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Home My WebLink About47217-Z c;�FFOi,�c Town of Southold �o� o�y 2/10/2024 P.O.Box 1179 o • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44975 Dater 2/10/2024 i THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2080 Stars Rd.,East Marion SCTM#: 473889 Sec/Block/Lot: 22.4-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/8/2021 pursuant to which Building Permit No.,l 47217 dated 12/10/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, rear deck and attached garage as applied for per ZBA#5437 dated 1/8/2004. The certificate is issued to Westvind,Lars&Calik-Wesvind,Gulsen I of the aforesaid building. SUFFOLK COUNTY-DEPARTMENT OF HEALTH APPROVAL R16-18-0056 1/17/2024 ELECTRICAL CERTIFICATE NO. '47217 1/16/2024 PLUMBERS CERTIFICATION DATED 2/5/2024 og a st Plumb' f A o 'ze Si nature FFQ(� TOWN OF SOUTHOLD �oo� cow BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47217 Date: 12/10/2021 Permission is hereby granted to: Westvind, Lars 24 W 130th St New York, NY 10037 To: Construct new single family dwelling on vacant land as applied for, per SCHD approval and ZBA#5437 waiver of merger. At premises located at: 2080 Stars Rd., East Marion SCTM #473889 Sec/Block/Lot# 22.-4-20 Pursuant to application dated 11/8/2021 and approved by the Building Inspector. To expire on 6/11/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,464.80 CO-NEW DWELLING $50.00 Total: $2,514.80 Building Inspector pF SOUTyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 ��l� sean.devlinCc�town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Lars Westvind Address: 2080 Stars Rd city:East Marion st: NY zip: 11939 Building Permit#: 47217 Section: 22 Block: 4 Lot: 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: REP Electric License No: 46288ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 59 Ceiling Fixtures 2 Bath Exhaust Fan 3 Service 3 ph Hot Water. 30A GFCI Recpt 10 Wall Fixtures 9 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt 40A Recessed Fixtures 49 CO2 Detectors Sub Panel 100A A/C Blower 2 Range Recpt 50A Ceiling Fan Combo'Smoke/CO 5 Transfer Switch UC Lights 1 p' Dryer Recpt 30A Emergency Strobe Heat Detectors P Disconnect 3 Switches . 32 4'LED 13 Exit Fixtures 11 Sump Pump Other Equipment: Fridge, Oven, DW, Hood/ Micro, W/D, Car Charger Outlet, 200A Panel 40 Circuit/ 35 Used, 100A Sub 6 Circuit/6 Used, Dehumidifier Notes: Two Story w/ Unfinished Basement Inspector Signature: Date: January 16, 2024 S.Devlin-Cert Electrical Compliance Form i •o�,�o�so�ryo Telephone(631)765-1802 Town Hall Annex �. 1�L Fax(63 i)765-9502 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTNtENI "1 F E B - 6 2024 CERTIFICATION Date: Building Permit No. ®caner: (Please print) Plumber:. "G l�._ �.t S 0 - (Please print) I certify that the solder used in the water supply system contains less than 2I10 of 1% lead. (Plu rs Signature) Sworn to before me this (O � , day of frlii6 20A'�_ r� y� CONNIE D.BUNCH Notary Public,State of New York No.01 BU6185050 Notary Public, rntty Qualified In Suffolk County Commission Expires April 14,2 hO��OE SOUIy�� -- # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ UNDATION 1ST O [ ] ROUGH PLBG. [ F NDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: r DATE (W"kk INSPECTOR n,OE SOUlyo6 f # TOWN OF SOUTHOLD BUILDING-DEPT. co '' 765-1802 /� t INSPECTION [ ] FOUNDATION 1ST = [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ `] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ' [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 1 �� INSPECTOR�� SO//lyO� - --- # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 - INSPEO ION [ ] FOUNDATION 1ST [ OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R ARK �Vjt? 014/—N z 4= aw^ K p w DATE INSPECTOR lei- Aly"F90 OF SOGtyo� el V C/V # # TOWN OF SOUTI�OLD BUILDING DEPT. `ycouHnN�'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) LECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: m Gam' _ ►,A-Ties u C,Av14 DATE IeJ I INSPECTOR �o�aOE SOUTyo� # * TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND VIFINAL NSULATION/CAULKING FRAMING /STRAPPING N� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR AKT Architects Architecture+Interior Design 342 Bowery#3 New York, NY 10012 Tel:212.677.7077 May 4th, 2022 Building Department 54375 NY-25 Southold, NY 11971 RE: 2080 Stars Road, East Marion, NY 11939 Owner: Lars Westvind As the architect of record for the above mentioned new residential single family house, I hereby state that the footing and foundations, including insulation have been installed as per the filed and approved drawings, Sheets A-100 A-300, A-301 & S-101. The installations meet or exceed the current Building Code of New York State as well as 2020 Energy Conservation Code of New York State. Sincerely, El7�"'* Anna Thorsdottir, RA v E �'WA- 4r 024 M w 1. ENERGY STAR LONG AWARD 21 0PSEGISLAND PARTNER OF THE YEAR Sustained Excellence o ITST Home Performance with ENERGY STAR® Home Energy Assessment a EC E01VE JAN - 8 2024 r 1 • Bull,d!nq Department Town o,w outhoid .S. 0 Conducted for: Lars Westvind 2080 Stars Rc East Marion, Ny 11939 8/30/2023 Assessment by: Hytech Home ENERGY STAR AWARD 2021 0 PSEGISLAND® PARTNER OF THE YEAR Sustained Excellence Home Energy Assessment Thank you for the opportunity to visit your home! Our Home Performance with ENERGY STAR®(HPwES) partner has performed a thorough inspection of your home to test for the overall energy performance and address any concerns you may have. This Home Energy Assessment will provide information to help you understand your energy usage as well as tips and recommendations to help you save more on your energy bill. Be sure to take note of all the PSEG Long Island Energy Efficiency Rebates that are available to you. ' Home Owner: Lars Westvind Address: 2080 Stars Re,East Marion,Ny 11939 E-mail: lwestvind@gmail.com HPwES Partner: Hytech Home Date of Assessment: 8/30/2023 Year Home Built: 2023 Number of Occupants: 3 Orientation: West art Foundation Type: Basement I certify that the Home Energy Assessment was conducted at the address listed above. Customer Account Number: (Print) Customer Name: (print) j Customer Email: 1 (Print) Customer Signature Date: Auditor Name*: —�-1 (print) I *Auditor's Name,not Company Name Auditor Signature F _.Y Date: � PSEG Long Island website: https://www.pseg_liny.com/saveenergyandmoney/homeefficiency/homeassessments The U.S.Department of Energy(DOE 1 administers the Home Perfomfance with ENERGY STARS(HPwES)Program and works in conjunction with the U.S.Environmental Protection Agency (EPA)to support local program sponsors.PSEG Long Island adrNnisters the HPwES Program on behalf of its sponsor,the Long Island PowerAuthority(LIPA). • - . , ® PSEG LONG PARTNER OF THE YEAR Sustained Excellence Assessment Results Customer Name: Lars Westvind Assessor Name: Hvtech Home Customer Address: 2080 Stars Rc,East Marion,NY 11939 Date of Assessment: August 30,2023 Customer E-mail: Iwestvind(a.gmail.com Heating and Cooling Equipment Heating System 1 Heating System 2 Equipment Type: Air Source Heat Pump Quantity: 1 Equipment Type: Quantity.' Age. <5 Working: Yes Age: Working: Fuel Source: Electric %of Heating Load: 1 Fuel Source: %of Heating Load: Heating Capacity. 48,000 Heating Capacity: Efficiency., 1 Efficiency: Cooling System 1 Cooling System 2 Equipment Type: Air Source Heat Pump Quantity. 1 Equipment Type: Mini-Split Quantity: 1 Age: <5 Working: Yes Age: <5 Working: Yes Cooling Capacity. 48,000 %of Cooling Load 1 Cooling Capacity: 24,000 %of Cooling Load 0.25 SEER. 18 SEER., EER: 10 EER: Did you know? An evaluation of your home's heating and cooling systems is an important component of a home energy assessment.Properly sized heating and cooling equipment is designed to provide heating and cooling,comfortably and efficiently,to a home.HVAC systems that are not selected properly are often oversized.Resultantly, oversized equipment means energy waste,short cycling,reduced equipment fife,maintenance issues,air quality issues,and home discomfort.If you are interested in replacing your HVAC system(s),be sure to choose an ENERGY STAR model and have the system sized and installed by a professional.A list of participating contractors can be found on the PSEG Long Island website(see link below). Heat pumps are like air conditioning systems that work in reverse.During the warmer months,the heat pump is used in cooling mode and moves heat from inside the home to outside.During the cooler months,the heat pump is used in heating mode and moves heat from the outside air to inside the home.Yes.You read that correctly;Even the cold winter air contains a certain amount of heat that can be used to warm your home.Unlike typical air conditioning systems and heating systems, a heat pump can provide both heating and cooling from one single unit.From systems that require no duct work to renewable geothermal energy,you can choose the system that's right for you.Heat pumps come in a wide variety of sizes to cover the needs of most any home.There are partial-home and whole-home solutions for residents,and each earns different rebates.You can choose a ducted system that utilizes your existing ductwork or a ductless system if you have baseboard heating. Heat pumps are sized and configured to specific spaces,capacity needs and comfort preferences. PSEG Long Island offers robust rebates on a variety of compact systems to fit any space.Count on PSEG Long Island to help make your energy efficiency upgrade a fast,easy,and affordable experience.For more information on Heat Pump technology and available rebates,please visit our website or contact us: Website: www Pseglinv com/saveenergyandmonev/homeef iiciency/homecomforUairsource Phone: 1-800-692-2626 Email: HomecomfortLl anpsea.com WINTER r" k SUMMER f " MrMfeomtM•i � ad i N•Irls¢r•nt10 �M1 �I b.ts-9cay COMPRESSOR COMPRESSOR N••ur®u. i N. a4/•w••i �l,yT I � nk•r•fM.l 1 T.:f, uN•atr s I byrtGipeat i 7� ®! �.i� t � lutoewne �I I __I I•bdaorc•O � � - i i_ 0 PSEG ISLAND PARTNER OF THE YEAR Sustained Excellence Assessment Results Customer Name: Lars Westvind Assessor Name: Hytech Home Customer Address: 2080 Stars Rc,East Marion,NY 11939 Date of Assessment: August 30,2023 Customer E-mail: Westvind angmail.com Domestic Hot Water Domestic Hot Water 1 Domestic Hot Water 2 Location: Unconditioned Space Fuel Source: Electric Location: Fuel Source: System Type: Heat Pump DHW Energy Factor(EF): 1 System Type: Energy Factor(EF): Age: <5 Temperature Setting: 120 Age: Temperature Setting: Did you know? Heating water typically accounts for about 15%of a home's energy use and high efficiency units can use 10 to 25%less energy than standard models,though your energy savings from installing high efficient ENERGY STAR systems will depend on several factors including family size,system location,and appliances.You can make some simple changes to reduce the energy consumed by your water heater by reducing the thermostat setting to 120-125°F.You can also save water and energy by installing low-flow high efficiency showerheads and faucet aerators. For more information about other Energy Conservation Measures and Water Conversation Measures,please visit our online marketplace found here: www.enerqyfederation.org/psegliny/water-conservation-l.html html For more information about ENERGY STAR Heat Pump Water Heaters,electric Tankless Water Heaters,and available rebates,please visit our Energy Efficient Products www.pseg I inV.comlsaveenergVandmoneylenergVstarrebates Typical Household Water Consumption by End Use r ah— 6"h o,�—he. ` ra 4% 31 1% leaks 12% Toile[ 24% Cb[hesWa- 12% } Shown \ r Faucets 2C% FNFRGY ' - . STAR PSEG I°LAND PARTNER OF THE YEAR Sustained Excellence Assessment Results Customer Name: Lars Westvind Assessor Name: Hytech Home Customer Address: 2080 Stars Rc East Marion NY 11939 Date of Assessment: August 30,2023 Customer E-mail: Iwestvind(a)-gmail.com Insulation Levels Insulation 1 Insulation 2 Location: Attic Location: Exterior Walls Existing Existing Area(Sq.Ft): 1,830 R Value: 58.7 Area(Sq.Ft): 1,600 R Value: 28 Recommended Recommended Condition: Good R Value: 49 Condition: Good R Value: 12 Insulation 3 Insulation 4 Location: Rim Joist Location: Existing Existing Area(Sq.Ft): 255 R Value: 14 Area(Sq.Ft): R Value: Recommended R Recommended R Condition: Good Value: 12 Condition: Value: Insulation 5 Insulation 6 Location: Location: Existing Existing Area(Sq.Ft): R Value: Area(Sq.Ft): R Value: Recommended R Recommended R Condition: Value: Condition: Value: Did you know? Insulation is your primary defense against losing heating or cooling through your home's thermal envelope(i.e.walls and roofs).It is almost always the first priority in terms of practical cost-effective improvements to a home.The effectiveness of insulation is based on its"R-Value",the standard measure of thermal resistance.A higher R-Value results in slower heat loss/gain,lower energy bills,and a more comfortable home. Installing the correct amount of insulation is key to reducing heating and cooling costs. Think of insulation as a sweater for your home,and air sealing as a wind breaker.Installing these two measures together is required to receive PSEG Long Island rebates and ensures your home is operating efficiently and comfortably. Talk to your Home Performance with ENERGY STAR contractor today to find out more about the rebates available for insulation! f 1 dr M LV Y e17- Mr - R-15- r► R-21- eN' R-38- R-49- 7 .dAB1• -1 Recommended ac.WAWWW Poorly Insulated Completely filled Joist For Most Southern Rle d Older Nome _inadequately Insulated I Climates �= a own X` SourCa ENERGY STAR AWARD 2021 0 PSE PARTNER OF THE YEAR Sustained Excellence Assessment Results Customer Name: Lars Westvind Assessor Name: Hytech Home Customer Address: 2080 Stars Rc,East Marion,NY 11939 Date of Assessment: August 30,2023 Customer E-mail: Iwestvindt@gmail.com Air Sealing Air Sealing 1 Air Sealing 2 Square Footage: 2,455 Calculated BAS-CFM50: 2,291 Square Footage: Calculated BAS-CFM50: Conditioned Air Blower Door Reading- Conditioned Air Blower Door Reading- Volume 19,640 CFM50 Pre: 325 Volume CFM50 Pre: Did you know? Air sealing is the next defense against heat loss/gain through the leaks in the envelope of the home.A home that is both tight and well ventilated provides the best comfort and energy efficiency.Air sealing improvements can greatly benefit a home,and a ventilation strategy will keep both the building and its occupants healthy and safe.Our partner measured your current building leakage and the minimum airflow standard to be sure that you get enough fresh air if you decide to follow through with implementing weatherization improvements. For more information about measures to help your home with ventilation and sealing improvements,please visit our Energy Efficient Products website to discover available appliance rebates: www.psegIiny.com/saveenergyandmoney/energystarrebates Talk to your Home Performance with ENERGY STAR contractor today to find out more about the rebates available for Air Sealing! Seal and Insulate with ENERGY STAR Aft I$M% a,a%vow TOP PNM ' T I S.PI.I. .. ! orv.,V— `` `wl • � LONG AWARD 0 � P S EC ISLAND PARTNER OF THE YEAR Sustained Excellence Assessment Results Customer Name: Lars Westvind Assessor Name: Hytech Home Customer Address: 2080 Stars Rc East Marion,Ny 11939 Date of Assessment: August 30,2023 Customer E-mail: Iwestvind(a)gmail.com Duct Sealing Heating System 1 Heating System 2 Primary Duct Primary Duct Location: Unconditioned Basement Location: Existing Ductwork Total Ductwork Existing Ductwork Total Ductwork Insulation: Yes Length(ft): 275 Insulation: Length(ft): Existing Ductwork Length of Existing Ductwork Length of Sealed: No Ductwork(ft): 225 Sealed: Ductwork(ft): Cooling System 1 Cooling System 2 Primary Duct Primary Duct Location: Unconditioned Basement Location: Existing Ductwork Total Ductwork Existing Ductwork Total Ductwork Insulation: Yes Length(ft): 275 Insulation: Length(ft): Existing Ductwork Length of Existing Ductwork Length of Sealed: No Ductwork(ft): 225 Sealed: Ductwork(ft): Did you know? In homes with forced hot air heating or cooling systems,ductwork is used to distribute air throughout the home.In a typical home,about 20%of air that moves through the ductwork is lost due to leaks and poorly sealed connections. The result is higher utility bills and difficulty keeping your house comfortable.Exposed ductwork in unconditioned areas like attics,basements,crawlspaces and garages should be repaired with duct sealant.In addition,insulating these ducts that run through unconditioned spaces that get hot in the summer and cold in the winter can save significant energy as well. Talk to your Home Performance with ENERGY STAR contractor today to find out more about the rebates available for Duct Sealinq! D ✓11 Q II !e j ENERGY - . PSEG I LLNAND PARTNER OF THE YEAR Sustained Excellence Assessment Results Customer Name: Lars Westvind Assessor Name: Hytech Home Customer Address: 2080 Stars Rc,East Marion,NY 11939 Date of Assessment: August 30,2023 Customer E-mail: Iwestvind(o)gmail.com Thermostats and Controls Thermostats and Controls 1 Themostats and Controls 2 Location: Living Room Thermostat Type: Smart Wi-Fi Location: Hallway Thermostat Type: Smart Wi-Fi Heating Set Cooling Set Heating Set Cooling Set Point-High: 70 Point-High: 70 Point-High: 70 Point-High: 70 Heating Set Cooling Set Heating Set Cooling Set Point-Low: 68 Point-Low: 68 Point-Low: 68 Point-Low: 66 Did you know? A smart thermostat is a Wi-Fi enabled device that automatically adjusts heating and cooling temperatures in your home for optimal performance.While system designs may vary,common smart thermostat features include: •0 Ability to learn your temperature preferences and establish a schedule that automatically adjusts to energy-saving temperatures -0 Learning Thermostats learn when you will be home or awake and make sure the house is a comfortable temperature -0 Wi-Fi enabled thermostats allow you to control your home's heating and cooling remotely through your smartphone •0 ENERGY STAR certified smart thermostats quickly enter a low-power standby mode when inactive -0 Smart thermostats provide equipment use and temperature data you can track and manage Choose an ENERGY STAR certified smart thermostat for your home to reduce your energy bills,enhance your comfort and control temperatures based on your preferences and lifestyle.You can receive an additional rebate if you have a central air conditioning system or air source heat pump and install a qualifying smart thermostat that allows PSEG Long Island to make minor,short-term adjustments to your system that reduce power use during periods of high demand for electricity.This can reduce strain on the electric system and save you money.In most cases,you won't even notice adjustments to the central air conditioning system and you'll always have ultimate control. Already have a smart thermostat?Join PSEG Long Island's Smart Savers Program and save money while reducing the strain on the electric system.For more information please visit: https//www psegIinv com/saveenergyandmoney/energystarrebates/smartsavers For more information about Smart Thermostats and available rebates,please visit our online marketplace found here: http://www.energyfederation.org/pse,qIiny/ • • ' LONG :. . 0 PSEG ISLAND PARTNER OF THE YEAR Sustained Excellence Assessment Results Customer Name: Lars Westvind Assessor Name: Hytech Home Customer Address: 2080 Stars Rc,East Marion,NY 11939 Date of Assessment: August 30,2023 Customer E-mail: Westvind a(_gmail.com Lighting Lighting Type: LED Quantity. 30 Lighting Type: LED Quantity., 12 ENERGY STAR: Yes Location: Other ENERGY STAR: Yes Location: Other Watts: 7 Working: Yes Watts: 7 Working: Yes Lighting Type: LED Quantity: 10 Lighting Type: LED Quantity. 6 ENERGY STAR: Yes Location: Basement ENERGY STAR. Yes Location: Garage Watts: 7 Working: Yes Watts: 7 Working: Yes Lighting Type: Quantity.- Lighting Type: Quantity: ENERGY STAR: Location: ENERGY STAR: Location: Watts: Working: Watts: Working.- Lighting Type: Quantity: Lighting Type: Quantity: ENERGY STAR: Location: ENERGY STAR: Location: Watts: Working: Watts: Working: Lighting Type: Quantity. Lighting Type: Quantity. ENERGY STAR: Location: ENERGY STAR: Location: Watts: Working: Watts: Working: Did you know? PSEG Long Island offers rebates for a variety of ENERGY STAR household appliances and lighting,pool equipment,and lawn equipment.The full list of available rebates and appliances/equipment can be found on our website: www.psegliny.comlsaveenergyandmoney/energystarrebates ENERGY STAR LED Lighting-ENERGY STAR certified bulbs use 75%less energy than incandescent bulbs and last 10 to 25 times longer.Switching to more efficient bulbs and fixtures,like ENERGY STAR certified LEDs,is one of the easiest ways to save energy and money. r ` IF qP 14 -1 l z080 ,qat rs ;esiwen %.e 2080 Stars Road East Marion, NY 11939 ---- MANUAL S,&D LOAD CALCULATIONS JAN 8 ?-p?4 Town of Southold L� X k!6 i I HEATING + COOLING 11500 OLD SOUND AVENUE MATTITUCK, NY 11952 (631 ) 298-5527 Hkolb Load Short Form Job: Stars Res. Dec Date: Dec 19,2023 Entire House By: FR HFATIN3— COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 2080 Stars Residence 2080 Stars Road, East Marion, NY 11939 --- Design Information Htg Clg Infiltration Outside db (°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD (°F) 58 18 Fireplaces 0 Daily range - M Inside humidity (%) 30 50 Moisture difference (gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AH R I ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) FCU#1 2032 22256 21855 900 900 FCU#2 650 10852 15532 800 800 Entire House 2682 33108 37387 1700 1700 Other equip loads 0 0 Equip. @ 0.95 RSM 35518 Latent cooling 9153 TOTALS I 2682 I 33108 I 44671 I 1700 I 1700 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w,rig•tsoh, 2023-Dec-2011:49:54 Right-Suite(g)Universal 2022 22.0.07 RSU10077 Page 1 ...s\2080 Stars Residence\2080 Stars Residence.rup Calc=MJ8 Front Door faces: N ® ko I Load Short Form Job: Stars Res. Dee Date: Dec 19,2023 F C U #1 By: FR HEATING * COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 2080 Stars Residence 2080 Stars Road, East Marion, NY 11939 Design Information Htg Clg Infiltration Outside db (°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD (°F) 58 18 Fireplaces 0 Daily range - M Inside humidity (%) 30 50 Moisture difference (gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model SUZ-KA30NA2 Cond SUZ-KA30NA2 AHRI ref 202392025 Coil SVZ-KP30NA AHRI ref 202392025 Efficiency 13.6 HSPF Efficiency 12.5 EER, 18 SEER Heating input Sensible cooling 18900 Btuh Heating output 30000 Btuh @ 47°F Latent cooling 8100 Btuh Temperature rise 30 °F Total cooling 27000 Btuh Actual air flow 900 cfm Actual air flow 900 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point= 9°F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE#1 1172 13332 13711 539 565 ZONE#2 438 4944 4823 200 199 ZONE#3 422 3980 3321 161 137 FCU #1 2032 22256 21855 900 900 Other equip loads 0 0 Equip. @ 0.95 RSM 20762 Latent cooling 3429 TOTALS I 2032 I 22256 I 24191 I 900 I 900 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsah 2023-Dec-2011:49.54 •. T� .., ,_ Right-Suite®Universal 2022 22.0.07 RSU10077 Page 2 ...st2080 Stars Residence\2080 Stars Residence.rup Calc=MJ8 Front Door faces: N Hkolb Load Short Form Job: 2080 Stars Res. Dec Date: Dec 19,2023 F C U #2 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 2080 Stars Residence 2080 Stars Road, East Marion, NY 11939 Design Information Htg Clg Infiltration Outside db (°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD (°F) 58 18 Fireplaces 0 Daily range - M Inside humidity (%) 30 50 Moisture difference (gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model SUZ-KA24NAH2 Cond SUZ-KA24NAH2 AHRI ref 202392057 Coil SVZ-KP24NA AHRI ref 202392057 Efficiency 10.1 HSPF Efficiency 12.5 EER, 18 SEER Heating input Sensible cooling 16800 Btuh Heating output 25000 Btuh @ 47°F Latent cooling 7200 Btuh Temperature rise 28 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.074 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.73 Capacity balance point=4°F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE#4 650 10852 15532 800 800 FCU #2 650 10852 15532 800 800 Other equip loads 0 0 Equip. @ 0.95 RSM 14756 Latent cooling 5724 TOTALS I 650 10852 I 20480 i 800 800 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Ala_ w��h- 2023-Dec-2011:49:54 �.. *� .,, _ Right-Suitee Universal 2022 22.0.07 RSU1 0077 Page ...sQ080 Stars Residence\2080 Stars Residence.rup Calc=MJ8 Front Door faces: N rs kolb BuildingAnalysis Job: Dec 19,2023 . X&A 7 Date: Dec 19,2023 Entire House By: FR H EATING + COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 2080 Stars Residence 2080 Stars Road, East Marion, NY 11939 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature (T) 70 72 Elevation: 67 ft Design TD (T) 58 18 Latitude: 42°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 24.6 48.9 Dry bulb(T) 12 90 Infiltration: Dailyrange (T) - 16 ( M ) Method Simplified Wet bulb(T) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 • Component Btuh/ft2 Btuh % of load Walls 3.1 7431 22.4 Glazing 33.1 11621 35.1 v\Ul Irfiltraticn Doors 22.6 950 2.9 Ceilings 1.9 3910 11.8 Floors 1.7 1003 3.0 Infiltration 2.9 8193 24.7 Rms Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 oamng wors Total 1 1 331081 100.0 Component Btuh/ft2 Btuh %of load Walls 1.0 2303 6.2 VAIS Glazing 52.4 18406 49.2 Doors 12.3 516 1.4 Irk Girs Ceilings 1.6 3180 8.5 Floors 0.5 311 0.8 Infiltration 0.5 1271 3.4 Ducts 0 0 Ventilation 0 0 Internal gains 11400 30.5 �� Irfiltrm Blower 0 0 ioadlirgs Adjustments 0 Total 37387 100.0 Latent Cooling Load = 9153 Btuh Overall U-value =0.080 Btuh/ft2-°F, Window/Floor Area =13.1 % Data entries checked. Bold/italic values have been manually overridden 2023-Dec-20 11:49:54 Rig ht-Suite®Universal 2022 22.0.07 RSU10077 Page 1 A-C�k ...s\2080 Stars Residence\2080 Stars Residence.rup Calc=MJ8 Front Door faces: N kolb Buildin Anal sis Job: Dec Stars Res. HFCU gy Date: Dec 19,2023 #1 By: FIR `'f ATIN,3 * COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 2080 Stars Residence 2080 Stars Road, East Marion, NY 11939 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature (T) 70 72 Elevation: 67 ft Design TD (T) 58 18 Latitude: 42'N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 24.6 48.9 Dry bulb(T) 12 90 Infiltration: Daily range (T) - 16 ( M ) Method Simplified Wetbulb(T) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 • Component Btuh/ftz Btuh % of load Walls 2.8 4433 19.9 Glazing 33.1 7565 34.0 v�Is Infiltrafio, Doors 22.6 950 4.3 Ceilings 2.0 2817 12.7 Floors 1.7 1003 4.5 Infiltration 2.9 5489 24.7 Rcas Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Gating slings Adjustments 0 0 was Total 22256 100.0 • • • Component Btuh/ft2 Btuh % of load Walls 0.8 1253 5.7 vols Glazing 52.9 12112 55.4 jlrte>,1�� Doors 12.3 516 2.4 Ceilings 1.9 2671 12.2 ItfillrAm Floors 0.5 311 1.4 - (tff Infiltration 0.5 852 3.9 Ducts 0 0 Ventilation 0 0 Oilirgs Internal gains 4140 18.9 Ga&g Blower 0 0 Adjustments 0 iolD=s Total 1 218551 100.0 Latent Cooling Load = 3429 Btuh Overall U-value =0.076 Btuh/ft2-°F, Window/Floor Area =11.3% Data entries checked. Bold/italic values have been manually overridden A - W�toO f,, 2023-Dec-20 11:49:54 ^+ �d aw Right-Suite®Universal 2022 22.0.07 RSU10077 Paget ...s\2080 Stars Residence\2080 Stars Residence.rup Calc=MJ8 Front Door faces: N Hkolb BuildingAnalysis Job: Dec Stars Res. 7 Date: Dec 19,2023 F C U #2 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@koibmechanical.corn Project Information For: 2080 Stars Residence 2080 Stars Road, East Marion, NY 11939 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature (T) 70 72 Elevation: 67 ft Design TD (T) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(7) 12 90 Infiltration: Dailyrange (T) - 16 ( M ) Method Simplified Mt bulb(°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Component Btuhift2 Btuh % of load Walls 3.8 2998 27.6 Glazing 33.1 4055 37.4 VVAI Irfiltraticn Doors 0 0 0 Ceilings 1.7 1093 10.1 Floors 0 0 0 Infiltration 2.9 2705 24.9 Ducts 0 0 Piping 0 0 ceilings Humidification 0 0 Ventilation 0 0 Adjustments 0 5 Total 1 1 108521 100.0 °a,ng Component Btuh/ftz Btuh %of load Walls 1.3 1049 6.8 \MIS Glazing 51.3 6294 40.5 Doors 0 0 0 Ceilings 0.8 509 3.3 Floors 0 0 0 IrkrdCirs Infiltration 0.5 420 2.7 Ducts 0 0 �'� Ventilation 0 0 Internal gains 7260 46.7 Blower 0 0 Adjustments 0 Total 1 1 155321 100.0 (blirgs Iri[Mcn Latent Cooling Load = 5724 Btuh Overall U-value =0.090 Btuh/ft2-°F, Window/Floor Area =18.9% Data entries checked. Bold/italic values have been manually overridden wrightsolt- 2023-Dec-2011:49.54 + 1� »• Right-Suite®Universal 2022 22.0.07 RSU10077 Page 3 ACC ...s\2080 Stars Residence\2080 Stars Residence.rup Calc=MJ8 Front Door faces: N HkolbProject Summary Job: Dec Stars Res. J •7 Date: Dec 19,2023 Entire House By: FR "I` ra`� Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 2080 Stars Residence 2080 Stars Road, East Marion, NY 11939 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 33108 Btuh Structure 37387 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 33108 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 35518 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 9153 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ft2) 2682 2682 Equipment latent load 9153 Btuh Volume (ft3) 24138 24138 Air changes/hour 0.32 0.16 Equipment Total Load (Sen+Lat) 44671 Btuh Equiv. AVF (cfm) 129 64 Req. total capacity at 0.70 SHR 4.2 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W. tts mft- 2023-Dec-20 11:49:55 Right-Suite®Universal 2022 22.0.07 RSU10077 Pagel s12080 Stars Residence\2080 Stars Residence.rup Calc=MJ8 Front Door faces: N Hkolb Project Summa F C U #1 Job: Stars Res. � Dec Date: Dec 19,sozs By: FR "� ' ''` ", Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 2080 Stars Residence 2080 Stars Road, East Marion, NY 11939 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 22256 Btuh Structure 21855 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 22256 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipmen{sensible load 20762 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3429 Btuh Central vent(0 cfm) 0 Btuh H 2t0 n Cooling (none) Area(ft2) 2032 Equipment latent load 3429 Btuh Volume (ft3) 18288 18288 Air changes/hour 0.28 0.14 Equipment Total Load (Sen+Lat) 24191 Btuh Equiv. AVF (cfm) 86 43 Req. total capacity at 0.70 SHR 2.5 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model SUZ-KA30NA2 Cond SUZ-KA30NA2 AHRI ref 202392025 Coil SVZ-KP30NA AHRI ref 202392025 Efficiency 13.6 HSPF Efficiency 12.5 EER, 18 SEER Heating input Sensible cooling 18900 Btuh Heating output 30000 Btuh @ 47°F Latent cooling 8100 Btuh Temperature rise 30 °F Total cooling 27000 Btuh Actual air flow 900 cfm Actual air flow 900 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point=9°F Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .4,11l W.SW esolMt- 2023-Dec-20 11:49:55 �� ,- — Right-Suite®Universal 2022 22.0.07 RSU10077 Page 2 s\2080 Stars Residence\2080 Stars Residence.rup Calc=MJ8 Front Door faces: N kolb Project Summa Job: Stars Res. 1 � Dec Date: Dec 19,2023 FC U #2 By: FR "i I l;`' Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Proiect Information For: 2080 Stars Residence 2080 Stars Road, East Marion, NY 11939 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 10852 Btuh Structure 15532 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 10852 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 14756 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 5724 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 650 650 Equipment latent load 5724 Btuh Volume (ft3) 5850 5850 Air changes/hour 0.44 0.22 Equipment Total Load (Sen+Lat) 20480 Btuh Equiv. AVF (cfm) 42 21 Req. total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model SUZ-KA24NAH2 Cond SUZ-KA24NAH2 AHRI ref 202392057 Coil SVZ-KP24NA AHRI ref 202392057 Efficiency 10.1 HSPF Efficiency 12.5 EER, 18 SEER Heating Input Sensible cooling 16800 Btuh Heating output 25000 Btuh @ 47°F Latent cooling 7200 Btuh Temperature rise 28 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.074 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.73 Capacitybalance point=4°F Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2023-Dec-20 11:49:55 ,.t- wri ,ttisoft' Rig ht-Suite®Universal202222.0.07 RSU10077 Page 3 ACCA ...s12080 Stars Residence\2080 Stars Residence.rup Calc=MJ8 Front Door faces: N Zkolb Right-J® Worksheet Job: 2O8O Stars Res. HEAT NG t COO-tNG Entire House Date: Dec 19,2023 By: FIR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name Entire House FCU#1 2 Exposed wall 309.0 ft 207.0 ft 3 Room height 9.0 ft 9.0 ft 4 Room dimensions 5 Room area 2682.0 ft2 2032.0 ft' Ty U Construction -value Or HTM Area ft2 Load Area fN Load number (Btuh/ft'-°F I (Btuh/ft2) I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S j Heat I Cool j Gross I N/P/S Heat Cool 6 Vr! 12F-Osw 0.065 ne 3.77 1.32 225 211 796 279 0 0 0 0 L-( 1 D-c2ow 0.570 ne 33.06 44.59 14 0 455 613 0 0 0 0 12F-6sw 0.048 ne 2.78 0.79 324 287 798 226 324 287 798 226 1D-c2ow 0.570 ne 33.06 44.59 16 0 540 728 16 0 540 728 11 11D0 0.390 ne 22.62 12.28 21 21 475 258 21 21 475 258 12F-Osw 0.065 se 3.77 1.32 234 172 648 227 0 0 0 0 �---G 1 D-c2ow 0.570 se 33.06 55.09 62 0 2050 3416 0 0 0 0 12F-6sw 0,048 se 2.78 0.79 666 485 1350 382 666 485 1350 382 1D-c2owd 0.570 se 33.06 55.09 160 0 5290 8815 160 0 5290 8815 11D0 0.390 se 22.62 12.28 21 21 475 258 21 21 475 258 VrJ 12F-Osw 0.065 sw 3.77 1.32 225 209 786 275 0 0 0 0 G 1 D-c2ow 0.570 sw 33.06 55.09 17 0 545 909 0 0 0 0 12F-6sw 0.048 sw 2.78 0.79 423 401 1117 316 423 401 1117 316 1D-c2ow 0.570 sw 33.06 55.09 22 0 716 1194 22 0 716 1194 12F-Osw 0.065 nw 3.77 1.32 234 204 768 269 0 0 0 0 1 D-c2ow 0.570 nw 33.06 44.59 30 0 1006 1356 0 0 0 0 Vr/ 12F-6sw 0.048 nw 2.78 0.79 450 419 1167 330 450 419 1167 330 L-G 1 D-c2ow 0.570 nw 33.06 44.59 31 0 1019 1375 31 0 1019 1375 C 18A-38zd 0.029 1.68 0.78 650 650 1093 509 0 0 0 0 C C part ceiling. 0.035 2.04 1.93 1382 1382 2817 2671 1382 1382 2817 2671 F 19A-30bswp 0.034 1.65 0.51 606 606 1003 311 606 606 1003 311 6 c)AED excursion 01 0 Envelope loss/gain 1 24915 24716 1 1 16767 16863 12 a) Infiltration 8193 1271 5489 852 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 10 2300 8 1840 Appliances/other 9100 2300 Subtotal(lines 6 to 13) 33108 37387 22256 21855 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 33108 37387 22256 21855 15 Duct loads 0% 0% 0 0 0% 0% 0 0 Total room load I I I 331081 37387I I I 222561 218551 Air required(cfm) 1700 1700 900 900 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. a�I Wrbti�pn- 2023-Dec-2011:49:55 - � - --- Right-Suite®Universal 2022 22.0.07 RSU10077 Page 1 s\2080 Stars Residencet2080 Stars Residence.rup Calc=MJ8 Front Door faces: N ®kolb Right-J® W orksheet Job: 2080 Stars Res. IIE t.r N.; r �.'�.�. *iG Entire House Date: Dec 19,2023 By: FR Kolb Mechanical 11500 Old Sound Ave Mattituck,NY 11952 Phone.(631)298-5527 Email:info@kolbmechanical com 1 Room name FCU#2 2 Exposed wall 102.0 ft 3 Room height 9.0 ft 4 Room dimensions 5 Room area 650.0 ft2 Ty Construction U-value Or HTM Area (ft') Load Area Load number (Btuh/ft2-°F (Btuh/ft') or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vt 12F-Osw 0 065 ne 3.77 1.32 225 211 796 279 L-G 1D-c2ow 0.570 ne 33.06 44.59 14 0 455 613 12F-6sw 0.048 ne 2.78 0.79 0 0 0 0 1 D-c2ow 0.570 ne 33.06 44.59 0 0 0 0 1 1 11 DO 0.390 ne 22.62 12.28 0 0 0 0 Vr 12F-Osw 0.065 se 3.77 1.32 234 172 648 227 L-G ID-c2ow 0.570 se 33.06 55.09 62 0 2050 3416 12F-6sw 0.048 se 2.78 0.79 0 0 0 0 1 D-c2owd 0.570 se 33.06 55.09 0 0 0 0 11 DO 0.390 se 22.62 12.28 0 0 0 0 I12F-Osw 0.065 sw 3.77 1.32 225 209 786 275 G 1 D-c2ow 0.570 sw 33.06 55.09 17 0 545 909 V� 12F-6sw 0.048 sw 2.78 0.79 0 0 0 0 L-G 1 D-c2ow 0.570 sw 33.06 55.09 0 0 0 0 y 12F-Osw 0.065 nw 3.77 1.32 234 204 768 269 I-G 1D-c2ow 0.570 nw 33.06 44.59 30 0 1006 1356 y 12F-6sw 0.048 nw 2.78 0.79 0 0 0 0 L-G 1 D-c2ow 0.570 nw 33.06 44.59 0 0 0 0 C 18A-38zd 0.029 1.68 0.78 650 650 1093 509 C C part ceiling. 0.035 204 1.93 0 0 0 0 F 19A-30bswp 0.034 1.65 0.51 0 0 0 0 6 c)AED excursion 0 Envelope loss/gain 1 8147 7852 12 a) Infiltration 2705 420 b) Room ventilation 0 0 13 Internal gains Occupants @ 230 2 460 Appliances/other 6800 Subtotal(lines 6 to 13) 10852 15532 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 10852 15532 15 Duct loads 0% 0% 0 0 Total room load 10852 15532 Air required(cfm) 800 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wce®ti=gart- 2023-Dec-2011.49:55 -- Right-Suite®Universal 2022 22.0.07 RSU10077 Page 2 '�'+ ...s�2080 Stars Residence12080 Stars Residence.rup Calc=MJ8 Front Door faces: INg ®koib Right-J® Worksheet Job: 2080 Stars Res. F C U #1 Date: Dec 19,2023 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name FCU#1 ZONE#1 2 Exposed wall 207.0 ft 98.0 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 1.0 x 1172.0 ft 5 Room area 2032.0 ft' 1172.0 ft2 T Construction U-value Or HTM Area ft' Load Area w Load y number (Btuh/ft'_. F I (Btuh/ft') I or perimeter (ft) I (Btuh) I or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VI-C 12F-Osw 0.065 ne 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 0 0 0 0 12F-6sw 0.048 ne 2.78 0.79 324 287 798 226 198 167 464 131 1D-c2ow 0.570 ne 33.06 44.59 16 0 540 728 10 0 342 461 11 11D0 0.390 ne 22.62 12.28 21 21 475 258 21 21 475 258 V�/ 12F-Osw 0.065 se 0.00 0.00 0 0 0 0 0 0 0 0 I-G 1 D-c2ow 0.570 se 0.00 0.00 0 0 0 0 0 0 0 0 V 12F-6sw 0.048 se 2.78 0.79 666 485 1350 382 477 326 908 257 1D-c2owd 0,570 se 33.06 55.09 160 0 5290 8815 130 0 4298 7162 11D0 0.390 se 22.62 12.28 21 21 475 258 21 21 475 258 Vr/ 12F-Osw 0.065 sw 0.00 0.00 0 0 0 0 0 0 0 0 I--G 1 D-c2ow 0.570 sw 0.00 0.00 0 0 0 0 0 0 0 0 V�! 12F-6sw 0.048 sw 2.78 0.79 423 401 111 316 0 0 0 0 I-; 1D-c2ow 0.570 sw 33.06 55.09 22 0 716 1194 0 0 0 0 1/y 12F-Osw 0.065 nw 0.00 0.00 0 0 0 0 0 0 0 0 L-G 1 D-c2ow 0.570 nw, 0.00 0.00 0 0 0 0 0 0 0 0 12F-6sw 0.048 nw 2.78 0.79 450 419 1167 330 207 194 541 153 t-G 1D-c2ow 0.570 nw 33.06 44.59 31 0 1019 1375 13 0 424 572 C 18A-38zd 0.029 0.00 0.00 0 0 0 0 0 0 0 0 C C part ceiling. 0.035 2.04 1.93 1382 1382 2817 2671 1042 1042 2124 2014 F 19A-30bswp 0.034 1.65 0.51 606 606 1003 311 413 413 684 212 61 c)AED excursion 1 01 1 1 1 10 Envelope loss/gain 16767 16863 1 1 10733 11488 12 a) Infiltration 5489 852 2599 403 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 8 1840 4 920 Appliances/other 2300 900 Subtotal(lines 6 to 13) 22256 21855 13332 13711 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22256 21855 13332 13711 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room load I I I 222561 21855 I I 133321 13711 Air required(cfm) 900 900 539 565 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2023-Dec-2011:49:55 v Right-Suite®Universal 2022 22.0.07 RSU10077 Pa e 3 At� st2080 YStars Residence\2080 Stars Residence.rup Calc=MJ8 Front Door faces: N 9 kol b Right-J® W orksheet Job: 2080 Stars Res. F C U #1 Date: Dec 19,2023 -- By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name ZONE#2 ZONE#3 2 Exposed wall 54.0 ft 55.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 438.0 ft 1.0 x 422.0 ft 5 Room area 438.0 ft2 422.0 W Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/W-. F (Btuh/ft�) I or perimeter (ft) (Btuh) I or perimeter (ft) (Btuh) Heat Cool j Gross I N/P/S j Heat I Cool i Gross N/P/S Heat Cool 6 Val 12F-Osw 0.065 ne 0.00 0.00 0 0 0 0 0 0 0 0 G, 1D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 0 0 0 0 12F-6sw 0.048 ne 2.78 0.79 0 0 0 0 126 120 334 94 1D-c2ow 0.570 ne 33.06 44.59 0 0 0 0 6 0 198 268 11 11D0 0.390 ne 22.62 12.28 0 0 0 0 0 0 0 0 1217-0sw 0.065 se 0.00 0.00 0 0 0 0 0 0 0 0 G 1 D-c2ow 0.570 se 0.00 0.00 0 0 0 0 0 0 0 0 12F-6sw 0.048 se 2.78 0.79 189 159 443 125 0 0 0 0 1D-c2owd 0.570 se 33.06 55.09 30 0 992 1653 0 0 0 0 11 DO 0.390 se 22.62 12.28 0 0 0 0 0 0 0 0 Val 12F-Osw 0.065 sw 0.00 0.00 0 0 0 0 0 0 0 0 O 1 D-c2ow, 0.570 sw 0.00 0.00 0 0 0 0 0 0 0 0 V� 12F-6sw 0.048 sw 2.78 0.79 297 281 783 221 126 120 334 94 L-_G 1 D-c2ow 0.570 sw 33.06 55.09 16 0 518 863 6 0 198 331 1/�l 12F-Osw 0.065 nw 0.00 0.00 0 0 0 0 0 0 0 0 Lam; 1 D-c2ow 0.570 nw 0.00 0.00 0 0 0 0 0 0 0 0 V�! 12F-6sw 0.048 nw 2.78 0.79 0 0 0 0 243 225 626 177 I-; 1D-c2ow 0.570 nw 33.06 44.59 0 0 0 0 18 0 595 803 C 18A-38zd 0.029 0.00 0.00 0 0 0 0 0 0 0 0 C C part ceiling. 0.035 2.04 1.93 326 326 664 630 14 14 29 27 F 19A-30bswp 0.034 1.65 0.51 68 68 113 35 125 125 207 64 61 c)AED excursion 1 1 -1871 1 1 1 177 Envelope loss/gain 1 3513 3340 1 1 2522 2035 12 a) Infiltration 1432 222 1458 226 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 800 600 Subtotal(lines 6 to 13) 4944 4823 3980 3321 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4944 4823 3980 3321 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Air requi dal room load(cfm) I I 4200 9441 41199I I I 31610I 3321 1 137 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -46- 2023-Dec-2011:49:55 iK��. - Right-Suite®Universal202222.0.07RSU10077 Page ...s\2080 Stars Residence\2080 Stars Residence.rup Calc=MJ8 Front Door faces: N k��b Rig W@ Worksheet Job: 2080 Stars Res. HEAT,NG--COO-ING F C U #2 Date: Dec 19,2023 By: FIR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone(631)298-5527 Email:info@kolbmechanical.com 1 Room name FCU#2 ZONE#4 2 Exposed wall 102.0 ft 102.0 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 26.0 x 25.0 ft 5 Room area 650.0 ft2 650.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'-°F (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vr/ 12F-Osw 0,065 ne 3,77 1.32 225 211 796 279 225 211 796 279 I-C 1D-c2ow 0.570 ne 33.06 44.59 14 0 455 613 14 0 455 613 12F-6sw 0,048 ne 0,00 0,00 0 0 0 0 0 0 0 0 1D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 0 0 0 0 1 1 11 DO 0.390 ne 0.00 000 0 0 0 0 0 0 0 0 Vt 12F-Osw 0,065 se 3.77 1 32 234 172 648 227 234 172 648 227 G 1D-c2ow 0.570 se 33.06 55.09 62 0 2050 3416 62 0 2050 3416 V 12F-6sw 0 048 se 0.00 0,00 0 0 0 0 0 0 0 0 1D-c2owd 0.570 se 0.00 0,00 0 0 0 0 0 0 0 0 11DO 0.390 se 0.00 0,00 0 0 0 0 0 0 0 0 V)/ 12F-Osw 0.065 sw 3.77 1.32 225 209 786 275 225 209 786 275 I-G 1D-c2ow 0.570 sw 33.06 55,09 17 0 545 909 17 0 545 909 Vr 12F-6sw 0.048 sw 0.00 0.00 0 0 0 0 0 0 0 0 I -G 1 D-c2ow 0.570 sw 0.00 0.00 0 0 0 0 0 0 0 0 V+/ 12F-Osw 0.065 nw 3.77 1.32 234 204 768 269 234 204 768 269 G ID-c2ow 0.570 nw 33.06 44,59 30 0 1006 1356 30 0 1006 1356 Vt 12F-6sw 0.048 nw 0.00 0,00 0 0 0 0 0 0 0 0 G 1 D-c2ow 0.570 nw 0.00 0,00 0 0 0 0 0 0 0 0 C 18A-38zd 0.029 1.68 0.78 650 650 1093 509 650 650 1093 509 C C part ceiling. 0.035 000 000 0 0 0 0 0 0 0 0 F 19A-30bswp 0.034 000 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 01 0 Envelope loss/gain 8147 7852 1 1 8147 7852 12 a) Infiltration 2705 420 2705 420 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 2 460 2 460 Appliances/other 6800 6800 Subtotal(lines 6 to 13) 10852 15532 10852 15532 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 10852 15532 10852 15532 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room load 10852 15532 1 10852 15532 Air required(cfm) 800 800 800 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ +�.� wce®B7r�eaet 2023-Dec-2011:4955 - Right-Suite®Universal 2022 22.0.07 RSU10077 Page 5 «'�r ...s\2080 Stars Residencet2080 Stars Residence.rup Calc=MJ8 Front Door faces: N Basement LA L:J A Job#: 2080 Stars Res. Kolb Mechanical Scale: 1 -. 123 Performed by FR for: Page 1 2080 Stars Residence 11500 Old Sound Ave. Right-Suite®Universal 2022 2080 Stars Road Mattituck,NY 11952 22.0.07 RSU10077 East Marion,NY 11939 Phone:(631)298-5527 2023-Dec-20 11:50:34 info@kolbmechanical.com ...sidence\2080 Stars Residence.rup First Floor ZONE#1 ZONE#2 GARAGE 4 ZONE#3 Job #: 2080 Stars Res. Kolb Mechanical Scale: 1 : 123 Performed by FR for: Page 2 2080 Stars Residence 11500 Old Sound Ave. Right-Suite®Universal 2022 2080 Stars Road Mattituck,NY 11952 22.0.07 RSU10077 East Marion,NY 11939 Phone:(631)298-5527 2023-Dec-20 11:50:34 info@kolbmechanical.com ...sidence\2080 Stars Residence.rup N Second Floor z ZONE 14 Job#: 2080 Stars Res. Kolb Mechanical Scale: 1 : 123 Performed by FR for: Page 3 2080 Stars Residence 11500 Old Sound Ave. Right-Suite@ Universal 2022 2080 Stars Road Mattituck,NY 11952 22.0.07 RSU10077 East Marion,NY 11939 Phone:(631)298-5527 2023-Dec-20 11:50:34 info@kolbmechanical.com ...sidence\2080 Stars Residence.rup kolbDuct System Summary Job: 2080 Stars Res. Dec Date: Dec 19,2023 FCU #1 By: FR ti[ATiNG + COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 2080 Stars Residence 2080 Stars Road, East Marion, NY 11939 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.206/0.094 in H2O 0.206/0.094 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 900 cfm 900 cfm Total effective length (TEL) 282 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk ZONE#1 c 3430 162 169 0.080 8.0 Ox 0 VIFx 53.0 105.0 st4 ZONE#1-A c 3428 162 169 0.080 8.0 Ox 0 VIFx 38.0 140.0 st4 ZONE#1-8 c 3428 162 169 0,080 8.0 Ox0 VIFx 28.0 150.0 st4 ZONE#1-C c 3428 162 169 0.080 8.0 Ox 0 V[Fx 21.0 160.0 st4 ZONE#2 h 2472 120 119 0.080 7.0 Ox 0 VIFx 44.0 150.0 st3 ZONE#2-A h 2472 120 119 0.080 7.0 Ox 0 VIFx 35.0 140.0 st3 ZONE#3 h 3980 193 164 0.080 9.0 Ox 0 VIFx 1 55.0 105.0 st3 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 433 402 0.080 650 10.5 8 x 12 ShtMetl st4 Peak AVF 647 678 0.080 678 12.5 8 x 18 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Mat[ Trunk rb2 Ox 0 1080 1080 88.0 0.080 611 18.0 Ox 0 VIFx Bold/italic values have been manually overridden 2023-Dec-20 11:49:56 wetsori• Right-Suite(g)Universal 2022 22.0.07 RSU10077 Pagel /�CrA ...s\2080 Stars Residence\2080 Stars Residence.rup Calc=MJ8 Front Door faces: N Duct S stem Summa Dec Job: Stars Res. y Date: Dec 19,2023 -Xkolb FC U #2 By: FR HFATIN C,kj0 -11,4G Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 2080 Stars Residence 2080 Stars Road, East Marion, NY 11939 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.197/0.103 in H2O 0.197/0.103 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 294 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk ZONE#4 h 2715 240 240 0.080 10.0 Ox 0 VIFx 32.0 160.0 st1 ZONE#4-A c 3883 240 240 0.080 10.0 Ox 0 VIFx 23.0 170.0 st1 ZONE#4-B c 3883 240 240 0.080 10.0 Ox 0 VIFx 22.0 125.0 ZONE#4-C c 3883 240 240 0.080 10.0 Ox 0 VIFx 38.0 125.0 st1 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 720 720 0.080 720 12.7 8 x 18 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox 0 960 960 101.0 0.080 609 17.0 Ox 0 VIFx Bold/italic values have been manually overridden 2023-Dec-20 11:49:56 +. wt tso ' Right-Su ite®Universal202222.0.07RSU10077 Page / ...s\2080 Stars Residence\2080 Stars Residence.rup Calc=MJ8 Front Door faces: N e e e ® • � � • p�q e e � • e to e �s PLUMB e 4w"I� STATE • e �1 !�1 e a_ r � w s V o�osutFoiK000 TOWN OF SOUTHOLD—BUILDING DEPARTMENT y� Town Hall Annex 54375 Main Road P. 0.'Box:1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-q5O2'httl2s://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. �-72/7 Building Inspector: NOV 0 8 2021 BUILDING DEPT. .' TOWN OF SOUTHOLD mus Applications'and`forms, t befilled aot t in.fheirentirety.,l;ncomplete `" "a'pplications,will not be"ncepted:iNhere the Applica''4 is;n"ot,the owner;an, Owner's Authoriiabon form(Page'?)shall"lie completed.'; s Date: ,OWNER(S)'OF:Z0'P�`9RTY:'; 1! , ".n. SCTM#1000- Name: ProjectAddress: Y,O— .r�7,..._..�>.•i.��,'•-�..K-F?.. _. _. U�'«'i•f`"•l�/ .,_..,. ___ _ ._ Phone#:.._ -..`7 ...—e � G....__ .._.._.. _.. .._... Email: S(V� 11�µ G 1G�'� Lb Mailing Address: � „S' 17 _.. CONTACT RERSON,; - -. Name: Mailing Address: se cT / CND-' .. ... P hone#: 4-JRDI DESIGNTRQFESSLONAG"INFORNIATION:;` - . ., Name: ..../FJr/. -�...__. Mailing Address:_,....,. . W✓UI`•- .. ..`". - G . .../`!_C._.. /b OIL Phone#: Email ,.CONTRACTOR INFO.RIVIATLON: Name: Mailing Address: S -/"� Email )Ph : D1117 ( ,,DE.SCRIPTION-OF.`PROP.OSED;CONSTRUCTION:`-:_.,.•„ ,.li, ew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Esti ted Cost of Project: ❑Other $ Will the lot be re-graded? Yes ❑No Will excess fill be removed from premises? ❑Yes DrNo 1 PROI?ERTY-INFORMATION is . . Existing use of property: � Intended use of property: Zone or use district in which premises is situated: Are there any covenan s and restrictions with respect to this property? ❑Yes Uo IF YES, PROVIDE A COPY. Check Box After Reading. The owner/contractor/design professional is responsible forms drainage and storm water issues as provided by. Chapter 236 of the'Town Code.APPLICATION 1S HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building zone °.Ibrdinance of the Town,of,southold,'Suffolk,County,New York and other applicable Laws,Ordinances o,Regulations;for the construction of buildings, additions,alterations or for removal nor demolition as herein described.The applicant agrees to comoly with all applicable laws,ordinances,building code,, !sousing code and'regulatioris and'6o A—riit authorized inspectorson premises and in building(s)for necessary inspections,False statements4 ade•herei,A e`, punishable as a Class A misdemeanorpuirsuant to Section 210.45'of the New York State Penal.Law., •_. Application Submitted WBy$(p� ntame):A-f a �/�,`—V// y� ❑Authorized Agent 6dwner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF ) La(s %k 3f V )I) (Y being duly',sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)heisthe o IA)Clef?I� (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 I�� Al day of I\�OV>°YVI.�-�� ,20 Z� Potary Public TRACEY L. DWYER PROPERTY OWNER AUTHORIZAAWY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 (Where the applicant is not the owner)QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2aRR- I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 APPEALS BOARD MEMBERS �c�� ®� Southold Town Dail Ruth D. Oliva,Chairwoman 53095 Main Road Gerard P. iioehringer P.O. Box 1179 Lydia A.Tortorarr` Southold,NI'11971-0959 Vincent Orlando James Di do �� Fax(631)765-4064 htti://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SObTHOLD g FINDINGS, DELIBERATIONS AND DETERMINATIOi AN u L4 U4 MEETING OF JANUARY 8, 2004 Appl. No. 5437-JOIN C. STADELMANN AND JEANNETTE COLEMAN Location of Property: 1980 Stars Road, Soundcrest Woods#14, CTM 22-4-19, unmerged from 2080 Stars Road, Soundcrest Woods#15, CTM 22-4-20 Date of Public Hearing: December 18, 2003 PROPERTY FACTS/DESCRIPTION: Applicants' property consists of a combined area of 40,716+- sq. ft. of land area with a lot width of 213 feet along the east side of Stars Road and lot depth of 192+- feet. The lands were conveyed to the applicants, as follows: (a) the southerly improved area of 20,313 sq. ft., referred to as 2080 Stars Road, is shown as Lot 14 on the Map of Soundcrest Woods, and (b) the northerly 20,402 sq. ft. area, referred to as 1980.Stars Road, is shown as Lot 15 on the Map of Soundcrest Woods. The lands were conveyed to the applicants, as Tenants in Common, by separate deeds dated 1/16/90,recorded 4-9-1991 at Liber 11245 page 21, and at page 23. The single-family dwelling which exists on the southerly portion, CTM #22-4-19 (Lot 14), was built in 1972. CTM#22-4-20 rerxialns vacant. BASIS OF APPLICATION: Article 11, Section 100-26, based on the Building Inspector's July 17, 2003 Notice of Disapproval, which stated that the subject lots are merged as a single lot of 40,716 sq. ft. under Section 100-25 in this R-40 Law-Density Residential Zone District. APPLICANTS' REQUEST: Applicant requests a Lot Waiver to unmerge a vacant land area of CTM #22-4-20 of 20,402 sq. ft. from CTM#22-4-19 of 20,313 sq. ft. as shown on the survey dated May 12, 2003 by Stanley J. Isaksen, Jr. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this matter on December 18, 2003, at which time written and oral evidence were presented. Based'on all testimony, documentation, personal observations of members of the board, and other evidence, the Zoning Board finds the following facts to be true and relevant: REASONS FOR BOARD ACTION, DESCRIBED BELOW: Based on the testimony presented, materials submitted and personal inspection, the Board makes the following findings: 1. The title search, prepared by T PS Abstract Corporation dated June 12, 2003, shows that John C. and Jeannette Stadelmann acquired the property from their parents purchased the house lot on 1112/63, and the remaining area (northwest portion) 1123170 and (southwest portion) 11124/64. 2. The Board received testimony from the applicants and their attorney that the lots were purchased with the intention of building a future home for family members. As further evidence that the applicant had not intended to merge the southerly portion with the remaining area, they �if Page 2—January 8,2004 ZBA Appl. No.5437—John and Jeannette Stadelmann 1000-22-4-20, 19 point to the fact that there was no use or improvements on the lot. Also, the Town excepted the area and width of lots on this filed Map of Soundcrest continuously, up until January 1, 1997. The merger of the two subdivision lots was not created the exception expired on January 1, 1997. 3. The waiver of merger will recognize the original lot lines for Lot 14, and Lot 15, shown on the Subdivision Map of Soundcrest Woods, Section One, filed June 9, 1969 in the Office of the Suffolk County Clerk. 4. The waiver of merger will allow for the ultimate construction of one additional single-family residence in the neighborhood, which will not result in a significant increase in the density. The waiver will result in one lot that is equivalent in size to the lots in the immediate neighborhood. 5. The waiver will avoid an economic hardship for the applicants and their family. The properties were-held in separate ownership at the time of purchase in 1971, one for Fred Stadelmann (father of the applicant), and the other for Edith Stadelmann (mother of the applicant). The father, Fred Stadelmann, died in 1991, and the mother, Edith Stadelmann, has been in a horsing home for a little over two years. The merger was created when the Estate law firm conveyed the lots in common ownership. 6. Waiver of merger will allow for construction of one single-family dwelling on the original deeded lot. Although the land is not fiat and the southwest comer of the property has greater elevation, there will be no need for significant change in its contours or slopes. No evidence was presented to suggest that the lot would require filling affecting nearby environmental or flood areas, or to suggest that its natural details, character, contours or slope would be significantly altered, except during the normal course of construction activities for a dwelling. It is also noted that the property contains no wetlands. BOARD RESOLUTION: On motion by Member Goehringer, seconded by Member Tortora, it was RESOLVED, to GRANT the lot waiver, as applied for. This action does not authorize or condone any current or future use, setback or other feature of the subject Property that violates the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. i VOTE OF THE BOARD: AYES_ Members 011y? (Chwo 0) floe 5nger, and Orlando. (Member Tortora was absent.) (Member Dinizio, pain d $ O', bs j' ed.) This Resolution was duly adopted (3-0). �/ r VINCtt IT 6RLA191DO, Cl-IAIRMAN UV04 Approved for Filing SVFFO(�. BUILDING'DEPARTMENT- EIectJi,a JJhspddtp. r Fff O� CMG TOWN OF SOUTHOLD o �c Town Hall Annex - 54375 Main Road - P-O,6-_63Z -t7- : h 1 * Southold, New York 11971-0959 oy,, �a� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr south0Idtownny.gov - seand(c_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INF ATION (All Information Required) Date: ', ZZ Company.Name: Electrician's Name: License No.: Elec. email: 2� 04 Elec. Phone No:6 PI request an email copy of Certificate of Compliance Elec. Address.: -Fo -0 0 X 5 -71 .4 C -' JOB SITE INFORMATION (All Infor tion Required) Name: �5 Address: ip_,-2i Cross Street: 07,4 Phone No.: 3 03 Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: o_�b BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): nW! SquareFootage: Circle All That Apply: Is job ready for inspection?: YES ['q. NO Rough In ❑ Final Do you need a Temp Certificate?: (a ES 0 NO Issued On��t?J 4--I a-22 Temp Information: �j0 (All information required) Service Size1 Ph�D Ph Size:20 0 A # Meters _ Old Meter# ew Service0 Fire Reconnect El Flood ReconnectOService Reconnect Underground QOverhead # Underground Laterals n 1 H Frame 0 Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION r `` BUILDING DEPARTMENT- Elect`i'ca lbspector gtaEFOt/C x TOWN OF SOUTHOLD BUILD o :� Town Hall Annex - 54375 Main Road - F0 Boxrt-,t791- , cm Southold, New York 11971-0959. Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a)southoldtownny gov -- seand(a_southoldtownny.gov i APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INF ATION (All Information Required) Date: ZZ Company Name: (-- cAg= I Electrician's Name: n 'K License No.: Elec. email: 2r- Elec. Phone No: 6 ' ®.I request an email copy of Certificate of Compliance Elec. Address.: Pc) _0 o X � 5"' l� .4 —r7- (I C ✓ i JOB SITE INFORMATION (All,lnfor tion Required)' Name: X e5 �oi /U' A Address: ' Cross Street: Phone No.: , ,3 j /' 123 Z Bldg.Permit#: V 7 / j email: Tax Map District: 1000 Section: Block: If Lot: � BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 11- 3�-U�, �( I �f nw � Square Fo' age: Circle All That Apply: Is job ready for inspection?: YES No Rough In El Final Do you need a Temp Certificate?: ES NO Issued On 4-1�-22 Temp Information: Go (All information required) Service Sizeb Ph V]3 Ph Size:2 G Ci A # Meters Old Meter# lew Service[]Fire ReconnectO Flood ReconnectOService Reconnect L36nderground❑Overhead # Underground Laterals 1 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION -6 �C6 _ � l L bZj y,;OSUFFQI't.C' BUILDING DEPARTMENT- Electrical Inspector O� �G`� TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 _Southold, New York 11971.0959 - .. Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cDsoutholdtownnygov — seand(cDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Reqdired) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit #: email: Tax Map District: 1000 Section: Block: Lot: ` BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: ` Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A - # Meters Old Meter# ❑New Service❑Fire Reconnect[:]Flood Reconnect❑Service Reconnect❑Underground ❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y DN Additional information: PAYMENT DUE WITH APPLICATION PERMIT I# Address: 1 Switches Outlets t GFI's I — Surface f Sconces 1� H H's UC Lts Fans Fridge I HW Exhaust / I 3 Oven �� W/D - Smokes I DW Mini Ll 1 Carbon Micro Generator Combo s Cook-top Transfer AC n/./ AH Hood r Service ! Amps Have sed Special: C� C ��— Lam'' '�V�—d° Comments �r i 0 1 =I° Fidelity National Title INSURANCE SERVICES,LLC TITLE NO: 7404-012769 District: 1000 Section: 022.00 Block: 04.00 Lot: 020.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by Lars Westvind and Gulsen Calik-Westvind and his/her predecessors in title since prior to 07/01/1983 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: November 1, 2021 FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC JEA D VA Sworn to before me this 1 st day of November, 2021 Notary Public SMDMJ.OOLESM No"PWR 001GO5032467 Suf k Cownly,Flew York Co MMOn Expl mAW.se,20& 24 Commerce.Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631) 727-0606 =" Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. 7404-012769 STATE OF NEW YORK)ss: COUNTY OF SUFFOLK) JEAN DUVA, being duly sworn deposes and says: That he/she has had a search made of the records of.the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000=022.00-04.00-020.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 07/01/1983. SUBJECT PREMISES: 1000-022.00-04.00-020.000 George W. Schroeder, Jr. and Marilyn E. Schroeder, Liber 6945 cp 498 his wife Dated: 06/08/1971 TO Rec'd: 06/11/1971 Fred Stadelmann Fred Stadelmann Liber 11015 cp 384 TO Dated: 01/16/1990 Fred Stadelmann and Edith Stadelmann, his wife Rec'd: 02/09/1990 Fred Stadelmann and Edith Stadelmann, his wife Liber 11245 cp 23 TO Dated: 01/16/1990 John C. Stadelmann and Jeanette Coleman, as tenant in Rec'd: 04/09/1991 common FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this JEAN DUVA 1 st day of November, 2021 4 Notary Public SMDPAJ.MEMO Notary Putft#01G06032467 Suffolk Cowdy.Now Ybrk- Cowmnt situ EMIm Aug.29.20 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Robert Caccese,.Referee Liber 12951 cp 326 TO Dated: 01/11/2018 Lars Westvind and Gulsen Calik-Westvind Rec'd: 02/23/2018 LAST DEED OF RECORD PREMISES NORTH: 1000-022.00-04.00- 290 Theodore Schroeder, George W. Schroeder and Marilyn Liber 6580 cp 523 E. Schroeder Dated: 07/05/1969 TO Rec'd: 07/09/1969 Robert R. Schroeder (premises and more) Robert R. Schroeder Liber 1.1995 cp 956 TO Dated: 10/07/1999 Martin Gensler and Audrey Gensler, his wife Rec'd: 11/20/1999 Martin Gensler and Audrey Gensler, his wife Liber 12176 cp 121 TO Dated: 03/12/2002 Anthony V. Cocheo and Luise Cocheo,husband and wife Rec'd: 03/22/2002 LAST DEED OF RECORD PREMISES EAST: 1000-022.00 03.00rOQ5..00s1 Cameron C. Cook and George C. Cook, Jr. Liber 6449 cp 514 TO Dated: 11/02/1968 George C. Cook, Jr. Rec'd: 11/04/1968 (premises and more) George C. Cook, Jr. died a resident of New York County on 05/29/1971. FIDELITY NATIONA TLE INSURANCE SERVICES, LLC Sworn to before me this JEAN DUV 1 st day of November, 2021 Notary Public SMDMJ.GMgVJ Wkry pW tc,110100503207 BW1dtk Cou*.New York Com wabn Dow Aug.20.2000 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Dorothy E. Cook, individually and as Executrix of the Liber 8145 cp 148 Estate of George C. Cook, Jr. Dated: 11/19/1976 TO Rec'd: l 1/22/1976 Dorothy E. Cook (premises and more) Dorothy Cook Liber 10810 cp 251 TO Dated: 11/18/1988 Richard Israel Rec'd: 03/03/1989 (premises and more) Richard Israel Liber 11465 cp 114 TO Dated: 05/06/1992 Marion Woods Associates Rec'd: 05/12/1992 (premises and more) Marion Woods Associates Liber 11944 cp 487 TO Dated: 01/18/1999 Richard Sinatra and Camille Sinatra, husband and wife Rec'd: 02/08/1999 Richard Sinatra and Camille Sinatra, husband and wife Liber 12278 cp 465 TO Dated: 09/04/2003 Richard Sinatra and Camille Sinatra, as tenants in common Rec'd: 11/17/2003 Richard Sinatra and Camille Sinatra Liber 12827 cp 808 TO ' Dated: 06/19/2015 Town of Southold Rec'd: 08/12/2015 LAST DEED OF RECORD FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this JEAN DU A 1 st day of November, 2021 otary Public SMDMJ.OOLEM NoWyPOW,#DIGO508207 SuNk C=iy,NW York C MM F,pka:Aug.20,20 OeY -24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 i Fidelity National Title :i. e l INSURANCE SERVICES,LLC PREMISES SOUTH: 1000-022.00-04.00 01L9.0"00 Theodore H. Schroeder Liber 6947 cp 63 TO Dated: 06/08/1971 Edith Stadelmann Rec'd: 06/15/1971 Edith Stadelmann Liber 11015 cp 312 TO Dated: 01/16/1990 Fred Stadelmann and Edith Stadelmann, his wife Rec'd: 02/09/1990 Fred Stadelmann and Edith Stadelmann Liber 12245 cp 21 TO Dated: 01/16/1990 John C. Stadelmann and Jeanette Coleman, as tenants in Rec'd: 04/09/1991 common John C. Stadelmann and Jeanette Coleman Liber 12322 cp 303 TO Dated: 04/02/2004 Ellen M. Harte Rec'd: 06/01/2004 Ellen M. Harte Liber 12901 cp 132 TO Dated: 01/27/2017 Aaron Kovan Rec'd: 02/17/2017 LAST DEED OF RECORD PREMISES WEST: STARS ROAD FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this JEAN DU 1 st y of November, 2021 l , Notary Public SANOmi.GOLES19 Notey ftbllo,f10490e03M Suffolk Coultty,Now Yak Committlon 29 20" 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 • Fax: (631) 727-0606 i .. SURVEY OF . LOTS 14,& 15 LOT. 16 IN N 79'42'40'E STOCKADE FENCE 0.2'N/D LINE 190.20' MAP OF SOUNDCREST WOODS z CM �� - SECTION ONE SITUATE 0 W EAST MARION, TOWN OF SOUTHOLD m SUFFOLK COUNTY, N.Y. 0 O O VACANT LOT ('WOODED)' p " o o SURVEYED FOR: JOHN STADELMANN TM 7000-022-04-20 - Z FM#"5315. • : GUARANTEED TO: LOT 15. .. .. " DATE FILED JUNE 9, 1969 JOHN STADEL.MANN 2 . AREA= 20,402.88 S.F OR 0.468 ACRES cIA S 79'42'40"W 191.17' N 79'42'40°E n 191.17' r sa h'agyIN�PLM�-am V TM 100 -04-19 23.2' LOT 14 .. srzP,-c.,�aACE -• AREA=20.313.65 S.F " ¢,T• '� RmNc OR 0.466 ACRES _ _ - _- ^�'"•3 ' 12.6, .0' 9. CIO FSIOF.VCF - 1'-1 iv •5 N iloi SURVEYED: 12 MAY 2003 CA ( n 0 o C SCALE I"= 30' FDA Fo AREA = SEE INDIVIDUAL LOTS. - S 79-42 40'W 192.13 y / LOT 1.3 GUARANTEES INDICATED HERE ON 7/AU RUN ONLY TO R-PERSON FOR UMOM ME 5URwy _ IS PREPARED.AND ON HIS BENAIf TO THE ' R1LC COMPANY,COLERN•MENTAL AGENCY. SURVEYED DY LENDINTO RIEGAS9CNE£S OFFTHE LENDING INSTINOON. STANL.EY J. ISAKSEN, JR. ADQIlnONAL I ARE nor ca�SEOUE,NT OMIERs 'To P.O. 60X 294 NEW SUFFOLK. N.Y. 11956 �- UNAURIORI:ED ALIERARO.N OR ADDINON TO MIS 631-7 4-5835 SURVEY IS A WOLAHON O SECRON 7209 Or ME NEW YORK STATE EOUCARCN LAW. M nL,IN ROAD COPIES OF MS SURVEY MAP NOT GEARING THE LAND SURVEYORS EMBOSSED SEAL 91A4 ^1(N E NDT K CONSIOER£D TO BE A VAUD MVE COPY. 1 CENSEQ ND SURV NYS Lic. N 49273 03C1231 SUFFOLK COUNTY DEPARTMENT OF HEALTH-SERVICES �'FOR`OFFICE',USE.ONLY� OFFICE OF WASTEWATER MANAGEMENT ' HANK AVENUE,SUITE 2C,YAPHANK,NY 11980ve Health DepartmentRe£`No' wrysk s (631)852-5700 OR HealthVAVM@suffolkcountyny.gov f A x•. N,' .� r:" < ;` >F ®fI KK LTION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND JUN WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS LETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. pSFF GF < =' Cbl1l ; FOR ALL RENEWALS AND TRANSFERS f EXISTING REFERENCE NUMBER: v Tax Man No.: District Section- - --- - ---Section - - --Block-- CP _. 'a�ie�of Cuiieri'#� 'i a" Pp <.... ,->......._:„,=k:..<. +•:. ,x ........: ::..:. !`;, '..•a:'"y.'.:�. .•".'C7.Zti„'ice-'7':7 ✓ " Ma�1;n "Address.. X•., �' =�, �;, � ' .�,:<el�i,,,".?'ice ,.<.l vt✓..t� �;`✓.. ,..., ./ �Y. 7ru' �:x�;b" �4.f." ��Y,':S�:1'S C:xf..vF*;y�. 4"N<�'>. •��.,'.': „'`..1, ,.a:" `'cv .'.Y .�y'.. .�T h.:.,.,F.ids': `!:",A"ni".`; , ' x,r:::y.,xx-.,:.c'.,.. j', "•.-t.re., '.:l'4.;% <F;< ::C: "7'.y�,:�H f,..:`�,). '�'7.r'r ,.k;,,.a ^ ,Email`Addres I _ .x<...... "tz._<..-..`.a�F. ,r...... ... .....t!.7./\::;�,.,,,�., :.:i'/.:�{;E' ,K^ ..:�4...w_::�:�:,iw:....: -:�`'',w' �.Y?F-'<x�;•. �ax�u=' ::n�. ;;"�' ":,a:� x` Name of Current Agent:/�G �e��- Tel#: Mailing Address: 2_qo3— Email Address: L DATE OF ORIGINAL APPROVAL: *If more than 6 years old and SCDHS site inspections have not been 1Sperformed,a new application will be required 37,7I0727 FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: TTel#: ) - I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: :SErTION-3.r FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION ' Name of Previous Applicant's Architect/Engineer/Surveyor: Tel#: ) I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me; for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: SEO '4'; FOR ALL RENEWALS AND TRANSFERS Application is hereby made to [ ]TRANSFER,[RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby certify that I have examined this complete application and the statements therein are true and correct,and that all work shall be done in accordance with all applicable Town,County,State and Federal Laws. "Any false allEment made herein is punishable as a misdemeanor pursuant to S210.45 of New York State Penal Law." Si tore of en Appl ant/Agent Date 6,�r Print Name of Current Applicant/Agent Title PART° E rx c.Y. I�� a F P.ermit.is TransfeYre ene: .ed „ w til." ,:'n:Number:ofedrooiris:Aroved''.:,.,<:...,.:.x,....^,...,.,,, an:,.•.4,- .:{.,,:`'fro: '":.. :'j,x >a,: ..r.. r::.+n.>%:Xx aS '..✓,l't PP, , <a r' a .-,.. e x, M1 :-, .- M1,....< .� , .. ..3 ., a'O.< , .<"x ..c1•: ,;fix �a�.Y,`• ,..,- ." .. .., ..-... .M1... ..�,': - ..�.,,:". .:. -. �... .e' "Y.• "het, •;S ..F.. i ture'"of artm n"t�De a Re e" >.F < r cn. 'S.¢,<xrr.. k: c. ,; ,• rti,:' '�y' ;s• :i: >,. :E,: �°�?.:.:-'^ x�� F- ". �.. ,sT`.-.:.�,c, x' WWM-104(Rev. 02/12) CESSPOOL CESSPOOL ' WELL TEST ROLE DATA SURVEY OF (LEST HOLE DUG BY Mc00NALD GEOSCIENCE ON OCTOBER 23. 2017) LOT 15 VVNW (S) Be 1t38,,�,,b�yC,tBc(,�� a EL 3 . ' o• MAP OF GT Ccj* . Of Hea 1 Sem BROWN SILT AND SANDY SILT ML S 0 UN CREST SECTION ONE WOODS e, FILE No. 5315 FILED JUNE 9, 1969 4 Q CESSPOOL SITUATE WEULL , , "" "" �"' BROWN FINE TO MEDIUM SAND SW EAST MARION ?� TOWN OF SOUTHOLD eJ WELLpWEWNG o o EL 17.2 17 SUFFOLK COUNTY, NEW YORK LOT fg x 190.20 i EL 6.6' 27.8' S.C. TAX No. 1000-22-04-20 TEST WELL No. USGS 410740072204901 S 727132.1 SCALE 1"=40' u w ; ODE f£tLCE ILAHIGHEST EXPECTED GROUND WATER MAY 23, 2021 z � •42'40'• E i OP• y AREA = 20,403 sq. ft. I ro p pO c 0:4684 ac. G `� Zq0'.}::} 45 �•iia�P4QO�?:iiiii :,' Tr1 7 '�� NOTES: Z 0• ::6L'iii:i:...... c> �� 1. ELEVATIONS ARE REFERENCED TO NAVD1988 DATUM F . :•:' f,+�: `:::`'' '� EXISTING ELEVATIONS O TOURSSAREESHOWNNTHUS: XX -----XX '' •'\ , ''" ��i "� PROPOSED CONTOURS ARE SHOWN THUS: 2. MINIMUM SEPTIC TANK CAPACITIES FORA BEDROOM HOUSE IS 1.000 GALLONS. 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP CESSPOOL v �i 4"'� •'` ' �'" \ / MINIMUM LEACHING SYSTEM FOR A BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. V+ �- ••!1'.: 1 POOL; 8' DIA., 12' DEEP 1� 33 ca \ ::.::::::.:i. O ti ;15,•;y:{;:;:;:.1}:;;:;:;:;�t:�;;..;i. C, \\ PROPOSED 50X FUTURE EXPANSION POOL o X :.... :is ii:ii►}i :is \ O \ ®PROPOSED 8' DIA. X 12' DEEP LEACHING POOL 4p .,;;b \ \ - � _ _ b ®PROPOSED 1,000 GALLON SEPTIC TANK I TEST 6 b\tom:;:;:Ii:Zk --- O u� D� \ \ \19, '1 �� 3. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON� � �� O I 9 I �.t OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. PO oil Y v 3 S 79 + �F DWEWNG'40 JUN ® 1 2��1 1 4 t� 1 LOT O p UMCE SYSTEM CALCULATIONS. \ N DRIVEWAY AREA: 1,500 sq. ft. BUFF.CO.1-!Em T�St y z�' O 1.500 sq. ff. X 0.17 = 255 cu. ft. -L ae"� '' ` %CJ ? 255 cu. ff. / 42.2 = 6.1 vertical ft. of 8' die. leaching pool required OFFICE'°a' vf�•'+- X FIDE (1) 8' die. X 8' high STORM DRAIN POOLS UNAUTHORIZED ALTERATION OR ADDITION p to-4 a: TO THIS SURVEY LS A VIOLATION OF 00 ROOF REA: 2,420 sq. ft. SECTION 7209 OF THE NEW YORK STATE o; ,�� & 2,4 0 sq. ft. X 0.17,= 412 cu. ff. EDUCATION LAW. r,�ill NZ Ts approval i 3' newe .,I3 412 cu. ff. / 42.2 = 9.8 vertical ft. of 8' die. leaching pool required COPIES OF MIS SURVEY MAP NOT BEARING `i 1 PR FIDE 2 8' die. X 6' high STORM DRAIN POOLS THE LAND SURVEYOR'S INKED SEAL OR SI 2 ( ) g EMBSSED SEAL RUE NOT BE CONSIDERED TO BE A VIWD TRUE COPY. 'nV10W�T '-' P - _Xt:, ,�-�`�........— •� CEROFlGTIONS INDICATED HEREON SHALL RUN �^ WELL � �y } q ONLY TO THE PERSON FOR WHOM THE SURVEY i4Wkary tyslely' V$ IS PREPARED,AND ON HIS BEHALF G TO THE i�GG{{1I!! �T l 98�� V TITLE COMPANY,GOVERNMENTAL AGENCY AND TO INSTRUIION USTED HEREON,AND ® M installed exactly.ei, TO THE ASSIGNEES OF.THE LENDING INSn- ��yp �pq � TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE Q �) CESSPOOL SUFF_OLK COUNTY DEPARTMENT OF HEALTH SERVICES �,f OWn On•II roved env;, �9 THE EXISTENCE OF RIGHT OF WAYS NOV 0 8 2021CONSTRUCTION AND/OR EASEMENTS OF RECORD, IF PERMIT FOR APPROVAL OF CONS T RUCTION FORA ��'�`� "'�•°•�� ANY, NOT SHOWN ARE NOT GUARANTEED. E SINGLE FAMILY P.ESIDENCE ONLY BUILDING DEPT. PREPARED�INS ��ZI i�,RGMMUM TOWN OF SOUTHOLD �T E L,&FL� AP �► Nathan Taft Corwin III FOR SUCH USE�"TH '°� ', Land Surveyor TITLE N DATE S. RE';. N0. oasl Revised PlmApprovesl J N 2021 APPROVE® a s b o Successor To: Stanley J. Isakeen, Jr. L.S. 1c la FOR MAXIMUM O�� DROOM3 � Joseph A Site L.S. Expires�� 7/ � � � �.,;\. Tithe Surveys -Subdivisions - Site Plans - Construction Layout 7 EXPIRES T E YEARS FROM DATE OF APPROVAL PHONE (631)727-2090 Fax (631)727 1727 ,* { OFFlCES LOG11ID AT MAILING ADDRESS / 15BB Main Road P.O. Box 16 �+Vri 7 51 N.YS. Lic. No. 50467 Jameaport, New York 11947 Jamesport New York 11947 i CESSPOOL CEO WELL SURVEY OF •:� a. �, ,-• �. .�-- Ow."" OCTOBER u 2Df7 LOT 15 EL. MAP OF VYmr {a)MM Be l wpe°ted 5 County Dept.Of Health St?Nfm BROWN50.T AND savor MT NL SOUND REST WOODS ` SECTION ONE ' W' 00,46 Houle In Advr nab � s' FILE No. 5315 FILED JUKE 9, 1969 u,a� 1 SITUATE BROWN FwE TO MEDIUM SAND sw EAST MARION _ $ TOWN OF SOUTHOLD o m a 17.2' lr SUFFOLK COUNTY, NEW YORK oyoT,Is. 190.20� _ EL ex 27 e. S.C. TAX No. 1000-22-04-20 M j TEST WELL Ne.':�ttmaoo�no�eat g 72.7 21 SCALE 1"=40' U 1 s( t MGHESf EXPECTED GROUND WATER MAY 23, 2021 � i e N 79'b2' E 40+ 1 C _ AREA = 20,403 sq. f,. OIL 0.4684 cc. o 1 Y 'iti;;i:•k:4??i•-::.;E"ilk i CI - a s c pZ :;:a•t`ii;; `d,;..;_. •........... C, �c XltT1f .;4:?:{{?....• 1. ELEVATIONS ARE REFERENCFA TO NAVD1986 DATUM Z �:�'�•<. • •..:s:i ii. ••.. I p.,y EXISTING TIONS ARE SHOWN THUS:A'SX . 'F•, •(.•' ... .....� 1 I've CONTOURS ARE SHOWN THUS: XX-----JOF _ -- lel ••Q''�••'-'•L• ,, A•1?:'�.bb}:? .. "," 1 ,6 PROPOSED CONTOURS ARE SHOWN THUS: b V. :Nlh 2. MINIMUM SEPTIC TANK CAPACMES FOR A BEDROOM HOUSE IS 1,000 GALLONS. VA •. _ _ t TANK;W LONG, 4'- WIDE. 6'-7' DEEP CFssPaol ,^,99 •V� '�t,V. _� •.D'.�,=R' }}; \ / - - 3'-MINIMUM LEACHING SYSTEM,FOR A BEDROOM HOUSE IS 300 sq 11 SIDEWALL AREA. IA. 1�-, y3J -�— '-.. •. `;5c::::LS.:x �' \ I i POOL: B' D , 12'DEEP :::4 i:'t} ;;;.:c::::. /, \ i SOX FUTURE EKPANSWH POOL �(F�� ` 1 c '-:;<;s \::s';x :;;:: is ♦/ \\ o ®PROPOSED W OU.X fY DEEP LEACHING POOL I �• �........ ....� \ - h'y ®PROPOSED 1.000 DALIAN SEPTIC TANK TEST O E.f\191.1� ARE\� 3.THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON V , • J 1 11 \ 3j OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. �/5=.1% i O S 79'42 ° = NG - JUN 01 2011 r 14 q QRA7MACE s='cTEY C�7r rr AT7ANs• c' "/tl' g ! oRlvewAY AREA 1.500 sq.n. SUFF.CO.lid LT1.i " - zy T 1.500 sq.it. X 0.17 =25s cu. It. 258 eu. fl./ 422 8.1 vertical n. of 8'dlo. leaching pool required OFFICE u[• '�+r•-' E(1)W d1o:X W high STORM DRAIN POOLS ALIDUO N an ADmgN To THS $p ROOF REA, 2.420 sq. it. SECDaN s oc°M NLt rau srATt ! {9� 2. 0 aq. ft, X 0.17 = 412 cu. ft. DIUG1Ta1r lAe. N S This approval newt 6-8 II +til 412 cu. n./42.2 =9.0 vertical ft.of 6' dlo. loathing pool required cDv p Q�yt�M��a �1 yo eIUN 1 g DE(2)B'dla X e' high STORY DRAIN POOLS ro ME��® 4' WELL Data ReV1elVer J �` _, —+-'may a.""m'nc PDwi wit �, 5'$flif0t�S}Isf0tY1 t0::q a PpPA1D1).AND 01 wS D.%twE tmL CotmANr OD O"OffAL MT M Alm Installed exactlyv To DIE asrrtG:Ia,uslro,memo Ave TO THE CCMrJS a A NOT TR aasn- CfSPOOL - SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES nRI°"•�"i°°Of AM"Of WAYS RECORD.alt©1Nf)Q.n��Wy'�yiq'tcved:�s Ye �,..a4---.: — AMD%rASFMEMS'OTC RE�IF PERMIT FOR APPROVAL OF CONSTRUCTION FOR A "•t-..: :ter+ ANr.TM SHM ANc Nm CUAR.NrcM SINGLE FAMILY RESIDENCE ONLY PROR#=N tN",,1N„W I . ,,,,4 a "" Pis �. Nathan Taft Corwin III F Sum Itg or T1�iiX•^�ale4 A MMED DATE r1.5.REF.IdO. .�Z/b�l 0'�d�� Land Surveyor Revi eMm Approved AN A q 2029 APPROVED {{i Smdry 7 ` 'Iz * suwmr To JAW A Ufq Ls.LS I'A'Epl><@3 �7IL 1�I�y FOR MAXIMUM OF' OROOM1IS \h` ft ( rag &-•r-svee .- 5.Fix* - � EXPIRES T E YEARS FROM DAZE OF APPROVAL \ � PHONE(631)727-2090 Ras(631)T17-1727 EXPIRES �1•:, t, L' , OFnCfS LOCJU D AT M 15118 Hain Road P.O. =I Lie.No 50467 Nn Yoh 11947 Januopvf,New Yoh 11947 l� SURVEY OF LOT 15 MAP OF SOUNDCREST WOODS SECTION ONE FILE No. 5315 FILED JUNE 9, 1969 SITUATE EAST MARION z TOWN OF SOUTHOLD o SUFFOLK COUNTY, NEW YORK LOT z 190.20 z S.C. TAX No. 1000-22-04-20 m SCALE 1"=40' Lk STOCKADE FENCE N MAY 23, 2021 ++ E z JUNE 7, 2022 FOUNDATION LOCATION 79' � 4,2,40 1 N _ AREA = 20,403 sq. ft. 1 �05.0' _ o 1 yo 0.4684 ac. Im x /�-- , 0 O x U O On z O n 1O� �c � 1 q O y O7. n 12.2' , LOT 90 1 > O JUL VTI C .1 — 40.5'�� 15.0' 0 - 4➢U6. �' �o�� Z �J1 rn 1 ' 20 t' DD BUILDING DEPT. - 1;0 0 1 g 1.17' -- TOWN OF SOUTHOLD O .1 C) CONCCEl1AR h� bi 1 FOEfj RANGE O POD O 1 S 7 g•42'40" W 1 LOT 14 1! N Oil 0 A Z� Z <�1 !� UNAUTHORIZED ALTERATION OR ADDITION no TO THIS SURVEY IS A VIOLATION OF AO _ SEC71ON 7209 OF THE NEW YORK STATE m EDUCA71ON LAW. t-7 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED ui O TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY To THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITIlTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING IN6TI— TUION.CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. STAND LIIFORC° ""gy OR !�`� Nathan Taft resin III BY THE .A.L.S. D OPTED@; ` CO FOR SUCH USE ,HEh K STATE LIVJ6Q� ;TITLE ASSO N. Land Surveyor - CIA Successor To: Stanley J. Isaksen, Jr. LS. Joseph A. Ingegno LS. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 ��Q� OMCES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 .Y C. N. 50467 Jamesport, New York 11947 Jamesport, New York 11947 JAN 10 2024 SURVEY OF SUFFOLK CO. HEALTH SERVICES LOT 15 OFFICE OF WASTEWATER MG MAP OF UNDCREST WOODS SECTION ONE A FILE No. 5315 FILED JUNE 9, 1969 SITUATE s 90.20' z EAST MARION LOT O TOWN OF SOUTHOLD �� D.I.E�W SUFFOLK COUNTY, NEW YORK 5-TOCY0,ONCE S.C. TAX No. 1000-22-04-20 7c�°42 40 00o POST \„ t!1 SCALE 1"=30' 1 N vnRE FENCE N �A r ' MAY 23, 2021 S. �� IDE O I ONCE �D U NFA o D FRAMEpE �'�o� ' JUNE 7, 2022 UPDATE PROPOSED SITE PLAN ` 1NC. MON• 1 0,5s.�, POp00t FILTER SHOWER ON f �. DECEMBER 7, 2023 FINAL SURVEY Ofl y wF1L w w col+c. CiL o AREA = 20,403 sq. ft. �. WATER LINE— `io Uhl o' 0 330 g f� r INGROUND POOL o0 0.4684 ac. C LOCK PATID o�=y WELL & SEPTIC SYSTEM TIE MEASUREMENTS C� v°1,zV .::: .: •.'9'',�:.•. ':..o Don _� y _ 12.z o4>P x HOUSE HOUSE HOUSE HOUSE CORNER QA CORNER© CORNER © CORNER�D 0. g '�s LOT SEPTIC TANK '' •.e• •. i 1 �•• o a ` COVER 70 103.5 .• was'' �9.a• �� 1 LEACHING POOL N =.. ., , y o= O COVER 81.5' 112' J m O p._ 15.1 01 �1 I7T/n 9 ` :� D A ------ �c WELL 38' 62' N --------TANK • o� m zoz o FWCE woos e• s c 25.2 OOD S`x$ $ COVFRN�s. - g ` t FENCE 1-r o 0.4E % _ • ° �_#- — - --— —- - - WIRE�yCE ! t' _ wAu 4- --_ -SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES _ _ -_- O +a CONC• TO a 9b FFNce METpJ P05T '� 7 O cE Po51 -to o� CIE 19 APPROVAL OF CONSTRUCTED WORKS FOR �I ►AFTER cE1]AR &��ykuNG FFNo L PosT • o�•s �� A SINGLE FAMILY RESIDENCE WIRE SCE °=$ f W L O FOUND MON. N o POLs �O cONC +� m Date: JAN 1 7 2024 M.S. Rgf. No. R_ l a-18 7 9'42,40 W m r S 1¢ m The sewage disposal and water supply facilities at this location have been UNAUTHORIZED ALTERATION OR ADDmON LO,j, TO THIS SURVEY IS A VIOLATION OF R inspected and/or certified by this Q.epartment or other agencies an SECTION 7209 OF THE NEW YORK STATE found to be satisfactory FOR MAXIMUM OF--L BEDROOMS EDUCATION LAW. . COPIES OF THIS SURVEY MAP NOT BEARING CA THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN • ONLY TO THE PERSON FOR WHOM THE SURVEY ;00 CRAIG KNEPPER, P.E., CHIEF IS PREPARED, AND ON HIS BEHALF TO THE ® TITLE COMPANY, GOVERNMENTAL AGENCY AND OFFICE OF WASTE MANAGEMENT LENDING INSTITUTION LISTED HEREON, AND • TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE 15 THE EXISTENCE OF RIGHT OF WAYS O AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. f PREPARED IN ACCORDANCE SURVEYS THE MINIMUM Nathan Taft Corwin III STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE H USE AND APPROVED AND o% 111//eee �E AMOCNSnOBY THE NEW YORK ;` D Land Surveyor c� ;•'N1AFT 0�,ZP q%: 9 Successor To: Stanley J. Isaksen, Jr. LS. Joseph A. Ingegno LS. • c• = Title Surveys - Subdivisions - Site Plans - Construction Layout r- * (Fax 631 727-1727 HONE (631)727-2090 ) Z OFFICES LOCATED AT MAILING ADDRESS '•s..0461,;.��1� `�� 1586 Main Road P.O. Box 16 �s��q•N�S�P�N� Jamesport, New York 11947 Jamesport, New York 11947 ®ee1119'G.�,Yes Im . 50467 E-Mail: NCorwin3®aol.com 41-137C -' Generated by REST��er�k-��eb :�eft��.re �tUls� { Compliance Certificate �S Project 2080 Stars Rd Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,190 ft2 Glazing Area 16% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2080 Stars Rd Lars Westvind Anna Thorsdottir East Marion, NY 11939 compliance: 4.3%Better Than Code Maximum MA: 631 Yow UA: 604 lAoxinuun SI16C: 0.40 Your SHGC: 0.32 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. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 2,200 60.0 0.0 0.024 0.026 53 57 Wall 1:Wood Frame, 16" D.C. 3,369 13.0 5.0 0.057 0.060 151 159 Door 1: Solid 183 0.330 0.320 60 59 Door 3: Glass Door(over 50%glazing) 208 _0.330 0.320 69 67 SHGC: 0.33 -• Window: Wood Frame 330 0.330 0.320 109 106 SHGC: 0.32 Floor 1:All-Wood Joist/Truss:Cver Unconditioned 1,725 115.0 10.0 0.036 0.047 62 81 Space Floor: Slab-On-Grade (Unheated) 86 10.0 0.700 0.700 0 0 Insulation depth: 2.0' Basement Wall 1: Solid Concrete or Masonry Wall height: 8.0' 1,725 0.0 10.0 0.058 0.059 100 102 Depth below grade: 7.5' Insulation depth: 8.0' Project Title: 2080 Stars Rd _ Report date: 12/09/21 Data filename: Page 1 of 2 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirerrgnts listed in tbe R check Ins a ion Checklist. Name-Title Signature Date Project Title: 2080 Stars Rd Report date: 12/09/21 Data filename: Page 2 of 2 OCCUPANCY OR USE IS UNLAWFUL APPROVED AS NOTED WITHOUT CERTIFICATE DATE: B.P.*# �-791-7 OF OCCUPANCY ':EE: NOTIFY BUILDING DEPARTMENT AT '55-1802 --8AM TO 4PM FOR-THE -'OLLOWINd INSPECTIONS:.. . FOUNDATION -TWO REQUIRED --bOMPLY WITH.AILL CODES OF FOR POU1AE.D'C0NCREft1---'. NEW YORKSTA.TE & TOWN CODES 2. ROUGH : FRAMING & PLUMBING 3. INSULATION AS ,REOUIPF-t) AND CONDITIONS OF 4. FINAL - CONSTRUCTION MUST sdb(ib TOWN ZBA BE COMPLETE FOR C.O.' ALL CONSTRUCTION SHALL:MEET THE SOUTHOLD TOWN PLANNINGBOARD REQUIREMENTS OF THE CODES-OF NEW SOUTHOLD TOWN TRUSTEES YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. N.Y.S.DEC DO NOT PROCEED ITH RETAIN STORM WATER RUNOFF FRAMING,UNTIL SURVEY- OF FOUNDATION LOCATION PURSUANT TO CHAPTER 236 ,HAS BEEN APPROVED. OF THE TOWN CODE, Fire separation 91 CMCAL VaP=ON RWHRM required as per Nys code All exterior lighting installed,replaced or TRUSS PLACARDING REQUIRED repaired shall conform to Chapter 172 of the Town Code PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANC) Must Provide Manuals Dj J and S as per SOLDER USED IN WATER SUPPLY SYSTEM CANNOT NYS Energy Code EXCEED 2/10 OF 1% LEAD. PLUMBING Blower door ALL PLUMBING WASTE and ductwork &WATER L114ES NEED TESTING BEFORE COVER!t':': testing required. GENERAL NOTES AKT ARCHITECTS 1. ALL WORK SHALL CONFORM TO APPLICABLE PROVISIONS OF THE LOCAL BUILDING CODE _ _ _ DRAWING INDEX architecture + interior design AND ANY AGENCIES HAVING JURISDICTION OVER THE WORK. PROPERTY LINE - - - - - - - - 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED INSURANCE AND LICENSES AND ARCHITECTURAL 342 Bowery#3 SHALL SECURE ALL NECESSARY PERMITS AND PAY ALL RESPECTIVE FEES PRIOR TO 1 1 T-001.00 GEN. NOTES, SITE PLAN, PL RISER DIAGRAM New York, NY 10012 T: 212.677.7077 COMMENCEMENT OF THE WORK ( I 3. ALL MATERIALS, ASSEMBLIES, EQUIPMENT AND METHODS OF CONSTRUCTION UTILIZED BY A-10 A-10 0.00 CELLAR PLAN 0 1ST FLOOR PLAN THE GENERAL CONTRACTOR AND SUB-CONTRACTORS ARE SUBJECT TO APPROVAL UNDER I 1 THE PROVISIONS OF THE LOCAL BUILDING CODE. I I A-102.00 2ND FLOOR PLAN A CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ON-SITE CONDITIONS BEFORE A-103.00 ROOF PLAN SUBMISSION OF PROPOSAL FOR WORK AND SHALL BE RESPONSIBLE FOR SAME THROUGHOUT I I A-104.00 DOOR SCHEDULE, WINDOW SCHEDULE THE COURSE OF WORK ON THE PROJECT. I I A-200.00 ELEVATIONS 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY SHORING, BRACING AND 1 1 PROTECTING ALL NEW WORK AND ADJACENT EXISTING WORK AND UTILITIES AGAINST A-301.A-201.00 ELEVATIONS COLLAPSE, DISPLACEMENTS OR OTHER DAMAGE IN ACCORDANCE WITH STANDARDS OF NS M GOOD PRACTICE AND APPLICABLE LAWS. NO WORK CAN COMMENCE WITHOUT OWNER'S I A-301.00 SECTION BB, DETAILS APPROVAL AND WRITTEN AGREEMENT FROM TENANT TO COMPY WITH BUILDING REQUIREMENTS. I 1 � 6. ALL WORK SHALL COMPLY WITH ALL CODES, RULES, REGULATIONS AND ORDINANCES IN I r I ELECTRICAL E! FORCE AND EFFECT AT SITE, EXCEPT THAT WHERE DRAWINGS OR SPECIFICATIONS CALL FOR I MORE EXACTING STANDARDS OF LABOR AND/OR MATERIALS, THE MORE STRINGENT 1 i' ..........._. I 0 REQUIREMENT SHALL GOVERN. ;-._........I ..__--_........... _.I!..._..._._._._.__.._.__...___._.-_._....____.._...._...._._____.-..._---_____----__ E-100.00 CELLAR ELECTRICAL PLAN ---- -------------------- E-10100 1ST FLOOR ELECTRICAL PLAN 7.CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL ITEMS OF WORK TO BE INCLUDED IN E-102.00 2ND FLOOR ELECTRICAL PLAN � O THE PROJECT. SHOP DRAWINGS SHALL SHOW SIZE, MATERIALS AND METHODS OF ASSEMBLY AND INSTALLATION IN THE PROJECT. SHOP DRAWINGS SHALL BE SUBMITTED PRIOR TO I I i I STRUCTURAL FABRICATION, ASSEMBLY AND INSTALLATION. 1 I 8-100.00 FOUNDATION PLAN W &DRAWINGS ARE NOT TO BE SCALED--USE WRITTEN DIMENSIONS ONLY. I i I S-101.00 1ST FLOOR FRAMING PLAN Q z 9. CONTROLLED INSPECTION REQUIREMENTS: ITEMS SUBJECT TO CONTROLLED INSPECTION ARE INDICATED ON SCHEDULE. INSPECTIONS ARE TO BE MADE AND/OR SUPERVISED BY A 1 i 1 8-102.00 LOW ROOF AND 2ND FLOOR FRAMING PLAN Z PROFESSIONAL ENGINEER APPROVED BY THE OWNER. € 3 j S-103.00 HIGH ROOF FRAMING PLAN I 00 I -I REQUIREMENTS OF S-200.00 STRUCTURAL NOTES, LOAD SCHEDULE 10.THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES Wlll 1 j 1 OO THE ARCHITECT. STRUCTURAL DETAILS O Q I N S-201.00 STRUCTURAL DETAILS FIRE SAFETY NOTES 1 �...... _..... _. ___.�........__...__....._ _......_.__ __. _.........-..� I 1 S-202.00 STRUCTURAL DETAILS 1. ALL BUILDING MATERIALS STORED AT THE CONSTRUCTION AREA, AND/OR IN ANY AREA OF I i S-203.00 STRUCTURAL DETAILS THE BUILDING ARE TO BE SECURED IN A LOCKED AREA. ACCESS TO SUCH AREAS IS TO BE S-204.00 STRUCTURAL DETAILS U) CONTROLLED BY THE OWNER AND/OR THE GENERAL CONTRACTOR. = ___ Q 2.. ALL MATERIALS TO BE STORED IN AN ORDERLY MANNER I I 8-205.00 STRUCTURAL DETAILS W 3. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE 1 1 CONTAINERS. SUCH MATERIALS ARE TO BE KEPT AWAY FROM ALL HEAT SOURCES. I 31 I A ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SYMBOLS SPACES. OR O 5. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE IS EXPOSED CONDUIT. DOOR ELEVATION I r-a °�-- I SECTION N Issue Date: 11/30/2021 6. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING NUMBER REFERENCE Revisions 1 1 DRAWING NO. HOURS. I No. Date Description 7. THE CONTRACTOR WILL, AT ALL TIMES, MAKE SURE THERE IS NO LEAKAGE OF NATURAL DETAIL GAS IN THE BUILDING, OR ANY FLAMMABLE GAS USED IN CONSTRUCTION. 1 I.........___..........._._..._......._.... .1 REFERENCE WALL TYPE 1 SCOPE OF WORK SHEET NO. 2 1 I DRAWING NO. O SMOKE/ 3 RENOVATION AND ADDITION TO AN EXISTING TWO-STORY HOUSE. I CARBON SHEET NO. SD/CMD MONOXIDE 4 2ND FLOOR ROOF VENT 1 X INTERIOR DETECTOR ----------------------------------------------- ELEVATION TO BE 5 BATHROOM '` X A•XX X REFERENCE HARDWIRED 1 1 6 2' ( I X 7 SINK 2• 1 I 8 ' F, ; I I PROPERTY INFORMATION Seal & Signature: We TUB 1 1 2080 STARS ROAD, EAST MARION, NY 11939 2ND FLOOR SHOWER I LOT 15 2 a WASTE AREA:20,403 SQ.FT. I 1 ZONE: ----------------------- VENT VENT VENT I I BATHROOM LAUNDRY MASTER BATHROOM KITCHEN BATHROOM 1 1 TO THE BEST OF OUR PROFESSIONAL KNOWLEDGE L- - - - - - - - - - - - THE DESIGN ADHERES TO THE UNIFIED BUILDING CODE AND THE STATE OF NY 2020 ENERGY CODE. 2• 2• z• z' z 2• STARS ROAD SINK 2" INK 4SINK INK DW INK WASHER Title: WC O we 7 " TUB we SITE PLAN GENERAL NOTES 1ST FLOOR n_ � SHOWER SHOWER N SCALE: 1/16 1c� -0 SITE PLAN 2• 2' �4' 2' 2' 4" 2 2 WASTE WASTE Scale: AS NOTED Drawing No.: CELLAR T-001 .00 TO HOUSE TRAP PLUMBING RISER DIAGRAM Page No.: SCALE: NTS 1 OF 24 AKT ARCHITECTS architecture + interior design 342 Bowery#3 New York, NY 10012 -----, --- r - - -----, T: 212.677.7077 -- ---------------------------------' ------' ------------------ ------ ----------------------------------- -a- r-----f---------------------------------- ------i--------------- T- ,- --------------------`- i- T---- -----------------------------------r I r , , ❑ t I ❑ I I ❑ ' ❑ f i ❑ I I 1 OI 1 J 1___.___J I..______J , 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 , I I I I WOOD DECK ABOVE I ' I I I I I co I I t I 1 j 66'-4" I -----------------------------------------------------------------------------------------------..--------------------------------------------------------------------- -- , I i ' 1 i 1 I HOUSE TRAP TO CONNECT TO SEPTIC SYSTEM I.L. W I I I i , I , F I Z 1 1 I ti ' 1 i 0 , ___ ___ w ' v ■ i� O ' I 1 I I I I O I I , M w O 1 I I 1 I ' N I I 1 I I I i I I ----------- -- - -- - --- -- ----------------------------------------------------- ---------- 1 , i i i o j CELLAR i I L--- ----}---------------------------- - _.---.----------------------------- ------------------------- - i 22-0" ---- -- I UJ 1 I � 1 1 I i WELL I I i 1 I I t I , 1 I , I , I N Issue Date: 11/30/2021 I I i I Revisions I 1 ; 12'-11" 9'-10" 6'_9" No. Date Description 4'-0" I 1 , I I � i 2 I ' 1 1 3 I �--- - --*--------------- — — --------------------- --------- ------ ----- SLAB ON GRADE I 13��^ I o UP I 16 RISERS 7. 6" i 11" RED 4 5 WOOD DECK ABOVE ; I; MECHANICAL ROOM I i I 1 I 7 1 1 I T-11" i I S ----------------------- ---------------------------- I F I ---10 -- Seal &Signature: " ' 9'-10 -9" I' n �1(� --------------- ------i--- ' ; � C d A /T I I 1'b 1 I ` 17� I t m ', WELL r I f I I I Title: CELLAR PLAN I I � t I 1 I 1 t I 1 I I 1 , Scale:AS NOTED ---------------------------------------------------------------- -------------------------------------------i Drawing No.: , I ----------------------------------------------------------------- 261-6 ---- A-100.00 CELLAR PLAN N SCALE: 1/4"=1'-0" Page No.: 2 OF 24 AKT ARCHITECTS architecture + interior design 342 Bowery#3 New York, NY 10012 T: 212.677.7077 66'-2" WOOD DECK `Q rn M T-7" 91-81, 3'_5" 13'-5" 2'_8" r NY L.L. 13 15,_2" 14 F1-51 16 17 1 g 0 cy) BATHR M 3'-2" 3'-6" 00 t° OFFICE I W 17 AREA=150SF 0O � z REQ.VENTILATION=7.5SF LQ 12 °' ACTUAL=20SF REQ.LIGHT=15SF U O ACTUAL=40SF `Q 0 0 N 4 MASTER BEDROOM Q AREA=530SFG/KITCHEN CO m N____-_-__ fD AREA=235SF r C REQ.VENTILATION=26.5SF j REQ.VENTILATION=11.75SF C ACTUAL=30SF DW j ACTUAL=31SF o REQ.LIGHT=53SF j REQ.LIGHT=23.5SF ACTUAL=60SF j =___----- ACTUAL=51SF Q 21'-6" W I I GARAGE I i � IR 3'�„ I `t iv ® _ -- — -- \ o PANTRY 4 Issue Date: 11/30/2021 24'-9" 2'_2" Revisions No. Date Description 0 4'-4" 9'-5" r', 1 16 IS RS 7.561, MASTER 2 12-8 8-0 UP 11" R AD BATHROOM N O N b 0 3 C7 V 4 —— ' TERRACE 10'-6" t O ENTRY 4 5 - ------------------------- - ---------------------- - ----- ----------- -- ----, 1'-1 v D 6 N 7 - ------------------ ---- 8 3'-0" - ------------7�"------------ ' I °° 3 � -- - --- -�'- ---- - ------- ----�'----- --- ---- -- ' EXHAUST Seal & Signature: W/D M 4 - ------------ -- -- 0 EQ. Q. ® --- - - BATHROOM -------------- ------ --------- --- - --------------- --- - -- EXHAUST i;:7f SQ FCC -- 75 �}� CIFM 4 i I c-) BATHROOM ' 6,-3„ .� --No. 171 , ,{O STUDY j = AREA=300SF REQ.VENTILATION=15SF Title: O4 N ACTUAL=66.5SF 1 ST FLOOR PLAN REQ.LIGHT=30SF O ACTUAL=66.5SF I I I ' � o Scale: AS NOTED LO 24'-10" LO Drawing No.: ------------------------------------------------------------------------------------------------------------------------------------------------------------------------ -----------------------------------------------------_- --- -------------- f 5-0" O 4'-0" O 4'-0" O A-101 .00 1ST FLOOR PLAN N SCALE: 1/4"=1'-0" Page No.: 3 OF 24 AKT ARCHITECTS architecture + interior design 342 Bowery#3 New York, NY 10012 r — --- - -------------------- T: 212.677.7077 1 � C'7 CSC Ile Q O W Q Z ~ z � O O Co W N Q I- U) Q W Issue Date: 11/30/2021 Revisions No. Date Description 1 2 EQ. CL 3 N Q O i>< ---- ``' 4 F2-0-1 5 16 RISERS 7. 6" DN 11" R D 6 BATHROOM 7 iD in 8 0 23 8 natuf Seal & Sige: Ic ci 1-1 -9^ � rMZI Ac{Jy. . 21 122 r- . C . / o �177 �Oa� BEDROOM BEDROOM AREA=153SF AREA=170SF REQ.VENTILATION=7.7SF REQ.VENTILATION=8.5SF ACTUAL=29.5SF ACTUAL=TBD REQ.LIGHT=15.3SF Title: r, REQ.LIGHT=I7SF ACTUAL=29.5SF ACTUAL=TBD 2ND FLOOR PLAN 11 14 I I I I Scale:AS NOTED q 4 11'-6" 12'-11" Drawing No.: �C p ------------------------------------------------------ F 8'-3- 12 T-8" 13 I 8'-3" 2ND FLOOR PLAN A-102.00 N SCALE: 1/4"=1'-0" Page No.: 4 OF 24 AKT ARCHITECTS architecture + interior design 342 Bowery#3 New York, NY 10012 T: 212.677.7077 i co I DOWNSPOUT GUTTER DOWNSPOUT �. O O O v�/J I.df W Z F— Z (n O 0 C) Qw N d 0 J v/ Q NOTES W 1.PROVIDE CATCH BASINS @ DOWNSPOUTS AS SHOWN 2. DOWNSPOUTS TO GO TO GROUND&CONNECT TO NEW DRYWELLE 3. NEW FLAT ROOF TO BE MEMBRANE ROOFING W/PITCH POCKETS 4.SLOPE FLAT ROOF TO DOWNSPOUTS VIF CONDITIONS Issue Date: 10/11/2021 Revisions I GUTTER DOWNSPOUT No. Date Description r 2 3 4 5 6 7 8 Seal & Si .titer;_, -- ------------ ,f � �R C � w 0 rA � gyp: i Title: ROOF PLAN Scale: AS NOTED Drawing No.: ®1 03.00 ROOF PLAN N SCALE: 1/4"=1'-0" Page No.: 5 OF 24 AKT ARCHITECTS architecture + interior design 342 Bowery#3 DOOR SCHEDULE WINDOW SCHEDULE New York, NY 10012 T: 212.677.7077 NO. TYPE SIZE WxHxTH VIF SADDLE HARDWARE NOTES NO. LOCATION SIZE WxH VIF TYPE MATERIAL CONFIGURATION NOTES/SPEC D1 A 3'-0"X T-0"X 1-3/4" TBD TBD ENTRY DOOR 1 CELLAR 4'-0"x 4'-0" A TBD CS TBD D2 A 3'-0"X T-0"X 1-3/4" TBD TBD GARAGE SIDE DOOR 2 CELLAR 4'-0"x 4'-0" A TBD CS TBD D3 A 2'-6"X T-0"X 1-3/4" TBD TBD CELLAR STAIR DOOR 3 ENTRY 6'-0"x 2'-0" B TBD AW ANDERSEN A61 D4 A 2'-6"X 7'-0"X 1-3/4" N/A TBD LAUNDRY CLOSET DOOR 4 STUDY 2'-8"x 4'-10" A TBD CS ANDERSEN CX15 D5 A 3'-0"X 7'-0"X 1-314" N/A TBD STUDY ROOM DOOR 5 STUDY 2'-8"x 4'-10" A TBD CS ANDERSEN CX15 Cy) D6 A 2'-6"X T-0"X 1-3/4" TBD TBD STUDY BATHROOM DOOR 6 STUDY 2'-8"x 4'-10" A TBD CS ANDERSEN CX15 co r D7 A 2'-6"X 7'-0"X 1-3/4" N/A TBD PANTRY DOOR 7 STUDY 2'-8"x 4'-10" A TBD CS ANDERSEN CX15 D8 A 3'-0"X T-0"X 1-3/4" N/A TBD MASTER BEDROOM DOOR 8 STUDY 2'-8"x 4'-10" A TBD CS ANDERSEN CX15 Q D9 A 3'-0"X 7'-0"X 1-3/4" TBD TBD MASTER BATHROOM DOOR 9 MASTER BATHROOM 5'-0"x 2'-0" B TBD AW ANDERSEN A51-TEMPERED GLAZING O D10 A 3'-0"X 7'-0"X 1-3/4" N/A TBD CELLAR MECHANICAL ROOM DOOR 10 MASTER BEDROOM 2'-8"x 4'-10" A TBD CS ANDERSEN CX15 O 11 BEDROOM 2'-8"x 2'-8" B TBD AW ANDERSEN AW81 12 BEDROOM T-0"x 4'-4" A TBD AW ANDERSEN CXW145-COMPLY /EGRESS REQ. w D12 A 2'-8"X 7'-0"X 1-3/4" TBD TBD OFFICE BATHROOM DOOR L.L z D13 A 2'-8"X T-0"X 1-3/4" TBD TBD OFFICE BATHROOM EXTERIOR DOOR 13 BEDROOM T-0"x 4'4" A TBD AW w ANDERSEN CXW145-COMP kN/- EGRESS 7?� - U) z8" B TBD AW 2' ANDERSEN AW81"' x -BEDROOM 2-8 D14 B 6'-0"X 7-0"X TBD TBD TBD OFFICE GLASS SLIDING DOOR 14 O 15 MASTER BATHROOM 5'-0"x 2'-0" B TBD AW ANDERSEN A51-TEMPERED GLAZING 0 D15 B 6'-0"X 7'-0"X TBD TBD TBD LIVING ROOM GLASS SLIDING DOOR co D16 B 6'-0"X 7'-0"X TBD TBD TBD LIVING ROOM GLASS SLIDING DOOR 16 STAIR 4'-0"x 4'-0" C TBD FX ANDERSEN P4545-TEMPERED GLAZING O Q D17 B 6'-0"X 7'-0"X TBD TBD TBD LIVING ROOM/KITCHEN GLASS SLIDING DOOR 17 OFFICE BATHROOM 2'-8"x 2'-8" B TBD AW ANDERSEN AW81-TEMPERED GLAZING N D18 B 6'-0"X T-0"X TBD TBD TBD MASTER BEDROOM GLASS SLIDING DOOR NOTES (n ALL WINDOW SIZES TO BE VERIFIED IN FIELD BY INSTALLER/CONTRACTOR. D19 C 17'-6"X 7'-3"X TBD N/A TBD AUTOMATED GARAGE DOOR w D20 A 2'-0"X T-0"X 1-3/4" N/A TBD 2ND FLOOR CLOSET DOOR D21 A 2'-6"X T-0"X 1-3/4" N/A TBD 2ND FLOOR BEDROOM DOOR D22 A 2'-6"X T-0"X 1-3/4" N/A TBD 2ND FLOOR BEDROOM DOOR D23 A 2'-4"X 7'-0"X 1-3/4" TBD TBD 2ND FLOOR BATHROOM DOOR RCSC�1@GEC [} Wi�f "�!/DrS!{ n "Z p� / Issue Date: 11/30/2021 0 s Revisions Compliance Certificate No. Date Description TYPE A TYPE 3 TYPE C CASEMENT AWNING WINDOW PICTURE WINDOW 1 WINDOW Project 2080 Stars Rd 2 �— Energy Code; 009 1 C 3 _-- Location; 'S ut t1, Nev.,York -- Construction Type: ingle-family 4 Project Tyi e: w Construction ' -------- Conditioned Fiocr Area 2, 0 ft2 5 Glazing Area 131Na TYPE A TYPE B TYPE C TYPE D TYPE E Climate Zone: 4 (55 HDD) 1%"SOLID CORE SLIDING GLASS DOOR AUTOMATED GARAGE DOOR POCKET DOOR W/ GLASS DOOR 6 Perm t Date: WOOD DOOR ON WOOD FRAME VISION PANEL Permit Number: 7 Construction Site: Owner/.gent: Designer/ContracLor; 2000 Scars Fd lz/x e 8 East Marion,NY 11919 Seal & Signature: j?w4 „e r :vx4 ,7 .,�,.. ... .« s+ x.•. 3-xx.«r,r:•• -; "ty' -,�, ..°C`""Y.-'C�" l�IA PI t_orr'0311t 29,4%Better Than Code S'anlrr^.fwrl,'f 750 YG v i2A, 535 >+j`��'T 0 `g0 T� rht 4.3ertrt a wo«e+Then rr,ir or^l ra 1,flr t;t,t,a tivsr to Lot,4,•+'rtC t,• hm.S!+�.hard afl CtMfr tr,t9r-qir i415.2. '4'/,.(a O Ir Lrn{S NOT p,-id»an est�rnatr o1 et�el s•e u5e or c;;r ret,te ve to a lor"ir•0"n•ode home, f ':;•,~ f t� DVO-dope Assembliin :��„�.as }'tie 3m ^ 2,-�� _ w - pl�b r.r., '""«,c• •y` !'y Ceiling 1:Fiat Ceiling or Scissor Tru,s 2,200 60.0 0.0 0.024 53 a 77' �OQ. VS'ali 1'.We d Hattie.16"o.c. 3.369 20.0 10,0 0.036 99 Window 1:Wood Framc.Double Pans-with Low-E. 228 0.270 62 Title: Door 1:Solid 193 0.260 48 Door 2.t'l*.s 208 0,270 Sca DOOR&WINDOW SCHEDULES Lasomont Wall 1, Sol d Convtete or riil:rs inry 1.725 0.0 10.0 0.058 100 RESCHECK CERTIFICATE 1 Jali he t,tat:8.0' Dt'pth l.elr>:(bade:7.5' Insulation denthv 8.0' Floor U All-Wcid joistfrruss:Over Unconditioned Space 1, ' 30.0 0.0 0.033 57 Floor 2;Slab-on-Grade.t)nheated 8f, 10.0 0,702 60 Scale: AS NOTED Insulation depth: 3.0' Compliance Statement, the proposed bui?dinq design described here is consistent with the bull ing plans.specifications,and other Drawing NO.: calcu!atiors st brr+trir tt w;tPt the pmmir arp!Fcatlon,The proposed building has been designed to et the m9 tF.cC requirements in RES&f ,ck Version 43.1 and is comply vviv)the mandatory requirem nts I,sted in the REScher:k In ection Checklist.taame r7nature A 4�.00 Prolcct T+tie:2080 Stars Rd Report date; 11J29;22 10 � Data filename.C.tUserslaktarchitects-02�Docur7ientstREScheck12080 STARS RD,rck Page 1 of 7 Page No.: 6 OF 24 AKT ARCHITECTS architecture + interior design 342 Bowery#3 New York, NY 10012 T: 212.677.7077 - ------------------------------------------------- -- - - --------------------------.----------------------------.- o 8"HORIZONTAL SIDING — - -- -- cn --------------------- - ---------------------------------- ------------------------------------------------------ --- --- .. ---------- -------------- -- ------ --------- ---- -------- - ---- -- _ o O ------- ----------— _ ----- ------------- -... ----- ----- ---- - — -------- --__.._ O GARAGE DOOR —_ - - -- ---------- - - ------------------------------ ----- --------------------------------------------------------------------I 1. FRONT ELEVATION-SOUTH SCALE: 1/4"=V-0" Issue Date: 11/30/2021 Revisions No. Date Description 1 2 3 ---- — — -- — ------ 4 - --- --- ---- 6 — — Seal &Signature: BATHROOM&DRYER EXHAUST GUTTER @ FASCIA ''�""�. - -- - - -- --------- -- - --------------- ------------- -- - ---- " 1C. If 1r - -- 1 �4- 7------------ --- - ------------ ih -- — — -- — — 8"HORIZONTAL SIDING ELEVATIONS - ----_—..----- -- ----- - WOOD DECK I ---, ; - - - Scale:AS NOTED CONNECT TO ; 1 � =________________= � i O DRYWELL O i 1 1 1 I I I 1 l i t i Drawing No.: 1 1 11 11 I 1 I I I I 11 � I EXTEND&DEPTH WELL TBD EXTEND&DEPTH WELL TBD I , ; , 1 I I 1 --------------------- f I __ ----------------- 1 1 1 1 I i I I 1 1 I I I I I I 1 I 2. SIDE ELEVATION-EAST 1 ' I I SCALE: 1/4"=V-0" A-2 0 0.0 0 I Page No.: 7 OF 24 AKT ARCHITECTS architecture + interior design 342 Bowery#3 New York, NY 10012 T: 212.677.7077 SLOPE OF GUTTER GUTTER @ FASCIA __-- -� E------ i e v ................................................_.......___..._...___}{ ...........,,..,._........................_......... ....................................................__........ s i E ............_........_........._....._...................._.... .. ........._..__.._,...., .. ,,............................................_....,....__•_.__.... _............................. .......... _...... '..___.____...__._......................___. ......_._,_,___,i e i._........_._.._..__.. .__.._._..__.._..,..._._..._.._1 1 _................._...._.._................. ! _ ...,__...__,......_..,....,......._.........................,.......,....,......_.._.... e ii ................___....._................_.. ,__...................._..............,...,.,.,..,,,.,,,,_,,.......,,_,_,. - - ............................................,.,,... ,. .. .,........_._....._ ............................................_._..,....,__,,.._,,.___..__...._...._.................................................._... ...__•__'�___.._...,,,,._,__•___._._...._..._.._.._...__„_...,..........,..........,.,..,...,.._.._,...,.,..__�____••___•_••__•____..........................,...,._.._..._—�______.....,.. .........._....._................._......................... ..._.........__.._.........._................._..........,........................_............................._.................._____...._...._............__........._....................................................._................................................................................................__. SLOPE OF GUTTER ................. GUTTER @FASCIA .........................- .,...__.._..._......._......_..............,.,.........................._............_..., _.,._.__.,...,_..,. .....__..................................._.._.....__..._.....__..........................._.................._....._.....,... I..1.. E __. Q E ' ,____.._...................._...................................................._................_...................._..__._............................................._............_..__...._,,,_,_....................................................................................................................................,,....................._.................................._......_..............................................._..._..........._._............_..._............_........_...._._.._._.................................................................................... ..........................._..._... ...................................................................................................................................................................................................................................................................._....................................._. E......................................._..........._._.....1, ............................. ..........,__,.........._..............................................................._.._.,..._._._..._.._...............................................................,......___. LU E ............................................ ..........................................._...__...._....... 18 7 0 __....._._.. ..,..,,,,._..._..........................................................................._............,........,.......__........._..... 17 16 15 �� 13 Q Z ............................................ _.. _.........................................._..._..__... ...._........._................................................................,..._._._.............................................. ...................,....,. .. _.......__..... ..................._.,.,.,.,,......_.,.,..._..___..._.,..__..._„_......................,...._..._..........._.. Z 3...................................................................... ... ............................... ........._........._ ..,.._.._.__........................................................ .........__...... ............................... ....... ............ ..................__...__.._,._.,._ ................... 8"HORIZONTAL SIDING .... O O ... ............................................... co of 3 LI ............._.. ................_........._.............. ................... N .......... . . ... ................. E ................................ .. i , ........... ............................. ......................._WOOD DECK. ............. ............................,................. .....,................... ..................................... x ; i i � W E- CONNECT TO DRYWELL --CONNECT 1. REAR ELEVATION-NORTH SCALE: 1/4"=1'-0" Issue Date: 10/11/2021 Revisions No. Date Description 1 2 .....: ::::':: , 3 i _< 4 i ..................... _ .......,.,.,............. 11 _...... 5 6 ....................... ... ........... 7 g ,i...................................._......_._............_..__................................... ... ... ................_._................_.....__..._........ GUTTER @FASCIA i Seal & Signature: ... .._._........_.._._ ___..___,,___,_,_,_.._._______ _...___.._..___. _.__......._._.........._. .._........_..._._..........._........_........................_..._._._........_...,_.._......_,.._..__...__....._...._...__..............._......_......._,............,....................................._.._._•_•_•____._...._._...._._,...__....__._.._..,._................_................._..........._.... ...... ......_ ..___...... ii...... ......._._._..,__ E N { O_._.,... .._..__.._.. _.,,. ._..,._,_..,_........... ...... .. _.._..._..._.............,.__.....................................,..,...........,..,....,.,.,.,...............,.,,.,,.....,...,,._..............,.,... ,,,,.,,_...,..„ .....,.....,.........,,.._......., _._............................... }_ 1 k' _._.... ,..,, _..__........ .............................................._,..,....,,. _._..... - .....,._------_-----......... _.. .... ......... .......... . ' _................__„_.._._.._,,.,.__...._....._..._... Title: __... __..__.,...._................. ......................................................__._ ...... _ . ...........,. .8"HORIZONTAL SIDING _......._.,_.,,,,,,,,,,,,,,,,,,_.,_..,.,....,,.......,.,.......__,.........,,,_______..... _ _.._......_,.,,._.._..._,......_..,,.,.,,,,.,,.,..,,,...,.,..,,................,...,.._ ELEVATIONS WOODDECK _._,...._...._........................_,,,,,,_.,___....._..._...... _ __....._........,.._..........,.....,_._._._....,,._,...,,...,,.__.,..._..__._._.._..,....._._ ,._..__.. ._....___...,............,..._....._ _._...,,,.,.._.........._..._. _..,,,.,,,.,.,......_. Scale: AS NOTED Drawing No.: 2. SIDE ELEVATION-WEST SCALE: 1/4"=1'-0" A-201 .00 Page No.: 8 OF 24 AKT ARCHITECTS architecture + interior design 342 Bowery#3 New York, NY 10012 T: 212.677.7077 — - - - - - --- -- !\ P A A � NAWMIM�� t\�JC` A-2 M �W�&Y �- rn Qz FINISH EXTERIOR TO OFFICE 8"HORIZONTAL O SIDING 0 0 - ------ - - - N Q ZIP SYSTEM FINISH GWB Q R-SHEATHING W/ ZIP SYSTEM TAPE INSULATION w INSTALLED OVER ------ — ALL PANEL SEAMS FINISH FLOOR Issue Date: 11/30/2021 -" ' Revisions JI No. Date Description l° FLOOR FRAMING II II �I I II II 1 FRONT TERRACE FRAMING ° J II II II 4 0 2 Cn I I 3 II 4 I. II ° 5 II d II d " 6 I I II Z ° o II , II I I II II e II V II II II �I Seal &Signature: 4 II 4 II° II ° II II SPRAY-ON INSULATION(TYP.) 41 `. 1C,y/T III CONCRETE FOUNDATION WALL ~ 3"CONCRETE SLAB W/COMPRESSIBLE FILLER i POLY VAPOR BARRIER 2"STYROFOAM INSULATION /17 .Q�[y,,� �6- '<i' -,t, '_F' i-?"-L}'+-�,.x.=+ii at{:.�;s:• `L -� '1:^ ; i _ 't .�11.411' wL .. i... µ'Lt ... :t t �•i j�LL µ�1TL- L 4 iLi.^Z1iii+r t.1 " < Title: °d DRAIN PIPE ON GRAVEL BED " "d SECTION AA a SECTION AA SCALE: 1/2"=V-0" Scale:AS NOTED Drawing No.: A-300.00 Page No.: 9 OF 24 AKT ARCHITECTS architecture + interior design 342 Bowery#3 New York, NY 10012 90 MIL. RUBBER MEMBRANE ROOF T: 212.677.7077 TAPERED RIGID INSULATION FLASHING l.__._._.._.......__._... ......._.. . ........._ _ .. ........_.._-............ .._..._...._. .... .. .. ... . T. .........................._......:._ ..1 Y � GUTTER <.. !'t e .E { } % i ' `�Y( t€i' t,f• �� 1f ..' t ` M FASCIA / t Vi V •:t,' :tYi �t�, :t�' ,t�, E I `Yt, qg t, :�; � ,yt'' ;j� `�I' ':i, i 1i ti f% !i ,`\ r /tt Jr, f`; ll � LL ROOF FRAMING W/ SPRAY-ON INSULATION `� Cn W ZIP SYSTEM R-SHEATHING W/ ZIP SYSTEM TAPE INSTALLED OVER ALL PANEL SEAMS (� 00 WALL FRAMING W/ SPRAY-ON INSULATION FINISH EXTERIOR SIDING __...:: _., Q Lij GARAGE DOOR Issue Date: 10/11/2021 1. ROOF & WALL DETAIL @ GARAGE Revisions SCALE: 1"=1'-0" No. Date Description 1 2 3 TAPERED RIGID INSULATION —� � 4 90 MIL. RUBBER MEMBRANE ROOF - --- --- -- CAP FLASHING 5 BASE FLASHING 6 FASCIA r_.. �.T - -- ----- ------- -- - —- GUTTER 8 i i a I i , Seal & Signature: 'v7 ,, t ROOF FRAMING W/ c;y SPRAY-ON INSULATION `��•� R�o �r f t ' �t -— ------------- ----------- �, 0/�� FINISH EXTERIOR SIDING ZIP SYSTEM R-SHEATHING W/ ZIP SYSTEM TAPE INSTALLED OVER ALL PANEL SEAMS ......;...a..,. Title: r WALL FRAMING W/ SPRAY-ON INSULATION DETAILS AIR & MOISTURE BARRIER VAPOR PERMIABLE Scale: AS NOTED SLIDING DOORS Drawing No.: 2. ROOF & WALL DETAIL @ REAR SCALE: 1"=1'-0" A IA 00® . Page No.: 11 OF 24 AKT ARCHITECTS architecture + interior design ------------------------------------------ 342 Bowery#3 New York, NY 10012 ----------- --- --------------------------------------- ------------------- T: 212.677.7077 ------------------------------------------------------------------------------------------------------------------------------------------------------------ ------------------ -------------------------------------------------- --------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------ --------- ------------------ ---------------------------------------------------------- i < ------------------------- ----------------------------------------------------- ------------------------------------- C/) Z ----------- I�A Z co L-------------------------------------------------------------------------------------------------------------------------- C) < �Jll LJ ------------------------------------------------------------------------------------------------------------ -------------- --------------------------------------------- Issue Date: 11/30/2021 Revisions i No. [Tate Description ------------------------------------------- ----------------------- ---------------------- CO/W ----------------------------------- =00 CONDENSER AC 4 A _�A 5 6 7 ------------- ---------------------------- ------------ -------- 8 ------------------------------------------------- Seal &Signature: ---------------- �'7U) ............................. !0' ; ------------------------------------------------------------------------------------------------- ------------- --------------------------------------------------------------------------------------------------------------------- N 17 -------- Title: CELLAR ELECTRICAL PLAN Scale: AS NOTED L--------------------------------------------------------------------------------------------------------------------- ------- Drawing No.. --------------------------------- ----------------------------------------------------------------------------------------------------------- CELLAR ELECTRICAL PLAN N E-1 00.00 SCALE: 1/4"=V-0" Page No.: 12 OF 24 AKT ARCHITECTS architecture + interior design 342 Bowery#3 New York, NY 10012 '---------- -----—--- -------- _---- — --- — T: 212.677.7077 i I I i M ----------------------------- ----- E — 3 � i O GFI O 4 O I � (RAJ I\ i � A i � 11HOOD W \ ------ I i w A Z O - o0I i i � GFI �,A O N r I , DW I NOTE 1.GARAGE LIGHTS TO HAVE MOTION DETECTOR OVERRIDE 2.PROVIDE CHARGER FOR ELECTRIC CAR _ i GFI j 1 I i I ' I REF SGCMD SGCMD �� I 1 O i (� __ �� Issue Date: 11/30/2021 Revisions 3 13 i GFI I — —.--J SGCMD A 1 No. Date Description ------------ 0 ,/ 1 ------ ' -- - 2 -- --------- 17 __- --- 3 -- -� - _ ilJ r___ _ _--_-_._-_____ ___ _ ____.___...____.__________ _ _____,___._____________._ CED6GRl A i \�� I , i HEAT —----- C_— ___________ i DETECTOR __ _________.__.. -- ------------------------ -- -`- A ---- ;---- --- - ------ ------,------ -------- -- Seal & Signature: I 1, __ _________ _ ___ _____________ _ .____--_--________-___-_____ ELEC t --------------- �—(T��y�) --�\1�� __ --_—.__ ✓,♦1 kn PANEL SGCMD "y ---v— — _�"• �d( y ' Lr � / �+ GFI YY Y 1 1{I l .i - ---------------- 77 I Title: - I i j - 'A- , ;( A 1ST FLOOR ELECTRICAL PLAN I 7 I I ------ , I Scale: AS NOTED I I Drawing No.: 1 I i I - -------- - -- ----------------------------------------------------- --------------------------------------..- -- - - - - -._._ - �- -- - - _ -----� 1._�- _---_�� N E-101 .00 1ST FLOOR ELECTRICAL PLAN SCALE: 1/4"=l'-0" Page No.: 13 OF 24 AKT ARCHITECTS architecture + interior design i 342 Bowery#3 New York, NY 10012 T: 212.677.7077 CM r Q O � W Q z z O O _ o N Q I- U) Q W Issue Date: 11/30/2021 Revisions No. Date Description I — I ---------- --� IL - �-� 3 - I ' 6 ' 7 �—� Ilia ScfcmD 1 8 I O � Seal &Signature: GM -- — - -- --- ----------- i - -- ----- - `� C hsOpTFO SGCMD SGCMD O O r �� I 1 1 ' A }1A Title: Y 1 2ND FLOOR ELECTRICAL 1 _ PLAN I I 1 1 1 1 i I Scale: AS NOTED Drawing No.: I I 1 1 ---------------------------------------- --------------------------------- - --- _-_ ��----- N E-102.00 2ND FLOOR ELECTRICAL PLAN SCALE: 1/4"=V-0" Page No.: 14 OF 24 AKT ARCHITECTS ---- r------, r ---- ----r ---- r-- - -, -----, ----, r- -----, architecture+ interior design 1 1 ' ---------------------------------' - ' ----------------------------- ' ' ------------- ------------- ------------------------' - ' I I g I _______________________________________________�_______r_______________ t_______.______ _______�__-___________________-_ ?______-T___________-_____________ r_______r_____________ r_______r______-________________________________ I I t I I 1 I I I I ' ------I L------J '-----� 342 Bowery#3 New York, NY 10012 T: 212.677.7077 I Z I I I I I I I DECK FRAMING:2 x 8 TYP. 7 - ; I ; I ; I j 102 102 S-202 S-202 , I I L-`------- ----------------------------------- ------------------------------------------- --------------------------------------------------------------------------------------------------------------- r----I T I 1 I I � I ------- -------- ---------------------L --------------------------------------- -------- --------- ------------------------------------------------------------------- ----------------------------- - -------------------------- ---- ----------------------------------------------------------------------------------;---, I I I a, ; I I I �� I �y I 103 0 I I S-203 0 I I I I 1 I , I I I 1 I I I ; ---;-------- ' v J 1 Q z I I 14"TJ1360 @ 16"O.C. I I I F— I U) z I I I I I ----------------------- ------------------------------------------------------- ----------------------------- ------ I O 0 1 M W O I 1 I I 104 14"CONCRETE FOUNDATION WALL S-203 101 14"TJ1360 @ 16"O.C. 14"TJ1360 @ 12"O.C. BELOW(4"SLAB SHELF,6"STEM&4" I S-202 TYP.@ KITCHEN JOISTS SHELF) I ; ;---------' W I ' I ; I 1 I 5"CONCRETE j SLAB-ON-GRADE @ GARAGE I 10"CONCRETE FOUNDATION WALL ' 6"STEM&4"JOIST SHELF TYP. 5-1/2"x 14"APB-TYP. 14"TJ1360 @ 16"O.C. I @ STAIR OPENING I I 202 I L____________________ Issue Date: 11/30/2021 1 , I _...------ ------------------------------------------------------- 14"TJ1360 @ 16"O.C. j STEP OF BOTTOM I � _ P.T.2 x 8 -201L I Revisions I ; FOOTING AS REQUIRED _— _________.___________ -- I No. Date Description 1 I I I a---- ----------- ------------------ ------------ — — 1 107 ' 1 I 10"CONCRETE FOUNDATION P.T.2 x 8 LEDGER S-204 2 �� I WALL BELOW - 3 I I I I 203 4 I I CONTINUOUS 2'-6"WIDE x 1'-0" -201 ; I THICK CONCRETE FOOTING 1 5 STEP OF BOTTOM P.T.2 x 8 P.T.2 x 8 I FOOTING AS REQUIRED i @ 16"O.C. LEDGER I L' I 105 106 1 � _------------------------- _ 7 I S-204 S-204 10"CONCRETE FOUNDATION WALL _ I HELD BELOW CONCRETE —�-- --- — I I SLAB-ON-GRADE ABOVE 8 IL_-_---__.--_ I 5-1/2"x 5-1/2"PSL POST ABOVE&BELOW W/SIMPSON BEGO � STAIR OPENING Seal & Signature: L--------------------------------------- --------------------------------------------------------------- ------ POST CAP&SIMPSON ABU66Z PCST BASE TO 24"x 24"x 12" CONCRETE FOOTING BELOW W/(3)#5 EACH WAY @ BOTTOM I I 1 ___________________________________________ __________________________________________---_-___---_-__---_-__-__-____-_J 5-1/2"x 14"APB-TYP.@ STAIR OPENING First Floor Framing Plan A Scale:1/4"=1'-0" nchor/Strap Schedule 14"TJ1360 @ 16"O.C. I i i I i * ,°b �• ,� " NOTES: Plan D 1 Description Simpson Connector Connection Descri �a es g S p P 1. Coordinate all dimensions with Architectural Drawings,and coordinate all work with Qi LSTA30 Rafter to rafter over ridge block(low roofs) Electrical,Mechanical,and Plumbing Drawings for floor and wall penetration requirements. ; Sa`., '• F Rafter or roof joist over double top plate at roof 2. Refer to S-200.00 for Structural Notes and Specifications. 2 H5 eave to stud or beam below(all raftersfjoists) 3. ■ Indicates post below Title: @ DSP All window and door posts to foundation wall Typical wood post shall be(3)-2x4/2x6 U.N.O. I 102 ; 102 All exterior headers to posts. If header z 8'-0" S-202 S-202 1ST FLOOR FRAMING PLAN ® LSTA18 provide one each side of post,each end of beam. ❑ Indicates post above. ; 1 I I I above&below.post t dicaes MSTA30 2nd Floor stud to 1st Floor stud @ 32"o.c. ® In P U210 4. Denotes 1 st Floor wall above.Refer to Architectural Drawings for layout. --------------------------------------------------------J I 6 (On skew&slope) Rafter to false valley,true valley,&hip , L--------------------------- 1 st Floor stud/rim board to foundation wall Denotes Basement walls below.Refer to Architectural Drawings for layout. I ; U SSP @32„o.c. Scale: AS NOTED 5. All steel beam to column connections shall be stacked,not framed. Top and bottom of all roof ridge posts and 08 LSTA 18 supporting 2nd Floor ceiling beams 6. All wood framingpermanently exposed to weather shall be pressure treated P.T. - I Drawing NO.: PY P P ( ) ----------- -------------- ------- - ------------------------------------------------------' "Note: Provide 5/8"0 x 1'-4"anchor bolts between sill plates&foundation wall at 36"max.-use Simpson BP 5/8-3 bearing plate @ each. 7. Provide 3 1/2"x 14"APB under all parallel partitions(non-bearing)above. NailingSchedule 103 8. Typical reinforcing in structural slab shall be epoxy coated#6 rebar @ 16"o.c.each way, 5-203 top and bottom. Glass Mat Typical 8d @ 6"o.c.@ Panel edge Stagger nails @ edge Sheathing 8d @ 12"o.c.@ Panel interior of adjacent panels 9. Typical joist framing shall be 14"TJ1360 @ 16"o.c.U.N.O. Within 3'-0" 8d @ 6"o.c.@ Panel edge 10. Provide full depth LSL blocking for all joists @ 8'-0"o.c.max.-see Detail 213/S2.3. of comers 8d @ 6"o.c.@ Panel interior 3/4"Plywood 8d @ 6"o.c.@ Panel edge Stagger nails @ edge 11. Provide web stiffeners on all TJI joists @ support locations. Roof Sheathing Typical 8d @ 6"o.c.@ Panel interior of adjacent panels O ■O O 12. Use joist hangers by Simpson or approved equal @ all flush framed connections. 13. E Denotes anchor/strap/connection by Simpson or approved equal.Refer to anchor/strap schedule for more Information. 14. Provide a minimum clearance of 2"between wood framing and all chimneyffireplaces. Page NO.: 15. Refer to details 203/S-201.00 and 204/S-201.00 for typical penetration details through steel beams. 16 OF 24 AKT ARCHITECTS architecture+ interior design 342 Bowery#3 New York, NY 10012 T: 212-677.7077 206 S-201 208 S-201 ------ -- ---- ---------- j— -- ---- 1 - - - - - --- ga 1 MMINI i ----- --- - ---- __ co s SEE NOTES FOR HEADER SIZE \ 1 1 I I 1 207 � _ S-204 f -� 14"TJ1360 @ 16"O.C. - �- r� n/ L 4 205 < ' O -- S-204 }. — 1 � I 1 I 1 205 14"TJ1360 @ 16"O.C. 14"TJ1360 @ 16"O.C. U S-204 W W 201 I S-201 Z U 0 14"TJ1360 @ 16"O.C. O I I - ;----- 1 0 I 1 0 13 207 I -- - S-204 - ------------- --------- --- -- W ----- ------------ -------------- 5-1/2"x 14"APB-TYP. 11-7/8"TJ1360 @ 16" S� I @ STAIR OPENING O.C.(FLUSH BOTTOM) 14"TJ1360 @ 16"O.C. Issue Date: 11/30/2021 Revisions " J1360 @ 16"O.0 I 202 l I -201 No. Date Description 205 S-204 --- - ------------------ ----- - - _ - - ----- - ------------- - 14"TJ1 60 @ 16" C 203 - \ -20 3 4 I � I ---- -- -- 17 -------- -- -- ---------------- ---------- - --- I -- ' -------- ----- 208 - ------ ---- I S-201 I -------_— -------------- /`�----- --------- --------------- - -- - -- 5-1/2"x 5-1/2"PSL POST BELOW W/SIMPSON BEGO POST CAP& SIMPSON ABU66Z POST BASE TO 24"x 24"x 12"CONCRETE `` Seal & Signature: FOOTING BELOW W/(3)#5 EACH WAY@ BOTTOM � Second Floor FramingS-204 Plan = -20 q T (1r T Anchor/Strap Schedule Scale:l/4"=1'-0" 5-1/2"x 14"APB-TYP.@STAIR OPENING L Plan Desig. Simpson Connector Connection Description NOTES: 1. Coordinate all dimensions with Architectural Drawings,and coordinate all work with Q1 LSTA30 Rafter to rafter over ridge block(low roofs) Electrical,Mechanical,and Plumbing Drawings for floor and wall penetration requirements. Q H5 Rafter or roof joist over double top plate at roof 2. Refer to S-200.00 for Structural Notes and Specifications. 14 TJ1360 @ 16"O. .0 eave to stud or beam below(all rafters�oists) " 0 DSP All window and door posts to foundation wall 3• ® Indicates post below 4'a 1 �O 1 �;� Typical wood post shall be(3)-2x4/2x6 U.N.O. S-204 C �c? °-�, ® All exterior headers to posts. If header 8'-0"LSTA18 provide one each side of post,each end of beam. ❑ Indicates post above. Q MSTA30 2nd Floor stud to 1 st Floor stud @ 32"o.c. Title: ® Indicates post above&below. u210 LOW ROOF&2ND FLOOR © (On skew&slope) Rafter to false valley,true valley,&hip 4• Denotes 1st Floor wall above.Refer to Architectural Drawings for layout. 7 SSP 1st Floor stud/rim board to foundation wall --------- Denotes Basement walls below.Refer to Architectural Drawings for layout. FRAMING PLAN @ 32 o.c. ® LSTA 18 Top and bottom of all roof ridge posts and 5. All steel beam to column connections shall be stacked,not framed. supporting 2nd Floor ceiling beams ote: Provide 5/8"0 x 1'-4"anchor bolts between sill plates&foundation - All wood framing permanently exposed to weather shall be pressure treated(P.T.) 'N 6. wall at 36"max.-use Simpson BP 5/8-3 bearing plate @ each. 7. Provide 3 1/2"x 14"APB under all parallel partitions(non-bearing)above. Scale: AS NOTED Nailing Schedule 8. Typical reinforcing in structural slab shall be epoxy coated#6 rebar @ 16"o.c.each way, top and bottom. Drawing No.: Glass Mat Typical 8d @ 6"o.c.@ Panel edge Stagger nails @ edge Sheathing 8d @ 12"o.c.@ Panel interior of adjacent panels 9. Typical Joist framing shall be 14"TJ1360 @ 16"o.c.U.N.O. Within 3'-0" 8d @ 6"o.c.@ Panel edge of corners 8d @ 6"o.c.@ Panel interior 10. Provide full depth LSL blocking for all joists @ 8'-0"O.C.max.-see Detail 213/S2.3. 3/4"Plywood Typical 8d @ 6"o.c.@ Panel edge Stagger nails @ edge 11. Provide web stiffeners on all TJI joists @ support locations. Roof Sheathing 8d @ 6"O.C.@ Panel interior of adjacent panels 12. Use joist hangers by Simpson or approved equal @ all flush framed connections. 13.S Denotes anchor/strap/connection by Simpson or approved equal.Refer to anchor/strap schedule for more information. 14. Provide a minimum clearance of 2"between wood framing and all chimney/fireplaces. S-1 O 2.O O 15. Refer to details 203/S2.2 and 204/S2.2 for typical penetration details through steel beams. 16. II =z Denotes Interior bearing wall below w/2x6 studs @ 16"o.c. Page No.: 17. Typical interior headers shall be 5-1/2"x 9-1/2"APB U.N.O. 17 OF 24 AKT ARCHITECTS architecture + interior design 342 Bowery#3 New York, NY 10012 T: 212.677.7077 M 0 � Q � 00 U W W Q Z ~ Z U) O ono — o � N Q U) Q W 302 304 S-205 S-205 Issue Date: 11/30/2021 -- Revisions - No. Date Description 1 ---- 2 3 4 5 - 6 14"TJ1360 @ 16"O.C. 7 -- - — ----------- Seal & Signature: ---- -- --- -- ---- i ;E- ARCM '' �RS�OTFO 301 - 201 S-205 S-201 7 High Roof Framing Plani Anchor/Strap Schedule Scale:1/4"=1'-0" NOTES: Plan Desig. Simpson Connector Connection Description ... �. . 1. Coordinate all dimensions with Architectural Drawings,and coordinate all work with l(a) 303 LSTA30 Rafter to rafter over ridge block(low roofs) Electrical,Mechanical,and Plumbing Drawings for floor and wall penetration requirements. 303 14"TJ 1360 @ 16"O.C. S-205 Q2 H5 Rafter or roof joist over double top plate at roof 2. Refer to S2.0 for Structural Notes and Specifications. S-205 Title: eave to stud or beam below(all raftersloists) Q3 DSP All window and door posts to foundation wall 3. Provide blocking for all roof rafters @ 10'-0"o.c.max. HIGH ROOF FRAMING PLAN ® All exterior headers to posts. If header z 8'-0" 4. a Indicates post below.Typical wood post shall be(3)-2x4/2x6 U.N.O.LSTA18 provide one each side of post,each end of beam. 5. Frame all chimney openings,skylights,and other roof openings with 3 1/2"wide APB 302 304 QS MSTA30 2nd Floor stud to 1 st Floor stud @ 32"o.c. of typical framing depth In that area,U.N.O. S-205 5-205 (On skewew&s © & lope) Rafter to false valley,true valley,&hip 6. Refer to Architectural Drawings for roof&ceiling elevations. Scale: AS NOTED a 7. Typical roof framing shall be 14"TJ1360 @ 16"o.c.U.N.O. -- 1st Floor stud/rim board to foundation wall --- Q ssP @32„ — --- — Drawing No.: Top and bottom of all roof ridge posts and 8. All wood posts shall be blocked continuous to 1st Floor structure unless supported by ® LSTA 18 supporting 2nd Floor ceiling beams a header or beam above the 1 st Floor. Provide lateral bracing for all steel posts in each direction @ ceiling level below. 'Note: Provide 5/8"0 x 1'-4"anchor bolts between sill plates&foundation wall at 36"max.-use Simpson BP 5/8-3 bearing plate @ each. 9. Q Denotes plan on Low Roof/1st Floor below-refer to Architectural Drawings for layout. Nailing Schedule 10. "APB"Denotes Anthony Power Beam as manufactured by Georgia Pacific. Glass Mat Typical 8d @ 6"o.c.@ Panel edge Stagger nails @ edge 1 t. Denotes anchor/strap connector by Simpson or approved equal.Refer to Sheathing 8d @ 12"o.c.@ Panel interior of adjacent panels anchor/strap schedule for more information. Within 3'-0" 8d @ 6"o.c.@ Panel edge of corners 8d @ 6"o.c.@ Panel interior 12. Typical interior and exterior headers shall be 5 1/2"x 9 1/2"APB U.N.O. F 14"Plywood T ical 8d @ 6"o.c.@ Panel edge Stag er nails @ edge S 103.00 oof Sheathing Typical 8d @ 6"o.c.@ Panel interior of adjacent panels Page No.: 18 OF 24 AKT ARCHITECTS Structural Notes: architecture + interior design General: 1. All work shall comply with The Building Code of New York State,latest edition,and all other 342 Bowery#3 applicable Local Codes and Regulations of Agencies having jurisdiction. 2'-0"-900 Hook-typ. 2'-0"-90°Hook-typ. New York, NY 10012 2. Work these drawings with the Specifications,the Architectural,Mechanical,Electrical, 30 B lam 30 Bar diam. T: 212.677.7077 Plumbing,Site Drawings,and all other related documents. Contractor shall coordinate all I ---- -- --- dimensions with Architectural drawings and shall verify all data on existing conditions prior to o commencement of work. _ 0 AT 3. Specific notes and details shall take precedence over General Notes and typical details. The - -� __ _ --_ Contractor shall refer to the Specifications for information not covered by these General R .' d ,• I ,-_.. ._____ -_ • Notes&Specifications. d:' a. d d , .�' d d'o. + ° .e' •d • a 4. The Contractor shall provide temporary erection bracing and/or shoring for all structural - �' T _ _ _ ,d• . Q' IN e work as required for structural stability during all phases of construction. d !• `'e a .d.d a J •m --, ~�• • • d! a y ,- - , 5. Contractor shall make special provisions and provide protection as required for cold or hot Hook-typ. ° weather concrete and masonry work,in conformance with the appropriate technical associations i e •: • � '• �\t --Cont.Water Stop V5 r . Loads: d ---Key U-bars sized and spaced to T 1. Floor load,snow load,and wind load have been analyzed in accordance with the ASCE-7. "d• Provide key match horiz.wall reinf. V' q 1"Deep control joint. + ( 0 deep, min Foundations: •". \ ) 1. All footings shall bear on minimum 4000 pounds per square foot virgin sand or approved 2"Clear(typ) • n• (2)-#5(add'I)for W>12" compacted fill. Contractor to verify soil bearing capacity prior to construction of footings. No a .. 2"Cove 4 footings are to be cast on uncontrolled fill,soil,organic material,frozen ground,mud,soft 0" `o �- --Dowels same size and (1)-#5(add'I)for W<12"-� clays or other objectionable or unapproved materials. spacing of horiz.wall bars. 2. Sub-base for slabs on grade to be 6"of compacted sand. Sand shall be placed on virgin 0 grade or approved compacted fill. 04 3. Base of footings exposed to weather or in unheated space shall be placed a minimum of d• d 3'-6" below grade. 4. Contractor shall take all necessary de-watering precautions to properly cast new footings in areas with high water table. 5. Reinforcing dowels between footing and foundation wall shall be tied in place prior to placing t S concrete(dowels shall not be"wet set"). Cast in Place Concrete: Corner Construction Joint Intersection End Q Z 1. All work shall comply with the requirements of the ACI Building Code,ACI 318,latest edition, L and The Building Code of New York State. f(/� 2. All concrete for cast in place work shall be stone concrete with a minimum 28 day compressive strength of 4,000 psi. Plan Details - Typical Concrete Wall 3. No admixtures shall be allowed without prior review and acceptance by the Architect or Engineer Scale:N.T.S. 15000 4. All requirements for batching,mixing,finishing,curing etc.shall be as per ACI 301. 5. All reinforcing steel shall conform to ASTM A615 Grade 60,except that reinforcing steel N welded directly to structural steel shall be ASTM A706. 6. All welded wire fabric shall conform to ASTM A-185. 7. All reinforcement shall be securely tied in place and adequately supported. All bars marked r f� "continuous"(cont.)shall be lapped 40 bar diameters unless otherwise noted. v, Wood Framing: 1. All lumber work and materials shall conform to the latest edition of the following W Specifications and the Building Code of New York State: 4"Slab on Grade with 1"Deep Saw Cut-fill Extend wire mesh a.American Institute of Timber Construction(AITC). 6x6 W4.Ox4.0 WWF with poured joint in.12"past joint b.National Forest Products Assoc."Design Specifications for Stress Grade Lumber". 1"below top filler.Wire mesh c.U.S.Dept.of Commerce Standard CS 253. does not cross joint d.American Plywood Association. 2. Lumber for all interior structural framing,Including roof framing,joists,posts,studs,sills,cap plates,wood bearing plates,and blocking,shall be surface dry and used at maximum 19% ' d ° ; moisture content with the following minimum base design values: •• d, Issue Date: 10/11/2021 Revisions Base Design Values for Visually Graded Dimension Lumber: - VI I ons 9 Y Bending: Fb= 850 psi 5:.`•'•r.i'?.? P No. Date Description Horizontal Shear: Fv= 95 psi P Comp.Perpendicular to Grain: Fc= 625 psi Comp.Parallel to Grain: Fc= 1,300 psi Modulus of Elasticity: E = 1,600,000 psi Vapor barn r Vapor barrier Vapor barrier Key 1 All values shall be adjusted with appropriate adjustment factors as per the per NDS Slab shall Lear on virgin 2 Supplement. Any lumber species may be used,subject to review and acceptance by the sand,or ba;kfill compacted Note: Control joint is to be cut Virgin sand or Engineer,if they meet the above minimum requirements. as described in Structural while concrete is still in its compacted backfill Notes and per ACI plastic state,maximum Should Cedar be used for exterior framing,western species should be used. recommencatons. - 8 hours after placement. 3 3. TJI Series: TJI joist sections shall be of the size and type specified the plans,as manufactured ��eal Slab Control Joint Construction Joint Truss Joist McMillan Ltd.,or equal. Flange members,weded members and adhesives shallll 4 conform to the provisions of CABO Report No.NER-200. Coordinate bridging and stiffener - --------- requirements with TJI manufacturer. 5 4. Plywood: Subfloor shall consist of 3/4"Exposure 1 Grade plywood,glued and screwed to joists.Exterior Details - Typical Slab-on-Grade wall sheathing shall consist of 3/4"Exposure 1 Grade plywood fastened to wall studs with Bid ---- yp ---- - - - - 151 6 nails at 6"o.c.max. Scala:N.T.S. 5. Laminated Veneer Lumber: Laminated Veneer Lumber(LVL)sections shall be"MICROLAM®"or"PARALLAM®" as manufactured by Truss Joist MacMillan,Ltd.,or equal,with the following minimum properties: Fb=2865 psi, Fc=750 psi,Fv=285 psi, E=2,000,000 psi. 8 Multiple sections shall be fastened together with a minimum of two rows of 16d nails at 12"o.c.,and as recommended by the manufacturer. Seal & Signature: 6. All bearing stud walls shall have crosskats at mid-height or 4'-6"o.c.minimum. � (.7D A C/ 7. Use double members at all jambs and heads of all openings. Use double joists(min.)below all non-bearing stud walls parallel to spans and provide solid blocking between joists below all (i OVA non-bearing stud walls perpendicular to joist spans. Use double sills and cap plates for all bearing walls. d 4 Structural Steel: j : 1. All structural steel shall conform to the requirements of the AISC"Specifications for Structural i Steel for Buildings"-Latest Edition and all current supplements. For other Code and 1( _ Specification requirements,see the Contract Specifications. 9° Min. / 2. All welding work shall conform to the American Welding Society Code AWS D1.1. All welding -2"Clear i work shall be done by AWS certified welders. Field welding shall be done by the manual shielded metal arc welding method. Additional bars to match size and .d• •'-d •. �4v'� -- �, spacing of ftg.reins.-typ. d �, •• ,_�lv,r ' 3. All steel shapes,plates,bars,rods,and anchor bolts,shall conform to ASTM A36,or A992 LOAD SCHEDULE(PSF) - -for all C-channels&W-shapes. 4. All steel pipes shall conform to ASTM A53;steel tubes shall conform to ASTM A500,Grade B. d Title: Floor Loads Roof Loads 5. All bolts shall be 314"diameter ASTM A325 bolts in bearing type connections,unless •°• ,•d otherwise noted specifically on the drawings. Provide a minimum of two bolts per connection. .+ STRUCTUAL NOTES Dead Load 30 20 '• LOAD SCHEDULE 6. All welding electrodes shall be E70XX,low hydrogen. See typical wall • . STRUCTURAL DETAILS reinf. 7. Where a weld is required,and no weld is shown on the drawings,provide a 1/4"fillet weld all Live Load qp 20 fig. • around,unless a larger weld size is required as a minimum weld size by AISC. 8. All groove welds shall be AWS pre-qualified complete joint penetration groove welds, Snow Load Ground Snow Load=20 psf+drift , unless noted otherwise on the drawings. Scale: AS NOTED 9. The contractor shall submit shop drawings of the steel to the Architect or Engineer for his Enclosure Classification:Enclosed' d review,prior to fabrication. A minimum of four(4)prints shall be submitted. 10. All steel shall be cleaned as per SSPC SP2 Hand Tool Cleaning,or SSPC SP3 Power Tool Wind Load Exposure(Category II):C 3"Clear Drawing No.: Cleaning and be painted with a zinc-rich primer(red or brown one coat shop paint). A finish it coat shall be applied-coordinated with the Architect and Engineer,and shall be weather - typ. resistant as required for long periods of exposure during construction or permanent exposure Wind Speed:130 mph to weather. All connections shall be painted after installation. Backfill: Seismic Site Designation: Class "E" Site Coefficients: F. = 2.5 1. All fill shall be placed in eight to twelve inch loose lifts(maximum)compacted with vibratory F - 3.5 rollers. Fill material shall be tested by modified proctor density method(ASTM D1557-78)and Sos = 0.229g must quality as select,with less than 10%passing through the No.200 sieve. Soil shall be SDI = 0.123g Detail - Typical cal Stepped Footing placed with moisture content and energy to provide 92%of maximum dry density. In place yp pp g density tests shall be taken for each 500 s.f.in each lift. For acceptance of soil,average of Scale:N.T.S. density tests must exceed the specified compaction. No tests shall be permitted to fall below _ 87%compaction. Impact resistant glass not required. In the event of glass breakage,building remains within the enclosed guidelines. Page No.: 19 OF 24 Finish per Architect Floor finish per Architect Floor finish per Architect AKT ARCHITECTS 3/4"Exposure 1 Grade architecture +interior design plywood sub-fioor 3/4"Exposure 1 Grade 3/4"Exposure 1 Grade plywood sub-floor Typical floor joist- 342 Bowe #3 plywood sub-floor see plan for size Bowery New York, NY 10012 T:212.677.7077 See plan for joist size and spacing Floor joist-see plan for Web stiffener spacing&size Web stiffener each side each side Joist hanger by Simpson Web stiffener each side or approved equal M Fulldepth LSL blocking Fulldepth LSL Finish per Architect @ 10'-0"o.c'max. blocking(2)-bays Wood beam-see APB,or sawn each way @ 48"o.c. plan for size be m(see plan for size) lumber Y Section - TJI Joist Blocking201 Section - Typical Flush Framed Wood Beare 202 Section - Typical Flush Framed Wood Beam 203 Q Scale:1'-V-0" Scale:N.T.S. Scale:N.T.S. ON O 00-00 VNNJ L.L_ W Q Z 2x6 @ 16"o.c.typ.ext.wall Finish per Finish per 2x6 @ 16 o.c. C() Architect Architect Typical ext.wall �/ Bottom plate 3/4"Exposure 1 Grade 3/4"Exposure 1 Grade O Simon MSTA 30 Simpson MSTA 30 plywood sheathlnn strap see schedule strap-see schedule forspacing plywood sheathing N for spacing 3M"Exposure 1 ade O < plywood sub-floor N 3/4"Exposure 1 Grade plywood sub-floor CS18 strap 3/4"Plywood Web stiffeners each side Web stiffener each side @ 32"o.c. sub-floor (36"long) Floor framing beyond(not shown for clarity) Q W Double top plate Refer to plan for header size Bottom nailer as required Simpson Full TJlfloor' ists-see plan blocking Issue Date:10/11/2021 LSTA18 strap for size and spacing bbckinp 2 -b Typical wag each way @ 48"o.c. Revisions Header post studs Double 2x6 top plate 8'-0"Max Double 2x6 top plate TJI floor joists-see plan No. Date Description Continuous 1 1/4"LSL rimboard+ for size and spacing 1 3/4"LVL blocking Continuous 1 1/4"LSL rimboard+ 1 1 314"LVL blocking Note: Where header 2x6 @ 16"o.c. 2 greater than 8'-0"long use strap each side of posts(4 2x8 @ 16 o.c. total per header). 3 4 Elevation - Typical 1 st Floor Header To Post Stra in 204 Section - Typical Exterior Wall 205 Section - Typical Exterior Wall 206 5 Scale:3/4"=V-17 Where Required/View From Exterior Scale:N.T.S. Joists Perpendicular Scale:N.T.S. Joists Parallel 6 7 8 Finish per Architect Seal&Sign Finish per Architect -� � ARF, 6 Studs .c.with 3/4" 2x OgS�Q �� Exposure t Grade plywood Finish per 2x6 @ 16'o.c. sheathing on exterior face Architect Typical ext.wall S y tt Simpson MSTA36- Simpson MSTA 30 3/4"Exposure 1 Grade - see schedule for strap-see schedule plywood sheathing # ( spacing strap spacing 3/4"Exposure 1 Grade ( plywood subfloor 3/4"Exposure 1 Grade plywood sub-floor 0- Web stiffener each side Title: STRUCTURAL DETAILS See plan for joist size and spacing Full depth LSL Scale: AS NOTED Web stiffener @ blocking(2)-bays each joist each way @ 48"o c. Continuous 1 1/4"LSL rimboard+ Double 2x6 top plate TJI floor joists-see plan Drawing No.: 1 3/4"LVL blocking for size and spacing Wood beam-see plan Continuous 1 114"LSL rimboard for size and location Glazhg per Architect Glazing per +1 3/4'LVL Architect APB header-see plan notes for additional information Section S'2 0 1 .o 207 Section - Typical Exterior Wall 208 Scale:1"=1'-0" Scale:N.T.S. Joists Parallel Page No.: 20 OF 24 AKT ARCHITECTS architecture+ interior design 342 Bowery#3 New York, NY 10012 Coordinate finish T:212.677.7077 requirements with Architect I Dbl.2x6 P.T.sill plate with Coordinate finish —Dbl.2x6 P.T.sill plate with 5/8"0 x V-4"anchor bolts @ requirements with Architect 5/8"0 x V-4"anchor bolts @ 2x6 Co) 16"o.c.with 5/8" each end each opening and I I each end each opening and Exposure 1 Grade plywood I 3'-6"o.c.max. Use Simpson 2x6 @ 16"o.c.with 5/8" 3'-6"o.c.max. Use Simpson sheathing on exterior face i I BP 518-3 bearing plate Exposure 1 Grade plywood I BP 5/8-3 bearing plate Simpson SSP strap-see sheathing on exterior face schedule for spacing i 1 1/4"LSL Rimboard+ (2)-#4 Continuous continuous LVL in stem I TJI Rimjolst I I Simpson SSP strap-see TJI blocking Compressible filler 3/4" Exposure 1 Grade schedule for spacing I Web stiffener each side See plan notes and typical ( I plywood sub-floor details for slab-on-grade ! ! 3/4"Exposure 1 Grade construction ( Web stiffener each side (2)-#4 Continuous I I plywood sub-floor in stem 311 Grade elevation varies �.• • e x x x x S `' • - • ° � ' ..,.__ - III-III, CO d �6"Min. Block solid between joists I TJI joist-see plan for @ 32"o.c.-(2)joist bays size and spacing < z Continuous#4 i =Oil ! I TJI joist-see plan for I Provide 10d Wait @ 8"o.c.- size and spacing #4 @ 12"o•c• I TJI to 2x4 sill I 10"Concrete foundation wall I P.T.2x4 sill fastened with Hilti PAF @ 16"o.c. lear (6"stem+4"joist shelf) I o 10"Concrete foundation wall lear (4"slab shelf+6"stem) d Finish per Architect a Finish per Architect Q W #5 Bar @ 16"o.c. I - each way "1I I #5 Bar @ 16"o.c.each way L #5 Dowels @ 16"o.c.- I Compressible filler d I Compressible filler #5 Dowels @ 16"O.C.- extend 3'-0"into stem See plan notes and typical extend 3'-0"into stem i See plan notes and typical Issue Date:10/11/2021 (alternate hooks) A I details for slab-on-grade (alternate hooks) details for slab-on-grade • construction d construction Revisions j- No. Date Description x • • x • ° a 4 e I li 111' d 'd . ' 1 3 Vapor° p barrier Vapor barrier 4 Base min.48"below (4)-#5 Continuous Base min.48"below b (4)-#5 Continuous 5 finished grade 2'-0 finished grade � 2'-6" #5 @ 12"o.c. #5 @ 12"o.c. 6 7 8 Seal&Signature: Section Section -0 101 Scale:3/4 —1 Scale:3/4"=V-0" 102 `�� NORg OTf � Title: STRUCTUAL NOTES LOAD SCHEDULE STRUCTURAL DETAILS Scale:AS NOTED Drawing No.: S-202■00 Page No.: 21 OF 24 AKT ARCHITECTS architecture+ interior design 342 Bowery#3 Coordinate finish I Dbl.2x6 P.T.sill plate with New York, NY 10012 requirements with Architect— --I 5/8"0 x V-4"anchor bolts @ Coordinate finish T:212.677.7077 each end each opening and 2x6 @ 16"o.c.with 5/8" I 3' "5/8 -6"o.c.max. Use Simpson requirements with Architect 2x6 P.T.sill plate with Exposure 1 Grade plywood I BP 5/83 bearing plate 2x6 @ 16"o.c.with 5/8" each end each opening and I each 0 x 1 anchor bolts @ sheathing on exterior face Exposure 1 Grade plywoodmax. Use i sheathing on exterior face I BP 5/8 3 bearing platempson 1 Simpson SSP strap-see i TJI rimjoist schedule for spacing Simpson SSP strap-see I (2)-#4 Continuous schedule for spacing I I 3/4"Exposure 1 Grade in stem plywood sub-floor TJI blocking Compressible filler I, 0) (2)-#4 Continuous I J Web stiffener each side I Web stiffener each side M in stem + See plan notes and typical —— details for slab-on-grade 3/4"Exposure 1 Grade construction ( plywood sub-floor Grade elevation - r varies —— 0Ise r: X. Y�x 6"Min. —— ° ._ _ ___- _ -_— a • • Block solid between joists r (n > @ 32"o.c.-(2)joist baysjJ --IIII--- III' C , oist-see #4 @ 12"o.c. ( size and spacing n for =1' sizTile ands acloist-see nlan for z 10"Concrete foundation wall y Provide 10d nail @ 8"o.c.- Continuous#4 i;, + Provide 10d nail @ 8"o.c.- (n z (6"stem+4"joist shelf) TJI to 2x4 sill ° I TJI to 2x4 sill O ""- P.T.2x4 sill fastened with • '. P.T.2x4 sill fastened with tear Hifti PAF @ 16"o.c. Hllti PAF @ 16"o.c. 0o 14 Concrete foundation wall ° tear O (4"slab shelf+6"stem III ;� +4"joist shelf) N Finish per Architect Finish per Architect Q • I W #5 Bar @ 16"o.c.each way Compressible filler way @ 16"o.c.each — #5 Dowels @ 16 o.c.- y extend 3'-0"into stem ° See plan notes and typical (alternate hooks) I details for slab-on-grade #5 Dowels @ 16"o.c.- • I Compressible filler Issue Date:10/11/2021 - construction extend 3'-0"into stem See plan notes_ (alternate hooks) ,° ( details for slab-one typical e Revisions Y•-Y x4-x K x-•-•x Y-x construction No. Date Description a ° � ° • , `. III=�� c • °° ° •° ° • ° 1 -IIII- i, -- : u u —� u ° e • ° 2 ° Vapor barrier -III IIII_ II-IIII=-� 3 _- _ Bashed grade 46"below 2'-6 (4)-#5 Continuousfini ° °.III Vapor barrier 4 #5 @ 12"o.c. Base min.48"below (4)-#5 Continuous 5 finished grade 2'-10" 41 #5 @ 12"o.c. 6 7 8 Section Section Seal&Sign@ ,.,ire: Scale:3/4"=V-0" 103 Scale:3/4"-V-0" 104 ED y�r r o 17! e. Title: STRUCTURAL DETAILS Scale:AS NOTED Drawing No.: S-203.00 Page No.: 22OF24 AKT ARCHITECTS Finish per Architect architecture + interior design 2x6 @ 16"o.c.with 5/8" Exposure 1 Grade plywood f j Dbl.2x6 P.T.sill plate with 342 Bowery#3Y sheathing on exterior face 5/8"0 x 1 @ New'-4"anchor bolts York, , NY 10012 each end each opening and T:212.677.7077 Simpson SSP strap-see 3'-6"o.c.max. Use Simpson schedule for spacing I BP 5/8"Bearing plate Coordinate finish I Compressible filler requirements with Architect Additional(2)-#4 I See Ian notes and typical continuous details for slab-on-grade Grade elevation construction varies M- 1111 - ,I- 11J1111 ° . ° 6"Min. 1 r r q - Vi,l—illl--� 10"Concrete Continuous#4 Q O foundation wall Q #5 Bar @ 16"o.c. U #5 Dowels @ 16"o.c.- each way W extend T-0"into stem (alternate hooks) C/�^/ z _/ .q ° ' • w °'• q O Q (3)-#5 Continuous Coordinate finish fV requirements with Architect.- —Dbl.2x6 P.T.sill plate with 5/8"0 x V-4"anchor bolts @ 2x6 @ 16"o.c.with 3/4" I each end each opening and Base min.48"below —�'=� Exposure 1 Grade plywood I 3'-6"o.c.max. Use Simpson p (�finished grade 3"Clear-typ. #4 @ 12"o.c. sheathing on exterior face BP 5/8-0 bearing I g plate 2'-6" Simpson SSP strap-see Q 'off schedule for spacing I W 2x Decking,refer to ! 1 1/4"LVL rim joist Architectural Drawings i +LVL blocking for additional information I Web stiffener each side "— P.T.2x ledger with Simpson Section SDWS 2240ODB screws 3/4" Exposure 1 Grade @ 12"o.c.staggered plywood sub-floor Issue Date:10/11/2021 Scale.3/4 _1-0 105 P.T.2x deck -joists 1 1.. Revisions see plan for size and spacing No. Date Description I� 2 i ... 3 fGrade elevation TJf Dist-see f Finish per Architect ! varies J pan for 4 size and spacing Typical wall ° I P.T.2x6 sill fastened with with 1 Bent steel plate @ 16"o.c.0 x 4"welded construction beyond i i Simpson DTT1Z Hilti PAF @ 16"o.c. 5 studs @ wit tension tie 4'-0"o.c. • #4 Continuous max.or four(4) "Min. ,; I 6 Coordinate driveway I ( locations per deck lear construction with Architect See plan notes and typical per elevation 7 details for slab-on-grade construction Simpson galvanized 8 Slop LUS26 hangers Seal&Signature: Finish per Architect#5 @ 12"o.c.Each way 12"Long#5 smooth _ = 10"Concrete foundation wall t ' I dowels @ 16"o.c.set with . , •• I ^r ,(* t` Hilti HIT-HY 200 epoxy(6" embedment) 'Q #5 Dowels @ 12"o.c.- Compressible filler 10"Concrete extend 2'-0"into stem 4"Slab-on-grade rode on 0 17�•" foundation wall (alternate hooks) I 6 clean sand QE�J #5 @ 16 o.c.Each •,ar--`�� way,each face #5 Dowels @ 16"o.c.- _ Title: extend 3'-0"into stem ° (alternate hooks) Y Y Y STRUCTURAL;:: - _ DETAILS - F� • •' Vapor barrier a (3)-#5 Continuous Scale: AS NOTED Base min.4'-0"below _=- finished grade Drawing No.: Base min.48"below — � finished grade 3"Clear-typ. #4 @ 12"o.c. (4)-#5 Continuous #5 @ 12"o.c. 21-611 -4 Section Section Scale:3/4"=V-0" 106 S-2 O 4■O O Scale:3/4"=1'-0" 107 Page No.: 23 of 24 AKT ARCHITECTS architecture + interior design Double 2x6 top plate Double 2x6 top plate Double 2x6 top plate 342 Bowery#3 p per Finish per Architect New York, NY 10012 Finish per Architect Finish r Architect— 2x6 Sole plate 2x6 Sole plate 2x6 Sole plate T: 212.677.7077 3/4"Exposure 1 Grade 3/4"Exposure 1 Grade 314"Exposure 1 Grade plywood sheathing plywood sheathing plywood sheathing 2x6 Studs @ 16"o.c.with 5/8" 2x6 Studs @ 16"o.c.with 5/8• 2x6 Studs @ 16"o.c.with 5/8" Exposure 1 Grade plywood Exposure 1 Grade plywood Exposure 1 Grade plywood sheathing on each face I sheathing on each face sheathing on each face Continuous 1 1/4'LSL Continuous 1 1/4'LSL rimboad+1 3/4"LVL blocking rimhoad+1 3/4"LVL rr1mboa d+1 3/4"LVL blocking b Simpson MSTA 30 J Simpson MSTA 30 Simpson MSTA 30 +, strap-see schedule strap-see schedule i strap-see schedule for spacing yI for spacing 1 for spacing (Y� r Web stiffener I Web stiffener I Web stiffener APB header-see plan f each sid I each side each ski i for size&location Double 2x6 top plate Double 2x6 top plate Ile TJI roof joists-see plan TJI roof joists-see plan TJI roof joists-see plan for size and spacing I I for size and spacing I I for size and spacing 2x6 Studs @ 16"o.c,with 518" ( 2x6 Studs @ 16"o.c.with 5/8' O O Simpson H5 @ each Exposure 1 Grade plywood LSL blocking @ 32'o.c. Exposure 1 Grade plywood Simpson ff5 @ each roof joist sheathing on exterior face (fill(2)-joist bays) sheathing on exterior face roof joist Window per Architect I 0/( I I Double 2x6 top plate T�`1L� Q Z ~ Z o0 °O 0C oQ N Section - Roof Joist (Perpendicular) 301 Section - Roof Joist Parallel 302 Section - Roof Joist Parallel 303 Scale:1 =1'-0" Scale:1 =V-0" Scale:1 =V-0" 'I'�^ VJ Q W Double 2x6 top plate Finish per Architect Issue Date:10/11/2021 2x6 Sole plate Revisions 3/4"Exposure 1 Grade No. Date Description plywood sheathing 2x6 Studs 0 16"o.c.with 5/8' 1 i Exposure 1 Grade plywood sheathing on each face 2 Continuous 1 1/4'LSL dmboard+1 3/4"LVL 3 Simpson MSTA 30 4 i strap-see schedule for spacing 5 Web stiffener APB header-see plan 6 each side i for size 8 location 7 TJI roof joists-see plan r size and spacing 8 LSL blocking @ 32'o.c. Seal&Signat (till(2)-joist bays) Window per Architect Double 2x6 top plates 17 ~ li Section - Roof Joist (Perpendicular) 3p4 Title: Scale:1'=1'-0" STRUCTURAL DETAILS Scale:AS NOTED Drawing No.: S-205.00 Page No.: 24 OF 24