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Home My WebLink About49981-Z TOWN OF SOUTHOLD pr" „w BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY k0.. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPRO"V"E ► PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49981 Date: 11/2/2023 Permission is hereby granted to: Gouachon, Arnaud 95 Lexington Ave #1 D Brooklyn, NY 11238 To: Construct additions and alterations to an existing single-family dwelling as applied for. At premises located at: 7105 Main Bayview Rd, Southold_�mm ... ........ ....... ......... ......... ....... _ SCTM #473889 Sec/Block/Lot# 78.-7-32.11 Pursuant to application dated _,10/19/2023 and approved by the Building Inspector. To expire on 5/3/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,016.50 CO-ALTERATION TO DWELLING $100.00 Total: $1,116.50 ........_. ..... ....................................... _.... 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 lite) :/dNv'wV%R, outholdtowrijiu. , �p Date Received APPLICATION I VI NG PERMIT For Office Use Only + P�.J PERMIT N0. I Building Inspector. Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:August 25, 2023 OWNER(S)OF PROPERTY: Name:Marine Soussan, Arnaud Gouachoni SCTM#1000- Project Address:7105 Main Bayview Road Southold NY 11971 Phone#:646-275-2447 TEmail:soussanmarine@gmaii.com Mailing Address:7105 Main Bayview Road Southold NY 11971 CONTACT PERSON: Name:Clay Coffey, Margot Coffey Mailing Address:430 Main Street, 2nd floor, Greenport NY 11944 Phone#:347-276-6093 Email:margot@isaac-rae.com, clay@isaac-rae.com DESIGN PROFESSIONAL INFORMATION: Name:Isaac-Rae Studio - Margot & Clay Coffey Mailing Address:430 Main Street, 2nd floor, Greenport ny 11944 Phone#:347-276-6093 Email:margot@isaac-rae.com, clay@isaac-rae.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION Estimated Cost of Project: ❑Othe ture ❑Addition ❑Alteon ❑�Re 100,000 New Struc I� air molition Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:single family residence Intended use of property:Single family residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 this property? ❑Yes 1iiNo IF YES, PROVIDE A COPY. ,m�dirtj,„ The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided b Chapter236of the TownCode.de. APPLI n P Y ry i w CATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,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 Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitte>By rinte):Clay C y (Authorized Agent ❑Owner Signature of ApplicanDate: 102©ZZj- CONNIE D. BUNCH STATE OF NEW YORK) Notary Public,State of New York No.01BU6185050 SS: Qualified in Suffolk County COUNTY OF ) Commission Expires April 14,2 DIV being duly sworn, deposes and says that(s)he is the applicant (Name of individual s" ning contract)rove named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith.. Sworn before me this 1 qday of OC 20,::Q, 2) 6-,n -�, /&m Notary Public ILII PROPER OWNER._ ... : 'i'�Ilf� w�li. (Where the applicant is not the owner) Marine Soussan & Arnaud Gouachon residing at 7105 Main Bayview Road Southold do hereby authorize Clay Coffey, Margot Coffeyto apply on my behalf to the Town of Southold Building Department for approval as described herein. ow rt is Signature Date Arnaud Gouachon, Marine Soussan Print Owner's Name 2 Generated by REScheck-Web Software Comiplianice Certificate Project 7105 Main Bayview Rd Energy Code: 2020 NYStretch - 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: 7105 Main Bayview Rd Marine&Arnaud Gouacho Isaac Coffey Southold, NY 11971 7150 Main Bayview Rd Isaac-Rae Southold,NY 11971 430 Main street Greenport, NY 11934 13472766093 Clay@isaac-rae.com Compliance: 25.5%Better Than Code Maximum UA: 165 Your UA: 123 Maximum SHGC: 0.40 Your SHGC: 0.16 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. Sita lin..on girade traarJc.c ffs nairc: no prrr°geii corv;idercKll!!in the!p.JA or pciifoniri&nC0 c oir°upllin?nce path in RI:ESdhner:r, :::mach s1all:n-coon grade aa"[uenillaly in the p u.uJued chiM ate Zaroncn Tnust ir7rnrxet i.he rrnGirniiirriuim energy code nnsulailJoini R vallue and deliri:lhn u°rrqukcnu,neirnts,, Envelope mblies_ Wall Type A:Wood Frame,24"o.c. 1,594 23.0 6.0 0.039 0.045 46 53 Garage Door: Solid Door(under 50%glazing) 121 0.150 0.270 18 33 Sliding Door 1: Glass Door(over 50%glazing) 45 0.200 0.270 9 12 SHGC: 0.16 Sliding Door 2: Glass Door(over 50%glazing) 22 0.200 0.270 4 6 SHGC: 0.16 Window curtain wall: Metal Frame 84 0.200 0.270 17 23 SHGC: 0.16 Window 1: Metal Frame 65 0.200 0.270 13 18 SHGC: 0.16 Window curtain wall 2: Metal Frame 24 0.200 0.270 5 6 SHGC: 0.16 Window 2: Metal Frame 18 0.200 0.270 4 5 SHGC: 0.16 Window curtain wall 3: Metal Frame 35 0.200 0.270 7 9 SHGC: 0.16 Floor: Slab-On-Grade(Unheated) Insulation depth:4.0' 128 15.0 0.630 0.480 0 0 Insulation position: Horizontal Insulation Project Title: 7105 Main Bayview Rd Report date: 09/27/23 Data filename: Page 1 ci Compliance Statement; The proposed building design described here" th the building plana specifications,and other calculations submitted with the permit application,The proposed b d to meet the 2020 NYStretch-2018 IECC requirements in RESrheck'Version :REScheck-Web and to comp F) 'rements listed in the RES?'�"hepk Inspection � m ., Checklist. Name-Title r1 tor" Date " dx4!O" 0,39761 �} F Project Title: 7105 Main Bayview Rd Report date: 09/27/23 Data filename: Page 2 of 10 CREScheck Software Version : REScheck-Web �(J Inaction Checklist Energy Code: 2020 NYStretch - 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. # Pre-inspection/Plan � _ �....PIanV Verified FieldValuefied..... _� Review Complies Comments/Assumptions 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR111 energy code compliance for the building envelope.Thermal [:]Not Observable envelope represented on ❑Not Applicable c . ... ..... 103.1, Construction drawings and ❑Complies 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 is Heating: Heating ..m ._ .............. ---..� ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions:. . ... (TiE ��g fi �.�.. ......��..... 1 ��... mm Impact(Tier 3) 1 Hi h Impact(Tier 1) � 2 Medium Im act(Tier 2) 3 Low Im a Project Title: 7105 Main Bayview Rd Report date: 09/27/23 Data filename: Page 3 of 10 Veri Se#ion Foundation Inspection Plans Verified [ Fie I Value fied Complies? Comme p Value 02�.1.2I� Slab nts/Assumptions.. edge insulation R-value. R- R- ❑Complies See the Envelope Assemblies [FO1]1 ❑ Unheated ❑ Unheated ❑Does Not table for values. ❑ Heated ❑ Heated ❑Not Observable ❑Not Applicable 402.1.2 Slab edge insulation....m .. ........._..�....-�.....m.� ._._.._ . ._ _..._.�._..,�. _.. ....w.......� 02.1 depth/length, ft ft ElDornplies See the Envelope Assemblies 1 es Not table for values. []Not Observable ❑Not,Applicable 303.2.1 A protective covering is installed ❑Complies [F011]2 to protect exposed exterior ❑Does Not insulation and extends a ❑Not Observable minimum of 6 in. below grade. ❑Not Applicable 403.9 Snow-F012]2,. controls and installed.ice-melting system ..... ....... .�� ... .❑ mplies ❑Co . ,.0 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: ._. ... .. —� Medium Impact(Tier 2)_.... � _ .�.. �... 1 High Impact(Tier 1) 2 Low Impact(Tier 3) Project Title: 7105 Main Bayview Rd Report date: 09/27/23 Data filename: Page 4 of 10 ........... # Framing /Rough In Inspection PlanValuefied Field Val u ified Complies? Comments/Assumptions Ve Section J & RecID 402.1.1, Door U factor. U- U- EIComplles See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ❑Not _._.. A_pp.l._i.ca�ble ---402.1.1, Glazing (area-weighted UU . ._ _..�. ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ❑ 402.5 Not Observable [FR2]1 ❑Not Applicable 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. [-]Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions.An approved third- party will inspect all components ❑Not Observable and verify compliance.See ❑Not Applicable section details and guidance from Table R402.4.1.1. mmmmi 402.4.3 Fenestration that is not site built ❑Complies [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 leakage at 75 Pa. ❑Not Observable ❑Not Applicable ®..n. .. _.__ .... ............_ ._W... ............ .... . ..__�_ 403.3.1 Supply and return ducts in attics [ Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where< 3 inches.Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >=R-6 for diameter>= 3 inches and R-4.2 for<3 inches in diameter. 403. 2. ,air han handlers with ❑Co e filter mplies 3boxes ._._..._ _ . joints/seams compliant with International Mechanical Code or ❑Not Observable International Residential Code, as ❑Not Applicable applicable. ,.w... .... .................. ...v._ _. .... ........... . _. ......�.. 403.3 Duct system in new buildings and OComplles [FI3211 additions are located in a ❑Does Not ay conditioned space in accordance with Sections R403.3.7 (1-2). ❑Not Observable ❑Not Applicable 403.3.8 Ducts are sized in accordance � ,.. _.�.. ......_._�.._.. _. . ...._ w dance ❑Cornpl�es [FI3311 with ACCA Manual D and sections ❑Does Not R403.7-8. []Not Observable ❑Not Applicable .....................____ _ ._. ... ....-, __�.... .... .. 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not []Not Observable ❑Not Applicable .�.. __.. i,. Ina act(Tier 2).._ p 1 qhh Impact(Tier 1) 2 Medium p act(Tier 3) _..mmmm�3 mm„Low I m Project Title: 7105 Main Bayview Rd Report date: 09/27/23 Data filename: Page 5 of 10 #ection Framing/Rough-In Inspection' nspect Plans Ver fied Fie l Va erifi ._ _ S - ion lue Complies? J1 Comments/Assumptions Value& Re9...1,PJ �... .. . 403.3.7 Ducts declared to be within the ❑Complies mm„ [FR28]3 conditioned space are either 1) ❑Does Not completely within the continuous air barrier and within the building ❑Not Observable thermal envelope, 2) buried ❑Not Applicable within ceiling insulation in accordance with Section R403.3.6 and the air handler is located completely within the continuous air barrier and within the building thermal envelope and the duct leakage is <= 1.5 cfm/100 square feet of conditioned floor area served by the duct system,or 3)the ceiling insulation R-value installed against and above the insulated duct>=to the proposed ceiling insulation R-value, less the R- value of the insulation on the 403.4 HVAC piping conveying fluids R--� R- ❑Complies [FR17]2 above 105°F or chilled fluids ❑Does Not m,ua. below 55°F are insulated to>_R- ❑Not Observable 3 ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies I[FR18]2 >_R-3. ❑Does Not 46, []Not Observable ❑Not Applicable 403.5 Energy conservation measures R- m .... -. ..•. ....� .... ...____ .......-.� .. ,..,.�.. ��.mR ❑Complies FR29]2 for SWH systems follow ❑Does Not guidelines in section R403.5.1-5. ❑Not Observable ❑Not Applicable m ....403.6 Automatic or gravity dampers are ❑Complies [FR 19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: g p Tier 1) 2 Medium impact(Tier 2) 3 Low Impact(T 1 Hi h Im at F. F _. t ier 3) Project Title: 7105 Main Bayview Rd Report date: 09/27/23 Data filename: Page 6 of 10 Section & Reci ID Insulation Plans Verified FieldVerifiedpies Comments/Assumptions Value Value � . 303.1 All installed insulation labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. []Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value.lIf this is a ❑R-Wood ❑ Woo ❑Complies - - S bee forwalelpeAssemblies Assemblies 11 402.2.5, mass wall with at least /2 of the d ❑Does Not 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 __.... ._� „ _ ...._. . .— .............. 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not []Not Observable ❑Not Applicable Additional Comments/Assumptions: p-a--C--i--(-T- — ..... �._ _....._... g2 Medium Im ack(Tier 2) 3 Low Im act(Tier 3) 1�Wil h Nm ier 1)...�e.......�,.�.. _ p �.....�..... .� .m. . p Project Title: 7105 Main Bayview Rd Report date: 09/27/23 Data filename: Page 7 of 10 �#– Final Inspection Provision Plan Ver - �� __.... � Section . - –.... ----................. s Verified Field Verified s Complies Comments/Assumptions Value &.Re ...�� .. –.m.. _..m.,. �.. Value _.m._.n -. 402.2.4 Attic access hatch and door R- R- ❑Complies [FI3]1 insulation>–R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACm ITmmmm � H 50= ACH 50 ❑ 'ortr�plies [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable [02 ].3 determine air leakage with ft ft 100 ®CDoes N are pressure tested to cfm/100 cfm/ 1 es Not either: Rough-in test:Total leakage measured with a ❑Not Observable 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. _ [03.3.4 Dunt tights across the system 4 ft2 m/1 ft2... r 0 []Does tightness test result of<=4 .cfm/100 cfm/100 ❑Complies 1 y Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. [024].2.1 Ai manufacturer leakage at designated of ❑Do...�_........ .......... -..._.....___�.. � mplies 1 es Not design air flow. ❑Not Observable ❑Not Applicable ...... . 403.1.1 Programmable –... . ......... .. . . ....... ........ _.....m . thermostats ❑Complies [F19]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. pp ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies Fl 10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable [02 �.1 .......-systems have vice hot water . �....,. ODo.. .... ........ � Circulating service ho mpiies 2 es Not accessible manual controls. ❑Not Observable ❑Not Applicable . 403.6.1 All mechanical ventilation system ....�.mm.............. . ... __ .y�_.._.... —. ...___ em ❑Compliers [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table []Not Observable R403.6.1. ❑Not Applicable �. _.. ..........-...........� . _.... ..... ... .. .. ........ .. _._. _. ............._ 403.2 Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) ................ v .....-- _.. _._.._. ._ Project Title: 7105 Main Bayview Rd Report date: 09/27/23 Data filename: Page 8 of # Final Insp .- ,ectioPn Provisions, Plans Ver fied Field Value Complies?plie 5'.. __ .Comments/Assumptions Section Value &..Re9:IDe 403.5.1.1 Heated water circulation systems ❑Complies (FI28]2 have a circulation pump.The ❑Does 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.... lies comply with IEEE systems 1 or UL ❑❑Does mpNot 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Demand recirculation 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 plpl`ng to<= 104°F. 403.5.4 Drain water heat recovery units ❑complies [F131]2 have>=40 percent efficiency if ❑Does Not installed for equal flow or>=52 percent efficiency if installed for ❑Not Observable unequal flow.Vertical drain water ❑Not Applicable heat recovery units comply with CSA 855.2 and tested and labeled in accordance with CSA B55.1. Potable water-side pressure loss of drain water heat recovery units are<3 psi for individual units connected to one or two showers.Potable water- side pressure loss of drain water heat recovery units are < 2 psi for individual units connected to three or more showers. 03.1.1...headily for accessible ng pools or .❑Does lies ...... mplies ers 3 t permanent in-ground spas. Switch operation does not []Not Observable change heater thermostat ❑Not Applicable setting. Heater circuit breaker is installed independent of switch. Gas-fired heaters equipped with ignition pilots that are not continuously burning pilots. 403.10.2 Timer switches or other_ _ .. ......._. �. _, _N:..._ .. .. .... .......e._..,❑C:: w..�m�ww.. ................___._..m_. .._-... omplies [F119]3 automatic preset schedule ❑Does Not control method are installed on heaters and pumps serving pools [:]Not Observable and permanent ❑Not Applicable 403.10.3 Outdoor heated pools and [FI20] � outdoor... �.m..�� ..m, ....._.. .:._�,. ..... ._........�..�m.� ..-:: ....... .._. ❑0omplies 3 permanent spas have a []Does Not vapor retardant cover. ❑Not Observable ❑Not Applicable 1 Im h act:.:.: _ .. ..._ �.�...._ mpact(Tier 2) 3 Low Impact(Tier 3) Hi gm p (Tier 1) 2 Medium i ._.... Project Title: 7105 Main Bayview Rd Report date: 09/27/23 Data filename: Page 9 of 10 Section PlansValueffed.............._11-......... ......FfelV Value A..,....p..�� .. _ ns & Re ID I T # Final Inspection Provisions Com lies Comments/Assum tions .. 404.1 90%or more of permanent ❑Complies [FI6]1 fixtures have lamps with an ❑Does Not efficacy>=65 lumans/watt or have a total luminaire efficacy ❑Not Observable >=45 lumens/watt. []Not Applicable ....._.. .. .. ........... 404.2 Detached one and two-family ❑Complies [FI35]1 dwellings and townhouses where ❑Does Not the conditioned space is > 1,400 sf comply with the requirements ❑Nat Observable of Appendix RA. _...... ..._Appendix .._ �_...... . ..,.,...... _.... .... ........... ... _❑Not Applicable... .a � .... ..... .._. 404.3 One or two-family dwellings and ❑Complies [FI36]1 townhouses with parking area ❑Does Not provided on the building site shall have a 208/240V 40-amp outlet ❑Not Observable for each dwelling unit or panel ❑Not Applicable capacity and conduit for the future installation of such an outlet.See section details. 404.13 no continuous pilot ltems�...... _ .,m.. � � ❑Do....._..- ._ ......._. .... �....... 404.1.1 �Fuel as lighting systems have ❑Complies es Not []Not Observable []Not Applicable ,.401.3 . ,Compliance Compl .........��.-� �._w ... .. .................. .. .,,............��—�. .,_ ...... ._. .__. certificate posted. ❑Complies [Fl7]2 ❑Does Not []Not Observable ❑Not Applicable ... ....., �. ....�. .........,, _.ww _ . .... ..�,o 303.3 Manufacturer manuals for [Complies [FI18]3 mechanical and water heating []Does Not systems have been provided. []Not Observable ❑Not Applicable Additional Comments/Assumptions: g p --'Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 Hi h—imp (Tier 1) 2 Project Title: 7105 Main Bayview Rd Report date: 09/27/23 Data filename: Page 10 of10 C2020 NYStretch - 2018 IECC Energy NJ/ Effidency Certificate MEMEMEMEMMEMMIMM: Above-Grade Wall 29.00 Below-Grade Wall 0.00 Floor 15.00 Ceiling / Roof 0.00 Ductwork (unconditioned spaces): Ik � to m Window 0.20 0.16 Door 0.15 0.16 Heating System: Cooling System: Water Heater.. Name: Date• Comments NOTES • is ,4 Wr)V.M I Ylv% i S haY Arm ftlF Nv Z. hY s Lmrpwmc .-.r,-Ah ArnoS-'C-Y:'."' W;D,z R=, VY a I lim I- i Es%ato 2sA 1-3,V.- S,&1; kh A.-flw+U f4 yet ISAAC RAE 1W are — C---vor"113-c 1,ao-M VA N'.LCr.!?,*S)' SOUTHOLD 7 nS V 3i m RWv %, St JZW%V 110 11%:gLf--o ej. PLUMBING NOTES 6 P101 .00 ,i - -"` --- - q ' ' �.i , ." " � I � � I * q 9 a I - A�cc6soRs �, - ) ..'��, 1��J, t 11 _=_,1-_=- -�'�'=_-1-1- i... -1 __ -=M-=7L-,1L-,�:J ____ - 1-11-. --l- 1. .1 � ,= iiz�:��I z-.,,--,�=��.�;;".-.;��,"� ........�� ii� � . I'll------ I - -- ,� - , ,I . . I I-�',� 1, _�- � - .- � - � � ______ . - .�� 11 11 � ��11 - _ - __ ___L -, - - 7_1 __1- 4y, ;f; ' ' . -7,- I- 3aa I I .,l,,, ;; ;,,,Nti\.} NOTES •„;`, , ;,, �''e ',;';,'''w" ,'rr a" '` '� ''' +, DRAWING ISSUE I ,F ' , G tir',.I,`.I,iI' '.t. I S , ' NO. Lt"%-;'E ISSUED FOR "", II„ t"I1,��,.',kI.I''I�''•,F,','''v I' '1:1',r ,.' l --__ i el, ., tie,SII"•'' , I 7105 I r. . ''t1,,':,'P:", 1" , , 1,,,,,4',x,4,, r y,o , �, i .,-I' I 2 ,, r , -`.rte,'-.- 1 ,,, I yview wroofti d • t,f% a ;', ,' _ 'l 3 �, ,t,,, ,,'''N:' 1 +I ,A , , ,� ,, 4 II'�'` ^' SYMBOL LEGEND FEMA NOTE ISOUTHOLD NY 11971 5 1`yA a': I N TIN THE SPECIAL FLOOD HAZARD AREA. NO CHANGES ARE BEING MADE TO THE �;., : . ;-' a}1777777_ ' ;, ` : .• . fi ,, THE PROPERTY S O •,,�, . „ " 7 t; rr ',a;, FLOOD ELEVATIONS. tl .; ':' ,j `` x r � 6 r , 1 SECTION NUMBER _ DOOR NU 1"zS C T M 1000-78-32-11 % _� e. , ry% :. r #. A,gI,t ;', , Sl SHEET NUMBER { ? `q p °` ..t'`n'::�?�411r' ,x� b a r�. ; i . fr SEE DOOR SCHEDULE �I�,'r,'i' ' ,• t .:f,3. g's.:` x•' �, , ,> '.4'£, ' `, .a :r a. ,,, ': i '•''�:•,s;rrtt� .. � , r ;r ENERGY CODE STATEMENT OF COMPLIANCE `':`f, %"ill SUFFOLK i` .' <:, ti 'j",g ,.; 4 yf. COUNTY 10 ,'i.' 4 �, '`,. ,i a t.•, m rzh -�;. ... ." way' ",. E BET F MY KNOWLEDGE BELIEVE AND PROFESSIONAL JUDGMENT THE PROPOSED BUILDING IS TO TH S O .e:�,. ... d �<.a.;,�,: 4- t'' i wINDOw NUMBER a s ">x ° ' ., a 11 ,,> £• �.' .,,yeao.,,., 'i."v „' T Z <.': '., I DETAIL INDICA OR • ' ',' (SEE WINDOW SCHEDULE) ER Y CODE. RESCHECK ENERGY ANALYSIS IS ALSO PROVIDED IN THIS r.:.:.; :;`.,; � � r `;:_`__; ' :3 '_.; .:_ ;:, , _. � TAX MAP NUMBER ,�. 12 IN COMPLIANCE WITH NYS 2020 EN G ., ,,,, 1000-078.00-07.00-032.011 SUBMISSION n ,a x,., :; it IA ,I 1V, ,.: , . x alw a:e r ,. .:: ;; ,;>,. .' .x VILLAGE SOUTHOLD _ . t' ., ,,• i` DRA •�r' . '�eN,., W�:F ._�. k. DRAWING REVISIONS ONS I, : I . N :�� N TR TIO � r NTRA T F R CO S UCP �. , CO C O ' AL NDITIONS OF THE °�' ENER CO ' „ M E 1 -- .COLUMN NUMBER :` I � E I U B R ... :.w. '«.... h ,r D TALK .,. $: '. m t SF EET NUMBER ,.• , p. 're,•:..zi",€: :,;. '_ BLOCK , ,':': 'a sy �_ ,y,'? 7 N0. DATE 1.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 INTERNATIONAL BUILDING CODE AND °' .... ;. , ` : r , .': REVISION x. I � '.'' ' " WILL COMPLY WITH 2020 SUPPLIMENTAL REQUIREMENTS,AND THE BEST TRADE PRACTICES. \ ;,,, \ to •.:'. �� x::''=`.;w <_ : , -t- LOT 1 ,',. ; "' , 2.CONTRACTOR SHALL BE HELD TO HAVE VISITED AND EXAMINED THE PROJECT SITE BEFORE �x `. " ,.;: = � �, `�' � 2 - REVISION C�OUp MARKER @ ` n'•, .M;,,, , ; < ..,x: I t- DETAIL CLOUD MARKER �'' .,.a 10 3 ;`' N HI PR POSAL SO AS TO FULLY UNDERSTAND ALL EXISTING CONDITIONS RELATING TO THIS \..,.:.... < ">" .'....' , :', SUBMITTI G S O .. r'::, r'.n:,,.` . ,<` ,,"°:;,;bF;..,; �3, \,,:: < NUMBER OF FLOORS -- t . THE NAT RE AND SCOPE THEREOF AND THE FEATURES AND DIFFICULTIES THAT WILL AFFECT ITS ;>'.' w, i'P161; l"{- " �' ' WORK U ::.:. r EXECUTION. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA AND/OR MATERIALS REQUIRED OR FOR r t a xjlN i „ LOT AREA 92 ACRES OR 40 001 SOFT ,,r, " +o.o I I I TIN DIFFICULTIES WHICH WOULD HAVE BEEN FORESEEN HAD THE REQUIRED INSPECTIONS BEEN MADE. THE :£, x.,:" ::'�`p"„,'F " i,,� ., ;. # t, .., 'x:t' . ",� <• 5 ---- -- - LNE NO CA G : ; f�1 w; ,, . "s ..- : .., x,.4k ' -�- ' INDI TION OBJECTS ABOVE CONTRACTOR SHALL TAKE ALL NECESSARY MEASUREMENTS FOR HIS WORK AT THE SITE.VERIFY ALL = . .�,\��\':' ,,.: • f "' 0 6 _ LEVEL cA ; ; I ",` <r::" f•, - ALLOWABLE BUILDING COVERAGE 8 000 SQFT OR 20/o Note:[o"0'7=+ NDITI NS AND REPORT ANY DISCREPANCY IN DIMENSIONS OR EXISTING CONDITIONS TO THE \' .:,. ;\` i ,' ,`:;a';,.• t O.0 LINE INDICATING CQ Q \ ` " '' r, , , r fir" �, -t„ 7 -TrT111, , "' oBJECTsBELow ARCHITECT. `,' �� "'.6 _" ' . 4 q :' EXISTING ROOFED BUILDING , x. :a , I- „x- .,\,, .,.,"' U G COVERAGE 2,300 SQFT 8 a 3.THE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL A KICK OFF MEETING HAS BEEN HELD AT THE .' �11 >I ', a °'-r.<;:' 1, � ' I� , � ' `' PROJECT SITE WITH THE OWNER AND ARCHITECT. THE 1- -,. a \x ` 9 '�> - r,. , .' „. ° i,: :'s..x; ;'' °tee;' _ "P, PROPOSED BUILDING COVERAGE 3 732 SQFT : Y ,,, ',q;Di;"'¢ ..,w� � "0.a. `, C ,�,a 4 ,.. ..y4;=.:,F, \ -- wALLTvaE A - CABINET MARKER PURPOSE OF THIS MEETING IS TO REVIEW THE PLANNED WORK AND TO ENSURE THAT THE WORK IS I y, .r a ' ., , � , 10 4 DONE IN ACCORDANCE WITH THE APPROVED PLANS. = " �,'_ .=`e p:" 11 , '" = . tl ;�.L'�'°' ''' ',...'a4�` 1. � �;:;. ��.....,,;F6111v,.:�, . ;�. ,:;;.: ,. ALLOWABLE GFA 5,100 SQFT y 4. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF � �, p ' ,, , < '•9." .,, ��.. ,': 1 . 12 ' '' INSURANCE WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS,AND PAY ALL FEES . 1M. �..,,,,. •ik x, , , � a " ,� ,: �;`;;M.wH" .,, " ;:, ;<,M.;'k '`.;'. EXISTING GFA REQUIRED BY GOVERNING NEW YORK CITY AGENCIES. 2,200 SQFT '�' 't "r ,` K, ", ,.„�R, a " ,, e .; sx'' g,'m , THIS APPLICATION IS APPROVED ONLY FOR WORK 5.THE CONTRACTOR SHALL NOT DEVIATE FROM THE APPROVED CONSTRUCTION DOCUMENTS.THE „ ' ._ �� ,,6,,,, _ " " '. .;;,:":',;_, ; ,,, - is r�,„,., , 11 I r 'r,.',•r ., ` 'k - '`-�$..r;e'�t. - .. p• ' .f..r:,.x:ax,i', ,rs•+r '' 1., ' 'p 'rnr;' PROPOSED ADDITIONAL GFA INCLUDING POOL... 1,798 SQFT INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL ',r ', CONTRACTOR IS ADVISED THAT HIS WORK WILL BE STOPPED IF AT ANY POINT IT HAS BEEN DETERMINED ` ., " ' _ k' " Irl. OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR ,..u"' a s r d'1 7k r, r, THAT THE WORK HAS ALTERED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. , r" '. ,«,t' "� # "'v: T TTA "'�+ 'r'a :' a'" " ' . . , K ` O L PROPOSED GFA 3,398 TO BE CONSIDERED AS EITHER BEING APPROVED OR IN „Y'i :.,�* I"'"',i.,..,,�,,:�:�.,� 'IV: x �'a''^�' kir�q{'n,"; f','�`�;•:.."° .,.`.`. 6.THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT,OBTAIN PERMITS AND ERECT TEMPORARY g °�*� �; �_WIT CONSTRUCTION AS NECESSARY TO SAFEGUARD PERSONS AND PROPERTY.ALL MACHINERY, TOOLS, "; I ,,i . ." -, _, , , f , Y. „ „ ' . PROPOSED POOL HOUSE/CABANA SQFT 307 SQFT , ' SERVICE LINES AND CONDUITS SHALL BE GUARDED, SHIELDED OR BARRICADED TO PROVIDE SAFETY 1 ., r ';,_ . >.,",y, � x °. +' .. ' T _ ' AND TO PREVENT CONTACT WITH PUBLIC. '> .Y + � .� ;' % DRAWING ISSUE NO. DATE ISSUED FOR 1 10/30/2019 SOUTHOLD TOWN TRUSTEES i.; GENERAL NOTES PLAN 0'0NTFNT,;7 3 NAILING SCHEDULE 4 OCCUPANCY CLASSIFICATION R-40 RESIDENTIAL 5 CONSTRUCTION NOTES: WIND FRAMING NOTES ROOF FRAMING: -1). The information within this set of construction documents is related to basic design 1). RIDGE-TO-RAFTER ASSEMBLY: NAIL NAIL BUILDING USE SINGLE FAMILY RESIDENTIAL DWELLING s .' •. ' JOINT DESCRIPTION NOTES 7 ;intent and framing details. They are intended as a construction aid , not a substitute 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. QTY. SPACING BUILDING HEIGHT (SEE ELEVATIONS) 8 for generally accepted good building practice and compliance with current New York When a collar tie is used in leu of a ridge strap, the number of 1 Od common nails required RAFTER TO 8'WALL:3-8d COMMON EACH State building codes. The General Contractor is responsible for providing standard in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. TOE-NAIL 9 g p p g p TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) + , 10 construction details and procedures to ensure a professionally finished, structurally 'CEILING JOIST 8WALL:3-8d COMMON EACH 11 2). RAFTER-TO-WALL ASSEMBLY: TOE-NAIL w 0 NEW YORK STATE sound and a weatherproof completed product. 9' Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4 8d COMMON JOIST DESIGN CRITERIA 12 ',�•, ,•�; ' ; '; " � � SUPPLEMENT: The General Contractor is responsible for ensuring that all work and construction accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DRAWING,;',,�•;::;. ,• , ' G REVISIONS {. • ; meets current federal, state, county and local codes, ordinances and regulations, etc. or trusses shall be attached to the wall top plate and the wall top plate shall be attached to PARALLEL RAFTER WFCM - SBC LAP NAIL FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES These codes are to be considered as art of the specifications for this building and the to the wall stud with uplift connections. Roofs overhanging the rake side of the building"' '• " `' p p g p g g g CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE EXT. BALCONIES 60 N0. DATE REVISION ,'. should be adhered to even if in variance with the Ian. shall be connected with uplift connections in accordance with table 3.3c. p p OVER PARTITION WFCM - SBC LAP NAIL 1 ,,. .•.:,.., DECKS 40 bimensions shall take precedent over scaled drawings. 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE 2 ATTICS w/o STORAGE 10 ;'�•;''.','1 TO RAFTER WFCM - SBC END NAIL 3 {: (bQNOT,SCALE DRAWINGS). Wall studs above and studs below a floor level shall be attached with uplift connections in ATTICS w/ STORAGE 20 4 accordance with table 3.3b. When wall studs above do not fall in line with studs below, the BLOCKING 2-8d COMMON EACH TOE DESIGN LOAD CALCULATIONS 5 ROOF GROUND SNOW LOAD 4}:;'The architect has not been engaged for construction supervision and assumes no studs shall be attached to a common member in the floor assembly with uplift connectors in TO RAFTER END NAIL (LIVE LOADS PSF) ) 20 resbn5i'bility for construction coordinating with these plans, nor responsibility for accordance with table 3.3. ROOMS (OTHER THAN SLEEPING) 40 RIM BOARD EACH END 7 CO;n$trudtion means, methods, techniques, sequences, or procedures, or for safety TO RAFTER 2- 16d COMMON END NAIL ROOMS (SLEEPING) 30 g :. '.,precautions and programs in connection with the work. There are no warranties fora 4). WALL ASSEMBLY TO FOUNDATION: STAIRS 40 9 ,,s ecific ruse expressed or implied in the use of these plans. First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift .. , WALL FRAMING: 10 connectors. Steel straps shall have a minimum embedment of 7 inches in concrete NAIL NAIL GAURDRAILS ANY DIRECTION 200 11 to the Window and Door schedule for exterior openings. foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under JOINT DESCRIPTION NOTES (DESIGNED FOR CAT.C) QTY. SPACING EXPOSURE CATAGORY the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the 12 _.'. '6):,',Th6 General Contractor is to ensure that masonry or prefabracted fireplaces meets bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt TOP PLATE TO 2 16d COMMON PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION x;4;;;;1,::.;,; TOP PLATE FOOT SEE NOTE: 1 or`exceeds manufactures specifications and applicable codes. spacing Is to be spaced and sized in accordance to table 3.2a. In addition to spacing, ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE THIS APPLICATION IS APPROVED ONLY FOR WORK anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATES AT JOINTS FACE INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 7). The`.Ceneral Contractor is to consult with the owner for all built-in items 4- 16d COMMON NAILING SCHEDULE SEE GENERAL NOTE PAGE OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR ° 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: INTERSECTIONS EA. SIDE NAIL , TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 'lw,,� ,.,'s' ,, ',',_°; 1,such:;as bookcases; shelving, pantry, closets, trims, etc. EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE . ,•3,} ,.;• , Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD TO 24' FACE ; r'' "` attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD 2- 16d COMMON O.C. NAIL FIRE PROTECTION Sym.: �O:MPH Wind load requirements shall be taken into account during construction. SEE FLOOR PLANS 5� ,;w,.• }i ,,; 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7 o.c. at panelHEADER TO 16°O.C. FACE SMOKE & CO2 DETECTORS edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAIL Consultants `Y TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION FOUNDATION NOTES: / in table 3.15a-b. 1):.The General Contractor and Mason to review plans elevations, details and notes to TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUD END � ':;,�;�;?,:' , •,�,, ,, ENERGY CALCULATIONS RESCHECK PLATE TO STUD 3- 16d COMMON PER 2x6 STUD NAIL determine intended heights of finished floor(s) above typical grade. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: •, Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: CLIMATIC&GEOGRAPHIC DESIGN CRITERIA footings to rest on undisturbed (virgin) soil. PER FACE NAIL length adjustment factors in table 3.16. FLOOR JOIST, BAND JOIST, 2- 16d COMMON FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROSTWINTE ICESHIELD END JOIST OR BLOCKING 3). ;Provide 1/2" expansion joint material between concrete slabs and abutting SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIG UNDERLAYMEN FLOOD }+; 7 . INTERIOR SHEARWALL CONNECTIONS: HAZARDS concrete or masonry walls occurring in exterior or unheated interior areas. ) LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when FLOOR FRAMING: 41 '4). Any new concrete walls being attached to existing concrete structure shall interior shearwalls are used. Sheathing and connections shall be in accordance with NAIL NAIL MOD ERAT SLIGHT TO JOINT DESCRIPTION NOTES 20 LBS. 130 B SEVERE 3 FT. 11 NONE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 2.4.4.2 and 2.2.4 respectively. QTY. SPACING TO HEAVY MODERATE 3 JOIST TO: PER TOE 5). Unless otherwise noted, all slabs on grade to be 4,000 p.s.i.. Concrete to be 8).' 'ONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-8d COMMON poured on 4 inch thick sand or c ravel fill with 6x6 wire mesh reinforcing. Interior slabs SILL, TOP PLATE OR GIRDER JOIST NAIL p � o g• Header and/or girder connections shall be attached with uplift connections in accordance NOTE: to be;minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with with table 3.5. Window sill plates shall be have steel connectors in accordance with table BRIDGING EACH TOE p 2-8d COMMON CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY - ''' 6" maximum lifts (layers). TO JOIST END NAIL -. `'•'',', BLOCKING EACH TOE 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one 9). CATHEDRAL CEILING ASSEMBLY: 2-8d COMMON 8x16 cast iron foundation vent for every 150 sq. ft. of area. Where a ridge is to be used as a structural beam, the rafters shall either be notched and TO JOIST END NAIL '; ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge BLOCKING TO: 3- 16d COMMON EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE 7). Dampproof exterior of foundation with bituminous coating as required by current along the open ceiling part of the building. Connections to the ridge and wall shall be be SILL OR TOP PLATE BLOCK NAIL SHEATHING LOCATION NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD +' N.Y.,S. Residential Construction Code. A 6-mil polyethylene film shall be applied over attached with the above requirements. LEDGER STRIP EACH FACE the below grade portion of exterior walls prior to backfilling. 3- 16d COMMON 4' PERIMETER EDGE ZONE 8d COMMON @ 6" 0. . 8d COMMON 6" O.C. SEE NOTES:1,3 INSULATION TO BEAM _ JOIST NAIL _ @ 8). Drainage as required by current 2020 N.Y.S. Residential Construction Code. JOIST ON LEDGER 3-8d COMMON PER TOE INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES:1(BOTH FIELDS) 1. INSULh TION TO MEET OR EXCEED NYS ECCC 2016 ENERGY CODE TO BEAM JOIST NAIL NOTE:2 FOR PANEL FIELD FRAMING NOTES 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED IN HER'S RATING BAND JOIST PER END GABLE ENDWALL RAKE AND RAKE TRU 8d COMMON @ 4" O. . 8d COMMON @ 4" O.C. SEE NOTES:,,3 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER TO JOIST 3- 16d COMMON JOIST NAIL 4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR GREATER 1. ALL FRAMING TECHNIQUES SHALL MEET THE REQUIREMENTS OF THE 2015 BAND JOIST TO: PER TOE NAIL NOTES INTERNATIONALRESIDENTIAL BUILDING CODE AND NEW YORK DEPARTMENT OF 5• FOUNDATION WASLLS TO BE INSULATED TO R-10 OR GREATER SILL OR TOP PLATE 2- 16d COMMON FOOT SEE NOTE: 1 Applicant of Record: 6. FRAMED FLOORS TO BE INSULATED TO R-32 OR GREATER THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. STATE 2017 UNIFORM CODE SUPPLEMENT. ' 2. STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO. 2,OR BETTER 7. SLABS ON GRADE TO BE INUSLATED TO R-10 UNDER SLAB. ROOF SHEATHING: UNLESS OTHERWISE NOTED ON THE PLANS NAIL NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak ISAAC - RAE 3. FLOORS,WALLS, CEILINGS AND RAFTERS TO BE SPACED AT 16 INCHES O.C. JOINT DESCRIPTION ' '• RECOMENED INSULATION AS FOLLOWS QTY. SPACING the 4 foot perimeter edge zone attachments required shall be used. UNLESS NOTED 11575 MAIN BAYVIEW RD SOUTHOLD 11971 ".;`�,'.• A. UNLESS OTHERWISE NOTED , ALL BEARING WALL HEADERS TO BE (2) 2X10#2+ AS PER TABLE 3.8 O O VAULTED CEILINGS : 2" SPRAYED CLOSED CELL SPRAY FOAM CONTINUOUS STRUCTURAL PANEL 8d WFCM -SBC 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. T. 347-276-6093 E. clay@isaac-rae.com BTR. DOUG. FIR.BEARING WALL HEADERS TO HAVE 2 JACK STUDS AND 2 FULL • LENGTH STUDS ON EACH SIDE OF ALL OPENINGS. LVL HEADERS TO HAVE (3)JACKINSULATION R6.5 per inch. 9.5" THICK COMFORTBATT THERMAL BATT For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 'F STUDS AND (2) FULL LENGTH STUDS ON EACH SIDE OF OPENINGS. BEARING WALL INSULATION R38 CEILING SHEATHING: ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET *-' WINDOW SILLS SHALL ALSO HAVE (2) WINDOW SILL PLATES FOR 2X4 WALL NAIL NAIL 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED OPENINGS BETWEEN 4'1 AND 6'0 AND 2X6 WALL OPENINGS BETWEEN 5'11 AND 8'9. WALLS: 3" SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. JOINT DESCRIPTION framing members with 0.42<G<0.49 the nails spacing shall be reduced to 3 inches o.c. UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. PROVIDE FIRE AND BLOCKING WHERE APPLICABLE. WITH ROCKWOOL R15 3-1/2" FOR TOTAL OF R23 QTY. SPACING g p g IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR r }t ASL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVINIZED "" CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN HANGERS AND ANCHORS INHERE APPLICABLE TO ALL CONNECTING JOISTS. PERMISSION OF ISAAC RAE ARCHITECTURE FLOORS: 3 SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. GYPSUM 5d COOLERS 7 O.C. EDGE 6.;.,;' ';,DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR WITH ROCKWOOL R15 3-1/2„ FOR TOTAL OF R23 WALLBOARD 10' O.C. FIELD 1 ' JOIST AND UNDER BATHTUBS.FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL SLABS 3" EXPANED POLYSTYRENE INSULATION FOR R13 WALL SHEATHING REQUIREMENTS FOR WIND LOADS: VERIFIED FOR PROPER LOAD CAPACITY UNLESS NOTED ON PLANS. WALL SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE 7 7): PROVIDE 2- 1-3/4"THICK MICROLAMS ( HEIGHT TO MATCH FLOOR JOISTS) PLUMBING NOTES NAIL NAIL SHEATHING LOCATIO NOTES Project: AT PANEL EDGES SUPPORTS IN THE PANEL FIELD ,'01, "'a.'�' " ,, AROUND STAIRWELL AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE 1. All water su I , draina a and ventin to be installed as er N.Y.S. Residential JOINT DESCRIPTION '.,., supply, g g p QTY. SPACING y NOTED (TYPICAL). Construction Code, and shall meet Suffolk Count Health Department requirements „ SEE NOTES: 1, 3 ( BOTH FIELDS) SOUTHOLD ;POOVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'0 O.C.. USE SOLID BLOCKING Y p q STRUCTURAL AS PER TABLE 3.9 4 EDGE ZONE 8d COMMON @ 6 O.G. 8d COMMON @ 12 O.C. FLOOR JOISTS UNDER ALL BEARING WALLS. as stated on septic permit PANELS 8d COMMON WFCM - SBC NOTE: 2 PANEL FIELD ., .PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS. INSTALL 2. Verify septic system with the Engineer for Suffolk County Health Department INTERIOR ZONE 8d COMMON @ 6" 0. 8d COMMON @ 12" O.C. SEE NOTE: 3 7105 Main Bayview Rd, Southold, NY 11971 a ;''' '°.','I''`"'• `` ' ''`' '';`'' 'DRAFT BLOCKING AS NEEDED. 7/16"OSB 3"O.C. EDGE approval. 6d COMMON I,4 ;,;10: 'ON'LESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM 1/2" PLYWOOD 6"O.C. FIELD NOTES THICK, 4-PLY FIR CDX EXTERIOR SHEATHING GRADE PLYWOOD. PLYWOOD TO 3. 3). If wall studs, plates or joists are cut out during installation for any plumbing related Project No.: GYPSUM 7" O C. EDGE COVEROVER-PLATES AND HEADERS. WOrk,provide adequate bracing and plates to protect and secure the structure. Verify 5d COOLERS „ 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment UNLESS OTHERWISE NOTED USE 3/4"THICK T&G PTS FIR OR ADVANTECH with the state code and manufacture's recommendation for maximum hole size and WALLBOARD 10 O C . FIELD IR-02 'PLYWOOD SUBFLOOR ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR requirements shall be used. spacing permitted 2 . 'JOISTS. FINISHED FLOOR TO BE INSTALLED OVER SUBFLOOR AS PER p g p ) Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing Seal/Signature: ,: FLOOR SHEATHING: members with G>0.49. For framing members with 0.42<G<, the nailspacings shall be ,." MANUFACTURE'S INSTRUCTIONS. HVAC SYSTEM NOTES NAIL NAIL g :f',•;,'.: r- r, :, n ALL BATHROOM WALLS TO HAVE 5/8 THICK MOISTURE-RESISTANT SHEETROCK. JOINT DESCRIPTION QTY. SPACING reduced to 6 inches o.c. },,.. 13: ,''.` ALL 1 HR FIRE RATED ASSEMBLYS TO HAVE ONE LAYER OF 5/8"TYPE X SHEET 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety 3). For exterior panel siding, gafvinized box nails shall be permitted to be substituted for ROCK AND TO MEET ANSI/UL 263 AND DESIGN NO. U349 STRUCTURAL PANELS 6"O.C. EDGE x,�''•;';a requirements. Manual J D S Guide lines to be follow. ALL DUCTS TO BE SEALED AND 8d COMMON „ i4..,, 'ALL ROOFS AND SHEATHING TO BE INSTALLED WITH ICE AND WATER SHIELD, 1"OR LESS 12 O.C. FIELD common nails. HENRY BLUE SKIN OR APPROVED EQUAL. INSULATED Blower Door Test to be performed as required „ ,rte 4). PROVIDE 5/8 TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 15 'ALL FLAT ROOFS TO BE APPLIED WITH AN EPDM 6M ILL MATERIALS ` � NOTES:2). HVAC subcontractor is to fully coordinate all system data and requirements with the c:�/��L�Y 16: ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE 5). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. :F ' TREATED. SILL PLATES To BE INSTALLED WITH FOAM SILL GASKETS AND COP-R- manufacturer. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN TEX TERMITE SHIELD OR APPROVED EQUAL. SCHEDULE NOTES ONLY. 6 . INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General ) i Contractor and Owner for final review and approval. 1). Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If ' wall sheathing is nailed 3"on-center at the panel edge to obtain higher shear capacities, nailing FISCKIN NOTES , requirements for structural members shall be doubled, or alternate connectors, such as shear As required by current IBC 2020&2020 NYS Residential Code- FIREBLOCKING REQUIRED ELECTRICAL NOTES: plates, shall be used to maintain load path. Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between ALL ELECTRICAL TO BE INSTALLED AS PER IBC 202020 2020 NYS RES. CON. CODE stories,and between a top story and the roof space. I` ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER. 2)• When wall sheathing is continuous over connected members,the tabulated number of nails Fireblocking shall be provided in wood-frame construction in the following locations shall be permitted to be reduced toi - 16d nail per foot 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. Concealed horizontal furred spaces shall 3. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOU A also be fireblocked at intervals not exceeding 10 feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking In walls constructed REQUIRED BY IBC 2020 & 2020 N.Y.S. RESIDENTIAL CONSTRUCTION CODE. using parallel rows of studs or staggered studs. 1. ALL LIGHT FIXTURES TO BE LED OR COMPACK FLUORECENT UNLESS OTHER WISE 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with current N.Y.S. - '. NOTED Residential Code. Date: Scale: ALL APPLIANCES TO BE ENERGY STAR QUALIFIED 4). At openings around vents, pipes and ducts at ceiling and floor level,to resist the free passage of flame and products of combustion. ALL PLUMBING FIXTURES TO BE WATER SENSE RATED 5). For the fireblocking of chimneys and fireplaces, as required by current N.Y.S. Residential Code. As NOTED Dirawing Title: GENERAL NOTES LO 1. Lo CV Drawing No.: Ln A IN 110117 75,77'. 77 a r t ,51'4',''•+',,.! , '+Y r, s:. x.',? r'+,, A , s�'ti,r�,�.,,h;','",::,(�.� �u,��'. ' ��•�I, �,. NOTES , DRAWING ISSUE \ N0. DATE ISSUED FOR 3 4 > 7105 MAIN 7 rn I BAYVIEW RDrn 8 N I 10 12 1 1 /l \ \ ,/ J i - / ; DRAWING REVISIONS MAIN BAYVIEW ROAD N0. __6_ATE REVISION PROPOSED \„ 3 \ � 4 HOT TUB EQUIPMENT O P \ LOCATION PLOT PLAN PRO POSED POOL HOOUSE \ 1 41 100'-0" 5 • I, o I TUB - _ -� 37-7 1/2 . i 7 ......of ........ k -- �r , `y `r eY. '�'�,.}.:, ';• ' ,. F ♦ ... _- _...�_....�....... �� Fnr � - ,�,:�. •,;-,,.,:' SKY PLANE - �, ::r�_._ ..._........-. _ GARAGE ENTRY12 i I TERRACE ONE 11 - I ! N - - - - �,I ,, , . •: .. I, _._............_.............._._ _....... .._.._ _..._.........._.._...._.._..... _ OYER OOF •r O ♦ ___- _ __ _�_--------__._.___._._ �_: _-..___......_.. _...._..._...................�_ _ __.___ . _.___...___..._.......................__._._.............. _ 1/2t1 I THIS APPLICATION IS APPROVED ONLY FOR WORK / __......................_...._._........ ......__..._.._..__._......................__................_..........._....._....... ................._......_.. ..........: - - - - - _.._._.._.-,-- I INDICATED ON THE APPLICATION r .........._... ...._......_........ _............ - - - 1 (l } \ C TION SPECIFICATION SHEET. ALL = N ----- ---------- PROPOSED................. ..._.. ..... .._ . _ GARAGE 2ND N _........__._.................._........_..._.._.._.........._....._-...:::: _ '_ " N \ OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR - 2 5 3 1/2 I _._..._......... o W ........................................... ADDITION ...._............................................. ................ ...... T o i f TO BE CONSIDERED AS EITHER BEING APPROVED OR IN, I, 21.8 - - - - - ----- ',':�Yi '. I, ' .. .. ...... .. ... . ......._.............._...._....................................._..._...................... ......... __...._._._._._.._..._ - � u4 �' I i EXISTING POOL 5 ...................._........................ _..... Cl) i \ z i , ..,.., O ................... ........... _._.._ - - • , , - - I r i LE tzL 1 1 _ , .................. ,y: •` ; I - 18,_ 1/2/ RGE150 U ` Consultants: s, I `t ' `' is ';,f• 15 1/2 Surveyor: S A AND SURVEYING SCALICE L ,,,,, I,;:+,,: :,,,,�>;. ,,,.�-• ::�,,:?:,�;' ., i \ � � \ 1 S Bay Ave, Islip, NY 11751 , I' Nit 00 \\ Att'+4.;!. ,,,' ,�,"�•,'ti, rn� \�� `\. `�\��"•�.... \ a °,� ",� ' •�.,• Structural I ;�, •r.'t,.,,'.+ •. �'' �..;'`n _...__.._._... _.,..._....._......_...._...._ u {I;t..i. ql 'r 15.0 I \ --...._ Alex Eng neer. i AES Engineering COUNTY SUFFOLK NOTES SET BACK, TYP 30 j, Fifth Avenue, u TAX MAP NUMBER 1000-078.00-07.00-032.011 �' _._.. ....................................................... _._.._..._ - - ~' rkN Y r Suite 2000 ' \� New Yo , ew ork 1. " ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND VILLAGE SOUTHOLD HER 'S SPECIFICATIONS OF THE TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH PROPERTY LINE \ s Rater: ,rr BLOCK 7 �� \} Tom Baccarella } �; 1 SERVICES AS REQUIRED. t _ �� T•, ,�'ti , \ \ 2: ELEVATIONS SHOWN ARE BASED ON USGS DATUM (NAND 1988) ` \ NY Building Technology Group 3: THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE LOT 32 I \ �. w 159 Route 25A ,�,,�,F 1,,11•;'t''•f r,r,yi4, •,' I COMMENCEMENT OF WORK.THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON N \ Building 1 , Suite B THESE PLANS: IS CONCEPTUAL AND MUST BE INFORMED ACCORDINGLY IN THE FIELD. ; I \ � g ,11^ ,1NUMBER OF FLOORS 2 \ A MINIMUM SEPARATION OF TEN (10) FEET HORIZONTAL AND EIGHTEEN (18) INCHES VERTICAL IS TO BE __ _ .. _ \ Miller Place NY-11764 MAINTAINED BETWEEN WATER LINES, STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. ' LOT AREA , 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING 92 ACRES OR 40001 SQFT \ WORK ''•''Y'' ''"` 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, COUNTY, ALLOWABLE BUILDING COVERAGE 8,000 SQFT OR 20% - I TAX LOT 32.11 STATE AND FEDERAL LAWS, CODES AND ORDINANCES. CONTRACTOR SHALL BE RESPONSIBLE FOR , 'EXISTING REAR DECK.... _....__....__._.__... t DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. EXISTING ROOFED BUILDING COVERAGE 2,300 SQFT - - `•..,4 \ \ 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND l Architect of Record: Y PROPOSED BUILDING COVERAGE 3 732 SQFT \ PROPOSED ENTRY FOYER SHRINKAGE, TRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE I I \ COVER CONDITIONS SHOWN ON THE PLANS. DD � ISAAC _ �� 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH CONCRETE. ALLOWABLE GFA 5,100 SQFT Y•', '''';.''`,' 9. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS. I I j 430 Main Street ';, IY'',.; ;; ,• 10. DURING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO EXISTING GFA 2,200 SQFT --- I- ' t J T `t� �' PREVENT THE:TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, PONDS, DRAINAGE INLETS, ETC.THE 1 j I \ , \ / / I' 20.0 2nd floor METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL PROPOSED ADDITIONAL GFA(INCLUDING POOL... 1,798 SQFT 1 1` �` Greenport NY 11944 MEASURES SHALL CONFORM TO"THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". TOTAL PROPOSED GFA 3 398 i"" \ I /1 �\ Contact; Isaac Clay Coffey R.A. 11. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95/°MAXIMUM DENSITY AT THE I PROPOSED 2 STORY ' OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD PROCTOR TEST. I FRAME GARAGE FF 21.8' \ o NYS LIC#039767 12. C PROPOSED POOL HOUSE/CABANA SQFT 307 SQFT I; ®_ /j E 13. WELLS WITHING 150' OF THE PROPERTY ARE NOTED AND VERFIED BY THE ARCHITECT I (, T. 347-276-6093 E. clay@isaac-rae.com Isaac-rae.com i .' { EXISTING 2 STOR l I Z 14. THE DESIGN ENGINEER/ARCHITECT SHALL OBSERVE THE OWTS PRIOR TO BACKFILL AND DURING SYSTEM ZONING R-40I. I t = _ _ FRAME HOUSE FF 26.9' ! \ I \ STARTUP. 21.8 O - I ,� ; \\\ I \� 1 Project: 15. THE OWT S INSTALLER SHALL HOLD AN ENDORSEMENT J FROM SUFFOLK COUNTY ZONING MAP SOUTHOLD ! D-2 ..................................... I I LD I r , 16. THE OWTS INSTALLER SHALL REGISTER THE ONSITE WASTEWATER TREATMENT SYSTEM WITH SUFFOLK \ \ O COUNTY DEPARTMENT OF HEALTH.The DESIGN ENGINEER SHALL PROVIDE RECORD DOCUMENTS AS LANDMARK DESIGNATION NONE SOUTHOLD I �• REQUIRED BY SCOH. ti __`, ____ \\ ( 17. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE HISTORIC DISTRICT 7105 Main Bayview Rd, Southold, NY 11971 NO ______-� , 18. MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL PROVIDED T 0 SCOH.A GARBAGE GRINDER it O \ \ SHALL NOT BE: INSTALLED UPSTREAM OF THE OWTS. BUILDING HEIGHT 26' 8"FT I ( D 1 D 1 \ I \ 50'FRONT YARD 19. PROVIDE 2"VENT PIPE FROM THE OWT S TO THE SINGLE FAMILY DWELLING AND CONNECT TO THE SEWER r \ \ \ SETBACK Project No.: VENTING SYSTEM WITHIN THE HOUSE. PIPE SHALL HAVE A POSITIVE SLOPE FROM THE OWTS TO THE HOUSE CONSTRUCTION CLASSIFICATION VB-CONBUSTIBLE \. SO ANY LIQUID WILL DRAIN TOWARD TREATMENT UNIT . I R-02 ENTRY LANDING \ \ 1 D 20. CONTRACT OR SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF CONNECTION PRIOR TO < I �; \ 4'xs' k OCCUPANCY USE GROUP RESIDENTIAL R 2 W m Seal/ COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER/ARCHITECT OF ANY o i r ENTRY STAIR �` \ ' Signature: o DISCREPANCIES IN THE INVERT ELEVATIONSa v 1 ACCESSORY OCCUPANCY USE GROUP -- N j i I �• \\ o \ LO SPRINKERS SYSTEM NONE 4 I o \ \ 15.0GRAVEL \ l I 20.0 PARKING COURT I ' r:1r•,t'',!ti. ,1..i ,' ,'`f' t..:'<_:'''' ',;, k ��78.45' \, 7' \ --- ._ ._.-......_ a. 1 i 64.27 22 --_ N52 10 , STORM WATER DRAINAGE SYSTEMS CALCSIt ROOF AREA COMMENTS KEY �.''. EXISTING HOUSE ROOF AREA ',9{; ^,ti;I f '7,r'µ n s� t 4 •{ I 'I� ''I'' r• ( ' '''tt: , t' 1191 SQFT X.17=202 CUBIC FEET PROPOSED (3) D1 8' DIAMETER X 4' <<5'k';` 1',;; ;`('•'' 1,' !"''! ' "rr "''}' { ' 202 CUBIC FEET/42.2= 4.8 OR 8'OF VERTICAL 8' DIAMETER DRYWELL DEEP DRYWELL PROPOSED (3)8'DIAMETER X 4'DEEP DRYWELL yy.('. ..{;S*,. n, ..g rj1' ..r i},�r•.,I'Y tr'" : I PROPOSED ADDITION ROOF AREA PROPOSED (2) MAIN BAYVIEW ROAD Date: Scale: +'�"k� �,,'�.•,:,;mob' ' .,,y,:,f,,1,,ts„ ;�^.ty'., •, 1 Ort i r.. ,ow t 'r• ' , {' 852 SQFT X.1 7=115 CUBIC FEET D2 8' DIAMETER X AS NOTED 2' DEEP SITE PLAN BASED ON SCALI 115 CUBIC FEET/42.2= 2.7 OR 1'OF VERTICAL 8' DIAMETER DRYW ELL C E LAND Drawing Title: e: DRYWELL SURVEYING SURVEY DATES PROPOSED SITE PLAN 2 ��yWil'y'j^�•'J°�,,•�'; 't i^'a,;'v.t;• ,'' �^ V 8'DIAMETER X 2'DEEP DRYWELL PROPOSED O P T" 3/06/2023 a 'k�, ?''''''(' ''.''"''' PROPOSED POOL HOUSE ROOF AREA PROPOSED (1) , sso sQFr X.17=59s cuBlc FEET D3 8' DIAMETER X ;k i ,;;' 1 4' DEEP SITE PLAN Ill Drawing No.: 59.5 CUBIC FEET/42.2=1.4 OR 8'OF VERTICAL 8' DIAMETER DRYWELL DRYWELL I 1'� = 2O'-O�' PROPOSED (2)8'DIAMETER X 4'DEEP DRYWELL 1Y4•. ,'J i , I' . ....................... NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 )3/15/2021 SH Town DOB Filing 2 )4/01/2021 SH Town DOB Filing 3 )4/15/2021 Engineering Dept. 4 P5/26/2021 Engineering Dept. 6 10 DRAWING REVISIONS NO. DATE REVISION I, 1 q'I�tf�lt�i,1i',"I,',��e''.r,,'a•, 't,'.(S'. ,'�1,' wt' ._—_..,._ — 2 g'r t 1 t :t'4j;t •''In •'1.1,�e.,�' a.1�,l'.1''F'�'• I, r',r xi^"-'}.',iS r` r;,, I I 7 8 St�.Y,iii,i•rN�l: r_.�.�;.�:��4:'.F r, j , 4t, 10 12 THIS APPLICATION IS APPROVED ONLY FOR WORK a ;. REMOVE PART OF THE FLOOR INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL FROM THE OUTSIDE DECK OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR OUTDOOR PATIO TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ,,, ,, _ I - - - - - - - - - - - - - - - � ACCORDANCE�ifTHAPPlICA�fESO REMOVE EXISTING WINDOW PORTION OF REAR Consultants: WALL TO BE REMOVED ; Surveyor: David Fox Fox Land Surveying ` I 64 Sunset Avenue Westhampton Beach, NY 11978 M Structural Engineer: REMOVE EXISTING WINDOW �!I I Co Alex Spyrou Li AES Engineering 630 Fifth Avenue, Suite 2000 PORTION OF WEST PORTION OF INTERIOR WALL TO New York, New York WALL TO BE REMOVED BE REMOVED °+ HER's Rater: T-9 1/2" Tom Baccarella NY Building Technology Group KITCHEN {, 159 Route 25A Building 1, Suite B Miller Place, NY 11764 PORTION OF FLOOR TO BE REMOVED F 71 II Architect of Record: EXISTING WALL AND LAUNDRY ;�,,•,, t, �,I ,, . EXISTING POWDER ROOM i ROOM TO BE REMOVED I S��C — RAE E ', .'...' ; , AND PLUMBING FIXTURES ;��I�,'•�",,;1:I, � + vc'„f. : �.;;,��. ' TO BE REMOVED 430 Main Street 2nd floor + t • -3'-5 1/2"— Greenport N'� 11944 d � , Contact; Isaac Clay Coffey R.A. NYS,n'� , ,j.,, r. •''dri.:-,' ,+"''� ,'; ' LIC#039767 G ROOM LIVING ROOM T. 347-276-6093 E. clay@isaac-rae.com r�+'t•r �,:,, n.,•�y.r,r�$.;.,, ,.',;,, .;;,�:,,-z' 'r' f. I I Project: 1 0 0 SOUTHOLD h,�l.�;�yrt,'-rr-•= ewl 7105 Main Bayview Rd Southold NY 11971 y,:*11Y .41:`4.x,rf,.r•Yr it1r"''�Y, �y; .b'l.' 1 - ' I I 1 1 I I EXISTING GAS FIRE PLACE Project No.: TO BE REMOVED IR-02 - - - - - - - - - - ,'•; - - - - - - - - - - Seal/Signature: 1 _ L J ' . LIVING ROOM \ o a'. � ,j Date: Scale: +I' AS NOTED Drawing Title: EXISTING PLANS CM Drawing No.: EXISTING GROUND FLOOR PLAN r 1 , ' 1 TTI . . a y � 1 NOTES GENERAL N01-E 1. CONTRACTOR TO PROVIDE COORDINATE AND INSTALL NEW REPLACEMENT WIDNOWS IN THE EXISTING BUILDING. REPLACEMENT WINDOWS TO BE "INKIND" SEE WINDOW SCHEDULE FOR DETAILS DRAWING ISSUE 2. CONTRACTOR TO PROVIDE SAMPLE SIDING MOCK-UP FOR OWNER APPROVAL PRIOR TO INSTALLATION ON NEW ADDITION AND EXISTING BUILDING. 3.CONTRACTOR TO PROVIDE TEMPORARY BRACING PRIOR TO REMOVAL OF EXTERIOR WALL. P NO. DATE ISSUED FOR 4. CONTRACTOR TO COORDINATE BRACING WITH ARCHITECT PRIOR TO DEMO & REMOVAL 5 6 i:'•7•y 7 8 +' 2 1 3 10 A-301 it A-301 A-301 11 12 r 45'-7 1/2" DRAWING REVISIONS 17'-5 1/2" 9'-7 1/2" 18'-6 1/2" NO. DATE REVISION a ti A-;-'00 3 PROPOSED ALUM 4 SLIDING DOOR 5 27'-5" SEE DCOR SCHEDULE 7 6-3" 13'-10" 74" 16-7 1/2" DN 8 9 PROPOSED EXTENDED PATIO FLOOR/RAILING 10 STOREFRONT ALUM WINDOW, TYP 12 SEE WINDOW SCHEDULE THIS APPLICATION IS APP ROVED ONLY FOR NORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 8'-3 1/2" T-21/2" HSS COLUMN, TYP EQ EQ EO T SEE STRUCTURAL DRAWING 1t 1+ OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR ! y 2 TO BE CONSIDERED AS EITHER BEING APPROVED OR IN L9 NEW STEEL I I w4 w4 w4 f + • ` I W SECTIONS ABOVE I w _ SEE STRUCTURAL I I I G O REMAIN 34 S F ,�,,,� ,i,,,,;+ r,;{,,,,',k.•,, "' EXISTING OPENING T A DRAWINGS I Consultants: N Surveyor: jt;tf.,��J'j+'i 'f' .nSa,a 5�'L`1'�j•U;.i`;I' N {' I IwJ A}�Y — — — — — — — — — — — — — — — —� I- - - - - - - - - — — — — I N ',?iii'1 "; r;,.r';'�'r"'�,_f',;.g,"7 k':';yjr ri.,reit•., 1 I, yrg3 - - - - - - - - -- - - - - - - - - - - - - - - - - - SCALICE LAND SURVEYING - 1 S Bay Ave, Islip, NY 11751 llsd,}t r „Yf1 I OD , k - A-2o1 1 1 CD 0 2 CAR GARAGE �' = NEW ENTRY I ° �� •j{ ' , , " `' { T 0 I EXISTING GIRDER AND POST , '�t «'^{•'`'``: '",I'= , A-300 N ° FOYER , TO REMAIN .«A1I„•1 r J• • I''4" ,'S•A 1 Structural Engineer: Alex y 514 SF I AES Engineering 228 SF ' I I P I A I 630 Fifth Avenue Suite 2000 VESTIBUL INSULATED OVERHEAD I New York, New York GARAGE DOOR `� 2 o CA-201 HER's Rater: SEE DOOR SCHEDULE 25 SF EQ EQ EQ I 6 Tom Baccarella NY Building Technology Group y A 8' 3 1/2' 159 Route 25A Building 1 Suite B ' 9 I . t' 2 I _ co IL z Miller Place NY 11764 A 300 o T1 { ' I m co = ' EXISTING KITCHEN 22'-1' PROPOSED STAIR TO BASEMENT Architect of Record: I GARAGE FLOOR PROPOSED ALUM W/ EPDXY COATING SLIDING DOOR 1 I SAAC _ (� Q SEE DOOR SCHEDULE , `/� T1 430 Main Street I 2nd floor WEATHER PROOFED PROPOSED EXTERIOR WALL OUTDOOR STAIR A I W/SIDING, TYP Greenport NY 11944 Contact; Isaac Clay Coffey R.A. I I 1 NEW WALL AND DOOR NYS LIC#039767 SEE DOOR SCHEDULE y T. 347-276-6093 E. clay@isaac-rae.com Project: SOUTHOLD PROPOSED WOOD +`. 7105 Main Bayview Rd, Southold, NY 11971 BURNING FIRE PLACE Project No.: IR-02 _74— is+a 'I. I Ti i �� G�-/,Y Cp,, ;' �; ,.��,,.,:,:,,,','•- � '�' ; �,�,. I PROPERTY LINE PROPOSED NEW DRIVEWAY ,_ `^ a J AND ENTRY PATH o 1' d( J d I .,. ri• I•h'''''' 'r' "rl d'" 't;'1 r�jt ' 1' � ✓`Ri '�"` .� r .i"\�� i•iy�',1..«:;Ail!l'111'i•rl.�l'•..''�;"� :'.�: '�i}'1, i ., I I ,— '/ I•��li'Y'�r»�'�;'1X11�' •. }' r'' ' I 3 Ti Ti 0 1 O 5 Date: Scale: +,� AS NOTED d'I'�s, i Drawing Title: PROPOSED PLAN LEVEL 1 f. Drawing No.: '. :; ;'. PROPOSED GROUND FLOOR PLAN • A 7.7-77.:9d: >r ;{ NOTES GENERAL NOTE `,�•''`;'+ '':' '" "' 1. CONTRACTOR TO PROVIDE COORDINATE AND INSTALL NEW REPLACEMENT WIDNOWS IN THE EXISTING BUILDING REPLACEMENT WINDOWS TO BE"INKIND" SEE WINDOW SCHEDULE FOR DETAILS DRAWING ISSUE 2. CONTRACTOR TO PROVIDE SAMPLE SIDING MOCK-UP FOR OWNER APPROVAL PRIOR TO INSTALLATION ON NEW ADDITION AND EXISTING BUILDING. 3. CONTRACTOR TO PROVIDE TEMPORARY BRACING PRIOR TO REMOVAL OF EXTERIOR WALL. N0. DATE ISSUED FOR 4. CONTRACTOR TO COORDINATE BRACING WITH ARCHITECT PRIOR TO DEMO& REMOVAL 4 Jp 5 tai l ,i4i'!,{ c "` ' 1r '�i• `" 7 �'f �' ti''t r r i'. ,. 'S'1,1 ,,t• '1 8 2 1 910 A-301 A-301 ��f ` 11 , I ,+,; Y " I f1 • I DRAWING REVISIONS REVISION t f 11 tb l,' f A NO. DATE WEATHER PROOFED 1 EXTERIOR WALL W/SIDING, TYP A-:-:00 3 f ,< OPERABLE EGRESS ALUM WINDOW, TYP _ 4 SEE WINDOW SCHEDULE i,y'd '•,I,;,,., ,', ,, ,; ;,-, 27'-5" 18'-0,. ;: 6'-3" 13'-10" 7'-4" 8 ASPHALT SHINGLES ROOF 9 ATTIC CRAWL SPACE FOR 10 HVAC INTEGRATION, TYP 11 THICKNESS OF THE ROOF a,l 12 ATTIC CRAWL SPACE FOR HVAC INTEGRATION, TYP THIS APPLICATION IS APPROVED ONLY FOR WORK •'' •' ; o INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL atom,I OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN C.L. PROPERTY LINE NEW ENTRY FOYE ROOF BEYOND ^ ' C 6 S Consultants: B . ' Surveyor: SCALICE LAND SURVEYING 1 S Bay Ave, Islip, NY 11751 k ,: I C.L. OFFICE o I 1 A-201 1 1 N N - - - - - - - -- -- - - �� p W7 i I Structural Engineer: A-300 N r Alex Spyrou T1 AES Engineering 630 Fifth Avenue, Suite 2000 C.L. New York, New York O HER'S Rater: 20 SF 2 A-201 Tom Baccarella NY Building Technology Group ;.' 59 Route 25A 2 Building 1, Suite B A-300 o Ti Miller Place, NY 11764 WM l t ',1 � f rl. ,•, ,w, , ATTIC CRAWL SPACE FOR Architect of Record: HVAC INTEGRATION, TYP ISAAC - RAE 430 Main Street AA 2n floor Greenport NY 11944 Contact; Is aac Clay Coffey R.A. NYS LIC#039767 T. 347-276-6093 E. cla I yea 'saac-rae.com I Project: SOUTHOLD 7105 Main Bayview Rd, Southold, NY 11971 s. . Project No.: IR-02 ISeal/Signature: AYC f. 3 Ti Ti T1 T1 Date: Scale: AS NOTED Drawing Title: - , ,,. PROPOSED PLAN LEVEL 2 X04' ,'11�i' ',''' Ny.�,j',:,, Drawing No.: 2ND FLOOR PROPOSED 0 114 .11 — 1 1-011 ,il:d '' a:ia"_ :,��_hy,:s� ',^.>':.S,i.•`. Y I' , r41i. ,I 77-7 NOTES DRAWING ISSUE NO. DATE ISSUED FOR 3 4 5 �'. 9 2 1 3 11 10 A-301 A-301 A-301 12 DRAWING REVISIONS NO. DATE REVISION �.' GUTTER ROOF SLOPE, TYP r + AT SEE WALL SECTION 6 2T-9" 1T-10,1 7 1: 8 6-5" 13-10" 7'-6" 7'-7" 10'-3„ 10 ASPHALT SHINGLES ROOFFos '— 12 METAL ROOF CURB, TYP :. THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL �,, r ., • , •, x 1 ' ' OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR �- I +,, E CONSIDERED AS EITHER BEING APPROVED OR IN 0 0 0 0 PROTECTED U) /��° ROOFING MEMBRANE +�'�°��I„'a ;� r,<, . , ,; , , a•'•, .. U) N r / Ko_ Consultants: ,,i I •,v.,, y.' ?111 �,� r '+ r' 1 '•I 1 � � � � ° M ° Surveyor: � SCALICE LAND SURVEYING 1 S Bay Ave, Islip, NY 11751 0 D 300 N \ �° Structural Engineer: Alex Spyrou AES Engineering W \ 630 Fifth Avenue, Suite 2000 o \ �° New York, New York 2 HER's Rater: A-201 I / \ Tom Baccarella °' \ NY Building Technology Group / \ 159 Route 25A 2 Building 1, Suite B A-300 \ Miller Place, NY 11764 bo Architect of Record: ISAAC RAE f I 430 Main Street 2nd floor r n G ee NY 1 ',•+, ;. '- ort 1944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com Project: 17r S TSI LD OlJ 7105 Main Bayview Rd, Southold, N Y 11971 Project No.: Seal/Signature: �:;`, ,D A \C. PROPOSED NEW DRIVEWAY �� i, AND ENTRY PATH / C,)' � `GG AY t Lt�t,YF+ ,',.'1`' ''.t'.'•! e'F-:'',' q' ',,I } itj';d, dr';✓i fir'' �” i \ / PROPERTY LINE 3 . I Date: Scale: AS NOTED �- Drawing Title: ++: a PROPOSED ROOF PLAN L-0, It I e - n Drawing No.: . I +. CD PROPOSED ROOF PLAN 1 1/411 = 1'-01103 J .. 'n'wx,u°"• 1 I '1 Mx...41. � las. ..+m v4 F �{ , 77 7— NOTES DRAWING ISSUE NO. DATE ISSUED FOR 2 '�• 3 4 6 +'a 9 2 1 3 10 A-301 A-301 A-301 11 12 ' fes DRAWING REVISIONS N0. DATE REVISION +r 1 t _ 2 +I•,y' i.,. .✓`,,.,. .F„ , .,, r, 1, I' 9 w ill},�1/i, I',,+�,"'.�:'Y,; i,,,'X:•�y`J'.' i''li'�''� 7�'y3.'va•1 ,I.i, ih,1,:�,/w;•`.YI'"?.,';I",t.`i 1i1".k' L, 5 T 6 LED WALL SCONCE 7 8 LIGHT SWITCH W/ DIMMER TYP. FLUSH MOUNT WEATHERPROOFED g CEILING SCONCE RECESSED LIGHT FIXTURE ON DIMMER TYP. 10 1 ,. 2' " 2' 0 1/2" 11 EXTERIOR WALL MOUNTED LANTERN TYP. 12 EQ Q 6'-8° 6'-8° 3'-2" THIS APPLICATION IS APPROVED ONLY FOR WORK CONTRACTOR TO PROVIDE LIGHT SAMPLE o 8'-5 1/2" 8'-5 1/2" - C� PRIOR TO INSTALLATION. d - INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL N w iv WQ OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR '; . ,' I W D R M ' I�\ \ � ' - - - - - - - - I�\ \ � - - - - - - - - - I`co `t _ - -� __—_ - TO BE CONSIDERED ASEITHERB -�- CTT BEING APPROVED OR IN I O O YY '�` 1'-6" 6'-8" 6'-8" - 1'-51/2" UJ ,,. .'' 34 5F �� _ _ _ _ _ T100 N I ' I ' I ' - I ` _ - _ - I �- _ - \ RECESSED LIGHT FIXTURE ON DIMMER TYP. w - ' Consultants: Surveyor: T 2 CARyARAGE ' ' NEW EN RY ' SCALICE LAND SURVEYING 1 S Bay Ave, Islip, NY 11751 0O'� - - FOYER - - -�-- r° A-201 1 1 514 ySF A 300 228S �� N I �I + � - EQ EQ Structural Engineer: N Alex Spyrou I N ; ; ; r AES Engineering I i i o ST BULE I I ' i �' 630 Fifth Avenue, Suite 2000 , — - - - -� - - - New York, New York 251SF W� � � � _ _ _ - - - 2 A-2o1 Tom Baccarella CIO If o `p = = p — w NY Building Technology Group I 159 Route 25A 1 r 51.3rr 11 6" 2 o I I I I Building 1, Suite B +'' I _ _ _ — _ _ _ _ _ _ _ — � — Miller Place, NY 11764 A 300 � - —®, i WALL MOUNTED N w - - - - - - - - - - " I ` - - - - - - - - - - " - - - - - ' I +� I ELECTRICAL OUTLET TYP. �� + 2'-6" 16' 10 1/2" 4' 11 1/2" 1 -11" + WALL MOUNTED � I Architect of Record: EXTERIOR ELECTRICAL OUTLET TYP. ISAAC — RAE 430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com Project: SOUTHOLD ' ii't��'ri� r r (•� .'I,.,s St,,.'! •:i,j: i S O °';'�'y �;'�;,'. I',,, ��.I,,,:;;.';,k,;•r:,',�„ �''', � 710 Min 5 a Bayview Rd Southold, NY 11971 yg I Project No.: y 1',iI Y •` ' l ' (,iii?'•.I !V. �;.�, �'il'i\, l^;i �+;1,'.c;l:.r��, ,,° ,, Ir.l;1t✓ ';: ;,,,' ,,., lr: ,° IR-02 Sea[/Signature: AJ'1�'��J E X \ \ I d 1 '' 3 'r•r I A 000 Date: Scale: a AS NOTED a Drawing Title: CO PROPOSED RCP LEVEL 1 LO Drawing No.: 'y .. PROPOSED GROUND FLOOR PLAN RCP 1/4.x, _ 1 -Orr i — — .:m w s JJ ,r 1 jfi 14 j' r t n m I P r�� f,i�•i 1 r i., i .� V..{ . ,t t'q"'f^•,? ! � it ''t, , ,k;�, ��;•I ' t ,.:�- �:�� . ,.,. ,'; NOTES DRAWING ISSUE N0. DATE ISSUED FOR r.�li''4�i�•�4} ,i. alga,'. �,i , ' 5 z y;' 7 8 2 1 3 10 ^{.,r A-301 11 A-301 A 301 12 DRAWING REVISIONS NO. DATE REVISION 2 4 5 "+ 7 101, 11 io 12 Si+, • " '' I LIGHT SWITCH W/ DIMMER TYP. ' — — — THIS APPLICATION IS APPROVED ONLY FOR WORK 01 INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 1'-6" 4'-1" 4' 1" i 3' 1" OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 11-5" 2'-10 1/2"ii'-4 1/2" io I TO BE CONSIDERED AS EITHER BEING APPROVED OR IN — ACC RECESSED LIGHT FIXTURE ON DIMMER TYP. I , WALL MOUNTED r yr•p I J `'! �''''''A' ELECTRICAL OUTLET TYP. i0} � ; 16 S Consultants: ,J Surveyor: LED WALL SCONCEt'�;�?��;�� •�'��``�'� '�: �•� � � I - SCALICE LAND SURVEYING co��yt, ��,�l�a; ,'•� �,,.,.,':`''�a,l.,'•'„ ^,; „ �' - - - - - - - 1 S Bay Ave, Islip, NY 11751 A 300 ' Structural Engineer: — — —, EQ E Alrou 4,-l„ 4r_1 n 1,-6" ex S pY AES Engineering EQ EQ 630 Fifth Avenue Suite 2000 a +,� ✓< <.'t „rr , I I I I New York, New York 00 I HER'S Rater: — 1/2„ — — /20 1c(37- 2 A-201 l lV nl S r n'r , t, 1 •I ' , "I' I I — Q7 \'"to 1'-2 1/2" Tom Baccarella NY Building Technology Group t 159 Route 25A n Building 1 Suite B , Miller Place NY 11764 A-300 t Architect of Record: ISAAC RAE 430 Main Street 2nd floor I Greenport NY 11944 Contact; Isaac Clay Coffey R.A. I NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com P Project: L L SOUTHOLD 7105 Main Bayview Rd, Southold, NY 11971 ,41r' I Project No.: R-02 Seal/Signature: a { I �•r a I , fy d .a II , I •'�I ' V• , I ate: Cale: as NOTED Drawing Title: PROPOSED R CP - LEVEL 2 ''f:a ,,`�I .;CV:«'' ' Drawing No.: 44 2ND FLOOR PROPOSED RCP ,, ,frJiilo:y ,,t''',• '' ,;, !' U I/[�11 = 11-011 ',•�•1'yy'�y � I Yom_ I { � ,•,'�,'+, it,'I r, ,r'''. I - - � I .: ,- � I� r I,I , "�' . : I�,j-, :, ,� . . � � I I I - I � I ____ � _ � .�, -_ � -- ��"I'll I ....... =-�&=Tir'17� � -_-1_ — - - - , v � �, ., � � NOTES '��:��,:' ' ',' , ' . GENERAL NOTE 7.:a: I ,'. t' .. 1. CONTRACTOR TO PROVIDE COORDINATE AND INSTALL NEW REPLACEMENT WIDNOWS IN THE EXISTING BUILDING. ''`'t''' �", , REPLACEMENT WINDOWS TO BE "INKIND" SEE WINDOW SCHEDULE FOR DETAILS ...r,•',;:'.'' DRAWING ISSUE '`a°''"` '''`' 2. CONTRACTOR TO PROVIDE SAMPLE SIDING MOCK-UP FOR OWNER APPROVAL PRIOR TO INSTALLATION ON NEW ADDITION AND EXISTING BUILDING. ''' ` ``J'a 3. CONTRACTOR TO PROVIDE TEMPORARY BRACING PRIOR TO REMOVAL OF EXTERIOR WALL. :V;,,,. 4. CONTRACTOR TO COORDINATE BRACING WITH ARCHITECT PRIOR TO DEMO& REMOVAL N0. DATE ISSUED FOR , 1 .;; ';-t;i,t`,'i{,`;,,,r^r r•, ',I`9,,") r, I1,,,, ,1.' i.' , -- - - ----- --- --- --- - - - - - t{t�4 t i� , 1,f, ', Y ;, ; a^'I' .. , ' 14 1 ,'I I I I't .. 0 S Y 1 q{ 1} �" i 11'F 11 d � i 1,,,'L'',',,;+ I,1 ,, i',,,e, }y ; ,, ,✓ t: , 3' 4., 3, 4,. 31.411 NOTES A-301 ,',fir{` ,., � ,•' ' 4 3 DRAWING ISSUE • A 400 ALUM WINDOW, TYP N0. DATE �:. A-400 SEE WINDOW SCHEDULE ISSUED FOR M1 ' ASPHALT SHINGLES ROOF 2 3 4 _GARAGE ROOF s r 37 7 1/2 t = y 10 t 11 ,. �r_ _. 12 - - •,� >; rr. r.... , ...... .. _. ... -. T DRAWING REVISIONS L � 1 NO. DATE REVISION , ;;,'• WEATHER PROOFED2 EXTERIOR WALL I - 3 -W/SIDING, TYP , GARAGE 2ND N 6 25'-3 1/2" 77 T INSULATED OVERHEAD 2 CAR GARAGE 12 its, r GARAGE DOOR ' a: i;;r, �,,,,,:,:' ,:yr'.';,.„•°' :+`' SEE DOOR SCHEDULE N 1 THIS APPLICATION IS APPROVED ONLY FOR WORK 514 SF INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL ?SS' r�; 'i i',, /,,r4,1.•,f'; 11,1",,'A 1.1,,,�,tll ,`,, I GARAGE FLOOROTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR^ I I ------• -•----••- .--..---__., ,, e k r .. 77.7.7........... .._... ....._..............................._..__...__.._...... . v W/ EPDXY COATINGI S EITHER BEING APPROVED '1 TO BE CONSIDERED A OR IN ACCORDANCE WITH 311CA_-�F__CfID „ u -III III-III-III-III-111-111-II 9 T { ri M =1 I�I-1 - -1�{-1 I -N_E�111=¢I 1=171I_II��=FI�=III-4_TI- != GA RG E -_- -_- if 5171-1 I-I I I-1 I -1 11=1 11=1 11=1 I I I I I=1 11=11 I=1 I II 11=1 11=1 11=1 11=1 11=111=111=1 - - 15-8 1/2 - - - - - - - - - - - - - - - - - - - - - - II 111-I� - _ - - - - - - - - - - -1 = = I=1 = I I=1 _ =1 I I= I =1 III=1 =1 I I=1 I -III I I_ I_I I-I -I I =1 I I=1 I 1=1 11= I = - - - - - - - - - - - - - r I_i I- I I- I _111_111 111_11 I-III-I I I_I I_I I I_I I I III _ _ I I -I I I-I I I_I I I-I I I_I I I_I I I-I I LI I I-I I I-I I I-I I I-I I I_I 11= ,t iy •^ i ! ", ,:;:',�•_° r = _ _ — _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — _ — _ _ _ _ — — =III—III—III=III=III=III=III=III=III=III— — Consultants: I_I I I_I I I-III-I III I I_I I I _I I I_I I I-III-III-I I'I-III -111_1 I h--III-III-I I I_I I I_I I I-III III III- III-I I - - - - - _ _ _ _ _ - = 11=111=111=111=111=111=1 111=111=111=111=111 III=11 I=111=111=111=111=111=1 = - \ - .PROPOSED STAIR T BASEMEN - = fi.-,." a'•,r:., ,,,,y,,,; GARAGE ENTRY TRENCH DRAIN - - - _ _ _ _ I I _111-111 I I 1=1 I EJ I Ed I I_I I I-I I I_I I I-I I I=I I I=III _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I 1111711 _ I I S OT=111= ,t ,; •;.I::,I",. <,• t.•,,r.•, .,.,, ', -_- - - - - - _ _ - - -________ _ _ =1 1=1 1=1 1=1 I 1=1 1=1 I I -1 1=1 I 1=1 I 1=1 I I-I I I_I I I -I I 1-1 I 1-111-111=1 I 1=1 I = _ _ - - - - - - - - - - - Surveyor: ,�'�,� �„,//, ,,,.,1„,,. , ,.,.,•,,. „, , I I_I I I_I I I_I I I_I I I_I I I_I I I_I I-I III-III-III_III_III-III-III-I I I_I I I_I I I_I I I-III-III _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I I I_I I I III-III-��I-I�I-I�I_I��_I��_I��-I�I_I�I-I�I_I�I_I I 1=1 I _ r. .. -III-III-III-III-I I1-1I I-111 111 -I I I_I I I III-I I_I I_I I -I I _I -I I I_I I I_I I I-I I I-III-I I I_I I I-III-III-I I -I I I I_I 17111_1 I_I I ISI I -I I I-I I1=1 I'1=1I1=1I I_I I1=1I I_I I I-1I =1I I=1I1=1I1=1I1-I 1=1 1= _ - - - - - = _ 7777 I I III III_III_III-III_III_III_ SCALICELANDSURVEYING ter”.1!',`d;ia�'''1'��I; 1",+;;1'Y,'•';,',�.��.��,,,i;' ,, -..! ' — — — — — — — — — — — — — — — — — — — — — — — — — — — _ — _ = = — — — _ — — — — — — — — — — �� 1 , ,.., , .,. 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NYS LIC#039767 OPERABLE EGRESS ALUM WINDOW, TYP M T. 347-276-6093 E. clay@isaac-rae.com SEE WINDOW SCHEDULE ------- -- ---- METAL ROOF CURB, TYP - --- Project: PROTECTED SOUTHOLD ROOFING MEMBRANE C/) ^ 7105 Main Bayview Rd, Southold, NY 11971 DOUBLE HUNG WINDOW, TYP q a SEE WINDOW SCHEDULE ^ > Project No.: I R-02 Seal/Signature: 9 EXISTING GIRDER AND POST TO REMAIN — GARAGE 2ND 25'-3 1/2" 70 �' ''4't •' I'' ,', � I I I i I I N WEN WEATHER PROOFED Y EXTERIOR WALL I I W/SIDING TYP 2 CAR GARAGE I z� co LO I I 220 J I \r t I / bg' r'E ' ,at', "•; ,'a',: `r;r' GARAGE FLOOR I 514 SF L W/ EPDXY COATING 3g7 6? I I=11 I-1 I I=111 I I I-III III-111-1 i4 1, __=1�1=1II�I11=111= NEW VERTICAL STRUCTURAL — — — _ — _GARGE - - - POST AND BEAM I-III-III-II I-III-111-111-III-III-III- I - _ _ = 15'-8 1/2" ¢s t - - - - - - - - - - —- - - - - - - - - - - - - - - - - - - - - - - - - - - - - I III-III-III-I I -TT_III_, -I i- I- III-I I_ I_I -1 I I_111_111_1 I I_I I-III-1 I_I I I_I I_I I I-I I 1-1 -I I_I I -1 -1 I_I I I-III-I I_I I_I I I 1 I_I I I 1 I_I I_I I I-III-III-III - ;�,,�,,,�;;, ', ,•' .:;�',. - �_ - _ - _ - SEE STRUCTURAL DRAWING I I III III_III_III_III_III_III_III_III-III-111_111_ .+:' r' '': ,- . I 1-111=1 I 1=1 I I-III-III-III III I-III-I I ISI I 1=1 I 1=111=1 I I-111=11 I_I I I-I I I_I I I_I I 1=1 I I-I I 1=1 I1=1 11=111-11 I_ I I_I -I I -III-III I I -I I I I_I I-I _ - - - - - - - - - - - - - - - - - I I I I I_I I I-III-I I I_I I I_I I_I I I_I I I_I I I_I I I_I I I-111_1 I I_I I I_I I I-III-I I I_I I I_I I I_I .,,' :�„',�,<,; �.•;,, �, ..�,; ' :.; - - - - - - - I 1=III= I I=III=III=III-III=III= I = 1= _ _ =1 = _ = I = - _ _ _ - - - _ _ _ - - _ - - - _ _ _ - - - - - - t GARAGE ENTRY TRENCH DRAIN I _ I I II III III III II III III I III_I II I_I II-I II_I ILII I_II I_III _III-III 111_111-III-III-111711 III-III-III-III_111_111_1 I1=111=111=111=111=111=111-111= — , - - - rs,t, Date: Scale: I-111=1II- { � ,: I I-III-III-III-III-III=111 III 1=111=111 III=111=1 11=111=11 I=1 I I=1 I I=1 I I=1 I I=1 I I-III=111=111=11 I-III-III- 111-III-111_1 I I-III I I I_I I I I_I I I_I I I-III-III-I I I_I I I-III-I I-I I I_I I_ I_ _ - - - - - - - - - AS NOTED I I I 111 I I I_I I I-III-I 1 I-111-III-I I I-111-I 1 I-11 7777___ _____ - _ -111E -__________ __________- -7777___ ___ ___ ___=7777___ - - _ - - - - t . -III-III-I I I_I I I-111-III-I I -111-III-I 11 1 I 1 __ �1 III-1 I I-I 11-1 11-I I I-111-I 1 I-11 I-III-11 I-I 11 11 I-I 11-11 I-III-I 11-1 I I -I 11-1 11-III-1 11-1 11-I 11-I 11-11 I I I-1 1- 11-I - - _ - - -_- - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I I I III III III-I I I_I I I_I I I_I I I-III-I I I_I I I- Drawing Title: -111 III-III-111-III-III-III-I IE I_I I-I -I _ - - - - - - - -11 -111-I 11 II 111 11 - - - - - - - III 11 � III-I 11-11 -I 11-1I -III-111-111-III ' 111-11 I 1=111=1I,I-I I I-III-III-III-11 -1 1=1II-1I I-III-III-III-III-III-III-111=111=1I IEII1=III=I =111= I 1=1 I 1=1 I F9 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 1=1 I 1=1 I F9 11= I I=1 = _ _ _ = - - - - _ - - - - - _ - - - - - - - - - .,t, _ _ _ _ _ _ _ _ _ _ _ _ _ I _ _ _ I II III III-III_III_III_III III_III�III-III_III_III_III_III III-III-III-III-III-III-111_111-III-III-III=III=III=III= BUILDING SECTIONS 1 T - - - - _ - - - - =1I -111=111=111=111=111E11=11=f1=11=11=1 = 1= - = = = - - - - - - _ - - - - - - - - - - - - - - - - .. I I_I I -I I I_I I I_I 11=1 11=1 I I=-I ISI I _ I I I I III-III-III-III-I I I_I 11_I 11_1 11-1 11-rl 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-I 11=111_111_1 I I-I I I-I I I-1 11=1 11=111=1 - _ _ - _ - - _ - _ _ - 7777 I 1111 1111 u, ',. =1I 1=1 11=1 I I=1 11=1 11=1 I =1 I =1 =1 I -1I I-III=1 =1 11=1 11=1 11=1 11=1 11-1 I -1 I -1 11=1 11=1 I I-1 I I=1 I I=1 11-1 I I-1 11-1 11=1 I I-1 I I-1 I I-1 I -1 I -1 I III-1 I I I I I=1 I I=1 I I-1I I-1 I I-1 I I - - - - - - - - - - - - - - - _ _ _ - III_III_III-III-III-III-III_II1-III_II1-III_III_III_II1- + 11=111=111=111=111=III=111=111=111=111=1 1=111=11 -1 I I-111-11 -111-I I I-111=III 11=111=111=111=111=1 I I-I I -I I I-11 I-111=111=111=111 I I - - 11=III=III=III III=III=1 - - -I = - - - - = - - - - - - _ _ _ _ _ - - - - _ - - - - II III-III-III-III-III-III_III_III_III-III-111711 �''..!n =I 1 I-11 -11 -1 -11 I-11 -11 I-11 -11 -111 III-11 -11 -11 -11 -11 -11 -11 -11 I-11 11=111=111=11 I-111=111=111=111=111=111=111=111=11 III I 1=111=1 -11 I-11 I = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - _ - - I- =1 - ;,, , •.. , ' � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ - - _ _ — _ - _ _ - - _____ -_____-___—= I I-III-I I I_I I I_111_111_1 I I_I I I_I I I_I I I_I I I_I I I_I I - - - - - - - - - - - - _ II_III-I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I(-III-I I I_I I _ - 7777 - _ - - - - Drawing I _ _ - - - a No.: m ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - I I - - - - _ I I II II II - - I III III-III-III-III-III-III-III-III-III-III-III- g —III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III=III=III—III—III—III=III=III—III=III=III—III—III=III—III—III—III—III=III=III=III—III—III—III—III—III—III—III—III—III__III—III—III—II �n 1 LONGITUDINAL SECTION 1 1/4 = 1 -0 , - },`. •• : , ,�:� ,` . 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SEE WINDOW SCHEDULE 9 III 1.... 10 t , ,., - PROPOSED ---------- — _...__ 11 "' OUTDOOR STAIR I _ _ t -_-......-..........._...................-...................._.._......._..._.._....._. _ ._ ...-- ---...._..—.._._._._ -� . . ___ .._.._..------.. ..._. -- - - _ _ , .......-__.__ -_.--..--.___.._....;...__.............__......_.... ._-- _- ______...__.-._....____. THIS APPLICATION I APPROVED ' , ...................._..............._............_......_...---------._. _ ..- --- _______..._..,._.,,.. INDICATED ON THE APPLICATION_ ONLY FOR WORK ON SHEET. I.._I.. LEVEL 1 __...._.._._...._...._...-.._..__.___._.____.____... _._.._.... _._......................_...._ OTHER MATTERS SHOWN ARE NOT TO BE RELIED ED UPON,OR L . __. TO BE CONSIDERED AS EITHER BEING APPROVED OR IN f . ............. - - '' 1 I ISI 11=1 I -1 1=1 I -1 I I-1 I I-1 I I-1 I I-1 I I-1 I-1 I-1 I I-1 I I-1 I I _ _-1 I I- 11=1 I E I I I- 1=1 I I-1 11=1 11=1 11-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 _ _ - - tI ' - t„ ' , -II1=I I=I I I - =III=I 11 11=1 1 =1 1111=III=I 11=I 11=III=1 I I=I 1=III=I 11=I 11=III -_ ____-___'111 -=III=III=111= ----- I=1 I I=1 I I=1 - I I_I I I_I I I_ I I_I I I_ 111= I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I 1= III 1= - - - - - - - - - - - - 1I III I I I_I I I_I I I_I I I_I I III 111_111 III III I I I_I "�I;';. ;., -I I -I I I-111- -I I I-I I I-I I I-III III III III-I I I-III-III-111-I I I-111-I I I-111-111 11=I II=I II=I I I=I I I=I I I=I I I-I I I-I I I-111-111-I I I-I I I-I I =I I I= ,'ta,.1,',;°i '. . x=111=111=III=II1=1I1=111=1 11= 11=1 - 11=1 11=1 11=111=1 11=111=111=1 1 1=111=1II=1 I I I=1 11=1 11=1 11=I 11=1 11=1 11=111=III=IIEl 11=1 11=1 11=1 I IEI =111=III=III=III=III=111-III-III-III=_-111-111-III-111=III-III-III-111=111-III=III_== 11-III=III-111-111-111=111-III=III=III=III=III=III-III-III= Consultants: I �2r,",�!: � ' ,: . '' 1=111-111=111=I I I_z 1 -111-111- 11-I I I=I I I=I I I= I I-111=1 I M 111-111=I I I-I I I=I I I=I I -1 I -111=I I I-I I I-1 I I-111=111=I I I=111=111=I I I=I I I=I I =111=11 II I I-111- I II .•,� J,,';', -1 I El 11=1 11=1 11=1 I 1=I I F=I I I-I I I=1 I 1=1 11=1 11=1 I 1=1 I I-1 I 1=1 11=1 11=1 11=►11=1 11=1 11=1 I II I IEI I 1=1 I 1=1 11=1 I El 11=1 11=1 11=1 11=1 11=1 I 1=1 11=1 I 1=1 11=1 I El I II 11=1 11= Surveyor: '' '`° " 1=111=111=111=111=111=111=111= I1=111=111=111= 11=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111-111-111-111-111-111-111-111=111=111=111-1 SCALICE LAND SURVEYING ''' �`' ``° '' -1 11=1 11=1 1=1 1=1 1=t 11=1 11=1 II 11=1 11=1 11=1 II 11=1 11=1 11=1 11=1 I I-1 -1 I-1 I I-1 I I-1 I I-1 11=1 11=1 1=1 1=1 I I-11 I-1 I -1 I I-1 I I-1 I I-1 I I-1 I-1 11=- I>-1 I- - - _ I T I I I=III= 1 S Ba Ave, Islip, NY 11751 'K',�' '' 1=111=111=111=I I F9 11=111=I I I= I =I I I=111=I I I= 11=I I I=111=111=111=111-111-I I I-I I I=111-111=I I I-11 I-111-I I I-I I I=I I -1 I I-I I I-I I I=I I I-1 I II I I=I I I=I I I=I I I=111=1 y p� ;t1 k 111-II1=111=111-Ill-III-III=111 III-111=111-III 111=111=111=111-III-III-111=111=111=111=111-111=111-III-111=111=III-III-111=1 11=1 11-I 1 I-III-I 1 I-I 1 I-I 11=111= �T''•'•4'r's 1=11 El l 1=1I1=1I1=1 11=1 I I-III- I I-III-III-111 11=111-111-7 111-1 I I-I 11=1 11-1 I I-1 11-1 11-1II=III=III=III-III-III-I 11-1 V=III-III-III-III=III-III=111-III-I '%t,"4,' -111=1 I II 11=1 11=1 I I-1 I II 11=1 I l =1tt=111==1 11=1 11=1 11=1 1=1 I I-1 11=1 I I-1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I-1 I II 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=LI 1=1 11=1 11= '`''i,'`a's;r,-' � ' , , I=11 1=1 I I=11 1=1 I I=1 I =1 I I I I I-11 1=111=11 1=111=1 I I-1 I -1 I =111 III=I I I-1 11=1 I I-1 I I-I I -1 I -1 11=I 11=1 I I-1 I I-1 I I-1 1 1=1 1 1=1 I =1 I I=1 11=1 1 1=1 I F9 I F9 11=1 1 1=1 11=1 �-''i.I:.;�'',..'.,'"-'' =111=111=111=1II=111=111=111-1II-1II=1II-111-1II=111=111-111-1 I-1II-111-III-111-1II-111-111-1II-1II-111-111-111-111-111-1II-1II-1II-111-111-111-1II-1II-111_ Structural Engineer: '1't,��,: Alex Spyrou :1'10';,,� `; r AES Engineering 630 Fifth Avenue, Suite 2000 a. GARAGE ENTRY SECTION New York New-York i,� ,,, , , ' a � ,"1_ I, -vr 3 1/4" = 1'-011 I 1 { 1,1 r " ill I ,.., HER1 •�r'r- 1 ,,'I l' ;x,11,'4:',, µ s Rater: Tom Baccarella i t 1� fi ,I' ; , ,j' ' .,, , . 1 .1 ',I :Yv , /?� t ^ BuildingTechnology roup 159 Route 25A 1 2 1 2 Building 1 Suite B r+ , ,,, f 1 , ,. i �; A-300 A-300 ' 1�'� t i i , ' , �' ;r t fi ,'Y' ',, PI i I : 4' ! ' ,: A 300 >'�l i''`''� '`l,+'".. ; r+Irl' "[;''V'''•' �'r'' ;.•,k:',;' .':�,,� ,. 'I t+r�'';CI°'� ' o t 5 ' , Ir • ,: . .. -. .,. '.-; - - _ ' ..o.. � ..uoa.:uuuwr.•wawi,a,.,.:__.. r •.r^ r , , NOTES DRAWING ISSUE ' N0. DATE ISSUED FOR 3 � 4 ,V,,furl - ,;1 '•'L. r' 5 6 9 10 12 DRAWING REVISIONS NO. DATE REVISION ASPHALT ASPHALT SHINGLES ROOF SHINGLES ROOF ASPHALT 1 SHINGLES ROOF 2 AIR GAP AIR GAP 3 ,;• AIR GAP 4 ,j WATERPROOFING WATERPROOFING 5 +' WATERPROOFING 6 SHEATHING SHEATHING ROOF RAFTER ROOF RAFTER SHEATHING 8 ROOF RAFTER 9 10,I. GARAGE ROOF 37 THIS : : _ _ T APPLICATION IS APPROVED ONLY FOR WORK �- �,.. INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL ASPHALT ASPHALT GUTTER AT ROOF OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR SHINGLES ROOF " " Si.. I` ` '` - TO BE CONSIDERED AS EITHER BEING APPROVED OR IN '•,;��, .. ;�, ,'� `� SHINGLES ROOF CCORDANr.F w1TH APPI ICAR PTD. _ AIR GAP ... _ GYPSUM BOARD AIR GAP N + + ROCKWOOL WATERPROOFING WATERPROOFING INSULATION _ , r onsultants. „ I • SHEATHING SHEATHING _ EXTERIOR 2" CLOSED CELL , Surveyor:or: ROOF RAFTERROOF RAFTER PROTECTED SCALICE LAND SURVEYING RIGID INSULATION, TYP ROOFING MEMBRANE ve, Islip, NY 11751 I � + ALUM WINDOW EXTERIOR 1 S B A a ' r Y S SHEATHING ,;:,t�,�.+..,�.�..,!,,.�:,'.,, ,,,�,.'t,,,,,,t,l`,';,.. .�� •,`,' . - - - - - ROOF RIGID INSULATION 1 EE WINDOW SCHEDULE =f= - - - - W/SLOPE --- _— WATERPROOFING TYP ' u T OPERABLE EGRESS _.___ __...-.- -_-----...__ Structural g 0 S Str tura) En ineer: ; •' . w, SST METAL PRAPET --- - — pY 1 Alex S rou ALUM WINDOW, TYP ' BATHROOM EXTERIOR WATERPROOFING, TYP CAP W/SLOPE AES Engineering E WINDOW SCHEDULE SIDING, TYP EXTERIOR S _......_._____ ._____.______._. ..________.___.__. 630 Fifth Avenue, Suite 2000 r In SIDING TRIM, TYP New York, New York PRESSURE TREATED & 81 SF PTD. FIRE-RETARDENT LUMBER . ___ ... .... .. _.......... HER's i __ Rater: GYPSUM BOARD N GARAGE ENTRYINTERIOR GARAGE ENTRY w5 GARAGE ENTRY Tom Baccarella HARDWOOD ROCKWOOL FOYER ROOF _ FOYER ROOF _ NY Building Technology Group OYER ROOF _ g 9Y P FLOORING ®/ 2$'-01 " INSULATION ®/ 28'-0 1/2" 8' 1/2" – 159 Route 25A i� ;b;, • , ". 2" CLOSED CELL Building 1, Suite B S EXTERIOR I RIGID INSULATION, TYP METAL CLADDING Miller Place, NY 11764 r INTERIOR (DING TRIM, TYP PRESSURE TREATED & EXTERIOR _ HARDWOOD SHEATHING FLOORING METAL FIRE-RETARDENT LUMBER ----------- .; PTD. A AGE_2ND CLADDING SST METAL PRAPET GYPSUM BOARD — — —_—_ CAPW/SLOPE 25-31/2" SOFFIT Architect of Record �—= EXTERIOR ROCKWOOL LVL __._....__....................... ,,:,�, • ' ,+ LVL SIDING, TYP INSULATION ISAAC A ROOF RIGID INSULATION PTD. W/SLOPE 2" CLOSED CELL PTD. 430 Main Street ---. ------ -- +:'' GYPSUM BOARD RIGID INSULATION, TYP GYPSUM BOARD o 2nd floor EXTERIOR ..._..__.__-.._.___........._._..........._.................. Greenport NY 11944 ROCKWOOL ROOFING MEOMBRANDE ROCKWOOL PROPOSED ALUM Contact Isaac'Clay Coffey R.A. �;''.,', INSULATION SHEATHING INSULATION SLIDING DOOR Y Y SEE DOOR SCHEDULE NYS LIC#039767 NEW ENTRY INSULATED OVERHEAD _ __— _ T. 347-276-6093 E. clay@isaac-rae.com 2" CLOSED CELL FOYER GARAGE DOOR 2" CLOSED CELL Y WATERPROOFING, TYP RIGID INSULATION, TYP RIGID INSULATION, TYP SEE DOOR SCHEDULE -- EXTERIOR EXTERIOR ;� EXTERIOR _._.....__....._._...__ Project. SHEATHING 2 CAR GARAGE 228 SF SIDING TYP 0) SHEATHING SOUTHOLD •a -, __..._..._.......... ............___.._...... WATERPROOFING, TYP WATERPROOFING, TYP .._............... 'i 514 SF SST _ 7105 Main Bayview Rd, Southold, NY 11971 FLASHING EXTERIOR EXTERIOR _. ................... j%,.. SIDING, TYP LEVEL 1 _ _ a" °° LEVEL 1 - – SIDING, TYP EL 1 – Project N o.:_d18'-212 1/2" R-0218'- GARAGE FLOOR GARAGE FLOOR W/ EPDXY(3OATING .° . o I I I=111=111= _ _ W/ EPDXY COATING Seal/Signature: " + _� —�—� —� GARAGE FLOOR —�I— I 1-1 I 1=1 I 1=1 _ _ _ CONC DOWEL JOINT -111=111=111=111= W/ EPDXY COATING ° III—III—III—I 11= —I I 1=1 I I—III—I ° `d I I 1=1 1=1 I I- SST FLASHING, TYP W/ EXPANSION JOINT I I1=1I1=1I1=1I 1=1 _44'' EEI I1=1I I—I I1=1 SST FLASHING TYP I1=111=111=111 1=111=111=1 d ' 1I11-1 I EJ 11- I –III–III–III=III= . III–III–III=III= BELOW GRADE III– III–III–III–I 1=III=III=III=1 WATERPROOFING AND 1=III=III=III 1=III=III=1 !';,,��;;^;!�' ; „ . •a =III=111=III=111= •` 111=111=III=III= – – —— 1=111=111=111=1 = _ _ 15'-,,RIGID INSULATION 11-1 I LI I 1=1 °•`af =1 11=1 11=1 11=1 - - - II1=111=1II m I I I_I I I_I I I_I I I_l _ ,____-- – – _ I I_I I I–III–I I 1 -1 I-1 -1 _ – – – _ _ _ - _ _ _ _ = –III-111–III–III–I _ _ _ A _ EJ _ ° 111-111-111–III-111- –111_111-111 111-111-111_111_ - GARAGE ENTRY _ _ _ _ _ _ I =111=1 I– III=111 I=11 =1 GARAGE ENTRY ° , 1= – – – – BELOW RA – _ – – – – – 1 I I=1 =1111 =111=111=1I 1= i'?;�;,• ',, _ I I_ _I –III–III- _ _ _ _ _ _ _ _ _ III I I _I I I_I I I_I I I–_ O GRADE I I_ I I_ I I_I I I_I I I_I I I_I I _ + •:,' , I - -11 =1 -1 =III=III=111 =I I=111=I I =111= TRENCH DRAIN =1 1=1 -11 I= _ – – _ _ _ - =III–III=1 III=III=III=11 f= =11 - TRENCH DRAIN I I–III III III I I – _ _ – – _ _ I _ III I I I_I I I_I I I- WATERPROOFING AND f – - ° - - - - - - - - - - - - – ° - - - - _ - - - - 111_111-111 �• _III_III_III_ – e I_111-111–III-111- 111-111-111–III–� 111-111 e –1 11_1 I –111 111 - I_I I I_111_I I I-111-1II-111-1 = _ _ _ _ = 11-111-11–—__ I1=1I I I I-111=1 I=1 =1 =1 I 1=111=1I ' =1I =1 =1 =1 1= =1 I I=1 III-1I -1I 1=1TI=11�_ RIGID INSULATION – _ – – – – - =1I I_I I I_I = 11-111_11 I_I I I: =111=1I 1=111=1 I1=111= _ _ _ –I I I_I I I_I I III–III–III–III- III III I I II1=1I1=9I1=1I1=1 = _ _ _ _ _ _ _ _ _ – – – 111=1II-1II =111=1 ° 1=111=111=111=111- _ _ _ _ _ gEL W 111_111 ; I_I I–III–III-111– I I–III–III–I I ` I–III-111_1 l l_I 9 – 1_111_11 I_I I I–III–I I_I I I–III–I , BELOW GRADE — — _ _ _ _ _ — _ _ — = O GRADE _ _ — — — — _ BELOW GRADE =111=III=1 III=III=III=111- — _ — II=111 III–III_III_III–I BELOW GRADE –111-111-111 –III–III–III–III_ _IIII 111_111-111_111–III =111=111=1II II1=111=1II–III- ° –II1_1II_111=1I1=111=111=115111= WATERPROOFING AND = — _ _ _ _ - _ — _ ° : — — — — WATERPROOFING AND = _ _ _ — — — — — , : WATERPROOFING AND I=` : EEIII=III=III= — — — — — — — 1!:= _ – II_II1-1I1=1I1=1II- II_III–III_ III_lII_III_III_I – 4 I-1II_lII_II1_II1–_ II_II1-1I1-1I 1=1I1=1I1=1III _ I1-1II–III–III–III–III_II1_II1=1 �. 1= .t f'+ _ ° _ _ – – WATERPROOFING AND = _ _ -1I -1I =1I -1 1= _ – – – – – – – - =111=111=1 ° ` I1=111=111=1I 1= – – – – – – – – - \ _– t'4. 'J++ RIGID INSULATION II–III :° III-111_111–III–I –_ _ _ RIGID INSULATION –III=1 4 -111=111=111=111=1II- –III–III–Ill = 111-111-111_III- RIGID INSULATION – – –III–III_III_III–III–III-111_111- i4.r r�..,+. I' -, ;`.r:•;:..'I:.;::'s' 1 : G = – = _ _ __- INSULATION = – – _– –____ – _ _ _ – – ___ _ – – – I I1=111=1I I =111=111=111 – – – – – _ _ _ –III–II II–III-111_111–III_ RIGID INSU O II–III–III_ 111_111_111_111_1I_III_III–III=III– II_III–III_II 11=111=1= 11=III=1 II_111_111–III–III-111–III_I11-1 +` ;+;'•"1,, i – 111=111=111=111=1 =111=111=1II : =111=1II=111=111= 111=111=111=111=1 = – – – – – – - =111=III=1 - 111=111=111=111: =111=1II=111=1 = – – _ _ – – – – - – – – – – – – – – – – – 11 =111-111–I I I III–I I I–I I –111- _ _ _ I 1111-111-1 I 1 111 + r.,f . ,. ,r h `' ' =1 I=1 11=III=1 =1 I =1 1= I=1 I=1 1= ;d• III=1 =1 =1 I =1 III=1 I I _ =1 =1 I I=1 I =1 11= I=1 =1 I = 1 :°.� 1= _ – – -1 I 1=1 1=1 =1 I 1=1 I 1=1 11= I 1=1 I 1=1 I 1=1 I 1=1 11EE1 I 1=I I =1 11= I,4,41 k4.!, , `.'„','':,y; ;.;;+', t ,. : _ __ – _ – _ – _ _ _ = III I _ 111 111-111_1 = – _ _ – _ _ _ 11-111-111-111-1 =111=111=111 a • =111=111=111=111= 1 ; -111-111–I1I-111-111- –111-1I1-111 a •_ -111-111- =111=111=1 -� 111=111=111=111 –111-111-111-111_111-111-111-111 ' r,: +i° ;` 1 -1 =1 =111=111= I=111=111= 111=111=111=111=1 111-111=111= I I=111-1 I-111=111=1 111=11 111=111= 11=111=111=111=111=1 I 1=111=111=1 ':c !ti`ir;t, ryr.,¢ ,,.,:`:;.,.,;r,,:i k,.l _ _ _ - - - _III- - I- - –i _ _ _ = _ = =1 I I– . =1 11= I I: _ _ _ _ _ _ _ r Ire , N +�, I °.- ...e°•. •°• 111-111_1 I _ I I I I d•a _ _ _ _ .. '°• –1 I –1 I I–I 11- –111-111 -• °.;-d,°. . I I _I I _I I I- _ –I I 1-1 I _I I –11 I–I I I-111-111-111_ •'' " , – _ _ . - ° ° –111–I 11-111- 1 –I 1I–I I IEE ° I I I–I I 1-1 I 1-1 I I–_1 1� ° 111-111-1 I I– ° I–_I 111-11 . a 11 I-111– 11–I I 1-1 I 1–III-1 I-11 I-1 I 1-1 I 1–I – – – 1 – – 1 - – – – – - – – – – Edf – _----=1 I I-111-1 I 1-1 –I I 1–I 11-111 –111 1 1 111 1 I –1 -11 I-111–III- –111-11 I--_---�--� �_–111-111--111- –I I I-111-111–I 1 I–I 1 I-1 I I–I 1 11_ – – = _ _ _ – _ – – – – – – – _ _ – :111=111==__– __– – �,,,- –111_1 I_I I–III–III–I I_I I_I I_ I I–III–III– d I_I I I_I I_I I I_I III–III–III–III–III–III–III–III 11-1 11–I 11–I 11_1 11-1 I –I 11–I 11=1 I I_I – I_I I I_I I–I I_I I I–I I I_I I II I I_I =11 =1 I I=1 I d: =1 I =1 I 1=1 11EE1 11= – – – – – – – – – – – – – – – – – _ =111=111=III=1 I =111=111=111=111: –I I I_I I I–III–I I I_I I I_I I I_I I I–I I _111_1 I I_I I I_I I I_I I I_I I I_I I I–III_ _111_111_1 I I_I I IF I I_I I I_I I I_I I I_I I I_ -1 i i–iii=�n=iii=iii=iii–iii–i 1 i- - .°. �_� =i �_� �_� =i =i �_� i– i i=iii=iii=iii=iii=iii=iii=iii–iii–i :III-1 I-1 I-1 I 1-1 I -1 I I 11- I= I = I 1=1 I I= 1= I 11= _ I III III III III III III I _I _I I I_I Date: Scale: AS NOTED l _ _ Drawing Title: 111–III- 1' _ BUILDING WALL SECTIONS - ADDITION –111 I–III–I I I ,�k��Ip:+:„�y ''.•,,;. ',`; ;',t,'�, i, �1-1 yt+ + r —III _i.� '4.,�,. '•' .•,,,' ' , '',: Drawing No.: WALL SECTION AT GARAGE ENTRYI 5 WALL SECTION AT NEW ENTRY FOYERI 4 WALL SECTION AT GARAGE ENTRY2 3 WALL SECTION AT GARAGE EAST 2 WALL SECTION AT GARAGE NORTH 1 WALL SECTION AT NEW ENTRY FOYER2 1/2 = 1 -0 1/2 = 1 -0 n 1/2 = 1 -0 1/2 = 1 -0 1/2 = 1 -0 rt rt rt � tr ,r t rt tt �f �� 1-011 rt 11-011 t�,' 01 +' , (r yt:n�nt :1�I'r 4'r°d `N:„r'ra.- ,,,'t• I ' v 4 r7f4 111 , NOTES EXTERIOR DOOR SCHEDULE DRAWING ISSUE NO. DATE ISSUED FOR DOOR TAG TYPE COUNT FRAME DIMENSION (W X H X D) MANUFACTURER - MODEL NO. NOTE 1 MATERIAL 2 i, 3 ;. 4 OVERHEAD 1 METAL 16' X 7' 8 1/2" X 2" CLOPAY CANYON RIDGE MODERN GARAGE DOOR 7 8 2 SLIDING 2 ALUMINUM 8'-3 1/2" X 8'-4" X 4" PANORAMIC DOORS - SLIDING g DOOR DOOR 10 r`•; 12 3 SLIDING 1 ALUMINUM 8'-3" X 8'-4" X 411 PANORAMIC DOORS - SLIDING DOOR DOOR DRAWING REVISIONS NO. DATE REVISION 4 SLIDING 2 ALUMINUM 9'-11 1/2" X 9'-0" X 4" PANORAMIC DOORS - SLIDING POOL HOUSE ENTRY DOORS 1 1 2 DOOR DOOR 4 .; 5 OUTSWING 1 METAL 3'-211 X 7'-2" X 211 EXTERIOR DOOR 5 7 ^'afa 8 6 OUTSWING 1 METAL 3'-2" X 8'-011 X 2" EXTERIOR DOOR POOL HOUSE BATHROOM ENTRY DOORS 9 SLIDING 10 i2 7 1 METAL 10'-5" X 9'-0" X 2" EXTERIOR WOODEN SLIDING POOL HOUSE SCREEN DOORS THIS APPLICATION IS APPROVED ONLY FOR WORK DOOR BARN DOOR INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL SCREEN OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ,�i y�Y',(i,, ,.t ,f } ',1•' f.'tACCORDANCE WITH APPI ICABLE—CODES- WINDOW SCHEDULE `.;1.1='"'r. •"ft , y'.,+,y,,l,,t' �d Consultants: Surveyor: SCALICE LAND SURVEYING 1 S Ba Ave, Islip, NY TAG TYPE COUNT FRAME DIMENSION (W X H) Z� �rrr yve, p 1175 1 MANUFACTURER - MODEL NO. NOTE MATERIAL INd •,,�,x, .,,, �t+h t. T1 DOUBLE 31 WOOD 2'-11" X 5' ANDERSEN WINDOWS EXISTING WINDOW REPLACEMENT Structural Engineer: gg F HUNG 3 _ `��6rr Alex Spyrou All AES Engineering `" w2 wi 630 Fifth Avenue, Suite 2000 W1 - 1 ALUMINUM SEE WINDOW TYPE EL. ALUMINUM WINDOW N New York, New York _ 3'-4" HER'S Rater: Tom Baccarella W2 - 1 ALUMINUM SEE WINDOW TYPE EL. ALUMINUM WINDOW NY Building Technology Group 159 Route 25A Building 1, Suite B i' WINDOW TYPE - W1 AND 2 Miller Place,ace NY 117 4 r 6 W3 - 2 ALUMINUM 2'-1 1/2" X 8'-4" ALUMINUM WINDOW 1/2" - 1'-0" ' t: - W4 - 3 ALUMINUM 2'-4" 1/2" X 8'-4" ALUMINUM WINDOW Architect of Record: ISAAC RAE W5 - 1 ALUMINUM 9 -1 X 7-2 OPERABLE EGRESS WINDOW 430 Main Street 2nd floor Greenport NY 11944 W6 - 1 WOOD 3'-0" X 3'-6 1/2" OPERABLE WINDOW Contact; Isaac Clay Coffey R.A. NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com '.t. , W7 DOUBLE 1 WOOD 2'-11 X T ANDERSEN WINDOWS WINDOW AT THE GARAGE ADDITION Project: " HUNG SOUTHOLD 7105 Main Bayview Rd Southold, NY 11971 INTERIOR DOOR SCHEDULE Project No.: -02 •; ;: :�. ','.; . ,, ' Seal/Signature: DOOR TAG DOOR COUNT DOOR FRAME DIMENSION (WXHXD) HARDWARE TYPE SADDLE UNDERCUT NOTE IJI�' �`i•� ,� '; SWING MATERIAL MATERIAL ABOVE F.F. 411p! A SEE 4 WOOD WOOD 2'-611 X 1 11 11 •.1.:,,� ' I ,,, ' ,. •, 8-0 X 2 TBD. 1/4" PLANS t•,{,�,'i ..,,'+'11.,x', ,,^_•a;:; ,, •I B OUTSWING 1 WOOD WOOD 3 -21 11 X 7-01 11 X 21 l TBD. 1/411 C,l, I. ,7 r�'�.yl:�;I.,r.r� ,.r 1.*Y,,•1,' rsl,l:,,r ' I � i �' l:t, ' b . I C POCKET 1 WOOD WOOD 2'-6" X 6-0" X 211 TBD. 1/4" DOOR , ,1 I,r',ill.,f;JS,;•1r," 'r:'. - 'L'•y' �\ l �. v " : DSLIDING 1 WOOD WOOD 6'-01"T X 6'-011 X 2" TBD. 1/411 DOOR j9'I``lbw''+'^,,1• lay:,rr .r'f.•I,' f : t Date: Scale: r E SEE 2 WOOD WOOD 3'-10" X 6'-8" X 2" TBD. 1/4" AS NOTED Drawing Title: PLANS SCHEDULES DOOR/WINDOW SCHEDULE Drawing No.: I L6-7-77— ov77 't• 3 ' ? NOTES GENERAL NOTES : ]DRAWING ISSUE DESIGN LIVE LOADS F. STRUCTURAL STEEL N0. DATE ISSUED FOR 1. ALL STRUCTURAL STEEL CONFORMS TO ASTM A992 Fy = 50 KSI. 2 MEMBERS HAVE BEEN DESIGNED FOR FULL DEAD LOADS AND THE FOLLOWING 2. STRUCTURAL STEEL TUBE SHALL CONFORM TO ASTM A500 GR B (Fy = 46 KSI) 3 `�;t;'d ;',;;P;,,•;ys; .iLIVE LOADS IN ACCORDANCE WITH THE 2020 NYS REDENIAL CODE AND 2020 NYS ENERGY CODE: „ 3. STEEL WORK SHALL CONFORM TO SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS - ;.'20!20 NYS REDENIAL CODE AND 2020 NYS ENERGY CODE 2020 NYS REDENIAL CODE AND 2020 NYS ENERGY CODE UILbING CATEGORY: II ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN", OF THE AMERICAN INSTITUTE OF STEEL ')7i1,L'..',�1 Ia'�'!,S,I;M''gMry,f-'•',; .'+�,5 ulq.)y'.p,' IMPORTANCE FACTOR: WIND (LW) - 1.0 CONSTRUCTION, INC. LATEST EDITION, INCLUDING ALL SUPPLEMENTS AND THE "CODE OF J. CONSTRUCTION SAFETY 7 STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" LATEST EDITION. ?,.,,•,_. .,,.; ,,.,, ,',,.,,.:,. •. : SNOW (LS) - 1.0 8 - 4. CONNECTION BOLTS SHALL BE 3 4" DIAMETER CONFORMING TO ASTM A325 TYPE X. INSTALL EACH 1. THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY DURING CONSTRUCTION. 9 BOLT WITH A HARDENED WASHER UNDER THE NUT OR HEAD, WHICHEVER IS TURNED FOR 10 SEISMICE = 2. THE INSTALLER SHALL PROVIDE ADEQUATE TEMPORARY BRACING, SHORING & GUYING OF FRAMING AGAINST WIND, ROUND SNOW LOAD: 20 PSF TIGHTENING. ALL CONNECTION BOLTS ARE REQUIRED TO BE "SNUG TIGHT" ONLY UNLESS CONSTRUCTION LOADS & OTHER TEMPORARY FORCES UNTIL NO LONGER REQUIRED FOR THE SUPPORT OF THE 11 ROOF, LIVE LOAD: 20 PSF OTHERWISE NOTED. FRAMING. 12 UVIND LOAD: 140 MPH BASIC WIND SPEED 5. OVERSIZE HOLES AND SLOTTED HOLES SHALL NOT BE USED FOR BOLTED CONNECTIONS ON THIS WIND EXPOSURE: B DRAWING REVISIONS VELOCITY PRESSURE EXPOSURE COEFFICIENT, KZ 0.85 PROJECT EXCEPT AT LOCATIONS NOTED ON THE DRAWINGS. K. COORDINATION NO. DATE REVISION I' 6. ALL WELDS SHALL BE E70XX AND ALL WELDING SHALL BE BY WELDERS AND WELDING OPERATORS DIRECTIONALITY FACTOR KD: 0.85 1 WHO HAVE BEEN PREVIOUSLY QUALIFIED BY TESTS AS PRESCRIBED BY THE STRUCTURAL WELDING 1. THE CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY 2 GUST EFFECT FACTOR, G: 0.85 INTERNAL PRESSURE COEFFICIENT, GCPI: _0.18 CODE" AWS D1.1 OF THE AMERICAN WELDING SOCIETY TO PERFORM THE TYPES OF WELDS 3 + CONDITION NOT AS ASSUMED. HE SHALL TAKE FIELD MEASUREMENTS AND BE RESPONSIBLE FOR THE SAME. REQUIRED ON THIS PROJECT. y! j' SPECIAL WIND REGION: YES 7. ANCHOR BOLT LENGTHS SHOWN ON THE DRAWINGS SHALL INCLUDE HOOKS OF NOT LESS THAN 3 5 -SEISMIC: SEISMIC DESIGN CATEGORY: B M. MISCELLANEOUS INCHES IN LENGTH UON ON THE DRAWINGS. PROVIDE ONE NUT AND ONE WASHER WITH EACH 6 SDs = 0.148 7 { SDI = 0.085 ANCHOR BOLT UNLESS OTHERWISE NOTED. COLUMNS TO BE ERECTED AND LEVELED WITH 1. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE 2020 NYS REDENIAL CODE AND 2020 NYS ENERGY CODE g LEVELING SHIMS, LEVELING NUTS ARE PROHIBITED. 2. NO NOTE OR LACK THERE OF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM EXECUTING ALL THE 9 8. ALL STRUCTURAL STEEL SHALL BE GIVEN ONE SHOP COAT OF PAINT OF NOT LESS THAN 2.0 MILS B. FOUNDATIONS WORK IN ACCORDANCE WITH THE BUILDING CODE OF STATE OF NEW YORK, THE RESIDENTIAL CODE OF STATE OF Zo •'; ; . DRY FILM THICKNESS CONFORMING TO STEEL STRUCTURAL PAINTING COUNCIL SSPC PAINT 2, 13 NEW YORK AND ALL LOCAL REGULATIONS HAVING JURISDICTION. 11 ' . ;'1. MAXIMUM PRESUMPTIVE ALLOWABLE SOIL BEARING PRESSURE FOR NEW FOOTINGS =2,000 PSF. OR 14. CLEAN (WIRE BRUSH) AND SPOT PAINT ALL FIELD WELDS, FIELD CUT EDGES AND SERIOUS 3. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTS OF OMISSION OF THE CONTRACTOR OR ANY SUBCONTRACTOR 12 2. FOOTING EXCAVATIONS AND FORMS SHALL BE REVIEWED BY LOCAL BUILDING OFFICIAL ABRASIONS TO THE SHOP COAT WITH PRIMER PAINT. OR AGENTS OR ANY OTHER PERSONS PERFORMING THE WORK. THIS APPLICATION IS APPROVED ONLY FOR WORK PRIOR TO PLACING CONCRETE. 9. BEAMS AND LINTELS SHALL BEAR 8 INCHES MINIMUM ON MASONRY UNLESS OTHERWISE NOTED. 4. THE ENGINEER IS NOT RESPONSIBLE FOR OBTAINING ANY BUILDING PERMITS AND/OR VARIANCE APPROVAL. INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 3. BOTTOM OF FOOTINGS SHALL BE LOWERED WHEN DIRECTED BY THE BUILDING OFFICIAL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR ; .''. '',• G. STRUCTURAL LUMBER GENERAL NOTES: TO BE CONSIDERED AS EITHER BEING APPROVED OR IN TO REACH FIRM, UNDISTURBED SOIL. Raa�cF�c 4. SEE ARCHITECTURAL DRAWINGS (FLOOR PLANS AND SECTIONS) FOR LOCATION OF PARTITION 1. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING, AND MAKE SAFE ALL FLOORS, ROOFS, FOOTINGS AND THICKENED OR DEPRESSED SLABS NOT DIMENSIONS ON THE 1. STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO. 2, OR BETTER, UNLESS WALLS, AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. ' OTHERWISE NOTED ON THE PLANS WITH THE FOLLOWING MINIMUM PROPERTIES: 2. DIMENSIONS AND DETAILS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS ARE APPROXIMATE AND STRUCTURAL DRAWINGS. a. Fb = 850 PSI Consultants: 5. ALL FILL INSIDE BUILDING SHALL BE SELECTED MATERIAL FREE FROM ROOTS TRASH ARE BASED ON LIMITED INFORMATION. THE CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO b. Fc (PERPENDICULAR) = 625 PSI WOOD SCRAPS AND OTHER EXTRANEOUS MATERIALS. PLACE FILL IN LIFTS NOT EXISTING CONDITIONS BY ACTUAL MEASUREMENT AND OBSERVATIONS AT THE SITE. ALL DISCREPANCIES BETWEEN Surveyor: o c. Fv = 95 PSI ACTUAL CONDITIONS AND THOSE SHOWN ON THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT - SCALICE LAND SURVEYING ' EXCEEDING 8 INCHES AND COMPACT EACH LIFT TO 98% DENSITY AT OPTIMUM MOISTURE d. E - 1,600,000 PSI ;. o - FOR EVALUATION PRIOR TO START OF FABRICATION. 1 S Bay Ave, Islip, NY 11751 CONTENT AS MEASURED BY ASTM D698 AND 95 /o AS MEASURE BY ASTM D-1157. 2. ALL PRESSURE TREATED LUMBER SHALL BE No. 2 SOUTHERN YELLOW PINE OR BETTER WITH 6. FOOTING ELEVATIONS SHALL NOT BE RAISED OR LOWERED WITHOUT APPROVAL OF THE ENGINEER. 3. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING, ACQ (ALKALINE COPPER QUATERNARY) TREATMENT. ETC. REQUIREMENTS, DISCREPANCIES, AND/OR SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. '7. FOUNDATION SUBGRADE PREPARATION SHALL BE IN ACCORDANCE TO GEOTECHNICAL ,1 3. PROVIDE WASHERS BETWEEN ALL THE BOLT HEADS AND WOOD AND BETWEEN ALL NUTS AND WOOD. 4. THE CONTRACTOR SHALL COORDINATE WITH ALL RELATED TRADES FOR DETAILING FABRICATION AND ERECTION ENGINEERING REPORT. � Structural Engineer: 4. LAG BOLTS AND SCREWS SHALL BE PROVIDED WITH LEAD HOLES HAVING A DIAMETER NOT PRIOR TO SUBMITTING SHOP DRAWINGS FOR APPROVAL. Alex Spyrou ' .;8. CHANGES IN LEVEL FOOTINGS MUST BE KEPT WITHIN THE SAFE ANGLE OF REPOSE OF THE GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. AL- LAG BOLTS ' SOIL (ONE VERTICAL TO TWO HORIZONTAL) 5. OPENINGS SHALL NOT BE MADE IN ANY STRUCTURAL MEMBER UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL AES Engineering ' " •'° AND SCREWS SHALL BE INSERTED IN LEAD HOLES BY TURNING AND UNDER NO CIRCUMSTANCES 9. DO NOT BACKFILL BASEMENT OR RETAINING WALLS WITHOUT AUTHORIZATION OF DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. 630 Fifth Avenue, Suite 2000 ENGINEER' FLOOR SLABS PROVIDING SUPPORT FOR SUCH WALLS MUST BE IN PLACE BY DRIVING WITH A HAMMER. New York, New York 5. THROUGH BOLTS SHALL BE PROVIDED WITH BOLT HOLES WHICH ARE 132 TO 116 INCH LARGER PRIOR TO BACKFILLING OR DIAGONAL BRACING MUST BE PROVIDED TO HOLD THE FULL GENERAL CONDITIONS: HER's Rater: "`"I'� `' FORCE OF THE BACKFILL UNTIL THE FLOOR SLABS HAVE ATTAINED FULL STRENGTH. THAN THE BOLTS. I't ` +' 6. STEEL FOR ALL ACCESSORIES SHALL CONFORM TO ASTM A36. Tom Baccarella �10. CONTRACTOR MUST ADEQUATELY PROTECT WALLS, PIERS, ETC. FROM DAMAGE DUE TO BACKFILLING. 1. ALL CONTRACTORS AND SUBCONTRACTORS ARE RESPONSIBLE FOR ADHERING TO THE REQUIREMENTS AS SPELLED " NY Building Technology Group 7. PLYWOOD SHALL BE C-C EXTERIOR, DFPA GRADE MARKED OR EQUIVALENT, OF THE THICKNESS g gy p '11.,CONTRACTOR MUST PREVENT THE FOUNDATIONS FROM BEING PUT IN JEOPARDY FROM OUT IN THESE NOTES. ALL PARTIES MUST CAREFULLY STUDY ALL NOTES FOR ITEMS WHICH MAY PERTAIN TO THEIR 159 Route 25A �' SHOWN ON THE DRAWINGS. TRADES. FAILURE TO READ THESE NOTES DOES NOT PERMIT THE CONTRACTOR TO DEVIATE FROM THEIR "THE'`THE EXCAVATIOPJS FOR UTILITIES, ETC. Building 1, Suite B 8. PROVIDE OTHER MANUFACTURED ACCESSORIES AS REQUIRED AND AS SPECIFIED. '{ REQUIREMENTS. QUESTIONS WILL BE CHEERFULLY ANSWERED BY THE ENGINEER. Miller Place, NY 11764 WHERE PIPES PASS THROUGH NEW WALLS, DROP FOOTINGS SO THAT PIPES PASS OVER 9. ALL FABRICATED STEEL ASSEMBLIES EXPOSED TO WEATHER AND ALL STEEL FASTENERS 2. ALL CONTRACTORS MUST VISIT SITE AND NOTE ALL EXISTING CONDITIONS AS WELL WAS ALL CONDITIONS TO BE MET THE TOP OF THE FOOTINGS. INCLUDING BUT NOT LIMITED TO NAILS, ANCHOR BOLTS, CONNECTION BOLTS, NUTS, WASHERS, BEFORE SUBMITTING BID. LACK OF THOROUGH UNDERSTANDING OF THE PROJECT REQUIREMENTS SHALL NOT DEWATERING PROCEDURES, 1F REQUIRED, SHALL NOT DISTURB THE SOIL STRUCTURE. Q LAG BOLTS OR SCREWS SHALL BE GALVANIZED IN ACCORDANCE WITH THE ASTM STANDARD FOR 14, THE CONTRACTOR SHALL EMPLOY ALL MEANS NECESSARY TO ENSURE THAT THE CONSTITUTE AN EXCUSE FOR ERRORS OR OMISSIONS NOR JUSTIFY A REQUEST FOR EXTRA COMPENSATION. THAT ACCESSORY, ASTM A213, A153 OR OTHER. STRUCTURAL INTEGRITY OF ANY AND ALL ADJACENT STRUCTURES WILL NOT BE 3. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND CHECK ALL MEASUREMENTS ON JOB AND SHALL BE 10. FABRICATED ITEMS INDICATED ON THE PLANS ARE DESIGNATED AS PRODUCTS PRODUCED BY Architect of Record: `COMPROMISED. RESPONSIBLE FOR SAME. THE SIMPSON STRONG TIE COMPANY. PROVIDE ITEMS NOTED OR EQUIVALENT PRODUCTS. 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT BUILDING CODE OF ALL GOVERNING AUTHORITIES. 11. ALL LAMINATED VENEER LUMBER (LVL) SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: ISAAC CONCRETE 5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS, ARCHITECTURAL, AND MECHANICAL I SAAC - RAE ' _ a. Fb - 2,600 PSI DRAWINGS. b. Fv = 285 PSI 430 Main Street 1 ;ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS: 6. ALL OPENINGS IN WALLS, FLOORS, ROOF, ETC. TO BE LOCATED AND SIZED AS PER MECHANICAL AND ARCHITECTURAL 2nd floor Fc (PERPENDICULAR) = 750 PSI REQUIREMENTS EVEN IF NOT SHOWN AS SUCH ON STRUCTURAL AND ARCHITECTURAL DRAWINGS. Greenport NY 11944 FLOOR SLABS, WALLS 4,000 PSI d. E - 1,900,000 PS p ALL OTHER CONCRETE WORK 3,000 PSI - 7. ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE STRUCTURAL FRAME HAS BEEN INSTALLED AND IS Contact; Isaac Clay Coffey R.A. ALL CONCRETE WORK SHALL CONFORM TO ACI 318 AND ACI 301. STRUCTURALLY SOUND. NYS LIC#039767 H. ABBREVIATIONS 3' CONCRETE FLOOR SLAB CONSTRUCTION SHALL CONFORM TO AC1302JR. FLOOR SLABS 8. ALL SPECIALTY ANCHORS AND FASTENERS ARE TO BE MANUFACTURED BY HILT CORPORATION OR APPROVED EQUAL T. 347-276-6093 E. clay@isaac-rae.com AND ARE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS, INCLUDING TORQUE, EMBEDMENT, LENGTH, ETC. SHALL B E CLASS 2. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON Project: PROVIDE CONSTRUCTION OR CONTROL JOINTS 1N SLABS AT LOCATIONS SHOWN ON 9. ALL CONTRACTORS AND SUBCONTRACTORS ON THIS PROJECT SHALL BE RESPONSIBLE FOR THE PROPER THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS USED: PERFORMANCE OF THEIR WORK, COORDINATION WITH OTHER TRADES METHODS, SAFETY AND SECURITY ON THE ;'.'; '' '' `.!, '•;,:. ]DRAWINGS, AT OFFSETS AND CHANGES INDIRECTION AND AT 30 FEE MAXIMUM. SOUTHOLD 5: CONCRETE SHALL BE CURED A MINIMUM OF 7 DAYS BY ONE OR MORE METHODS JOB SITE. ASES AND IT AGENTS AND EMPLOYEES ARE NOT RESPONSIBLE OR LIABLE FOR THE ABOVE AND SHALL BE HELD A.F.F. - ABOVE FINISHED FLOOR '.°�•'''' "' SPECIFIED IN CHAPTER 12 OF ACI 301. HARMLESS AND INDEMNIFIED BY ALL CONTRACTORS AND SUBCONTRACTORS FROM ANY AND ALL CLAIMS, LOSSES, 7105 Main Bayview Rd, Southold, NY 11971 ;'6: SEE ARCHITECTURAL FINISH SCHEDULE FOR REQUIRED FLOOR FINISHES. ALUM. - ALUMINUM SUITS, AND LEGAL ACTION WHATSOEVER ARISING FROM THE PERFORMANCE OF WORK ON THIS PROJECT. 7. PLACE 1/2 EXPANSION JOINT MATERIAL BETWEEN EDGES OF SLABS AND VERTICAL & - AND 10. ACCEPTANCE OF DEVIATIONS FROM ANY OF THE REQUIREMENTS OF THESE NOTES SHALL BE AT THE SOLE @ - AT Project No.: SURFACES UNLESS OTHERWISE NOTED. DISCRETION OF THE ARCHITECT. ACCEPTANCE OF A DEVIATION FROM ANY REQUIREMENT SHALL NOT BE BLDG. - BUILDING CONSTRUED AS PERMITTING ANY OTHER DEVIATION. IR-02 CMU - CONCRETE MASONRY UNITMACH. - MACHINE SPECS - SPECIFICATIONS Seal/Signature: ;'D. 'REINFORCING STEEL CONC. - CONCRETE MAX. - MAXIMUM S.S. - STAINLESS STEEL DBL. - DOUBLE SPECS - SPECIFICATIONS 1. BARS SHALL BE ROLLED FROM NEW BILLET-STEEL CONFORMING TO ASTM A615, GRADE 60. MFR. - MANUFACTURER STL. - STEEL EA. - EACH .;2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 OR ASTM A497. S.S. - STAINLESS STEEL MIN. - MINIMUM T&G - TONGUE AND GROOVE '3. DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH "ACI DETAILING ELEC. - ELECTRICAL M.P.H. - MILES PER HOUR TYP. - TYPICAL STL. - STEEL E.P.S. - EXPANDED POLYSTYRENE T&G - TONGUE AND GROOVE MANUAL", PUBLICATION SP-66. MTL. - METAL U.O.N. - UNLESS OTHERWISE NOTED1 , 1 4. REINFORCING STEEL SHALL BE REVIEWED BY THE LOCAL BUILDING OFFICIAL PRIOR TO EXT. - EXTERIOR TYP. - TYPICAL C, NEO. - NEOPRENE VERT. - VERTICAL ��,�'��'c�, LE PLACING CONCRETE. F.D. - FLOOR DRAIN U.O.N. - UNLESS OTHERWISE NOTED N.I.C. - NOT 1N CONTRACT V.I.F. - VERIFY IN FIELD VERT. - VERTICAL 5. PROVIDE BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS FT. - FEET O.C. - ON CENTER W/ -WITH '. GA. - GAUGE O.D. - OUTSIDE DIAMETER W.C. -WATER CLOSET V.I.F. - VERIFY IN FIELD ; LONGITUDINAL BARS IN FOOTINGS I� s' GALV. - GALVANIZED W/ - WITH OPP. - OPPOSITE WD. -WOOD :E. GROUT GWB - GYPSUM WALL BOARD PLAS. LAM. - PLASTIC LAMINATE W.H. -WATER HEATER W.C. -WATER CLOSET H. - HIGH WD. - WOOD PLYWD. - PLYWOOD W/O -WITHOUT ,_= .+ HORZ. - HORIZONTAL P.S.F. - POUNDS PER SQUARE FOOT W.W.F. -WELDED WIRE FABRIC W.H. -WATER HEATER °r 1. PROVIDE NON-SHRINK GROUT UNDER ALL COLUMN BASE PLATES OR BEAM BEARING PLATES. I.D. - INSIDE DIAMETER W/O -WITHOUT 2. NON-SHRINK GROUT SHALL CONFORM TO CORPS OF ENGINEERS SPECIFICATION CRD-C P.S.I. - POUNDS PER SQUARE INCH , . 621. GROUT SHALL BE NON-METALLIC AND NON-STAINING. INSUL. - INSULATION INTP.T. - PRESSURE TREATED W.W.F. - WELDED WIRE FABRIC INTERIOR. - ROR REINF. - REINFORCING L LENGTH, LONGR.O. ROUGH OPENING Date: Scale: LAV. LAVATORY RUN. RUNNER AS NOTED Drawing Title: SHT. - SHEET GENERAL STRUCTURAL NOTES SHTNG. - SHEATHING SIM. - SIMILAR "�,, S-N-L SNAP-N-LOCK t},1,,�"r'" 'I"�`' '.' ' '' S.M.S. SHEET METAL SCREW Drawing No.: 0 C3' NEFIAL STRUCTURAL NOTES /41,.,. 1 1_Ori ' v dLai }t• { I,f 1. , ,, .ar..naaiC - _ _- _ - _ - - - d'Y..,W.b:tf.`sa.w'$a.u.N.C.'�. •.Y::L°.^..�a 4k:Ge...3:.i.:��iLL.'�.u.. NOTES DRAWING ISSUE NO. DATE ISSUED FOR 2 i•, 3 „ 4 r;; 0 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 5 6 7 USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY 8 10 KING STUDSDRAWING REVISIONS 1 S!4', ;•= NO. DATE REVISION RAFTER WALL STUD ENDWALL 1 CRIPPLE STUD BOTTOM PLATE 2 RIDGE HEADER LEDGER BATHTUB 3 iq .4 , ", 'ta ' �'1.,j. ','� .,. DOUBLE JOIST 4 SIDEWALL 6 RAFTER i ;,� ; 1•.'. `,,••y 'I JACK STUDS t�;q�+,-j';;'`- '' `=.;,:; '•':'';G FLOG USP NUMB FDESCRIPTI N APPLICATION 8 HOLD DOW CONNECT TO 1 SIDE OF ALL CORNERS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR J S ER FOR 9 1ST. ADS5 ADDED SUPPORT EACH WALL RUNNING PARA WITH 10 ANCHOR TO FOUNDATION W/ANCHOR BOLTS SUPPORT P10U1Ii$Efl'i�.1FSMeF0F ALL CORNERS O LOCATION USP NUMB R DESCRIPTION APPLICATION LOCATIO USP NUMB R DESCRIPTION APPLICATION RAFTER SI BSP NUMBER DESCRIPTION APPLICATION NqMIST ST NOT DIRECTLY UNDER PARALLEL 11 4 i� ;,; „,. , , ,», r. s ^1,,, , HOLD DOW TH GICO OR AND TOP DIRECTION WITH (2)JOISTS.UNDER WALL. 12 ,k..'.,,' .r ,:; , h 2ND. ADS5 ANCHOR THAiIBRDBI�H ALL OPENIN S LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STU ROOF LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RA TER 2x6-2x8 LS26 18ga.SLOPE HANG PLY TO EACH RAFTER/LEDG R PROVIDE 2X10 LS210 18ga.SLOPE HANG PLY TO EACH RAFTER/LEDG R BLOCKING Qa 24"OC S,j','{ ROD. ALL OPENIN ERT3 OR RT TYDOWN ANCHOR APPLY TO EACH CRIPPLE STYD THIS APPLICATION IS APPROVED ONLY FOR WORK .�'��t�a',,,,,, , .e,.,;:,i�.,+,r.',,,;. ''f,,.•,t ,� '' INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL WALL STUDOTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR THROUGH ROOF EXHAUST TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ' i r VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP +4 V F1 ..',fir CRICKET AT TOP-SIDE OF VENTILATION CHANNEL CHIMNEY AS REQUIRED „.y , ;• RAFTER RIM BOARD "�P',r`' ';rir' r l'.,• ' SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN Consultants: VENTILATION WOOD JOIST Surveyor: ";, SIDEWALL FLASHING BLOCKING SCALICE LAND SURVEYING FOUNDATION AEHEI�TO WALL TOP PLATE ATTIC SHALL BE PROVIDED 2x4 LEDGER BLOCKING 1 S Bay Ave Islip NY 11751 - - - - - FINISH WALL AND MOISTURE WITH 2x4 SOFFIT JOIST STUDS BARRIER TO LAP FLASHING @48"OC FASCIA AT WALL--MAINTAIN GAP A ,; .^,.,;I'`',•�', AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA +,� t` '� ' FLOOR JOIST DEP NSP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKIN WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER •�, '� ' t' THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0"O. SHALL BE COVERED WITH CORROSION- �`'', 4”-8' LSTA24 1-1/4"x24"20ga. STRAP AND JACK STU RESISTANT METAL MESH WITH MESH CONTIN.SCREENED VEN Structural Engineer: ON ALL OPEN INC S PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. CONTIN. SOFFIT/EXT. PLYWOODAI2X SpyrOU FLASHING TO FORM CHANNE INSTALL 4'0"O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATIO SOFFITED EAVE PROVIDE BLOCKING BETWEEN JOISTS THAT ARE AES Engineering + 8”- 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STU GAP TO PREVENT CAPILLAR CONNECT T SPICED 630 Fifth Avenue Suite 2000 ON ALL OPENIN S ACTION 4"-6"RAFTER RT10 10 3/4 x 18ga.TYDOWN ANCHO EACH RAFT R AND New York, New York INSTALL 4'0"O. / CONNECT T ROOF VENTILATION/ OVER BEARING WALLS AND HEADERS 14"-16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STU 8"-12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHO EACH RAFTER SOFFITED SAVE DETAIL ON ALL OPENIN S KEEP ROOFING NAILS OUT 2ND. FLOOR WALL OF FLASHING Tom 1Baccarella ROOFING LAPS BASE Q 9P opNY Building Technology Group FLASHING 4 INCHES 159 Route 25A +rr., RAFTER Building 1 , Suite B BASE FLASHING WRAPS CORNERS, NEOPRENE Miller Place, NY 11764 EXTENDS UNDER SHINGLES AT GASKET SIDES 4 INCHES AND LAPS SHINGLES AT BASE MIN.4 INCHES ROOF JACK WOOD JOIST TOP PLATE Architect of Record: ,a; �.'; ` APPING BE ATTA D TO W4 SIDE WALL FLASHING GIRDER/HEADER UDS ROOFING LAPS ISAAC �� _ METAL FLASHING AT ALL EAVES,SIDEWALLS, FLASHING AT C 1ST. FLOOR V'/ALL �a 48"OC WOOD JOIST v AS TO FORM DRAINAGE CHANNELS AND SIDES AND TOP RAE AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD - °'d' FLOOR JOIST DEP NSP NUMBER DESCRIPTION APPLICATION RAKES--PROVIDE HEMMED EDGES SO 430 Main Street PREVENT CAPILLARY ACTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE INSTALL 4'0"O.C. 2nd floor FLASHING LAPS KI T 4"-8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STU LOCATION USP NUMB R DESCRIPTION APPLICATION BIW SET FIR JOISTS APROX. 1/2"HIGHER THAN Green ort NY 11944 ON ALL OPENIN SROOFING AT BOTTOM pINSTALL 4'0"O. RAFTER/PLA E RT15 TYDOWN ANCHOR CONIJECTEACH RAFTER TO PLATE HEADERS THE PROPER STEEL CONNECTOR. Contact; Isaac Clay Coffey R.A. 8"- 16" MSTA48 1-1/4"x48" 16ga. STRAP ON ALL OPEN N S PLATENVAL SPTH4 STUD PLATE ANCH CONWECT OVER TO ALLOW FOR SHRINKAGE.&REDUCE BUMP OUTS NYS LIC#039767 i' PLATES TO EACH ST D ROOF JACKS&VENTS DETAIL T. 347-276-6093 E. clay@isaac-rae.com i•,' ''' DBL.SILL PLATE Project: ;V;'.,:, TERMITE SHIELD SILL GASKET / 6X6 10/10 WWM CONC. SLAB SOUTHOLD �,', "'" ' '' ''•'' " TYP.CONC. FOUNDATION CONC. SLAB COMPACT FILL DAMPPROOF EXTERIOR 6 MIL. POLY • _ V 7105 Main Bayview Rd, Southold, NY 11971 + EMIL POLY ON EXTERIOR v GRANULAR FILL V \ P.T. PLATE -�, e Project No.: ' 1/2"AIR S ACE I R-02 AT END AND - - IDES OF WOOD GRADE 4 " BEAMS '4 Q �' "� Seal/Signature: n e Q e a e Q d ' % n `c , KEYWAY FOOTING o V n c NOTC BEAM FO MUDSILL IF REQUIRED 12" i3 Y 9 ` e e `� v L� 6X6 W.W.M. ° ° e d e - MIN. e y , USE WITH 3x3 SQUARE WASHERS ANCHOR BOLT CONNECTION MAXIMUM e Q e REINFORCING BAR -' e '� L�'4 c l�,e �'� (USP LBPS58 OR BP583 ° NOTCH EQUALS 1/4 DEPTH OF BEAM DRAIN TILE 'Cl Ea I k '� ) REINFORCING BAR r;,+ .'.•t• ,, „`'n,,+ - . REINFORCING BAR FOUNDATION5/8"DIA.ANCHOR BOL 'o s _ II _ ANCHOR BOLT CONNECTION .,',•�';, = + ' . DRAIN TILE P SUPPORTIN MAXIMUM SPACING TYPICAL CONC.MONOLITHIC F�LJNDATION. REINFORCE WITH 2 #4 CSL �l/ ° e e SHEET METAL/30#FELT UNDER BEAM AT POINT O ��:, t, ' '+' ti."' I ' " :'+'•%''"';y `" y' OF CONTACT WITH CONCRETE OR CONC. BLOCK REINFORCING alb ��P,l' $,44,, {l tlti' ,;,,.' '':.• „,, a', . THICKEN SLABS BENEATH BEARING WALLS SILL PLATE TO FOUNDATION / P, c;,. >• ',;,+ ,',,';•„r,. °''''• '; 'I� +''' INFORCEFOOTINGWITH 2 #4 C� CING •A A f AIS O CRAWL SPACE OR FOUNDATION 1 STORY 72”OC v e 3„ BARS r.j4..4;';i',, ;,�•.,,' ;;' +' ° SHIMS TO LEVEL BEAM SILL PLATE TO FOUNDATION TYPICAL CONC. FOUNDATION.APPLY PILASTERS BARS. 2 STORIES 36"OC WHERE NEEDED FOR STRUCTURAL BRACING. CRAWL SPACE OR FOUNDATION) 3"MINIMUM BEARING SURFACE FOR WOOD BEAM WALL BOTTOM PLATE TO FOUNDATIO 1-2 STORIES 57"OC +' 1 ,�.�1 i•`{''I '''.r. SLAB-ON-GRADE ;I�,'.4: '; i ,, 1 •' BEAM POCKET - I Date: Scale: +'•,+ AS NOTED 77 `''.'a Drawing Title: General Structural Details ' CO .� .LO ? crj Drawing No.: N ;j , NOTES ^I� � ,•� ; . DRAWING ISSUE NO. DATE ISSUED FOR ^ , 1 F A B C D E 1 i� ' > , '�'' t X11 r, • 21'-11 1/2" 4'-10" 8'-10" T-9 1/2" 2 �'k '; :',;,�,F;.,, (k,(.;, :-):•,,:,,�w;`�•r."k•'`y 2"X10" 6 — 1,,,�k11�1,� 7 9 {Y10 12 2" x 10° R.R DRAWING REVISIONS AT 16" O.S. NO. DATE REVISION CD I I I I 1 2 � — — — — 4 r I 5 5' 2"X10" I I 6 7 8 0o 10 I I 12 00 THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 1T ' "' I I I I I p''Y,4`,;' '• C — — — — — — — — Consultants: Surveyor: Sk 2"X10" SCALICE LAND SURVEYING 1 S Bay Ave, Islip, NY 11751 Structural Engineer: Alex Spyrou AES Engineering iii k" �I."1 � ' � �•� ' k' . 630 Fifth Avenue, Suite 2000 New York New York A ROOF FRAMING PLAN ,r'L++,'� -;I,;�t''�r•°, . ,- ��'':",. �� 3 1/4" = 1'-0" HER's Rater: Tom Baccarella NY Building Technology Group 159 Route 25A - Building 1 , Suite B Miller Place NY 11764 r 'lj�r i'•ga'rl,�h.,f; 'r f'y",,}.,;i'r ll�°.�p'`) :,��'� .4,1011,� .f' ri .,• ' , ,,k'},�f,,1.4 .fit,�•,f7 i'''i,,, ,5;�1�,', ;'1 ,�� I ' Y'k ''� s I 4 • A B C D E A Architect of Record: ISAAC - R C AE 21'-11 1/2" 4'-10" 8'-10" T-9 1/2" 21'-11 1/2" 4'-10" 8'-10" T-9 1/2" k r ,,• - '°'.' 1'-0 1/2" 6-2 1/2" 15'-3 1/2" 1'-51/2" 4'-10" 1'-0" 7'-10" 7'-91/2" 1'-0" 430 Main Street 6"X6" TIMBER COLUMN 2nd floor k Greenport NY 11944 1 _ — Contact; Isaac Clay Coffey R.A. NYS LIC#039767 r` # 4"X4" HSS VERTICAL POST TYP T. 347-276-6093 E. clay@isaac-rae.com ' ic? �;� — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — - - � ih Project: 2,r x 11-7/8" JOIST W 6X20 S O V T 1 I®�1..1 o AT 16" 0. o _ N x x 4" CONCRETE SLAB 7105 Main Bayview R co (D ON GRADE y d, Southold, NY 11971 I VERIFY IN FIELD EXISTING FOUNDATION WALL AND PROVIDE EXPANSION JOINT Project No.: w6x20 I R-02 N I I j I Seal/Signature: 4" CONCRETE SLAB C\1 N N ON GRADE I T = IN N N 00 - ! — — — — — — — — — — — — — — VERIFY IN FIELD EXISTING I I FOUNDATION WALL AND W6X20 PROVIDE EXPANSION JOINT — — — — — — — — — — — N \ —4.� LID LO r 6"X6" TIMBER COLUMN I I I I T I I Date: Scale: 2' CONTINUOUS SPREAD AS NOTED I ��' f ;,f•, a. 1"' • CONCRETE FOOTING Drawing Title: 8" CONCRETE STEM WALL STRUCTURAL PLAN i+ rk.y:�;�;;,,.. Drawing No.: {:F',i,,a. Q 2ND FLOOR FRAMING PLAN FOUNDATION PLAN 1/4" - 1'-0" 7'rk lt,�;r�4`^`f,I 1 t'"'"rl i } J. , •t., t 1