cabinets floor oasts see' flooring S10- -- - ___- I! A6.1 1 base cabinets Iee floor Ian ! 1 ( g to insulation A6.1 (see floor plan) island((see plan) fnd.plan) be selected (see schedule) _ _ I I , --- - ----- floor pian) I I - -- ' � ,' X t ' X 1 °., ! �, l i X J\ " Y 1 i� l 1, .t •l 1. C 1 � Y X •l 1� .0 ) � � r ) 0 �, ) j ) I $1 ! � � ceilin height (' j f ( 1 / 1/ i r" r ( r ,( " \' r `.�\� �' z X `� �' x: - = A6.1 i- -r-�- --- - - -- I I top of ride _ _ _ _ _ _ _ __ E--�---ie board nsulation- ( new framed wall I I (see roof plan) i= I (see schedule) low beam beyond flo or fnd istspla(see (see fnd- plan) -- - --- - -- insulation New (see schedule) I 1 �. 0 - -A32- New A3.2 �Y ft�� I existing foundation Recreation °O = I wall to remain I 12 fi Unfinished framed wall - Room opening beyond I I Cellar (see floor plan) (see fnd. plan) I I roof rafters -; r�12 Description (see roof plan) No. Date De -- . - existing c. 1 existing foundation) I = 12 '.�} Project -- I g p ! (new column see flooring to g 1 (see ----- - -- --- slab to remain ( be selected wall to remain 1 1 , fnd. plan) 0 2 insulation(s f --- -- -------- ----- ------- I I i schedule) f -- Proposed to of slab = __. - -_--- - - --t I .- f . roof rafters insulation (see_. (see roof plan) schedule) L�->} ceiling joists(see sloped ceiling Joists I+� � � -x -r -,, r S2 Y strut. plan) (see strut. pan) Residence �t-f f r, �} r�J- ��� ��- existing footing existing footing , A6.1 to remain to remain Unfinished Attic fes, Unfinished ----- S e Ct n typical gutter _ (see sht. G-3) � plate height - - - - - - - Y-- ------- --------- - 12� ?. I �� — �� insulation(see 12 -_--I. For 1/4 - 1 -O schedule) sloped ceiling teco , teco --i _ - - plate late hei ht " da r header-� _ __ ceiling joists ceiling joists window header Se strut Ian -.1 i see strut.plan) (see strut plaPhil & ( p ) -- framed wall (see strut. plan) ( o ang ! li _ it (see floor plan) _ CD flush beam j - �—doors see—� r (see strut. plan) ! door(see ! floor plan) I ,i _ ---I' floor plan ! f -- - I Debra c j' 36"tall min- �O,` rafter beyond—�, +l 36"tall min.railing ,I`-____ BedrOOm #2 -_.- it railing to code 00 to be selected window see roof rafters floor plan) ! �11 (see roof plan) beck 9 1 ( ! g 1 p ) insulation see Ica) utter C floori floor olsts see floonn to i! II ;! floor joists(see schedule - - -- ---- --� be sel ed I strut. lan be selected I ' I strut. Ian ) 1 2 1065 Fleetwood Road typical g #� P ) sec. floor subfloor see sht. __._____ 'I teco l i ! r i 1 S5 sec. floor subfloor late height / '! Y 1' ri' A ,\ A6.1 - - - to of beam Southold, NY low beam see low porch beam ----- ---- 2"x10"P.T. F.J. window header ( r------------------- door hdr. -- Jurisdiction see strut Ian strut. plan) : I (see strut. plan) tapered Ya"Pitch ;--------------------- s 1 -- - r- - p see shtt.,G-3)_ _ 48" 136 tall min-.-->' (see strut Covered 12 P Ica) utter --- I it to cantilever (seelfl obi plan) i.nets railing selected ___________________- Plan) ;i -,I Porch overhang -- -- I Town Of Southold brn1_ staircase see ! k steps behind P.T. post beyond-31 ..J Suffolk County 36' tall min. railing (see F -_ y PP to be selected plan) P _I floor ---- - - --p O 9ItC e rl floor plan) ��- to be wrapped - - -, door(see-----3 a sht i Drawn y- r /",ice S10 = Island seems r --_ _ J. FO er floor plan) (see A5 3) D B - ,� C - ( — l � -nim' f I floor pian) i �' .i - - M.D. s - v _ fa pp g flooring to k base cabinets <36"tall min. floorin to avers to be I 1 .° rP ;te e g railing to be be selected selected strapping _ insulation (see! be selected (see floor plan) r ' - '-- -- 1 1 (see sht.A6.1) eselectedbe A6 1 Y schedule) ,- -- -- I, selected I g P I'', Checked By: first floor subfloor ! - - - - -- - --- - - -- -j {. _ _ _ _ _ _ _ _ � I � _ _ _ _ _ first floor subfloor j ceilingteco height .Yc\/ / >/ 1' Y /\r I v ' ---- I Job N - __ low beam see - - low beam I I ( --- ---- ---insulation i o. . -- see fnd. Ian fnd. Ian _ c- slab ( plan) P.T.F.J. I Insulation floor joists(see P ) ---- -------- - = P• (see schedule) fnd- plan) - hedul ee fnd p a (see fnd-plan) I -_-_- (see sc e)I (s I n) 2130 ------------------ I � - „ It I ,!; P.T.ledger I I wall beyond- floor (tan j I I 3 Y e Sheet Title 9 framed wall (see (see floor lan plan) 36 tall minim -- -framed wall A3.2 -_ (see fnd plan) II II railing in9t� e ' -----I . fnd- p an) ------------------(-s-e-e--fi nd. plan)selected 00 ' P.T. post Sec. } ' new foundation R@Creatii (see fnd. plan) on -- -------- -------- wall (see fnd. plan) I 2 I I ROorh _ steps behind~ I new p.c.fnd.wall Q B u i 7 post base A3.2 I I flooringto p.c. slab see wall 4 Y°nd� �- --- - -- I I (see fnd. plan) connection see I I (see oor plan) � F—staircase(see I I ( be selected fnd. plan) floor Ian detail sht.A6.1) I I �; ! _ _L_ plan) top of slab = I �=i'I I I I r==4 11111 I ! <r new p.c.footing (see fnd. plan) co p.c. pier i Nl M ' Ch -aEA Cr1 n c-a rS1 A6.1 S1 Arch i top of ridge: _ _ _ _ _ _ _ _ ! _ _ rid e board -- --- ridge board 21 Main Street Ston Brook NY 11790 9 (see roof plan) Y / (see roof plan) top of ridge 12 : �- phone. 631 686-6585 12 beam (see ,; ,� - -- - - - - --- - - {. ,a. fax.n 631 686-6786 = I S2 12 i ! 12 roof Ian 12 ,n �, - f� p ) %; 12 ` email. MMacrina@MMArchitectAlA.com roof rafters seat roof rafter A6.1 �� roof rafters �� roof rafters6 (see roof plan) . 1 S2 % ' �.---= 1 �, web. MMArchitectAIA.com on(1)2 x6 (see roof plan) A6.1 ' o' ` S2 6� ` (see roof plan) :1 S2 i� plate over C.J. .` J v - A6.1 �� -t insulation(see K AA6.1 iD These plans are an instrument of service and are insulation (see 1 2 :' i I I ,-� Attic �61%,r ` 1 y < 1 „r schedule) the exclusive property of the architect. typical utter schedule) \� r y- 14 Infringements of the concepts and design ideas (see sht. G-3) ,- Attic rafter behind \� X-i',✓' typical utter '. ! a' presented on these drawings shall be prosecuted late hei hi: _ _ )A, f se ht G ) typical guttj typical utter g Copyright P g \ \ i// see sht. G 3 1' s YP ht to the fullest extent of the law. Cop i ht 2022: I -- — — ( y - { , iS 3 � � ,' - Michael Macrina Architect, pc. All rights reserved, I - - - celjoistsdormer plate height e - -- -- -- �' ) In \ o part he plan may a repro without -' - ----L - - -- - - - --- - ---- - J I 9n of s reproduced{�. (see G 3) \ --__ _: I ndow header (see strut. plan) windo heater the expressed written consent of the architect. --- ----------- ! -- --- - - - window header .. - ---- do header— ------ - ----- - - - _ _ - - -----Align see strut Ian celhng)o \ �2" r- - - -------- - -- (see strut plan) _ (see strut ply) fists -( Ian) (sed�tru2�elan) j -- - - I ( P - s strut p - Fascia \ overhang I; 12" j I r __ _�-_ ndow(see overhang i 12" !I 4 window(�ee ! jl ! ( i �! t1l overhang ! p ) ! Un'Inished 9 Drawing floor Ian w ng Status window(see window(see, _ I overhangplan) ' __� floc r plan) `\ - -1i ; -1 f edrOOm t ;' ; p ) \ �I �I 1� - - T1 J % wall beyond: i 3 floor Ian) _ floor Ian \ Attic r I? !r - -I I� I teco ,` doors see ra ed wall i I; j ! ! l 00 i ( - - ! 1_i _J�- - - roof rafter floor Ian ( plan) be and 1 P ) ; ' r,, re°a der _ y —�; ` i !„ sele floorroof oofmlan _. -- J 1 --- _ _r f=door(see - i. - ( P ) ----- ,I �; --- 1.:� Y I floor plan) donors(seems i i'! - - --- b - S8 po= o r in inslafion see 2 S2 -- - - - ( 12 floo la ( -- 12 Insulation see li ` ! I ood subfloor insulatlion (see A6.1 eed i, P schedule) 1 2 P_ i�iAtticAs.1 o T ; > ) ...sec. floor subfloor I ;, schedule schedule M I sec. floor subfloor --- ==-_-j--- --- - - ------- - f typical gutter typical gutter ical utter plate height _ - ------ ------ /\` .Y \_ \ /\f (see sht. G-3) (see sht. G-3) / \i / / EYP -g - plate height see sht. G-3) --- - -- insulation (see - - -- ----- 4 2"x6"-exterior wall schedule) floor joists window header - _ - _-- - - roof rafters floor fists _ - _ see roof see strut. plan) i roof r afters window header --- see strut. Ian ( plan) Align _ I;:} - _ Align ( plan) ( P ) (see roof plan) 1±1studs at 16 oc with ( P ) see strut Iandouble top plate and23�' 1 an) Fascia I ! Fascia :,� - pate window(see 12" --' I. I. i; ( I I, Install(1)layer of 5/8„ �E wall be and overhang single shoe I (see strut plan) framed wall I' I!, floor plan) overhang I r ! I t type X gypsum wall ! Y window(see , I j, (see floor plan) board to all walls and floor plan) !; _ _ Ili ! j I (I'- li overhang ceiling in garage. Two ! - �! ! B ath rm. #2 I _ I; 2"xs"exterior wall Q, Dates rn I X10 l _ ( Ik ! studs a 16"oc with ! doors(see _ Bedroom #1 S10 -- Gara e t 1 floor Ian framed wall I j - double top plate and A6. A6.1 - ! I`-; i,- framed wall single shoe plate 9/18/23 Issued to Building Dept. plan) I ( plan) c (see floor plan) Install heat detection rated for see floor Ian l —insulation see' (floor joists flooring to exterior temperatures in ( ee strut. Ian be selected insulation (see ! `.` - I shingle flare garage to be installed as per shingle flare I_ -= P ) ' (see sht I A5.3) !',' � I �- ,: g - ) 1 schedule sht.A5.3) anchor bolt manufacturer's specifications anchor bolt (see sht.A5.3) shingle flare schedule ) g I see first floor subfloor (see sht.A5.3 ` ` / f / / - - - (see fid. plan) (see fnd. plan) first floor subfloor _ _ ) - - - / - ;a l_ - _ p.c. slab - ceiling height _ _ _ _ - - - - _ - _ _ _ _ _ = new p.c.foundation (see fnd. plan) new p.c.foundation \ / ---- - - - -- - ------ - -� - -- --- ----- - - --- -- wall(see fnd. plan) wall (see fnd. plan) t low beam (see I I - l 1 I I - I insulation ! i - 1 fnd. Ian - -- - insulation plan) (see schedule) I - - -- 14 - - e schedule) - - - framed wall - I 11 a. se's e j framed wall(see I - - - - 4 4 -- i (see floor Ian i plan) - -- - �� framed wall (see fnd. �� : A3.2 I I I A3.2 I --�---- - -ice- I' I I fnd.plan) I I I I new p.c.footing new p.c.footing 0) itr -- - r T - -- I I I, I I (I (see fnd. plan) (see fnd. plan) - door see W.1.C Do ( P A3 2 new foundation floor plan) (to be designed N D I I; I I wall(see fnd. plan) --- by others) ate Description o. ript' -- - - - I new p.c.fnd. Section Project flooring to wall beyond—� flooring to I I retaining wall j be selected see floor Ian be selected (see fnd plan) j ) top of slab ( I -___ __ _ I _ J new p.c.footing I Proposed >= PAL2,Lr (see fnd. plan) "` new p.c.footing ' Residence new p.c.footing (see fnd. plan) (see fnd. plan) I Section i For S1 A6.1 I--- -- ----- ridge board Phil (see roof plan) top of ridge %i Debra - -- 6� 1 i � roof rafters _ (see roof plan) Y Y ^ R bec k % insulation (see--/ io schedule) Attic 1065 Fleetwood roof rafters � Road . (see root plan) 1 roof rafters Southold, NY / (see roof plan) OL _—ceiling ) pr -insula dormer plate height - -- -- ( � joists 2x12_ uriin r L - - - 1 . l - 2"x12' puriin ( c. plan) (typical) -> t tion see insulation see. �� see stru ---- - LI_L - ( _y4" Overhang 2'-8- see roof plan typical roof shingle ice and water shield F_ undedayment rams crown House Exterior Wall —(see sht. G-3) House Air Barrier awl Mac :t l House Siding rake board 00 Roof Rafter 4 -1 (see sht. G-3) C*4 N/ .Architect House Subf1oor 21 Main Street Stony Brook NY 11790 1111117Z<�_777 rams crown soffit board Lap Air Barrier over see sht. G-3) (see sht. G-3) Metal Cap Flashing z Z77,_ phone. 631 686-6585 fax. 631 686-6786 email. MMacrina@MMArchitectAIA.com web. MMArchitectAIA.com Rim Joist Install Ice &Water Shield undedayment \_J frieze board over Plywood Sheathing to overlap (see sht. G-3) These plans are an instrument of service and are onto foundation wall and terminate 12" the exclusive property of the architect. LO Infringements of the concepts and design ideas above decking, shown as a dashed line presented on these drawings shall be prosecuted Mfr: Timberbuild.com to the fullest extent of the law. Copyright 2022: Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without Floor Joist Model # 13T1 typical siding the expressed written consent of the architect. (see sht.G-3) Install Metal Cap Decking to be Finish: Smooth /lashing over Nailer selected Overhang roof Species: Western Red Cedar V Drawing Status This bracket is to be orderedTypical Rake Detail as a structural bracket 1/2"dia.x 4"Lag Screws at 15"oc 3 to be hot-dipped galv. Hot-Dipped Galvenized Hangers C-4 at each deck joist Typical Bracket Detail P EIv1 IS E I not t(:31 scale V 2"x Pressure Treated Ledger 0 0 0 0 Ice&Water Shield from fascia to 24"past inside face of wall 0 0 0 0 rn Dates --- -- typical gutter 9/18/23 Issued to Building Dept. - 5 Roof Rafter_J (see sht.G-3) O low porch beam (see structural plan) ------------------------------------- A A 'Simpson'DTT1 Z(910 lb)deck tension tie hold down device with a min.750 lb 3/4"thick Versatex' capacity at 4 locations,evenly distribute -/- �/ V along deck and one within 24"of each F n. Dir i. 2"x soffit 1/2"dia.x 4"masonryend of the ledger. Hold-down devices framing at 16"oc Lag Screws at 15"oc to 0) shall fully engage deck joist per'simpson' be hot-dipped galv. specifications with(8) 1 0dx1-112"nails on < wide face of deck joist. Secure tie to to sill blocking each side fascia board plate with 3/8"dia SDWH timber-hex HDG A (see sht. G-3) screw as per'simpson'specifications 'Versatex'rams crown 11i rams crown soffit board N (#VERRC01) (see sht. G-3) (see sht. G-3) No. Date Description V Project frieze board C 3/4"thick Versatex` see sht. G-3) bottom wrap recess jl Proposed 1/4"from side wrap Foundation Wall_J typical siding Residence —Versatex'base cap (see sht. G-3) moulding(#\IER164) Typical Deck Ledger Detail W! Typical Flat Eave Detail E3 = 1 '-O' (ha If scale) For 4 (as per figure R507.2.3(2) of the 2015 IRC) (all floor joists run parallel to deck joists) 0" 3 Phil & Fin.1Dim. 3/4"Thick Versatex' D ebra shim space Rbecky y 1065 Fleetwood Road 6 6 Southold, NY 6'x6"P.T. post Ice&Water Shield from fascia to to be fastened 24"past inside face of wall to p.c. Pier Jurisdiction [/-/7-_7 Lroof rafter Town of Southold typical gutter miter and glue joints (see sht. G-3) Suffolk County 4 --------------------- 0 'Versatex' Drawn By: scotia moulding M.D. t (#VER93) 2"x soffit o 1. .7/-- framing at 16 o Checked By: M.A.M. Job No. 12" fascia board see sht. G-3) 2130 5/4"Thick Versatex'base low porch beam rams crown soffit board Sheet Title (see structural plan) JLI (see sht. G-3) (see sht. G-3) top of porch Exterior Details —overhang T T Typical Column (see roof plan) 7 Enclosure Detail wrap beam with 3/4"Versatex Sheet Number : Typical Porch Eave Detail F. FASTENING SCHEDULE : Table Rso2.31 of the 2020 RCNYS STRAPPING DETAILS Strapping can be installed directly to rough framing or over plywood sheathing. O Contractor to contact local building dept. for required strapping Inspection. NOTE. This schedule does not include nailing for metal framing straps (see section for strapping and requirements section for rough opening framing requirements). All nailing is a general specification it applies unless noted otherwise. Joint Description No.of Nails Nail Spacing required uplift force as per table Porch / Deck Strapping Details ROOF&CEILING FRAMING R802.11 of the 2020 RCNYS = 14IP Rafter to Top Plate (toe—nail) (3) tOd common Per Rafter 203 pounds RAFTER Ceiling Joist to Top Plate (toe—nal) (3) 8d common Per Joist N i c y/ SIMPSON STRONG-TIE SIMPSON STRONG-TIE h "a Ceiling Joist to Parallel Rafter (face—nal) (6) 16d common Each Lap � 'C$20' Coil Strap � HCP2 (single hip rafter) c,%, r Ceiling Joist laps over Partitions (face—nail) (3) 8d common Each Lap over every rafter n .,oa ° ° HCP4, (double hip rafter) KA . Collar Tie to Rafter (face—nal) (3) 10d common Each End (5) 8dx1-1/2" Nails (3) 8d Nails dch �rc h itek. c Blocking to Rafter (toe—nail) (3) 8d common Each End \ t0 rafter • Simpson Strong—Tie g ( ) ( ) -ABA66 (6"x6" Post) (3) 8d Nails Rafter to Ridge Board end—nail 2 16d common Per Rafter � 0 0 WALL FRAMING RIDGE (2) 8dx1-1/2" Nails o " Top Plate to Top Plate (face—nal) (2) 16d common 16' oc BOARD to plates PLATE anchor bolt 21 Main Street Stony Brook NY 11790 Top Plates at intersections (face—nal) (4) 16d common Joist—Each Side 0 ` o e SIMPSON STRONG-TIE embedded in pier Stud to Stud (face-nal) (2) 16d common 24' o.c. ROOF ROOF H2A at each rafter phone. 631 686-6585 RAFTER RAFTER (575 pounds) Typical Post Base fax. 631 686-6786 Header to Header (face—nal) 16d common 16'o.c. Along Edges rn (5) 8dx1-1/2" Nails Connection Detail email. MMacrina@MMArchitectAIA.com Top of Bottom Plate to Stud (end—nal) (2) 16d common Per Stud v, to stud web. MMArchitectAIA.com Bottom Plate to Floor Joist, Band Joist, (2) 16d common Per Foot t Rafter to Rafter Roof Rafter to Plate Hip Rafter 2"X Ledger fastened These plans are an instrument of service and are End Joist, or Blocking (face—nal) �� S g the exclusive property of the architect. 1 Connection Detail S2 to Wall Stud Detailto wall structure Infringements of the concepts and design ideas S3to Plate Detail FLOOR FRAMING � presented on these drawings shall be prosecuted joist hanger to the fullest extent of the law. Copyright 2022: Joist to Sill Top Plate or Girder (toe—nail) (4) 8d common Per Joist Michael Macrino Architect, pe. All rights reserved, Bridging to Joist (toe—nal) (2) 8d common Each End See Rafter to Beam to no part of the plans may be reproduced without (5) 8d Nails 'Simpson' H2.5 A Post Strapping Detail (S5) the expressed written consent of the architect. Blocking to Joist (toe—nal) (2) 8d common Each End (600 pounds) Blocking to Sill or Top Plate (toe—nal) (3) 16d common Each Block Ledger Strip to Beam (face—nal) (3) 16d common Each Joist L (4) SDM2740OG hlrofterllGY ��� Drawing Status Joist to Ledger to Beam (toe—nal) (3) 8d common Per Joist 4J o rafter Timber hex screws Simpson L70 I Band Joist to Joist (end—nal) (3) 16d common Per Joist SIMPSON STRONG—TIE o_5 u Model 'HRC1.81" ° I a \joist han er'-- Band Joist to Sul or Top Plate (toe—nal) (2) t6d common Per Foot p g ROOF SHEATHING °° °° RAFTER u ° �� ft common • • 2"x Ledger fastened ° ° Structural Panels (see zone diagram) ° e HIP o - to wall structure T Interior Zone 8d common 12" o.c. 0 FTER u e° e E I C SET Perimeter Zone 8d common 6" o.c. RIDGE a �i (5) o Porch Rafter If_-- 1V" IT Gable Wall Edge Zone 8d common 4' o.c. 0 // 8d Nails °° Connection A/ Assembly Detail CEILING SHEATHING I r IMPSONStr STRONG-TIE— )every a a Gypsum Wallboard 5d coolers 7' Edge /10' Field �y post (3,045#) ° (4) SDM2740OG WALL SHEATHING ° Timber hex screws Structural Panels 8d common 6' Edge /12' Field H I Rafter Roof Beam Garage Door Portal Openings 8d common 3'oc into all framing S4 p S Porch reh Roof Rafter to Common Rafter to —pard, Raaf Rafter to B m Gypsum Wallboard 5d coolers 7" Edge /7' Field to Ridge Detail Beam to Post Detail S6 H I Nalle Rafter Dtl. to Post Strapping (S5 y Dates . FLOOR SHEATHING (Subfloor) Structural Panels 9/18/23 Issued to Building Dept. 1' or Less 8d common 6' Edge /12' field RIDGE Greater than 1" 10d common 6' Edge /6' Field N (4) 8d Nails Plate If Cripple studs are utilized over solid wood po (8) 8d Nail L GTM second fir. header,then provide one CS18 strap from top plate to clipple stud ATTIC SIMPSON STRONG-TIE Q LECNU header from Cripple scud to header colum wrap ( ) 'CS20' Coil Strap N 8 8d Nails 8 8d Nails over every stud %� ( ) CONNECTION OF MULTIPLE PIECES O N ,u (1,030 pounds) (8) 8d Nails — OF TOP-LOADED BEAMS(1) \ d Common Nails a ; \�_- �%� SIMPSON STRONG-11E a ach End of Strap BLOCKING 2 BAYS 1%.Width Pieces: 3 CLEAR 'C over e Coil Strap or Girder p over every jack & king stud BACK @ 48" o.c. C SIMPSON STRONG-TIE Post Beam Strapping • Minimum of 3 rows tOd(3"x 0.128")nails at 12"o.c. •_ w Sims H2.5 PP g 'CS20' Coil Strap p SECOND FLOOR Q • Minimum of 4 rows 10d(3"x 0.128")nails at 12"o.c. Q over every stud first floor Install Simpson CMST16 .Y (8) 8d Nails Post for 16 ft wide sliding door & Post Bas No. Date Description � for 14"and deeper beams ^ (1,030 pounds) Y �L Provide strap for Z • If using 12d(3l/4")or larger nails,the number �D each jack stud when of nailing rows may be reduced by one. LENGTH Project L multiple jack studs (8) 8d Nails (8) 8d Nails � are required 3%"Width Pieces: � Q q q Concrete P BLOCKING 2 BAYS BACK ® 48" o.c. • Minimum of2rows�"bolts at ; uJ u~i N rim joist Po r h Column Proposed FIRST FLOOR 24"o.c.staggered (8) 8d Nals to eck AsseI -mbly D tail be Load must t o applied event'across entire /I'� Residence beam width.Otherwise,use tx"mections for sideaoaded beams. `u Additional nailing or bolting may be Gable Stud Wall First Floor to Second Jack Stud at required with side-loaded multiple-member S7to Wa I I Stud Dtl. S8Floor Wall l I to d Detail i a S S9 Header O enin beams.Refer to current product literature. g BLOCKING 2 BAYS Roof Beam BACK @ 48" o.c. —Porch Roof Rafter to Beam to Post Strapping (S5) For Gable Wall Blocking Dtl . N Q (8) 8d Nails •- SIMPSON STRONG-TIE SIMPSON STRONG-TIE 8 8d Nails Phil not to scale 'CS20' Coil Strap SSP stud plate tie SIMPSON STRONG-TIE---':/ ) }, over every stud over every stud CS20 Coil Strap a (1,030 pounds) (435 pounds) over every stud � Solid Wood Post �► Inside Hollow Column Debra 0 j D (4) 10d Nails N Loadglass g Hollow e C Rim Joist blocking door \� � Fiberglass Column PSPN516Z = / / (8) 8d Nails ao�b\\otie lojst RPS28 MSTC52 — I d d 2) 8d Nails 5�\\p , ° Post Base inside 1065 Fleetwood Road Nails Hollow Column (see Dtl.) '° ••' � wrap under �'� (5) 8d N s o ° Sill late o 0, sti se tl. P 1 l 'Simpson' H2.5 A ° i ° fill Southold NY 8d Nails ,. IS hanger top plate joist h nge L IUII •I,"I III �IIII (5) 8dx1-1/2" Nails SIMPSON STRONG-TIE �—Concrete Foundation Jurisdiction IIII III � foundation I�I wall ' II IIIIII Ill CS20' Coil Strap stud over ever stud 8 8dx1-1 2" Nails y ( ) / , Town of Southold L II (3) 10d Nails �IIIII I VIII ��� (8) 8d Nails ATER OR PIPE O I Suffolk County Wall u t Wall Cantilevered Wall Stud Std o II Stud to Sill Plate Solid Post Porch Column co a F T Rim T 1 Rim i t D ail 11 around H S12to to PI D O Jos et ouse and araeo ate et it S Ga� 9p Drawn B to Found'n Assembly Dtl. y 3 r- T M.D.Co o, NS1 SS1.5 m m Ci r :t C Y Beam to Joist Strapping Checked By: ., _ r Simpson H2.5 - Note• STRAPPING INSTRUCTIONS (hot-dipped alv. M P ( PP 9 ) NS1 Q CD Required where note " M.A.M. q ' i✓ 1. All Strapping To Be 1-1/4 Wide 20 Ga. Steel J • a N �, on plans see deck ledger •�• 77 y or Simpson' Equivalent CS20 (coiled strap) (4) 8d Nails Deck Joist Job No. HD Unless Noted Otherwise. detail, same sht. o v •� for attachment CD NSI k 2. Use Stainless Steel Straps & Fasteners or 2130 rC Q L Soli omer Post to house of - Hot Di ed Galvenized When in Con w > � Solid Come ost pp tact U - Hss2- s _ Q Q with Pressure treated Lumber. ko > (4) 8d Nails Porch Girder Sheet Title : V r Y LINES _ SIMPSON' HDU8-S 2.5 3. Install Strapping For All New Construction. e ...` And where noted on plans Post to Beam Strapping 0 7 8" dia. 2-16d Common Simpson H2.5 (hot-dipped galv.) Stra Details Q " 4. Install Strapping for Each of the Following: pp g _ HSS2-3-S }' ' meson' HDU4-SDS25 Threaded Rod nails ® 6 o.c. Post 0 oldown for full length -Rafter to Rafter over Ridge Post Base NSI--i ELECTRICAL WIRING (y of stud -Rafter to Plate to Stud - Nailing Seh■ C Blocking a -Hip Rafter to Plate to Stud o l second floor = r7 �NS1 R ® Endwall 1 o -Common Rafter to Hi Valle Rafter ` PSPN516Z LOAD BEARING WALL (with HVAC Chase) \ 0 \ O I II o —End Wall Studs to Wall Studs - Framing Details MSTC52 U III —Header to Jack Stud PSPN58Z '_ --___ 8" dia. Threaed Rod o �••. C Rim Joist E edded 12" into Concrete a, -Jack Stud to Rim Joist - 0 -Wall Stud to Rim Joist Concrete Pier ••"� ~RPS28Z O w/ pson 'SET' Adhesive -Cantilevered Stud to wall below AL -Rim Joist to Sill Plate Sheet Number . 'SIMPSON' HDU8 DS2.5/ • first floor -Rafter to Ledger with joist hanger C -Rafter to Beam to Post Plumbing , Electrical & HVAC Protection Guards = Holddown Connect) Dtl. Holddown Conn e tion Dtl. -Beam to Post to Floor Beam Deck Strapping aE -Floor Beam to Past Assembly Detail r. not to scale where noted on floor plans for first floor to second floor con ction 0 -Post to Pier (footing) -Joists to Beam LEGEND SYMBOL SUPPLIED BY INDICATES PHONE JACK Tphon ". k. new direct INDICATES CABLE JACK TIV I vent boiler INDICATES DUPLEX RECEPTACLE is ----------- " I I I h Zia ED� I � HH HH H"{�---------H"-� INDICATES FLOOR OUTLET I I I INDICATES QUAD RECEPTACLE I Electrician to I I c,-ft, r i i consultfor exact lient i I I I I INDICATES LED RECESSED i television location. i I I I I ADJUSTABLE CLG. LIGHT FIXTURE A rc h i teh, ct I I I I E------- INDICATES LED RECESSED CLG. HH� HH�HH - - - - - - - - - - - - _-_-_-_-_-_ HH LIGHT FIXTURE 21 Main Street Stony Brook NY 11790 S _ HH ' �T T � HH --------------- INDICATES I I I _ -- _- LIGHT FIXTURE FACE MOUNTED CLG. -0 phone. 631 686-6585 New i i I I _ __ __ --- _ _ fax. 631 686-6786 r- INDICATES PENDANT CLG. LIGHT ,�,P email. MMacrina@MMArchitectAlA.com Recreation 1 1 - - - - - -- ---- - FIXTURE web. MMArchitectAlA.com Room I I 1 _ __ _--- -- ! 13130 INDICATES LED KEYLESS CLG. LIGHT � These plans are an instrument of service and are .: ----------- ----------- - ----------- ----------- - - - - -- - -----_ -------- - Infringements the exclusive property of the architect. •✓ 'i ' ` ' ' '` - � + � ' E _ _ _ _ INDICATES RECESSED CLG teghrcHH HH HH H" � � 1 - ' __ _ _ FIXTURE -- o the fullest extent f he law. Copyright 202 • ---- _ - --- -------- ---- _ Michael MacrinaxArchitect c. All rig reserved, I I I I I I r � WATER PROOF LIGHT FIXTURE �� P g —__ - - bench - -_ - - 1 ------ ---- -------- ---- - - no part of the plans may be reproduced without I the expressed written consent of the architect. 'r I I i I INDICATES WALL MOUNTED LIGHT P 1 - - -- --- - FIXTURE --------------- ----- - --------------- -------------- -- ` • --------------- • -------- ------ ------------------- ------- ------- ------- ----- ---------- - --- ------- - -- - ----- - --------------4----------------� -----9- lex. - -- - - - existin electric -_ __ _- -- - _ - __ ___ __ __ - __ _ - til INDICATES SURFACE MOUNTED LED SML Drawing Status E.Pf� meter - -- - -- -- - - _- I - - _ — — — LIGHT FIXTURE HH HH -----------HH - - - HH - 1 H HH I I I f - - - _ - ------ - ---------- - - --- -------- ------------ ------------- I --- ------. --- - _ - ----- ---_-- --_ - _-_---__ ___ ----- ---- ------ --- ----- ! INDICATES JAMB SWITCH ,IS 1 - - - -- - -- - --- - - -- - -- -- -- - ; landing HH i - - - -- -- -- -- - -- _-- --- - --- - _ INDICATES SWITCH New I I = -- -- _ - --�ncovered -- - - - -- INDICATES 3 WAY SWITCH RKAIT SE I 1 --_ - - - - - - - - -- -- -- - — HH HH - HH i i i i Up I Unfinished I I -- ---- - - - - - - - -- ---- -Deck- - ----- -- - - - - -- - -_ ! P - --------- --- ------------ --------- - 3 I Icl4eti i HH I Cellar i I -- -- - - - -- --- ------- --------- ---- - - - -- -- - -- j INDICATES 4-WAY SWITCH $4 INDICATES EXHAUST FAN(100 c.f.m.) EF HH ---------- "" --- -- _ - - GFI �H I HH I i— I —' - - - - - -- - - INDICATES SMOKE DETECTOR SD HH - --------- HH new pleneP or - -_ - --- - 3 INDICATES CEILING MOUNTED DETECTOR1, CARBON MONOXIDE 1 ' ----- -46�-- - �- - 13 -- ----------H - -------_ -H 0 dhMsink ;Gfl d.w.: GFl y------ . .. o -- - ED CARBON, NeW .. ___________ _ INDICATES WALL MOUNTED' � T Dates Bathrm. EF =___- HH I HH I HH I I HH MONOXIDE DETECTOR CM - - - - - --------- ---------- - -------- #1: ------ - - -- --- -- " " ng Dept. �_. } -- _- -- _ , I I -� -, H I H I Kitchen INDICATES CEILING FAN W/LIGHT HH -- New N I I .. n NG QOQ I - o e ectnca ,. t O mUnexcavated work to be W.Q.C. atT p _ performed I i j " �' I I Great I ' i \ I I INDICATES LED LIGHT FIXTURE No electrical New work to be Unexcavated I Room I I I p d� I r THERMOSTAT a . I I I hood O performed I I �, H _� . .._ ., \' pendant }----- — — oven FIXTURE BOX 1 ' FB ■ I ! I °n{ I I SOFFIT MOUNT MOTION FLOOD 0p Cellar Level Electrical Plan _ LIGHT W wh 1/4" ice` `� WALL MOUNT MOTION FLOOD LIGHT ((AiC'unit' Dg plan north ---- - -- ``� i No. Date Description HH _—_—_—_— HH _—_—_—_ HH HH —_—_ HH UNDER CABINET LIGHT(LED) Project gas Ham_------ -- -- ---------- -- - ---�-- Wet Bar I I fireplace 1 ----- -----sink----------- i ref. -------------- ------- whip 'f A/C u t\l j/ NOTES Proposed HH ------------------- - o o n 3 3 II " \ y\` j/ i I - -- -- - 3 1. WHITE DECORA RECEPTACLES&SWITCHES esi ence Bedroom #1 I l SD HH II Foyer I j w.m. dryer H HH - - - 0 2. CONTRACTOR TO CONSULT W/OWNER PRIOR TO INSTALLATION, D CM i i I I p T HH I - - - - HH -- i - �---- , — — —_- REGARDING ANY ADDITIONAL EXTERIOR MOTION DETECTOR& O D �I FLOOD LIGHT LOCATIONS. �-- M� _ i__ I _ __ ____ _ I I landing -- 1 HH HH O - I I- I ; 1 -_ --_ 3. CONTRACTOR TO CONSULT W/OWNER PRIOR TO INSTALLATION, For Q I M closet - ------------------ "' I I { r-- - ----- _--I I-Laundry I ANY ADDITIONAL LIGHTING, POWER, CABLE,AND PHONE 1 HH - - - - --- M__ REQUIREMENTS S AND LOCATIONS. Phil TV I HH'- --' m I sink I H T� I-' 1 -_1-- I --- 4. ALL OUTLETS TO BE LOCATED 18"A.F.F. ' IRoo-- P—� -- -- HH--=�-- -_ HH -'--T--i- -_ _ -_— -i-,HH Debra HH 5. ALL SWITCHES ARE TO BE ON DIMMERS/48 A.F.F. H�---==---�.__�--� --- HH - ------ HH I -Mud, I Room ! 6. CONTRACTOR TO PROVIDE POWER FOR SECURITY SYSTEM, Powder - -_ - LOCATION TO BE DETERMINED. _ Room ' - –"-" ----- -= --1 -1- � I I - J - ) L. HH L - - HH --�, ecky - - bench 3 _ -- -- - EF - -_-T_ 1065 Fleetwood Road Bathr 2 over�d - -- W W N RECESSED LIGHT SPECIFICATIONS N _a= o -Porch -- -- Southold, Y :`t: — C — closet HH --- EF - HH HH --HHT-- r-- HH All interior recessed light fixtures are to be 'Halo' LED - - ---_-- -- -- -�- r T -- GFl GFl cFl Jurisdiction -- — r f �. H995 4" New Construction AIR-TIGHT IC Housing W.I.C. _i_—___— _—�� ___ __ with RL 4"white LED trim kit module. ----F_____�� --_- -__ _ I Town of Southold �� 7 �i --- L _ _ _ _ I L I L I L All exterior recessed soffit light fixtures are to be 'Halo' LED T H995 3" New Construction AIR-TIGHT IC Housing with RL Suffolk County step I I I 3" white LED trim kit module. step Garage surface mounted LED light fixtures to be 'Westing Drawn By: � Y House #63221 12 watt 6 LED flush white or equal. M.D. � T F First Floor Electrical Plan FIFyr .,. s1 Checked By: (` c plan north -- - --------- L--------- --------- "� M.A.M. F4 .. Job No. Two-Car I I 2130 \ O Garage I I Sheet Title i i i i Electrical Plan ML L L -- 1 i--------- I --------- _ ---------- �L - Cellar Plan Install heat detection rated for exterior I I - First Floor temperatures in garage to be Installed GFI as per manufacturer's specifications L wail-_ - — � — Sheet Number : mounted I I I I garage door opener LEGEND SYMBOL SUPPLIED BY INDICATES PHONE JACK Tphon j INDICATES CABLE JACK N `Vr INDICATES DUPLEX RECEPTACLE INDICATES FLOOR OUTLET® INDICATES QUAD RECEPTACLE C r n .-a INDICATES LED RECESSED 4n AllilI, rC h i be Ct ADJUSTABLE CLG. LIGHT FIXTURE INDICATES LED RECESSED CLG. HH LIGHT FIXTURE 21 Main Street Stony Brook NY 11790 _ INDICATES SURFACE MOUNTED CLG. M _ LIGHT FIXTURE phone. 631 686-6585 fax. 631 686-6786 &_k-#2 INDICATES PENDANT CLG. LIGHT email. MMacrina@MMArchitectAIA.com -- — FIXTURE web. MMArchitectAIA.com - INDICATES LED KEYLESS CLG. LIGHT KL These plans are an instrument of service and are ---- -- -- ------- FIXTURE the exclusive property of the architect. Infringements of the concepts and design ideas i presented on these drawings shall be prosecuted INDICATES RECESSED CLG.( WP to the fullest extent of the law. Copyright 2022: Sloped clg:1"___'*u i' 1 I WATER-PROOF LIGHT FIXTURE Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without ______ ___ _ HH___ HH - HH __ _ _ _ _ _ HH INDICATES WALL MOUNTED LIGHT the expressed written consent of the architect. ----- ------- i - - EF'— �— - Bedroom #3 FIXTURE - , H , HH , I $athrm. #3 -- INDICATES SURFACE MOUNTED LED �SML Drawing St i atus LIGHT FIXTURE INDICATES JAMB SWITCH .Is sloped 1 I ! i I 0 I / - INDICATES SWITCH $ clg. i l i Q i N :__ _ _:_ - TV i i N I INDICATES 3-WAY SWITCH $ SET3P `�." T i I I i I — I -- -T INDICATES 4-WAY SWITCH $ I I '- 1 4 HH44 HH'''"— "--�-- �" HH i — — — ! ! - INDICATES EXHAUST FAN (100 c.f.m.) EF —'�-------------I- ------ -�\ H 'rHH H - — ------ HH INDICATES SMOKE DETECTOR SD sloped clg — ��� W.1.C. - ` INDICATES CEILING MOUNTED - ----- CARBON MONOXIDE DETECTOR C .$3 $3 I I M INDICATES WALL MOUNTED CARBON CM Dates HH HH HH HH HH MONOXIDE DETECTOR HH I ---- —"— — — — — —" I _ O -- -- -- "------ HH -------- -------- -- -- -� — O O 9/18/23 Issued to Building Dept. HHH I I ! ! HH� HH INDICATES CEILING FAN W/LIGHT O Bedroom #4 l ! i i Hall W.I.C. 00 i HI'' H = INDICATES LED LIGHT FIXTURE D HH HH THERMOSTAT TU O I I ! Bathrm. #4 .. I I ------ EF FIXTURE BOX CED N I I�\ ! I I H HH HH wQ.-i: FB a� HH HH HH ' HH ' — o ' MOUNT MOTION FLOOD SOFFIT �Q HH -----�=�-, - ---- H U -- -------- — - - i ---- I U --: - - LIGHT _� -1` r; L I I WALL MOUNT MOTION FLOOD LIGHT sloped clg.' \1J, � l�'i sloped clg. Loft 1 " No. Date Description UNDER CABINET LIGHT(LED) Project , HH -_ HH- -- -—-—-—- -- - –-- S HH f I I I --window_ __- zt� j --------------� NOTES Proposed - ==shelf _ -0 i ! 1 1. WHITE DECORA RECEPTACLES&SWITCHES Residence i i 2. CONTRACTOR TO CONSULT W/OWNER PRIOR TO INSTALLATION, REGARDING ANY ADDITIONAL EXTERIOR MOTION DETECTOR& „ I FLOOD LIGHT LOCATIONS. ----------------------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------------------------- KL 3. CONTRACTOR TO CONSULT W/OWNER PRIOR TO INSTALLATION, --------------- I ANY ADDITIONAL LIGHTING, POWER, CABLE,AND PHONE For REQUIREMENTS AND LOCATIONS. i 4. ALL OUTLETS TO BE LOCATED 18"A.F.F. Phil Unfinished Attic ! I 5. ALL SWITCHES ARE TO BE ON DIMMERS/48"A.F.F. KL KL i 6. CONTRACTOR TO PROVIDE POWER FOR SECURITY SYSTEM, Debra --------------- i LOCATION TO BE DETERMINED. �ybec Second Floor Electrical Plan � /4" _ 1 .-o•' 1065 Fleetwood Road plan north ! ; RECESSED LIGHT SPECIFICATIONS Southold, NY i I All interior recessed light fixtures are to be 'Halo' LED KL --------------KIL% ; H995 4" New Construction AIR-TIGHT IC Housing Jurisdiction with RL 4"white LED trim kit module. i All exterior recessed soffit light fixtures are to be 'Halo' LED Town of Southold H995 3" New Construction AIR-TIGHT IC Housing with RL Suffolk County 3 white LED trim kit module. Garage surface mounted LED light fixtures to be 'Westing Drawn B KIL ' ; House' #63221 12 watt 6" LED flush white or equal. y �� '� e: v -------_f M.D. Checked By: zf I M.A.M. W. L----- ------ Job No. 2130 Sheet Title Electrical Plan - Second Floor Sheet Number: