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49296-Z
r 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#: 49296 Date: 5/23/2023 Permission is hereby granted to: Ha and , James One Emmet Dr Ston Brook, NY 11790 To: construct additions and alterations to existing single-family dwelling as applied for per DEC Non-Jurisdiction letter. At premises located at: 1450 Three Waters Ln Orient SCTM # 473889 Sec/Block/Lot# 15.-3-19 Pursuant to application dated 4/26/2023 and approved by the Building Inspector. To expire on 11/21/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,126.00 CO-ADDITION TO DWELLING $50.00 Total: $1,176.00 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 11 tiltni�a )i 'roi ° Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only c� I I r PERMIT N0. Building Inspectors IL d APR 2 1 2023 Applications and forms must be filled out in their entirety.Incomplete m i�lpwtlliCi s "" i ='° applications will not be accepted. Where the Applicant is not the owner,an "'Z"Ii i'ii w Owners Authorization form(Page 2)shall be completed. Date: OWNERS OF PROPERTY: Name: GL �t/1 Cif �. a M e S k1eq')44kCTM # 1000- rrD-- (}' r Project Address: /7 ,5-d lYo e- 14)4 S 11 Phone#: / 3 Email: 1� �1,Xi� L 1'►'1 3 - ' 4 � _ G c Mailing Address: / /YL m e-t �� Sf0/1 � �� D �C-- /v I 1 / 75 () CONTACT PERSON: Name: W I "ve l i ' i� Y'i n flirCtV Mailing Address: n Phone#: foS 811 Email: J � Y� 1Q " 60111K a- M. r DESIGN PROFESSIONAL INFORMATION: C n Name: t l Mailing Address: I l"tl )`. C1. Phone#: (611 ,nl � Ema l: � 1I N t (W_C CONTRACTOR NFORM TI'ON _:. _ I w Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION G ❑Repai ❑Demolitio Estimated Cost of Project: (A ckcc $ El New Structure ❑Additi n ❑Alteration � ❑Other Will the lot be re-graded? ❑Yes No Will excessIl be removed from premises? ❑Yes No 1 PROPERTY INFORMATION Existing use of property: i 66 Intended use of property: ReS\d-'- (No-\6'-Q Zone or use district in which premises is situated. Are there any covenants and restrictions with respect to this property? ❑Yes ANo IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the To'wo Code.APPLICATION IS HEREBY'MADE to the Building Department for the Issuance of a wilding Permit pursuant to than Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code; housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a Mass A misdenieanor pursuant to Section 210A5 of th.e Now York State'Penal Law. Application Submitted By( int arise): Mk00&-V VACS" .NrAutho rized Agent ❑Owner Signature of Applicant: Date: - STATE OF NEW YORK) SS: COUNTY OF LL�cx,, Vk�usyN -- mteing duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the A1rCh-wte--c-t (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 . -ti fele therewith. DREW D. CASS �wlnf�ff3f f "NATE OP NEW YORK Sworn before me this , "" Registration No.01CA6298761 Qualified in Suffolk Connty day of Commission L-xpires 17 March'27'126 .�6-,,A � � ` ` , 20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, j tcL residing at E—Lm MCA hereby authorize N nk o pp`ry on my behalf to the Town of Southold Building Department for approval as described herein.. Own I's ignature Date � ,_d Print O er's Name 2 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY.o Stony Brook.50 Circle Road,Stony Brook.NY 11790 P:(631)44403651 F:(631)444-0360 www.dec.ny.gov December 2, 2022 Michael Macrina Architect PC 21 Main St Stony Brook, NY 11790 Re: UPA# 1-4738-01153/00003 Facility: 1450 Three Waters Ln, Orient, NY SCTM# 1000-15-3-19 r Dear Michael Macrina: The Department of Environmental Conservation (DEC) is in receipt of your client's request for a jurisdictional determination for future improvements to the rear of the property. Upon comparing the newest survey done by Ralph O. Heil, LLS last revised September 20, 2022 with the 1995 survey done by Anthony W. Lewandowski, LLS, we have found that there is a significant change in the location of all contour lines. Please see the attached transposed contour lines from 1995 survey to the 2022 survey. It appears that there has been grading which nullifies this area as a natural, gradual slope. Hence, we are maintaining our original jurisdictional determination of 1995. The portion of the property which is located landward of the 10 foot (MSL) elevation contour as shown on the survey prepared by Anthony W. Lewandowski, LLS, last revised July 19, 1995 is beyond the jurisdiction of Article 25 Please note, although part of the pool and patio pavers are seaward of the 1995 10' contour line, they adhere to our tidal wetland adjacent area development restrictions, 851.6(a)(1)and (4) (greater than 75' from the tidal wetland boundary and the lot coverage of irrwpervious structures is less than 20%) and would not have required a permit. No-Jurisdiction letters remain valid indefinitely unless substantial changes in site conditions have occurred. In addition, these determinations are issued for the property and therefore it is to new owners. The original permit and site plan/survey with er them not necessary to transfer 9 ry the jurisdictional determination of 1995 for this site should be saved for your client's future reference. Sincerely, Mary llaclinnon Environmental Analyst 2 cc: Judy Hayward, BMHP, File Att: Contour lines from 1995 survey added to 2022 survey NEWYO RK Department of A, p7N Environmental Conservation Scott A. Russell �TO�]KI��MAT]EIK SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 p w 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) j APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: Date: Riga uor ..,.+• i. Contact Inform .� lG-.b1mi&Telephone Numbeif Property Address / Location of Construction Site: iy5CO) cc ���~ �� S.C.T.M. #: 1.. tric000 Dist 15 Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - w Area of Disturbance is less than 1 Acre No S.P,D.E.S. Permit is deg uired p Project does Not Discharge to Waters of the State. No S.P.D.E.S. Perrnit is Rewired ! - Area of Disturbance is Greater than 1 Acre&Storn-i-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E_C. Prior to Issuance of a Building Permit. - Area of Disturbance is Greater than I Acre&Storm-water Runoff Flows Through Southold 'T'own's MS4 Systems to Waters of the State of Neta York, THE APPLICANT MUST OBTAIN a,S.P.D.E.S Permit through the Southold Town Eno-ineer0a De artment Prior- to Issuance of a Bulldinl? Permit. e I a " Reviewed By r� Date: d3 C e...� __... "73 SEPTEMBER 20, 2022 — AD' d� 2Chc VES ti �� GUARD RAIL ZONE AE 11 01F A¢M Y TAE SBA ERS ASSOCIATION AREA = 62,769.3 sq. Zovc 1.441 pc. wA FE.21'w N 7b PAVERm� , PATIO Pi r-R,� r r �°'" �e z r r " - N, a M Vw�m r b w F z * G uPrA:aE' W�w 1.I � � k r` " wTt m u° c' i PRE 01 P-: AIER / PA'IG ]94 �.... d w —w..o 1 J FE.IRA° yrs y� j�I°q y �, 67; a„ �5r'GNL�Wr „t8'd.4YrAq A!rA 71 1. I" GENFRATOC V. " / w WOOD i •.FE. 7.4W a°' a d p MAP OF w. — LAND'S END AT ORIENT POINT 0. wz r V rr r b � Id t x 1 FE cd1'M'ti- d LJ cr►` I 3 ° 4 FE IBE W N Wr, ss'w ql N x 3 IEAr. d C141 � 7�SJR OFE.O.5Wt.OV z NES w x _ .. ,". x J:35 v ,W aw FE,C,4'x V,CNAW ... r �.`. uw FENCE I E a A: F<,•:v �41 �,s8.57'40" w 125.00' � ".`wr.° NOTES: , E--4 Lor 1. ELEVATIONS ARE REFERENCED TO N.A.V.D.U c EXISTING ELEVATIONS ARE SHOWN THUS OwmuND 2. FLOOD ZONE INFORMATION TAKEN FROM: WaL LOCATIOI+°NMOM FLOOD INSURANCE RATE MAP No. 36103CO -EAOR,B,AP OF THE SEA ZONE AE: BASE FLOOD ELEVATIONS DETEF SECTION ONE ELEV. = 11 p T C�J( Generated by REScheck-Web Software Compliance Certificate Project Hayward Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1450 Three Waters Lane James and Judy Hayward Michael Macrina Architect, p.c. Orient, NY 1450 Three Waters Lane 21 Main Street Orient, NY Stony Brook, NY 11790 631-686-6585 Compliance: 13.6%Better Than Code Maximum UA: 22 Your UA: 19 Maximum SHGC: 0.40 Your SHGC: 0.29 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 tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 70 42.0 0.0 0.028 0.026 2 2 Wall:Wood Frame, 16" D.C. 153 21.0 0.0 0.057 0.060 7 8 Window: Wood Frame 27 0.290 0.320 8 9 SHGC: 0.29 Floor: All-Wood Joist/Truss 70 30.0 0.0 0.033 0.047 2 3 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 designed to meet the 2018 IECC requirements in REScheck Version . REScheck-Wets and to comply with the mandatory requirements listed in the REScheck Inspection Checklist, Name-Title Signature Date Project Notes: These calculations are for the proposed addition only. k 0 / Project Title: Hayward Report date: 04/21/23 Data filename: Pagel of 9 REScheck Software Version : REScheck-Web Inspection Checklist 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. Sec �.m_�. ,..w _ ....._ ... .._ . ., .... .. .. _..._ .Plans Ve �...�_.jjjjjj . y.�..._ ......... _. ....... ...�. . eri coon P Value Value �Fiel Valuefied P ? ._, _ e P Re ID .. ... ��.,.. �� & R�# Co Construction drawings ❑Comnliehes. Comments scum Mons Pre-Inspection/Plan Review Co 10 g p 103.2 documentation demonstrate ❑Does Not [PR111 ;,energy code compliance'for the ❑Not Observable building envelope.Thermal envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and � � ElComplies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR311 lighting and mechanical systems. ❑Not Observable 'Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, ...Heating and cooling equipment� 's Heating: Heating. ❑Complies 403.7 sized per ACCA Manual S based Btu/hr� Btu/hr '❑Does Not [PR212 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: 1Hi h Im act(Tierg 1) 2 'Medium I wm mpact(Tier 2) 13 Low Impact(Tier 3) Project Title: Hayward Report date: 04/21/23 Data filename: Page 2 of 9 ._. . . .4 . . _.._.... .. _�a _ _.. ..........._,.� . ...... ........ �... .... ....r. .-.d...... ...... .. ....... .. . .... .Foundation . Sectlon Inspection lComments/Assumptions Rye deg, I , 303.2.1 A protective covering is installed to ❑Corn plies (l=0'1 )2 protect exposed exterior insulation ❑Does Not ', and extends a minimum of 6 in. below ❑Not Observable grade. ❑Not Applicable 403.9 Snow-and ice-melting system controls.:❑Complies V01212 installed. ❑Does Not 40eJ� '❑Not Observable ❑Not Applicable Additional Comments/Assumptions: lg w., p r 1) 2 Medium Impact(Tier 2) " 3 Low Impact Hi h Impact(Tie p p (Tier 3) .. Project Title: Hayward Report date: 04/21/23 Data filename: Page 3 of 9 # JJ__ ramin / Rough-in Inspection _.. ri Field Verified Complies? Comments/Assume 9 � Plans Verified � Field Verified Section r Value Value tions t &_Rei.,...... .. ... _ 402.1.1, Glazing LI-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]1 303.1.. ... ....—_��w .. _.... ,..,, , �. . .... ,_ m?..-. ..� -- .. ----.. .- 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 402.4.1.1 'Air barrier and thermal ermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable []Not Applicable 402.4.3 Fenestration that is not site builtDComplies � [FR20]1 'is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ;❑Not Observable or has infiltration rates per NFRC 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. ❑Not Applicable .- d r tur where duct is _ ..,,.o. .o..o ElCo. a.. — ..� [F 1�2]1 �insulated � Supply and return ducts m attics mplies 1 = oes 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. 1403.3.2 Ducts, air handlers and filter C]Complies [FR13]1 I boxes are sealed with ❑Does Not joints/seams compliant with ❑Not Observable 'International Mechanical Code or International Residential Code,as ❑Not Applicable applicable. 403.3.5 Building cavities are not used as applicable, ....... ..u�.�- , ,� ,.......... -� A....— -.. �.. .� � ..._ u ❑Complies [FR15]3 ducts or plenums. ❑Does Not 4a ❑Not Observable ❑Not Applicable [FR17]z abovep 05 °gF or chilled fluids ..... R .R , ❑Complies _...�.. 403 4 HVAC piping conveying led fluids ❑Does Not �d below 55 °F are insulated to >_R- 3. ❑Not Observable ❑Not Applicable 403.4.1,.. �Protection of insula.. ..� .....�.. -... ....m__— .... ...____ tion on HVAC ❑Complies [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not applicable 403.5. Hot water pipes are insulated to R- R ❑❑Domplies Not [FR18] R-3. �.a. ❑Not Observable ❑Not Applicable 403.6[FR19]z installed Automatic or edall routdoor airy w..... � � ❑❑ mp Does Not ��� gravity dam Not are intakes and exhausts. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) _ 2 Me p (Tier 2) 3 Low Imp Impact(T' act(Tier 3) �... — . . .. _ __� drum Im a . _ .. ....__— __.._ Project Title: Hayward Report date: 04/21/23 Data filename: Page 4 of 9 Additional Comments/Assumptions: ww p.... .--.-..., — ... . High Impac't' I 1 H' � �Low Impact(Tier 3) ... g pact(Tier 1) Medium Im act(Tier 2) „� � .. Project Title: Hayward Report date: 04/21/23 Data filename: Page 5 of 9 Se on Insulation Inspection Value Field Verified Complies. Comments/Assumptions�. Plans Veri & Req ID Value .�. 303.1 " _. a o All installed insulation is labeled ❑Complies [IN13]2 or the installed R-va lues ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.2.6 insulation R-value,- Woo ..R_,. � '❑DoespNottable f...Floor ins e Envelope Assemblies Wood ❑ Wood or values. [IN1]1 ❑ Steel ❑ Steel j❑Not Observable {* ❑Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the ❑Not Observable underside of the subfloor, or floor framing cavity insulation is in ❑Not Applicable contact with the top side of !sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing _ members. 402.2.5, mass wall with at least 1/2 of the ❑ Woo ❑ ❑❑Does Not see t swm d t he Envelope Assemblies 402.1.1, Wall insulation R-value. If this is a ' R- R- Wood es Not able for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 ;exterior,the exterior insulation requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303. Wall insulation i installed p. m ,..,.,.,,_ M� ❑Doe shot. .m.......— . .— installed per ❑Com lies 1 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: m _..t � �i 2 I Medium Impact(Tier 2) LL�1 3 kLow Impact(Ties F High Impact(Tier 1) Project Title: Hayward Report date: 04/21/23 Data filename: Page 6 of 9 ..., ., �....mPlans Ver_ .. _. ., ,... . scil fid Final Inspection Provisions Value ValueComplies? Comments/Assumption & Re ,..,.... r, 402.1.1, Ceiling Insulation R-value. R- R- :.❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel !❑Not Observable 402.2.6 j❑Not Applicable [Fill' 303.1 Ceilinginsulationinstalled,� 303.2 manufacturer's instructions. 0�Coes Not _.1.1, Does Not [F12]1 Blown insulation marked every ❑Not Observable 300 ft2. ❑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 ❑Not Observable ' extends over insulation. ❑Not Applicable ,�Attic access hate.......- . .. _: .-� . ...._ -. .... . .. 402.2.4 h and door R- R 'ElComplies [F13]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 4017]1ach in mate 1.2 door t @ 50lP2 a d ❑Co 5 ACH 50 — ACH 50 ❑ mplies ..m. [FI es Not <=3 ach in Climate Zones 3-8. I❑Not Observable ❑Not Applicable 03Ducts are pe tested cfm/100 _. cfm/100 ❑_C._o mplies [4127]1 'determine aleakage with ft2 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. 403.1 4 cfmt 0 ft2 across res system of< 4 ft ""'cfm/100 ft2 cfm/100 �Doie - 403.3.4 Duct tightness � � .plies y z s Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in []Not Observable nests,verification may need to ❑Not Applicable occuring Framing Inspection, .... .�-.w_._ dure ......m -� 403.3.2.1 'Air handler leakage designated ❑Complies [F124]1 by manufacturer at <=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable ......... ..N,w. ... 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to code specifications. applicable ❑Not A 40311 1. on heat... thermostat installed w.n �...;❑Domp��.ie _ ...... _... 403 11 Heat um thermostat lies Not ❑Not Observable ❑Not .. .... m ._ Applicable icable 403.5.1 Circulating terOSmplies [FIIJ]2 systems automata oDoes - - � .... � Not accessible manual controls. ❑Not Observable []Not Applicable 1 H g pact(Tier i h Impact(Tier 1) "J-2-1 Medium Imp w Impact(Tier 3) 2) 3 Lo _. ............ _ Project Title: Hayward Report date: 04/21/23 Data filename: Page 7 of 9 # �Finallnspection Provisions Plans Verified Field Verified , � � � Section _ d Value Value Complies. Comments/Assumptions 403.6.1 All mechanical ventilation system ❑.)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..���. . „ .., ea:.... heat ❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback []Not Observable control to lower boiler water temperature based on outdoor ❑Not Applicable temperature. w.o.o.. � a .e ...... [ 51.1 .�.....❑Does.�... .�.�_ 12.82 ] have a circulation ty pump.Thee ms plies Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable 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 EL.. .. .A.-. .... rw....� .._.. ..o; o..00� r e..:w..._. ..o:; ..o.,00�„� �.�..,.. .......... ...�.. ... ectric heat traces stems ❑Complies [F129]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically ❑Not Observable adjust the energy input to the heat tracing to maintain the ❑Not Applicable j desired water temperature in the , piping. .ing. 403.5.2 .Demand recirculat.ion water ❑Complies [F130]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 piping to <= 104.9F... �o...,. „..... [01.4 Drain heatrecoveryunits ❑Compl—ies3 ]z ted in w_ - ....... with CSA ❑Does Not 855.1. Potable water-side pressure loss of drain water heat ❑Not Observable 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. n . .........,. 404.1 90%or more of permanent ❑Co mplies [FI6]1 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 4023]3 _....,., g g p g . , .� oespNot... .....m. -... .... �.... u.1 Fuel as lighting systems have ❑C no continuous pilot light. ❑D []Not Observable ❑Not Applicable ... ono., <.,,,. ... ........ .. 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable ....pact � 1 High Impact(Ti(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tie r 3) Project Title: Hayward Report date: 04/21/23 Data filename: Page 8 of 9 Section:� Final inspection Provisions, Value Verified � Field "verified visions Value value Complies" � Commentsi'assumptions Reql ....... ................ 3033 Manufacturer manuals for ElCornplies [ 11 13 mechanical and water heating Eboes Not systems have been provided. ®loot Observable EINot Applicable Additional Comments/Assumptions- [1 ommentsfAssumptions:.1 High impact Tie r 11 ,,.. . . �.....� . ... Low Im—pact(Tier ,m)m acl( ierm Project Title; Hayward Report date: 04/21/23 9 of29 Data filename: 2018 IECC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 42.00 Ductwork (unconditioned spaces): Window 0.29 0.29 Door Heating Y System: Cooling System: Water Heater: MM Name: Date: Comments SURVEY OF PROPERTY LONG ISLAND SOUND SITUATE ORIENT 59,2'S E TOWN OF SOUTHOLD S 82°29'o0" E N �2 SUFFOLK COUNTY, NEW YORK 88.36' 38,98 �� S.C. TAX No. 1000- 15-03- 19 ---3E- T1E UNE ALONG APPARENT HIGH WATER SCALE 1 =50 ' T= DECEMBER 30, 2021 r\ I s Iter, x N _ — —SEPTEMBER 20, 2022 — ADD PROPOSED I ZONE VE t s— _—tom - _ GUARD RAIL ZONE AE 11 ; `� 3®_ ATCH � I ORIENTY THE SEAWOOD ! 1 PROPERTY OWNERS ASSOCIATION WW �1 o 6 AREA = 62,769.3 sq. ft. ZONE 1 .441 ac. - WFF ATE- "-,_ l FE. 2.7`.` � 070: CON C_ N 1'WD PAVER VACANT N 2.0'W PATIO O ] , O 13-0, ' i Z tS .� PR1�- i< I WALK.ON GRAB $' 6 1 0 9vt70p'STEPS '-,� _ 1 i PITS Vi0 PA _ t 29' 39 v G)� FE. 1.8wt p _ STS r = 208" .�- - c y_ 42 j -�� STC .. 2 ST�?R'Y 1tR0 W 4`A4YL FEN �Na SASE GARAGE 'RE z �. §j 1 --'� ' _- G.F115.12 WALLS ` g0 W GENERATORS ' _ 17.3' OVER w00D WOOD RAMP 1510 2.4'w o- W I Q O o ii I € f8 I �� - - F€.7.4'W I t i LOT \\ f r DWEWNG I I y= MAP OF WELL LOCATED •0 LAND'S END AT ORIENT POINT 0. 1 t I I I I 1 7=-I 1 7 5•' I ' x m 1•„ E o � ifiS W O - 1 0 .. t FE 6.8 �E.1.2'E 1d I I I I € w m � � I N FE. 48`E MAP OFW O = 5.5'w I I of z N ORIENT BY THE SEA N �. v cV - � SECTION ONE O a I I 20.3', O t I 0 o 1 I I O w O S1 I � ` o I I FE. 0.5'N.1.01W ! ' t �n-� N DWELLING Z wI HEDGE WELL LOCATION UNKNOWN X - � Q4�14 4'CHAIN ` LINK FENCE �I 6 FISC€ W N 88'57'40" W 125.00' 0.4%6/L E 0.8'S,4.4'W I NOTES: LOT S8 F�--1 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM E-+ LOT QD EXISTING ELEVATIONS ARE SHOWN THUS: x DWELLING 2. FLOOD ZONE INFORMATION TAKEN FROM: WELL LOCATION UNKNOWN FLOOD INSURANCE RATE MAP No. 36103CO086 H NORTH SEA MAP OF ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ORIENT BY THE SEA DRIVE SECTION ONE ELEV. = 11 ZONE VE: FLOOD HAZARD WITH VELOCITY (WAVE ACTION) „— BASE FLOOD ELEVATIONS DETERMINED ELEV. = 15 - LOT(a) ZONE X: AREAS OF MINIMAL FLOOD HAZARD 0 NOTE: LOCATIONS AND EXISTENCE OF ANY DWELLING 3 N SUBSURFACE UTILITIES AND/OR STRUCTURES WELL LOCATED if NOT READILY VISIBLE,ARE NOT CERTIFIED. 04 11'511 111 Sl_EIEC1 IC EASEUE^T cli WELL N LOCATED METES AND BOUNDS SURVEYING WE FEL CFC A AR °'EF FEF,^E^'EAE„ CF CF A TILE EPFLt E 1 ERI NE&E LOT S5 53 PROBST DRIVE L 11�wAF`EE<F'KC °LCC-AE.LANG'CFVEYCF= SHIRLEY, NY 11967 -, A vCLAi C^CF AFTCIE 134,EEC*Cn PHONE (516) 972-5812 ECLCA-1 e11�^2'°E iFE NEW rcFK=1A7E surveydude®optonline.net C.,is from the origin, of th. ...y mop 0 not marked W[h — or 9 ne of Ih - LOTS: 19 BLOCK: 03 SECTION: 15 DISTRICT: 1000 snaVey..I b�kc_i,r o'a a I- - "Cerrfi ot;n nd�� I,d hereon sigify root lh;s su.voy was p.opa.od'.n ..coal.... ..'plh MAP OF: he e.sl n9 code or Froetoe m. Laed 5"", . TEST WELL odooted byvo" slot,ns- Ioe PARK VIEW — F,L(_i en Leed sir eyors ® CONC. MON. FOUND SITUATED AT: ORIENT =ho yn s„py to the Dersooe ror Wh d,LANE TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. behof tom, III, "mp"y. e n o9ee�y and end n9 - wion. UTILITY POLE C,rrro ti... o.. Lot oonsferobe to oddeiono nswwhons or sebs,9—t o,,,rs.” Qs WELL CERTIFIED PIPE FOUND TO _ JOB NO.: 22-113 DATE: DECEMBER 30, 2021 ABBREVIATIONS AND LEGEND SHEET INDEX VF PLACARD CODE DATA BUILDING DATA Sheet No. Description NOTICE OF UTILIZATIO14 OF TRUSS TYPE CONSTRUCTION, •2020 RESIDENTIAL CODE OF NYS FLOOR AREA BREAKDOWN ACID ALKALINE COPPER QUATERNARY IN INCH (ES) SAB SOUND ATTENUATION BLANKET PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER ACT ACOUSTICAL TILE INT INTERIOR SEC SECTION C-1 Code Data Building Data CONSTRUCTION IN RESIDENTIAL STRUCTURES •ENERGY CONSERVATION : 2020 RCNYS TM . AL ALUMINUM INV INVERT S.F. SQUARE FEET ( ) •STRUCTURAL & LATERAL DESIGN : 2020 RCNYS Floor Level Existing Proposed Total ALTERNATE JT JOINT SIM SIMILAR Scope of Work In accordancewith Title 19 NYCRR PART 1265 ALT TO:Town of Southold Cellar Level finished AFF ABOVE FINISHED FLOOR KIT KITCHEN SPR SPRINKLER (HEAD) Lot Description •PLUMBING : 2020 RCNYS (finished) p OWNER OF PROPERTY:James and Judy Hayward � ASF ABOVE SUBFLOOR LAV LAVATORY SQ SQUARE SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): •ELECTRICAL : 2017 NEC, NFPA 70-2017 & 2020 RCNYS ca A.S. ALUMINUM SADDLE LVL LAMINATED VENEER LUMBER SS STAINLESS STEEL Vicinity Map a M i C,` h .'Oa E� A.P.B. ANTHONY POWER 13EAM L.C. LINEN CLOSET STC SOUND TRANSMISSION CONTROL 1450 Three Waters Lane,Orient, NY U) First Floor Level 71 sq.ft. •MECHANICAL : 2020 RCNYS rn B.C. BRICK COURSE(S) L.C.C. LEAD COATED COPPER STD STANDARD SCTM#1000-15-03-19 c -a r i n -a BD BOARD MAX MAXIMUM STL STEEL *TOWN OF SOUTHOLD BOT BOTTOM MIN MINIMUM SD SMOKE DETECTOR G-1 g Buildin Code Minimum Standards PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): Second Floor Level BLDG BUILDING MO MASONRY OPENING T.C. TOP OF CURB ❑ New Residential Structure (r5 A rC h ' to Ct B.W. BOTTOM OF WALL MRB MARBLE TEL TELEPHONE N ❑ Addition to Existing Residential Structure USE: Single Family Detached Residential >` Totals CBB CEMENT BACKER BOARD M.S. MARBLE SADDLE THK THICK(NESS) G 2 Insulation Schedule / Details CL CLOSET MTL METAL T.O.S. TOP OF SLAB `�"-2 ❑ Rehabilitation to Existing Residential Structure Q 21 Main Street Stony Brook NY 11790 CONSTRUCTION: Wood Frame Platform (un-sprinklered) CLG CEILING MFR. MANUFACTURER TP. TOILET PAPER Energy Conservation Notes TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT o CLR CLEARp Uncovered Deck 450 sq.ft. 1,290 sq.ft. 1,740 sq.ft.CLEARANCE) N/A NOT APPLICABLE TPF TEXTURED PAINT FINISH Plumber Riser Diagram PROPERTY REFERENCE ABOVE WILL UTILIZE ENERGY CODE COMPLIANCE METHOD LL phone. 631 686-6585 COL COLUMN NIC NOT IN CONTRACT T.S.P. TEXTURED SPRAY PAINT (check each applicable line): fax. 631 686-6786 CONC CONCRETE NOM NOMINAL TX TOILET EXHAUST Covered Deck 356 sq.ft. 356 sq.ft. ❑ Truss Type Construction(TT) These plans have been prepared as per section email. MMacrina@MMArchitectAIA.com CONT CONTINUOUS NR NOT REQUIRED TXF TOILET EXHAUST FAN N 1 102.1 .5 - Total UA Alternative Path b web. MMArchitectAIA.com CMU CONCRETE MASONRY UNIT NTS NOT TO SCALE TV TELEVISION Al .1 Demo Plan ® Pre-Engineered Wood Construction(PW) y Roof Deck 154 sq.ft. 154 sq.ft. utilizing REScheck-Web Software c These plans are an instrument of service and are CT CERAMIC TILE OC ON CENTER(S) TYP TYPICAL ❑ Timber Construction(TC) ca the exclusive property of the architect. CS CORRIDOR SUPPLYOCC. OCCUPANT (see attached REScheck Calculations)S) TEMP TEMPERED � Infringements of the concepts and design ideas C.J. CEILING JOIST OH OVERHANG TECO JOIST HANGER IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE): v, presented on these drawings shall be prosecuted A2.1 First Floor Plan Contractor to coordinate and schedule all required to the fullest extent of the law. Copyright 2022: CANT CANTILEVER PART. PARTITION T.W. TOP OF WALL ❑ Floor Framing, Including Gird s an 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) the part of the plans may en reproduced without DIA DIAMETER P.L. PROPERTY LINE VB VINYL BASE the expressed written consent of the architect. � Floor Framing and Roof ra ng F - Insulation inspection DIM DIMENSION P.T. PRESSURE TREATED VCJ VERTICAL CONTROL JOINT A2.2 Deck Plan -HVAC duct leakage inspection (if required) DR DOOR PT-EGS PAINT, EGGSHELL SHEEN VCT VINYL COMPOSITION FLOOR TILE SIGNATURE: DATE: v !�� 22j Drawing Status DTL DETAIL PT-FL PAINT, FLAT SHEEN VIF VERIFY IN FIELD final blower door test is not required for this project AREA DIAGRAM / CLASSIFICATION DWG DRAWING PT-SG PAINT, SEMI-GLOSS SHEEN VWC VINYL WALL COVERING PRINT NAME: Michael a chitect,pc A2.3 Walkway Plan CAPACITY(Check One . ` ner ❑ Owner's Representative DN. DOWN PKT POCKET WC WATER CLOSET /`'12.3 D.F.U. DRAINAGE FIXTURE: UNITS P.S. PEDESTAL SINK WD WOOD Climatic & Geographic Design Criteria : Table R301.2(1) EA EACH OT QUARRY TILE WR WATER RESISTANT J 6" DIAMETER > Ground Snow Load: 20 psf EL ELEVATION RAD RADIUS ZR ZONING RESOLUTION A2"4 Second Floor Plan EQ EQUAL REQ'D REQUIRED Speed: 130 mph ultimate wind speed ��� [ `"`���� to EX EXISTING REV REVISION(S), REVISED ROOF Framing Plan (128 mph actual as per ASCE 7-16) EXH EXHAUST RM ROOM Interior Details REFLECTIVE RED REFLECTIVE WHITE rn Topographic Effects: No --k" D e Iroj%. EXT EXTERIOR R.J. ROUGH JAMB PANTONE#187 EXHAUS TF AN R.C.N.Y.S. RESIDENTIAL CODE OF p Wind Exposure Category: B Build ' I n EF ' EW EGRESS WINDOW NEW YORK STATE �; Seismic Design Category: B N R.R. ROOF RAFTER 3 Foundation Plan Special Wind Region No FAI FRESH AIR INTAKE 3.1 � � � p g J FC. FIRE CODE R/R REMOVE& REPLACE /\ FD FLOOR DRAIN /A A3.2 Foundation Plan Details/Notes ,I Wind Borne Debris Zone Yes a)FIN FINISH(ED) I FLR FLOORING) g 2 Weathering: Severe V FPSC FIRE PROOF SELF-CLOSING a Dates FT FOOT(FEET) "- Frost Line Depth: Winches First Floor Structural Plan �` U) Termite: Moderate to Heavy 4/21/23 Issued to Building Dept. F.J. FLOOR JOIST A3.3 FTG. FOOTING GA GAGE, GAUGEH Winter Design Temperature 11° F GALV GALVANIZED A4.1 Exterior Elevations Ice Barrier Underlayment Required Yes for Valley's&Eave Perimeters GFI GROUND FAULT INTERRUPT The construction type 1/2" GL GLASS Exterior Specifications designation shall be"I", STROKE Flood Hazards N/A GWB GYPSUM WALL BOARD indicate the construction ` - Air Freezing Index 618 GYP. BD. GYPSUM BOARD classification of the structure under section DESIGNATION FOR STRUCTURAL Mean Annual Temp. 52.1° F GP' GEORGIA-PACIFIC C Building Sections 602 of the COMPONENTS THAT ARE OF HC HOLLOW CORE A5'1 HDW HARDWARE Exterior Details TRUSS TYPE CONSTRUCTION Component and Cladding Loads: Table R301.2(2) Proposed '� HM HOLLOW METAL ' F FLOOR CONSTRUCTION,INCLUDING U Exterior Stairs HOR HORIZONTAL 11 " M Proposed GIRDERS AND BEAMS ZONE 4 18.2 -19.0 � I "R" ROOF FRAMING HP HIGH POINT Strapping Details �° ���� ��i°�I�r " �� � ZONE 5 18.2 -24.0 N Uncovered (1 290 sq Dej k A6.1 FR FLOOR AND ROOF FRAMING ZONE 1 16.7 -18.0 HR HOUR(S) � '7 ZONE coir_ HT HEIGHT NailingSchedule > No. Date Description HD HEAD IF THIS STRUCTURE UTILIZES TRUSS TYPE CONSTRUCTION, M ZONE 2 16.7 -21.0 _J Proposed HVAC HEATINGNENTILATING/ FramingDetails N L Covered Deck Project AIR CONDITIONING PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION, CE ZONE 3 16.7 -21.0 0 (356 sq.ft.) Utility Protection Detail THE CONTRACTOR IS TO PROVIDE THE SIGN OR SYMBOL TO BE AFFIXED 0 TO THE EXTERIOR ELECTRIC METER BOX IN COMPLIANCE WITH 19 NYCCR ZONE 1 10.5 -16.0 LL • Proposed Addition Proposed MATERIALS PART 1265. IF NO ELECTRIC METER IS ATTACHED TO THE HOUSE, CONTACT 0 2 o N (71 sq.ft.) co ZONE 2 10.5 -29.0 sr Existing Classificaiton: THE AUTHORITY HAVING JURISDICTION TO DECIDE FOR A PROPER O �, � Additions as per E-1 First Floor Electrical Plan LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS AND FIRST RESPONDERS. ZONE 3 10.5 -43.0 � Living Space sect.AJ801 Addition & N ZONE 1 10.0 -18.0 Renovation BRICK VENEER EA CALL BEFORE YOU DIG CD Existing Uncovered Deck co ZONE 2 10.0 -30.0 T_ CONCRETE MASONRY UNIT INSULATION (THERMAL) CD ZONE 310.0 -46.0 For STEEL 'PVC' or COMPOSITE MATERIAL „ I E"y ' e`t you �,�` Zone Diagrams, :7 7r i-: , . .•'- � _ .'-- 2 James ROUGH WOOD RIGID INSULATION Electric Power Lines 2 � � 3 3 CONCRETE FINISH WOOD Gas,Ott,or steam _ 5 3 1 s 4, ' � 5 Communication Lines,CATV 2 s i Judy PLYWOOD " '' °-"'" GYPSUM BOARD : : '•4 Potable Water 4 3 4 4 3 3 4 ° Reclaimed plater, Irrigation,Slurry H a ward Gab Wale Sewers and Drain Lines ll s s ® Zone r 5 s Know what's below. Tempora Survey Markings Ede ,,/ a) 1450 Three Waters Lane Call before you dig. Temporary g Zone 4 �• c Perimeter yr / c J Proposed Excavation Zone � Roof Deck Proposed Orient NY SYMBOLS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS: Table R301.5 _0 (154 sq.ft.) USE LIVE LOAD DEAD LOAD LL VICINITY MAP Jurisdiction NEW FRAMED WALL detail HVAC ZONE CHART E Existing _ n Exterior Balconies and decks 40 psf 10 psf U Living Space 2 .� umber - - -- Town Of Southold YOR I detail 2 DETAIL Fire Escapes 40 psf 10 psf a) EXISTING FRAMED WALL l area j A a co Suffolk County sheet ZONE # ROOMS INCLUDED IN ZONE Passenger Vehicle Garages 50 psf as per plan F7 FRAMED TIMBERSTRAND WALL number Unhabitable ATTICS without Storage 10 psf 10 psf Zone#1 Drawn By' N/A Unhabitable ATTICS with Storage 20 psf 10 psf DAP REVISION CLOUD Habitable ATTICS and ATTICS 30 sf 15 psf M P `� .R C iT DOOR served with fixed stairs p p C? P - 0O STRUCTURAL BEAM ROOMS other than sleeping rooms 40 psf 15 psf Checked By: 4tj v WIN OW SCOPE OF WORK M.A.M. zone #2 Sleeping Rooms 30 psf 15 psf zl� JOISTS / RAFTERS N/A Job No. "F' 211 WINDOW/ EXT. DOOR NUMBER `S Stairs 40 psf 10 psf Renovate First floor of existing two story wood frame residence F�031286 yo two-digit {see schedule) ' Guards and Handrails 200 2139 � t'•t�� identification Q REVISION NUMBER ti` psf lateral number Guard in-fill components Proposed one story addition of living space over unfinished cellar floor level zone#3 ._v�RJ P 0 psf Sheet Title : ✓ (INTERIOR DOOR NUMBER SMOKE DETECTOR Nhi\ ROOFS 30 psf 15 psf utilizing existing roof structure '° Cover Sheet (see interior drawings) �2E--horizontal � ALLOWABLE DEFLECTION: Table R301.7 door ROOF PITCH Structural Member Allowable Deflection Proposed uncovered deck number �6E--vertical 211 ___ ABOVE/ BELOW/ HIDDEN LOT DESCRIPTION Proposed covered deck - Scope of Work two-digit ROOM NUMBER 3 Rafters having slopes greater than 3/12 with no L/180 identification I;see schedule t ;n:�0' 1 finished ceiling attached to rafters. - Project Data CENTERLINE Proposed exterior stairs floor level - - - Interior Walls and Partitions H/180 ELEVATION MARKER - - - - DRAFTSTOPPING `} Floors and Plastered ceilings L/360 Proposed Plumbing Work - Code Data All other Structural Members L/240 n PLAN KEY 2 elevation number Exterior Walls with plaster or stucco finish H/360 Proposed Electrical Work (to be filed separately) Sheet Number (see plan key notes, same sht.) 1 A7.1 3 INTERIOR ELEVATION a SECTION / BLOCK/ LOT : 1000 - 15 - 03 - 19 Exterior Walls - wind loads with brittle finishes H/240 section number 4 sheet number a A SECTION PLC% Exterior Walls - wind loads with flexible finishes H/120 A 5 TOTAL LOT AREA = 62,769 sf(1.441 acres) Lintels Supporting Masonry Veneer Walls L/600 sheet number ct - a. 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. Heatingand cooling equipment shall be sized All codes shall su ercede the drawings shall be incorporated into otherwise on tans. a. 2"x nominal lumber, or two thicknesses specific hazardous locations for the purposes of glazing: 9ed in accordance with P 9 P P P PrP 9 9 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 in a. Glazing in fixed and operable panels of swinging, sliding door tape and three coats of spackle :w ., - p joints Manual J or other approved heating and cooling calculation methodologies.New or 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 bifold door. 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 joints 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 particleboard. 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 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 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 M i h Za E� 1 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 ELECTRICALM .-a 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 C r i n .-El 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 OF FLOORS three coats of spackle g National Electric Code, NFPA 70-2017 and the 2020 A rC h ' tE-:� ct 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. 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 sum board with one coat of 2. The Electrical equipment and wiring shall i e installed a accordance prior to an excavation.An utilities shown on the plans are an cement and foam insulation, or other approved material suitable for be strapped gyp with chapters 34 thio 43 of the 2020 Residential Code of NYS. 21 Main Street Ston Brook NY 11790 p y y p pp Aped 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 Y 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" psum board with one „ areas to be ground fault interrupter phone. 631 686-6585 gY 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 with the authorities having jurisdiction. material capable of resisting the forces created by fluid pressure of f. Notching:Any stud in an exterior wall or bearing partition shall be of spackle (G.F.I.)type. 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. MMacrina@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 from their subcontractors as required b the authority having urisdiciton. 7. Do not our in temperatures less than 40 degree weather, nor when a depth not to exceed 40%of a single stud width. Refer to details automatics sprinkler system in accordance with Section P2904, hinge side of an in-swinging door. minimum of 36"deep x 30"wide x 6'-6"high. web. MMArchitectAlA.com q Y ty gj P P g P g P Y g g 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. )hese 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 for storage or fuel-fired appliancesthe following conditions shall be considered to be hazardous location: in contact with soil or concrete. presented on these drawings 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 . Locations. 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 plan for no part of the plans may be reproduced without 8. Any deviation from the Architect's drawings must be discussed with or notch. Studs located in exterior walls or bearing partitions drilled A Th aggregate 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 e qua ego a area of the unprotected portions does not exceed the floor. 3.All outdoor receptacles are to have G.F.C.I. protection. 80 square feet per story. P successive doubled studs bored. Refef to details for excessive 3. Contractor to provide metal step flashing around all chimneys, skylights 4.All crawl space ace 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 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. f4 One or more walking surfaces are within 36 inches measured BearingWalls: d.Wood floor assemblies using dimension lumber or structural composite G.F.C.I. protection. . lumber equal to or greater than 2-inch by 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 10. All work shall be performed in a first class manner with all new materials. STRUCTURAL STEEL a. Partitions must be constructed of minimum 2"x4"studs spaced at doors. See plans for metals specification. 7.All laundry, utility and bar sink receptacles that are located within Eft. The Contractor shall provide.311 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 PP 9 P P YP P P g. Glazing in guards and railings, including structural baluster panels P of the outside edge of the sink are to have G.F.C.I. protection. 1 necessaryfor the proper execution and time) completion of the work. Wide Flange ASTM A992 F -50 ksi performance. P P Y P 9 Y- 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 tub 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. I roof intersections.The flashing is to extend vertically up against the locations are to have G.F.C.I. protection. Issue... t U 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". % ■ p ■ 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 J", 11. The Contractor shall have the 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. U i n g De . L, ■ 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. Alf 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 water's 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' Dates a combination type arc-fault circuit interrupter installed to provide 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. 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 protection of the branch circuits. 4/21/23 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 an or a 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 jack stud independent laboratory, P Single-and Multiple-Station Smoke Alarms. P Pg � p ry,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 wlisted accordance with UL 217 and i 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 with 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 101/1.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" - 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 Single and multiple station smoke alarms shall be installed in without his consent. Drawings VENTILATION the following locations:shall not be used for 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&Barnard'#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 manufacturer's 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 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 b the fenestration manufacturer shall provide equal or greater anchorin FIREPLACES 9 Y P q 9 9 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 Thik4" ithikExhaust 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 multiple mn. cness for hearth extension iple of engineered lumber 5. Emergency escape and rescue opening required: within a residence or circulated to another room and shall be exhausted an interveningdoor between the adjacent levels a smoke alarm In addition,the Contractor shall obtain utility mark-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. directly to the outdoors. Exhaust air from bathrooms,toilet rooms and No. Date Description Y 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 CARPENTRY 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 l e required in each sleeping room los one in u Hearth Extension 16"for fireplace opening less than 6 sq.ft. 4. Smoke alarms shall be installed not less than 3 feet horizontal) P 9 q P 9 P Y 3. DOMESTIC COOKING EXHAUST: y 2. All structural dimensional lumber tobedoug fir#2 or better with a 1. All bolts in wood framingshall be standard machine bolts with common receation space. Emergency escape and rescue openings (front of opening) 20"for fireplace opening greater than or from the door or opening of a bathroom that contains a bathtub P 9 Y pDomestic cooking exhaust equipment shall discharge to the outdoors g Proposed 3. The Contractor shall at all times provide protection against weather minimum Fb=850 and E= 1.4x10 . No SPF lumber may be used standard washers. shall o en directl into a ublic wa or to a and or court that o ens equal to 6 sq.ft. or shower unless this would revert lacement of a smoke alarmP Y� P Y� Y P through a duct.The duct shall have a smooth interior surface,shall be P P (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 required by Section R314.3. 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. independent of all other exhaust systems. Ducts serving domestic Addition Exception: Thickness of 8"where firebrick linin is used When more 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 g cooking exhaust equipment shall not terminate in an attic or crawl individual dwellingunit the alarm devices shall be interconnected in 3. All exterior lumber to be preservative treated 3. For sill plate anchors,see details on plans. space or areas inside the building. 4. Contractor to provide all necessary temporary supports as may be not exceeding a total floor area of 200 square feet. such a manner that the actuation of one alarm will activate all of the R e n oVat I o n p ry P ry PP Y Distance from top 8 min. required to shore all existing structures prior to the installation6. Operational constraints and opening control devices: alarms in the individual dwelling of new 4. All lumber that is in contact with masonry/concrete is to be Lag Bolts: of opening to Throat Exception: g unit.The alarm shall be clearly 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 manufacturer's instructions, all bedrooms over background noise levels with all intervening doors closed. Emergency escape and rescue openings shall be operational from 2. Factory Built Gas&Wood Fireplaces and where mechanical or natural ventilation is otherwise provided, the inside of the room without the use of keys,tools 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 Window opening control devices complyingwith ASTM F 2090 shall be 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- 1.9x10 . on wood. Length of lag bolts shall be a minimum 2/3 depth of p g 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,electrical components, etc. in areas to be members beingbolted together. permitted for use on windows serving as a required emergency escape 9 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 have minimum dimensions as specified in this section. 4. WHOLE HOUSE MECHANICAL VENTILATION SYSTEM: 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 Power Source. • 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 James 7. Contractor to rovide dust-tight partitions between areas where center lines of framing members. 7. Minimum opening area: the building wiring when such wiring i p g P g shall be readily distinguishable from the surrounding floor area. fan to run at a continuous rate of 90 cfm as per table M1505.4.3(1) 9 9 g's served from a commercial source, demolition work is beingperformed and areas which are finished or • Nails shall be laced 3/8"minimum from the edge of the sheets. Emergency and escape rescue openings shall have a net clear P P 9 and when primary power is interrupted,shall receive power from a & Judy in use. The minimum nail penetration into framing members shall be opening of not less than 5.7 square feet.The net clear opening FIRE BLOCKING / DRAFTSTOPPING 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. p emergency p opening INSULATION For air-permeable insulations in vented attics, a baffle shall be other than those required for overcurrent protection. Smoke alarms 1. DRAFTSTOPPING REQUIRED: operation of the emer enc escape and rescue o enin from the inside. installed adjacent to soffit and eave vents. Baffles shall maintain an SITE WORK / E�'CAVATI O N The net clear height opening shall n not less than 24 inches and the 1 shall ut permitted to be battery operated when installed in buildings 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 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 power. Hayward 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 alarm h s shall be installed in the following locations: . 1450 Three Waters Lane 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 utility mark-out is completed. per the nailing schedule and above and a ceiling membrane below,the draftstopping shall be 1/2"gypsum 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 Ori ent,spaces are located,within 10ft. of the sleeping area. e t, Y 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 than one carbon monoxide alarm shall be 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. More tprovided 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 10ft. 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. I 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 - 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 speifrcations 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.fl.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 boardSoild 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 n ' Burning appliances shall be provided with combustion air in accordance with the a individual dwelling unit or sleeping area,the clayey gravel(SW, SP, SM, SC:, 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 , appliance manufacturer's installation instructions.Oil-fire appliances shall be alarm devices shall be interconnected in such a manner that the actuation Drawn By: 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 of one alarm will activate all of the alarms in the individual unit. unless specified otherwise on plans. 2. FIRE BLOCKING REQUIRED: building,the operable window shall comply with one of following: approved equal. be provided with combustion air in accordance with NFPA 31. M.P. 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 The alarm shall be clearly audible in all bedrooms over background noise E�A ,ygv°y/A a. operable windows with openings that will not allow a 4"diameter Ducts a 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 4. Insulation to be as specified in the insulation schedule and details. levels with all intervening doors closed. Checked B �✓ ? '�� n 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 y' rf'•.q 2 largest opened position. , ,_ � 5. All backfill shall be clean granular fill. Fire blocking shall be provided in wood frame construction in the 5. Insulate around all window&exterior door rough openings with a low All supply ducts in unconditioned attics shall be insulated to a minimum of R-8 Equipment. M.A.M. f , _- . 11. All �a I foist angers an 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 . 1 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. -�,-, .. r UL2034 or CSA 6.19. Carbon Monoxide detectors shall be listed and Job No. walls without floor framing or proper bracing as required to prevent stainless steel. a. In concealed spaces of stud walls and partitions, including furred 6. Air Leakage Duct Sealing t'° 031286 O¢ damage to foundation walls. No backfill shall be permitted within a spaces and parallel rows of studs or staggered studs; as follows: C.operable windows that are provided with window opening control labeled as complying with UL2075 and shall meet the sensitivity testing ,. 9 P P P 99 The building thermal envelope shall be constructed to limit air leakage All ducts,air handlers and filter boxes shall be sealed.Joints and seams shall be 2139 / � O d`ay minimum of two weeks after pouring. The Contractor shall be 12. All shims under cellar/crawls ace girders are to be steel shims. -vertical) at the ceiling and floor levels. devices that comply with ASTM F 2090.The window opening and alarm thresholds of UL2034 or CSA 6.19. Carbon Monoxide alarms, f I F P 9• P 9 Y 9 The sealing methods between dissimilar materials shall allow for made substantially airtight by means of fastners,welds,tapes,mastics,Basketing control device,after operation to release the control device detectors and alarm control units shall be installed in accordance ,,,,/ responsible for any damage to concrete or masonry wall. -Horizontally at intervals not exceeding 10 ft. allowing the window to full open, shall not reduce the net clear for differential expansion and contraction. Refer to the air barrier and or other approved closure systems. Sheet Title 13. Wrap all wood girders that sit in a concrete or mason beam pocket g y p with the R.C.N.Y.S. and the manufacturers installation instructions. P 9� masonry P insulation installation schedule. 7. All grading to drain surface storm water away from foundation walls with soft flashing to prevent direct contact with the concrete/masonry. b. At all interconnections between concealed vertical and horizontal opening area of the window unit to less than the area required section R310.2.1. at a minimum rate of 5%slope:. spaces such as occur at soffit, drop ceilings and cove ceilings. by7. Insulation&Fenestration Requirement by Component Duct Support Power Source. Metal ducts shall be supported b 1/2"with 18 gauge metal straps or 12 gauge General Notes 14. No structural members shall be altered,omitted, notched, cut or Refer to insulation schedule/sections or details PP Y 9 9 P 9 9 Carbon Monoxide alarms and detectors shall receive their primary power 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 galvanized wire at intervals not exceeding 10 feet or other approved methods. from the building wiring,where such wiring is served from a commercial the run.Enclosed spaces under stairs shall have walls.under-stair surface ATTIC C / CRAWL L S PACE ACCESS Nonmetallic ducts shall be supported in accordance with the manufacturer's source and shall be equipped with a battery backup system that 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 - Building Cod e 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 DRYER EXHAUST 9 9 every P 9• g g power is interrupted.Wiring shall be permanent and without a diagonally openings pipes, g opening Duct Separation The bridgingshall consist of not l than 1 x lumber r i I t o less t 3 u be set d a ono I d. At o enin s around vents, i es, ducts,cables and wires at ceilings o enin 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 disconnecting switch other than those required for over current protection Requirements D RYW E L LS / SANITARY SYSTEM 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. Ducts shall be installed with at least 4"separation from the earth except where P metal bracing. of flame and products of combustion. ceiling, minimum unobstructed headroom in the attics ace shall be they meet the requirements for underground duct systems. P 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. 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 Ducts located in garages and ducts penetrating the walls or ceilings seperating the Drywells shall be set in clean sandy soil a minimum of 3ft above beam and/or column with similar post material as specified on plans. chimneys pass 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 round water. Drywells are to Ibe wrapped with landscape fabric to secure) fastened in lace.The frreblockin of spaces between as attics and crawls aces shall be weatherstri ed and insulated to a of metal having a minimum thickness of 28 gage.The duct shall metal or other approved material and shall not have opening into arae Combination Alarms. 9 � PP P Y P 9 P P PP g g g 9 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 be an acceptable 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 damaghg or compressing alternative to carbon monoxide alarms. Combination carbon monoxide/ 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 loose-fill from spilling into the living space when the attic The maximum length of the duct shall be reduced 2.5 ft.for each U ., 1 3. Proposed sanitary system is to be installed as per Suffolk Count 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-de ree bend and 5 ft.for each 90-degree bend.The maximum P rY Y P Y P 1 9 P P P P 9 9 9 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. ENERGY/CONSERVATION BUILDING THERMAL ENVELOPE NOTES INSULATION SCHEDULE (thermal envelope) t House Com Onent R Value Insulation Insulation Type Moisture Air Barrier p ( ) Thickness yp Barrier Sealing Detail Remarks 1. These plans are designed to be 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 &S 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 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 New floor system assembly R-30 9Fiberglass (2 x10"F.J.) " Batts A 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 R-21 Closed Cell leakage rate of not exceeding three air changes per hour.Testing shall be 0 7 per 1 Perimeter rim joist around first floor " 3" Spray Foam A 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 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 O 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 1 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 u. M -a n --a 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 AL rC h it le 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 shall not cover or obstruct the visibility of the circuit directory label,service During Testing: set point no lower than 78° F. 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. New exterior walls(2"x4") R-21 3„ Closed Cell 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 7 per 1" Spray Foam A 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. fn Space around exterior window/door required web. MMArchitectAIA.com certificate shall list the types and efficiencies of heating,cooling and service water 4. Exterior door for continuous ventilation systems and heat recovery ventilators - jambs shall be closed and sealed. 16. Duct Testing: Ducts shall be pressure tested to determine air leakage by one of (� These plans are instrument of service and are heating equpiment. Where a gals-fired unvented room heater, electric furnace, or the exclusive property rty of the architect. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. the followingmethods: Penetrations around all pipes,vents low expansion spray baseboard electric heater is installed in the residence,the certificate shall list g g y Infringements of the concepts and design ideas " as-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. ducts,wires throughout ceiling and foam fire caulk-136 by ASTM E136 tested presented on these drawings shall be prosecuted g 1. Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 floor levels Everkem or equal to the fullest extent of the law. Copyright 2022: as appropriate.An efficiency shall not be listed for gas-fired unvented room heaters, Michael Macrina Architect, pc. All rights reserved, electric furnaces or electric baseboard heaters. 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 reproduced 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 taped or otherwise sealed the expressed written consent of the architect. 5. Insulation and Fenestration Requirement by Component. Refer to insulation schedule. fireplaces listed and labeled in accordance with UL 127,the doors shall be tested during the test. 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 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 installed adjacent to soffit and eave vents. Baffles shall maintain an opening equal enclosure. Registers shall be taped or otherwise sealed during the test. or greater than the size of the vent.The baffle shall extend over the top of the attic 11. Utility Room Containing Fuel-Burning Appliances: Where open combustion air insulation. The baffle shall be permitted to a any solid material. ducts provide combustion air to open combustion fuel-burning 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 Flat ceiling (ex. 2"x10"C.J.) R-42 6„ Closed Cell A 7. Attic and Crawl Space Access Hatches and Doors: Access doors from conditioned thermal envelope or enclosed in a room, isolated from inside the thermal installed lighting fixtures shall contain only high-efficacy lamps. Exception: A duct 7 per 1" Spray Foam spaces to unconditioned spaces such as attics and crawl spaces shall be 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 (n weatherstripp and insulated to a level ed equivalent to the insulation on the 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 R-21 varies Closed Cell Issuedto 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 7 per 1�� A� Over exterior wall plate Spray Foam a damaging or compressing the insulation.A wood-framed or equivalent baffle or the room shall be fully gasketed and any water lines and ducts in the room official. 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 - buiI na e pt of which is to prevent the loose-fill from spilling into the living 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. U access is opened, and to provide a permanent means of maintaining the installed 19. Mechanical System piping insulation shall be capable of carrying fluids above 105° R-Value of the loose-fill insulation. F or below 55° F with a minimum of R-3 insulation. PLUMBER RISER D I AO RAM I N S U LAT I O N DETAIL N Window / Door Type (U) Factor S.H.G.C. Remarks Dates L Double Hung Windows ex. vent 3"0 vent thru roof through roof J L (typ. all vents) J L °O Roof Q Casement Windows 0.30 0.30 _ Existing ; Awning Windows 0.30 0.30 I i-ex. r-- Bathroom vent �-ex. 1 0 Hinged Doors 0.30 0.30 baffle between rafters to provide I vent hex oirfior �, a min. of 1"of ventilation vent Sliding Doors 0.30 0.30 I > I Lay. I w C Tub closed cell spray Skylights N/A N/A foam insulation Sec. Floor over top of plate U) - If Air Barrier Sealing is required, refer to air barrier& installation schedule below. No. Date Description Existing ( ex. waste waste <: ```: :M1` *' - See Typical Insulation Details, same sheet waste 0 Powder I ;. .: � ;,<' �>,, .�::�a;; � , Z Project Room J, New i AIR BARRIER & INSULATION INSTALLATION SCHEDULE: Table N1102.4.1.1 (402.4.1.1) � �T �-2"� � typical flat ceiling insulation :;;�: .:. ; Proposed �r Bathroom r I I vent t--2"0 Renovated (see insulation schedule) } f = 1 „ r vent j 1>;: ; Component Air Barrier Criteria Insulation Installation Criteria Addition ex. 11 .30 1 1 I rt-$' & Kitchen ��-;�{ . ex-4 vent vent 1Y"� I I .;<:<, vent I I vent I Sink Sink " �� A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall not be used as a sealing material. �4 � Renovation Lay. I ( Lay. ent waste ' The exterior thermal envelope contains a continuous air barrier. 0 o I General Requirements p W.C. W.C. D.W. Breaks or joints in the air barrier shall be sealed. Shower >'''_ Lcontinuously vented soffit First Flr. ;_ _ 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 <: t. For IF.A.I. ,:,_f ;,,,, insulation and any gaps in the air barrier sealed. barrier. typical siding 2"0 2"0 YP 9 Ceiling/Attic ex. ex. 3"0 2"� waste 2"� waste Access openings, drop down stairs or knee wall doors to unconditioned James waste waste waste waste waste / ?;a attic spaces shall be sealed. plywood sheathing tie new waste / .?: The junction of the foundation sill plate shall be sealed. Cavities within corners and headers of frame walls shall be insulated Q Judy C.0/ into existing IVCD`C.0/ -_:r:_ 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 ex. waste / sealed. resistance of R-3 per inch minimum. ex. waste ex. waste Knee walls shall be sealed. Walls To Approved Sanitary System .« The junction of every stud,top plate&shoe plate to exterior sheathing Exterior thermal envelope insulation for framed walls shall be installed ayward is -�� Cellar <.;_:i >: shall be continuously sealed in substantial contact and continuous alignment with the air barrier. LT ` >>> typical exterior wall 1450 Three Waters Lane insulation(see insulation Windows, skylights P 1 g. The space between window/door'ambs and framing,and Orient NY ■ schedule) and doors skylights and framing shall be sealed. Plumber Riser Diagram PLUMBING NOTES first floor typical siding Rim Joists Rim joists shall include the air barrier. Rim joists shall be insulated. Jurisdiction Not to scale plywood sheathing The air barrier shall be insulated at any Floor framing cavity insulation shall be installed to maintain permanent 1. All plumbing work to be installed in strict accordance with the 2020 : °r:< exposed edge of insulation. contact with the underside of subfloor decking,or floor framing cavity Residential Code of NYS and local codes. ;rl Floors including insulation shall be permitted to be in contact with the top side of Town Of Southold above garage and sheathing,or continuous insulation installed on the underside of floor Suffolk County 2. All Soil Plumbing Lines which need to run Perpendicular to Floor Joists SIZE OF TRAPS FOR PLUMBING FIXTURES g p typical first floor rim cantilevered floors framing; and extends from the bottom to the top of all perimeter floor shall be located as close as possible to center joist span to maintain ;:<;u�:�: joist insulation(see table P3201.7structural integrity of joists. Refer to the framing section of this sheet. : ; insulation schedule) framing members. Plumbing Fixture Trap Size 3. Materials for water supply and distribution systems, per tables P2906.4, Exposed earth in unvented crawl spaces shall be covered with a Class I Where provided instead of floor insulation, insulation shall be Drawn By: ERE P2906.5 and P2906.6 of the 2020 Residential Code of NYS. ? >-< Bathtub(with or without shower head <'. Crawls ace walls vapor retarder with overlapping joints taped. permanentle attached to the crawls ace walls. 1-1/2" t ical floor insulation > p Y p M.P. �, v and/or whirlpool attachements) 4. Materials for drains,waste. and vents, per tables P3002.1(1), P3002.2(2), typical see insulation sch. C� P3002.2 and P3002.3 of the 2020 Residential Code of NYS. ( ) Bidet 1-1/4" Checked B Duct shafts, utility penetrations, and flue shafts opening to exterior or Y 5. All exterior hose bibbs are to be frost-proof type. Shafts, penetrations _; Clothes washer standpipe 2" unconditioned space shall be sealed. M.A.M. 6. In areas prone to flooding, drainage,waste and vent systems shall be 9J� , 11286Q� Dishwasher(on separate trap] 1-1/2" located and installed to prevent infiltration of floodwaters into the grade Batts in narrow cavities shall be cut to fit,or narrow cavities shall be Job No. mid filled by insulation that on installation readily conforms to the available Floor Drain 2„ systems and discharges from the systems into floodwaters. Narrow Cavities cavity space. 2139 Kitchen Sink(on or two traps,with or without7. In areas prone to flooding, vents shall be located at or above the mommomommomm dishwasher and food waste disposer) 1-1/2" design flood elevation. 8. All plumbing fixtures to be installed as per Chapter 27 of the 2020 Garage Separation Air sealing shall be provided between the garage and conditioned Sheet Title Laundry Tub 1-1/2" Typical Addition spaces. Residential Code of NYS. Energy (Votes Lavatory 1-1/4" Insulation D eta i I Recessed lighting Recessed light fixtures installed in the building thermal envelope shall Recessed light fixtures installed in the building thermal envelope shall 9.Vents: g g be sealed to the drywall. be air tight and IC rated. Shower(based on the total flow rate through Roof Extension (sect. P3103.1) showerheads and bodysprays) Batt insulation shall be cut neatly to fit around wiring and plumbing in - Insulation S c h. Open vent pipes that extend through a roof shall be terminated not less � -�/2" = 1'-O" Plumbing and wiring exterior walls, or insulation that on installation readily conforms to flow rate: 9 9 Y than 6 inches above the roof or 6"above the anticipated snow accumilation, 5.7 gpm and less 1-1/2" whichever is greater. Where a roof is to be used for assembly,as a available space shall extend behind piping and wiring. - Insulation DetaIIs more than 5.7 u to 12.3 m 2�� gpm p gpm promenade, observation deck or sunbathing deck or for similar purposes, The air barrier installed at exterior walls adjacent to showers and tubs Exterior walls adjacent to showers and tubs shall be insulated. more than 12.3 gpm up to 25.8 gpm 3" open vent pipes shall terminate not less than 7 feet above the roof. Shower/tub on exterior wall shall seperate them from the showers and tubs. more than 25.8 gpm up to 55.6 gpm 4" Frost Closure(sect. P3103.2) Electrical/phone box on The air barrier shall be installed behind electrical or communication Vent extensions through a roof or wall, shall be not less than 3 inches in exterior walls boxes or air-sealed boxes shall be installed. diameter.Any increase in the size of the vent shall be made not less than Sheet Number : HVAC register boots HVAC register boots that penetrate building thermal envelope shall be 1 foot inside the thermal envelope of the building. g sealed to the subfloor or drywall. 10. For trap sizes, see table P3201.7 on plumbing riser diagram When required to be sealed, concealed fire sprinklers shall only be 2 sealed in a manner that is recommended by the manufacturer. Concealed Sprinklers Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. DRAWING REFERENCE NOTES A❑ existing window/door/skylight to be removed P' existing window/door/skylight to be removed and relocated remove existing washing machine/dryer i C �a E L� remove existing kitchen cabinets and appliances M -a C r i n -a ---------- ---------------.---------------------- ---------, -----------------------------------------------------------� `� \� existing floor joists to remain rC itE: v i <= - -- -- -- -- --- --- : -- -- -- i ---- -- ---- -- --- ---- -- ---- -- ---- -- -- ------ ---- -- ---- -----------------7--------- I. 21 Main Street Stony Brook NY 11790 ,�----�-- may- \ \ x '\ \j!; existing framed wall to be removed \ phone. 631 686-6585 ------- >--------------=---V - ------- -- I fax. 631 686-6786 remove existing load bearing wall temporarily support structure \ \ \ ; \ \ above prior to removal email. MMacrina@MMArchi ctAlA.com web. -- ----�- Z MMArchltectAlA.com to\, % .: \; ;. , ,- \ i \ ; / �,. ' \\ !�j existing ceiling joists to remainThese plans are an instrument of service and are >'- -� : - _ 7- --- = LL{�tG�L�i�i➢- II�L��S�SCL��--- ------ -- ---- -- ;j i r 1I the exclusive property of the architect. `' / T J/ ' ' \ ' r / //\` Infringements of the concepts and design ideas /' /'\; \- \ \, \ \,,' �`," \,,/\ ~\ /\✓ presented on these drawings shall be prosecuted l , r. existing deck structure and steps to be removed completely to the fullest extent of the law. Copyright 2022• \ l „ Michael Macrino Architect, pc. All rights reserved, \, , Proposed \ /'\ \ , \ ' i / ` no part of the plans may be reproduced without � , ' � / -------------------------J ' \ \ \ \ \ / ' ' \ ; �'' ' / ; P F / \ ;\ \ \ j \ \ \ j,• \ \ \ / / ' Uncovered ' ' \ ' I \ �' the expressed written consent of the architect. \ existing roof rafters to remain � . / ' ' \ \ .\ t I Drawing Status /\ ----'----- '-- -'---' ----- -- 1----- \ �\ '/\ ` / ✓ \�\� - -- -- \ - ---–,- ---- --- ---- -–f-\- r�----r>_ ---- ----- ----= \/ \ �.�\ �\ /\\------ existing g el I g joists to be removed 9 �'.. / ❑ Al ------------------------------------ \ / / \ y \' \' GENERAL DEMOLITION NOTESIssued Lo, , "X Proposed i / / \ 1. Demolition work shall be done in strict conformance with local, state I \ / \I \ \ \ \ / \ / /\ ' /" i / `\ 'I /` /rt and federal regulations, including all permits and utility cut-offs. Uncovered '`� , \ ;Y \, i Pt. Porch \ /'\ \ \\ \ / \\ /';• ' /`\ / ; \ \ ; / ildi 2. The Contractor shall at all times provide protection against weather i \ >/ ,/ ; ; \'� j/" \' \ \> ` �'" �' �' (rain, wind, storms, frost or heat)so as to maintain all work, materials ' �; equipment and fixtures free from damages. Repair an damage to 9 P Y 9 \/ �^ , �% \ ' \ \, ' i /' property of the Owner/Client which is to remain in use, or that of any j \ \ \ , v\ j •i' ' i / / \, \\.�, ' person, or persons on or off the site caused by the demolition work / >. Proposed P \ , \ / without additional expense to the owner. r; Covered ' / % \\ ' Dates . j /; \%",•\ �h; i /' /' /: �� '\ \ / / , . \ l \ \ / \' I /._ ;' y` 3. Provide all necessary temporary supports as may b e required to A / Porch" \ �• / ✓ / /1 �\ , , , , ;>\ / shore all existing structures prior to the installation of new structural 4/21/28 Issued to Building Dept. J.' i------ - -- __-=-� existing ---- -- -- \_J / / \ elements required by the demolition work shown hereon. fireplace to —r / ' remain ✓ ; 4. Any and all conditions not shown hereon and uncovered in the field \ \ \ / / / !!. shall be brought to the attention of the Architect immediately, prior to ' ' \ existing porctilbeam to be removed any action involving same. ; temporarily s port roof structure above prior to demo ` %/ \✓ \</ `,� / ` / `'/ \ \ \ \ i / 5. All existingelements to remain shall be protected duringdemolition. existing porch column to be removed 6. All existing ductwork, electrical equipment, etc. in areas to be tempor' rily support roof structure above prior to demo demolished shall be protected and relocated as required according to / field conditions. i Existing 7. Provide dust-tight partitions between areas where demolition work is ex. load bearing Existing \ ;� Living Room post to be removed E F i� K /Proposed:\ \\, \ being performed and areas which are finished or in use. temporarily support Dining j:: :J . / \-`/ Additiot5 / II ✓ \ \ I structure above Room \\ utilizing existing \ \ A' prior to removal ii l /\ f //roo✓structure I \proposed' No. Date Description existing open deck` LEGEND ' Project E to above F �1 ex.flush beam to be removed temporarily _— _�__ _❑ l\` / ' ! _' \; – support sTructure above pnor to removal – J��� fff � `� �` III --------------- Existing To Be Removed existing i Proposed G I E deck Existing Walls to Remain I Addition & s M i Existingload bearing wall to be Existing existing existing E E !;;! B 9 ZIIIITl column to column to m o _rti railing to be— j Renovation remain remain ; , g i ;; removed (temporarily support Bedroom #1 E I E xisting E ex,flush beam k� removed and structure above prior to removal IL ; E M to remain replaced P ) ex.flush beam to remain I ; @ Sitting a) ii No work to be I t performed – – – – – – – c P Nook Area to be removed For Existing ----------------------------- ----------- ,-------------------- Existing ,i Area of new addition r------I E Hall ; ; " James p Porch ;; L_—_—_J D � ex.flush beam to remain ' existing ; – – – ----------- balcony above & Judy existing � � ;;,; jj closet ex.flush beam to remain o ayward Existing Existing Powder n Existing M p W.I.C. Hall oom Kitchen =1 ❑ 1450 Three Waters Lane N ; Existing No work to be No work to be g j X existing " Orient, NY LE��J performed performed Foyer �' !! existingE I flush beam --------------------------------- --toTerriain to ------------------------ open i -------- - : ; – ;; ;I above ;; ; ; existing D Jurisdiction E F ; ; closet ' existing -'---- --------- g Town of Southold decking o n -------------y------- ----- t e ---- --------- --------- existing __�� removed and closet Existing , F replaced ;; Suffolk County -------------------- Existing Laundry I Exis► g Bathroom #1 T flet Room oom No work to be i; Drawn By: QED 1' `C P performed o Existing Fi M.P. Covered existingdeckingto be !i Checked By J./ ! . v ..{ Porch removeand relaced H existing existing existing column to l M.A.M. column to column to remain na �a o remain remain ---------------- ---- ---------- ---------------- --------------- ----------------------- Job No. ------------ --- ---------------------------------------- --------------- ------------------ --------------------- 2139 railing to be railing to be existing existing railing to be removed and removed and removed and Sheet Title replaced .I replaced column to column to P remain remain replaced existing steps existing steps Demo Floor Plan Demo First Floor Plan to remain to remain existing steps to remain 1/4" = 1 '–O" plan north Sheet Number : PLAN KEY NOTES Custom Shower with: -Custom tempered glass enclosure. „ -Tile over thinset mortar over Schluter-Kerdi DS waterproofing membrane over thin set mortar over Schluter-Kerdi pre-sloped shower tray over thinset mortar over plywood subfloor to be g /A' installed by manufactures specs or other approved waterproof pan system (see detail sheet A2.3) 1 A4.2 A4.2 -Triple 2"x4"curb -Secure the water supply riser from the shower valve to the shower head to the permanent structure. -Shower to be equipped with pressure balance control valves. M -a r i n -a ±63'-02" -Surround to be tile over "cement board. ±16'-82" ±20'-6" ±25'-10" rC h i to vt B❑ Pedestal sink to be selected ±7'-22" ±6'-1" ±7'-22" ±15'-10" ±1o'-0" 21 Main Street Stony Brook NY 11790 (addition) ±41 ±41 41 ±41 " 7'-1 11'-11" 6'-92" phone. 631686-6585 FLOOR PLAN LEGEND fax. 631686-6786 of window of window of door of windows email. MMacrina@MMArchitectAIA.com and sink web. MMArchitectAIA.com STRUCTURALPOST min. (2)2x6 unless noted These plans are an instrument of service and are otherwise on tans the exclusive property of the architect. p Infringements of the concepts and design ideas presented on these drawings shall be prosecuted NEW FRAMED WALLS *— to the fullest extent of the law. Copyright 2022: Michael Macrina Architect, pc. All rights reserved, I I I I no part of the plans may be reproduced without TALLER/LOWER WALL the expressed written consent of the architect. or I (refer to sections) I I I I NewI Drawing Status : I I I ;__ -__�___ ABOVE SUBFLOOR A.S.F. / New I I Covered I I Walkway Uncovered ; ; Deck ; I Deck ,__I I ISOFFIT ABOVE/WALL (see sheet A2.2) I y____.__,_____�— See sheet A2.3) (see sheet A2.2) i I I CABINET ABOVE \� 101 102 i i - � i _ T � TECO= INSTALL SIMPSON STRONG existing i I j TIE JOIST HANGER Issueo. i - fireplace_ - - new----- ---- - --new --- - --- - i - - EXHAUST FAN (min. 100 cfm to be Building _- window seat -- window seat - - - - - - EFvented to exterl ) ■ 'or ALIGN LO , 'x 1 x I I �, Hardwired/interconnected S.D. - I m down O O O I I smoke detector -H " ,� " " ±5' ex. 103 - 04 105 106 --+------J --- \ i - i Hardwired/interconnected C.M. down pull carbon monoxide detector i �— p i N j V +5"ex. _ existing xisting i (trash; sink out d.w. �d I -- - Thermostat T Dates Liven Room - - - - _ _ �\ g I , typ. post typ. post _ _ i o _ 4/21/23 Issued to Building Dept. \ g j �, i (see detail) (see detail) I "' -H Proposed Addition ex.Vaulted cl � ±16'-5"- �\\ i ex. sloped ±14'-10" 9'-0" 24" 3 `� E - Cn i ceiling , a line of ex. O first floor 107 ex. sloped i / �, -- - - -, _____- See Sheet A2.2 for deck plan or ceiling i center new framed yOall Sheet A2.3 for walkway plan i on new steel bgam - - (see struc. plan) 1 14" 34" 3'-8" z ±15-102,. _ = 'Existing \\ i ±19'-11" , 32" , new I Q I I N , - New ; ; ;island ; r Bedroom #1 - CD existing\ i �� existing - °O �_ Great Room � new 48" � vent stove � +l I column to `� �' column to - No work to be remain `� remain r ex. +9'-0"cl ht. S �___ _ 3 GENE RAL NOTE S performed N ,' � - g- oven exhaustto -H 2 flooring to ex.±9'-0"clg. ht. ex. step`s ,' be selected o 108 1. See sheet G-2 for insulation specifications. No. Date Description lulO (C o .X existing _i ±53" 7'-0" \ 36" ±8'-3" 24r Existing = 0 2. Install all smoke detectors throughout home as required by Project Existing - the 2020 RCNYS, sect. R314 and noted on sheet G-1. g M Uncovered +� - --- -- - --- Porch +� S.D. S.D. Hall - - Proposed sink _ N Wet Bar_ ! 36"ref. _ 3. Install all carbon monoxide detectors throughout home as C.M. ex. ±9'-0"clg. ht. •`" freezer 3oven II N J (see sheet A2.2) 9 QQ / required by the 2020 RCNYS and noted on sheet G-1. Addition OCexisting X - 04. See sheet A3.2 for structural plan. -H ±19'-11" � existing Cn N Existing +I closet ex. ex `�' Align _ -H Renovation w Existing __line -of balcony above--_ _ new Existing 5. See sheet A2.3 for all interior details. W.I.C. Powder W.m. Driveway _ X - existing Hall o0m to typ. post No work to be "O ++ (see detail) 109 performed No work to be ±16'-62" ±432"� ±60" ±29 " ±14'-2" y -, performednew a For er ex. ±9'-0"clg. ht. � existing dryer to exterior - Existing existing � Exterior Door/Window Schedule ±6'-0 " Foyer open above ex. closet = New N 110 James 9 " 30" Study H O Model# Remarks 2 HOLD -H _ moo' existin existing N I B EF 31" ex. ±9'-0' cl ht. N g 2 g First Floor & Jud landing landing a) _ -1 New I ex. �5 existing -�-them. #3 - --- -------------- Existing closet a (D _ +I g Tile Flr. -H sa e � down 101 TW210410-2 (2) mulled _ ±5"ex. H ayward 9 dOWn ±16'-11�" Bathroom #1 --- _.. ex.-- ex. existing Y xistin _ 3 " ±63 "� 30"x96" 1" 2 , . . >< = Toilet No work to be = �_� 32 existing 102 TW210410-2 (2) mulled °' Room performed ±5"ex. g ± T-- 1450 Three Waters Lane - 'a� b� `D existing existing existing existing +I existing " +I 103 FWG12080 4 dent, N ±12-3 - - Existing - o 0 - O Y ±46" O - Covered _ - - - - - X14 to ss � 104 C 5 temp. glass ex.tub Porch - - Jurisdiction . o existing (see sheet A2.2) 105 CX145 ex. shower - - Town of Southold existing existing existing 106 CX145 Suffolk County 107 CX145 Drawn By: 108 CX145 M.P. q`'��R /' - r� ±17'-0" ±19'-11" ±26-12 2�C-a 2 109 ex.TW2446 relocated Checked By ±63'-Ol" M.A.M. } v 2 110 ex.TW2446 relocated O Job No. X1286 ■ O 2139 Proposed First Floor PIan B A Exterior Window and Door Specifications Sheet Title 1 /4" = 1 '-O'• A4.2 A4.2 p plan north All windows and exterior doors are to be'Andersen''400'Series to match First Floor P I a n existing unless noted otherwise in schedule. -Exterior color to be white to match existing. -Interior color to be white to match existing. -Grilles to be Y8"full divided lite as per elevation -Insect screens(tru-scene) -hardware selection and color to be selected -glass to be Low-E4 insulated glass Sheet Number i ; FLOOR PLAN LEGEND - 68-02" 12'-0" - --L- _ 27'-22" 28 '-10" STRUCTURAL POST ® , ( min. (2)2x6 unless noted ` 11-21" -----! T-0" 9'-0" otherwise on plans NEW FRAMED WALLS �- TALLER/LOWER WALL , or it refer to sections I a_ 1 C r i na - Walkwa Y ABOVE SUBFLOOR A.S.F. (see sheet A2.3) A rC hto ct SOFFIT ABOVE/WALL N --- -- ;I -- - - --- CABINET ABOVE - - -Z 21 Main Street Stony Brook NY 11790 --o - TECO= INSTALL SIMPSON STRONG oi TIE JOIST HANGER phone. 631 686-6585 U m - �r fax. 631686-6786 _ __ _ I EXHAUST FAN (min. 100 cfm to be FE F email. MMacrina@MMArchitectAIA.com °' 3 vented to exterior) web. MMArchitectAlA.com ~ new stone /B' A c 3 ----- -- 1 ----- - - --- 3 N o treads Hardwired/interconnected S.D. These plans are an instrument of service and are C: ___ L A4.2 A4.2 YY the exclusive property of the architect. P) smoke detector 7CJC .- � i �ti New Grade EI. Infringements of the concepts and design ideas �~ 36"tall min. 36"tall min. -&-191-11"below ex.deck presented on these drawings shall be prosecuted Hardwired/interconnected C.M. to the fullest extent of the law. Copyright 2022: ---`- -- -`---� ---� 5 ��--- railing to code railing to code to match pool patio el. carbon monoxide detector YY Michael Macrina Architect, pc. All rights reserved, I L C----_ - down±6/a I P P 7R no part of the plans may be reproduced without - � � the expressed written consent of the architect. r- Thermostat _ --- ---�--- -- Fe - �- - -- - -- -- - -- -- -36"tall min. - - railing to code Drawing Status 6 0 7'-0'— 9 0 28'-10"—_. _ -_-_ -__ -_ -- _ ---_ __ Proposed Addition o new landing 0 0 _ new stone - -- -- -- '� treads - --.--- - - - --- --- --- J --- ---- - -- - _ S S - - -�- - � - - --- D w o � - --- - -_- -- See Sheet A2.1 for floor plan, or - „ decking to - �-- 7R, 2" -- ---1 - OR 2 -- - -- -- - A2.3 for walkway Ian - �be selected - y p - a- o - M Issued to t - - -- - _ Pool Patio - :� _ '- - - - - -- --- - - -- - - � � buildIrl ■ oi 36 tall min. j --±9 11"below --- -- - - - f56'-02" _- -- N �"� railingto code -__ _ I ex. deck - Landing down 36"tall min. -- - -- � r - - - 5'-10"below deck railing to code ___-____ __ N t25' 2 " 6" f 8" 6' 0" _ 1 2 22- - bench____ - - - - roof iornn (roof framing) -- - - Cn 1" - -- - -_ - " 202 10'-74" 10'-74,: 12" 5'-0 42 I ! -- -- - - - 52 5 -`51" 52" 18" - - - - - - ---- 10'-0" - -- - - 6„x6”P.T. post to Dates be wrapped (typ.) .-,�•� o LO � New ---- --- ------------------ -------- ----------- ------ . _ - - --- - = o ---- _1 /21/23 Issued o Building Dept. Uncovered 1 -_ - --- ------------------ -------- ----------- - - 1 c --- - -- - ------ - - - - ---------- --- I `n °O -H Deck 1 1 � 1 1 6"x6" P.T. post to - --- -- ---_- -- - - - i 1 6"x6 P.T. post to = 1 1 be wrapped (tyP.) N i - - -- -- --- --- -- - i 1 be wrapped(tyP) o - -- ----- - -- - - - decking to,- M I I C3 be selected o o _ • iN - - o rn ! o -- --_ _ o decking to New N / ---= N be selected ±7'-22" f6'_1" f7'-22" Covered 1 N dshion N 1 1 Deck Outdoor i 1 storage =-- 1 1 Kitchen 1 abinets - 1--i----- 1 0 8"tall) = Align post i -i- - i 1 U \ _ FloC-4 with wall 1 _ i_ to 1 o -H I_-i--.° - /-___-�gdecking e selected o ---- _ - I m ---------- No. Date Description 1 / ±13'-81" -- 6"x6"P.T.---- --o ------------ - Project -- Post to be PP (yP.) +�---- g --I-- - wrapped t ±16'-81-2 -- --- - - Proposed :ref. , " ±24-4" 6 42" ushion - - 1 sf rage 1 - - -- -- (ab1 ets down -H i Addition & Q 48"tall ±5"ex. down ±5"ex. ' 18" 42" Renovation ±5'-0" CD i new deck +r For B A proposed A4.2 A4.2 deck James 00 existing & Judy i deck House 00 w� H ayward (see sheet A2.1 ) -- a Q 1450 Three Waters Lane O O Orient, NY existing Jurisdiction \ deck �- -- -------------r Town of Southold of -- 1 Suffolk County Cn Y Existing +lam �U) R/R decking to Driveway be selected Drawn By: ----------------------------- M.P. 4,� P A. \ \ C7 Checked By: M.A.M. c1' R/R 36"tall -86 �- f min. railing to Job No. O� - \ U be selected 4E 2139 o / - Sheet Title . �� - 5°ex.; Deck P� n --- --- - - -- ---down - ---- ! 0 0�Y -- --Existing -- --- -- -- - -- --- - Q) -- --Covered - _nQ) - -- -- -- R/R decking to -- -ot X� - - -- - existing / - remain I'OrCh column existingo be selected -_ -- --�-� -- columrj to - column to remain - - r ! ex. step ex. step J/11 Sheet Number : Proposed Deck Plan R/R 36"tall ex. step R/R 36"tall existing existing in. 36"tall ex. step min. railing to min. railing to column to column to min. railing to be selected ex. step be selected remain remain be selected ex. step -1/4" = 1 '-O" plan north 2 A2m2 (ex. deck framing) FLOOR PLAN LEGEND STRUCTURAL POST min. (2)2x6 unless noted otherwise on plans NEW FRAMED WALLS TALLER/LOWER WALL = or B existing pool B A (refer to sections) M compliant A4.2 A4.2n C-ra fence to remain 4-a c: �1 ABOVE SUBFLOOR A.S.F. [� Existing - -- - SOFFIT ABOVE/WALL /krch iitE�� v t 56'-7" CABINET ABOVE _ 21 Main Street Stony Brook NY 11790 In Ground Walkway TECO= INSTALL SIMPSON STRONG -- - - -- 8-9 38'-10" 9-0 - -__,_-_-T TIE JOIST HANGER phone. 631 686-6585 fax. 631 686-6786 ------� - EXHAUST FAN (min. 100 cfm to be -- EF email. MMacrina@MMArchitectAfA.com - vented to exterior) web. MMArchitectAIA.com -- - L 1These plans are an instrument of service and are - - -- - Hardwired/interconnected S.D. the exclusive property usiveoof the architect. - ---1-- -- - ---- - L..— --- - - - SI710ke detector Infringements of the concepts and design ideas j - -' --- presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2022: ------i - - --1----- - -- --- Hardwired/interconnected C.M. - -- j 1 f Michael Macrina Architect, c. All rights reserved, -- f -- -- -- -�- - T - 1 --- -1---- - - - i � -- - carbon mo g I - T 1 - j I - -- monoxide detector no part of the plans may be reproduced without 1 the expressed written consent of the architect. - -- Align-walkway - --- - - �� o - Pavers to New ---� --- pavers to -- _ o - - - -- - - - _ pavers with ex. _j -_ I _ match ex. I match ex. I Thermostat O - - - - --- 1 - - - - --T -pool patio rn "' "' pool patio Walkway - �- -- T - _-, pool pati Drawing Status - LC _ 1 � I ---- - - - ---- ---- r -- Proposed Addition - ! -1 -- xistin ! I � i I 1 N N ---- - ---- See Sheet A2.1 for floor plan, Or 'Pool Patio J A2 2 for dec n ---�� -- r i NOTE' --- ! k pia - Remove existing raised grade � - Issuedto - - --- - exisf - - _ - G -- -- - Ing pavers- I = _ , grass from house foundation to align _ - oTemaln�-- -- -'- -_I o area with pool patio elevation for a , 13I I n ePL. - ------ --r �plantin flat yard. 1--- -- ----' --- New Grade EI. bed ----� - - -- 11"below deck to - --i match pool patio el. L Li -- —_ a —__----� T—__—___- -- - - -- - - - — Dates ----I - -- - - --- - - 5'-0" -- 5'-0" 4/21/23 Issued to Building Dept. ! -- — --�- New ----1 Uncovered r - ---- - Deck Pool Patio (see sheet A2.2) New -- - ---1 - - t9'-11" below New Landing New Grade EI. -I - deck 5'-10"below deck t9'-11"below deck to Walkway o ex. -- - - match pool patio el. - -- o No. Date Description --------------------------- --------------------------- o �_ [p_ Project ! I I grass f d area ro ose I . I ! paver)to matchAddition & I i I '�ex. + I I I —pool patio - New ; ; ---- --- -- Renovation I Uncovered I New Deck Covered (see sheet A2.2) i i Deck i For (see sheet A2.2) I I I i i - + James �- Judy H ayward I + I I I I ! 1450 Three Waters Lane I ; ; I 1 ! l- ,\ ---- -- � � _ Orient, N I Jurisdiction ------ -_ Town of Southold House Align walkway Suffolk County pavers with ex. (see sheet A2.1 ) I O pool patio 1 i 5'-0" 5'-0" 24 Drawn By: � -- + M.P.< , C Checked B ��!i �� B i JeJA i 04' A4.2 A4.2 I M.A.M. :�,� O101 � ;s, 1 Existing Job No. �� X12 c _ Driveway 2139 r�lr�`�e I , _ __ _ J� Sheet Title I FF Walkway Plan A L: 4 A A 4 C� - Proposed Walkway Plan Sheet Number : plan north FLOOR PLAN LEGEND B A A4.2 A4.2 STRUCTURAL POST - min. (2)2x6 unless noted otherwise on plans ±25'-10" NEW FRAMED WALLS 7— i h B A ±7'-0" 13'-0" t5'-10" TALLER/LOWER WALL = or Typical Roof Deck Construction (refer to sections) M A4.2 A4.2 ±11'-7" (roof deck) 5/4" Decking to be selected set level ABOVE SUBFLOOR A.S.F. 1" over tapered 2"x4"P.T. Sleepers at 16"oc new 2"x10" R.R. /krc; h itEih. �� 5-92 5-92 over pitched EPDM Roofing System SOFFIT ABOVE/WALL at 16"oc(6'length) of door, bedroom over pitched 3/4"CDX Ply. Sheathing -� (3%"pitch) and roof deck over tapered floor joists at 16"oc CABINET ABOVE _ _ (pitch to scuppers as shown) 21 Main Street Stony Brook NY 11790 new f16" fascia overhang to align with existing TECO= INSTALL SIMPSON STRONG TIE JOIST HANGER phone. 631 686-6585 rn beam below beam below fax. 631 686-6786 TIZIZTITIlIr7T f7lIZZT1Z1 IZlTTZIIfIZ7fIlIT1_Z�I�J ------------------------ --- ------------------------- ---------- ------------------ -- ------ --------------- AN (min. 100 cfm to be _ _ _ EXHAUST F r---------------------- -- -- , EF email. MMacrina@MMArchitectAlA.com rn o i new scuppers ;� cap tapered j o vented to exterior) web. MMArchitectAlA.com > 0 i� I framed wall M These plans are an instrument of service and are o j ! j ! Hardwired/interconnected the exclusive property of the architect. N r --------- - ----- - - - -- -- - - - - - - ---- ------- -- ------ -- - smoke detector 7CJC Infringements of the concepts and design ideas -------------- -------- ----- --------- -------- -- --------- 1 ; 1" 1 / 31- new presented on these drawings shall be prosecuted L > 3- L 2 to the fullest extent of the law. Copyright 2022: I new scuppers j 0 X j 2 36",'tall - Hardwired/interconnected C.M. Michael Macrina Architect, pc. All rights reserved, c w ; railing rn j carbon monoxide detector no part of the plans may be reproduced without min. , II the expressed written consent of the architect. rn 3.5 3.5 N = sides -- '; - $ I _ 3 L-_ .� " _ 0 o� a new ±16 fascia N i N i z I 11 o '' 2"x4"'framed Thermostat O �� N f overhang to align r �; - ---------------------------- D with existing y i -C Q wall`,see 9 - se n) j BELOW ROOF Drawing Status s - ex. rake overhang j ami New INDICATES ROOF - F CD N Roof Deck N ! ', 5'-10 -- - 5'-10" T _ X r� " 11' 0" o x x v ; I ----------------------------------- = 3 ------------ t - N o see second floor N o j N - o 3 = plan same sh . 3 = ; -_ ---- -- N oo ; o BEARING WALLTI�OL,77 a, mm CO I -I BELOW ROOFAlWk r I w - Issued tu existing roof new ex. fascia - Roof Deck INDICATES 2'x10" R.R. OF to remain at 16"oc j i overhang DOUBLE ROOF AREA OR • decking to be Build I j (8 length) selected ! ,■ Itch new roof new roof � I - - --- - , I overframe overframe j -new -- - new j F____ ----- ----------------L_1 _-__--_-__-_--____- ____ 1 _ I 111 L_J _ new roof - -- ----------------- --- ---- ------ ------------------ - ------ ------ ;(2)2„x4, (2)2'x4 I ---- ---------------------- --, INDICATES POST BELOW overframe existing fascia overhang r post 201 post j I +I new(2)13/4'x 9Yi'Ivl hdr. - INDICATES STRUCTURAL - - - -- - -r-- r------- ----, BEAM BELOW ROOF r-------_--------------------------------------------L-__-------- existing roof rafters existing I to remain ; I i open to Up±6” INDICATES SEQUENCE 2 below set door on ' OF ROOF FRAMING I ; (3)2"x4"curb Dates (see section B) ±12 ±5'-62 Building Dept. I 5" " p . r------------------ ----- 2 23 Issued o I i1 ; 1 •� I I I i ; ; ; I � `� C NOTES .� a`, ; a`, ru m m o j m m i ±551" ±25"—} +�s�. Existing Existing �' 2 �' Bedroom #2 zl Attic o f o existing roof N o f j 9LO o ; ; > o a) to remain i o G) ! j M 1. See sheet G-2 for insulation specifications. 0 0 L Existing I No work to be I � o II 0) I ; a' o j performed T Y '� 2. Install all smoke detectors throughout home as required b W.I.C. +, X .Y , X k ---- " existing 9 q Y V existing' roof Q) i � -------- - closet moo, the 2020 RCNYS sect. R314 and noted on sheet G-1. _i r_________ -----------i 0 �- > existing to r�rrI I L : ! j I railing +`y S.D. j o f ; 0) Fi 0) : ; existing 3 Install �' c ; ; c ---- X as all carbon monoxide detectors throughout home ° ----------------- ----J L-----� ' ? ; i °' required by the 2020 RCNYS and noted on sheet G-1. •� I ;- --------- ----- -------------!^ 0, Y/ I I • I , • I o axi ! ' axi LL Existing 4. See sheet G-3 for all typical interior details -, -------- ------------------------------------------------------------_ _ i a i i �' Roof No. Date Description - -- ------------L-------------------------------------------------- F� Existing o N Deck 5. See sheet G-3 for window& door schedules I-- >< ridge boClyd to rerr-i (=i r) Ij ; j Balcony i� (ii S.D. Hall Project No work to be °O S C.M. performed -H ! 6. See sheet A3.3 for structural plan ±21'-3" Proposed 1 1 ; i � I H r I -------- ---------------- L T -------------- Addition I I I I I 0 V -- ; EXTERIOR DOOR/WINDOW SCHEDULE j ; j (� existing o ! existing j • `` I ; I railing ex. o o X X Renovation existing roof X ----- - Existing Model # Remarks �' o i ; i to remain i Existin S.D. Bedroom #3 F� existing ex. Bathrm. #2 SECOND FLOOR L____________________�i open to No work to be p � For - '--------------------' below performed x � I a, 1 ; I --- I Existing 201 FWG80611R Attic ex. James ±5'-0" f14'-10" ±48" I 1 Exterior Window and Door Specifications & Judy All windows and exterior doors are to be'Andersen''400'Series to match B YJA B q existing unless noted otherwise in schedule. H ayward A4.2 A4.2 A4.2 A4_2 -Exterior color to be white to match existing. -Interior color to be white to match existing. -Grilles to be'/"full divided lite as per elevation 1450 Three Waters Lane - Insect screens(tru-scene) Orient NY Proposed Roof Plan Proposed Second Floor PIan -gas torbe Low-E4 insulated glass selected , 1/4" = 1 '-O" 1/4" = 1 '-O" Jurisdiction plan north plan north Saddle to be Door Town of Southold NOTE TO FRAMER selected Max. slope of 1:2 Suffolk County Tile floor, 0 Plywood Subfloor Exterior caulking (typical) All overhang sizes noted on roof plan are a Finished floor 5/4"x 4"exterior trim rough framing from outside face of stud wall mud base board cut to size Drawn By F Typical exterior sheathing M.P. C7C�''ry �A: �'�' to outside face of sub-fascia and sub-rake. { �� � _ Y Exterior g Checked B ' �i l7 Side Cover window flange with ,., -14 Blocking Y r A Schluter Kerdi-Line linear drain assembly soft flashing ; Install Schluter-Kerdi DS waterproofing M.A.M. drain cover to beselectedb owner m g � Saddle Transition Detail �. y membrane on all three sides of curb Schluter-Kerdi Kers-B line of sill below reformed, seamless = * 286 _ _ __ corners as required for 3" — 1 '-O" Job No. Install Schluter-Kerdi DS waterproofing — —— — q Double 2"x membrane flashing around drain flange F wall to floor intersections structural post 2139 l (see plan) 1/2"cement board Porcelain tile over thinset mortar over- I stone cap 6" Sheet Title at all shower walls Schluter-Kerdi DS waterproofing membrane over I I unless noted / -thin set mortar over otherwise on plan �+ l --- ------------- Wrap structure with Seco Install Schluter-Kerdi DS -Schluter-Kerdi pre-sloped shower tray over --- ------------- waterproofing membrane -thinset mortar over l j - soft flashing prior_Irln on walls to ceiling -plywood subfloor l Y2" 2 4 _ �� cv c•, window installation Floor PIan j catch screen 2 4 - Interior Details n nun 2 4 ow line of stool bel nterior insulation Install Schluter-Kerdi-Band corners Side 1"x6"Poplar Flat Trim Sheet Number in thinset at wall to floor base as per 3/4"plywood subfloor Board ripped to size manufacturer's specifications p Typ. Door Jamb From V. Typical shower pan & curb detail Perpendicular wall Typical Stud Pocket Detail 213 bui 3" = 1 '-O" 3.. = 1 '-O.. 3" = 1 '-O'• A4.2 A42 FOUNDATION PLAN LEGEND "'.; STRUCTURAL POST 0 ±68'-OZ" min. (2)2x6 unless noted overall deck floor framing otherwise on plans .. __ .. 12'-0" 27'-22" ±28'-10" TECO = INSTALL SIMPSON STRONG deck floor framing deck floor framingdeck floor framing 3„ TIE JOIST HANGER 23" 23" 24 23,. 4 6'-0" 5'-91" 4 9'-0" 8'-113" 9'-0" 9'-6" 9'-41" 9' 6" 4\ 4 - New Foundation Wall --------------- On Footing C r n -a, top of wall (0'-0") --------------_ Lower Top of Wall - ---- Atrchitect ---------------- 1 r------------I I (see plan) 21 Main Street Ston Brook NY 11790 1 I I � --------------- -T----------- i Y I I 1 1-----------1 1 line of deck above 1 +--------_--+ I -- - phone. 631 686-6585 I 1 I Rigid Insulation I 1 I typical typical pier fax. 631 686-6786 r71� I T-----------T 1 ler = Below Slab N ___J L__________ i L______________________ P —�. � email. MMacrina@MMArchitectAIA.com r----------- --, (3)2"x10"P.T. low beam (3)2"x10"P.T. low beam 1-------------------- -- ------------ --- ------------------- web. MMArchitectAIA.com These plans are an instrument of service and are New Poured Concrete p r-------------, 1 r—r—y--t--r—y--t--r, I � 6"X6"P.T. � w 6"X6"P.T. Footing the exclusive property of the architect. I I I I I I I I I I I I I I I I I I I post(typ.) u: post(typ.) I g L Infringements of the concepts and design ideas I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I 1 I I I a ( i presented on these drawings shall be prosecuted I I I I 11 I 1 I I I I I I I I I I 1 2 2"X12" P.T. rim OISt o bo 1 to the fullest extent of the law. Copyright 2022: See sheet A3.2 1 I I I I I I I I I I I ( ) 1 0 I - Michael Macrina Architect, pc. All rights reserved, I I I I I I I I I I I I I I I I I I I ?� o I o Detail Symbol no art of the Ions may be reproduced without for concrete I I I I I I I I I I I 1 N - I I p p y p I I I I I I I staircase notes I I I I I I I I I I I 1 3 �2 1 2 2 the expressed written consent of the architect. I and details. I I I I I I I I I I I I I iu m I I I I I I I I I I I I I I I I I I I I line of deck I I I I I I I 1 1 1 I I I I I I 1 1 I typical--- typical I Required Hold Down above typical I I I I I I I I I I I I I I I I 11 1 typ pier I Location see detail ;Id pier I I I I I I I I I I I I I I I I 11 1 p1er P �. ( ) ® Drawing Status cv ------ r� I 3 2"x10"P.T. low beam T _ ( ) (3)2"x10" P.T. low beam - - - - - I - - 1- - - - - - - y 4 Mtypical t / L----- ---- - ---- ----------- ----------- --J 6"X6"P.T. �� ^ � �-6"x6"P.T. / Post From Above pier i 6"X6"P.T. ------------------ post(typ.) post(typ.) �' 6"x6"P.T. 6"x6"P.T. (3)2"x10" P.T. low beam � post(typ.) (3)2"x10" P.T. r`" f °' post down post down 6"x6"P.T. a, 1 ---------- --- -----�= n to fnd.wall to fnd.wall post down o o I Issued t,r .- . _ - oTw Beam�1 - _ 1 2 = to fnd.wall Nom► / / N o N o 24"x24"x 36"tall o 6"W'P.T. new 2"x10"P.T.F.J. � co p.c. pier(3 total) 1 UTILITY SERVICE NOTE 0 24"I 00 post(typ.) at 16"oc(6'length) _ 1" ;� " 1 24" BuildinO, Dep . 1 6-0" 6'-0" 9-0" 9'-0" 9-42 11'-14" 11 -14 6-0" General Contractor Shall Locate & Stake Ln typical typical typical 1 --typicalpOut All Exist'g Utilities Prior to Any pier pier pier - r T X94 R Excavation. The Utilities Shown on Plan _ (3)2"x10"P.T. _ _ _ �' ' -(3)2"x10"P.T. _ _ _ _ _ (3)2"x10" P.T. _ I I - _ - - ` (3)2'_x10"P.T. are Approximate Locations Only. o / low beam / low beam / low beam I low beam / 1 M 6"x6"P.T. I 6"x6"P.T. 24"x24"x 36"tall rn post(typ.) i " �' post(typ.) 6"x6" P.T. 6"X6' P.T. 6"x6"P.T. post 6"x6"P.T. post c 6"x6 P.T. 6'x6 P.T. I °' post new 2"x10" P.T. F.J. post p.c. pier(3 total) F �, i E p (typ.) (typ.) under post from under post from post under post(typ.) 1 _ o Dates CD at 16"oc(8'length) above above o post from I - —line of deck o NOTE T line b deck—�1 x o new 2"x10" P.T. ledger X o above I above ^ 0 4/21/23 Issued to Building Dept. above I N _ N _ I M o 1 3 (see detail sht.A6.1) General Contractor is to Adjust the Exact 0 23"1 a� �0 1 3" o �- oi 4 1 5'-2" c ±5'-34" 5'-2" X10' ±7'-22" ±6'-1" ±7'-22" —36" 10'-6" 11'-14" cco 6'-0" 124 b height of the new foundation wall so that N L3" , new subfloor aligns with existing. i align post with - - 6"x6"P.T. posts under 284 1 typical I ex. exterior wall „ „ post from above 74" align post with pier typical pier typical` 6x6 P.T. post(typ.) T P X. exterior wall typical 1 6"xt P.T. I pier +1 = 6ost(typ.) 6"x61eP.T. post(typ.) new 2"x10" P.T. ledger '"' CELLAR SLAB NOTE _ (see detail sht.A6.1) `" P (3)2"x10' P.T. ,,�`�ixl. _ r _ ' T o0 —- - - - - - (3)2"x10'_P.T. - < - (3)2"x10"P.T. - < post typ.) 4" Poured Concrete Slab over 6 mil. polythelyne vapor / low beam / 1 low beam low beam retarder la joints as required) on a 4" base course of r-- ------ new 2"x10"P.T.ledger All r ( P 1 q ),� ., see detail sht.A6.1 Icompacted sand to 95% Relative Density. Install a 1/2" 6x6 P.T. 1 t ( ) I 'l• I' " to of wall new 2"x10' P.T. F.J.post(typ.) I I i tc be flush � at 16"oc(6'length) N oe I Slab Area=44pas fion Joint at Perimeter. top of 1 1 pin new pier a, pin new pier to 1 c �. �a 1 - - o = ier to be I to existln `i existin see 1 I with rade + �p 1 bo I P 9 0 9( 1 I g Top of Wall �`� �`L r a E I o o I flush witFi (see detail X o �+ detail same sht.) i new 2"x10" P.T. ledger ALIGN see note Q - ;��� I i o a �, � grade same sht.) N - c,° (see detail sht.A6.1) -- I_ -_ --- 1 n - No. Date Description 1 3 - ------- ------------------- ------_-- _ _ x 3 , existing low beam - - - - - - 1 " i�+ o ,n FOUNDATION PLAN DETAILS/NOTES Q ' � m - - - - - - - - .. . :.:.� .. .. . ..., .... : ,: new 2x10"P.T. I _. ,. :: Project -------------------- ------- - • M new 2"x10" P.T. ledger to remain __-------__-_ - , r____________ ledger(see detail I I co o I 1 _ _ (see detail sht.A6.1) _ I CN I II sht.A6.1) 1 in new fnd.wall to existing ' I 'new See sheet A3.2 for all foundation E P (see detail same sht.) l 11 New c� I _ 1 I existinga .0 I Unfinished Q = ' (i T)d0"P.T.F.J. I Proposed >� I Cellar Ian details and additional notes. Existing 3I� b �� utilize ex.window opening—� i I 1 � : 11 a oc I I p = o �- c E for access to new cellar I I 1 1 ±9'-0' d .ht. I (6'length) I Z Unfinished I1 11 to match ex. I : I m Addition & _ J M 11 Y X o down to fab —i� I (see cellar slab note) i 1 8" z Q .0 o Cellar I 3 E X c ±9'-4" ---- e, ; Q Renovation N °'N N No work to be I _ existing low beam 1 L---------------- r TYPICAL PIERS �' o 0 o performed - to remain 1 I ----- I w :r t X ex.±9'-O"c1g. L ' I HI a i pin new fnd. wall to existing I I Unless shown otherwise on plan,all For (see detail same sht.) I 1 ex. post 1 deck piers are to be 24"dia.x 3'tall I to remain 1 ±51'-81.. ±10'-0" ' I i sonatube poured concrete pier on 2 1 1 i undisturbed soil `O+ �0+ e� ' U- I I I � Top of Pier to be below grade James o I I a, i 23 total existinglow beam I x 1 I c I I - - - - - E = N I:� I & Judy to remain o oo I I X existing 2"x10" F.J. � I -H i i I CONCRETE STAIRCASE H ayward to remain 3' M I oo olE See sheet A3.2 for concrete 1450 Three Waters Lane +I I I , I I p� >v N I � @+ �o+ I ° ° 1 ;� staircase notes and details.Co 00 E Orient, NY - - existing low beam - - 1 04 Existing �+ I to remain i o m �' o c I 1 `- Jurisdiction " Unfinished _-_-_-_ E E I (D N a' � >a I ` Town of Southold Cellar c: 2 El � of 1 1 N c Existing = N No work to be n existing a o' N aEi Gara a V Suffolk County performed ( staircase - m ,4 x 0 to remain �I o c o I ex. ±9-0"clg. ht. N No work to be ' XI m performed S I I Drawn By: I existing landing I I I '1 `� M.P. ±61'-81" I 1 Checked B 2 K hex.2"x6" F.J. i y ( a� A to remain ; M.A.M.ULJ LU 1" 1 "" � , ±24'-92 I Job No. r " •f - �'� c to remain n i st--4 2139 -- 15,-8" `° i Sheet Title dation x g ex. 2"x6"F.J.a) ex. post ex. post ex. post ex. post to remain ex. post ex. post 1-o n P I a n to remain to remain to remain to remain to remain to remain 1 i ex. post existing low beam - - - existing low beam - ,,I�, - - - _ existing low beam _ - - i to remain - Details existing I t_o remain-------------IF_----- to remain__-----------------ttt---- __--------_-_ --------- to remain ---_ 1 1 _ - ---------------------------- line of ex. porch-�- _ _ ex. steps above floor above i�ex steps above L------------------------------ -------------� - Proposed Foundation Plan B A Sheet Number : A4.2 A4.2 plan north CONCRETE 1. Foundation walls to be a minimum 3,000 p.s.i.,unless noted otherwise on plans, on the above soil assumption. If other soils are encountered, lower bearing values are to be assumed and the foundation must be redesigned. g A 2. Porches,Carport slabs,exterior steps and garage floor slabs are to be a A4.2 A4.2 minimum 3,500 p.s.i. 3. Concrete shall be air-entrained.Total air content(percent by volume of concrete) shall not be less than 5%or more than 7%. 12'-0" -a 5_22" 4. The nominal maximum size of coarse aggregate shall not exceed one-fifth theM -a C r n 22'-10" 28'-0" narrowest distance between forms or three-fourths the clear spacing between 6'-0" 7'-0" 9'-10" reinforcing bars or between a bar and the side of the form. A rC h i e ct 5. Forms shall be made of wood, steel,aluminum,plastic,a composite of cement 5'-4" 8'-2" 10" and foam insulation,a composite of cement and wood chips,or other approved material suitable for supporting and containing concrete. Forms shall provide 21 Main Street Stony Brook NY 11790 10" 10 10" sufficient strength to contain concrete during the concrete placement top of wall to be operation. Form ties shall be steel,solid plastic,foam plastic,a composite 12"below of cement and wood chips,a composite of cement and foam plastic,or other phone. 631 686-6585 fill and tamp in finished grade suitable material capable of resisting the forces created by fluid pressure of fax. 631 686-6786 6"lifts for fresh concrete. email. MMacrina@MMArchitectAIA.com reinforcedss web. MMArchitectAIA.com stair(see detail) o above r , EXCAVATION AND BACKFILL he These exclus veapropertysof he architect.ice and are I slope top Of Infringements of the concepts and design ideas slope t0 of -- -------- I wall for steps presented on these drawings shall be prosecuted P I 1 1 1 1. Contractor shall locate and stake out all existing underground utilities prior to the fullest extent of the law. copyright 2022: wallfor steps I t - --------t I to any excavation.The utilities shown on the plans are an approximate Michael Macrino Architect, pc. All rights reserved, I = I 1 no part of the plans may be reproduced without C) I 1_ N ___ 10"thick p.c.fnd.wall on a 10"X20" o IOCatIOn Only. the expressed written consent of the architect. I I _y - I p.c.footing w/(2)#4 rebar set fill and tamp in 6"lifts I p cD 1 "'________ i bottom of footing 36"below grade for reinforced p.c. 2. Excavate all areas as indicated in the drawings.All excavations shall be the = I I stair(see detail) minimum depths required achieving clean undisturbed virgin soil with stable o _______ I i o moisture content and non-shifting and non-shrinking soil characteristics. Drawing Status r J - -i L _ ;� �� p- The Contractor shall be responsible for notification of poor soil characteristics to the Architect and shall not proceed with the work until receiving instructions M Fill&Tam In 6 lifts fora 4 thick ' -1--t r--t--t-� r-- ----------, I r-t---�--t r--�-- 1 i ► from the Architect. P• „ • " - - I i I 1 1 1 I o i 3. The Architect has prepared the drawing and specifications with an assumed poured concrete reinforced slab with i I 1 1 1 I I I I I i i I I i 1 1 top of wall down 24" i #4 at 12"oc each way, over clean sand i i 1 I I I I I i I I I i i i i 1 I 1 below top of deck i I bearing capacity of 2,000#per sq.ft.and an assumed soil characteristic of sand, steps above—� I I I I I I I I I I I I I I I M ^ over 4" 3/4" crushed bluestone, all I silty sand,clayey sand, silty gravel and clayey gravel(SW,SP,SM,SC,GM and GC) s u (V,r ( ) ° I I I_ I I I I I _ landing I I I I I I _ I 1 1 I steps above = U C J% II compacted to 95% Relative Density i i I i� I I 11 N above I i I I I i N I i 1 P o I unless a soil test analysis has been preformed as per table R401.4.1 of the j� fill and tamp in— I I I I 1 I I I I I I I I 1 1 1 I I I I 1 I 6"lifts for i i i c° 1 i 10"1 i i `D ' 1 1 1 I i c° I i i 1 1 1 _ IResidential ° ° 2020 o e o S. reinforced c. 10"i 1 1 1 I i i 1 1 line of deck above 1 P I o. l na..' Dep'L.stair(see detail) 610• 6'_2" 8,12n 1 4. All excavations for concrete piers and footings shall be a minimum of 3 ft. i i 1 I 1 1 1 I i I 1 1 i i i i i I I1 below finished grade unless noted otherwise on the plans. 10- L „ - r -- --________J I .- I n -------- �1_ i 5. All backfill shall be clean granular fill. — 1 6. No Backfill shall be permitted against concrete or masonry foundation walls ------ - --- ---- - ------- - -- - ----- -----'- _ ----- ------- J J without floor framing or proper bracing as required to prevent damage to walls. 0 0 0 1 No Backfill shall be permitted within a minimum of two weeks after pouring. .�- slope top top of wall slope top 1 p P g ,� ------------ of wall for of wall for The Contractor shall be responsible for any damage to concrete or masony wall. .� ---------- down 76"below stepstop of deck steps 7. All grading to drain surface water away from foundation walls at a minimum Dates at a minimum of 5%slope. 12'-0" 5'-22"6 '-0" 7'-10" 9'-0" 28'-0" 4/21/23 Issued to Building Dept. 1 i anchor bolts (see detail) 9A �,•,r, ,-,� �., .;,� �,-. (2)2"x6"treated NOTE - - - - - - _ - - - - - - I - - _ 1,4 - sill plate Concrete to be "4 3,000 psi min. I' I. sill seal insulation `i N ' termite shPeldr I top of foundation :'ll.. . see note'T' = I anchor bolts(see _ `j anchor bolt detail) ii co E i 1 8"thick poured II C3 i i concrete foundation wall 11 iF I I 'r-J) N i I waterproofing I _ i to grade No. Date Description I I provide 2"x4"keyProject 8" --- --------------� A 1 A tXX n--—_- --- _- - - - -— - - - - - - 1/2"premolded filler - I r Proposed 1 - - - - r at perimeter of slab = 1 r cellar slabs= : :. Addition(see plan) VC I I 1 1 I I 1 I I1 Renovation ) ao (2 -------------------------------------- -------------------------- (1 #4 Rebar. 7-4 - - - - - - - - ----------------------------------- �----------------4-----, I I 1 compacted 4" n 11 1 clean fill For 1 - - ------- - I i 16" I 1 I Typical Foundation Wall James Proposed Exterior Stair Plany B A A4.2 A4.2 PLAN The Connection Instructions of the New H ayward plan north � Foundation Wall to the Existing Existing New Foundation Wall are as Follows: 14550 Three Waters Lane 41 1) Clean the Exist'g Foundation of any ---� Soil adjacent to the new Foundation Wall. Orient, NY 2) Drill a Hole @ 12"o.c.Vertically, Large enough for a#5 Rebar. 3) Install(1)#5 Rebar in each Hole&Set Jurisdiction �i w/Epoxy Mortar. ELEVATION 4) Extend each Rebar 12"min. into the Town of Southold —_ r New Poured Concrete Foundation Wall. ----�' Suffolk County Connection Dtl . Not To Scale Drawn By: E M.P. A. . act♦ 6'-0" o.C. 6min. Checked By Yk ,: a 12" max. `A' � 12" M.A.M. tread " 4 TYPICAL TYPICAL 1 nosing SPACING CORNERS o Job No. C7 2"bluestone treads E E NV144 . a +/ 2139 CID #4 Rebar each Tread ✓/ 3" Washers& Sheet Title • #4 rebar at End Nut Setup thin stone veneer riser r: i _ 8"oc 'Simpson' BPS%-3 hot-dippedgaly. Foundation Plan x• a) @ m E *�a •#4 Rebar Details/Notes +/ oo , a double 2"x6"treated sill + L oo •° plate to match existing +�+ #4 rebar atE 5/8"dia. anchor bolts _ �� . �oe+ 8 oc " (typical) E� �12 r E Typical Tred Detail Typical Base Detail P.C.foundation wall _ Q Sheet Number T ical Concrete Stair Details Typical Anchor •• _ •-o•• Bolt Detail Not To Scale 132 LEGEND Indicates Bearing Wall TTTl7l7T7ZZ NA ' chel B A A4.2 A4.2 416d C r i n ;a TWO 16d /krch i 2"O.C. phone. 631 686-6585 ACER - - - 6"x6"P.T. 6"x6"P.T. 6"x6" P.T. STUD __ _ ax 631 686-6786 - --- - -- - -- - - - --- post(tYP.) Post(tYP.) Post(typ.) -! STAGGERED email. MMacrina@MMArchitectAIA.com web. MMArc Itec IA.com - - - new(3)1%4'x 9%"Ivl low porch beam new(3)13/4'x 9X2" Ivl low porch beam WALL -- -- -- - - - - - d -- -------- ---- - -- - ---- _----- ----- ---------- — th STUD These a an are - - - -- - - - New ------------------ ------ --------------------------- F, Rig d InFill sulation ulalto _ Infringements emu of design plans are an instrument of se the sive property o architect. - - In ents of the con and d ideas I I I I -- - Prior to Sheath'g presented on these drawings shall be prosecuted -- - -- - - ---._._ ... .. - -- ------------ ami i Uncovered I 1 I I I I I to thefullestextent of the law. Copyright 2022: L I I III Michael Macrina Architect, pc. All rights reserved, Deck o I I 1 1 I I -- - - no part of the plans may be reproduced without a l I I I I the expressed written consent of the architect. 1 1 E Ii of of roof line of roof SHOE XIII deck above deck above o Drawing Status I I c ( ? c o- I vl I 11 �, o i 1 i of typical exterior 3 ' I ' C > b i zo Detail � o x m I partition intersection I l------- .a N U -a U I New host, P.T. , 1 L.LY New o Y 3 I I T 1 -- n of to sca l e \ P (YP) ---- 110 Covered _ 0 11 X Issued Ki Uncovered existing header existing header _ 6"x6"P.T.- X o-0 -- °a 1 1 Deck - - - _ S N o --- --------- pot(typ.) N o I i ■ ■ existing header _ _ -_ - --- -- ----- vP N 2 1 - - - - - - - ---- - -- 3 7 -- 1. --- - - - ---- - (3)1/a_x 9/z Ivl--- ------- 1 1 I _ FILLER BLOCK i I I i De"A. m o, low porch beam c I ' 2"x8"C.J.----- --- - - -- --------- T Existing X0 I m _- - at 16'oc(6 length) _ i 1 __ -_ 1, 1 i ONE 16d X Living Room i - - TO FILLER new continuous(2)13/4' x 9%z Ivl header new continuous(2) 13/4'x 9'/2'Ivl header 1 1 BLOCK THREE 16d ex.Vaulted clg. - TO FILLER existing roof rafter I BLOCK I � I � I I ----- existing header I to remain new(4)2"x4" j ; 1 j j g g i pfnd�b ow o c ---_ -- ---------- - --� E' - 1 -- T- 16d Dates existin roof rafter I - IL to remain 1 �' r line of roof new(4)2"x4" new _ m F___ - ___ STAGGERED2"O.C. Dept. N deck above pfnd down to 1 (2)2"xpost o z 1 0 4/21/23 Issued to Building bel VERTICAL m I ex. sloped rn o N o existing 2"x10"F.J. I ceiling .� 3 - o /� g �� 1 ,' line of addition a� ^� to remain `� i ,' for reference c �a ex.sloped I m �� THREE 16d ----- ! o `� ceiling 1 ,' new W8x67 flush beam _ c - -_ __ __ 10d TOE- TO FILLER X \ i new HSS 4'W"x%4'co]6mn - - - - - _ - BLOCK o ��\ on 4"x12"x%"thick/base ,Knew joist j new HSS 4'W"x/" NAILED existing �\ I plate secured toAd.with I hanger :dine of I c column on 4"x12"x TO SOLE bearing wall �\ i (2)5/"diAolts c addition for o E I %"thick base plate SHOE 1 , hfe'rence c 1 X m secured to Md.with EI Existing existing��� i /existing u NeW o1 N o (2)5/"diabolts Bedroom #1 column to . I column to o c o ' ` _' remain `� i ,' remain X m Great X cr ; �1 Room E ex.flu h beam m \� I '/ CV N N N N t0 r 'main No work to be ex.flush b am to remain �- �, performed , c o N 1 �' a o - - -�l�—- - - = ex.±9'-0" - N exi ting No. Date Description m �' '� 31 2x "FJ " Detail a� ex.±9-0"clg. ht. X clg. ht. a, X X v c)f t for corner post Project o N o o I to r ;ma1n o -' X I I 3 f6I Existing '_� 0 1 1 c not to scale -------------- --- --- ---------- °' existing Proposed bearing wall I existing x E existing S Hall N m bearin wall - - - - - balcony a, g - _ existing sh beam to main �- I above ex.±9'-0"clg. ht. .9 o Addition & existing existing closet O 1 I/ Renovation E • header ex.flush beam to remain existing xisting - - ----- ---------- ---- --------- 2x6"F.J. WIC Existing u= � FU to remain souo w000 °x' No work to be Hall POW er 1 = BLOCKING For performed Existing ROO N o o o contractor to p No work to be ex.±9'-0"clg. ht. performed Foyer °�' Y NeW � (2new 2 x4" X consult with client a)1 N for exact locations James existing x E Stud post open to -==y N Y toilet prior to drywall above {ti _:, existing �' o ex. ±9'-0"clg. ht. cn ex.flush beam z paper installation closet «-I to remain c �- , holder _-� 1 - --- -- � �1 � � I N Judy_ r o-- Ba ., New existing 2x10 F.J. I rn to remain thrm.-# `= o E ' IL existin header----- existing header ex.±9'-0"cl . ht. - existing N N o I ! j H ayward Existing - --- --- - -- - g g T 1�'Y1 Bathroom #� - --- -- -- -- _- -- -- - ' bearing wall Typical I Ca I Bath roo 1 1 1 1450 Three Waters Lane No work to be - - - EXIStIng - v .� existing header - -existing header- - --- - Blocking Heights Orient NY Existing performed - - COVered Im - -- -- - - Room - Porch X o existing existingC.J. existing -- exlstmg - - --------- ---- ------ -------- - Jurisdiction existing °' existing column to to remain column to columrj to column to column to remain remain - remain- -- o ----- remain-- ---- -- --- remain existing flush beam existing flush beam - existing flush beam - Town Of SOuth0ld existing header Suffolk County B A Drawn By: A4.2 A4-2 M.P. Checked By: Pro osed First Floor Structural Plan M.A.M. rY , !; '+ � 1/4" _ .1 '-O" Job No. 1286 �O plan north 2139 = Sheet Title`i y� First Floor Structural Plan Sheet Number : Exterior Trim Boards Typical Roofing Material Architectural Asphalt Roof Shingles existing rake All Exterior Trim Boards are to be'Versatex'or equal. to match existing to remain 'GAF'deck armour, continuously wrap up all adjacent existing decorative Installation wall surfaces a min. of 12" L louver to remain Install as per manufacturer specifications: over plywood sheathing(see sheet G-2) existing roofing to remain existing chimney -Install 2 fasteners per every framing member for trim board Color:to match existingM i C� h pi to remain applications. E existing siding PP � to remain -Install over flat,solid substrate. Eave Protection: Install(1) Layer of Ice&Watershield-AII'Versatex'Joints are to be Glued with'Versatex'adhesive (self-adhering polymer modified bitumen sheet)from theC ceiling height _ _ _ _ _ -Utilize 316 grade stainless steel fasteners where necessary eaves edge to a point at least 24"inside the exterior wall M -ra ,------_, existing siding existing roofing -Cortex screw and plus fasteners for all fascia, rake,frieze line of the building. ��� � itE:k. ��to remain to remain and window trim. Low Sloped Roof Protection(2:12 to 4:12 pitch): Install t_ Typical Porch Sizes: (1) layer of ice&watershield over the plywood sheathing liex r- '' •Fascia Board- 1"x8"to match existing instead of the 30#felt paper. 21 Main Street Stony Brook NY 11790 ex. ex. I_ new blind metal see typical rake detail , -- step flashing •Rake Board-2"'Versatex'trim board over 1"x8" rake to Fasteners:All Fasteners are to be corrosion-resistant with I I I. � �; _ _ _e tin 9 L new 36"tall min. match existing a minimum penetration of 3/4"into the sheathing. Use 6 phone. 631 686-6585 l-- - P 9 ( ) rema " 12 railing to be selected fax. 631 686-6786 ,columns td'' L- g ( in existing rake L1�i X3.5 •Soffit- 1'W"'Versatex'y2'x 5Y2'bead-board soffit fasteners for each shingle. existing rake ! I ( to remain -run parallel to house under all flat eaves email. MMacrina@MMArchitectAlA.com to remain ., ; I . -run perpendicular to house under all sloped rake overhangs web. MMArchitectAIA.com eine hi roof line b roof •Window Casing &Sill to match existing) These plans are an instrument of service and are new blind metal -�I;r�behind deck behind g ( 9) step flashing -1the exclusive property of the architect. existing siding r-, - Lty cal Typical M a i bec Siding Infringements of the concepts and design ideas sec. floor subfloor —existing light to remain existing frieze =_L ________ Iain presented on these drawings shall be prosecuted - - — 9 9 g T------------ --- - -___=-=____-_ __ _y fixture to remain board to remain L-, to the fullest extent of the law. Copyright 2022: 1 Nantunket Grade'Maibec' 16"White Cedar Traditional p g plate height _ - I Michael Macrina Architect, c. All rights reserved, ;�;} �-� ''' t0 of beam no art of the Ions may be reproduced without 4- 1 (� 1 j' -- ---- - -- -- - P Flashing a s h i n g Shingles to match existing the expressed written consent of the architect. -1111p, T installed as per the manufacturer's specifications over Henry 1_ l - For all horizontal wall to roof intersections, Blueskin VP-100 air barrier membrane existing 1 T new low beam a be install aluminum coil flashing.column to ( ; wrapped (see detail g over plywood sheathing(see sheet G-2) Align fas is ) new P.T. post behind Drawing Status remain 108 new window .- 107 1- I 1 to be wrapped (see casing to I ; with exis ng For all sloped wall to roof intersections, g ; I ��1 .I-a new BBQ � detail) p Exposure: Exposure To The Weather to match existing. install aluminum step�l 110 109 patch siding match ex!y-i �i _.- p flashing. Finish:Solid bod stain,2 coats new 36"tall L J P 9 i I (see floor plan) LJ - s as required T railing to be selected All window drip pp a, min. railing to o l} - ; new 36"tall min. I Y +I be selected _Ia counter top to p caps to be copper. ao� -'a - L - be selected I - i Color:to match existing e =-�� .—x. .__11.- - — — - — — - — — ' t - typical i I T 7 sr ,r , - y i fr ,r , - �;i fr s r , - new ? Fasteners:Attachment for each shingle shall be R/R deckingnew decking {-:� ,1 l . r lsidln 1 i. ' decking to held in place by two hot-dipped zinc-coated, S S e Je Align wit 9 ' ' � '--� � --�- '--'g � �- - ! _ _ - _ _ - _ _ - - to be selected existing to be selected �!- _ _ _ - be selected ■ ■ 9 (-- `� � ; �f Gutters stainless steel, or aluminum nails or staples. The first floor subfloor j; j=i fl y _ I _j lj r I; - , , — , _ , _ first floor subfloor Fasteners shall be long enough to penetrate the I I n e 1 1 - - i, - - i, - - - - - - - - - sheathing by a min. of 1/2"and shall not be • - All Gutters are to be K-style to match existing. overdriven. Staples shall not be less than 16 ----------------------------------- All Leaders(downspouts)are to be round aluminum. gage and shall have a crown width of not less ----------------------------------- than 7/16", and the crown of the staples shall be new thin stone ;---------- new 36"tall Install gutters on all fascia boards. parallel with the butt of the shingle. veneer to be new 1"x10" new 1"x10" �__-__----� min. railing to selected trim board trim board steps behinds _ be selected (see floor plan) ;----"--" - ----- --- - Color to be white to match existing. Installation:The Bottom Course shall be Doubled. ------- existing post ---- -- - - ------------- to remain ting post ' to remain new lattice L"" 4/21/23 Issued to Building Dept. paneling -- --- - - -- - -- - - - new steps existing (see floor plan) retaining wall existing garage to remain doors to remain ex. ex. _�' =T= low porch beam LJ LJ M111, 111111111111111...... _; T�� (see structural plan) new p.c. piers E new p.c. piers—4, k--newp.c. piers i below(see - below(see below see 3/4"thick'Versatex' c ( Proposed Right Side Elevation fnd. plan) f M 1 fnd. plan) ; fnd. plan) j n. i 1 I ; ; 1/4" = 1 •-O•' = Q blocking each side Versatex'rams crown No. Date Description (#VERRC01) Project E3/4"thick'Versatex' Proposed existing roofing 0) bottom wrap to remain - recess 1/4"from ^ Addition & existing existing roofing Q side wrap roofing to to remain existing roofing existing roofing P 9 9 exi to remain to remain 'Versatex'base cap Renovation remain to remain existing fascia moulding(#VER164) to remain patch siding — _ _ ceiling height - as required existing siding existing siding existing fascia For to remain to remain to remain new light fixture new light fixture existing rake ames to be selected to be selected to remain existing rake ❑❑ � I_ , , to remain 8" -__ blind metal flashing a3 Fin. Dim. 3/4"Thick Judy new 6"tall min. existing sidingL :_ ,\ �,\ 'Versatex'3 to remain ��������� ❑❑ ❑❑ railing to be selec e e . typical LE decking to Hayward roofing selecte.d - a_�__J existing roofing E i shim space —- - o s s 1450 Three Waters Lane to remain sec. floor subfloor _ blind metal flashing plate height 6"x6"P.T. post Orient, NY to be fastened I ex. ex. Align fascia to p.c. Pier with existing w to a to e I i , existing fascia Jurisdiction s to remain 106 105 104 . . !;�; existing miter and glue joints 111LTown of Southold corner board to 1 ; w eh nd - -1 AL- chimney to existing match existing l ' 1 _' siding to :I Suffolk County 9 t b wr ed s remain ! ; � d tai ! T remain counter top to , ; _ ❑ I I ❑ ❑ be selected !_ ! new 36"tall existing 1" -,, -. ne k- - ❑ !-' 1 102 101 siding to ❑ ❑ min. railing to 'Versatex' new P.T. post behind to _- _ 1 -L- be selected scotia moulding new 36"tall min. i !rIbe wrapped (see detail) ; remain railing to be selected 103 g (#VER93) Drawn By: new decking to �, _ .-,=; � � be selected a M.P. C9 P - atypical siding _- I patch siding patch sidin new thin stone g _ t__ 1_I:: - _ as required�� �`as required�� _ _ _ _ first floor subfloor v veneer to be , selected Checked By: a M.A.M. .. : k 2gya Job No.11 11 11 11 11 11 111-1 new 1"x10" new 1"x10" new decking to new steps new 36"tall min. new 36"tall new 1"x10" new 1"x10" -� 111111 11 111]1111111111trim board trim board be selected railing to be selected 5/4"Thick'Versatex'base (see floor plan) g min. railing to trim board trim board 2139 i1 ^� be selected new landing Sheet Title (see floor plan) top of deck new lattice new lattice 1 ' Elevations new lattice paneling paneling11111111111111 1 Typical Porch paneling - Front Column Enclosure Detail liiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiilI 3•• •-O'• - Left 1 1 1 1 1 1 1 1 1 1 1 new steps � � , —new p.c. piers E new p.c. piersnewp.c. piers new p.c. piers--� (see floor plan) , below(see � � � � � below(see � � � � below(see � � � � below(see � � � 1 1 r7 fnd. Ian ; 1 1 fnd. plan) fnd. plan) ; fnd. plan) ; ; plan) L--------_J L---------J L_________J L_________J L_________J L_________J L_________J L---------J Sheet Number Proposed Rear Elevation 1/4•' = 1 '-O•' existing ridge board to remain Ice&Water Shield from fascia to 24"past inside face of wall V existing roof typical gutterh -a see sht.A4.1 rafters to remain i C / _ p roof rafter ( ) Existing ���� �;; M . r n II / Attic � \ / i, -------------------- �\ itilect Arch ceilingheight , � 21 Main Street Stony Brook NY 11790 2 "x soffit framing at 16"oc existing ceiling joists to remain e)asting existing !; I framed walls framed walls ' ! to remain to remain phone. 631 686-6585 fax. 631 686-6786 I Existing Existing ! email. MMacrina@MMArchitectAIA.com 7 \ i fascia board 9 Existing Attic 2 \ Bedroom #3 I! (see sht.A4.1) I web. MMArchitectAlA.com \ Hall II Bedroom #2 ��3.5 new roof rafters These plans are an instrument of service and are IOW porch beam ;I = soffit board new insulation (see roof plan) the exclusive property of the architect. p , (see sht.A4.1) (see schedule) Infringements of the concepts and design ideas (see structural plan) i existing framed existing floor existing floor presented on these drawings shall be prosecuted walls to remain joists to remain joists to remain S5 to the fullest extent of the law. Copyright 2022: Existing new flush beam Michael Macrina Architect, pc. All rights reserved, / Attic g (see struc. plan) A6.1 no part of the plans may be reproduced without -� overhang sec. floor subfloor the expressed written consent of the architect. (see roof plan) plate height _ teco teco V \ �,`ti,' teco _ _ _ _ _ _ top of beam existing1�align with new ceilin ' ' _ _ __Ig amed wall! n(e floor pla)seisting ; , (see struc. plan) Ti Drawing Status new low beam ; existin to remain inew ceilin ±16" ceilin joist New new backloz. ;_ ;' joists(see PP ' ' to be wrapped •= I, i ,-, I; g l . .� I• ; ; window header ,: ; overhang to remain Stud new framed hoof overhang struc. plan) (see struc. plan) , I existing —� existing bearing—� (see struc. plan) 1 !i wall(see wall to be removed i i i�L u� window to wrap beam with t �! r !; floor plan) , , �I �'- 3/4"Versatex 11 remain ; ; 1 1 ! New _ 1 Existing new base ? New 1 new window -� I ' Uncovered i to o, I! new w.m./dryer new island new P.T. post to T i ca I Porch E ave Detail i I Covered new door (see floor plan) see floor Ian ; ; (see floor plan) II Lez, be wrapped -; I� (see floor cabinets(see ( plan) , , �� I C e P ) Deck00 yp Porch ! plan) - -- - floor plan) ---' ' - I! D@Ck d—---(see s c a , s true plan) Ian / \ i -- - II ii .. _ '1 '_0. III �G y ----- --- -- - new base ' _ buildiiDepL. 3 R/R deckin to ! flooring to ! flooring to cabinets(see new insulation g P ) (see schedule) new decking to new floorjoists=. ._.:; __- --- - - - new 36"tall min_ be 9 � � ( i be selected be selected ali n with � � floor Ian i � �, be selected (see fnd. plan)_�; ;_. �___ be se ected I, existing ; ; i! ,I _ 1, _ - _ _----_- railing to be selected i_�, ------i _- _ �I I — _ '-' _- - first floor subfloor first floor subfloor YV' existing beam - - 1 to remain Y ti' Y`, teco " existing post existing low new floor I J �a N" ain to remexisting floor beam to remain existing floor joists(see I I new low beam new low beam Overhang joists to remain joists to remain struc. plan) I new P.T. (see fnd. plan) (see fnd. plan) see roof plannew insulation I I g er I ; led see I existing p.c. ! (see schedule) I I fnd. plan) Dates typical roof shingle Existing I I 4/21/23 Issued to BuildingDept. pier to remain existing foundation existing foundation NeW I Unfinished wall to remain Unfinished I I 1 new lattice ice and water shield __ wall to remain underlayment Cellarpaneling Cellar I I A3.1 I ( new P.T. posts new P.T. posts new I I see fnd. Ian trim board openin ( plan) (see fnd. plan) existing P.C. slab existing column existing P.C. slab I new P.C. (see sht.A4.1) to remain to remain to remain ! (see n�' I I foundation P ) I I wall(see fnd. plan) \` existing footing _ _ - — — Roof Rafter rake board to remain new P.C. slab (see sht.A4.1) existing remaining (see fnd. plan) I I E new P.C. piers _ new P.C. piers N N , ■ I I below(see below(see ---- - --- Section newP.C. fnd. plan) fnd. plan) footing(see 1/4" = 1 '-O'• fnd. plan) No. Date Description soffit board (see sht.A4.1) existing ridge board to remain Project i typical siding \ (see sht.A4.1) existing beam to remain Proposed existing roof Addition & / rafters to remain Renovation Existing existing ceiling Attic joists to remain i ceiling height - - - _ For exisnjoiststo remain existing new header (see struc. plan) New framed walls James TypicaI Rake Detail to remain Roof Deck f� _ � - 3•• •_p•• I� 11 it �_- 71 new door- (see Judy Existin I - ! (see floor plan) Existing EXIStl11 1; I, II new decking to new 36"tall min. Bedroom #3 Om #2 be selected Hall Ij I _ railing to be selected �—existing doors (see floor plan) - new roof rafters Hayward .I (see roof plan) existing framed existing floor existing'floor II �_ ___ =roof deck assembly _ � - .! _E 1450 Three Waters Lane wall to remain joists to remain joists to remain new door curb j - __ (see sec. floor-plan) ao `D S5 ExistingI (see floor plan) sec. floor subfloor _ __ Attic !I V - _ -___ ----- _ ` A6.1 Orient, NY H1 1 11-41 1 plate height tecoI7teco teco top of beam Jurisdiction existing new framed I - - - - - - -- wall (see �—new vvII cabinets new flush beam existin floor framed wall floor plan) (see floor plan) g -- new low beam Town of Southold existing j to remain (see struc. plan) joists to remain '; ' 1 ! new ceiling 1 t16" ceilin oast �- �___:._ -_ joists see to be wrapped 1-4 g 1 . _j li- New j ( ;l overhang to remain struc. Ion (see struc. plan) I existing � � plan) � , 9 new door new header II I' Suffolk. - , ,I , Su o Count Stud window to - see floor Ian y Y. ( P I I remain New (see struc. plan) ! " Existing �) ry Great Room New p New new w.m./d er new base ! I I I I E—new door new P.T. post to—�; � � -H Covered see floor Ian cabinets(see new door �_ COVered be wrapped Uncovered 00 - ` - - see struc. plan) By: ( plan) ( :, -- Deck Drawn B � Porch l I plan) floor Ian ( plan)(see floor plan) see floor Ian L _� ;' Deck ! Ian —- ------- M.P. �Ga I I I i i I i- - - � I g g i i new flo Ii icle , i-- --- _ - fz�'" l --_ - - - Rbe selected o �! flooringto flooring to existing floor n be selecteew d (see(see fndr p►a) —; new 36"tall min. Checked By: 2 decking be selecte be selected joists to remain _ railing to be selected first floor subfloor first floor subfloor M.A.M. existing beam— to eam - -� to remain teco •`, existing post existing lowJob No. to remain existingfloor I beam to remain new low beam new low beam 2139 i l Trhl existing floor =i"!II III!i�ltlli joists to remain joists to remain led e P.T'.ee (see fnd. plan) (see fnd. plan) { - g ( ` Existing fnd. plan) Sheet Title existing p.c. Unfinished pier to remain I ! existing foundation Cellar existing foundation new lattice Sections wall to remain wall to remain I paneling existing columns ! to remain new P.T. posts E new P.T. posts (see fnd. plan) (see fnd. plan) existing P.C. slab existing P.C. slab to remain existing P.C. slab to remain TIT to remain I existing footing - - to remain lu new P.C. piers E new p.c. piers Sheet Number : • below(see below(see Section existing footing I I I fnd. plan) , fnd. plan) ; to remain -- -- --laif -- 1/4" = .1 '-O" FASTENING SCHEDULE : Tableof the 2020 RCNYS STRAPPING DETAILS PORCH STRAPPING PSPN516Z NOTE. This schedule does not include nailing for metaltalframing ng straps MSTC52 (see section for strapping and requirements section for rough RPS28 _ •••• opening framing requirements). All nailing is a general specification it applies unless noted otherwise. - - 5 8d Nails Simpson' H2 5 A JointDescription o o Nails al pacing ROOF &CEILING FRAMING / Rafter to Top Plate (toe—nail) (3) 10d common Per Rafter ` ) p ' (600 pounds) Ceiling Joist to Top Plate (toe—nail) (3) 8d common Per Joist o 0 C e Ceiling Joist to Parallel Rafter (face—nail) (s) tsd common Each Lap " Simpson Strong-Tie Ceiling Joist laps over Partitions (face—nail) (3) 8d common Each Lap ° rafter „ „ -ABA66 (6"x6" Post) C r I n a Collar Tie to Rafter (face—nail) (3) 10d common Each End ° ATER OR PIPE .• Blocking to Rafter (toe—nail) (3) 8d common Each End y ° ~ 5 „ • beam anchor bolt Rafter to Ridge Board (end—nail) (2) 16d common Per Rafter O o embeddedrC in pier e C� ''° WALL FRAMING ° ° p ca ° Typical Post Base � y O �/ To Plate to To Plate face—nail (2) 16d common 16" oc J p 21 Main Street Stony Brook NY 11790 o NSI SS1.5 m m o o To Plates at intersections face—nal 5 a Connection Detail c p ( ) (4) 16d common Joist—Each Side O a - m / 'o c Stud to Stud (face—nail) (2) 16d common 24" o.c. 8d Nails phone. 631 686 6585 a NS1 Header to Header (face—nail) 16d common 16"o.c. Along Edges SIMPSON STRONG-TIE o0 o fax. 631 686-6786 \- ° ° Q Top of Bottom Plate to Stud (end—nail) (2) 16d common Per stud 'CS20' Coil Strap o email. MMacrina@MMArchitectAlA.com 0 0l°0 N over every stud a web. MMArchitectAIA.com °I L Bottom Plate to Floor Joist, Band Joist, o `o o U v (2) 16d common Per Foot $ $d NOIIS 2 R NS1 U End Joist, or Blocking (face—nail) ( ) These plans are an instrument of service and are LU \ c the exclusive property of the architect. _ v FLOOR FRAMING „ Infringements of the concepts and design ideas c HSS2- S 1. U Porch Roof Rafter to 2"x Ledger fastened presented on these drawings shall be prosecuted N > Joist to Sill Top Plate or Girder (toe—nail) (4) 8d common Per Joist t0 wall structure to the fullest extent of the law. Copyright 2022: = S Beam to Post Detail s Y LINES Bridging to Joist (toe—nail) (2) 8d common Each End joist hanger Michael Macrina Architect, pc. All rights reserved, Uno part of the plans may be reproduced without Q Blocking to Joist (toe—nail) (2) 8d common Each End the expressed written consent of the architect. _ HSS2-3-SDS1.5 See Rafter to Beam to Blocking to Sill or Top Plate (toe—nail) (3) 16d common Each Block Post Strapping Detail (S5) NS1-- ELECTRICAL WIRING Ledger Strip to Beam (face—nail) (3) 16d common Each Joist w. J_ Drawing Status t7 Joist to Ledger to Beam (toe—nail) (3) 8d common Per Joist plate o `R NS1 0 (4) 8d Nails Band Joist to Joist (end—nail) (3) 16d common Per Joist If cripple studs are utilized over PSPN516Z LOAD BEARING WALL (with HVAC Chase) �• header,then provide one CS18 r MSTC52 Band Joist to Sill or Top Plate (toe—nail) (2) 16d common Per Foot � strap from top plate to cripple stud PSPN58Z ROOF SHEATHING header &from cripple stud to header joist hanger , G' Structural Panels (see zone diagram) (8) $d Nails 2 X Ledger fastened • ••"' RPS28Z Issued �„ Interior Zone 8d common 12" o.c. to wall structure Perimeter Zone 8d common 6" o.c. (8) 8d Nails • Gable Wall Edge Zone 8d common 4" o.c. SIMPSON STRONG-TIE Porch RafterBuildil �,�` "U" e D Plumbing , Electrical & HVAC Protection Guards CEILING SHEATHING `CS18over Coil ckr&pkin stud Connection 0, Gypsum Wallboard 5d coolers 7" Edge / 10" Field _U every g not to scale � ; Assembly Detail WALL SHEATHING N_V (8) 8d Nails Structural Panels 8d common 6" Edge / 12" Field c a Garage Door Portal Openings 8d common 3"oc into all framing Provide strap for each jack stud when Gypsum Wallboard 5d coolers 7" Edge / 7" Field multiple jack studs FLOOR SHEATHING (Subfloor) are required Roof Beam Dates Structural Panels rim joist —Porch Roof Rafter to Beam 1" or Less 8d common 6" Edge / 12" Field to Post Strapping (S5) 4/21/23 Issued to Building Dept. (8) 8d Nails Greater than 1" 10d common 6" Edge /6" Field Jack Stud at existinghouse S2Header O enin solid wood post p 9 � exterior wall i CONNECTION OF MULTIPLE PIECES column wrap OF TOP-LOADED BEAMS(1) House Air Barrier 13/4'Width Pieces: • Minimum of 3 rows 10d(3"x 0.128")nails at 12"o.c. La . (8) 8d Nails —(3) 8d Common Nails House Siding • Minimum of 4 rows 10d(3"x 0.128")nails at 12"o.c. SIMPSON STRONG-TIE at Each End of Strap for 14"and deeper beams N 'CS20' Coil Strap Porch Girder • If using 12d%")or larger nails,the number over every stud Post to Beam Strapping No. Date Description of nailing rows may be reduced by one. (1,030 pounds) Simpson H2.5 Post Project Lap Air Barrier overZZZ 3%2'Width Pieces: Post Base All Metal Cap Flashing • Minimum of 2 rows�" bolts at Proposed 24"o.c.staggered Rim Joist (8) 8d Nails (1)Load must be applied evenly across entire (2) 8d NaIIS Concrete Pier Existing House Install Ice&Water Shield beam width.Otherwise,use connections for side loaded beams. Addition & Subfloor underlayment over Plywood Additional nailing or bolting may be wrap under ,- Sheathing to overlap onto required with side-loaded multiple-member sill plate I i Porch Column foundation wall and terminate beams.Refer to current product literature. to Deck Assembly Detail Renovation 12"above decking Existing Rim Joist I�lll II�III Install Metal Cap Decking to be Ill IIIIII For selected I 8 8dx1-1 2 Nails Flashing over Nailer ( ) / „ Il�lll IIS RIDGE Beam to Joist Strapping James \ Wall Stud to Simpson H2.5 (hot-dipped galv.) Existing S3Rim Joist Detail Floor Joist 4 8d Nails see deck ledger & Judy 1/2"dia.x 4"Lag Screws at 15 oc ATTIC ( ) Deck Joist\ detail, same sht. to be hot-dipped galv. J for attachment � % � / to house Hayward N Hot-Dipped Galvenized Hangers O at each deck joist (4) 8d Nails Porch Girder C ---- - - _-- - BLOCKING 2 BAYS Post to Beam Strapping 1450 Three Waters Lane BACK @ 48" o.c. STRAPPING INSTRUCTIONS : Simpson H2.5 (hot-dipped galv.) a 2"x" Pressure Treated Ledger J 1. All Strapping To Be 1-1/4" Wide 20 Go. Steel Post Orient, NY SECOND FLOOR Q or 'Simpson' Equivalent CS20 (coiled strap) Post Base ________ _ O O O O Unless Noted Otherwise. 11 ------ -- - -- o Jurisdiction C________ _______ -_- -_ z 2. Use Stainless Steel Straps & Fasteners or O O O O c Hot-Dipped Galvenized When in Contact �' with Pressure treated Lumber. Town Of Southold En ca BLOCKING 2 BAYS 3. Install Strapping For All New Construction. BACK @ 48" o.c. And where noted on plans Suffolk County m 4. Install Strapping for Each of the Following: � FIRST FLOOR Concrete Pier O -Rafter to Rafter over Ridge -------- -- - -- -Rafter to Plate to Stud Drawn By: -------- _ ___ _ 0) -Hip Rafter to Plate to Stud CED A, a -Common Rafter to Hip/Valley Rafter Deck Strapping. M.P. y E -End Wall Studs to Wall Studs C9 P c BLOCKING 2 BAYS -Header to Jack Stud Asse m b I y eta i I Checked By : ✓ BACK @ 48" O.C. °' -Jack Stud to Rim Joist ,� 'Simpson' DTT1Z(910 Ib)deck tension Ar M.A.M. 1/2 dia.x 4 masonry o -Wall Stud to Rim Joist Existing tie hold down device with a min. 750 Ib g La Screws at 15"oc to -Cantilevered Stud to wall below Foundation Wall g pP capacity at 4 locations, evenly distribute Gable Wall Blocking D t l . Job No. Olg- be hot-dipped galv. -Rim Joist to Sill Plate ;1236 along deck and one within 24"of each end of the ledger. Hold-down devices -Rafter to Ledger with joist hanger 2139 ✓ F N shall fully engage deck joist per'simpson' not to scale a -Rafter to Beam to Post specifications with(8) 10dx1-1/2"nails. -Beam to Post to Floor Beam Sheet TW2l :� on wide face of deck joist. Secure tie to 0 -Floor Beam to Post ��// to sill plate with 3/8"dia SDWH timber-hex 0 -Post to Pier (footing) 1 Typical ca I Deck Ledger Detail HDG screw as per'simpson'specifications -Joists to Beam Strapp g Detai Is Yp - Nailing Sch. 6" = 1 '-O" (Half scale) (as per figure R507.2.3(2) of the 2015 IRC) (all floor joists run parallel to deck joists) - Framing Details - Sheet Number : .. --- -- ---- I J - LEGEND SYMBOL SUPPLIED BY ' JACK Tphon -- -- - - __ INDICATES PHO I- T 7 ' INDICATES CABLE JACK TTV ----a --------- -- - - 1 -� --- INDICATES DUPLEX RECEPTACLE _ INDICATES FLOOR OUTLET FU i C I - - -_ I I INDICATES QUAD RECEPTACLE + --a C r n -ra I r --�- -- 1 --- - - - _ -I - - - -- - INDICATES LED RECESSED �� be ��-� ADJUSTABLE CLG. LIGHT FIXTUREY\ INDICATES LED RECESSED CLG. HH -- --- LIGHT FIXTURE 21 Main Street Stony Brook NY 11790 - -- ---- -- - - T- hone. 631 686-6585 INDICATES SURFACE MOUNTED CLG. sl�l - � - - i - -- -- --- -�T- LIGHT FIXTURE P - -- fax. 631 686-6786 1 - - - T-- INDICATES PENDANT CLG. LIGHT - -- - - -- --- - - - -- ---- ---- -------= mail. MMacrina@MMArchitectAlA.com it FIXTURE --------- -;--------1-- --1 - --) ----- - F- - -- - - - - --- --- - - web. MMArchitectAlA.com I ---�--- LED KEYLESS CLG. LIGHT exclusivethe property E �KL These plans are an instrument of service and are -. - — - -- - - - � i Infringements f he onceptsaandtdesign ideas FIXTURE of the INDICATES RECESSED CLG. yyp presented on these drawings shall be prosecuted i -- '-"� - - - - - ---- - - 1 --- - _ - - -- .�} to the fullest extent of the law. Copyright 2022: Pyr WATER-PROOF LIGHT FIXTURE Michael Macrina Architect, pc. All rights reserved, ------------------- -- no part of the plans may be reproduced without INDICATE WALL MOUNTED LIGHT the expressed written consent o the architect. -- - - New - --- --- - --- ----- FIXTURE - Uncovered - - - - - - --- - I - ----L - - Deck TES SURFACE MOUNTED LED SML Drawing Status INDICA - - - -- -------- LIGHT FIXTURE - - ---- - INDICATES JAMB SWITCH is --- - - -- - - - INDICATES SWITCH INDICATES 3-WAY SWITCH Issued W3 - ! - -- - -- - - INDICATES 4-WAY SWITCH I I l� ` ■ 4 - _ - -- -- New -------------- ---------------------------©--------------------------- ® -- ! INDICATES EXHAUST FAN (100 c.f.m.) EF Uncovered � I -- --------------------------- ! - - -- - - — DeCICINDICATES SMOKE DETECTOR SD ! -- - - - -- - I HH H I I �- INDICATES CEILING MOUNTED i —-—-—-—-—- H --- ------ i i CARBON MONOXIDE DETECTOR C INDICATES WALL MOUNTED CARBON CM Dates MONOXIDE DETECTOR Y I ---- i i GFli i - ---� - O O 4/21/23 Issued to Building Dept. - I I INDICATES CEILING FAN W/LIGHT O i I- H HH ------ -- - T I__i__= -------- INDICATES FLOURESCENT \ I - ------ &12, I --- --- LIGHT FIXTURE I --{ ---- New , + -- -� Newm � - Uncovered --1 THERMOSTAT Deck - _-�----- Covered I I � °° � � Q - - - Deck - - - -- - --------- - - i I FIXTURE BOX / i --- - - H - - H --i-ref. FB - - - HH - - -- - --- -- - -- , _- - SOFFITMOUNT MOTION FLOOD - �p i - ----- -- ----- - - - - --------- - -- GFl GFl ! LIGHT i WALL MOUNT MOTION FLOOD LIGHT No. Date Description GFl out sink d.w. UNDER CABINET LIGHT(LED) i t trash ----------- --- --------- r! ------- 1F ' - -- -- -- Project HH HH Proposed NOTES1 1 j New GFl . . Great I .r -', ! I ! 1. WHITE DECORA RECEPTACLES&SWITCHES Addition & Room p(ndant I 2. CONTRACTOR TO CONSULT W/OWNER PRIOR TO INSTALLATION, Renovation r---, REGARDING ANY ADDITIONAL EXTERIOR MOTION DETECTOR& H H HH I � 1 FLOOD LIGHT LOCATIONS. - -� If ' HH I 3. CONTRACTOR TO CONSULT W/OWNER PRIOR TO INSTALLATION, For ' I I - ' I ANY ADDITIONAL LIGHTING, POWER, CABLE,AND PHONE "ndant REQUIREMENTS AND LOCATIONS. � 4. ALL OUTLETS TO BE LOCATED t18"A.F.F.TO MATCH EXISTING. James O O 5. ALL SWITCHES ARE TO BE ON DIMMERS. H H HH HH & Judy ------- -------- : - • -' H ayw ard sink i ref. , wall oven 3 Existing RECESSED LIGHT SPECIFICATIONS Uncovered 1450 Three Waters Lane ® 3 Porch All interior recessed light fixtures are to be 'Halo' LED Orient NY w m H995 4" New Construction AIR-TIGHT IC Housing HH with RL 4"white LED trim kit module. HH Jurisdiction All exterior recessed soft light fixtures are to be 'Halo' LED dryer i i H995 3" New Construction AIR-TIGHT IC Housing with RL Town of Southold 3"white LED trim kit module. i HHS i Suffolk County = existing ' closet New I j M StudyDrawn By: - -- I I a TEF II M.P. HH HH - - ---' ----------- HH ✓'/�P <.e cep In Checked By - - - - - - - HH - - �- - -- - ! � New Bathrm. 3 , M.A.M.MAM - -- --- - -- T - .1 - - - - - Job No - , rA.- Existing - - ----- - - - Existing-- -- - -- o - _ - - Covered — 2139 I- - -- - - - Porch - t _ ! - - - - - - _ -- -- ; ' ! Sheet�itle..� - - r -- -- ------ ---- - - - - Electrical Plan ---- - - First Floor First Floor Electrical Plan -1/4" _ .1 .-0.. Sheet Number plan north r, D