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HomeMy WebLinkAbout49041-Z of solo/ Town of Southold * * P.O. Box 1179 io 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45815 Date: 12/10/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 610 Wildberry Ln Southold, NY 11971 Sec/Block/Lot: 51.-3-12.10 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 02/21/2023 Pursuant to which Building Permit No. 49041 and dated: 03/20/2023 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 finished basement, covered front entry, rear deck, rear covered deck, rear screened porch and attached garage as applied for. The certificate is issued to: Twin Barns LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22-2030 9/16/2024 ELECTRICAL CERTIFICATE: 49041 10/02/2024 PLUMBERS CERTIFICATION: James Hannow 04/22/2024 A tho ize S ature �g11FFD(� TOWN OF SOUTHOLD BUILDING DEPARTMENT _ TOWN CLERK'S OFFICE o • 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#: 49041 Date: 3/20/2023 Permission is hereby granted to: Beta II LLC 230 E 85th St New York, NY 10028 To: Construct new single family dwelling on vacant land as applied for, with SCHD approval. At premises located at: 610 Wildberry Ln, Southold SCTM #473889 Sec/Block/Lot# 51.-3-12.10 Pursuant to application dated 2/21/2023 and approved by the Building Inspector.- To expire on 9/18/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2;934.00 CO-NEW DWELLING $50.00 Total: $2,984.00 Building Inspector spFFQ TOWN OF SOUTHOLD �y BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • 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#: 48842 Date: 2/1/2023 Permission is hereby granted to: Beta II LLC 230 E 85th St New York, NY 10028 To: electric At premises located at: 610 Wildberry Ln, Southold SCTM #473889 �p Ll Sec/Block/Lot# 51.-3-12.10 Pursuant to application dated 2/1/2023 and approved by the Building Inspector. To expire on 8/2/2024. Fees: ELECTRIC $85.00 Total: $85.00 Building Inspector o��oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 1 1 97 1-0959 �� • �o sean.devlina-town.southold.ny.us �'y�OUNTY,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Beta 11 LLC Address: 610 Wildberry Ln city:Southold st: NY zip: 11971 Building Permit#: 49041 Section: 51 Block: 3 Lot: 12.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Prime Electric license No: 52402ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 125 Ceiling Fixtures 21, Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 15 Wall Fixtures 1$ Smoke Detectors 5 Main Panel 200X2 A/C Condenser 4 Single Recpt Recessed Fixtures 160 CO Detectors 8 Sub Panel A/C Blower 4 Range Recpt Gas Ceiling Fan 2 Combo Smoke/CO Transfer Switch 400A UC Lights 4 Dryer Recpt 3QAX2 Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures 11 Sump Pump Other Equipment: (2)Fridges, Mini Fridge, Oven, (2) DW, Micro, (2)W/D, (2) ERV, Hood, DeHumidifier, 400A Service w/ (2) 200A Panels Notes: Two Story w/ Finished Basement Inspector Signature: Date: October 2, 2024 610WildberryHouseElectric i Town Hall Annexe Telephone(631)765-1802 54375 Main Road tax(631)765-9502 P.O.Box 1179 � , Southold,NY 11971-0959 lei BUILDING DEPARTMENT TOWN OF SOUTHOLD i i i CERTIFICATION. Date: 9116124.. Building-Permit No. 49041 Owner: Hal Coopersmith (Please print) Plumber:-J.w�v (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this 0 day of 20 y DANIELLE HARRIS NOTARY PUBLIC STATE OF NEW YORK SUFFOLK COUNTY LIC.#01 HA6208645 COMM. EXP.JULY 6,20-'g>--5 Notary Public, trnty o�oS�fFot,�oo Town Hall Annex �� Gym Telephone(631) 765-1802 54375 Main Road .t P.O. Box 1179 y 2 Southold, NY 11971-0959 • BUILDING DEPARTMENT TOWN OF SOUTHOLD AFFIDAVIT Date: 2 oZ Building Permit No. 311 Owner: 610 � (Please print) -^ Plumber: V Av+tc.S H LA,3 a-)WVA y7 V L`f (Name & License# [Please print]) I certify that the gas lines were set to a pressure of 5 on !Y/Z z/L (gauge psi) (date &time) And further certify the lines have been holding a consistent pressure of for a duration (psi) of z 144ru� (timeframe) (Plumbers Signature) 1 pF SO!/T�,o! Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlina-town.southold.ny.us Southold,NY 11971-0959 OIyCCU�e�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Beta 11 LLC Address: 610 Wildberry Ln city:Southold st: NY zip: 11971 Building Permit* 48842 Section: 51 Block: - 3 Lot: 12.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Prime Electric Inc License No: 52402ME SITE DETAILS Office Use Only Residential X Indoor Basement Service X Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: Temp Construction Panel Inspector Signature: Date: April 18, 2023 S.Devlin-Cert Electrical Compliance Form ALBERT J. KRUPSKI,JR. t%"p�Q �OG'Zr MICHAEL M. COLLINS, P.E. SUPERVISOR ��'; TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD !�y Z TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 Fax. (631)-765—9015 Alii=llAf:L,C01a_I\5'ii I,v1j OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Heather Lanza October 30, 2024 Planning Director ;5Vt3'+ Southold Town Planning Department ?l H L .M T 54375 Main Road Southold, New York 11971 RECEIVED Re: 610 Wildberry Lane OCT 3 0 2024 SCTM #: 1000—51. —03— 12.10 SWt o d Town Planning Board Dear Ms. Lanza: The residence under construction at 610 Wildberry Lane has three black plastic stormwater discharge pipes that penetrate a planted berm located along the property line facing Wildberry Lane. These pipes are not permitted as all stormwater generated by the development of the subject parcel must be contained on site as per Chapter 236: Stormwater Management of'the Southold Town Code. In addition, substantial portions of the planted berm are located within the 50' road right-of-way and must be removed or relocated to the boundaries of the subject parcel. Both of these issues must be corrected prior to the issuance of a Certificate of Occupancy. If you have any questions regarding this issue, please contact my office. Sincerely, - E P Q L Michael M. Collins, P.E. DTown Engineer OCT 3 1 2024 Building Department To`yvra o7 Southold SOUlyO� ipo�I # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ eFOUNDATION 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 [ ] RENTAL REMARKS: 150 u n x on twils y- -Oo 4i s 6V 12 l Ok �.a ,� YOlzvofi DATE INSPECTOR ' OF SOpT�olo # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o j qM ournv,��' 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) [ ] ELECTRICAL-(FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Chi4 JO e60 d I L . �OU� In- I h s stzc.re c� qe, DATE INSPECTOR tip�aq4F SOGIyo<o # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. 11V 6 [ ] 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 REMARKS: pi fvvk)6 ffw �jm Ot 4:9 CM_ &4 - DATE "?,D�/ INSPECTOR OF SOUIyo� -- �� * * TOWN OF SOUTHOLD BUILDING DEPT. `ycoUlm, 631-765-1802 INSPEC ON [ ] 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 [ ] RENTAL REMARKS: !/ 1� DATE Z4ti3 INSPECTOR ©�� qf SOU y�o * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] 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 REMARKS: AW / KAVIWAA ow/i tv 46, wt A;v DATE INSPECTO �qo� j hO�aOF SOUIy�`o # # TOWN OF SOUTHOLD-BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] 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: �s��� Gl•�ld< DATE -oZo'2.2 INSPECTOR g SObly�lo # TOWN OF SOUTHOLD BUILDING DEPT. o 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]: �I SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINALS [ ] FIREPLACE & CHIMNEY [` ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL.(ROUGH) [ ] ELECTRICAL (FINAL) ' [ ] CODE VIOLATION [ ] PRE:C/O [ ] RENTAL REM KS: IC4 . Amw&(.> �1 IZ- �ws on tnNL,%- �h AJOLVe C COA < . DATE R INSPECTO OF 50U1 9 13 Gam( 1 610 ��r # TOWN OF SOU.THOLD BUILDING D(61 , 631-765-1802 I-N-SPECTION [ ] FOUNDATION 1ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL ( ] FIREPLACE.& CHIMNEY f ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: TD 9 Us/ LtALA M 1,�fIAIA e �' JIV �1 5Z a L� 01 AO c/-\, 40P �rSS^i r DAT t INSPECTOR OE 50U1h°� *. * " TOWN OF-S:OUTHOLD BUILDING DEPT. "cou 631-765-1802 iiloM INSPECTION [ ] FOUNDATION 1 ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND . [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING ( FINAL fVb +Q� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ } FIRE-RESISTANT PENETRATION- " [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]', PRE C/O ( ] RENTAL REMARKS: 41� cp� DATE 0(3� ')O .INSPECTO oF SOUTyO� Li o(4 f a'/y # * TOWN OF SOUTHOLD BUILDING DEP�'. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] 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 [ ] RENTAL REMARKS:AWV DATE 2 INSPECTOR. pF SOUlyo6 V'�J "r Ito WBU'll �TO N O SOUTHOLD LDI G 631.765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] 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 [ ]' RENTAL REMARKS: 1201y) in J') tc lit) bw dthe-Pk�/_ . SIA,'� DATE ^ICJ 2 INSPECTOR A Bunch, Connie From: Lanza, Heather Sent: Monday, December 23, 2024 3:36 PM To: Bunch, Connie Subject: RE: 610 Wildberry Lane- items to be corrected prior to c.o. Attachments: Wildberry Fields - M. Collins Support of issuance of CO.pdf Hi Connie, I don't know if you are still holding this c.o. because of this issue, but if so, here is the newest inspection showing they moved the berm and pipes and all is clear for their c.o. Regards, Heather -----Original Message----- From: Lanza, Heather Sent:Thursday, October 31, 2024 3:39 PM To: Bunch, Connie<Connie.Bunch@town.southold.ny.us> Subject: RE: 610 Wildberry Lane- items to be corrected prior to c.o. And the owner just called so I sent him a copy of it so he has it. -----Original Message----- From: Bunch, Connie<Connie.Bunch @town.southold.ny.us> Sent:Thursday, October 31, 2024 3:37 PM To: Lanza, Heather<heather.lanza@town.southold.ny.us> Subject: RE: 610 Wildberry Lane- items to be corrected prior to c.o. Ok,thank you. -----Original Message----- From: Lanza, Heather<heather.lanza@town.southold.ny.us> Sent:Thursday, October 31, 2024 3:35 PM To: Bunch, Connie<Connie.Bunch@town.southold.ny.us> Cc: Verity, Mike<Mike.Verity@town.southold.ny.us> Subject: 610 Wildberry Lane- items to be corrected prior to c.o. Hi Connie, See attached report from Michael Collins as to why this property should not yet be issued a c.o., and what needs to be rectified. Thanks. Heather 1 C u L , OCT - 2 2024 [] NEW YORK r rl BUILDINGuilding DepaC.,(�(went � T E C H N O L O G Y B OPOOP Town of Southold Affidavit Of 2020 NYECCC Compliance Date: 9/24/2024 Inspection Address: 610 Wildberry Fields,Southold, NY 11971 This is to Certify that on 9/24/2024 the above address has been tested in accordance with the provisions of the 2020 ECCC of New York State Building Standards and Codes: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with RESNET/ICC 380 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 1 5441 Blower Door Test Result: TV. Conditioned Volume: 72301 Leakage in ACH50: Ken 402.4.1.2 2020 ECCC Compliance: PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has ested post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152,and meets the minimum requirement of:<4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: Bsmtx2 Leakage CFM@25: Exempt Supply R-value: 4.2 lReturn R-value 0 System 2: Attic 1 Leakage CFM@25: Exempt Supply R-value: 4.2 Return R-value 4.2 System 3: Attic 2 Leakage CFM@25: Exempt Supply R-value: 4.2 1 Return R-value 4.2 Total Combined Leakage: Exempt CFM@25 Leakage Limit: 1 1 217.641 1 CFM@25 EXCEPTION-All ductwork and air handler is located within the building thermal envelope 403.3.3 2 2020 ECCC Compliance: PASS Mechanical Ventilation: As Tested: 1 515 Required: 1 107 IM1507 Compliance Pass Combustion Safety Testing: I See Attached Report Insulation and Thermal Bypass: I PASS HERS CIA Provider: Signature of Certified RESNET HERS Rater: Performance Systems Development 124 Brindley Street,Ithaca NY 14850 Provider ID#:1998-072 accare a Certl =cation #3587347 607-277-6240 Notice of independent Status.As per the requirements the 2020 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by;or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters), New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax:631 509 4538 Email: NYBTGTB@gmail.com New York Building Technology Group o 0 CT - NEW YORK (BUILDING Miller Place, NY11953 cao U P T E` o`°`. Tel. (631)495-0289 Fax(631)389-2808 .ffi ' ment Combustio& ti. o r m Certified Home Address: 610 Wildberry Fields City: Southold Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: Ross Brothers Construction Inc. Builder Tracking#: Combustion Appliance Zone(CAZ)# 1 of 1 Location of this CAZ: Con. Basement&Sealed Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 09/24/2024 Outdoors Temp During Test: 62 OF CAZ Depressurization (Note:Net Change=Test Pressure-Base Pressure) Base Pressure: NA pa. CAZ Ambient CO: NA PPM Test Pressure: NA pa. Appliances/Fireplace Simulated for Test?Yes No X Net Change: 0 pa. If Yes,Total CFM Simulated (explain in noses) NOTES: eating System Primary_Yes x No _Ty,pe:Furnace Boiler Heat Pump x Other Ejficiencxl Fuel P2 Venting Types Draft Spillage Spillage CO CO Pascal (Worst Case (Natural) (Worst Case (Natural) Rating:9-10.2 HSI N P 0 E X N V M S X NA Pa. Pass X Fail Pass X Fail NA PPM NA PPM Primary_Yes X Type: Standard Tank_Indirect_Tankless_ Size: Style Common Vent❑ Water Heater No_ Instantaneous X Commercial_(See Note 5 below) (Gallons) Stand Alone 12 Efficiency Fuel?P Ventia pej Draft Spillage Spillage CO CO Pascal (Worst CaseNatural) arst Case_ff atural EF: .95 N P x 0 E N M S X NA Pa. Pass X Fail Pass x Fail NA PPM NA PPM Oven Oven is Electric or No Oven Exists O Oven Range Hood Vented to Outside Yes x No Oven CO NA PPM Ambient CO(During Oven CO Testing) NA PPM IHeadn System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2Fuel Type. N=Natural Gas P=Propane O=Oil E=Electric 3Venting Type. N=Natural/Atmospheric V=Natural/Atmospheric PLUS Vent Damper M=Mechanically Assisted S=Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances re fardless of Venting Type,if the exhaust vent is accessible. 4Water Heater S*: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Tom BacCarella Rater Number: 3587347 Rater Signature: Date: Sep 24, 2024 406wol— lh brm 90106 O1CST Form 2011 FOR 2011 USE ONLY Corresponds to BHl -2011 i OCT - 2 2024 NEW YORK BUILDING ® P IOLOGY GROU 134E ding De lov%rnOf� hod{ Project Site: 610 Wildberry Fields Southold, NY 11971 Whole House Mechanical Ventilation System What You Need to Know: The NYS building code(11303.4)requires whole house mechanical ventilation in all new homes. New homes are designed to be as air tight as possible in order to conserve energy. Because of this, it's possible for the home to become stale and unhealthy when windows and doors are kept closed for long periods of time. The whole house mechanical ventilation system is designed to provide the minimum amount of safe and clean breathing air for occupants during those periods.Since the fan is not affected by wind,drafts,or stack effect,the maximum amount of energy savings is possible while still having a safe home through the use of mechanical ventilation. Your home is equipped with programmable timers on 6 of the bathfans. In order to ensure adequate fresh air and ventilation to meet minimum code requirements,installed timers need to be set to run as noted below. 13 min per hour or s �5 hours per day `` 0 - Ii CT 2 2024 Bu11ding Department foM of Southold 2020 NYECC Certificate 610 Wildberry Fields Building Envelope Insulation Ceiling: 6" HD foam V&SA Above Grade Walls: 2"HDF+R13, R21 to gar. Foundation Walls: 2"HD foam Exposed Floor: R30 LD foam over garage Slab: N/A Window Data U-Factor SHGC Andersen 0.33 0.28 Mechanical Equipment Heat: AFUE= HSPF:9-10.2 . Type: HP Cool: SEER= HSPF:9-10.2 Type: HP DHW: EF= .95 Type: Instant Builder or Design Professional Signature: Building Envelope Testing Infiltration: 1917.7 CFM @ 5Q Pascals Infiltration Volume:72,301 cu ft Ductl Exempt Duct2 Exempt Duct3 Exempt Duct4 Exempt Total Duct Leakage_within thermal envelope HERS Rater�— Signature: Thomas f a areIia ater#:3587347 New York Building Technology Group Test Date: 09/24/2024 CMMERCIAL AND ENTIAL SANCHEZ Fiberglass&Spray F am nisu ation INSULATION February 27,2024 RE: Greg Ross 610 Wildberry Ln Southold,NY To Whom It May Concern: I, Jorge Sanchez, would like to inform that Sanchez Insulation Inc. has performed insulation work at the above-mentioned address. The following items were insulated: 7-inch close cell equivalent to R52 batt insulation was used to insulate the attic flat ceiling and attic rafters. 3-inch close cell equivalent to R21 batt insulation was used to insulate the kneewalls. 2- inch close cell equivalent to R15 batt insulation as well as R13 unfaced insulation was used to insulate the exterior walls and blocking. 10-inch open cell equivalent to R38 batt insulation was used to insulate the garage ceiling. R21 batt insulation was used to insulate the garage exterior walls. 2-inch close cell equivalent to R15 batt insulation was used to insulate the basement exterior walls. R30 batt insulation was used to insulate the basement ceiling and soundproof ceiling. 3-inch rockwool insulation was used to insulate the interior walls. This job also includes fire caulking and is energy star efficient. This job follows the approved plans from the town. If there are any further questions, please feel free to contact me at(631) 960-8700. Sincerely, Cew'g, J e Skichez ice-President 1614 Manatuck Blvd Bay Shore, NY 11706 CELL 631 960 . 8700 OFFICE 631 . 665 . 1353 FAX 631 . 617 , 5977 Al Envelope Leakage Test Testing Company: Technician: THE ENERGY CONSERVATORY Name: New York Building Technology Group Name: Netaniah Kingston Address: 159 Rt 25a Credentials: RFIN XSQIV5 West Bldg Suite B Email: netaniah@nybtg.com Miller Place, NY 11764 Phone: 6314950289 www.nybtg.com r ice• i� Building Information: Customer Information: ' y Project ID: 610 Wildberry Fields Name: LI ! OCT - 2 2024 Address: 610 Wildberry Lane Address: Southold, New York 11971 G!d6din t7 Geo-Tag Data: Latitude: a � �ent 9 ?'�we-s aF�r�u�6zaBd Longitude:-72.422413 Timestamp: 2024-09-2410:36:31 Measured Leakage: 1.59 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: Multipoint Purpose of Test: Envelope (IECC) Measured CFM50: 1,917.7 (+/-2.5%) Effective Leakage Area: 105.2 in2 Building Volume: 72,301.0 ft3 Enclosure Surface Area: 0.0 ft2 Coefficient(C): 150.3 (+/-21.8%) Exponent (n): 0.651 (+/-0.059) Correlation Coefficient: 0.99587 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 72 °F Post Indoor Temp: 72 °F Pre Outdoor Temp: 62 °F Post Outdoor Temp: 62 °F Altitude: 0.0 ft Time Average Period: 10 seconds Test Date and Time: 2024-09-2410:37:08 3000 Depressurize 2000-_ E m 1 :5 600 - J�J _.�- ' 400 300 - 4 5 6 7 8 §10 20 30 40 50 6070 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa). BIdg_(Pa). Adj Bldg(Pa). Fan (Pa). Flow (cfm). Config Baseline -5.1 -60.0 -63.6 -60.9 -152.5 2,205.5 Ring A -54.0 -58.6 -55.8 -131.7 2,053.4 Ring A -48.0 -52.4 -49.6 -113.7 1,911.0 Ring A -42.0 -46.0 -43.3 -98.5 1,781.6 Ring A -36.0 l -40.3 -37.5 -85.5 1,663.1 Ring A -30.0 -34.9 -32.2 -66.7 1,473.8 Ring A -24.0 -29.8 -27.1 -54.2 1,332.1 Ring A -18.0 -24.8 -22.1 -36.8 1,102.6 Ring A Baseline -0.4 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 6102 Calibration Date: 2020-07-27 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.10.0 (145),© 2024 The Energy Conservatory, Inc. Page 2 of 2 D IN�tDC S E P 3 0 2024 BURMI 1G DE PT. TONVN,,- F SOUTH®I.7 HVAC Design Calculation in accordance with ACCA Manual J,D,& S Manual J Eighth Edition V.2 For Lot 4 wildberry Fields - Southold, NY Andrew Pollock Architect, PC 56 South Oxford Street Brooklyn NY 11217 (212) 620-0044 NEW YORK ilik (BUILDING 1TECHN0l0'GY GROUP Prepared by: Thomas Baccarella;in accordance with ACCA Manual,] 8th edition,V2 Signature: _ ,� Date: 01/23/2023 Disclaimer New York Building Technology Group Inc. Disclaimer Clause for Manual J, S and D load, design calculations and equipment selection This document is intended as a preliminary design document for permitting purposes only. All information, calculations and other items appearing in this document are based on the blue prints provided by the client, NYS code, ACCA design guidelines, and/or using default interior design loads. These loads are subject to change based on the specific requirements of the occupants. Any changes to design loads should be made using ACCA design guidelines and documented according to the guidelines of the building dept. The design professional and/or a contractor may alter the design and/or installation as they see fit based on site conditions. These changes must be in accordance with ACCA guidelines and New York State residential building code. New York Building Technology Group Inc. shall not be liable for any damages, losses, expenses or other liabilities whatsoever arising in connection with the use of, or inability to use, the herein calculation documents by any party, or in connection with any failure of performance, error, omission, interruption, defect, suspension, delay in operations in the use or interpretation of this document, whether or not New York Building Technology Group Inc. has been advised of the possibility of such damages, losses, expenses or liabilities. New York Building Technology Group Inc. makes no warranty, statement or representation with the use of this document or with respect to the accuracy, completeness, or usefulness of the information, calculations and , other items contained herein. ' Note:For clarity, all condensors were modeled as individual units. Multi- head VRF units are recommended as conditions allow. 159 Route 26A Building 1 Suite B Willer Place,NY 11764 Telephone:631 496-0289 Fax:631 389-2808 Email:Gene@nybtg.com Revised August 30,2017 Manual S Compliance Report Job: 3095 � NEW YORK IBUI Date: Jan 04,2023LOIN6 ` Basement By. Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 SUte B,Miller Place,NY11764 Phone:631-495-0289 Email:Tam@rrybtg.com Web:wmv.NYBTG.com Project • • For. Lot 4 Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,W 11217 Phone:(212)620-0044 Email:andrew@cityarchitectcom Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 11905 Btuh Entering coil DB: 76.1°F Outdoor designWB: 71.7°F Latentgain: 3184 Btuh Entering coilWB: 63.8°F Indoor design DB: 75.0°F Total gain: 15088 Btuh Indoor RH: 50% Estimated airflow: 600 dim Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Mitsubishi Electric Model: MXZ-2C20NAHZ3'' Actual airflow: 600 cfrn Sensible capacity: 12600 Btuh 106%of load Latent capacity: 5400 Btuh 170%of load Total capacity: 18000 Btuh 119%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 18172 Btuh Entering coil DB: 61.8°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Mitsubishi Electric Model: MXZ-2C20NAHZ3`" Actual airflow: 600 cfm Output capacity: 22000 Btuh 121%of load Capacity balance: 18 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Prop boiler Manufacturer. Weil-McClain Model: ULTRA299-CT Actual airflow. 600 drn Output capacity: 24000 Btuh 132%of load Meets all requirements ofACCA Manual S. ti Wri-ght90ft, 2023-Jarr2013:29:19 •• w . -Mm Right-Sote®Universal202222.0.05RSU26095 Pagel ACCA ryFieldsU-ot 4_Wildberry_Fields Pemtittirg.nip Calc=MJ8 FrortDoorfaoes:S Manual S Compliance Report Job: 3095 N E'A'YORK o"UI LO! Date: Jan 04,2023 First BR wing By. Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 Si to B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@nybtg.00m Web:v wv.NYBTG.com Project • • For. Lot4 Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,W 11217 Phone:(212)620-0044 Email:andrew@atyarchitectcom Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 7294 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.7°F Latentgain: 1551 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 8845 Btuh Indoor RH: 50% Estimated airflow. 600 cfin Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Mitsubishi Electric Model: MXZ-2C20NAHZ3 Actual airflow: 600 clam Sensible capacity: 12600 Btuh 173%of load Latent capacity: 5400 Btuh 348%of load Total capacity: 18000 Btuh 203%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 10179 Btuh Entering coil DB: 64.4°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Mitsubishi Electric Model: MXZ-2C20NAHZ3 Actual airflow. 600 ctin Output capacity: 22000 Btuh 216%of load Capacity balance: 3.1 OF Supplemental heat required: 0 Biuh Economic balance: -99 OF Backup equipment type: Prop boiler Manufacturer. Weil-McClain Model: ULTRA299-CT Actual airflow: 600 clrn Output capacity: 12000 Btuh 118%of load Meets all requirements ofACCA Manual S. w ri-ghtsOft, 2023-Jan-2013:29:19 ICI\ •�w• - �p� Riglt-Sute®Uriversal202222.0.05 RSU26095 Page 2 ryFelds\Lot 4_Wildberry_Fields Pemuttlng.n>p Galc=W8 FrortDoorfaces:S Manual S Compliance Report Job: 3096 NEW YORK*BUILDING Date: Jan04,2023 I� LR/KitWing By: TomBaccan:lla New York Building Technology Group 159 Rt 25A Bolding 1 Sute B,Miller Plaoe,NY11764 Phone:631-495-0289 Email:Tam@rrybtg.mm Web:vvm.NYBTG.com Project • • For. Lot Wildberry Fields-Southold,NY Andrew Polloc kArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitectcom Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 21837 Btuh Entering coil DB: 75.0°F Outdoor design WB: 71.7°F Latentgain: 3098 Btuh Entering coil WB: 62.6°F Indoor design DB: 75.0°F Total gain: 24936 Btuh IndoorRH: 50% Estimated airflow: 947 cfrn Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Mitsubishi Electric Model: MXZ-3C30NAHZ3 Actual airflow: 947 cfrn Sensible capacity: 19880 Btuh 91%of load Latent capacity: 8520 Btuh 275%of load Total capacity: 28400 Btuh 114%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 18328 Btuh Entering coil DB: 67.8°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Mitsubishi Electric Model: MXZ-3C30NAHZ3 Actual airflow: 947 ctrn Output capacity: 28600 Btuh 156%of load Capacity balance: 10 of Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Prop boiler Manufacturer. Weil-McClain Model: ULTRA299-CT Actual airflow. 947 cfrn Output capacity: 24000 Btuh 131%of load Meets all requirements ofACCA Manual S. wrightsoft`" 2023-Jan•2013:29:19 •W4H/tl«46er Hn uwry Ump+m Riglt-Sute®Uriversal 202222.0.05 RSU26095 Page3 ..ryFieldstLot 4_Wildberry_Fields Pemutting.rLp Calc=MJ8 FrortDoorfaces:S Manual S Compliance Report Job: 3095 NEW YORK idU uL'L11NG Date: Jan 04,2023 Mstr Wing By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bulding 1 SUte B,Miller Plaoe,NY11764 Phone:631-495-0289 Email:Tam@rrybtg.mm Web:www.NYBTG.com Project • • For. Lot 4 Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitect.com Cooling, Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 10219 Btuh Entering coil DB: 75.6°F Outdoor design WB: 71.7'F Latentgain: 894 Btuh Entering coil WB: 62.8'F Indoor design DB: 75.0'F Total gain: 11113 Btuh Indoor RH: 50% Estimated airflow. 425 dm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitASHP Manufacturer. Mitsubishi Electric Model: MXZ-2C20NAHZ3 Actual airflow. 425 dm Sensible capacity: 12600 Btuh 123%of load Latent capacity: 5400 Btuh 604%of load Total capacity: 18000 Btuh 162%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 13104 Btuh Entering coil DB: 67.4°F Indoor design DB: 68.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer. Mitsubishi Electric Model: MXZ-2C20NAHZ3 Actual airflow. 425 cfm Output capacity: 22000 Btuh 168%of load Capacity balance: 8.9 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Prop boiler Manufacturer. Weil-McClain Model: ULTRA299-CT Actual airflow. 425 c6n Output capacity: 18000 Btuh 137%of load Meets all requirements ofACCA Manual S. a wrightsoft- 2023-Jan•2013:29:19 •�•• wti-��-� RighlSute®Uriversal202222.0.05RSU26095ACCA Page 4 ryFieldslLot 4_Wildberry_Fields PemdtBng.np Calc=MJ8 FrortDoorfaces:S Manual S Compliance Report Job: 3096 NEW YORK BUILDING Date: Jan 04,2023 Second By. Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 Sote B,Miller Plane,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.MBTG.com Project • • For. Lot 4 Wildberry Fields-Southold,NY,Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitectoom Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 13808 Btuh Entering coil DB: 75.9°F Outdoor design WB: 71.7°F Latentgain: 2177 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 15985 Btuh Indoor RH: 50% Estimated airflow. 913 drn Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Mitsubishi Electric Model: MXZ-3C30NAHZ3 Actual airflow: 913 cfrrl Sensible capacity: 19180 Btuh 139%of load Latent capacity: 8220 Btuh 378%of load Total capacity: 27400 Btuh 171%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss` 19233 Btuh Entering coil DB: 65.1°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Mitsubishi Electric Model: MXZ-3C30NAHZ3 Actual airflow: 913 dm Output capacity: 27600 Btuh 144%of load Capacity balance: 14 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Prop boiler Manufacturer. Weil-McClain Model: ULTRA299-CT Actual airflow. 913 cfm Output capacity: 24000 Btuh 125%of load Meets all requirements ofACCA Manual S. 1 _Fk wrightsoft, 2023-Jan-2013:29:19 . ,ww• w. .,�,. Right Sote®Uriversa12022 22.0.05 RSU26095 Page 5 ACCK ryFieldslat 4_Wildberry_Fields Pennitting.nrp Cale=MA FrontDoorfams:S Load Short Form Job: 3096 N E'N'LURK _05 B O I L D I" Date: Jan 04,2023 °° Basement By. Tom Baccarella New York Building Technology Group 159 Rt 25A Buldirg 1 Sute B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com Project • • For. Lot 4 Wildbe7y Fields-Southold,NY Andrew Polloc kArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitectoom Design Information Htg Clg Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 68 75 Construction quality Tight Design TD(°F) 52 9 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(grAb) 41 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-2C20NAHZ3*** Cond MXZ-2C20NAHZ3*** AHRI ref 209836186 Coil AHRI ref 209836186 Efficiency 10 HSPF Efficiency 13.5 EER,17 SEER Heating input Sensible cooling 12600 Btuh Heating output 22000 Btuh @ 47°F Latent cooling 5400 Btuh Temperature rise 33 °F Total cooling 18000 Btuh Actual airflow 600 cfin Actual airflow 600 cFm Airflowfactor 0.042 ckrd tuh Airflowfador 0.054 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.79 Capacity balance point=18°F Backup:Weil-McClain WEIL-MCLAIN ULTRA299-CT In ut=24000 Btuh Output=24000 Btuh 92.5 AFUE ROOM NAME Area Htg load Clg load HtgAVF CIgAVF OF) (Btuh) (Btuh) (crm) (Cfm) Bath 5 55 960 426 41 23 Laundry 102 695 1375 29 74 Bed 5 185 1766 2349 75 126 Office 124 1544 2822 65 151 Unfin Playroom 1042 5987 2838 253 152 Hall/Stairs 294 3258 1390 138 74 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsofti9 2023-Jan•2013:29:19 r+ ^�•^• -'•^"^••' ••.4-••,•� Rigtt-Slite®Uriversal2D2222.0.05RSU26095 ACC( Page 1 ...ryFieldslLat 4_Wildberry_Fields Pertnittirg.n� CaIc=MJB FrortDoorfaces:S Basement d 1802 14211 11200 600 600 Other equip loads 3961 704 Equip.@ 0.89 RSM 10631 Latent cooling. 3184 TOTALS 1802 18172 13814 600 600 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. +� wrightsoft, 2023-Jan-2013:29:19 CA M*e• • -.. ,mom Rigtt-Sute®Uri%ersal2022 22.0.05 RSU26095 Page 2 ryFieldslLot 4_Wildberry_Fields Pen7iting.np CaIc=MJ8 FrortDoorfaws:S Load Short Form Job: 3096 NEW PORK BUILDING Date: Jan 04,2023 First BR wing By. Tom Baccarella New York Building Technology Group 159 Rt 25A Buiding 1 SLite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.mm Web:vmw.NYBTG.cem Project • • For. Lot 4 Wildberry Fields-Southold,NY Andrew Polloc kArchitect,PC 56 South Oxford Street,Brooklyn,W 11217 Phone:(212)620-0044 Email:andrew@cityarchitectcom Design Information Htg Clg Infiltration Outside db(OF) 16 84 Method Simplified Inside db(OF) 68 75 Construction quality Tight Design TD(OF) 52 9 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(grAb) 41 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-2C20NAHZ3 Cond MXZ-2C20NAHZ3 AHRI ref 207342461 Coil AHRI ref 207342461 Efficiency 10 HSPF Efficiency 13.5 EER,17 SEER Heating input Sensible cooling 12600 Btuh Heating output 22000 Btuh @47°F Latentcooling 5400 Btuh Temperature rise 33 OF Total cooling 18000 Btuh Actual airflow 600 din Actual airflow, 600 dm Airflowfactor 0.075 dm/Btuh Airflowfactor 0.087 dmA3tuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.82 Capacity balance point=3 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA299-CT In ut=12000 Btuh Output=12000 Btuh 92.5AFUE ROOM NAME Area Htg load Clg load HtgAVF ClgAVF OF) (Btuh) (Btuh) (Cfirn) (c1m) Bed 4 189 2331 2764 175 240 Bath 4 55 876 502 66 44 Den 241 1734 2310 130 201 Hall 296 3034 1325 228 115 First BR wing d 781 7974 6902 600 600 Other equip loads 2205 392 Equip.@ 0.89 RSM 6514 Latent cooling 1551 TOTALS 781 1 10179 1 8065 1 600 600 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft, 2023-Jarr2013:29:19 i-+, u^•+ - •••• -••a.••Mm Riga-Sute®Universal 2022 22.0.05 RSU26095 ACCA Page 3 ...ryFieldslLot 4_Wildberry_Relds Perrnittirg.np CaIc=MJB Front Door faces:S Load Short Form Job: 3095 NEW YONK m BUILDING Date: Jon 04,2023 °` LR119t Wing By. Tom Baccarella New York Building Technology Group 159 Rt25A Bolding 1 SLite B,Miller Place,NY11764 Phone:631-095-0289 Email:Tom@rotg.com Web:www.NYBTG.com Project Information For. Lot 4 Wildberry Fields-Southold,NY,Andrew PolloclkArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@dtyarchitectcom Design Information Htg Clg Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 68 75 Construction quality Tight Design TD(°F) 52 9 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(grAb) 41 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-3C30NAHZ3 Cond MXZ-3C30NAHZ3 AHRI ref 207342469 Coil AHRI ref 207342469 Efficiency 11 HSPF Efficiency 12.5 EER,18 SEER Heating input Sensible cooling 19880 Btuh Heating output 28600 Btuh @47°F Latentcooling 8520 Btuh Temperature rise 28 'F Total cooling 28400 Btuh Actual airflow 947 cfin Actual airflow 947 cfin Airflowfactor 0.052 cIm/Btuh Airflowfactor 0.043 dmA3tuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point=10'F Backup:Weil-McClain WEIL-MCLAIN ULTRA299-CT Input=24000 Btuh Output=24000 Btuh 92.5 AFUE ROOM NAME Area Htg load Cig load HtgAVF CIgAVF OF) (Btuh) (Btuh) (clirn) (crm) Living 588 10944 13021 565 565 Dining 198 1977 2056 102 89 Kitchen 249 912 4076 47 177 Pantry 42 615 409 32 18 Entry 106 3102 1844 160 80 Powder 36 779 432 40 19 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 411- wrightsoft, 2023-Jarr2013:29:19 lgsi� w.,•° „ow ...��� RightSote®Uriversal202222.0.05RSU26095 Page ACCP. ...ryFieldsu.ot 4_Wildberry_Fields Perrnitting.rnp Calc=MJB FrortDoorfaces:S LR/IGt Wing d 1219 18328 21837 947 947 Other equip loads 0 0 Equip.@ 0.89 RSM 19501 Latent cooling 3098 TOTALS 1219 18328 22599 947 947 Calculations approved byACCA to meet all requirements of Manual J 81h Ed. �' wrighteoft" 2023-Jarr2013:29:19 Rigtt-Sute®Uriversa1202222.0.05RSU26095 ACCK .. Fields\Let 4 Wildbe Fields Permitti Page 5 •ry _ rtY_ � ng.np CaIc=MJB FrortDaorfaces:S Load Short Form Job: 3095 NEW YOftK � BUILDING Date: Jan04,2023 Mstr Wing By. Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 Sote B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.mm Web:www.NYBTG.com Project Information For: Lot 4 Wildbeny Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitectcom Design Information Htg Clg Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 68 75 Construction quality Tight Design TD(°F) 52 9 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(grAb) 41 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-2C20NAHZ3 Cond MXZ-2C20NAHZ3 AHRI ref 207342461 Coil AHRI ref 207342461 Efficiency 10 HSPF Efficiency 13.5 EER,17 SEER Heating input Sensible cooling 12600 Btuh Heating output 22000 Btuh @47°F Latentcooling 5400 Btuh Temperature rise 47 °F Total cooling 18000 Btuh Actual airflow 425 cIrn Actual airflow 425 dm Airflowfactor 0.032 cfm/Btuh Airflowfactor 0.042 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.92 Capacity balance point=9°F Backup:Weil-McClain WEIL-MCLAIN ULTRA299-CT In ut=18000 Btuh Output=18000 Btuh 92.5AFUE ROOM NAME Area Htg load Clg load HtgAVF CIgAVF ( (Btuh) (Btuh) (CIM) (clirn) Master Bed 430 8819 6574 286 273 Master Bath 127 2501 1970 81 82 WIC 153 1784 1675 58 70 Mstr Wing d 710 13104 10219 425 425 Other equip loads 0 0 Equip.@ 0.89 RSM 9126 Latent cooling 894 TOTALS 710 13104 10019 425 425 Boldrdalic values have been manually ovemdden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. t: � wrightsaft`° 2023-Jan-2013:29:19 ^� �., „o,u, .,Um,•, Right Sote®Uriversal 2022 22.0.05 RSU26095 MCA Page 6 ...ryFieldslLot 4_Wildberry_Fields Pemumng.np CaIc=MJB FrortDoorfaces:S . Load Short Form Job: 3095 NEW YDRK 3UILDING Date: Jan 04,2023 ° Second By- Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 Sute B,Miller Place,NY11764 Phone:631.495-0289 Email:Tom@nybtg.mm Web:Www.NYBTG.mm For. Lot 4 Wildbeny Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitectoom Design Information Htg Clg Infiltration Outside db(OF) 16 84 Method Simplified Inside db(OF) 68 75 Construction quality Tight Design TD(OF) 52 9 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(grAb) 41 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-3C30NAHZ3 Cond MXZ-3C30NAHZ3 AHRI ref 207342470 Coil AHRI ref 207342470 Efficiency 10 HSPF Efficiency 10.3 EER,16 SEER Heating input Sensible cooling 19180 Btuh Heating output 27600 Btuh @47°F Latentcooling 8220 Btuh Temperature rise 28 OF Total cooling 27400 Btuh Actual airflow 913 cim Actual airflow 913 cIrn Airflowfactor 0.054 cfm/Btuh Airflowfactor 0.068 dmA3tuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point=14 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA299-CT In ut=24000 Btuh Output=24000 Btuh 92.5 AFUE ROOM NAME Area Htg load Clg load HtgAVF CIgAVF OF) (Btuh) (Btuh) (clml) (clhl) Bed 3 274 4985 5013 271 342 Bath 3 46 223 105 12 7 Hallway 116 2805 2545 152 174 Laundry Hall 102 2440 1895 133 129 Bath 2 111 2546 1265 138 86 Bed 2 262 3804 2553 207 174 BoWiitalic values have been manually ovemd*n Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Q * wrightso , �.. ftu.-••,.m�^, Right 2023-Jan-2013:29:19-Srite®Uriversa1202222.0.05RSU26095 ACCP....ryFieldslLot 4_Wildberry_Fields Pemtitbng.rtp Calc=MJ8 Page Front Door S 7 Second d 911 16804 13376 913 913 Other equip loads 2428 432 Equip.@ 0.89 RSM 12330 Latent cooling 2177 TOTALS 911 19233 14507 913 913 Bukrifalk values have been manually ovenrdebn Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wri�ghtsoft, 2023-Jarr2013:29:19 Rigtt-Sute®Uriversal202222.0.05RSU26095 Page ICCCAI ryFieldslLot 4_Wildberry_Fields Pemntting.rnp CaIc=MJ8 FrortDoorfaces:S Project Summary Job: 3096 NEW PORK ® BUILDING Date: Jan 04,2023 m." °` Basement By. Tom Baccarella New York Building Technology Group 159 Rt25A Brilding 1 Srite B,Miller Place,NY11764 Phorw 631.495-0289 Email:Tam@rrybtg.com Web:%%W.NYBTG.com Proiect Information For. Lot 4 Wildbeny Fields-Southold,NY,Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Notes: Email:andrew@cityarchitectcom Desicin Information Weather: Brookhaven,NY US Winter Design Conditions Summer Design Conditions Outside db 16 °F Outside db 84 Inside db 68 °F Inside db 75 °F Design TD 52 °F Design TD 9 °F Daily range L Relative humidity 50 % Moisture difference 32 grfib Heating Summary Sensible Cooling Equipment Load Sizing Structure 13175 Btuh Structure 10938 Btuh Ducts 1036 Btuh Duds 262 Btuh Central vent(69 dm) 3961 Btuh Central vent(69 cfm) 704 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18172 Btuh Use manufacturer's data n Rate/swan multipplier 0.89 Infiltration Equipmenlsensibleload 10631 Btuh Method Simplified Latent CoolingEquipment Load Sizing Construction quality Tight g Fireplaces 1 (Average) Structure 1272 Btuh Ducts 408 Btuh Central vent(69 dm) 1504 Btuh Heating Cooling Outside air Area(M 7302 7302 Equipment latent load 3184 Btuh Volume Air changes/hour 0.14 0.06 Equipment Total Load(Sen+Lat) 13814 Btuh Equiv.AVF(dm) 18 8 Req.total capacity at 0.70 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-2C20NAHZ3* Cond MXZ-2C20NAHZ3*** AHRI ref 209836186 Coil AHRI ref 209836186 Efficiency 10 HSPF Efficiency 13.5 EER,17 SEER Heating Input Sensible cooling 12600 Btuh Heating output 22000 Btuh @ 47°F Latent cooling 5400 Btuh Temperature rise 33 °F Total cooling 18000 Btuh Actual airflow 600 cfin Actual airflow 600 ckn Airflowfador 0.042 dm/Btuh Airflowfador 0.054 dm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.79 Capacity balance point=18°F Backup:Weil-McClain WEIL-MCLAIN ULTRA299-CT Input=24000 Btuh, Output=24000 Btuh,92.5 AFUE Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -Fk- wr 0htsoft 2023-Jart-2013:29:19 ACC -- Right Sute®Uroversa1202222.0.05 RSU26095 Page 1 ryFields�Lot 4_Wildberry_Fields Pemutgng.np Calc=MJ8 FrortDoorfaces:S Project Summary Job: 3095 NEW YORK "5 BUILDING Date: Jan 04,2023 l;,00 First BR wing By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 Sote B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@%btg.cem Web:vm.NYBTG.cem Project • • For. Lot 4 Wildberry Fields-Southold,NY,Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitectcom Notes: Design Information Weather: Brookhaven,NY US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 68 OF Inside db 75 OF Design TD 52 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 7118 Btuh Structure 6696 Btuh Ducts 856 Btuh Ducts 206 Btuh Central vent(38 ctm) 2205 Btuh Central vent(38 cfm) 392 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 10179 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 6514 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 443 Btuh Ducts 271 Btuh Central vent(38 cfm) 837 Btuh Heating Coolingg Outside air Area(fF) 781 781 Equipment latent load 1551 Btuh Molume(ft3) 7031 7031 Airchangeslhour 0.12 0.06 Equipment Total Load(Sen+Lat) 8065 BWh Equiv AVF(cfm) 15 7 Req.total capacity at 0.70 SHR 0.8 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-2C20NAHZ3 Cond MXZ-2C20NAHZ3 AHRI ref 207342461 Coil AHRI ref 207342461 Efficiency 10 HSPF Efficiency 13.5 EER,17 SEER Heating input Sensible cooling 12600 Btuh Heating output 22000 Btuh @ 47°F Latent cooking 5400 Btuh Temperature rise 33 OF Total cooling 18000 Btuh Actual airflow 600 cfm Actual airflow 600 cfiri Airflowfactor 0.075 cfm/Btuh Airflowfactor 0.087 dm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.82 Capacity balance point=3 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA299-CT Input=12000 Btuh, Output=12000 Btuh,92.5AFUE Calculations approved byACCAto meet all requirements of Manual J 8th Ed. _ -Fk wrightsoft- 2023-Jarr2013:29:19 °M Rigtt-Sote®tlrlversal202222.0.05RSU26095. ryFieidslLot 4_Wildberry_Fieldsm Petitting.np Calc=MJ8 FrortDoorfaces:S Page2 i4CCP. i A Project Summary Job: 3095 NEW YORK ,� 16pU1`LDIolLG LR/Kit Wing Date: Jan 04,2023 f By: To in Baccarella New York Building Technology Group 159 Rt25A Bolding 1 Srite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.mm Web:v"v.NYBTG.mm I Proiect Information I For. Lot 4 Wildberry Fields-Southold,NY,Andrew Polloc kArchited,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Notes: Email:andrew@atyarchitectcom II Desiqn Information Weather. Brookhaven,NY US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 68 OF Inside db 75 OF Design TD 52 OF Design TD �9 OF Daily range L Relative humidity 50 % Moisture difference 32 grub Heating Summary Sensible Cooling Equipment Load Sizing Structure 16958 Btuh Structure 21505 Btuh Duds 1369 Btuh Ducts 333 Btuh Central vent(0 dm) 0 Btuh Central vent(0 drrl) 0 Btuh (none) (none) i Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18328 Btuh Use manufacturers data n Rate/swin multiplier 0.89 Infiltration Equipment sensible load 19501 Btuh Method simplified Tight Construction quality Latent Cooling Equipment Load''Sizing Fireplaces 1 (Averae) Structure 2670 Btuh Duds 428 Btuh Central vent(0 cfm) 0 Btuh Heating Coolin (none) Area(M 1121 152644 Equipment latent load 309 Btuh Molume Air changesthour 0.13 0.06 Equipment Total Load(Sen+Lat) 22599 Btuh Equiv.AVF(dm) 35 16 Req.total capacity at 0.70 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-3C30NAHZ3 Cond MXZ-3C30NAHZ3 AHRI ref 207342469 Coil Efficiency AHRI ref 207342469 cy 11 HSPF Efficiency 12.5 EER,18 SEER; Heating Input Sensible cooling 19880 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 8520' Btuh Temperature rise 28 OF Total cooling 28400, Btuh Actual airflow Actual airflow 9471 tfrn Airflowfador 0.052 dm/Btuh Airflowfactor 0.0431 dm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 1 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point=10 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA299-CT Input=24000 Btuh, Output=24000 Btuh,92.5AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wriightsoft 2023J2013:29:19 - - RigaSu -Jan te®Uriversal 2022 22.0.05 RSU26095 ryFieldslLot 4_Wildberry_Felds PenniUing.n>p Cale=MJ8 FrortDoorfaces:S Page 3 Pro ect Summa Job: 3095 W YORK BUILDING Date: Jan 04,2023 NE ®}�+ I,;o Ms>trWing By. Tom Baccarella New York Building Technology Group 159 Rt25A Bolding 1 Sote B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.00m Web:www.NYBTG.mm Project • • For. Lot 4 Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@atyarchitect.com Notes: Design Information Weather. Brookhaven,NY,US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 68 OF Inside db 75 OF Design TD 52 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 grflb Heating Summary Sensible Cooling Equipment Load Sizing Structure 10149 Btuh Structure 8491 Btuh Ducts 2955 Btuh Ducts 1728 Btuh Central vent(0 dm) 0 Btuh Central vent(0 dim) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 13104 Btuh Use manufacturer's data n Rate/swingg multipplier 0.89 Infiltration Equipmentsensibleload 9126 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 720 Btuh Ducts 174 Btuh Central vent(0 cfm) 0 Btuh Heatingg Coolingg (none) Area(ft� 710 710 Equipment latent load 894 Btuh Volume(f?) 7711 7711 Air changesthour 0.18 0.08 Equipment Total Load(Sen+Lat) 10019 Btuh Equiv AVF(dm) 23 10 Req.total capacity at 0.70 SHR 1.1 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-2C20NAHZ3 Cond MXZ-2C20NAHZ3 AHRI ref 207342461 Coil AHRI ref 207342461 Efficiency 10 HSPF Efficiency 13.5 EER,17 SEER Heating input Sensible cooling 12600 Btuh Heating output 22000 Btuh @47-F Latentcooling 5400 Btuh Temperature rise 47 OF Total cooling 18000 Btuh Actual airflow 425 dm Actual airflow 425 dm Airflowfactor 0.032 chn/Btuh Airflowfactor 0.042 dm/Btuh Staticpressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.92 Capacity balance point=9 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA299-CT Input=18000 Btuh, Output=18000 Btuh,92.5AFUE Boldrrfalic values have been manuaW ovemdden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. _ -Flof- wr1gjhtsoft- 2023-Jarr2013:29:19 �� ^M •°^ Ngtt-SLiteQDUriversal 2022 22.0.05 RSU26095 Page 4 ...ryFields\Lot 4_Wildberry_Fieids Perrdttlng.np Calc=MJ8 FrortDoorfaces:S Project Summary Job: 3095 NEW YORK o� (BUILDING Date: Jan 04,2023 ; °` Second By. Tor6Baccarelia New York Building Technology Group 159 Rt 25A Bolding 1 SUL-B,Miller Place,NY11764 Phone:631495-0289 Email:Tom@rrybtg.mm Web:www.NYBTG.mm i Proiect Information For. Lot 4 Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Notes: Email:andrew@atyarchitectcom Desicin Information Weather. Brookhaven,NY US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 68 OF Inside db 75 OF Design TD 52 OF Design TD g of Daily range L Relative humidity 50 % Moisture difference 32 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 10941 Btuh Structure 10026 Btuh Ducts 5864 Btuh Dugs 3350 Btuh Central vent(42 chn) 2428 Btuh Central vent(42 cfm) 432 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 19233 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipmen}sensible load 12330 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 886 Btuh Ducts 369 Btuh Central vent(42 cim) 922 Btuh Heatin Coolingg Outside air Area(tt� 91 91� Equipment latent load 2177i Btuh Molume(ft') 7957 7957 Air changes/hour 0.22 0.10 Equipment Total Load(Sen+Lat) 14507 Btuh Equiv AVF(cfm) 29 13 Req.total capacity at 0.70 SHR 1.51 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-3C30NAHZ3 Cond MXZ-3C30NAHZ3 AHRI ref 207342470 Coil AHRI ref 207342470 Efficiency 10 HSPF Efficiency 10.3 EER,16 SEER Heating input Sensible cooling 19180, Btuh Heating output 27600 Btuh @ 47°F Latent cooling 8220, Btuh Temperature rise 28 OF Total cooling 27400, Btuh Actual airflow 913 cIrn Actual airflow 913 cfm Airflowfactor 0.054 dmBtuh Airflowfactor 0.068 cm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point=14 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA299-CT Input=24000 Btuh, Output=24000 Btuh,92.5 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. I wrigtftsoft'""'" "•'•' ...H^•-• Right-Su 2023-Jan-2013:29:19 MCAte®Uriversa1202222.0.O5RSU26095 I Pages .xyFieldslLot 4_Wildberry_Fields Pemdtling.nip Calc=MJ8 FrortDoorfaces:S AED Assessment Job: 3095 NEW YOBK BUILDING Date: Jan 04,2023 :. Basement By. Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 Srite B,Miller Place,NY11764 Phone:631-496-0289 Email:Tom@nybtg.com Web:www.NYBTG.com Project • • For: Lot Wldberry Fields-Southold,NY,Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitectcom Design Conditions Location: Indoor. Heating Cooling Brookhaven,NY,US Indoor temperat ire(T) 68 75 Elevation: 82 ft Design TD(T) 52 9 Latitude: 41'N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 41 A 32.1 Dry bulb(T) 16 84 Infiltration: Daily range(T) - 15 ( L ) Wet bulb(T) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 2,200 2,000 1,800 1,600 --- Z 1,400 1,20 9 ' 1,000 80 600 400 20 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Mar of Oa/ /Nwry /Aw.ye /AFD4m Maximum hourly glazing load exceeds average by 14.1%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh wriiightsoft- 2023-Jarr2013:29:19 Ad„••; ••�•�-•.�•,w� Right-Sote®Uriversal202222.0.05RSU26095 Paget �� ryFleldslLot 4_Wildberry_Fields Pernntling.nip Cale=MJ8 FrortDoorfaces:S �NEW YORK AED Assessment Job: 30bs �f6 BULLD�NG Date: Jan 04,2023 First BR wing By Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com I Project • • For. Lot4 Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@dtyarchitectcom Design Conditions Location: Indoor. Heating I Cooling Brookhaven,NY,US Indoor temperature(OF) 68 75 Elevation: 82 ft Design TD(OF) 52 9 Latitude: 41 ON Relative humidity(%) 50 1 50 Outdoor: Heating Cooling Moisture difference(grAb) 41.4 ! 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate ExposureDiversity Hourly Glazing Load 3,500 3,00 2,50 I a` 2,00 9 1,500 1,000 500 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Haw of Day /HORN /A—oo /AEOWM Maximum hourly glazing load exceeds average by 12.0%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh wriPghtsaft 2023-Jan 2013:29:19 .► Right-Suite®Urive rsa 12022 22.0.05 RSU26095 ACCA ...ryFields\Lot 4_Wildberry_Fields Pennitfing.rlp Calc=MJ8 FrordDoorfaces:S Page 2 AED Assessment Job: 3095 �'e Date: Jan 04,2023 NEW YORK mf BUILDING I ° Ll4/KitWing By. Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 Sote B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.mm Web:www.NYBTG.mm Project. • • For. Lot4 Wildberry Fields-Southold,NY,Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitectcom Design Conditions Location: Indoor. Heating Cooling Brookhaven,NY,US Indoor temperature(OF) 68 75 Elevation: 82 ft Design TD(OF) 52 9 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 41.4 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 14,000 12,00 10,000 e,o9 \ 6 L7 6,000 4,000 2,00 0 8 9 10 11 12 13 14 15 16 17 18 19 20 H IDW /H.M /A.vape /PIDiml Maximum hourly glazing load exceeds average by 42.8%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 1222 Btuh (PFG-1.3*AFG) � wrigF>ttsoft^ 2023-Jar}2013:29:19 a� •"• -•,�-. Riga-SLAOUriversal202222.0.05RSU26095 Page ACCK ..ry Fields\Lot 4_WildberrY_Felds Pernitfing.rlrp Calc=MJ8 Frort Door faces:S AED Assessment Job: 3095 NEW YORK I6UILDING Date: Jan 04,2023 Mstr Wing By- Tom Baccarella New York Building Technology Group 159 Rt 25A Buldirg 1 Suite 8,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.00m Web:vmw.NYBTG.cem Project • 0 For: Lot 4 Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitectoom Design Conditions Location: Indoor. Heating Cooling Brookhaven,NY,US Indoor temperature(T) 68 75 Elevation: 82 It Design TD(°F) 52 9 Latitude: 41'N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 41.4 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Diversity Hourly Glazing Load 8,000 7,00 6,000 5,000 s" 4,000 u 3,000 2,000 1,00 0 8 9 10 11 12 13 14 15 16 17 18 19 20 �Nour/ Nawof Day /A.aape /A9]GM Maximum hourly glazing load exceeds average by 8.7%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh wrightsci t' 2023-JarF2013:29:19 -..W� RightSdte®Uriversal202222.0.05RSU26095ACCK Page4 ryFields%Lot 4_Wildberry_Fields Pemitting.rtip Calc=MJ8 FrorfDoortoes:S AED Assessment Job: 3095 NEW YORK sy BUILDING Date: Jan 04,2023 Second By. Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 SLite S,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.mm Web:wwv.NYBTG.mm Project • • For. Lot Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-OW Email:andrew@atyarchitectcom Design Conditions Location: Indoor. Heating Cooling Brookhaven,NY US Indoor temperature(T) 68 75 Elevation: 82 ft Design TD ff) 52 9 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 41.4 32.1 Dry bulb(T) 16 84 Infiltration: Daily range(T) - 15 ( L ) Wet bulb(T) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate ExposureDiversity Hourly Glazing Load 7,00 6,00 5,000 3 4,00 u 3,000 2,OOD-""�Z 1,000 0 8 9 10 11 12 13 14 15 16 17 18 19 20 H-d My /flmly /Aw.Qe /AmNE Maximum hourly glazing load exceeds average by 33.6%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 175 Btuh (PFG-1.3*AFG) wrightscDft- 2023-Jarf2013:29:19 MCA AM,•.� ••�•--•�� Riglt-Site®Uriversal202222.0.05RSU26095 Page ryFields\Lot 4_Wildberry_Fields Pemutfing.rnlp Calc=MJ8 FrortDoorfaces:S �d Right-M Worksheet Job: 3095 N C'N Y02c ' eq! PUIL DfNG Basement Date: Jan 04,2023 New York Building Technology Group By. Tom Baccarella 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom a@rybtg.00m Web:vnwv.NYBTG.com 1 Room name Basement Bath 5 2 F�osed wall 240.01 21.0 It 3 Room height 9.5 ft d 9.5 ft heat/mol 4 Room dimensions 9.5 x 5.8 ft 5 Room area 1801.6 fP 5.6 fIF TY Construction U-value Or HTM Area Load number (Btuh&'L'F) (BtuhrtP) or perimeter (ft) (Btuh) or Load eaperimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIPS Heat Cool 6 12F09v 0.065 n 3.46 0.78 121 121 412 94 0 0 0 0 NYBTG Default 0.350 n' 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 n 0.00 0.00 0 0 D 0 0 0 0 0 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 N B NYBTG Default 0.093 n 3.30 0.17 622 570 1881 98 0 0 0 0 NYBTG Default 0.350 n 18.31. 9.99 53 0 961 524 0 0 0 0 EIW 12FOsv 0.065 a 3AO 0.78 50 26 88 20 .. 0 0 0 0 1-G NYBTG•Defau It 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 D 11J0 0.600 a 31.38 13.92 24 24 753 334 0 0 0 0 IN 15B13Uva6 0.093 a 3.33 0.18 268 251 836 46 55 55 188 12 �_ G NYBTG Default 0.350_ e 18.31 36.21 __ 18 0 _ 320 634 0 _ 0 _ 0 0 W 12FOsw 0.065 s 3AO 6.78 59 59 202 46 0 0 0 0 NYBTG Default 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 11.10 0.600 s 0.00 0.00 0 0 0 0 0 6 0 0 W 15B13-Dina-6 0.093 s 3.43 0.21 599 599 2054 128 81 81 277 17 W 12F09m 0.065 w 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 w' 0.00 0.00 0 0 0 0 .0 0 0 0 NYBTG Default 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 IW 15B130wo-6 0.093 w 3.38 0.20 342 330 1116 65 0 0 0 0 �-G NYBTG Default 0.350 w 18.31 36.21 12 0 220 435 0 0 0 D P 12C-Osw 0.091 - 4.76 0.76 219 219 1040 165 64 64 305 48 C 16B 3Oad 0.032 - 1.67 1A9 6 6 9 8 2 2 4 4 C 16830ad 0.032 - 0.00 0.00 0 .0 0 0 0 0 0 0 Cr 18B-30w 0.034 - 0.00 0.00 0 0 0 0 0 0 0 0 _ _ Skyplaang,small, 0.350 _ -__ __ 0.00,. 0.00 __ _ 0 ____ 0 F 19X30bsNp. 0.034. - 0.00 0.00 0 6 0 0 0 0 _ 0 0 F _ _ .1.9A-30bswp 0.034_ -_ 0.00 __ 0.00 0 0 _ 0 0_ 0 0 0 0 F 19A-30cw p 0.034 _ - 0.00 0.00 _ 0 0 0 0 _ _ 0 0 0 0 F 21X28t 0.035 - 1.83 0.23 294 294 538 69 0 0 0 0 F 21Pr28t 0.022 1.15 0.00 1508 1508 1735 0 55 55 63 0 6 c)AED a cursion 0 -10 Envelope loss/gain 12164 2667 837 71 12 a) Irfiltraton 1011 81 53 4 b) Room ventilation 0 0 0 0 13 Internal gains: Oompants@ 230 2 460 0 0 Applianceslother 7731 341 Subtotal(Iines6 to 13) 13175 10938 890 416 Less ekemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 13175 10938 890 416 15 Ductloads 8% 2% 1036 262 8% 2% 70 10 Total room load 14211 11200 960 426 Airrequired(dm) 600 600 41 23 Calculations approved byACCA to meet all requirements of Manual J 8th Ed -�- wrigF�tsoft��� Rigk-Suite®Urirersa1202222.0.05RSU26095 2023-Jan ryF t 4 elds%o _Wildberry_Flelds Pemdttirg.nip Calc=MJ8 FrortDoorfaces:S v Right-JO Worksheet Job: 3095 Basement Date: Jan 04,2023 - By. Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 Sote B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.comlftb:vwm.NYBTG.com 1 Room name Laundry Bed 5 2 E4Kmd wall 14.5 It 26.3 It 3 Room height 9.5 ft heat/000l 9.5 ft heaV000l 4 Room dimensions 1.0 x 101.7 It 14.5 x 12.8 ft 5 Room area 101.7 ft' 184.9 fN Ty Construclion 1-1-value Or HTM Area (M Load Area (W) Load number (Btuhdt;°F) (BtuhrtN) or perimeter (10 (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/PIS Heat Cod 6 12F-Os6v 0.665 n 3.40 o.78 0 0 6 0 0 0 0, 0 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 0 0 .0 0 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 6 0 0 0 11 �G NYBTG Default _ _ _ ._0.350 n -- _ 0.00 0.00 _. _ -0- _ _ _ 0 _ - 0 - - _0 _- 0 _ - W 15B130wa6 0.093 n 3.30 0.17 0 0 0 0 138 103 303 6 C. NYBTG Default - - _--_ 0.350- n -. -.18.31- ...9.99. _.._- 0_.- - ---0 ____0 0 .._ . - .3 641 .. - 350 IW 12F-09w 0.065 a 3.40 0.78 0 0 0 0 0 - 0, 0 6 NYBTG Default 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 11.10 _ 0.600 a 31.38_. 13.92 -0 _ 0 _ -_ 0. -0 - 0 -0 _ _ 0 _ .0 V11 15B13-0wa6 0.093 a 3.33 0.18 50 50 171 11 0 0 0 0 -._ NYBTG Default. -- -- 0.350 -e-._18.31. _36.21 0-_.-__-.0__ 0 -. _ _.0_ _ -.-0-- 0 _ -- _ 0 -,_ - 0. W 12FOsw 0.065 s 3A0 0.78 0 0 0 0 0 0 0 0 NYBTG Default 0.350 s O.OD 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 s 0.00 0.00 0 0 0 0 0 0 0 D 11.10 0.600 s 0.00 0.00 0 0 0 :0 0 0 0 - 0 W 15B13•owo•6 0.093 s 3.43 0.21 88 88 302 19 _ _0 _ 0 0 D W 12FOsw 0.065 w 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 L-G NYBTG Default_ 0.350 _w 0.00 0.00 . -_ _. a 0 D 0 0 0 _ 0 0 IWI - 15B13-owa6 0.093 w 3.38 0.20 0 0 0 0 112 112 383 24 �--G.NYBTG Default 0.350 w 18.31 3621 0 - 0 -0 0 0 0 0 0 P 12C-0sm _ 0.091 = 4.76- 0.76 0 - 0 6 -0 0 _ 0 -0 0 C 16B-30ad 0.032 1.67 1.49 0 0 0 0 .0_ 0 0 0 C 168-30ad 0.032 - 0.00 0.00 0 0 0 0 0 0 _ 0 0 G 18B-30w 0.034 0.00 0.00 0 0 0 0 0 0 0 0 -�- Sky plaan4,small, --- 0.350 ..-.- - - 0.00_. _ 0.00-----T- 0 .__. 0- --.-- A 0, 0----- - 0-- 6 F 19Ar30bsW- _ 0.034 -. 0.00 0.00 0. _-_ 0. - .0 0 0 0 _ 0 Q F - 19A-30bsu p - _0.034 - 0.00 --0.00 0 - - 0- - 0 0 0 F ._ 19/k30csnp, .- _ 0.034 0.00_ 0.00 - ,_ _0 0 -.. _ 0- ---- - 0 .- 0 0 0.._ _ 0 F 00-30w 0.035 1.83 0.23 0 0 0 0 0 0 0 0 F 21A 28t-- 0.022 - 1.15 0.00 _ _ .102 102 Iv- 0 185 _._. .185 213 0 6 c)AEDexarrsion -32 -55 Envelope loss/gain 590 -3 1539 324 12 a) Infiltration 54 4 98 8 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 1 230 Appliancestother 1341 1732 Subtotal(Iines6to13) 1644 1343 1638 2294 Less ekemalload 0 0 0 0 Lesstransfer 0 0 O 0 Redistribution 0 0 0 0 14 Subtotal 644 1343 1638 2294 15 Ductloads 8% 2% 51 32 8% 2% 129 55 Total room load 695 1375 1766 2349 Air required(dm) I29 74 75 126 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoTt' 2023-JarF2013:29:19 ACCP. Right-Sote®Uriversal202222.0.05RSU26095 Page ryFields\Lot 4_Wildberry_Fields Pennittirg.rnp Calc=MJ8 FrorfDoorfaces:S Right-JO Worksheet Job: 3095 .v rn ioet o� Ieuii oivio Date: Jan 04�2023 Basement New York Building Technology Group By. Tom Baccarella 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Plane:631-495-0289 Email:Tom@nybtg.ccm Web:vtiwo.NYBTG.com 1 Room name Office Unfin Playroom 2 Exposed wall 22.5 It 115.3 ft 3 Room height 9.6 It heat/cool 9.5 It heat/cool 4 Room dimensions 9.8 x 12.8 8 1.0 x 10422 ft 5 Room area 124.3 ft' 10422 ft' Ty Construction U-value Or HTM Area Load number (BtuW'F) (BtuhfiF) or perimeter (ft) (Btuh) oorreaperim�r Load (ft) (Btuh) Heat Cod Gross NIPS Heat Cod Gross NIPS Heat Cool 6 12FOsw 0.065 n 3AO 0.78 0 0 0 6 0 0 0 0 NYBTGDefault 0.350 n 0.60 0.00. 0, 0 0 0 0 0 0 0 NYBTG Default 0.350 n. 0.00 0.00. 0 0 0 0 0 0 0 0 NYBTGDerault 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 NYBTG.Default _- :_ 0.350 .n 0.00 --0.00 0 _ _ 0 0 0- ,0 0 0 0 VV 15B1&Owa6 0.093 n 3.30 0.17 93 75 233 8 392 392 1345 84 Lam__ NYBTG Default 0.350_ n- 1 8.31 9.99 18 0 320 175 0 0 0 0 1N 12FOsw - 0.665 'e 3.40 0.78 O. - __.0 _ _. O 0 0 - b . - �0 0 NYBTG Default 0.350 a 0.00 0.00 0. 0 0 0 0 0 0 0 11JO . 0.600 a 31.38, 13.92 0 0 _ 0 0 0 0. 0 -0 151313.0wo-6 0.093 a 3.33 0.18 121 104 331 14 43 43 147 9 NYBTG-Default _-_ - 0.350 -e 18.31 36.21 18 0 320 634 W 12FOs 0.065 s 3.40 0.78'-- 0 0 0 0 -00 0 0 0 - 6 -. -0 0 NYBTG Default 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 11J0 _ - 0.600 s 0.00 0.00 0 0 0 0 0 .0 0 0 W _ 15813-0vw-6 0.093 s 3.43 021 0 0 _ 0 0 430 430 1476 92 W 12FOsw 0.065 w 0.00 0.00 0 0 0 0 0 0 `0 0 NYBTG Default 0.350 -w 0.00 0.00 0. 0 0 0 0 0 0 0 NYSTGDefault 0.350 -w 0.00 0.00 0 0 0 0 0 0 0 0 W 15B13 Owo 6 0.093 w 3.38 0.20 0 0 0 0 230 218 732 41 NYBTG Default 0.350 w 18.31 3621 0 0 0 0 12 0 220 435 P 12C-Ow 0.091_ - 4.76 0.76 0 0 0 0 0 0 0 0 C 16&30ad 0.032 1.67 1.49 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 0.00 OAO 0 0 0 0 0 0 0 0 �{ 18&30w 0.034 0.00 0.00 0 0 0 0 0 0 0 0 -G,Skyglaanq,small, 0.350_ - 0.00 0.00 Q -- F 19A•306swp 0.034 0.00 0.00 - U - 0 - 0 -_ p- 0 19A-30bsm -- 0_034 _.. 0.00 0.00 0•_ _, - -0 0 .- - -._0__. 0- --0 0 20P-30cswp 0.034 - 0.00. 0.00 _, 0_ 0, 0 0 0 0 . 0 0 F 20P-30w 0.035 1.83 0.23 0 0 _ 0 0 A 0 0 0 F 21M28t 0.022 - 1.15 0.60 124 124 143 1042 1199 0 6 c)AEDexausion -43 173 Envelopeloss/gain 1347 787 5119 834 12 a) Infiltration 84 7 432 34 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 1 230 0 0 Appliances(other 1732 1903 Subtotal Oines 6 to 13) 1432 2756 5551 2772 Lessexlemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1432 2756 5551 2772 r15Dudloads 8% 2% 113 66 8% 2% 436 66 Total room load 1544 2822 5987 2838 Air required(dm) 65 151 253 152 Calculations approved bYACCA to meet all requirements of Manual J 8th Ed wrigFr,tsoFt �� 2023-Jan•2013:29:19 Right-Suite®Uriversa12022 22.0.05 RSU26095 Page 3 ...ryFields\Lot 4_Wildberry_Fields Pemr tting.nrp Calc=MJ8 FrortDoorfaces:S NCri YOPR BUIICIPIG Right-M Worksheet Job: 3095 Basement Date: Jan 04,2023 By. Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.00m Web:vwwa.NYBTG.00m 1 Room name Hall/Stairs 2 Bposed wall 40.5 ft 3 Room height 9.5 It heatbool 4 Room dimensions 1.0 x 293.9 ft 5 Room area 293.9 ft Ty Construction U-value Or HTM Area (W) Load Area Load number (Btuhrtt2_°F) (BtuhAN) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12F 0sw 0.065 n 3.40 0.78 121 121 412 94 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 11 NYBTGDefault. _ 0.350._n ...0.00- _0.00 --_- 0 - -- -0.--- ._ -0 - - - -0 . 1tV '15B13-0wo-6 0.093 n 3.30 0.17 0 0 0 0 _ .__.G. NYBTG-Default._ _ _. -0.350 _ n_-_ - 18.31 ___.9.99 0 ---- .._0 _- --_-_4--._ -_- 0 IW 12F-0sw 0.065 a 3.40 0.78 50 28 86 20 1--c; NYBTG Default 0.350 a 0.00 0.00 0 0 0 0 -D 11JO _. 0.600 .e_ - .- 31.38 -_.13.92 _. 24 .24 _753 334 W 15B1&Owa6 0.093 a 3.33 0.18 0 0 0 0. 1--G NYBTG Default.--- - -0.350_e-._._.18.31- ---36.21 - ---.--U-_ -0--------0---.---.-0 -. WI 12F-Osw 0.065 s 3AO 0.78 59 59 262 46 - NYBTG Default 0.350 s 0.00 0.00 0 0 0 0 NYBTG Default 0:350 s 0.00 0.00 0 0 0 0 1111,10. _ 0.600 s . .0.00 . 0.00 A 0 .0 0 W 1512113-Owo-6 _ 0.093 s 3A3 _ _0.2.1 0 0 0 .- 0 w 12F-Osw 0.065 w 0.00 '0.00 0 0 0 A NYBTG Default 0.350 w 0.00 0.00 0 0 0 0 NYBTG Default 0.350 -w 0.00. 0.00 0 . . 0 0 IW 15813.0w -6 0.093 w 3.38 0.20 0 0 0 0 L-G NYBTG Default 0.350 w 18.31_ 3621 _ 0 0_ 0 _ 0- - P 12C-Osw 0.091 - _. 4.76 0.76 - _.154 164 . 735 111 - C 16B-30ad 0.032 1.67 1.49 3 3 5 5 C 16B-30ad- 6.032 0.00 0.00 0 . _.. d 0 0 �t 18B-30w 0.034 - 0.00 0.00 0 0 0 0 �-G SkVglazinq,small, .-- - -----0.350.... --0:00 0 .__.-0 -----_-0---- .--. IF__ - 19A-30bs6vp _ 0.034 . 0.00 wd 0 --0 0 _. 0 F -- 19A-30bswp------ - - ---0.034. _ 0.00 -0.00 ____0 -----0. -- 0 19A 30c�vp --- -- 0.034 __. _ _ _0.00. _ 0.00 . .._.._ 0 _.0 -- 0 0... - F 20P-30w 0.035 1.83 0.23 294 294 538 69 F- .- _ '21Ar28f_ .. . .' 0.02 02.__r_ 1.15 _ 0.00 : .-- - 0 _ 0 . 6 c)AED excursion -33 Envelope losslgain 2733 653 12 a) Irfillration 288 23 b) Room ventilation 0 0 13 Internal gains Oaupants@ 230 0 0 Applianc eslother 682 Subtotal Oines6to 13) 3021 1358 Less edemalload 0 0 Lesstrander 0 0 Redistribution 0 0 14 Subtotal 3021 1358 15 Dudloads 8% 2% 237 33 Total room load 3258 1390 Air required(dm) I138 74 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. �+ wrightsoTrt 2023-Jan-2013:29:19 ACZ5k Right Suite®Uriversal 2022 22.0.05 RSU26095 Page 4 ryReldslLot 4_Wildberry_Fields Pemutting.np Calc=MJ8 FrortDoorfaces:S NCW VORRVT Ip'JipIoG Right-M Worksheet Job: 3095 First BR wing Date: Jan 04,2023 New York Building Technology Group - By. Tom Baccarella 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tam@rybtg.mm Web:www.NYBTG.com 1 Room name First BR wing Bed 4 2 Exposed wall 106.8 It 29.5 ft 3 Room height 9.0 it d 9.0 ft heat/cool 4 Room dimensions 1.0 x 189.1 ft 5 Room area 7812 ft2 189.1 ft2 Ty Construction U-value Or HTM Area (T) Load Area number (Btuh&L-F) (Btuh ) or perimeter ( ) Load (ft) (B1lih) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 UF-05w 0.065 'n 3AD 0.78 317 188 638 146 238 55 106 7 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 0 6 0 0 NYBTG Default 0.350 n 18.31 9.99 72 0 1309 714 36 0 654 ' 357 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 NYBTG Default 0.350 n 18.31 9.99 58 0 1062 - 579 _- 0 0 a 0 W 15B13-0wo-6 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 L� NYBTG Default 0.350 n 0.00 0.00 0 0 _ 0 0 0 _ 0 0 0 W 12F-Osw 0.065 'e 3A0 6.78 212 182 617 _ 142 160 139 472 108 NYBTGDeFault 0.350 a 18.31 36.21 30 0 549 1086 21 0 384 760 _D 11.10 0.606 a 0.00 - 0.00 0 0 0 0 0 B N 0_ 0 0 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 NYBTGTG Default 6 fault _ 0.350 e _0.00 0.00 0 0 0 0 0 0 0 0 W' 12FOsw 0.065 s. 3.40 0.78 36 96 122 .28 _ ,U -0: 0 - -0 NYBTGDefault 0.350 s 0.00 0.00 0 0 ' 0 0 . 0 0 0 0 NYBTG Default 0.350 s 0.00 0.00 0 0 0 0 0 .0 0 0 11J0 0.600 s 0.00 0.00 0 _ 0 ._ 0. 0 0 0 0 0 W 1013-Dwo-6 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 IW 12F4sw 0.065 w 3.40 0.78 106 106 359 82 0 0 0 0 NYBTG Default. 0.350 'w 0.00 0.00 0 „- 0 0 0 0 0 0 0 I-G NYBTG Default 0.350 w 0.00 0.00- . 0 0 0 0 0 . _ 0 0 0 15B13•ow-6 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 WWL-GNYBTG Default 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 P 12C-0Om' . .- 0.691 4.76 0.76 290 290 1381 219 0 0 0 0 C 16B-30ad 0.032 - 0.00 0.00 0 0 0 0 0 0 0 0 C 16B . - - .1.67 . 1.49 89_'. 89 149 133 .0 _ 0 0 0, 18B-30 30w 0032 0.034 - 0.00 0.00 0 0 0 0 0 0 0 0 . 5kvglaanq,small,_ _-__ -_0.350 __- 0.00--_-0.00_ _- -0 - 0 - - p -- --0 -0 -0. -_____ 0 _ 0 F 19A 30bsvup. 0.034 1.49 027 62 62 93 16_ 0 0 0 . 0 F- _ 19f301up-- 0.034- _.-0.00 0.00 _._ - 9.-._ 0 .._- _0__ ._ 0. 0 0 0 0 F. 19A 30rswp. 0.034 0.00 0.00 6;. 0 0 0 0 0 0 0 F 20P-30w 0.035 - 0.00 0.00 0 0 0 0 0 0 0 0 F 21A-28t 0.022 - - 0.00 0.00 6 6 0 0 0 0 0 D 6 c)AED excursion o -25 Envelope loss/gain 6280 3147 1748 1255 12 a) Infiltration 839 67 332 26 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Applianceslother 3482 1400 Subtotal pines 6 to 13) 7118 6696 2081 2682 Less edemal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 14 Subtotal 0 0 0 07118 6696 2081 2682 15 Dudloads 12% 3%1 8561 206 12% 3% 250 83 Total room load 7974 6902 2331 2764 Air required(cfm) 600 600 175 240 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed � wrlghtsoft^� Riga-Suite®Uri 2023-Jan•2013:29:19 Universal 2022 22.0.05 RSU26095 Page 5 ryFieldsUot 4_Wildbeny_Fields Perrtittirg.np Calc=MJ8 FrortDoorfaces:S NEW VOR% AUILDING Right-J®Worksheet Job: 3095 -1` -` First BR wing Date: Jan 04,2023 By. Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtq.com Web:vm w.NYBTG.com 1 Room name Bath 4 Den 2 E)posed wall 15.3 ft 24.3 It 3 Room height 9.0 It heat/oocl 9.0 It heaNmd 4 Room dimensions 9.5 x 6.8 It 1.0 x 241A ft 5 Room area 54.6 iF 241 A tg Ty Construction U-value Or HTM Area (ft'2) Load Area (ft) Load number (Btuh*-TF) (BtuhAP) or perimeter (ft) (Btuh) or perimeter (it) (Btuh) Heat Cool Gross N/P/S Heat Cool Grass N/P/S Heat Cool 6 12FOsw 0.065 ri 3.46 0.78 0 0 6 0 113 77 261 '60 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 0 0 0 •0 NYBTG Default 0.350 n 18.31 9.99 0 0 0 0 36 0 654 357 NYBTG'Default 0.350 h 0.00 0.00 01 0 0 0 0 0 0 0 11 NYBTG Default .- - - _._-0.350.._n- 18.31. 9.99- --_-._ 0 ._---_ 0 _ ._ - 0 0 _ W 15B13-0v-6 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 _ ---.-G- NYBTG Default_..,--- - _ _ --0.350_n-- -----0.00 .0.00 ..__ ._ .-0 _..-_-..0 _ .__0 __0 ---__0 __ -0_._ . - IW 12F0sw 0.065 a 3.40 0.78 , 52 43 145 33 0 0 0 -0 L- G NYBTG Default '0.350 a 18.31 36.21 • 9 0 165 326 0 0 0 0 _�_D 1111.10 _ _ 0.600 _e... .. _0.00_ 0.00 0 ._- 0 _ _ 0 A 0 _ .. _0 0. _. _ _ 0 W 15B13-Owa6 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 --G NYBTG Default . -- 0.350 e- 0.00 0.00 -- 0 - -- 0 -- -0�- - -0--- --0 W 12FOsw 0.065 s 3A 0.78 0 0 0 0 0 0 0 0 L� NYBTG Default 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 11J0 0.600 s 0.00 0.00 0 0 0. 0 0 0 0 0 W 15B13-0ua6 0.093 5 0.00 0.00 0 0 0 0 0 0 0 0 W 12F0sw 0.065 w 3AO 0.78 6 0 0 0 106 106 359 82 NYBTG Default 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default _0.350 w .. 0.00 .0.00 0 0 0' .. _ -0 0 0 0 0 IW 15B13-Owo-6 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 L�_--G NYBTG Default 0.350 _w 0.00 0.00 0. 0 0 0 0 _ _0 0 0 P 12C-6sw _ 0.091. - 4.76 _ _ 0.76 86- - -_ 86 407 - 65 0 0 -, . :"0 0 C 16B-30ad _ 0.032 0.00 0.00 0 _ 0 0 0_ 0 0 _0 0 C 16B-30ad 0.032 - 1.67. 1.46 0 _ 0 0 0 0 0 0 0 �{ - 1BB-30w 0.034 - 0.00 0.00 0 0 0 0 0 0 0 0 -_-_-_G_ SkV9laang,snall,. -..-- ---0.350----. ---.0.001 _---.0.00._- 0. 0- -- ----9 F 19A30bswp 0.034 IA9 027 0 0 - - _ 0 0 0 0 _ 0 0 F -- 19A-30bsvvp - 0.034-=---- 0.00. 0-Q0 --- --0 -- ---0. .._ _ 0.- . --0. _.. -0 - --0---- -.0 - -- -0 F _ 19A30osnp om,4 _- 0.00, ---0.00' - _ 0 _ 0. _ 0 L0 ,. _ 0 _ -0 ,__-, 0. . 0. F 200-30w 0.035 - 0.00 0.00 0 0 0 0 0 0 0 0 F 21A28t ._ .-- 0.022 - 0.00 - 0.00 - .0 0 0 -. -0 0 0. _ 0 6 c)AEDe=rston 58 -21 EmLelope losstgain 717 4B2 1275 478 12 a) Infiltration 65 5 273 22 b) Room ventilation 0 0 0 0 13 Internal gains Omipants@ 230 0 0 0 0 Applianoes/other 0 1741 Subtotal(lines6 to 13) 782 487 1548 2241 Less etemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 782 487 1548 2241 15 Ductloads 11216 316 94 15 129/6 3% 186 69 Total room load 876 502 1734 2310 Air required(ctm) 66 44 130 201 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -fl'i wrightsoft 2023-Jan-2013:29:19 Right-Suite®Uriversal202222.0.05RSU26095 Page ..uyRelds\Lot 4_Wildberry_Fields Pennitfing.np Calc=MJ8 Front Door faces:S v�C'N Vpp 1 Right-M Worksheet Job: 3095 N � seJ�! IQ UIJl Do YG First BR wing Date: Jan 04,2023 New York Building Technology Group By. Tom Baccarella 159 Rt 25A Bolding 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tam@rrybtg.com Web:wvvw.NYBTG.com 1 Room name Hall 2 Exposed wall 37.8 ft 3 Room height 9.0 ft heat/cool 4 Room dimensions 1.0 x 296.1 ft 5 Room area 2961 W Ty I Construction U-value Or HTM Area Load number ( (� Load Area Btuwgz^F) (BtirhRt' or perimeter (ft) (Bhuh) or perimeter Heat Cod Gross N/P/S Heat Cod Gross N/PI5 Heat Cod 6 12F-Osw 0.065 n 3AD 0.78 99 41 in 32 NYBTG Default 0.360 n -0.00 .0.00 0 0 0 0 NYBTG Default 0.350 -n 18.31 9.99 0 0 0 0 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 11 NYBTG Default _ 0.350 n 18.31 ,_ ,_9.99 58 0 1062 579 - 15B13-0vui6 0.093 n 0.00 0.00 0 0 0 0 L-G NYBTGDefault _-_ 0.350 _n., _ 0.00 0.00- -. 0 0 0 0 - w 12r-O9N 0.065 a 3.40 0.78 - 0 6 T. - 0 - U _ NYBTGDefault 0.350 e' 18.31 3621 0 0 0 0 11JO 0.600 _e . 0.00 0.00 0 0 0 0 , �j 15B13-Owo-6 0.093 a 0.00 0.00 0 0 0 0 `G.NYBTG Default 0.350,-e-. 0.00._- 0.00- 0 0- _ _ -0 0 W 12FOsnr - I - 0.065 s 3A6 0.18 86 36 122 28 NYBTGDefault 0.350' s 0.00 0.00 6 0 0 0 F�-pG NYBTG Default 0.350 s 0.00 0.00 0 0 0 a 111.10-_ 0.600 .s 0.00 6.00 _ 0 0 0 0 w 1013-Wo6 0.093 a 0.00 0.00 -0 0 0 0 W 12F-Ow 0.065 w 3AO 0.78 y 0 % 0 0 NYBTG Default 0.350 w 0.00 0.00 0 0 0 0 NYBTG Default 0.350 .w. 0.00 0.00 _ _-. 0 0 0 0 IW 15B13-Wuo-6 0.093 w 0.00 0.00 0 0 0 0 �--G NYBTG Default 0.350 w 0.00 _ -0.00 0 0 0 P 12C-09N - 0.091 - :4.76 - 0.16- 2 0 05 205 974 15 C 1613-30ad 0.032 - 0.00 0.00 0 0 0 0 C 166-30ad 0.032 `- .-,1.67 1A9, 89 89 149 133 C, 18&30w 0.034 0.00 0.00 0 0 0 0 L___G,Skyglaang,small, _ .- 0.350_ -_ __ 0.00 ___-0.00_ ____0 _ _ 0 0 0 F� - 19Ar30bavp 0.034 - 1.49 027 62 62---- 63 18 F, --_ 19X30bsuup__ - _0.034 --- 0.00.---. 0.00 -- F - 10A-30 -- cswp 0.034 0.00 _.0.00- ---0 0 0 0 F 20P-30w 0.035 - 0.00 0.00 0 0 0 0 F 21A-28t 0.022 - 0.60 0.00 0 6 _ ' 0 6 6 c)AED excursion -12 Envelopeloss/gain 2639 931 12 a) Infiltration 169 13 b) Room ventilation 0 0 13 Internal gains: Occupants@ 230 0 0 Appliances/other 341 Subtotal(lines 6 to 13) 2708 1286 Less external load 0 0 Lesstransfer 0 0 Redistribution 0 0 14 Subtotal 2708 1286 15 Dudloads 120/a 3% 326 40 Total room load 3034 1325 Air required(dm) 228 115 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed wrightso.4WK Rigk-Sote® 2023-Jan-2013:29:19 Uriversa12022 22.O.D5 RSU26095 Page 7 ..xyFieldsXLot 4_Wildberry_Fields Pemdtdrg.nq Calc=MJ8 FrortDoorfaces:S J�. Right-JO Worksheet Job: 3095 ncn 10" oST InuaR!t�a Date' Jan 04,2023 LR/Kit Wing By. Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631.495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name LRNtWing Living 2 E)vosed wall 134.3 It 57.8 ft 3 Room height 12.8 ft d 16.9 It heaNcool 4 Room dimensions 24.3 x 24.3 ft 5 Room area 1219.1 ft 588.1 ft= Ty Construction U-value Or HTM Area (ft2) Load Area (W) Load number (Btuhrtt;°F) (BtuhAP) or perimeter (f0 (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 1217-b9w 0.095 n -340 0.78 387 213 722 166 218 1U4 354 81 NYBTG Default 0.350 n 18.31 9.99 44 0 805 439 44 0 805 439 NYBTG Default 0.350 n 18.31 9.99 83 0 1510 824 22 0 403 220 NYBTG Default 0.350 n 18.31 6.99 48 0 879 336 48 0 879 336 11 NYBTG Default_ _ ._ ­0.350 .n.- 0.00 0.00 0 '-0- __ ,,._0 - _ _ 0._ .0 0 _ 0_, 1hV 15B1&OacG 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 T G_ NYBTG Default ._. __0.350_ n.. _ -0.00 - 0.00 - 0 - 0 - 0 -- - 0 --a- 0 -0 0 w _ 12F-09u 0.065 a 3.40 0.18 290 283 962 221 193 193 661 151 I--G NYBTG Default 0.350 a 18.31 36.21 1 0 128 253 0 0 0 0 11J0. ..--_ _ _ 0.600 a 0.00 ,_0.00 0 _ 0 - . -0- 0 0 0. .0 W 15813-0xaG 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 L-.--G. NYBTG Default ----- -.-- _ 0.350--e ---_0.00--- _0.00 _._.----0___-- __0 �0_ __ _ - W 12F-0sw 0.065 s 3.40 0.78 450 309 1050 241 83 M - 181 42 tNYBTG Default 0.350 s 18.31 17.96 54 0 -988 970 0 0 0 0 -G NYBTG Default 0.350 s 18.31 17.96 60 0 1098 1077 30 0 549 539 111.10 0.600 s 31.3B' 13.92 - _ 27 27 847 376, 0 0 0 0 W 15B13-NrA 0.093 _s 0.00 0.00 0 0 _ 0 _ 0 0 0 0 0 W 12F-(Lw 0.066 w 3.40 0.78 468 331 1126 258 412 275 9M 216 NYBTG Default 0.350 w 18.31 .3621 84 0 1538 3042 84 0 1538 3042 i--G NYBTG Default 0.350 w. 18.31 .3621 53 :,0, 961 - 1901 53 0 961 1901 IW _ 15B13-0wo-6 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 L--G NYBTG Default 0.350 w 0.00 _ 0.00 0 _ 0 0 0 0 0 _ 0 0 12 P C-09w. _ 0.091 - 0.00 0.00 --- _- 0 _,0 0 , - -0 0 -_ 0, - 0 C 1613-30ad 0.032 0.00 0.00 _ 0 0 0 0 0 0 0 0 C _. 16B 30ad 0.032.--. 1.67 1.49._ 246 246 412 -367 4 4 . - 7 .. .. 6 G 1813-30w 0.034 1.78 0.57 969 969 1723 550 969 969 1723 550 �- SkyQlaanQ,small, - - -0.350 - -----0.00 _ _ 0.00-------- 0. 0 0 ---0- -- - 0 -0- - -0 _ 0 _ IF 19A-30bs.W 0.034-_ - 0.00 0.00 0 0 0 0 . _ 0. 0 0 _ _ 0 IF 19A_30bstiW -- - -- _0.034 -.-- 0.00-- --0.00- -- 0 0 -0 - 0 0 -.-0 - 0 F. __ -imrzc swp _ Aom _ _IIA9 _ .027- 142 _ _ 142 212 _ 38 _ . 0. _ _ 0 0 F 20P-30w 0.035 0.00 0.00 0 0 0 0 0 0 0 0 F- 21A-28t 0.022 - 0.00 0.00 - 6 c)AED excursion 1222 1331 Envelope losstgain 14964 12282 8992 8852 12 a) Infiltration 1995 159 1134 90 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 6 1380 6 1380 Appliancestother 7684 2500 Subtotal Pines 6to13) 16958 21505 10126 12822 Lesse:Qemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16958 21505 10126 12822 15 Durtloads 18% 2% 1369 333 8% 2°/n 818 198 Total room load 18328 21837 10944 13021 Air required(dm) 947 947 565 565 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrilgF�tsoft^ 2023-Jan-2013:29:19 ACCP. Mgtt SLiteQD Uriversal 2022 22.0.05 RSU26095 Page 8 ryFields\Lot 4_Wildbeny_Fields Pemntting.rnp Calc=MJ8 FrortDoorfaoes:S nCri MONK �� �N UJI'DIN6 Right-JO Worksheet Job: 3095 >lF LR/Kit Wing Date: Jan 04,2023 New York Building Technology'Group By. Tom Baccarella 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.cam Web:www.NYBTG.00m 1 Room name Dining Kitchen 2 Exposed wall 21.0 ft 13.3 ft 3 Room height 9.0 ft heallood 9.0 ft heat/mol 4 Room dimensions 1.0 x 197.6 ft 1.0 x 249.2 ft 5 Room area 197.6 ft' 2492 fl' Ty Construction U-value Or HTM Area Load Area (IF) Load number (Stuhk--F) (BtuhWiM or perimeter (ft) (Btuh) or perimeter (ft) (BWh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 12FOs6v 0.065 n 3.40 0.76 169 108' 368 84 o 0 0 0 NYBTG Default ' 0.350 n 18.31 '9.99 0 0 0 0 0 0 0 0 NYBTG Default 0.350 n 18.31 9.99 60 0 1107 604 0 0 0 0 NYBTG Default 0.350 n 18.31 6.99 - 0 0' 0 0 0 .0 0 0 11 NYBTG Default . 0.350 n O.OD 0.00 0 - 0_ o- 0_ D 0 0 _ 0 V11 15B13 Ovu-6 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 Lam_ ,. NYBTG Default_ 0.350 n 0.00 0.00 0 0 0 0 0 _ 0 0 0 ti 12F-Osw' 0.065 a 3.40 0.78 20' 20 89 18 .20 20 --6-9 16 NYBTG Default 0:350 a 18.31 36.21 0 .0 0 0 0 0 0 0 11J0 0.600 a 0.00 0.00 0. 0 0 0 0- .0 0 0 W 15B130wa6 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 -b G NYBTG Default 0.350 a 0.00_ _ 0.00 12FOsw OA65. s 3.40 0.78 ---0 -0 _. . ..O 99. � 282 65 NYBTG Default 0.350 s 18.31 17.96 0 0 0 0 0 0 0 0 NYBTG Default' 0.350 s 18.31 17.96 0 0 0 0 16 0 293 287 11JO 0.600 -s i' 31.38 _ 13.92 0 .. .0 0 0 0 0 0 0 W _- 15B13-Dyw-6 0.093 s 0.00 0.00 0 0 0 0 -0_ 0 0 __ 0 IW 12F-0sw 0.065 w 3.40 0.18 'a 0 0 0 0 0 0 0 t--c� NYBTG Default 0.350 w 18.31 3621 0 0 0 0 0 0` 0 0 L--G NYBTG Default 0.350 . w„ 18.31 3621 0 0 0 0 . 0 0 0 0 IW 15813 OwaG 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 L-G NYBTG Default 0.350 w 0.00, _ 0.00 0 0 0 _ 0 0 0 0 0 P- 12C-Osw 0.091 - 0.00- 0.00 0 01, 0 0 0 0 0 0 C 16B-30ad 0.032 - 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-30ad., 0.032 - 1.67 1.49 29 29 49 44 .30 30 _ 51 45 18B-30w 0.034 - 1.78 0.57 0 0 0 0 0 0 0 0 _._-. SkV4laanq,5mall,.- -- _ ,--__0.350 - 0.00 --__0.00 ---___-_-0 --- _ _ 0 -_----- 0. 0 0 _0 0 0 F 19A 30bswp_- 0:034 - 0.00 0.00 0 0 F 19A 30bswp _ _ 0.03_ 4- -- __0.00 0.00 _ 0 _ 0 0 _, _ - 0-- 0 0 0 0 19/k�30csyup _ 0.034-._- 1.48 027 . 0' 0 ._ . 0 _ 0 0 _ 0'_ 0 _ ' _0 F 20P-30w 0.035_ - 0.00 0.00 0 0 0 0 0 0 0 0 F 21/ 28t - 0.022 6.00 0.00 0 -0 0 0 0 0 0 0 6 c)AED excursion -142 -195 Envelope low/gain 1593 606 694 218 12 a) Infiltration 236 19 149 12 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Appliancestather 1400 3784 Subtotal Qines6 to 13) 1830 2025 B44 4013 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1830 2025 844 4013 15 Ducloads 8% 2% 148 31 8% 2% 68 62 Total room load 1977 2056 912 4076 Air required(dm) 102 89 a7 177 Calculations approved byACCA to meet all requirements of Manual J 8th Ed wrlgF>1tso/Ft 2023-Jan-2013:29:19 """"-'...... """" ggf-Suite@Uriversal2022 22.0.05 RSU26095 ACCK .. Fields%Lot 4_Wildbe Fields Perrnifti Page •ry ny_ ng.nP CaIc=MJB FrortDoorfaces:S N E'H YON!I EUi+Dia G Right-JO Worksheet Job: 3095 LR/Kit Wing Date: Jan 04,2023 By. Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Plaoe,NY11764 Phone:631.495-0289 Email:Tom@rrybtq.00m Web:mw.NYBTG.00m 1 Room name Pantry Entry 2 Exposed wall 7.0 ft 23.3 it 3 Room height 9.0 ft heallmol 9.0 ft heat/cod 4 Room dimensions 7.0 x 6.0 It 17.0 x 6.3 ft 5 Room area 42.0 1P 106.3 fl' Ty Construction U-value Or HTM Area (f12) Load Area (ft2) Load number (BtuhR;°F) (BtuhAF) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 W 12F-6N 0.065 6 3.40 0.78 0 0 0 0 0 b 0 0 NYBTG Default 0.360 n 18.31 9.99 0 0 0 0 0 0 0 0 NYBTG Default 0.350 n 18.31 9.99 0 0 0 0 0 0 0 0 NYBTG Default 0.350 . n 18.31 6.99 0 0 0 0 0 0 0 - 0 11 NYBTG Default- . - ___ _-0.350 _n 0.00 0.00 ,--- 0 .--- _ 0 ,, __ 0 _ 0. . - 0 0 _ 0 15B13-0wD-6 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 T--G NYBTG Default-. 0.350 n 0.00 _ 0.00 _ 0_. _- _ 0 _ -0_ - 0-- - 0 0 0 0 W -- ' 12f�Osw 0.065 e V --3Al) 0.78 0 0 0 0 0 6 0 0 NYBTG Default 0.350 a 18.31 36.21 0 0 0 0 0` 0 0 0 11J0-. 0.600 e, 0.00 0.00 ­0­ _ _0 0 0 - 0 _ - 11_ .. - 0 .. 0 1013.0wo-6 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 ----- NYBTG Default -0.350__e. - 0.00..- 0.00 .-- - - 0 0- -0 - 0 0 .- -0 -0 W 12F-09N 0.065 s 3AO 0.78 63 49 167 38 153 72 245 56 tNYBTG Default 0.350 s 18.31 17.96 0 0 0 0 54 0 988 970 -G NYBTG Default 0.350 s 18.31 17.96 14 0 256 251 0 A 0 0 11J0 0.600 s 31.38 13.92 0 0 0 0 27 27 847. 376 W _ 15B13-U6 0.093 _s 0.00 _ 0.00 0 0 0 0 0 _ 0 0 _ _ _ 0 IW 12F-Oswm, 0.065 w LL 3AO 0.76 0 0 0 0 56 56 191 44 NYBTG Default 0.350. w 18.31 3621 0 0 0 0 0 0 0 - 0 r G NYBTG Default 0.350 .w- 18.31 3621 0 1.0 1 0 0 .0 0 0 ._ 0 IW 15813.Owo-6 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 �--G NYBTG Default 0.350 w 0.00 0.00 0 0 0 _ 0 0 __ 0 0 0 P_ 12C-Osw 0.091 0.00 _ 0.00 0 ,.. -. 0_ _b 0 0 _ 0 _ . 0 0 C _ 16&30ad _0.032 _ --0.00 0.00 _ 0 0 0 0_ 0 _ _ 0 _ 0 C 1 D 6B-30ad 0.032 --- 1.67 1.49 -_.. -40' _ 40 67, - 60 -. 106 106 178 159 �( 1 BB-30w 0.034 - 1.78 0.57 0 0 0 0 0 0 0 0 �-G Skvglaanp,small,.. -----_0.350 _.- -0-__--0.00 - .00 0.--- - .-.__ 0 _.--- -0 Q-.._ .._----._Q..-- - ---0 0 IF_ . 19M30bswp .,.-_ __0.034 _ o.00. _ -. 0.00 -..- _ o .- .. _o _o o _ o_ .__ o o __ o F-- 19A'30bsvm_ -- - 0.034 0.00-- 0.00. - - -0 0-- _0 .---0 -0 - --0 - -0 F 19A-30cswp___. --0.034 _-,. _ _1,49 _027 -_ ,-_ .0. . .'. .0. _ 106 -_ --106 . - 159 26 0 0 F MP-30w 0.035 0.00 0.00 0 0 0 0 0 0 0 0 IF 21A-28 0 0.022 t-._ -.00 _0.. . . _ - -. 00 .. __ .0 __ ._0 0 _0, _ 0 ,%, ,- 0 0 6 c)AEDe)=rsion 47 162 Envelope loss/gain 490 397 2608 1795 12 a) Infiltration 79 6 262 21 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Appliances/other 0 0 SubtotEdgines6to13) 569 403 2870 1816 Less e)demalload 0 0 0 0 Lesstransfer 0 D 0 0 Redistribution 0 0 0 0 14 Subtotal 569 403 2870 1816 15 Durtloads 8% 2% 46 6 8% 2% 232 28 Total room load 615 409 3102 1844 Air required(dm) I 1 32 18 160 80 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrtgF>,tsoPt 2023-Jan•2013:29:19 Rigid-Suite®Uriversal2022 22.0.05 RSU26095 Page 10 ryFieldslLot 4_Wildberry_Fields Pemdtting.rnlp Calc=MJB FrortDoorfaoes:S N.C.MR( � ,J�,„� Right-JO Worksheet Job: 3095 LR/Kit Wing Date: Jan 04,2023 New York Building Technology Group By. Tom Baccarella 159 Rt 25A Bolding 1 Sute B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:wwW.NYBTG.com 1 Room name Powder 2 E)Vosed wall 12.0 ft 3 Room height 9.0 It heat/ood 4 Room dimensions 5.8 x 6.3 ft 5 Room area 35.9 ft' Ty Construction U-value Or HTM Area Load number (Btuhht-L°F) (B1uhAN) or perim�r (ft) (Btuh) oorperimeter Load Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W12F-Osei' 0.065 n 3AO 0.78 0 0 0 0 NYBTGDerault 0.350 n 18.31 9.99 0 0 0 0 NYBTG Default 0.350 n 18.31 9.99 0 0 0 0 NYBTG Default 0.350 n 18.31 6.99 0 0 0 0 11 NYBTG Default _ 0.350' n 0.00 0.00 0 0 0 0 1•n�•, 15B13-Wr-6 0.093 n 0.00 0.00 0 0 0 0 L n NYBTG Default ,.,. _ _0.350 n 0.00 _ 0.00 -_0,_,._ _.0 _ 0 __ --0- NYBTG W - 12F-Osw OA65 a 3.40. 0.78 56 49 - 167; 38 ` t---(� Default 0.350 a 18.31 36.21 7 0 128 253 �D 11J0..----- . _0.600 a 0.00 0.00 _ 0 0. D -0 15B13-0Ko6 0.093 a 0.00 0.00 0 0 0 0 NYBTG Default 0.350- e 0.00 0.00 _ 0 0- _ 0 0 W 121-119N 0.065 ,s 3AO 0.78 52 52 ^176 -40 - - NYBTG Default 0.350 s 18.31 17.96 0 0 0 0 NYBTG Default 0.350 s 18.31 17.96 0 0 0 0 11JO .. 0.600 a 31.38 13.92 ' .0 0 _ 0 - 0 W 15B �13-06 0.093 s 0.00 0.00 _ 0 0 0 0 W 12F-Os6v 0.065 w 3.40 0.78 0 0 0 6 -G NYBTG Default 0.350 w 18.31 3621 0 0 0 0. E- G NYBTG Default 0.350- w. 18.31: 3621 0 0 . _ 0 0 IW 15B13 Owo 6 0.093 w 0.00 0.00 0 0 0 0 �--G NYBTG Default_ 0.350 w 0.00 0.00 0 0 0 0 P• 12C-0sv.• 0.091 0.00 .0.00 0 .0 0 0 C _ 16B-30ad 0.032 - 0.00 0.00 _0 0 0 0 C 16B-30ad 0.032. - 1.67 1.49 _' 36 36 60 , - 54 18B-30w 0.034 - 1.78 0.57 0 0 0 0 -- - .Skv.Alaang.small, - 0.3b0 - __ _-0.00 0.00 . --- - 0 0 -- - -- - - F 19X30bswp _ 0.034 - 0.00 0.00 0 0 _ 0 0 F. , 19A-30bsm__ 0.034, -__- _.0.00 _ 0.00 ____. -_ 0. 0 0 0 - - -------- 0.034 - _ 19A-30cswp;.,. - '., _. ._- _ 1.49 _ 0.27. _ 36_ 36 _ --� 54 10 F 20P-30W 0.035 - 0.00 0.00 0 0_ 0 0 F, 21/428t- __ 0.022 - 0.06 6.00 `- 0 0 0 0 6 c)AED mcursion 19 Emelopeloss/gain 585 415 12 a) Infiltration 135 11 b) Room%entilation 0 0 13 Internal gains: Occupants@ 230 0 0 Appliancestother 0 Subtotal(lines 6to 13) 720 425 Lessextemalload 0 0 Lesstransfer Redistribution 0 0 14 Subtotal 0 0720 425 15 Dudloads 8% 2% 58 7 Total room load T- 1 779 432 Air required(dm) 40 19 Calculations approved byACCAto meet all requirements of Manual J 8th Ed �'t wrightsoft-ACCA Right-Sute®Uri 2023-Jan-2013:29:19 �ersa1202222.0.05RSU26095 Page11 ryFieldslLot 4_Wildberry_Fields Pemtitting.np Calc=MJ8 FrortDoarfaces:S NEW Right-J®Worksheet Job: 3095 Y0"` �S �e ',,D1=` Ms>fr Wing Date: Jan 04,2023 New York Building Technology Group By. Tom Baccarella 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtgq.cem Web:www.NYBTG.com 1 Room name MstrWing Master Bed 2 E)posed wall 99.0 It 69.8 ft 3 Room height 10.9 It d 12.7 ft heat/cool 4 Room dimensions 24.3 x 17.8 ft 5 Room area 709.9 ft' 430A IF TY Construction U-value Or HTM Area (ftF) Load Area (ft) Load number (BtuWF) (Btuw or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F=09ni 0.065 n 3.40 0.78 309 '198 674 155 309 198 674 155 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 n 18.31 9.99 ;111 0 2024 1104 111 0 2024 1104 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 NYBTG Default 0.350 n_ 0.00, _0.00 _.- .0 0 0 0. _ _0 T151313-0wo-6 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 _ NYBTG Default_ _ _ _ _. 0.350 _n _ 0.00 _ 0.00_ _.__. _-0 0 O 0,. 0 -- 0 __. . - 0 0 IW - 12F=0sw 0.065 a 3.40 0.78 396 313 1062 244 160 128 436 100 1--ti NYBTG Default 0.350 a 18.31 36.21 83 0 1524 3015 32 0 577 1141 ._. -. 11J0 . . . _. 0.600 a .. 0.00 - ...0.00 , 0._ _ .._ 0 0 0 - _ 0 _ - -0. ,0 0 W 15B13-Owa6 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 T_G NYBTG Default 0.350 _ e_ _ 0.00 __0.00 . - ____ 0 ._ 0 __0 ., •_ __0 _ _ _0_ __ 0 0 0 w 12F-Osw 0.065 s 3.40 0.78 169 149 508 117 91 91 308 71 NYBTG Default 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 {L---pG NYBTG Default 0.350 s 18.31 17.96 19 0 352 346 0 0 0 0 ilia 0.600 s 0.00 0.00 0 0 0 0 0 0 0 0 W 151313-0uv-6 0.093 s 0.00 0.00 0 _ 0 0 -Cl 0 0 0 0 W 12F09w 0.065 w 3.40. 0.78' 160 128 436 100 160 128 436 100 EiNYBTG Default 0.350 w 0.00 0.00 0' 0 0 0 0 0 0 0 NYBTG Default 0.350 w 18.31 3621 32, 0 577 1141 32. 0 .577 1141 IW 15B13-awo•6 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 ' - G.NYBTG Default 0.350 w 0.00 _ 0.00 0 _ _ _ 0 0 - 0 0 0 0. 0 P 12C-09w _ 0.091 r 0.00.. 0.00 _0 0 ___0 _ _0 0 0 0 0 C 1613-30ad 0.032 _ 0.00 0.00 _ 0 0 0 0 0 0 _0 _ 0 C 16B-30ad , _0.032. - 1.67 1.49 . ._ 2M 283 474 423 3- 3 6 6 C. 18B-30w 0.034 - 1.78 0.57 503 503 894 285 503 503 894 285 � __G SkVplaang,small, _ _ 0.350 - _0.00 __0.00_ _o ._-_o .--.. . ._0 0 _ _ 0 F, - 19A-30bswp ... _0.034 - 0.00 0.00 a .'_0 0 ._0 0 0. - 0 0 F___--- 19A-30bswp----_--- -.-- 0.034----_ --- 1.490.27 ___-223 _. -223-- _--_333 _ .__59-- F 19A-30amp - 0.034, - 0.00 -- 0.00 _0 -0 .-- 0-- --..a _ 0 0 F 20P-30w 0.035 - 0.00 0.00 0 0 0 0 0 0 0 0 F 21A-28t ...-- 0.02.2 0.00 _0.00 0 -.0 0 0 -0 0 0. _ .0 6 c)AEDe).vrsion 0 -111 Envelope loss(gain 8857 6988 5931 3990 12 a) Infiltration 1292 103 899 72 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants@ 230 0 0 0 0 Appliances/other 1400 1400 Subtotal(lines 6 to 13) 10149 8491 6830 5462 Less e>memalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution o 0 0 0 14 Subtotal 10149 8491 6830 5462 15 Ductloads 29% 20% 2955 1728 29% 20% 1989 1112 Total room load 13104 10219 8819 6574 Air required(dm) 425 425 286 273 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. wrigFstsoft^ 2023-Jan-2013:29:19 ^ ' RigH-Suite®Uriversa1202222.0.05RSU26095 ACCP. Page 12 ...ryFieldslLot 4_Wildbeny_Fields Pennifting.np CaIc=MJB Front Door faces:S v Right-JO Worksheet Job: 3095 NC•A'v0A< � P.UICDING �1 i �.•:,'.:,. Mstr Wing Date: Jan 04,2023 New York Building,Technology Group By. Tom Baccarella 159 Rt 25A Bolding 1 Suite B,Miller Place,NY11764 Phone:631-49M289 Email:Tom@rrybtg.mm Web:wmv.NYBTG.com 1 Room name Masher Bath WIC 2 E)Vosed wall 22.8 ft 16.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat(mol 4 Room dimensions 9.8 x 13.0 ft 1.0 x 152.8 ft 5 Room area 126.8 ft' 152.8 ft' Ty Construclion U-Value or HTM Area Load (M Load number (Bluhfit-F) (BtirhRN) or perimeter (f) (Btuh) oorperimeter (ft) (Btiuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 12FOsni 0.065 n 3.40 0.18 0. 0 '. 0 0 0 0 p 0 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 n 18.31 9.99 0 0 0 0 0 0 0 0 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 NYSTG-Default 0.350 -n 0.00- o.00 0. 0 _ 0 0 0 0 . , _0 _ 0 W 15B13 Una6 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 G NYBTGDefault_- - 0.350 -n _ - 000 0.00 _ _ 0 0 0 0 0 _ _ 0 0 0 EIW 12FOssw ' . -0'.065 a 3.40 0.78 104 77 - `262 fi0 190 100 360 0 :::G NYBTG'Default 0.360 a 18.31 36.21 27 0 494 978 25 0 453 896 �--D 11Jo 0.600 e. 0.00 0.00 0-. .- 0 0 0 0 0 - 0 0 1013.0wa6 0.093 a 0.00 0.00 0 0 0 0 O 0 0 0 ,NYBTGDefault-- 0.350 e_ _ 0.00 __ 0.00. W 12FOsuv 0.065 s. 3.40 0.78 78 59 200 46 0 -- - p - p --G NYBTG Default 0.350 s 0.00 0.00 0 0 D 0 0 0 0 0 IL----DG NYBTG Default 0.350 s -18.31 17.06 19 0 �352 346 0 0 0 0 11.10-- .. 0.600. s- 0.00 0.00 ,0' .. 0 D 0 0 O .. . -0 _ 0 W _ .. 15B13.Ovw-6 0.093 s_ 0.00 0.00 0 _- 0 0 0 0 0 IW 12FOsw - 0.065 w 3AO '0.78 0 _0 0 0 0 0 0 0 0 0 h--c� NYBTG Default 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 G NYBTG Default - 0.350 w 18.31 _ 3621. 0 0 D 0 0 0 0 0 W 15813 Owo-6 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 w _ 0.00 0.00 0 0 0 0 0 0 0 0 P 12C-Osw_ 0.091 0.00. .. _6.00 -0 0 0 0 0 0 0 ._0 C 16B-30ad 0.032 - 0.00 0.00 0 0 0 0 0 0 0 0 C 16B 30ad 0.032 - 1.67 1A9 127 _, 127 212 189 153 '153 256 228 G 18B 30w 0.034 - 1.78 0.57 0 0 0 0 0 0 0 0 Skygiaang,small, 0.350_.r._. _. 0.00 0.00 - - .. -0- .. 0 - -O -- -' 0 0 - -- --- 0 - 0 - - - F _ 19f4 30bswp 0.034 ---_ 0.00 0.00 0 O_ - 0 - - 0 A 0_ 0 _ 0 F-_- 19A-3ObW. 0.034 1A9 0.27 _ _ 127 189--- 96 -_ 143 ._. 26 127 34_ 96 F 19A 30.w 0.035 - 0.00 0.00 0 0 _ 0 0 _ 0 _ _ _ 0 __ 0 D F 20P 30w 0.035 0.00 0.00 0 0 0 0 0 0 0 0 F - 21A28t O.M - 0.00 0.00 .. 0 0 D 6 c)AED excursion -33 145 Envelope loss(gain 1709 1619 1217 1378 12 a) Infiltration 228 18 165 13 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Applianoes/other 0 0 Subtotal Qines 6 to 13) 1937 1637 1382 1391 Less exhemalload 0 0 0 0 Lesstransfar Redistribution 0 0 0 0 14 Subtotal D 0 0 0 1937 1637 1382 1391 15 Duo loads 29% 20% 564 333 29% 20% 402 283 Total room load 2501 1970 1784 1675 Alr required(dm) 81 82 58 70 Calculations approved byACCA to meet all requirements of Manual J 8th Ed -�- writghtsoft^AC=k Right-Sote®Uri 2023-Jan-2013:29.19 versal 2022 22.0.05 RSU26095 ryFields\Lot 4_Wildberry_Fietds Perrnittirg.nrp CaIc=MJ8 FrorfDoerfares:S Page 13 NEW vpq< Right-JO Worksheet Job: 3095 W1Y. IDU'iJlrDMO Second Date: Jan 04,2023 11 By. Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.mm 1 Room name Second Bed 2 E)posed wall 136.0 ft 36.0 ft 3 Room height 8.7 It d 8.0 It heat(cool 4 Room dimensions 1.0 x 273.9 ft 5 Room area 911.3 ft2 273.9 ft Ty Construction U-value Or HTM Area OF) Load Area (M Load number (Btuhilf-T) (Btuh&2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIPS Heat Cod 6 W 12FOsw 0.065 n 3.40 0.78 321 267 9o9 209 0 0 0 0 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 n 1B.31 9.99 54 0 988 539 0 0 0 0 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 -._ NYBTG Default 0.350 _n 0.00 0.00 0 0 0 -0 0 0- W 15B130wa& 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 C NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 W 12F-Ow, 0.065 a 3.40 0.78 222 222 756 173 6 6 0 0 ElNYBTG Default 0.350 a 0.00 0.00 0 0 0 0 0 0' 0 0 11.10 _ 0.600 a 0.00. 0.00. 0 0 0 0 0 0 0 0 �j 15B13-Owa6 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 G NYBTGDefault_ _ 0.350 e_ 0.00 __.0.00. _. _ 0___ _ 0 _ _0 __0 __0 0 -0 _0 w 12F-Osw 0.065 s 3AO 0.78 437 312 12M 290 116 78 263 60 [:-:� NYBTG Default 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 s 18.31 17.96 66 0 1199 1176 39 0 705 691 11Jo 0.600 s .0.00 0.00 O. 0 0 0 0 0 0 0 W 15B13-Owri6 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 W 12F-Ow 0.065 w 3.40 0.78 366 3M 1137 261 172 141 478 110 EiNYBTG Default 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 w 18.31 .. 3621 32 0 577 1141 32 0 577 1141. IW 15B13-Owo-6 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 L-G NYBTG Default 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 P 12C-Os6v 0.091 - 0.00 0.00 _- 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 0.00 0.00 0 0 O 0 _ 0 0 0 0 C 16B-30ad 0.032 - 1.67 1.49 795 795 1331 1188 274 274 458 409 G 18B-30w 0.034 - 1.78 0.57 148 126 225 72 0 0 0 0 1-77G Sky glazing,small, ..0.350-, - _18.31_. - _75.44. _ 22 _ 0 399 1643 0 0 0 0 F. 19X30baW 0.034 - 0.00 0.00 0 - 0 _ 0 0 0 0 _ 0 0 F _ 19Ar30bswp _. _ 0.034 1 A9-_. _0.27_ _ -__317_. 317 473 _ _ __84_ _._ _271 271_.__.__405 72 F 19A-30rswp 0.034 - 0.00 _ 0.00 0 _ 0 __0 0 0 0 0 0 F 20P-30w 0.035 - 0.00 0.00 0 0 0 0 0 0 0 0 F 21Ar2Bt 0.022 - 0.00 0.00 0 0 0 0 0 0 0 _0 6 c)AED wcursion 175 195 Envelopelosslgain 9256 6951 2885 2679 12 a) Infiltration 1684 134 360 29 b) Room ventilation 0 0 0 0 13 Internal gain. Occupants@ 230 O 0 0 0 Applianceslother 2941 1050 Subtotal oines 6 to 13) 10941 10026 3246 375E Less e�emalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 10941 10026 3246 3758 15 Ductloads 54% 33%1 5864 3350 54% 33% 1739 1255 Total room load 16804 13376 4985 5013 Air required(clm) I 1 1 913 913 271 342 Calculations approved bYACCAto meet all requirements of Manual J 8th Ed. F� wrlghtsoft 2023-Jart-2013:29:19 ........ � Right-Suite®Universal 2022 22.0.05 RSU26095 Page 14 ryFieldslLot 4_Wildberry_Fields Pennitting.np Calc=MJ8 FrortDoorfaces:S "h D.V vone Right-JO Worksheet Job: 3095 0fr! le uiJt Dinh Second Date: Jan 04,2023 New York Building Technology Group By. Tom Baccarella 169 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtlq.com Web:wewr.NYBTG.mm 1 Room name Bath 3 Hallway 2 E)Vosed wall 0 ft O ft 3 Room height 8.0 ft heat/cool 13.8 ft heat/cod 4 Room dimensions 8.8 x 5.3 ft 14.5 x 8.0 It 5 Room area 45.9 its 116.0 tF Ty Construction U-value Or HTM Area Load Area number (BtAfiFL°F) (BhuhAP) or perimeter (ft) (Stuh) o perime�r (ft) (Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 12F-O-qk 6.065 n 3.40 ' 0.78 0 0! 0 0 w Eb 283 65 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 n 18.31 9.99 0 0 6 0 0 0 0 0 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 NYBTG Default ,. 0.350 n 0.00 0.00.- 0 0 0 0 . 0 0 0 0 15B13 Owo-6 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default- 0 0 0 0 0 0 W NYBTG Default 0.350 a 0.00 0.00 p U 0 0 92 92 310 72 0 0 0 � 0 0 0 11J0-. 0.600 e. 0.00 .0.00 0 0 ,0 -0 0 0 0 0 N B1 GDel6 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default _". _ _ 0.350 ,e - _ 0.00 0.00 ,_-_ 0 ___ 0.. 0 __ 0 _ _ _ 0 0 0 __ D W, 12F-Osw 6.065 s 3.40 0.78 0; 0 0 0 63 83 283 65 NYBTGDefault 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 s 18.31 17.96 0 0 0 0 0 0 0 0 11.10 0.600 ; 0.00 .0.00 0 0 0 0 0 0 .. 0 0 w 15B13-0wa6 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 IWI _- NYBTG , 0.065 w 3.40 0.76 A --- 0 0 0 O 0 0 �c I= NYBTG Default 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 L-G 15NYBTG3- Default. 0.350 w 18.31 _ 3621 0 0 0 0 .0 0 0 0 W 15B13 Owa6 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 w 0.00 0.00 0 0 _ _ 0 0 _ 0 0 0 0 P 12C-0sw 0.091 - 0.00 -0.0o 0 6 0 0. 0 0 _ 0 0 C 16B-30ad 0.032 - 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-Wad 0.032 1.67 1.49 46 46 77 69 0 0 0 0 18B30w 0.034 - 1.78 0.57 0 0 0 0 148 126 225 72 _ SkValaang,small,__.__. __ _ 0.350 . -_. _ 18.31 __75.44 - _ __ 0 _ _- 399__ _1643 F 19A-30 - - 0 - 0 0 0 bsrvp 0.034 0.00. ___0.00 0 0 0 0 0 _ 0 , 0 0 F 19X30bswp___- 0.034 1A9 0.27 45 46 69._ 12 0 0 0 _ 0 _ -. 19A 30cswp. 0.034 - ,_ 0.00 0.00 0 _ 0 ._ _ 0 0 0 0, 0 0 F 20P-30w 0.035 0.00 0.00 0 0 0 O 0 0 0 0 F 21A,28t 0.022 - 0.00 0.00 0 0 _. _ 0 0 -0 0 0 0 6 c)AED em ursion -2 -35 Envelope losslgain 145 78 1503 1882 12 a) Infiltration 0 0 324 26 b) Room N,entilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Applianoes(other 0 0 Subtotal 0ines6 to 13) 145 78 1826 1908 Lesseidemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 145 78 1826 1908 15 Ductloads 54% 33% 78 26 54% 33% 979 637 Total room load 223 105 2805 2545 Air required(dm) 12 7 152 174 Calculations approved byACCAto meet all requirements of Manual J 8th Ed wrlghtsoft^ACCP. Riga-Suite®Uri 2023-Jan.2013:29:19 Universal 2022 22.0.05 RSU26095 Page 15 ryFieldslLot 4_Wildberry_Fields Pennittirg.nip Calc=MJ8 FrorfDoorfaces:S NEW YORK IBII"t'O�oG Right-M Worksheet Job: 3095 Second Date: Jan 04,2023 By. Tom Baccan:lla New York Building Technology Group 159 Rt25A Building 1 Suite B,Mller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Laundry Hall Bath 2 2 6posed wall 25.5 ft 28.8 ft 3 Room height 8.0 ft heaVoDol 8.0 ft heat/cod 4 Room dimensions 12.8 x 8.0 ft 1.0 x 111.0 ft 5 Room area 102.0 ft2 111.0 ft' Ty Construction U-value Or HTM Area (fF) Load Area (tt) Load number (BtuK4L-'F) (Btuhfft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W 12F0sw 0.065 n 3Ab 6.76 '162 71 240 65 -0 0 0 0 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 n 18.31 9.99 32 0 577 315 0 0 0 0 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 0 0 0 6 11 ____- NYBTG Default ..0.350- n_ . . 0.00.-- 0.00-- 0 0 0 0-- _ 0--- -... :. __ . . 0_ . 0 .. W 15B13-0wo-6 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 _.__-G._ NYBTG Default _ 0.350._ n 0.00. - .. 0 -- - 0 0 -.._..__0 .... -.._4 0.78 --0 - 0 --0 IW 12FOsw -- -__0.085 •-e 3.40 0.78 0 0 0 0 64 _ 64 216 50 NYBTG Default 0.350 a 0.00 0.00 0 0 0 0 0 01 0 0 11J0 0.600 _ e.....-.0.011 0.00 _ _ .0 _ 0._. - 0 0 __ 0 ._. ._ ._.0 . 1_ 15B13-Ww•6 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 WL-G0 ---_-- NYBTG Default 0.350 -e 0.00 0.00. - -0 -- 0 - 0 --0 -- 0----- -0 - - -0 W 12FOsw 0.065 s 3AO 0.78' 102 102 347 lid 122 95 - 323 74 NYBTG Default 0.350 s 0.00 0.00 .0 0 0 0 0 0 0 0 NYBTG Defauft 0.350 s 18.31 17.96 0 0 0 0 27 0 494 485 11JO.. 0.600 s 0.00 0.00 .0 0 0 - 0 0 0 -0 0 W 15WMYA3.6 0.093 s 0.00 0.00 0 0 0 0 0 O 0 0 IW 12FO96v 0.065 ,w 3AO 0.78 -6 0 0 O 44 44 _ 150 34 f--c; NYBTG Default 0.350 w 0.00 0.00 0' 0 0 0 0 0 0 0 G NYBTG Default . 0.350 w 18.31 3621 _ 0 0 0.'. 0 0 0 0 _.0 W 151313-0wa6 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 NY13TGDefault _ 0.350 w _ 0.00 0.00 _ 0 0 0 0 _,. - 0 0 0 0_ P _ _ 12C-0sw 0.091 - 0.00-.._ 0.00 0 0 0 0 0 0._ _- 0 0 C 1613-30ad 0.032 _ 0.00 0.00 0 0 0 _ 0 0 0_ 0 0 C, 16B-30ad 0:032 - 1.67. 1A9' :102,- 102 171 152 111 111 186. 166 G 1813-30w 0.034 1.78 0.57 0 0 0 0 0 0 0 0 Skv glazing,small,----.--- 0350 - 18.31. 75.44-. ---- 0 0'-- --- _0 - -..----0..- -----0 .--•---0'..._ . .-_0 __ 0 F_ .- :19A 30bswp. . 0.034 -.._0.00 0.00 _: 0 0 _ 0 0 0 0, 0 - 0 F-- 19A-30b9w_----- --0A34- =- -1.49 - 0.27 -.--0 ---_0 - 0_ - 0------__-0 -0 --0 F_ ._.19A-30cswp _ ^ 0.024, .-.__ 6.0.0 ... 0.00 ---- --_ 0 0-.- _ _. 0- .0 -- - 0 . .. _ 0 _ __ _ 0 __0 F 20P-30w 0.035 - 0.00 0.00 0 0 0 0 0 0 0 0 F- _ 21A-28t_ 0.022 _-_ .. OAD 0.00 _ - _0 0 0 - -_ 0 - - _0 0 0 0 61 c)AED excursion -42 116 Envelopeloss/gain 1334 559 1370 925 12 a) Infiltration 255 20 288 23 b) Room ventilation 0 0 0 0 13 Internal gains: Ooaipants@ 230 0 0 0 0 Applianceslother 841 0 Subtotal Oines6to13) 1589 1420 1658 948 Less edemalload 0 0 0 D Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1589 1420 1658 948 15 Ductloads 54% 33% 852 475 54% 33% 888 317 Total room load 2440 1895 2546 1265 Air required(clm) I 1 1 133 129 138 86 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrigFr,tsoTt^ Rigrt Suite®Uriversa12022 22.0.05 RSU26095 2023-Jan-2013:29:19Page 16 ryFields\Lot 4_Wildberry_Fields Pennitling.np Calc=MJ8 FrortDoorfaces:S Right-JO Worksheet Job: 3095 Second Date: Jan 04,2023 New York Building Technology Group By. Tom Baccarella 159 Rt25A Bolding 1 Sote B,Miller Place,NY11764 Phone:631495-0289 Email:Tom@rrybtg.com Web:YA&W.NYBTG.cem 1 Room name Bed 2 2 E)q3osed wall 45.8 ft 3 Room height 8.0 ft heat/cod 4 Room dimensions ft1.0 x 262.4 ft 5 Room area 262A ' Ty Construction U-value Or HTM Area Load number (Stuh&-'F) (Btuh&) or perimeter (ft) (Btuh) oorperimeter Load Heat Cool Gross N/P/S Heat Cod Gross WIPIS Heat Cool 6 12F-Osw 0.065 n 3A6 0.78 136 114- 386 89 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 NYBTG Default 0.350 n 18.31 9.99 23 0 412 225 NYBTG'Default 0.350 n 0.00 .0.00 0 0 .0 0 11 NYBTG Default 0.350 n . 0.00 0.00 0 0 0 0 I� 1013-Owo-6. 0.093 n 0.00 0.00 0 0 0 0 �__G,NYBTG Default ,. __ _0.350 n 0.00 0.00 0 0 0 0 VIf 12F-Ow ' 0.065 a 3.40 0.78 66 6fi 224 51 NYBTG Default' 0.350 a 0.00 0.00 0 0 0 0 11.10 0.600 a 0.00 _ 0.00; 0 .. .. 0 0 0 - �j 15B13 OwoB 0.093 a 0.00 0.00 0 0 0 0 --G_NYBTGDefault„ 0.350 _e_ 0.00 _ _ 0,00 0 0 0 0 W 12F sni. 0.065 -'s 3.40 0.78' 14 14 ---48 11 - NYBTG Default 0.350 s 6.00 0.00 0 0 0 0 . NYBTG Default 0.350 s 18.31 17.96 0 0 0 0 11J0. 0.600 . s. 0.00 0.00 0 0 •0 - 0 W 15B13-0wa6 0.093 s 0.00 0.00 _ 0 0 0 0 W 12F Osv 0.065 w 3A6 0.78 150 150 510 117 NYBTG Default 0.350 w 0.00 0.00 0 0 0 0 NYBTG Default .0.350 .w 18.31. 3621_ 0 0. 0 0 W 15B13 Owa6 0.093 w 0.00 0.00 0 0 0 0 NYBTG Default 0.350 w 0.00 0.00 0 0 0 0 P.- 12C-Osv.: 0.091 0.00 0.00 0 0 ,0 .0. C 16B-30ad. 0,032 - 0.00 0.00 0 0 0 0 C 16B 30ad 0.032 - - 1.67 1.49 - 262 262. 439 392 G 18&30w 0.034 1.78 0.57 0 0 0 0 Skyglaang,small,_. _.... _.. 0.350 r _.18.31 --_75.44_.._ ..._0 F 19A 30 - 0.034 - 1.49 0.00. 0. 0 0 0 -F 19A 30 _- - 0.034 0.00 _ _ _ 0.034 , 0.00 F 19Ar30 0.27. 0.00 0. - 0 _ 0 ��0 _ F 20P-30w 0.035 - 0.00 0.00 '0 0 0 0 F ..• 21/>r28t__ 0.022 - 0.00 0.00 0 0 6 c)AED exursion -57 Envelope loss(gain 2019 828 12 a) Infiltration 458 36 b) Room ventilation 0 0 13 Internal gains: Occupants@ 230 0 0 Appliances(other 1050 Subtotal Pines to 13) 2476 1914 Less exlemalload 0 0 Lesstransfer Redistribution 0 0 14 Subtotal 0 0 15 Dudloads 2476 1914 54% 33% 1327 639 Total room load 3804 2553 Airrequired(dm) 07 553 1741 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed n•2013:29:19 .4CCA Right-Sate®Universal 2022 22.0.05 RSU2609 2023-Ja 5 ryFields\Lot 4_Wildbeny_Fields Pennitting.rup Calc=MA FrontDoorfaces:S Page17 N First Floor 100dm 100diT 80 dm 80 ChT Bed 4 B0 dm Den 113 dm 113 dm 113 din 102drn 1 4 dm 9dm 287 dm 6° 0' Dining 947 dm 6' 18x8 Hag Bath Living Ntdlen 18x8 din 88 dm 11 ffn 88 d6n Pantry x 8 7° 24x8 8° \jadn, 6. Garage try Powde dm din Job#:3095 New York Building Technology Group Scale:1 :136 Performed by Tom Baccarella for: Page 1 Lot 4 Wildberry Fields-Southold,NY 159 Rt 25A Building 1 Suite B NghtSuite@ Universal 2022 56 South Oxford Street Miller Place,NY 11764 22.0.05 RSU26096 Brooklyn,NY 11217 Phone:631-495-0289 2023,Jan-20 13:29:30 Phone:(212)620-0044 www.NYBTG.com Tom@nybtg.com ..._Wildberry_Fields Permitting.rup andrew@cityarchitect.com N Level Master Bed 1034ed 2 103 Wi 345dm Laundry Hag 303r6n Haiwy 0° 193dm 4 2, \MC axlo 1a 1 °10x10 70dm Bdm • x10 Bath 2 12 din t 3 138 dm Bed 3 171 dm 82 dm Master Bath 171 dm Job o Ba New York Building Technology Group Scala e 2136 PerForrned by Tom Baccarella for: Page 2 Lot 4 Wildberry Fields-Southold,NY 159 Rt 25A Building 1 Suite B RightSuite@ Universal 2022 56 South Oxford Street Miller Place,NY 11764 22.0.05 RSU26095 Brooklyn,NY 11217 Phone:631-495-0289 2023-Jan-2013:29:30 Phone:(212)620-0044 www.NYBTG.com Tom@nybtg.com ..._Wildbeny_Fields Permitting.rup andrew@cityarchitectcom N Basement Bed 5 Office 63 dm 11 63 dm 76 drn 76 84dm Hall/Stairs ss o x 600 ea din 1 x ss drm 41 am Unfin Playroom Storage Bath 5 18x8 74 oin 84�" Laundry Job#:3095 New York Building Technology Group Scale:1 :136 Performed by Tom Baccarella for: Page 3 Lot 4 Wildberry Fields-Southold,NY 159 Rt 25A Building 1 Suite B RightSuite®Universal 2022 56 South Oxford Street Miller Place,NY 11764 22.0.05 RSU26095 Brooklyn,NY 11217 Phone:631-495-0289 2023,1an-20 13:29:30 Phone:(212)620-0044 www.NYBTG.com Tom@nybtg.com ..._VViildbeny_Fields Permitting.rup andrew@cityarchitect.com Duct System Summary Job: 3095 NEW YORK . RL'ILDING Date: Jan 04,2023 Basement By. Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 Sote B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.mm Web:vmw.NYBTG.mm Project • • For. Lot 4 Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@ ityarchitectoom Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.31 in H2O 0.31 in H2O Available static pressure 0.19 in H2O 0.19 in H2O Supply/return available pressure 0.143/0.047 in H2O 0.143/0.047 in H2O Lowest friction rate 0.055 in/100ft 0.055 in/100ft Actual airflow 600 cfm 600 cfm Total effective length(TEL) 348 ft Supply • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (dm) (cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk Baths h 960 41 23 0.055 6.0 Ox0 VIFx 41.5 220.0 st10B Bed 5 C 1174 37 63 0.068 6.0 OX 0 VIFX 41.5 170.0 st10 Bed 5-A C 1174 37 63 0.067 6.0 Ox 0 VIFx 34.3 180.0 St10 Hall/Stairs h 1629 69 37 0.067 6.0 Ox 0 VIFx 24.8 190.0 st10 HalUStairs-A h 1629 69 37 0.062 6.0 Ox 0 VIFx 40.5 190.0 st10A Laundry C 1375 29 74 0.064 6.0 Ox 0 VIFx 22.5 200.0 st10 Office c 1411 33 76 0.058 6.0 Ox 0 VIFx 47.0 200.0 st10A Office-A c 1411 33 76 0.060 6.0 Ox 0 VIFx 52.3 185.0 st10B UrfinPlayroom h 1996 84 51 0.072 6.0 Ox0 VIFx 19.3 180.0 SO UrfinPlayroorrfA h 1996 84 51 0.066 6.0 Ox0 VIFx 47.5 170.0 st9 Urfin Playroom-B h 1996 84 51 0.067 6.0 Ox 0 VIFX 1 42.3 170.0 st9 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (dm) (cfm) FIR (fpm) (n) (in) Material Trunk st9 PeakAVF 253 152 0.066 455 9.0 8 x 10 ShtMeti st8 st10 PeakAVF 347 448 0.055 576 11.5 8 x 14 ShtMefl st8 st8 PeakAVF 600 600 0.055 600 12.8 8 x 18 ShtMetl st10B PeakAVF 73 98 0.055 221 6.5 8 x 8 ShtMefJ st10A st10A PeakAVF 175 211 0.055 475 8.7 8 x 8 ShtMeti st10 wrightsoft- 2023-Jan•2013:29:21 eM,.k•, ��-.,,m , Right-Sote®Universal202222.0.05RSU26095ACCK Pagel ryFields\Lot 4_Wildberry_Fields Permittirng.rtp Calc=MJB FrortDoorfaces:S TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (dm) (dm) M FIR (fpm) (in) (in) Opening(in) Mat! Trunk rb2 Ox 0 600 600 86.0 0.055 600 12.8 8x 18 ShMt wrightsoft" 2023-Jarr2013:29:21 —111•1 "n,.oZ.,«m�m Mght-Srite®Uriversa1202222.0.05RSU26095 Paget JCCAryFields\Lot 4_Wildberry_Fields Perrr tdrg.np Calc=MJ8 FrortDoorfaces:S Duct System Summary Job: 3095 N E'.V YORK BUILDINf Date: Jan 04,2023 First BR wing By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.mm For. Lot 4 WiIdberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@atyarchitectcom Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.29 in H2O 0.29 in H2O Available static pressure 0.21 in H2O 0.21 in H2O Supply/return available pressure 0.117/0.093 in H2O 0.117/0.093 in H2O Lowest friction rate 0.054 in/100ft 0.054 in/100ft Actual airflow 600 cfm 600 cfm Total effective length(TEL) 393 ft SupplyD- Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (dm) (dm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath4 h 876 66 44 0.054 6.0 Ox 0 MtFx 50.8 165.0 st5B Bed C 921 58 80 0.056 6.0 Ox0 MtFx 52.5 155.0 st5A Bed 4-A c 921 58 80 0.058 6.0 Ox 0 MtFx 58.3 145.0 st5A Bed 4-B C 921 58 80 0.054 6.0 Ox 0 MtFx 53.8 165.0 st5B Den c 1155 65 100 0.067 6.0 Ox 0 MtFx 40.8 135.0 st5 Den,A C 1155 65 100 0.068 6.0 Ox 0 MtFx 46.3 125.0 st5 Hall h 1517 114 58 , 0.068 7.0 Ox 0 MtFx 17.8 155.0 st5 Hall-A h 1517 114 58 0.066 7.0 Ox 0 MtFx 32.3 145.0 st5 • •ly;Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (dm) (cfm) FIR (fpm) (in) (in) Material Trunk SO PeakAVF 600 600 0.054 600 12.9 8 x 18 ShtMetl st5B PeakAVF 124 124 0.054 280 7.2 8 x 8 ShtMetl st5A st5A PeakAVF 241 284 0.054 511 9.8 8 x 10 ShtMetl st5 o -pra- wrightsoft" 2023-Jan-2013:29:21 i� �•'•-.gym-,... R igttSLite@)Uriversal202222.0.05RSU26095 ACCA ryFields�Lot4_Wildberry_FieldsPennifting.np CaIc=MJB Frord Door faces:S Page 3 Return Branch Detail Table Htg Clg TEL Design Veloc Diam H X W Stud/Joist Duct Name Size(in) (dm) (din) (ft) FR (fpm) (in) (in) Opening(in) Mal Trunk rb1 Ox 0 297 261 173.8 0.054 544 10.0 Ox 0 ShMt rt3A rb4 Ox 0 303 339 169.3 0.055 431 1'2.0 Ox 0 ShMt rt3 Return Trunk Detail Mable Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (dm) (dm) FR (fpm) (n) (in) Material Trunk rt3 PeakAVF 600 600 0.054 600 12.9 8 x 18 ShtMel rt3A PeakAVF 297 261 0.054 445 9.9 8 x 12 ShtMefl rt3 y Wrlghtsofft, 2023-Jarr2013:29:21 ,MCA a. t• w. �.•wm Right-Sute®UNversa1202222.0.05RSU26095 Page ryFieldslLot 4_Wildberry_Fields PermitGng.rLp Calc=MJ8 FrortDoorfaces:S UI Duct System Summary Job: 3095 NEW YORKa .. BLDING Date: Jan 04,2023 Io LR/Kit Wing By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 Sute B,Miller Place,NY11764 Ptnne:631-495-0289 Email:Tom@rybtgg.com Web:wmv.NYBTG.com For. Lot 4 Wildbeny Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@dtyarchitec.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.31 in H2O 0.31 in H2O Available static pressure 0.19 in H2O 0.19 in H2O Supply/return available pressure 0.133/0.057 in H2O 0.133/0.057 in H2O Lowest fHcdon rate 0.069 in/100ft 0.069 in/100ft Actual airflow 947 clrn 947 cfrrl Total effective length(TEL) 275 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (dm) (cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk Dining h 1977 102 89 0.074 6.0 Ox 0 MtFx 29.3 150.0 st2 Entry h 1551 80 40 0.097 6.0 Ox 0 MtFx 33.0 1 105.0 st2 Entry-A h 1551 80 40 0.087 6.0 Ox 0 MtFx 27.5 125.0 st2 Kitchen c 2038 24 88 0.087 6.0 Ox 0 MtFx 3.8 150.0 st2 Kitdien•A c 2038 24 88 0.086 6.0 Ox 0 MtFx 15.3 140.0 st2 Living h 2189 113 113 0.081 7.0 Ox 0 MtFx 44.5 120.0 st213 Living-A h 2189 113 113 0.072 7.0 Ox 0 MtFx 58.8 125.0 st2A I-Ndrg-8 h 2189 113 113 O.d86 7.0 Ox 0 MtFx 39.5 115.0 st2 Living-C h 2189 113 113 0.076 7.0 Ox 0 MtFx 39.8 135.0 st2A Living-D h 2189 113 113 0.069 7.0 Ox 0 MtFx 47.8 145.0 st2A Pantry h 615 32 18 0.159 6.0 Ox 0 MtFx 4.0 80.0 Powder h 779 40 19 0.087 6.0 1 Ox 0 MtFx 18.5 135.0 st2 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (dm) (cfm) FIR (fpm) (in) (in) Material Trunk s12 PeakAVF 915 929 0.069 697 14A 8 x 24 ShtMetl st2A PeakAVF 452 452 0.069 582 11.0 8 x 14 ShtMefl s12 st213 PeakAVF 113 113 0.081 254 6.4 8 x 8 ShtMefl st2A 's wrightsoft- 2023-Jan-2013:29:21 ACCh ,.• .., -•..•, Rigtd-SLite®Universal 2022 22.0.05 RSU26095 Page 5 ryFieldsXLot 4_Wildberry_Fields Perrnitorg.np Calc=MJ8 FrortDoorfaces:S Return Branch Detail Table Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (dm) (dim) M FR (fpm) (in) (in) Opening(in) Matl Trunk rb6 Ox 0 947 947 82.3 0.069 678 16.0 Ox 0 ShMt wreghtsoft, 2023-Jan-2013:29:21 AMttab/­—I..y—m y Rigtt-Sute®Udversa12022 22.0.05 RSU26095 Page 6 ACCK ryFieldslot 4_Wildberry_Fields Perrnittirg.nip CaIc=MJ8 FrortDoorfaces:S Duct System Summary Job: 3095 NE4V YORK BUILDING Data: Jan 04,2023 °`" Mstr Wing By. Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 Sote B,Miller Place,NY11764 Phone:631495-0289 Email:Tom@rotg.mm Web:wm.NYBTG.com Project Information For. Lot 4 Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitectcom Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.31 in H2O 0.31 in H2O Available static pressure 0.19 in H2O 0.19 in H2O Supply/return available pressure 0.114/0.076 in H2O 0.114/0.076 in H2O Lowest friction rate 0.090 in/10011 0.090 in/100ft Actual airflow 425 cfirn 425 cfm Total effective length(TEL) 212 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (dm) (dm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk Master Bath C 1970 81 82 0.120 6.0 0x 0 VIFx 15.3 80.0 MasterBed h 4409 143 137 0.090 8.0 Ox0 VIFx 22.0 105.0 st4 Master Bed-A h 4409 143 137 0.096 8.0 Ox0 VIFx 14.3 105.0 st4 WIC c 1675 58 70 0.094 6.0 Ox 0 VIFx 6.3 115.0 st4 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Ctm) (Cfm) FIR (fpm) (n) (in) Material Trunk st4 PeakAVF 344 343 0.090 495 9.4 10 x 10 ShtMefl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (dm) (dm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb5 0x 0 425 425 84.8 0.090 541 12.0 0x 0 VIFx Bokritalic values have been manually ovemdafen .� wrightsoft- 2023-Jan-2013:29:21 ACCA <w,.•,sr �.-,«m,-•, Rigtt-Sote@ Universal 202222.0.05 IRS U26095 Page ryFieldsIot 4_WildbenY_Fields Pemutting.rrq Calc=MJB Front Door faces:S Duct System Summary Job: 3095 New YORK eui�uiNc Date: Jan 04,2023 1 -,�N-. Second By: Tom Baccarella New York Building Technology Group 159 Rt25A Buldirg 1 Sute B,Miller Place,NY11764 Phone:631495-0289 Email:Tom@nybtg.00m Web:vmw.NYBTG.com Project For: Lot Wildbeny Fields-Southold,NY,Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@dtyarchitectcom Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.31 in H2O 0.31 in H2O Available static pressure 0.19 in H2O 0.19 in H2O Supply/return available pressure 0.098/0.092 in H2O 0.098/0.092 in H2O Lowest fiction rate 0.061 in/100ft 0.061 in/100ft Actual airflow 913 dm 913 ctin Total effective length(TEL) 310 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Adual Ftg.Egv Name (Btuh) (dm) (dm) FIR (in) (in) Mat Ln(ft) Ln(ft) Trunk Bathe h 2546 138 86 0.061 7.0 Ox 0 VIFx 35.0 125:0 st7A Bath3 h 223 12 7 0.089 6.0 Ox 0 VIFx 5.8 105.0 st6 Bed 2 h 1902 103 87 0.061 6.0 Ox 0 VIFx 40.3 120.0 st713 Bed 2-A h 1902 103 87 0.072 6.0 Ox 0 VIFx 32.3 105.0 st7 Bed 3 C 2506 135 171 0.066 8.0 Ox 0 VIFx 23.3 125.0 st7 Bed 3-A C 2506 135 171 0.072 8.0 Ox 0 VIFx 22.0 115.0 st6 Hallway C 2545 152 174 0.093 8.0 Ox 0 VIFx 5.3 100.0 st6A LaurdryHall h 2440 133 129 0.074 7.0 Ox0 VIFx 17.5 115.0 st7 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Dud Name Type (dm) (dim) FIR (tpm) (n) (in) Material Trunk st6A PeakAVF 152 174 0.093 250 7.3 10 x 10 ShtMetl st6 st6 PeakAVF 300 352 0.072 507 10.0 10 x 10 ShtMeti st7 PeakAVF 613 561 0.061 631 12.7 10 x 14 ShtMetl st7A PeakAVF 242 174 0.061 348 8.9 10 x 10 ShtMetl st7 st713 PeakAVF 103 87 0.061 149 6.5 10 x 10 ShtMetl st7A -Pfd- wrigtrtsoft- 2023-Jan-2013:29:21 . <�.,• ,,.mw. ..gym. R iglt-Sute®Uriversal 2022 22.0.05 RSU26095 Page e 8 Ch ryFields\Lot4_WildberryFeldsPermiftin g.n� CaIc=MJB FrortDoorfaces:S Return Branch D' Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (c n) (dm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 285 303 131.5 0.070 556 10.0 Ox 0 VIFx rt4 rb8 Ox 0 283 349 90.8 0.101 445 12.0 Ox 0 VIFx rt4 rb9 Ox 0 345 261 149.8 1 0.061 439 12.0 Ox 0 VIFx rt4A TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Dud Name Type (dm) (dim) FIR Qpm) (n) (in) Material Trunk rt4 PeakAVF 913 913 0.061 654 16.0 0 x 0 ShtMetl rt4A PeakAVF 345 261 0.061 439 12.0 0 x 0 ShtMetl rt4 W rightsoft, 2023-Jan-2013:29:21 ��^•� -•, muM IZghbSute®Uriversal202222.0.05RSU26095 ,4CCA Page 9 ...ryFieldslLot 4_Wildberry_Fields Perrnitlirg.np CaIc=MJB FrortDoorfaces:S Generated by REScheck-Web Software Compliance Certificate Project Lot 4 - Wildberry Fields w , n Energy code: 2018 iECC SEP 3 0 20Z4 1 (� Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,466 ft2 V Glazing Area 21% � , Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Lot 4 Wildberry Fields Andrew Pollock Tom Baccarella Southold, NY 11217 Andrew Pollock Architect NY Building Technology Group 56 South Oxford Street 159 NY 25A Brooklyn, NY 11217 West Building,Suite B (212) 620-0044 Miller Place, NY 11764 andrew@cityarchitect.com 631-495-0289 Info@NYBTG.com Compliance: Passes using UA trade-off Compliance: 5.6%Better Than Code Maximum UA: 675 Your UA: 637 Maximum SHGC: 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. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling-2nd Fir flat ceiling: Flat Ceiling or Scissor Truss 1,511 38.0 0.0 0.030 0.026 44 38 Skylight at vaulted clg:Wood Frame SHGC: 0.32 34 0.320 0.550 it 18 Ceiling-Vaulted ceilings: Cathedral Ceiling 1,060 38.0 0.0 0.027 0.026 29 28 Wall-To amb-2" HD Foam w/R13 Batt:Wood Frame, 16" o.c. 4,150 27.0 0.0 0.051 0.060 165 194 Door-Entry door:Solid Door(under 50%glazing) 21 0.320 0.320 7 7 Door-Sldg entry doors:Glass Door(over 50% glazing) 1 0.320 0.320 0 0 SHGC: 0,32 Windows-Casement: Wood Frame 890 0.320 0.320 285 285 SHGC: 0.32 Wall-To Garage-2" HD foam w/R13 Batt:Wood Frame, 16"o.c. 298 27.0 0.0 0.051 0.060 14 17 Door-To gar:Solid Door(under 50%glazing) 21 0.320 0.320 7 7 Project Title: Lot 4-Wildberry Fields Report date: 01/20/23 Data filename: Page 1 of10 Prop.Gross Area Cavity Cont. Prop. Perimeter Basement Wall:Solid Concrete or Masonry Wall height: 9.0' 920 13.0 0.0 0.051 0.059 42 48 Depth below grade: 9.0' Insulation depth: 9.0' Door-To Ext.walkout:Solid Door(under 50% 21 0.320 0.320 7 7 glazing) Door-To uncon:Solid Door(under 50%glazing) 21 0.320 0.320 7 7 Window-Egress(x3),W17:Wood Frame 40 0.320 0.320 13 13 SHGC: 0.32 Window-Egress(xl),W18:Wood Frame 19 0.320 0.320 6 6 SHGC: 0.32 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 requirements listed in the REScheck Inspection Checklist. Tom Baccarella a 01/23/2023 Name-Title S re ®6'x Date M1 Project Title: Lot 4-Wildberry Fields Report date: 01/20/23 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 97.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-inspection/Plan Review Complies? Comments/Assumptions & RegID, Value Value 103.1, ;Construction drawings and „ ❑Complies ;Requirement will be met. 103.2 (documentation demonstrate !' ❑Does Not [PR1]1 ;energy code compliance for the V :building envelope.Thermal ;❑Not Observable envelope represented on ;❑Not Applicable construction documents. 103.1, :Construction drawings and UComplies ;Requirement will be met. 103.2, :documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable U :Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC (Commercial Provisions. 302.1, ;Heating and cooling equipment is;, Heating: Heating: :❑Complies ;Requirement will be met. 403.7 ;sized per ACCA Manual S based Btu/hr I Btu/hr ;❑Does Not [PR2]2 I on loads calculated per ACCA Manual J or other methods Btu/hrg. Btu/hrg ;❑Not Observable 1 approved by the code official. ;❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) -3 1 Low Impact(Tier 3) Project Title: Lot 4-Wildberry fields Report date: 01/20/23 Data filename: Page 3 of10 Section Plans Verified . Field Verified , # Foundation Inspection Value:_ Value 'Complies? Comments/Assumptions & Req.ID 402.1.1 ;.Conditioned basement wall ; R- R- ;❑Complies ;see the Envelope Assemblies [FO4]1 insulation R-value.Where interior: ❑Does Not ;table for values. R- R- insulation is used,verification ❑Not Observable ;may need to occur during ; Insulation Inspection. Not ; ; ;❑Not Applicable ;required in warm-humid locations; in Climate Zone 3. 303.2 ;Conditioned basement wall ❑Complies ;Requirement will be met. [FO511 :insulation installed per ❑Does Not V :manufacturer's instructions. ❑Not Observable ; ❑Not Applicable 402.2.9 ;Conditioned basement wall ; ft ; ft ;❑Complies ;See the Envelope Assemblies [FO611 insulation depth of burial or ❑Does Not ;table for values. distance from top of wall. l7 ;❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed ❑Complies ;Exception: Requirement is [F011]z sto protect exposed exterior ❑Does Not not applicable. J insulation and extends a minimum of 6 in. below grade. ❑Not Observable IE]Not Applicable 403.9 ;Snow-and ice-melting system ❑Complies :Exception: Requirement is [FO12]2 controls installed. ❑Does Not not applicable. U ❑Not Observable IE]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lot 4-Wildberry Fields Report date: 01/20/23 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Door U-factor. U- U- ElComplies ;See the Envelope Assemblies 402.3.4 ;❑Does Not table for values. [FRI]' ❑Not Observable I U ; :❑Not Applicable 402.1.1, ,Glazing U-factor(area-weighted U- U- I❑Complies ;See the Envelope Assemblies 402.3.1, average). � ; ;❑Does Not I table for values. 402.3.3, 402.5 tlNot Observable [FR2]1 ;❑Not Applicable I 1 I 303.1.3 ;U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 !are determined in accordance ❑Does Not u ;with the NFRC test procedure or ❑Not Observable ;taken from the default table. ❑Not Applicable 402.1.1, ;Skylight U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.3, ; :❑Does Not ;table for values. 402.3.6, 402.5 ;❑Not Observable ; [FR5]1 ;❑Not Applicable \J I I I I I I 1 I I I I I I I 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 :installed per manufacturer's ❑Does Not ur ;instructions. l ❑Not Observable 1EINot Applicable 402.4.3 ;Fenestration that is not site built ❑Complies :Requirement will be met. [FR20]1 :is listed and labeled as meeting ❑Does Not V ;AAMA/WDMA/CSA 101/I.S.2/A440 ;or has infiltration rates per NFRC ❑Not Observable ; 400 that do not exceed code ❑Not Applicable limits. 1 402.4.5 ;IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR16]2 :sealed at housing/interior finish ❑Does Not ;and labeled to indicate<_2.0 cfm ;leakage at 75 Pa. ❑Not Observable 1EINot Applicable 403.3.1 :Supply and return ducts in attics ; ❑Complies :Requirement will be met. [FR12]1 :insulated >= R-8 where duct is ❑Does Not lop 3 inches in diameter and >_ R-6 where<3 inches.Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable :the building insulated >= R-6 for ;diameter>=3 inches and R-4.2 ,for< 3 inches in diameter. ; 403.3.2 :Ducts,air handlers and filter ❑Complies ;Requirement will be met. [FR13]1 boxes are sealed with ;❑Does Not joints/seams compliant with ' ;International Mechanical Code or ❑Not Observable ; :International Residential Code,as ❑Not Applicable ;applicable. I 403.3.5 . Building cavities are not used as ❑Complies ;Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not 8' ❑Not Observable iE]Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Lot 4-Wildberry Fields Report date: 01/20/23 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value. Value Complies? Comments/Assumptions & Req.ID 403.3.7 Ducts declared to be within the "�❑Complies :Requirement will be met. [FR28]3 conditioned space are either 1) "'J❑Does Not ei completely within the continuous air barrier and within the building []Not Observable thermal envelope,2) buried ❑Not Applicable within ceiling insulation in accordance with Section ; R403.3.6 and the air handler is - located completely within the continuous air barrier and within ; the building thermal envelope and the duct leakage is<= 1.5 ; cfm/100 square feet of conditioned floor area served by the duct system, or3).the ceiling insulation R-value installed against and above the insulated duct>=to the proposed ceiling 1 insulation R-value,less the R- value of the insulation on the ; 403.4 s'HVAC piping conveying fluids ; R- ; R- ;❑Complies ;Requirement will be met. [FR17]2 above 105°F or chilled fluids I :❑Does Not below 55°F are insulated.to>_R- �a ;❑Not Observable ; ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR24]1 piping. ❑Does Not ❑Not Observable IE]Not Applicable 403.5.3 Hot water pipes are insulated to I R- R- i❑Complies ;Requirement will be met. [FR18]2 >_R-3. ;❑Does Not ;❑Not Observable ❑Not Applicable 403.6 ;Automatic or gravity dampers are ❑Complies ;Requirement will be met. [FR19]2 ;installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Lot 4-Wildberry Fields Report date: 01/20/23 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value,. Complies? Comments/Assumptions & Req.ID 303.1 ;All installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]2 "or the installed R-values ❑Does Not 'provided. ❑Not Observable ❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the :❑ Wood ;❑ Wood j❑Does Not table for values. 402.2.E ;wall insulation on the wall ;❑ Mass El mass UNot Observable [IN3]1 ;exterior,the exterior insulation U ;requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 1 ; I 303.2 ;Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 1,3 1 Low Impact(Tier 3) Project Title: Lot 4-Wildberry Fields Report date: 01/20/23 Data filename: Page 7 of10. Section' Plans Verified . Field Verified # Final Inspection Provisions Value, Value Complies. Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ;❑Does Not :table for values. 402.2.2, ❑ Steel j❑ Steel UNot Observable 402.2.E[Fill' .El Applicable i i : 303.1.1.1,i Ceiling insulation installed per l❑Complies 303.2 :manufacturer's instructions. ', ., ❑Does Not [FI2]1 ;Blown insulation marked every '300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 ;Vented attics with air permeable ❑Complies ;Exception: Requirement is [FI22]2 }insulation include baffle adjacent ❑Does Not ;not applicable. to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- R- :❑Complies ;Requirement will be met. [FI3I1 :insulation ?R-value of the : : :❑Does Not i adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies :Requirement will be met. [FI17]1 :ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable !,[]Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies :Requirement will be met. [FI27]1 :determine air leakage with : ftz ft2 :❑Does Not either: Rough-in test:Total ' ,leakage measured with a '❑Not Observable :pressure differential of 0.1 inch : ;❑Not Applicable w.g.across the system including ;the manufacturer's air handler ; enclosure if installed at time of :test. Postconstruction test:Total ;leakage measured with a :pressure differential of 0.1 inch :w.g.across the entire system ; :including the manufacturer's air ; handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies !Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ft2 ft2 :❑Does Not <=3 cfm/100 ft2 without air : ❑Not Observable handler @ 25 Pa. For rough-in ; :tests,verification may need to ;❑Not Applicable ; :occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies ;Requirement will be met. [FI24]1 :by manufacturer at<=2%of ❑Does Not ;design air flow. ❑Not Observable ' ❑Not Applicable 403.1.1 - ;Programmable thermostats ❑Complies ;Requirement will be met. [Fl9]z I installed for control of primary ❑Does Not !heating and cooling systems and ;initially set by manufacturer to ❑Not Observable ; code specifications, i ❑Not Applicable 403.1.2 ;Heat pump thermostat installed ❑Complies ;Requirement will be met. [FI10]2 on heat pumps. ❑Does Not ❑Not Observable 1ElNot Applicable 403.5.1 ;Circulating service hot water ❑Complies ;Requirement will be met. [Flll]2 :systems have automatic or ❑Does Not accessible manual controls. : ❑Not Observable ; ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lot 4-Wildberry Fields Report date: 01/20/23 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value. Value Complies? Comments/Assumptions & Req.ID 403.6.1 ;All mechanical ventilation system s❑Complies ;Requirement will be met. [F125]z ;fans not part of tested and listed JE]Does Not yHVAC equipment meet efficacy ;and airflow limits per Table []Not Observable R403.6.1. °''- ❑Not Applicable 403.2 ;Hot water boilers supplying heat ❑Complies :Requirement will be met. [FI26]2 ?through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water []Not Observable titemperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 ;Heated water circulation systems ❑Complies ;Requirement will be met. [FI28]2 i have a circulation pump.The ❑Does Not ;system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable ;syphon circulation systems are ; not present.Controls for circulating hot water system pumps start the pump with signal )for hot water demand within the j occupancy. Controls automatically turn off the pump ;when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies ;Exception: Requirement is [FI29]2 1comply with IEEE 515.1 or UL ❑Does Not not applicable. ,515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. ; 403.5.2 Demand recirculation water ❑Complies ;Exception: Requirement is [F130]2 I systems have controls that ❑Does Not :not applicable. manage operation of the pump and limit the temperature of the ❑Not Observable ; {water entering the cold water ❑Not Applicable ;piping to<= 1049F. 403.5.4 ;Drain water heat recovery units ❑Complies ;Exception: Requirement is [F131]2 ttested in accordance with CSA ❑Does Not :not applicable. B55.1.Potable water-side I pressure loss of drain water heat ❑Not Observable ; recovery units.< 3 psi for ❑Not Applicable ;individual units connected to one or two showers. Potable water- side pressure loss of drain water I I heat recovery units< 2 psi for individual units connected to (three or more showers. 404.1 ;90%or more of permanent IE]Complies !Requirement will be met. [F[6]1 'fixtures have high efficacy lamps. []Does Not ❑Not Observable ❑Not Applicable 404.1.1 lFuel gas lighting systems have ❑Complies ;Exception: Requirement is [FI2313 no continuous pilot light. ❑Does Not :not applicable. ❑Not Observable []Not Applicable 401.3 ;Compliance certificate posted. IE]Complies ;Requirement will be met. [F17]2 ❑Does Not ❑Not Observable j ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Lot 4-Wildberry Fields Report date: 01/20/23 Data filename: Page 9 of10 Section Plans Verified_ Field Verified ' # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 }Manufacturer manuals for ❑Complies :Requirement will be met. [FI18]3_ ' mechanical and water heating `❑Does Not systems have been provided. ❑Not Observable .,❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lot 4-Wildberry Fields Report date: 01/20/23 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 27.00 Below-Grade Wall 13.00 Floor 0.00 Ceiling./Roof 38.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.32 0.32 Door 0.32 0.32 Skylight 0.32 0.32 Cooling Heating System: Cooling System• Water Heater: Name• Date: Comments Manual S Compliance Report Job: 3095 1 NEW YOflK = BUILDIO4 Date: Jan 04,2023 ,o G Basement By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 Sute B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:vmw.N1'BTG.com Project • • For: Lot 4 Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitectcom Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 11905 Btuh Entering coil DB: 76.1 OF Outdoor design WB: 71.7°F Latent gain: 3184 Btuh Entering coil WB: 63.8°F Indoor design DB: 75.0°F Total gain: 15088 Btuh Indoor RH: 50% Estimated airflow: 600 cfin Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Mitsubishi Electric Model: MXZ-2C20NAHZ3" Actual airflow: 600 cIrn Sensible capacity: 12600 Btuh 106%of load Latent capacity: 5400 Btuh 170%of load Total capacity: 18000 Btuh 119%ofload SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 18172 Btuh Entering coil DB: 61.8°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Mitsubishi Electric Model: MXZ-2C20NAHZ3" Actual airflow: 600 cfm Output capacity: 22000 Btuh 121%of load Capacity balance: 18 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Prop boiler Manufacturer. Weil-McClain Model: ULTRA299-CT Actual airflow: 600 cfm Output capacity: 24000 Btuh 132%of load Meets all requirements ofACCA Manual S. wrightsoft, 2023-Jarr2013:29:19 •.R<.-ate„,-.w=.,.,m„� Rigtt-SUte@Uriversal202222.0.05RSU26095 Page ryFieldsV-ot 4_Wildberry_Fields Permitbng.nip Calc=MJ8 FrortDoorfaces:S Manual S Compliance Report. Job: 3095 NEW YORK IBUILDING Date: Jan 04,2023 I °`° First BR wing By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 SUte B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@riybtg.comVVeb:wm.NYBTG.com Project • • For. Lot Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitect.com Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 7294 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.7°F Latent gain: 1551 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 8845 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Mitsubishi Electric Model: MXZ-2C20NAHZ3 Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 173%of load Latent capacity: 5400 Btuh 348%of load Total capacity: 18000 Btuh 203%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 10179 Btuh Entering coil DB: 64.4°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Mitsubishi Electric Model: MXZ-2C20NAHZ3 Actual airflow: 600 cfm Output capacity: 22000 Btuh 216%of load Capacity balance: 3.1 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Prop boiler Manufacturer: Weil-McClain Model: ULTRA299-CT Actual airflow: 600 cfrn Output capacity: 12000 Btuh 118%of load Meets all requirements ofACCA Manual S. wrightsoft°' 2023-Jarr2013:29:19 ^� AMRek'!°eWhho HaNarruy ConWM Mgtt-SUte@Udversal202222.0.05RSU26095 Paget AOCK ...ryFieldslot 4_Wildberry_Fields Permitting.np Calc=MJ8 Frort Door faces:3 Manual S Compliance Report Dat Job:: 3095 3095 e 2023 NEW YORK IIBUDING 16RoILUo°`°°' LR/Kit Wing By: TomBaccarella New York Building Technology Group 159 Rt 25A BUlding 1 Sute B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rybtg.com VVeb:vvm.N BTG.com Project • • For. Lot 4 Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitectcom Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 21837 Btuh Entering coil DB: 75.0°F Outdoor design WB:. 71.7°F Latentgain: 3098 Btuh Entering coil WB: 62.6°F Indoor design DB: 75.0°F Total gain: 24936 Btuh Indoor RH: 50% Estimated airflow: 947 dim Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Mitsubishi Electric Model: MXZ-3C30NAHZ3 Actual airflow: 947 cfm Sensible capacity: 19880 Btuh 91%of load Latent capacity: 8520 Btuh 275%of load Total capacity: 28400 Btuh 114%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 18328 Btuh Entering coil DB: 67.8°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Mitsubishi Electric Model: MXZ-3C30NAHZ3 Actual airflow: 947 cfm Output capacity: 28600 Btuh 156%of load Capacity balance: 10 of Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Prop boiler Manufacturer: Weil-McClain Model: ULTRA299-CT Actual airflow: 947 cfm Output capacity: 24000 Btuh 131%of load Meets all requirements ofACCA Manual S. ,` * wrightsoft" 2023-Jar}2013:29:19 PMRatl°•k io NaJ away ComgN Rigtt-SUteSUriversal202222.0.05RSU26095 Page ryFields\Lot 4_Wildberry_Fields_Permitting.rLp Calc=MJ8 FrortDoorfaces:S Manual S Compliance Report Job: 3095 NEW YORK IBUILDING r I' Date: Jan 04,2023 �Io4>°`°°' Mstr Wing By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 Slue B,Miller Place,NY11764 Phone:631-495-0289 Enmil:Tom@rybtg.comMb:wm.NYBTG.com Project • • For: Lot 4 Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitectcom Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 10219 Btuh Entering coil DB: 75.6°F Outdoor design WB: 71.7°F Latentgain: 894 Btuh Entering coil WB: 62.8°F Indoor design DB: 75.0°F Total gain: 11113 Btuh Indoor RH: 50% Estimated airflow: 425 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Mitsubishi Electric Model: MXZ-2C20NAHZ3 Actual airflow: 425 cfm Sensible capacity: 12600 Btuh 123%of load Latent capacity: 5400 Btuh 604%of load Total capacity: 18000 Btuh 162%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 13104 Btuh Entering coil DB: 67.4°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Mitsubishi Electric Model: MXZ-2C20NAHZ3 Actual airflow: 425 cfm Output capacity: 22000 Btuh 168%of load Capacity balance: 8.9 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: - Prop boiler Manufacturer. Weil-McClain Model: ULTRA299-CT Actual airflow: 425 cfm Output capacity: 18000 Btuh 137%of load Meets all requirements ofACCA Manual S. �- wrightsoft, 2023-Jarr2013:29:19 I"'/4 trIJ.o H.11..q Com Right-Sote8UNversa1202222.0.05 RSU26095 Page ryFields\Lot 4_Wildberry_Fields Permitting.np Calc=MJ8 FrortDoorfaces:S Manual S Compliance Report Job: 3095 NEW YORK BUILDING Date: Jan04,2023 � " Second By: Tom Baccarella New York Building Technology Group 169 Rt 25A Bolding 1 SUte B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com Project • • For: Lot4 Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitect.com Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 13808 Btuh Entering coil DB: 75.9°F Outdoor design WB: 71.7°F Latentgain: 2177 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 15985 Btuh Indoor RH: 50% Estimated airflow: 913 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Mitsubishi Electric Model: MXZ-3C30NAHZ3 Actual airflow: 913 chn Sensible capacity: 19180 Btuh 139%of load Latent capacity: 8220 Btuh 378%of load Total capacity: 27400 Btuh 171%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 19233 Btuh Entering coil DB: 65.1°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Mitsubishi Electric Model: MXZ-3C30NAHZ3 Actual airflow: 913 cfm Output capacity: 27600 Btuh 144%of load Capacity balance: 14 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Prop boiler Manufacturer: Weil-McClain Model: ULTRA299-CT Actual airflow: 913 cfm Output capacity: 24000 Btuh 125%of load Meets all requirements ofACCA Manual S. A, * wrightsoft" 2023-Jarr201329:19 aMrtvio knn•H.u.vc°°wm RightSuteOUriversal202222.0.05RSU26095 Pages ryFieldsV-ot 4_Wildberry_Fields_Permitting.rup Calc=MJ8 Front Door faces:S cwa Load Short Form Job: 3095 NEW YORK BUILDING Date: Jan 04,2023 (G^°v^°`° Basement By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 Sote B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:wwv.NYBTG.com Project • • For. Lot 4 Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitectcom Design Information Htg Clg Infiltration Outside db(OF) 16 84 Method Simplified Inside db(OF) 68 75 Construction quality Tight Design TD(OF) 52 9 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/Ib) 41 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-2C20NAHZ3*** Cond MXZ-2C20NAHZ3*** AHRI ref 209836186 Coil AHRI ref 209836186 Efficiency 10 HSPF Efficiency 13.5 EER, 17 SEER Heating input Sensible cooling 12600 Btuh Heating output 22000 Btuh @ 47-F Latent cooling 5400 Btuh Temperature rise 33 OF Total cooling 18000 Btuh Actual airflow 600 dim Actual airflow 600 cfm Airflowfactor 0.042 cfm/Btuh Airflowfactor 0.054 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.79 Capacity balance point=18 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA299-CT In ut=24000 Btuh Output=24000 Btuh 92.5AFUE ROOM NAME Area Htg load Clg load HtggAVF CIgAVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bath 5 55 960 426 41 23 Laundry 102 695 1375 29 74 Bed 5 185 1766 2349 75 126 Office 124 1544 2822 65 151 Unfin Playroom 1042 5987 2838 253 152 Hall/Stairs 294 3258 1390 138 74 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. - wrightsoft® 2023-Jarr2013:29:19 °Mii NYH r4a1 iraHeNowoY^TP^Y Rigit Sote®Uriversal 2022 22.0.05 RSU26095 Page 1 ryFields'Lot 4_Wildberry_Felds_Perrnittirg.np Calc=MJ8 Front Door faces:S Basement d 1802 14211 11200 600 600 Other equip loads 3961 704 Equip.@ 0.89 RSM 10631 Latent cooling 3184 TOTALS 1802 18172 13814 600 600 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. C Wrightsoft® 2023-Jar}2013:29:19 a..,•• .WM1„•wm�r�mwm Right-Sute@UNversal202222.0.05RSU26095 Paget ryFeldslot 4_Wildberry_Fields Perrrittirg.rtp Calc=MJ8 FrortDcorfaces:S Load Short Form Job: 3095 NEW YORKIB U°I vDING Date: Jan 04,2023 First BR wing By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.com Web:WWW.NYBTG.com Project • • For: Lot4 Wildberry Fields-Southold,NY,Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitectcom Design Information Htg Clg Infiltration Outside db(OF) 16 84 Method Simplified Inside db(OF) 68 75 Construction quality Tight Design TD(OF) 52 9 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 41 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-2C20NAHZ3 Cond MXZ-2C20NAHZ3 AHRI ref 207342461 Coil AHRI ref 207342461 Efficiency 10 HSPF Efficiency 13.5 EER, 17 SEER Heating input Sensible cooling 12600 Btuh Heating output 22000 Btuh @ 47°F Latent cooling 5400 Btuh Temperature rise 33 OF Total cooling 18000 Btuh Actual airflow 600 cfm Actual airflow 600 cfm Air flow factor 0.075 cfm/Btuh Airflowfactor 0.087 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.82 Capacity balance point=3 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA299-CT In ut=12000 Btuh Output=12000 Btuh 92.5AFUE ROOM NAME' Area Htg load Cig load Htg AVF CIgAVF (ft) (Btuh) (Btuh) (cfm) (cfm) Bed 4 189 2331 2764 175 240 Bath 4 55 876 502 66 44 Den 241 1734 2310 130 201 Hall 296 3034 1325 228 115 First BR wing d 781 7974 6902 600 600 Other equip loads 2205 392 Equip.@ 0.89 RSM 6514 Latent cooling 1551 TOTALS 781 1 10179 8065 1 600 1 600 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. ti wrightsoft, 2023-Jart•2013:29:19 P Mi4NItl 6hue Hmhowuy nmp ny Right-SLiteDUriversal 2022 22.0.05 RSU26095 Page 3 ryFields\Lot 4_Wildberry_Fields PermitGng.ngr Calc=MJ8 FrordDoorfaces:S Load Short Form Job: 3095 NEW YORK BUILDING Date: Jan 04,2023 LR/Kit Wing By: Tom Baccarella New York Building Technology Group 159 Rt 25A BUldirg 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rybtg.mm Web:www.MBTG.com Project • • For: Lot 4 Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitect.com Design Information Htg clg Infiltration Outside db ff) 16 84 Method Simplified Inside db(°F) 68 75 Construction quality Tight Design TD(°F) 52 9 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(grAb) 41 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-3C30NAHZ3 Cond MXZ-3C30NAHZ3 AHRI ref 207342469 Coil AHRI ref 207342469 Efficiency 11 HSPF Efficiency 12.5 EER,18 SEER Heating input Sensible cooling 19880 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 8520 Btuh Temperature rise 28 of Total cooling 28400 Btuh Actual airflow 947 cfm Actual airflow 947 cfm Air flow factor 0.052 cfm/Btuh Airflowfactor 0.043 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point=10°F Backup:Weil-McClain WEIL-MCLAIN ULTRA299-CT In ut=24000 Btuh Output=24000 Btuh 92.5AFUE ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Living 588 10944 13021 565 565 Dining 198 1977 2056 102 89 Kitchen 249 912 4076 47 177 Pantry 42 615 409 32 18 Entry 106 3102 1844 160 80 Powder 36 779 432 40 19 Calculations approved byACCAto meetall requirements of Manual J 8th Ed. ti wrlghtsoft® 2023-Jar}2013:29:19 ^� nN,r..•n.,n,. ,b.,,�„�., Right-SLete®UniVersa12022 22.0.05 RSU26095 Page 4 ACCP% ...ryFieldsrLot 4_Wildberry_Fields Permitting.rLir Calc=MJ8 FrortDoorfaces:S LR/KtWing d 1219 18328 21837 947 947 Other equip loads 0 0 Equip.@ 0.89 RSM 19501 Latent cooling 3098 TOTALS 1219 18328 22599 947 947 Calculations approved byACCAto meetall requirements of Manual J 8th Ed. wrightsoft® 2023-Jarr2013:29:19 a,*••�• .m y Rigt$-Sdte®Uruversa1202222.0.05RSU26095 Page ryFields\Lot 4_Wildberry_Fields PermitBng.rLp Calc=MJ8 FrortDoorfaces:S Load Short Form Job: 3095 NEW YORK BUILDING Date: Jan 04,2023 ��:o�:°'°°` Mstr Wing By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phore:631-495-0289 Email:Tom@rybtg.com Web:www.N BTG.com -Project • • For. Lot Wildbery Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitect.com Design Information Htg Clg Infiltration Outside db(°F) 16 84 Method Simplified Inside db(OF) 68 75 Construction quality Tight Design TD(°F) 52 9 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(grAb) 41 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-2C20NAHZ3 Cond MXZ-2C20NAHZ3 AHRI ref 207342461 Coil AHRI ref 207342461 Efficiency 10 HSPF Efficiency 13.5 EER,17 SEER Heating input Sensible cooling 12600 Btuh Heating output 22000 Btuh @ 47°F Latent cooling 5400 Btuh Temperature rise 47 OF Total cooling 18000 Btuh Actual airflow 425 cfm Actual airflow 425 cfm Air flow factor 0.032 cfm/Btuh Airflowfactor 0.042 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.92 Capacity balance point=9 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA299-CT In ut=1800013tuh Output=18000 Btuh 92.5AFUE ROOM NAME Area Htg load Clg load HtygAVF CIgAVF OF) (Btuh) (Btuh) (cf1m) (m) Master Bed 430 8819 6574 286 273 Master Bath 127 2501 1970 81 82 WIC 153 1784 1675 58 70 Mstr Wing d 710 13104 10219 425 425 Other equip loads 0 0 Equip.@ 0.89 RSM 9126 Latent cooling 894 TOTALS 710 13104 10019 1 425 425 BoWitalic values have been manuaW overridden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wri ft ghtso ®� pMiieYwlHnNshueHmMwoy[ainpeny Right-Sllite®UNversa1202222.0.05RSU26095 2023-Jan•2013:29:19 Page ryFleldslLot 4_Wildberry_Felds Permitling.nip Calc=MJ8 FrortDoorfaces:S Load Short Form Job: 3095 NEW YOHK BUILDING Date: Jan 04,2023 Second By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Sute B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com Project • • For. Lot Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitectcom Design Information Htg Clg Infiltration Outside db(OF) 16 84 Method Simplified Inside db(OF) 68 75 Construction quality Tight Design TD(OF) 52 9 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(grAb) 41 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-3C30NAHZ3 Cond MXZ-3C30NAHZ3 AHRI ref 207342470 Coil AHRI ref 207342470 Efficiency 10 HSPF Efficiency 10.3 EER,16 SEER Heating input Sensible cooling 19180 Btuh Heating output 27600 Btuh @ 47°F Latent cooling 8220 Btuh Temperature rise 28 OF Total cooling 27400 Btuh Actual airflow 913 cfm Actual airflow 913 cfrn Air flow factor 0.054 cfm/Btuh Air flow factor 0.068 cfmA3tuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point=14 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA299-CT In ut=24000 Btuh Output=24000 Btuh 92.5AFUE ROOM NAME Area Htg load Clg load HtggAVF CIgAVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bed 3 274 4985 5013 271 342 Bath 3 46 223 105 12 7 Hallway 116 2805 2545 152 174 Laundry Hall 102 2440 1895 133 129 Bath 2 111 2546 1265 138 86 Bed 2 262 3804 2553 207 174 Bold/rtalic values have been manually overridden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. - wrightsoft® 2023-Jarr2013:29:19 M,.••d•,. ... •,gym,., Right-SuiteDUriversal202222.0.05RSU26095 Page ryFieldslLot 4_Wildberry_Felds Permitting.rLp Calc=MJ8 FrordDoorfaces:S Second d 911 16804 13376 913 913 Other equip loads 2428 432 Equip.@ 0.89 RSM 12330 Latent cooling 2177 TOTALS 911 19233 14507 913 913 Boldritaft values have been manually overridden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -�- wrightsoft® 2023-Jarr2013:29:19 •M,••-a•,k•n.. b�>�mwm Rigtt-Sute®Uriversal202222.0.05RSU26095 Page ryFields\Lot 4_Wildberry_Fields Permitirg.rup Calc=MJ6 FrortDoorfaces:S Job: 3095 NEW YORK,ft Project SummaISUILDING N Date: Jan 04,2023 Basement By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Srite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rybtg.com Web:Www.NYBTG.com Proiect Information For. Lot 4 Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitectcom Notes: Design Information Weather. Brookhaven,NY US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 68 OF lnside.db 75 OF Design TD 52 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 13175 Btuh Structure 10938 Btuh Ducts 1036 Btuh Ducts 262 Btuh Central vent(69 cfm) 3961 Btuh Central vent(69 cfm) 704 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18172 Btuh Use manufacturer's data n Rate/swin multiplier 0.89 Infiltration Equipmen�sensible load 10631 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 1272 Btuh Ducts 408 Btuh Central vent(69 cfm) 1504 Btuh Heatingg Cooling Outside air Area(fcl) 1802 1802 Equipment latent load 3184 Btuh. Molume(f?) 7315 7315 Air changes/hour 0.14 0.06 Equipment Total Load(Sen+Lat) 13814 Btuh Equiv.AVF(cfm) 18 8 Req.total capacity at 0.70 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-2C20NAHZ3*** Cond MXZ-2C20NAHZ3*** AHRI ref 209836186 Coil AHRI ref 209836186 Efficiency 10 HSPF Efficiency 13.5 EER, 17 SEER Heating input Sensible cooling 12600 Btuh Heating output 22000 Btuh @47°F Latentcooling 5400 Btuh Temperature rise 33 OF Total cooling 18000 Btuh Actual airflow 600 cfm Actual airflow 600 cfm Air flow factor 0.042 cfm/Btuh Airflowfactor 0.054 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.79: Capacity balance point=18 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA299-CT Input=24000 Btuh, Output=24000 Btuh,92.5AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. t _PW wrightsoft- 2023-Jan-2013:29:19 L Right-Sute®Universal2022 22.0.05 RSU26095 MCA ...ry Fields\Lot 4_Wildberry_Fields Perrr itting.nip Calc=MJ8 Frort Doorfaces:S Page 1 Project Summary Job: 3095 NEW YORK�IBUIxLDING - Date: Jan04,2023 First BR wing By: Tom Baccarella New York Building Technology Group 159 Rt25A BdIding 1 Srete B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.comMb:wm.NYBTG.com Project Information For: Lot Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitect.com Notes: Design Weather. Brookhaven,NY US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 68 OF Inside db 75 OF Design TD 52 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 7118 Btuh Structure 6696 Btuh Ducts 856 Btuh Ducts 206 Btuh Central vent(38 cfm) 2205 Btuh Central vent(38 cfm) 392 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 10179 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 6514 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 443 Btuh Ducts 271 Btuh Central vent(38 cfm) 837 Btuh Heating Coolingg Outside air Area(ftz) - 7M 781 Equipment latent load 1551 Btuh Volume(ft3) 7031 7031 Airchanges/hour 0.12 0.06 Equipment Total Load(Sen+Lat) 8065 Btuh Equiv AV'F(cfm) 15 7 Req.total capacity at 0.70 SHR 0.8 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-2C20NAHZ3 Cond MXZ-2C20NAHZ3 AHRI ref 207342461 Coil AHRI ref 207342461 Efficiency 10 HSPF Efficiency 13.5 EER,17 SEER Heating input Sensible cooling 12600 Btuh Heating output 22000 Btuh @ 470F Latent cooling 5400 Btuh Temperature rise 33 OF Total cooling 18000 Btuh Actual airflow 600 cIrn Actual airflow 600 cfm Air flow factor 0.075 cfm/Btuh Air flow factor 0.087 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.82 Capacity balance point=3 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA299-CT Input=12000 Btuh, Output=12000 Btuh,92.5AFUE Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 41— wrightsoft- 2023-Jan-20 13:29:19 °w-°.gym„^• Right-Sute®Universal202222.0.05RSU26095 ryFieldsV-ot 4_Wildberry_Relds Permitting.rup Calc=MA Frond Door faces:S Page Job: 3095 Project Summary Date: Jan 04,2023 NEW YOAK IBUIH�D�"a LW19t wing By Tom Baccarella ° New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com Project • • For: Lot4 Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitectcom Notes: Design Information Weather. Brookhaven,NY US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 68 OF Inside db 75 OF Design TD 52 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 16958 Btuh Structure 21505 Btuh Ducts 1369 Btuh Ducts 333 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh none Humidification 0 Btuh. Blower e) 0 Btuh Piping 0 Btuh Equipment load 18328 Btuh Use manufacturer's data n Rate/swin multipplier 0.89 Infiltration Equipmen sensibleload 19501 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 2670 Btuh Ducts 428 Btuh Central vent(0 cfm) 0 Btuh Heatingg Coolingg (none) Area(ftz) 1219 1219 Equipment latent load 3098 Btuh volume(it') 15644 15644 Air changes/hour 0.13 0.06 Equipment Total Load(Sen+Lat) 22599 Btuh Equiv.AVF(cfm) 35 16 Req.total capacity at 0.70 SHR 2.3 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-3C30NAHZ3 Cond M_ XZ-3C30NAHZ3 AHRI ref 207342469 Coil AHRI ref 207342469 Efficiency 11 HSPF Efficiency 12.5 EER, 18 SEER Heating input Sensible cooling 19880 Btuh Heating output 28600 Btuh @47°F Latentcooling 8520 Btuh Temperature rise 28 OF Total cooling 28400 Btuh Actual airflow 947 cfm Actual airflow 947 cfm Air flow factor 0.052 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point=10 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA299-CT Input=24000 Btuh, Output=24000 Btuh,92.5AFUE Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -Fk- wr19ht:soft- 2023-Jar}2013:29:19, °^ ^°°^-°•°°m° Rigt$-Suite®Urrversal202222.0.05RSU26095 ..ryFelds\Lot 4_Wildberry_Flelds Permittirg.rup Calc=MJ8 FrortDoorfaces:S Page3 ,ft Project Summary Job: 3095 NEW YORK IBUNLDING By Tom Baccarella o Date: Jan 04,2023 Mstr Wing New York Building Technology Group 159 Rt 25A Bolding 1 Sote B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:wm.NYBTG.com Project • • For. Lot 4 Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitectcom Notes: Design Information Weather: Brookhaven,NY US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 68 OF Inside db 75 OF Design TD 52 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 10149 Btuh Structure 8491 Btuh Ducts 2955 Btuh Ducts 1728 Btuh Central vent(0 chn) 0 Btuh Central vent(0 cfm) 0 Btuh none Humidification 0 Btuh Blower er 0 Btuh Piping 0 Btuh Equipment load 13104 Btuh Use manufacturer's data n Rate/swin multiplier 0.89 Infiltration Equipmen�sensible load 9126 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 720 Btuh Ducts 174 Btuh Central vent(0 clin) 0 Btuh Heatingg Coolin (none) Area(ftz) 710 7% Equipment latent load 894 Btuh Molume(ft') 7711 7711 Airchanges/hour 0.18 0.08 Equipment Total Load(Sen+Lat) 10019 Btuh Equiv.AVF(cfm) 23 10 Req.total capacity at 0.70 SHR 1.1 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-2C20NAHZ3 Cond MXZ-2C20NAHZ3 AHRI ref 207342461 Coil AHRI ref 207342461 Efficiency 10 HSPF Efficiency 13.5 EER,17 SEER Heating input Sensible cooling 12600 Btuh Heating output 22000 Btuh @ 47°F Latent cooling 5400 Btuh Temperature rise 47 OF Total cooling 18000 Btuh Actual airflow 425 clim Actual airflow 425 clam Air flow factor 0.032 cfm/Btuh Airflowfactor 0.042 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.92 Capacity balance point=9 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA299-CT Input=18000 Btuh, Output=18000 Btuh,92.5AFUE Bo/dlitalic values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -Mk- =1ghtsc ft- 2023-Jan-2013:29:19 .^. Right-Sote®Universal202222.0.05RSU26095 ACCK ryFieldsUot 4_Wildberry_Fields PermitUrig.nip Calc=MJ8 FrortDoorfaces:S Page4 Project Summary Job: 3095 NEW YORK � BUIxLDIN Pro G � � Jan Date: Jan 04,2023 Second By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tam@rrybtg.com Web:www.NYBTG.com Project • • For: Lot 4 Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitectcom Notes: Design Information Weather. Brookhaven,NY US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 68 OF Inside db 75 OF Design TD 52 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 10941 Btuh Structure 10026 Btuh Ducts 5864 Btuh Ducts 3350 Btuh Central vent(42 cfrn) 2428 Btuh Central vent(42 cfm) 432 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 19233 Btuh Use manufacturer's data n Rate/swin multiplier 0.89 Infiltration EquipmenI sensible load 12330 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 886 Btuh Ducts 369 Btuh Central vent(42 cfm) 922 Btuh Heating Cooling Outside air Area(ft� 911 911 Equipment latent load 2177 Btuh Volume(ft3) 7957 7957 Air changesthour 0.22 0.10 Equipment Total Load(Sen+Lat) 14507 Btuh Equiv AVF(t frn) 29 13 Req.total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-3C30NAHZ3 Cond MXZ-3C30NAHZ3 AHRI ref 207342470 Coil AHRI ref 207342470 Efficiency 10 HSPF Efficiency 10.3 EER,16 SEER Heating input Sensible cooling 19180 Btuh Heating output 27600 Btuh @ 470F Latent cooling 8220 Btuh Temperature rise 28 OF Total cooling 27400 Btuh Actual airflow 913 cfm Actual airflow 913 cfm Air flow factor 0.054 cfrn/Btuh Air flow factor 0.068 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point=14 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA299-CT Input=24000 Btuh, Output=24000 Btuh,92.5AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -*- wr19htsoft- 2023-Jarr2013:29:19 .► Rigtd-Suite®Universal 2022 22.0.05 RSU26095 ACC ...ryFields\Lot 4_Wildberry.Fields Permitting.rup Calc=MJ8 FrontDoorfaces:S Page AED Assessment Job: 3095 NEW YORK (BUILDING Date: Jan 04,2023 -o�,°`°`" Basement By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Ermil:Tom@nybtg.com\ftb:vmw.NYBTG.com Project Information For: Lot 4 Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitect.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY US Indoor temperature(OF) 68 75 Elevation: 82 ft Design TD(OF) 52 9 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 41.4 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 2,20 2,00 1,80 1,60 1,40 1,20 1,00 80 60 40 20 0 a 9 10 11 12 13 14 15 16 17 18 19 20 H=A Day /Huvy /Avmep° /AmG Maximum hourly glazing load exceeds average by 14.1%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh -Fk wrightsoft- 2023-Jan•2013:29:19 AM,••"a•,,,,,•�=,�m,m„wm RigM-Sote®Universal202222.0.05RSU26095 Page ryFields\Lot 4_Wildberry_Fields Permitting.rup Calc=MJ8 FrontDoorfaces:S AED Assessment Job: 3095 NEW YOHK BUILDING Date: Jan 04,2023 First BR wing By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 Sute B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rybtg.00m Web:Www.NYBTG.com Project • • For. Lot 4 Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitectcom Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY US Indoor temperature(OF) 68 75 Elevation: 82 ft Design TD(OF) 52 9 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 41.4 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 3,5 3,00 2,50 `a 2,00 iP 1,50 1,00 50 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hau°1 Day A.aaga /AEDNN Maximum hourly glazing load exceeds average by 12.0%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh -�"�- wrightsoft, 2023-Jan•2013:29:19 A.,..•ra.r.r,,,.w,n•r�•ro•r Rigtt-Sdte®Universal 202222.0.05 RSU26095 Paget ..ryFieldslLot 4_Wildbeny_Felds Permitting.ngp Calc=MA Front Door faces:S AED Assessment Job: 3095 NEW YOflK BUILDING Date: Jan04,2023 LR/Kit Wing By: Tom Baccarella New York Building Technology Group 159 Rt 25A BUlding 1 Sute B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@ybtg.com Web:www.M'BTG.com Project • • For. Lot 4 Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitect.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY US Indoor temperature(OF) 68 75 Elevation: 82 ft Design TD(OF) 52 9 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 41.4 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 14,0 12,00 10,00 z 8,00 u 6,00 4,00 2,0D 0 8 9 10 11 12 13 14 1s 16 17 18 19 20 H=d Day Avmag° Maximum hourly glazing load exceeds average by 42.8%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 1222 Btuh (PFG- 1.3*AFG) * wrightsoft° 2023-Jan-2013:29:19 �� A.,,••�.,",,,_�_�,�„°.mw� Right-Sprite®Urvversa1202222.0.05RSU26095 Page ryRelds\Lot 4_Wildberry_Fields Permitting.ngp Calc=MJ8 Fror2Doortoes:S AED Assessment Job: 3095 NEW YORKIBUILDING Date: Jan 04,2023 Mstr Wing By: Tom Baccarella New York Building Technology Group 159 Rt 25A BLilding 1 SLite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com Project • • For. Lot4 Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitectcom Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY US Indoor temperature(OF) 68 75 Elevation: 82 ft Design TD(OF) 52 9 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gdlb) 41.4 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 8,0 7,00 6,00 5,00 4,00 3,0 2,00 1,00 0 8 9 10 11 12 13 14 15 16 17 18 19 20 H=of Day Maximum hourly glazing load exceeds average by 8.7%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh wrightsoft® 2023-Jan•2013:29:19 .�,*•+ ••_� �.� . Right-SLdte®Urvversa1202222.0.05RSU26095 Page ryFieldslLot 4_Wildberry_Fields Permitfing.rup Calc=MJ8 FrortDoorfaces:S AED Assessment Jab: 3095 NEW YORK BUILDING Date: Jan 04,2023 4.GYP° Second By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 SLite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rybtg.com Web:vmw.NYBTG.com Project • • For: Lot4 Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitectcom Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY US Indoor temperature(aF) 68 75 Elevation: 82 ft Design TD(OF) 52 9 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 41.4 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 7,00 6,0a 5,00 m 4,0 3,00 2,00 1,00 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Han 11 Day /H>wM /Avaapo /FEDFii Maximum hourly glazing load exceeds average by 33.6%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 175 Btuh (PFG- 1.3*AFG) wrightsoft® 2023-Jan•2013:29:19 AM,*••ra,.n..x.in. c.mp , Rigtt SUte@ Universal 2022 22.0.05 RSU26095 Page s ryFieldslLot 4_Wildberry_Fields Permitting.ngl Calc=MJ8 Frort Door faces:S NEW YORI( Right-M Worksheet Job: 3095 Isoiu�oiu c Basement Date: Jan 04,2023 I By: Tom Baccanella New York Building Technology Group 159 Rt 25A Buldirg 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.com Web:www.NYBTG.com 1 Room name Basement Bath 5 2 Exposed wall 240.0 It 21.0 ft 3 Room height 9.5 It d 9.5 It heaVcool 4 Room dimensions 9.5 x 5.8 It 5 Room area 1801.6 ftz 54.6 ft' Ty Construction U-value Or HTM Area (ft-) Load Area (" Load number (BtuhtW--°F) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1, 12FOsuv 0.065 n 3.46 0.78 121 -- -121 '412 - --94 -- 0 ---- --- 6 (5- - 0 NYBTG Default 0.350 n .0.00 0.00' 0 0 0 0 0 0 0 0 NYBTG Default 0,350 n 0.00 0.00 0 0 0 0 0 0 -0 0 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 L._u_ ."NYBTG Default--•-- --_ - 0.350 n --:0.00, 0.00 - - 0 - ^0 - 0 0 - - 0 -- 0- - -__0 0 yJ 15B13-Wo6 0.093 n 3.30 0.17 622 570 1881 98 0 0 0 0 I-G NYBTG Default 0.350 n 18.31 9.99 53 0 961 524 0 0 0 0 1INI _ 12 Osw - - 0.065 e-- - 3.46 -0.78 50 _ 26 --- 8-8 20 .- - 0 0 - --"- 6 ... - 6 �D NYBTG Default 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 11J0 -._ _ :0.600, e- _31.38 __13.92 24 .____..24 .__753 _ _._334 ._._ .0-___ :0.-- ---^0. _ - .0 15B13-0vr-6 0.093 a 3.33 0.18 268 251 836 46 55 55 188 12 _ - NYBTG Default .___, "___ ._0.350__e_ _18.31_ _36.21 _-_18_ -_ 0-_ ___320 6 34 W 12FOsw 0:065 s 3.40 0.78_ 59 _69 202 46 0___. _..-O_ ...__- O. NYBTG Default 0.350 s 0.00 0.00: 0 0' 0 0 0 0 0 0 NYBTG Default .0.350 s 0.00 0.00 0 0 •0 0 0 0 0 0 0.600 --s _.._.0.00._-.-- 0.00-----. -0 _.-____0- ---- 0 _.. 0_-_-- 0 _-----_0 W 15613 Una 6_ __..-_.__4.093 _s_ -3.43.__ -0.21 _, _.,599--_-___599_,_ ____2054 __-128 81 _ 81 _2.77 17 IW 12F-0sw 0.065 w 0.00 0.00 0 . 0 0 0 0 _0 0 0 f--ta NYBTG Default 0.350 w 0.00 0.00 0 0 0 0 0 - 0 0 0 ._�_-G- NYBTG.Default--- __. 0.350--w- ---- 0.00.= 0.00: 0- -0 - 0 - - -0 ..^ 0-- - 0 -----0 -= - 0 W 15B13 Ov6 0.093 w 3.38 0.20 342 330 1116 65 0 0 0 0 L-G NYBTG Default 0.350 w_ 18,31 _-36.21 12 0 220_ 435 0 _ 0 0 0 - _- .P:�_....._12C-Osvv_._'� _._-- ._0.091 ,.___. 4.76_ -_ ..0.76. '..._ 219 __ ._.219 - ---1040 .__f _165 _C___ 16B-30ad _ .T_ _ - 0.032 1.67 1.49 6 _ 6 9 8 2 2 ___ 4, _ _.. 4 - - - C - 168 30ad�- -- -- - 0.032 - __: _0.00 --_0.00 __ __.-0 0 - 0 -- ---0- 0 -0 -- -0 G 18B-30w 0.034 0.00 0.00 0 0 0 0 0 0 0 0 Skyglaanq,small _ 0.350 -_ -. 0.00_" ._0.00 0 -_, 0 0. 0 0 0 0 _ 0 F -- 19A30bswp- -- - - -0.034.-------0.00-- 0.00. _,_ -_-0 - 0 - -0 - --- 0 -~ -0-- -0 - :- Q _0.034 0.00 0.00 0 0_ _ __ 0-___ --- 0 _.._ 0 _0 0 0 - _ -0.034_�. -.0.00 -_. ._0.00 ----_.._ 0" __ _ _.0.- ..0 _0 ..._ --- 0� ..__ :_.0_. .._ 0 .,. ..:_, _0_ F 2OP-30w 0.035 1.83 0.23 294 294 538 69 0 0 0 0 - --- F - __._0.022---_-- --1.15- __._0.00 1508 _. . .1508 ._ _.-.1735 ry -.__.. 0_ _ .. 55----- _S ._._ ..__63 _ --_---0 6 c)AED excursion 0 -10 Ernelopelosslgain 12164 2667 837 71 12 a) Infiltration 1011 81 53 4 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 2 460 0 0 Applianoes/other 7731 341 Subtotal(lines 6 to 13) 13175 10938 890 416 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 13175 10938 890 416 15 Ductloads 8% 2% 1036 262 8% 2% 70 10 Total room load 14211 11200 960 426 Air required(clm) 600 600 41 23 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. - wrightsoft. P. RighFSute®Ury 2023-Jan•201329:19versa1202222.0.05RSU26095 Page1 ryFieldslLot 4-Wildberry_Fields Permitting.rup Calc=MJ8 FrordDoorfaces:S NEW YORK BUILDING Right-M Worksheet Job: 3095 Basement Date: Jan 04,2023 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Laundry Bed 5 2, Exposed wall 14.5 ft 26.3 ft 3 Room height 9.5 It heat/cool 9.5 It heall000l 4 Room dimensions 1.0 x 101.7 ft 14.5 x 12.8 ft 5 Room area 101.7 ft2 184.9 ftz Ty Construction U-value Or HTM Area (ftz) Load Area (fF) Load number (BtuhfiP-°F) (B or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W NYBTG Default 0.350 n 0.00 0:00 0 0 0 '0 0 0 0 0 NYBTG Default_ 0.350 n 0.00 0.00 7 0 0 0 0 0 0 0 0 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 - - NYBTG Default.------ -0.350-n- -:-O.OQ-, 0.00 -- 0 - 0---- --0- --0 ----- - ---0 -- ---- -0 yJ 15B13-Wr6 0.093 n 3.30 0.17 0 0 0 0 138 103 303 6 �__ G-NYBTG Default__ 0.350 n 18.31 9.99 0 -- 0,.,_ _,__0 ____ 0 35 0 641 350 W 12F Usw _ 0.065 e ____3.40 -- 0.78 0 0 0 0.__. .......o _.0 __0 .- ----0 II--�- NYBTG Default 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 0:600 - 0 -- _, ... _ -_ ._ -- .._. --0^__-. _0 _. _0 ,-._A. VN 15B13-Owa6 0.093 a 3.33 0.18 50 50 171 11 0 0 0 0 T-G_NYBTG Default, _-0.350 e.__ 18.31_ _ 3621 0 0 0 0 0 0 0.-__ 0 W 12F-0sw- _ 0.065, s 3.40 0.78 T_:O O---- 0- - - 0--. ___0 ._.__..-o _.. _ 0 0 NYBTG Default 0.350 s "0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 __ __-_0.600__s_. _-__0.00. --,-0.00 0-------__0_.-- -,-0.----.--._ 0. -_-�_0 -,---.___.0___.•____0,... ____.0 W 156----- _ __-.._ _0,093- s _ -_-3.- 0.21 88,__�--98__._.._ 302- ._____19 --------_0 - _.._0 0 0 - ... 12F-Osw ' 0.065 w. 0.00 0.00 0 0 0 -0 0 NYBTG Default 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 ._NYBTGDefault___ _____0.350_>w. __-,...0.00.___ 0.00� ,..0 -;w:. __�.- --___0---_ ._ ._0•.__ __ 9._._. _0_.-._.. 0_. _Q IWI � 15B13-Owo-6 0.093 w 3.38 020 0 0 0 0 112 112 383 24 NYBTG Default 0.350 w 18.31 36.21 0 0 0 0 0 0 0 0 _P_.___.. 12C-0sw--____._,_� -__�0,091 _-_ ._.__.4.7ti._ _0.76 .___..__0 ___ _.._.�-.:_ :..• 0 ..__ .__..0_ ._ .- -�--- C_____-16B-30ad _ _ 0_032- _-- -- 1.67 _ ,_1A9 -- 0 -- -0 - ---0 0 - 0 -- 0 0 0 C_ 166 30ad_� - -- �0.032�_ _ 0.0.0- -0.00 -- - - --- -----� --- ---- 0'- --0- 18B-30w 0.034 - 0.00 0.00 0 0 0 0 0 0 0 0 Skvglaang,small,___-- 0_350_---. ..___0.00 _- _-0.00..._. _.__0___... 0 ._---0-- .0 -_-0 --_--,-_,-_0 0------ 0 0 - .0.: -- 0 -- -- ---0--- --� ---------0. _F_ 19A-30b_swp __ _..._0.034._ -- -__0.00 0.00__... 0 0 0 - 0 ..-._ -_ 0 .____._.0 0 0 ___._.__._ 0.00._._.0.00 ---__,__;_0 F MP-30w 0.035 7 . -'-_0 .-_ 0. _ ._ .0�-----_.__0 - 1.83 0.23 0 0 0 0 0 0 0 0 F- .21A-28t_----.-_-._-__` ._ _0.022_.-._ ._,_.1.15 -----0.00 ----_-102.,__. 102 117_ _,_.-0--- -185, 185.� 213__ __..__0 6 c)AED excursion -32 -55 Envelope losslgain 590 -3 1539 324 12 a) Infiltration 54 4 98 8 b) Room ventilation 0 0 1 01 0 13 Internal gains: Ooc upants @ 230 0 0 1 230 Applianoss/other 1341 1 1732 Subtotal(lines 6 to 13) 644 1343 1638 2294 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 644 1343 1638 2294 15 DUdloads 8% 2% 51 32 8% 2% 129 55 Total room load 695 1375 1766 2349 Air required(dm) 291 74 75 126 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -rid- 2023-Jan-2013:29:19 Right Suite®Universal 2022 22.0.05 RSU26095 Page 2 ryFteldslLot 4 Wildberry_Fields Pennitting.rup Catc=MJS Front Door faces:S 9 Right Worksheet Job: 3095 NEW YORK B oI�D�N. Date: Jan 04,2023 Basement By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name O(fioe Unfin Playroom 2 Exposed wall 22.5 ft 115.3 ft 3 Room height 9.5 ft heaV000l 9.5 It heaftol 4 Room dimensions 9.8 x 12.8 It 1.0 x 1042.2 ft 5 Room area 124.3 T 1042.2 ft Ty Construclion U-value Or HTM Area (" Load Area (ftl Load number (Btuhift;°F) (Btu or perimeter (ft) (BWh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 - - 12FOsw- -- - 0.065- n 3.40 r 0.78 0 - 0 0 0 - -- 0- 0- -- 0 - -:6 NYBTG Default 0.350 n, 0.00 0.00 ,,0 0 0 0 0 0 0 0 NYBTG Default 0.360 n 0.00 0.00. 0 0 0 0 0 0 0 0 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 0 0 - 0 0 11 ---- NYBTG Default------- .._0.350 --n._ _---0.00 _..0.00-1-.. .0 -: ------.0 --.---- .0 ._ _... 0_.- _ --0---- -_0--- ----0_.-- _ ---0 yJ 15B13-0w-6. 0.093 n 3.30 0.17 93 75 233 8 392 392 1345 84 _�--G-, NYBTG Default _- 0.350 n 18.31 __ 9.99-_ _ _ 18 _.. __. 0_ - 320 175 _ 0 0 0 0 WI - 12FOsw---.---- - 0.065 a 3.40 0J6 0 0 0 - - 0 _0_. - - ---0 I--ci NYBTG Default 0.356 a 0.00 0.00 .0 0 0 0 0 0 0 0 -11J0_ _... _.._v.___.0.600-_e_-_ 31.38 13.92-- -0 _. __ ._0._.. --....0 0 _. _ 0_. _ . ..0__ -0._..".,..-_0 V�J 15B13-Ovw-6 0.093 a 3.33 0.18 121 104 331 14 43 43 147 9 r� NYBTGDefault 0.350 e _ 18.31 36.21. _-_____- ___ _-_ 0 _ _ 320 _- -_634 0 W. 12FOsw 0.065 s 3A0 0.78' .0 0 0 0 0 - 0 - 0 - 0 NYBTG Default 0.350 s 0.00 0.00 1 0 0 0 0 0 0 0. 0 NYBTG Default 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 _ 11J0_..___-:_--- ._ ___.0.600.--s_ ----0.00,..__.0.00 .. _ . .0 _..____0 . _..-.- _ -0_____--_0 ---- 0---.__._0 _.. _ __0--.._ -.0 W _---.15B130vvc6 ...-0.093s 3.43- -_-0.21_ 0 _00 _ -0_•--._. .-4 0 __ _430, 1476_ 92_ W 12Osw 0.065 w 0.00 0.00 0 0 0 0 0 'Cl 0 0 NYBTG Default 0.350 w' 0.00 0.00 0 0 0 0 6 0' 0 0 _-- _NYBTG_Default ----_ __0.350- w 0.00 __ . 0.00_ 0_ _--.-. 0- 0 -.. . 0-.-- _ _ _0 WI - 15613-0vr-6 0.093 w 3.38 0 �--G NYBTG Default____-- -_0.350 w _18.31 __,36.21__-_•, _ 0 0 0 0 12 0 220 435 P -- 12C-0sw---•--_-.__--.______0.091._ c.. -. 4.76:__ 0.76_ 0.. 0._ --.. _.0 --- - 0 ___. 0 -._0 C 1613-30ad 0.032 _ _ _ _1.67 1A9 ,0_ _- 0 __ 0 0 0 0 0 _ 0 0 _ -0- - -0 - ..-0, _0 - -'r0 _--- -0 G 18B-30w 0.034 0.00 0.00 0 0 0 0 0 0 0 0 _I�_- Sky glaanq,small __0,350 - 0.00 4 __ 0.00 _ 0 _ 0 _._ 0 0 0 0 0 0 F;._ 19A 30bsnp : 0'69- r-- _--0.00 _ 0.00 0__ _ __ 0 0_ _ -_. _ -._ -_ _.--._ --_ --_ - - 0 - -0 0- - -0 .. _. 0 F_ -•- 19A-30bswp----_ -- -..--__0.034__- 0.00 0.00 0 0 0_ _ 0- __-_0._._--- -0-- -----0----- --0, _._ ---. _.- - -- F___-_.- ,19A-30csM _ --r-- --0.034 - -'---0.00 6.00 -0. . .. __�0.-. . __-0 --0._. -0- 0 - 0 _0 F 20P-30w. 0.035 - 1.83 0.23 0 0 0 0 0 0 0 0 ,21A-28t___ 0.022 Y. 1.15 0.00_ 124 124 143 ..,__ 0 __1042_ _ _ 1042 ...__11991..-------__..0 6 c)AED excursion -43 173 Emelopelossngain 1347 787 5119 834 12 a) Infiltration 84 7 432 34 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances(other 1732 1903 Subtotal(lines 6 to 13) 1432 2756 5551 2772 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1432 2756 5551 2772 15 Ductloads 8% 2% 113 66 8% 2% 436 66 Total room load 1 T1544 2822 5987 2838 Air required(c5n) 65 151 253 987 152 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. +}�- wrYghtsolFC^ 2023-Jan•2013:29:19 Right-Suite®Universal 2022 22.0.05 RSU26095 Page 3 ryFields\Lot 4-Witdberry_Flelds Permitting.ng Calc=MJ8 FrortDoorfaces:S 9 NEW YOBN BUILDING Right-J®Worksheet Job: 3095 °°°'°" Basement Date: Jan 04,2023 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.N1BTG.com 1 Room name Hall/Stairs 2 Bposed wall 40.5 ft 3 Room height 9.5 ft heat/000l 4 Room dimensions 1.0 x 293.9 ft 5 Room area 293.9 ftz Ty Construction U-value Or HTM Area (W) Load Area Load number (Btuhlft;°F) (B or perimeter (ft) (Btuh) or perimeter Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 W 12F-Osw _ _0.065- _n 3.40 - 0.78 121 121 - '412 9-4- - - - - - - NYBTG Default 0.350 n 0.00 0.00 0 , 0 0 0 NYBTG Default 0:350 n 0.00 0.00 0 0 0 0 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 11 _-_-_ NYBTGDefault-.-_ -_.--0.350 -n___.._0.00 _-0.00-........ _.0_...--_---_0 ___.---0 _-_-.. 0.--_ ___ .-_:- - -_ ... .-._------- ---_------ yJ 15B13-Owa6 0.093 n 3.30 0.17 0 0 0 0 _L_-G NYBTGDefault_-__ _ 0.350 n 18.31 9,99 0 0 0 0 12FOsw 0.065 -a- - 3AO- 0.78 50 26 -- 88 20 V NYBTG Default 0.350 a 0.00 0.00 0 0 0 0 w!-D._.114_. _.._ -... _ .._0.600._.e,- . 31.38 _ _13.92 i.T_. _.24. 24 753 _..334 151313-0wa6 0.093 a 3.33 0.18 0 0 0 0 -�-_NYBTG Default _0.350 e 18.31- 36.21 0 0 0 0 W 12FOsw 0.065 s 3.40 0.78 - 59 - s9 - 202 - 46 --- - -- -- - - - - - NYBTG Default 0.350 s 0.00 0.00 0 0 0 0 NYBTG Default 0.350 s 0.00 0.00 0 0 0 0 0._.._ . ,0__-.- W..._.._ 15B13-0wc6----_----_-_--_.0.093 __s. _ -3.43-___ 0.21. --0 ---0 _ ._0- - _. . - - - W 12FOsw 0.065 w 0.00 0;00 0 . 0 0 0 II--G NYBTG Default ,' 0.350 w 0.00 0.00 0 0 O 0 �r-G. NIBTGDefault-_ 0.350 w- 0.00 ----0.00 .0 - 0 --.0 - --0 .__. WII -- 15B13.Owa6 0.093 w 3.38 0.20 0 0 0 0 !-G .NYBTG Default 0.350 w 18.31 36.21 0 0 _9.091 - --•4.7.6- --0.76- 154- 154, µ._ 735 117 C _ 16630ad 0.032 1.67_ 9 _ _3 3 5_ _.- 5 - - - --- - 16630ad _- .. 0.032 - -- ,0.00 - 1.4 0.00_ .._'. .__0_--_-_ 0.. G 18B-30w 0.034 0.00 0.00 0 0 0 0 l_.--G-.. Sky.glaanq,small, 0.350_--_. _ 0:00- -0.00 - 0 --0 0 --0 - .F__- .19A30b*_ _: 0.034---- __ .__.0.00-._: 0.00_---- - -- - 0 - 0 -0 -- - - - - - _F--- _ 19A_30bswp -_ .-_- -__-- 0.034 - OAO 0.00_ 0 0 0_ ._. . 0--- -- F._._-__. 19A-30 - - __ _.__0.034_ . .._..__ 0:00 _�-_-0.00 ' _____0 � .� 0 F 20P-30w __ 0.035 - 1.83 0.23 294 294 538 __ 69 F- - ,.- -- - _ - __.._.- - ----- ---- - _ _ -- 21A-28t_--____-r'_ :'. 0.022 _-. _. 1.15._ .0.00 0 _^ 0 6 c)AEDexcursion -33 Envelope loss(gain 2733 653 12 a) Infiltration 288 23 b) Room ventilation 0 0 13 Internal gains: Occupants@ 230 0 0 Appliancesrother 682 Subtotal(lines 6 to 13) 3021 1358 Less extemalload 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 3021 1358 15 Ductloads 8% 2% 237 33 Total room load 3258 1310 Air required(dm) 138 74 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -rw _,.,. 2023 Jarr2013:29:19 .�P. Right-Suite®Uriversa1202222.0.O5RSU26095 Page4 ryFields\Lot 4-Wildberry_Felds Permiting.ngp Calc=MJ8 FronlDoorfaces:S NEW VORK'&9U,.:O,oe Right-JO Worksheet Job: 3095 Date: Jan 04,2023 First BR wing By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Plaw,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name First BR wing Bed 4 2 E)posed wall 106.8 ft 29.5 ft 3 Room height 9.0 ft d 9.0 ft heat/000l 4 Room dimensions 1.0 x 189.1 ft 5 Room area 781.2 ft' 189.1 ft' Ty Construction U-value Or HTM Area (ftl Load Area (ftZ) Load number (BtuhAF--°F) (B1uhflF) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool r- 6 -;- 12FOsw --0.086_i 3.40_.. --V-8;----317, .. 188 ..._._. 638,.._." ..146,--_ 106 ...__".._70 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 n 18.31 9.99 72 0 1309 714 36 0 654 357 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 -- NYBTG Default-.___.- _- 0.350 n_ _,18.31 -_-,-9.99._._.__.._58 -_-_ ._-----1082 579:-- T-Q ----- -_0-_--- -Q------._0 v�✓ 15B13Wvc-6 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 -G NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 W - '-0.065-e- - 3.40'- 0.78 _ ..___ NYBTG Default 0.350 a 18.31 36.21 30 0 549 1086 21 0 384 760 _11J0_.-_. _..__-.. ... 0.600;.-e---__;._-0,00.___-0.00 __.._..0_...... ---0 .0. -_--__._0_ __._-__0 -- _�0._..___. 0 --.-,--0 151313-Owa6 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 _ NYBTG Default _ 0.350 e _ 0.00 0.00 0 _ _ 0 0 0___ _ 0 _ 0 _ 0_ 0 VIV - 12I:t: v 0.065 s 340 . 078 36 36 122 - 28 -0 - '0 '0 -- 0 t--c� NYBTG Default 0 350 s 0 00 0.00 0 0 0 0 0 0 0 0 LI-_pG NYBTG Defaul# 0.350 s 0.00 0.00' 0 0 0 0 0 0 0 0 _.__ -_-0.600 .-s.... 2-0.00---0.00" _0 ..___.._..0 ...__-_--_0-. _-0 =____0, W_ -- 15613-0w-6 -•----- 0.093 ._s-. 0_ -_ - 0.00 0.00___-_• -0_--- -__..0 , 0 0 0 0 0 IW 12F-0sv 0.065 w 3.46 6.76 106 106 _-359 ,82 0' 0 0 - 0 I---v NYBTG Default 0.350 w 0,00 , 0.00 0 0 0 0 0 0 0 0 NYBTG_Default -- w0.350 w... _ 0.00.= 0.00...._•-: __0-- . -..0 -_-- --A_-__._0 _0___._".__0__ __ ."_0___--__0 W 15B13-Ovvo-6 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 !--G NYBTG Default _ 0.350 w 0.00 0.00 0 0 0 0 __."_-0 _ 0 _ 0 0 P". _. _.12C 6s 0.091 .._ .. _.. 476... 0.76 _ .- 290 : .290- 1381. _- .219_... _.: 0 _ 0 0_ -0. C 16B-30ad _ 0.032 _ -_ -- _0.00 _ 0.00 0 6 -. 0 0 0 0 _ 0 _0 C- 16630ad_! ___ 0.032_�- _ _1.67 _ ",1.49 _ _�89 _, ,89 -_-.- 149 . .133�-_ 0. --0_' ._1__0 __�_ 0- �j 186-30w 0.034 0.00 0.00 0 0 0 0 0 0 0 0 _�--G Skvnlaanq,.small---- _..,_0,350 _ ...__-0._00_ _0.00 --- 0 -. --0- - - ----_-- - 1 49-_-02Z 0 ... 0 _- 0 - -0 ---- 0 0.034 _ _ 0 FT 19A-30bsrop--- _----0.034_:_--_ 0.00-----0.00 _.--- ._0 _.___0 ._ _ 0 .._ - 0 F=� 19A30cswp _.0.034_ -_ _ 0.00 0.00 _._0_�. ..:_ -.0 -_.- ._0 0. 0 0 _ 0 -- -- --_ 0 . -__�0�- 0_- �_0 F 20P-30w - -0.035 - 0.00 0.00 0 0 0 0 0 0 0 0 ._ 6 o)AEDemursion 0 -25 Envelope loss/gain 6280 3147 1748 1255 12 a) Infiltration 839 67 332 26 b) Room ventilation 0 0 0 0 13 Internal gains: Oocupants @ 230 0 0 0 0 Appliances(other 3482 1400 Sublotal(lines 6to13) 7118 6696 2081 2682 Less e,)Qemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 7118 6696 2081 2682 15 Ductloads 12% 3% 856 206 12% 3% 250 83 Total room load 7974 6902 2331 2764 Air required(dm) 600 600 175 240 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -rid- wrigMtsoitA 2023 Jan201329:19 . P. Rigid SuteOUriversal 2022 22.0.05 RSU26095 Page 5 ...ryFieldslLot 4_Wildberry_Fields Permittirg.rup Calc=MJB FrontDoorfaces:S. NEW YORK BUIEDING Right-M Worksheet Job: 3095 First BR win Date: Jan 04,2023 g By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.com Web:www.NYBTG.com 1 Room name Bath 4 Den 2 Exposed well 15.3 ft 24.3 ft 3 Room height 9.0 ft heat/cool 9.0 ft heaf/000l 4 Room dimensions 9.5 x 5.8 ft 1.0 x 241A ft 5 Room area 54.6 itz 241 A ft2 Ty Construction U-value Or HTM Area (IF) Load Area (T) Load number (Btuh/t;°F) (B or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VI _ :12F-Osw _ - --OA86 ..n-- ..-.....3.40' `0.78 - ..0 - 0 --- --p - --. 0..._. 113 '- -77 --281 -v 7- 66 NYBTG Default 0.350 n. 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 n 18.31 9.99 0 0 0 0 36 0 654 357 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 ,-.-G .NYBTGDelault_-____.- 0.350 _n-__..,18.34._ _9.99__ _._0 �.._0 _-_:. -0 -------.._. _0 _..__..0 �j 15B13-OwA- 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 --.G NYBTG Default --_0.350 n 0.00 0.00 _ _ 0 0 0 0 0 -_-__ 0 0_ ___0 .IN' 1'2FOsw 0.065 a --3-.40 - -0.78 '52 _43 1 ._--_-_._33- - "_0 _ 0 ,0 0 NYBTG Default 0.350 a 18.31 36.21 ,9 . 10 165 326 0 0 -0 0 __-._.0.600..._e.-.--_ .0.0Q __. 0.00 _._ _:._0 4-_, _ --.0_ --____...0 -__,__ 0 _.._-0 --0•-- ---0.;_..- Q Vdl 15B13-Ou�6 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 -G NYBTG Default 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 . _-_-------.-.-._.__ __ . _._-- _ V11 12FOsw 0.065 s - 3A0 0.78 '0 _._0 .__. 0 0._ _.- 0. _-- O_- _-. 0 --•_-0 NYBTG Default 0.350 s 0.00 '0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 s 0.00 000 0 0 0 0 0 0 0 0 .._-.0.600_-s- .-._.-0.00 ,t -0.00 ,..._0- __:w__0 - ___0__. _..-- 0 ___.0 _._.__0_._.__-0 __�.__:___a 15B13.Ov"----- - -0.093_s. ___-0.00..---_0•00--- _0 - 0 - -0 -- _0 WI --GGGG 12F-Osw _ 0.065 w 3AO 0.78 0 0 O 0 - - ttt� NYBTG Default 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG.Default__ -' _ _._0.350 _W_. 0.00 _0.00 _ 0 _._-__.0 R _ _ 0._ 0__^-_-0 -0 0 -- ---,-0. WI _ 15B13.Owa6 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 �--G NYBTGDefault,__ _ _" 0.350 w_ _ __0.00 _ -_0.00 _ 0 0 0 0 0 O v 0 - 0 P_-._._ 12C,Osni- ---- --'_ _�0.091 _-_ _4.76 ---- 0.78--_ : 86 ._..�_.86-----407., _-65 -. .-0 --0 C_ --16B_30ad. _ _ 0032 - 0.00 0:00 _ _0--- __ _0_, _-_ _-0 0 0 0 0 0 - -- ------ --- - C 185 30ad�_-.__-_- _0.032 _, 1,67 149 -_Q --_0 - ----__.0.._-_. _. 0 _ _0 . -- Q -:;0._ 0. G 18B-30w 0.034 0.00 0.00 0 0 0 0 0 0 0 0 Skyglaanq,small 0,350 _ _ 000_._.0.00 __ 0 -.. 0 0 _. . 0 __ _- O 0 0 0 0.034 _ 149.-_. 0.27 _- 0 --- --•0 _ _.__ __ F 19A_30b wP-- -- -: 0.034 -- _0-0Q -00 - 0 - - ---0,00 _0 __ 0 _ _ _0 0 0 F.-.-_-J92-30cswp-- -- - --0.034 � _0.00 _.. -0.00 _._.. _ 0--- - ...__.`.0 . _ �0-_ -0 � 0. 0 �- 0 F 2OP-30w 0.035 - 0.00 0.00 0 0 0 0 0 0 0 0 .0 6 c)AED excursion 58 -21 Envelope losslgain 717 482 1275 478 12 a) Infiltration 65 5 273 22 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Applianoeslother 0 1741 Subotal(lines6 to 13) 782 487 1548 2241 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 782 487 1548 2241 15 Duct loads 12% 3% 94 15 12% 3% 186 69 Total room load 876 502 1734 2310 Air required(dm) 66 44 1301 201 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - w�ightsoleA 2023-Jan-2013:29:19 AM � Rigtt-Suite®Urdversa1202222.0.05RSU26095 Page6 ryFeldslLot 4_Wildberry_Fields PermitBng.nQ Calc=MJ8 Front Door faces*.S NEW YONK IBU�ILDING Right-M Worksheet Job: 3095 First BR wing Date: Jan 04,2023 New York Building Technology Group By: Tom Baccarella 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Hall 2 Exposed well 37.8 It 3 Room height 9.0 ft heaV000l 4 Room dimensions 1.0 x 296.1 It 5 Room area 296.1 ftz Ty Construction U-value Or HTM Area (T) Load Area toad number (BtuhliP-°F) (Btu or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 12F-0sw ri � -3'40 -- 0.78 ---99 ---- 41 - -139•�- 32 NYBTG Default, 0.350 n 0.00 _ 0.00 0 0 0 0 NYBTG Default 0.350 n 18.31 9.96 - ;0 0 0 0 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 11 NYBTGDefauit_, 0.350 --n �_ 18.31. _-_9.99_._:_.:_58 __.. _..0. 1062__-•:_-579 __:- ---_ - •-- -_-__---- •_-----'--.- W, 15613-0wo•6 0.093 n 0.00 0.00 0 0 0 0 I-G NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 12F0sw _--•___.__ 0.065 e� . 3.40 0.78-'---`- 0 -....0 0 .-v.. -0- NYBTG Default 0.350 a 18.31 36.21 0 0 0 0 11J0-;._.._.-____ _.:._-__._0.600._e._ __ _0.00 _.._0.00 V+J 1561&Owc-6 0.093 a 0.00 0.00 0 0 0 0 .. NYBTG Default 0.350.. a 0.00 0.00 0 0_-_- _0 0 W 12FOsw 0.065 s. 3.40 0.78 36 36 122 28 -- ---- -- - �. NYBTG Default 0.350 s 0.00 0:00 .o - , 0, - 0 0 NYBTG Default 0.350 s. 0.00 0.00 01 0 b 0 -.s; _--0.00 ----0.00 0 ---.----,0-_-_-•-- .6 -- ----:0 - W _ 151313-0vc-6 _0.093 s__ - 0.00 0.00 _ 12F Osw 0065 w 3AO-_ 0.78 0 0 0 -0 vllu�G, G De fault 0350 w 0.00 0.00 - 0 0 0 0 _`G.`NYBTG Default- - -,-'.-,-..0.350__w-_-__-0.00 _---0.00 0 _O--- --_ .- 0 -.-0•-_-- --- -.•- _-. w_ _ _ - IW 15613-Owa1i 0.093 w 0.00 0.00 0 0 0 0 !-G.NYBTG Default_ 0350 w 000-, 0.00 0 0 0 0 _ _ _ _ 0.091 _�-_ _4.76 __0.76_------205 _.__ 205. 0 - 16&30ad- __ - .�0.032--_ 0.00 0.00 _ _ 0 0 0 0 C 166 30ad _0.032 167 s 1.49 ._._89 --- -- -`- - ---_.._ _.. ..__89 _._.�149 133 - _.--- - -- - - -- �j 18B-30w 0.034 0.00 0.00 0 0 0 0 -_C Skv_glaanq small - __ -0.350-_4 _-_•_000 __-_0.00 •__- 0_ 0 0 0 F-_-_. 19A 30bsvvp-___v,__-_�_�0.034 1.49 Y----0.27---• --62- -'_62 _' :.. 93__- 16 - - - -- -- - F __. 19A-30bs- .--_-., ----0.034____ - _OAO_ ._ 0:00_ 0 _ 0 _0 0 --- �F� 19,46CW== _.-- _0.034__ _'_,__..0.00.- _U....__. 0 -- F 20P-30w 0.035 0.00 0.00 0 0 0 0 F• 2UA 28t --=-- ---0.022___ _0.0Q ------ ---------- _ 61 q AED excursion -12 Envelope loss/gain 2539 931 12 a) Infiltration 169 13 b) Room ventilation 0 0 13 Internal gains: Oocupants@ 230 0 0 Applianoestother 341 Subtotal(lines6 to 13) 2708 1286 Less extemalload 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 2708 1286 15 Ductloads 12% 3% 326 40 Total room load 3034 1325 Air required(dm) 228 115 Calculations approved byACCA to meet all requirements of Manual J 8th Ed - wr YgF�tsoft° 2023-Jarr2013:29:19 RighFSuite®Uriversa12022 22.0.05 RSU26095 A ...ryFeldstLot 4_Wildberry_Fields Permitfing.rLp Calc=MJ8 Frort Door faces:S Page7 NEW YORK 6UILDING Right-M Worksheet Job: 3095 I"°°'°'°°' LR/Kit Wing Date: Jan 04,2023 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,WI 1764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name LRNtWing Living 2 Exposed mall 134.3 ft 57.8 It 3 Room height 12.8 ft d 16.9 It heaV000l 4 Room dimensions 24.3 x 24.3 It 5 Room area 1219.1 ft 588.1 if Ty Construction U-value Or HTM Area (M Load Area (1F) Load number (Btuh/Rz°F) (B or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 - 12FOsrv" ___7--- - -- 0.065 ...�_.. _...3.40 0.78 387'.___. .213..... -722 166- .. 218__. '1 04_._..-354 - -- 81 NYBTG Default 0.350 n 18.31 -9.99 44 0 805 439 44 0 805 439 NYBTG Default. 0.350 n 18.31 9.99 63 - 0 1510 824 22 0 403 220 NYBTG Default 0.350 n 18.31 6.99 48 0 879 336 48 0 879 336 11 -.,-L----G AYBT.G.Default._ ..-_: _ .-0.350''n- __0.00 -0.00 _---..'. 0__-__°_..0 __'--__-_-0;__ -___0._ ___Q 0 _1-0__ -,_'0. v�✓ 15B13-0%&6 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 �C NYBTG Default 0.350 n 0.00__ _0.00 0 0 0 0 0 _ 0 0 0 ---- - - W 12FOsw �---0.065.-a 340 0.78 � 290 --283 962'--� 221 �_ - 193 _ 193 _• - 657 951' NYBTG Default 0.350 a 1831 36.21 7 0 128 253 0 0 0 6 -__-..,0.600_._e__.:-._.0.00: _ 0.00 ­0 0 0 _ ..-.._ .:0 _ --.___0__.__..__m.0 ... __.0 15B13-Ovw-6 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default_Y.__---- -0.350 e --0.00 0.000 -Y- 0 - -O -- -0- ----0 - --0 ---- 0 ---0--- 0 - W 12F Osw. 0.065 s 3.40 ---0 78 450 309 1050 241 83 53 181 42 NYBTG Default 0.350 s 18.31 17.96 54 0 988 670 0 0 0 0 NYBTG Default 0.350 s 18.31 17.96 60 0 1098 1077, 30 0 546 539 _._ 11.0 _ _�__ __�__ _0.600 _s_.: 31.38.._._13:92 __.. 27.__ 27__..�__8.47_. __...,376 _,_._.:__0_______.0_ .�___ 0 A, W --- 10ii. Ov_�c 6 -__._._.---- 0.093_s-.__.__.0.00 __-0.00 0__--- _._.0__-_--__0 _ •-----0.. .___ ..._----0-- -- .A _..0 W' 12FOsw . 0.065 w 468 331 1126 258 412 275 935 215 NYBTG Default 0.350 w 18.31 36.21 84 0 .. 1538 3042 84 0 1538 3042 - _ -.NYB-T.G-Default-......_-____0.350.-w, . _-18.31 _ _3621 _-'_. 53.. __o_. _-_961 _ ._.._1901- ._ _., .53_-•-._-.-.-0_-____W._- 1901 WI � 15B13-0wa6 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 _!-G NYBTG Default _0.350 w 0.00 ___,0.00 0 _ __ _0 0 0 0 0 0 0 -. _.__.-__-. _ __ _ -_-,_ _ _. _ ._.-.y-. _ P__.- 0.00_ , -_.0.00 -0_--__. 0 C____ 16B-30ad__^__ _•___ _ l).032__- _- __0.00 _ 0.00 0 ____ _0 0 _ _0 _ 0 0 0 0 C - 16B 30ad ---- ..--_-0032__;_. _. w1.67 _._1.49.__�_ .246 -- __246 412 _ . _.367 „_4., -_�-4 _T__ �_ _ 6 18B-30w 0.034 - 1.78 0.57 969 969 1723 550 969 969 1723 550 SkV4laan.q,small,_._ 0.350_ _-_ ,___.0.00_ _ 0.00___ _..-_0___.._____0 ---..__--0,-_--_-.--0 0 _ 0 0 0 199-30bswp�__---_..__�0.034_- _ 0.00. ___.-0.00 :_.___ _0__ ---__0 _._._..- -- _ - _ -- -- _E 19A-30bswp -- - - -0.034_ �. _ 0.00_ OAO --- -0 - 0 - 0-----0 - -0 - -- --0-- - -0 0 F 19A 30csrop��_�__-�___0.0-4_____,_1.49- _027 __ ._142 _ •, 142 __212-_____ F 0w 20P-3 0.035 - 0.00 0.00 0 0 0 0 0 0 0 0 ._O.0a _.0:00 x..:__0 0.-_._.._. -0. _0- 0.. __ ._0_ -.. 0 _: :__..0. 6 c)AED ex ursion 1222 1331 Envelope loss/gain 14964 12282 8992 8852 12 a) Infiltration 1995 159 1134 90 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 6 1380 6 - 1380 Applianoes/other 7684 2500 Subtotal(lines6 to 13) 16958 21505 10126 12822 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16958 21505 10126 12822 15 Ductloads 8% 2% 1369 333 8%1 2% 8181 198 Total room load 18328 21837 10944 F13021 Airrequired(dm) 947 947 565 565 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -iid wrtghtso7°t° A Riga-Suite®Uriversal 2022 22.0.05 RSU26095 2023-Jan•2013:29:19 Pa e 8 ryFeldsV-ot 4-Wildbeny_Flelds Permitting.np Calc=MJ8 FrortDoorfaces:S g NEW YORK. I► eU1,o,eO Right-M Worksheet Job: 3095 ....' LR/Kit Wing Date: Jan 04,2023 By: Tom Baccarella New York Building.Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.00m Web:vwwv.NYBTG.com 1 Room name Dining Ktdlen 2 Exposed v%ell 21.0 ft 13.3 ft 3 Room height 9.0 ft heaU000l 9.0 ft heaUcool 4 Room dimensions 1.0 x 197.6 ft 1.0 x 249.2 ft 5 Room area 197.6 ft' 249.2 ftZ Ty Construction U-value Or HTM Area (ft2) Load Area (ftz) Load number (Btuh/ft;°F) (B or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 W 12F-Osw 0.065 n__ 3AO 0.76 169 108 368 84 0 -- -.0_. _.___.0 -0 NYBTG Default 0.350 n 18.31 9.99 0 0 0 0 0 0 0 0 NYBTG Default 0.350 n 18.31 9.99 60 0 1107 604 0 0 0 0 NYBTG Default 0.350 n 18.31 6.99 0 0 0 0 0 0 0 0 11 _ -_ ._NYBTG.Default_ ._.- -- 0.350 n --0.00 _.. 0.00 .0 - 0 0 - 0 -... 0 _0.0 -- --0 0. T-G15613-0w_6 0.093 n 0.00 0.00 0 6 0 0 0 0 0 0 NYBTG Default-- 0.350 n - -_ 0.00 0.00 0 0_ _ _0_ 0 0 _ 0 0 0 W 12FOsw - - - _0.065 ---e 3.40 --- 0.78..--. .-20 20 69 16 20 20 - - 69 16 -L NYBTG Default 0.350 a 18.31 . 36.21 _ 0 0 0 0 0 0 0 0 ,_11J0__._"__.,._...- .__v».0.600- e - 0.00, 0.00 _._..._..0. - - ..0__ _ '_.0 _0- ....._ 0 15613-0wc-6 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default - - - -0.350_..a -- 0.00 __.-0.00 0 - - 0 0 -0- -- - 0 - 0 -0 -- 0 W 12FOsw 6.065 s 3AO 0.78 0 0 0 6 99 83 282 65 NYBTG Default 0.350 s 18.31 17.96 0 0 0 0 0 0 0 0 NYBTG Default 0.350 s 18.31 17.96 .0 0 0 0 16 0 293 1287 1 -- _11JO _ _-__-----_- _ -_0.600 _s. _.__31.38 ___13.92_-._-__A_._=. __.:0__-.- 0___ _ _ -0----- .0--- -- 0 ____0.__-- ._--0. W __ 15B13 Ov 6 0 0 0 0_-------_-- ---0,093--s_. ---0.00 ----0.00 -- 0_ ______ -- ---_0 - _ --- - 0 W. 12FOsw 6.665 w 3AO 0.78 . 0 0 0 0 0 -0 _0 0 NYBTG Default 0.350 w 18.31 36.21 0- 0 0 0 0 0 0 0 NYB.T_G_D.efault_----- -_--0.350 -w-- 18.31 36.21 - .__-0 0 - 0 -- _0 -- 0 --- - 0- --- 0 - - 0. IWI - 15B13.Ov A 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 !--NYBTG Default. -______. - 0.350 w _ 0.00 0.00 _ 0_ 0 0 0 0 0 0 0 - - -- P 12C-0sw._..__.._.__.__-_ __ 0.091.- �_ _ 0.00. 0 __._. 0 C_ 16B_30ad 0.032 - - 0.00 0.00 - - - _0- 0 _ 0__ 0 0 - 0 0 0 C _-- 16630ad- - - ---_0.032- -_ __-_1.67, _1.49 -----_29.._. .. 29 -- -49 `._ 44 �- -- 30- ----30 - �_ ._51 �_ ._.45 G 186-30w 0.034 1.78 0.57 0 0 0 0 0 0 0 0 __---_ Skyglaanq,small, __- _-__ 0.350 0.00_- _ _0.00 _0_- ,_- _ 0 _0 0 0 0 0 0 _. . - _- - - F-- 19A,30lisvvp----- - - .0.034 -0:00 0.00- - - 0 '0 . .. 0 - 0 - 0 F 19A-30bswp -_ __- _ 0.034 - 0.00 _ 0.00 0 0 0 0 0--._ - 0 _ 0 -_ ____0 .19A-30 - _ _-csn'P___-__- ----,0:034 - . _..1.49.._ ;..0.27. ____0 0 _ 0. ._ .. 0. _._._.-..-0 -----0 - -- -0 F 20P-30w 0.035 - 0.00 0.00 0 0 0 6 0 0 0 0 F -- - 21A-28t- - -- -- 0.022 ---- 0.00 -0.00--- 0 - -- - - - - 0 0 0 0- - - -- - 0 6 c)AED excursion -142 -195 Emelopeloss/gain 1593 606 694 218 12 a) Infiltration 236 19 149 12 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliances(other 1400 3784 Subtotal(lines6 to 13) 1830 2025 844 4013 Lessexhemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1830 2025 844 4013 15 Dud loads 8% 2% 148 31 8% 29/6 68 62 Total room load 1977 2056 912 4076 Air required(&n) 102 89 47 177 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -F- 2023 Jan 201329:19 .�P. Riga-Suite®Universal 202222.0.O5RSU26095 Page9 ryFieldslLot 4_Wildberry_Fields Permitting.ngp Calc=MJ8 Frord Door faces:S NEW YORN OUILDING Right-M Worksheet Job: 3095 LR/KU Wing Date: Jan 04,2023 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rybtg.00m Web:www.NYBTG.com 1 Room name Pantry Entry 2 Exposed well 7.0 ft 23.3 ft 3 Room height 9.0 ft heaticool 9.0 It heat/cool 4 Room dimensions 7.0 x 6.0 ft 17.0 x 6.3 It 5 Room area 42.0 V 106.3 V Ty Constructon U-value Or HTM Area Load Area Load number (Btuhw--F) (BtuhlR2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 .. 12F-&vw 0.065 n 3.40 --`, 0.78- -,- 0-- 0 0-, --0 ----0 --- 0---- 0 NYBTG Default '0.350 n 18.31 9.99 0 0 0 0 0 0 .0 0 NYBTG Default 0.350 n 18.31 :9.99 0 0 0 , 0 0 '0 0' 0 NYBTG Default 0.350 n 18.31 6.99 0 0 0 0 0 0 0 0 11 _ =m- _NYBTQ efault _0.350..-n-- -,-,0.00 , .-_0.00 _0:._ 0 ..-- - - _0.-_- ____0_-----0-_--. __0. _0 v�✓ 15B13-0wo-6 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 _�_G,NYBTGDefault__-_-_-.__- 0.350__,n• _ 0.00_ 0.00___ 0_ __0 -_ _�,_0 0 0 0 0 0 W 12F0sw 0.065 e - 3A0 `bls -0 0 0 __0 __...__O:_..--0 ______ �.�__0 NYBTG Default 0.350 a 18.31 36.21 0 0 -0 0 0 0 -0 0 11JOd-..__..._.�_na_..___--_ __-0.600.-...e_--_-__.-0.00...-._.0.00 0,.. ..,_., 0 _.__.-_.._-0._.. 0_ -_0_._ .>._.0--_ V�J 15613-Owc6 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default ______ __--0.350_e_ - __- _-.- _ 0__ 0.__•__ 0__-_ 0 0 0 0 0 W 12F Osw 0 065 s ' 3,40 0.7 83 , 49 167 r• 38 - 163 ' 72 - 245 -56 NYBTG Default 0350 s 18.31 17.96 0 0 0 0 54 0 988 970 NYBTG Default 0.350 § _18.31 1T.96 14 0 - -256 251 0 0 0 0 _11J0___.-:__t_- _-_ -0.600__s_.__._31.38 ___13.92._ ___-__0_ L-0..... ,-_0.__. _. ...0-_______27_______.27 ..._. __-847-____37.6 W 1.5613-Ov�c.6--- _ 0.093_S__--_.0.00 0.00__._ ___..---•.- __ 1N 12F-Osw 0.065 w,, 3.40 a O,Z6 0 0 - - :0 - _O_ 56_ __56 _190 _.____._ It--� NYBTG Default 0.350- w 18.31 36.21 b 0 0 - 0 0 0 0 0 _ram-G._NYBTGDefault-__-'_ __0.350--w--__18.31 ___ 36.21-_---,-----Q -'__.0 .__0 0. --------Q----_.--=U -_--- _0�-�Q. WI � 15B13.Owo-6 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 !� NYBTG Default,_ _-_ -0.350 w__ 0.00 OAO 0 �_ 0 _ 0 0 _ _ 0 0 0 _ 0 _ 12C�Osw -0 -� C 166-30ad_ 0.032 - 0.00 0.00__- 0 0 0 ___ _-__ 0__ _____0 0 0 0 _ _-_ _ __ . - _ _ _ C- 166 30ad -- 0;032 -1.67. - - - - ---- _1,49:: .__ 40 - 40 _ .-- 67.__ �__ 60__-._106_---- ��-- =-178_____._159 G 18B-30w 0.034 1.78 0.57 0 0 0 0 0 0 0 0 C SkY4laanA,sma_II,- - ---------0.350 ._ _._.__. _0:00 ..___0.00__.__ 0 ------- 0 --.- _0 _ 0 _.-___0 _.._-_.__.-0_._._._--0 ----0__ -F_.�-- 19A_30biA0 --__._0.0.34,_-=-- -. 0.00. 0:00 .-- ---0 _..0 0 _---_0_-_---_..0 _._ 0- __-0 -- .--_---0- IF 19A-30bsM? -_.. .___-_0.034_ - 0.00 0.00_ 0....__.- .- _-_...__ 0_--_--___ 0, _. 0 _0 0 0 :F._•�_.__19A-30csVop:. _n_.._ ___�0.034. w_ .__._1.49_:. .._0.27,_ -_-____0 ..0_. . .__-0 .- _0 ......__. 106' -----106_ 159 28. F 20P-30w 0.035 - 0.00 0.00 0 0 0 0 0 0 0 0 --- - - - ...__.._V.- - - ----------- -- ------ 0.022 :�.-- _0.00. _.__0.00 _0 _ 0�- 0- = ------------- 6 c)AED excursion 47 162 En%dope losstgain 490 397 M08 1795 12 a) Infiltration 79 6 262 21 b) Room%entilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Applianoes/other 0 0 Subtotal(lines6 to 13) 569 403 2870 1816 Less external load 0 0 1 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 569 403 2870 1816 15 Duct loads 8% 2% 46 6 8% 2% 232 28 Total room load 615 409 3102 1844 Air required(cfm) 32 18 1 160 80 Calculations approved byACCAto meet all requirements of Manual J 8th.Ed. -Fie- wrigF r--3C ft- 2023-Jars-2013:29:19 Right-Suite@ Uriversal 2022 22.0.OS RSU26095 Page 10 ryFleldslot 4 Wildbeny_Fields Permitting.np Calc=MJ8 Front Door faces:S 9 NEW VOPN Right-M Worksheet Job: 3095 la uiu�oio c Date: Jan 04,2023 LR/Kit Wing By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www,NYBTG.com 1 Room name Powder 2 Fposed wall 12.0 It 3 Room height 9.0 ft heat/cool 4 Room dimensions 5.8 x 6.3 ft 5 Room area 35.9 T Ty Construction U-value Or HTM Area (ftl Load Area Load number (Btuhhf--°F) or perimeter (ft) (Btuh) or perimeter Heat I Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool ----------- - - - 6 12F-Osw 0.065 n 3AO 0.78 - 0 0 - 0 0 NYBTG Default 0.350 n 18.31 9.99 0 0 0 0 NYBTG Default 0.350 n 18.31 9.99 0 0 0 0 NYBTG Default 0.350 n 18.31 6.99 0, 0 0 0 11 __-._-. N-YRCG Default.--_ -_ 0.350 ._'n_.- - 0.00 _•--0.00----- 0 -0 0 0 151313-Ovr6 0.093 n 0.00 0.00 0 0 0 0 NYBTG Default 0.350 n 0.00 0.00 0 0 _ 0 0 - - -- - VII11-- ' 12FOsw - - ----- -� 0.065 a 3.40 - -- 0.78 -_---56-- .49 167 -.-38 �D NYBTG Default 0.350 a 18.31 36.21 7 0 128 253 ------ ...__--------0.600_:.e ._.,_0,00_ _ ._.0.00_ .:_-,-,-0. - 0_-__- , _0 .._-0 -_ �✓ 15B13-Owa6 0.093 a 0.00 0.00 0 0 0 0 `_G NYBTG Default 0.350 e _ 0.00 _ 0.00_ 0 0 0 0 W 12FOsw 0-065 -s- 3AO _ 0.78 ---52 - . 52 116 40 NYBTG Default 0.350 s 18.31 17.96 0 0 0 0 NYBTG Default 0.350 ,s 18.31 17.96 0 0 0 0 11J0____.__.�.. ... _-_. ...0.600_ s _ 31.38 :..13.92 .-----.0_ _. .. _..0-- --.__0'._ _. 0-.. .._.._._-------__.. _._ _--- -- -_ --__-._ W- -- 15B13-0vu>G--- -0.093 s- 0.00 - -0.00 0. ._.. - 0- -- -0 0 W 12F-Osw 0.665 w 3AO 0.78 0 0 0 0 - - - - -- - - �--G NYBTG Default 0.350 w 18.31 36.21 0 0 .0 0 I--G NYBTG Default_.. - 0.350 .,w 18.31. _._._36.21 _ . 0 - -0 - 0 - - - - - - - - WI 15B13-owri6 0.093 w 0.00 0.00 0 0 0 0 �--G NYBTG Default_ 0.350 w 0.00 - 0.00 0 0 0 0 P- - 12C Osw- - - ------0.09.1 _.- 0.00 --. - C 1613-30ad 0.032 0.00 0.00 0 0 0 0 - - 166 30ad_-- -- -0.032 - _1.67 1.49 36_.. - 36 60 - - G 18B-30w 0.034 - 1.78 0.57 0 0 0 0 _-�_ _,Skyplaanq,small .- ._ ___ 0.350-_- _ 0.00 ._ 0.00 _ 0 0 0 0 _19A-30bswp---_--- -- -0.034 .--- - -.0.00-----0.00 . ,_ '_ 0 0 - -0 - 0- F 19A_30bsvm _ -_ _ _ _ 0.034 - 0.00 0.00 0 0 F -- -19A 30 -- - - ---- - - 0.034 - - _ -_ --- . 1.49-- _ 0.27 - -36_-.. _36 - .. - 54-_ .- _.10 _ F 20P-30w 0.035 - 0.00 0.00 0 0 0 0 F _ 21A-28t -. - r_ -0.022 ___0.00 _ 0.00 --0 0 0 6 c)AED excursion 19 Emetopeloss/gain 585 415 12 a) Infiltration 135 11 b) Room\entilation 0 0 13 Internal gains: Ooarpants @ 230 0 0 Applianoes/other 0 Subtotal(lines6 to 13) 720 425 Less extemalload 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 720 425 15 Ductloads 8% 2% 58 7 Total room load 779 432 Air required(dm) 40 19 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrw0IMtsoTt- 2023-Jan•2013:29:19 RiACC;Kgtt-Suite@Uriversal202222.0.05RSU26095 Page11 ryFeldslLot 4_Wildberry_Felds Permitting.rnrp Calc=MA Front Door faces:S Right-M Worksheet Job: 3095 NEW YOPP lE uiY�oio y Date: Jan 04,2023 Mstr Wing By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631495-0289 Email:Tom@rybtg.com Web:www.N1BTG.com 1 Room name Mstr Wing Master Bed 2 Exposed wall 99.0 ft 59.8 It 3 Room height 10.9 It d 12.7 ft heatl000l 4 Room dimensions 24.3 x 17.8 It 5 Room area 709.9 ftz 430.4 ff Ty Construclion U-value Or HTM Area (its) Load Area (fF) Load number (Btuh/R-°F) (Btu or perimeter (ft) (Btirh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 --. 12FOsw - -- 0:066-'n- ' 3.40" - -678 ____...-309 ..198 -614-- ---165 - --309 - 198 - 614 155 NYBTG Default 0.350 ' n 0.00 0.00 , 0 0 0 0 0 -0 0 • 0 NYBTG Default 0.350 n- 18.31 9.99 -111 0 2024 1104 .111 0 2024 1104 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 .: NYBTG Default-,--,-: .--_-0.350--,n-. -0.00'---0.00 __;. - 0 -'.= 0.__.r - - VI✓ 15B13-0wG6 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 n 0.00 0.00 0 0 _ 0 0 0 0 0 _ 0 i' V--3.40 0.78-� 396 313 1062 128 '- 436 100 NYBTG Default 0.350 -e 18.31 36.21 83 0 1524 3015 32 0 577 1141 _. 11J0 _... .__.. ____-.. 0.600 --e._.. ....0.00 .-y;0.00 .0___.-_,_.0_...w_==-_0 .._.._.__0 _0 WJ 15B13-Owo•6 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 __-- NYBTG Default 0.350 e___ -- 0.00 0.00 0 0 _ _ 0 _ 0 0 __ _ 0 __ 0 ___ 0 12FOsw 0.065_ s- 3.40 078 169 149 509- _ 117- 91 y 91 308 71 NYBTG Default 0.350 s 0.00 000 0 0 0 0 0 0 0 0 NYBTG'Default 0.350 s 18.31 1796 19 0 352 346 0 0 0 0 11J0___ _..._. -.- _-0.600'._.s-...-_ .0.00__-0.00_ y_ _0.__-_.___.0-. _ :__0 -__--0_.__ __,-_0___.-_-_-_0_. ',0 _.0. W 15B13-0vr-6 0.093 s 0.00-_- 0.00 - _ 0 0 0 0 .w 12F-Osw 0.065 :w 3.40 0.78 '. 160 --- .128 '-�436- - 100 i 1160 - 128- 436 �^--100 NYBTG Default 0.350 w, 0.00 0.00 - 0 0 0 0 0 0 0 0 NYBTG.Default--•--_ _�0.350 ..w__-.._18.31- ; 36.21 -----.__.32 -__-.-_0 577 _:- _114L. _..__.32 - 0, _� 577 WI - 15B13-Owc6 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 �--G NYBTG Default 0.350 w 0.00 0.00 0 _ - 0___-__ 0 0 0 0 0 0 _ --- _ ._. - - -- P_.__- 12C 0sw _-- _.-0.091 - - --0.00_ ..._0.00 Q _- - O 0 -_._- 16B_30ad 0.032 = 0.00 __.0.00 - 0 - -0 _0 .-.... - 0 - - --0 0 0 0 C 166 30ad__ 0.032, _ 1.67 1.49-------283_-.__283 _-___ 474 423 ___ C, 18B-30w 0,034 1.78 0.57 503 503 894 285 503 503 894 285 Skyglaanq,small,-- 0.350 0.00 0.00 0_,-- - _0 ._-._ -_0,__ 0. _0_V__.__ 0 _ 0 0 19A30bsinp.�: _ �0.034 -0:0Q �.0.00 _0 _ 0 -0 _-- _` 0 -- --0 - ---0 F-- 19A-30bspyp..- -- - -0.034 - -- -1.49 0.27 223 223.-_ -333 59 - 0 --- - 0-----_0 ----0 F� 19A_30cswp.__ . .. 0.034.. 0.00 --..0.00_ .�. 0- -: - 0 -_ 0..- -- _0 - -0 -- 0- -- -0 ._... -- 0 F 2OP-30w 0.035 - 0.00 0.00 0 0 0 0 0 0 0 0 0.00_. .. 0..._. .:.._ _ 0.__' __0,u. - _.0 _ - ..0 �_.._-_- .0. 6 c)AED exarsion 0 -111 Envelope loss(gain 8857 6988 5931 3990 12 a) Infiltration 1292 103 899 72 b) Room ventilation 0 0 0 0 13 Internal gains: Ooarpants@ 230 0 0 0 0 Applianoeslother 1400 1400 Subtotal(lines6 tc 13) 10149 8491 6830 5462 Less extemal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 10149 8491 6830 5462 15 DUdloads 29% 20%1 2955 1728 29% 20% 19891 1112 Total room load 13104 10219 8819 6574 Air required(cfm) 425 425 286 273 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. -r wrightsol t AM Rigtd Suite®Urvversa12022 22.0.05 RSU26095 2023-Jan 20 Page 12 ryFelds\Lot 4_Wildberry_Fields Pennitfing.np Calc=MJ8 Frort Door faces:S g NEW YOPK Right-J®Worksheet Job: 3095 P uiY�oiNc Date: Jan 04,2023 Mstr Wing By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Master Bath WIC 2 Fposed wall 22.8 ft 16.5 ft 3 Room height 8.0 ft heat/000l 8.0 ft heat/000l 4 Room dimensions 9.8 x 13.0 It 1.0 x 152.8 ft 5 Room area 126.8 ft2 152.8 ft2 Ty Construction U-value Or HTM Area (ft-) Load Area (ft2) Load number (Bluhfil-°F) (B or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 - 12FOsw - - - -- 0A65 ---n 3.40 6.18 6- 6 - 0 - -0-- --- p-- "-----0---- -_-0 0 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 0 0 0 - 0 NYBTG Default 0.350 n 18.31 9.99 0 0 0 0 0 .0 0 0 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 .- ---. ,,NYBTG.Default______:_._.__0.350 :._n_:.__.0.00: _._0.00'..---- 0_..•___. 0 -_ :.__0 0 0:_ __-0 _._--_0. 0 151313-0vvc-6 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 _ NYBTG Default - ""_ 0.350__n __- • 0.00 _ 0.00 0 0 0 0 0 0 0 0 164 w 12FOsw 0.065 a 3.40 0.78 - 77 -262 60 _. _ 132" 107 -` 365 __ _ _� NYBTG Default 0.350 a 18:31 36.21 27 • 0 494 978 25 0 453 896 -.-_-0.600-_e_ - ._--0.00_-._ 0.00 _- -_-0- .. 0.. 0. 0 _ 0_-_._____0 _ .. _...- 0._-_-- -0 1512113-0wa6 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 __._- NYBTG Default0.350 e_ 0.00•_ 0.00 _ 0 - _ 0- ,_-- _-0 _0 _,. 0__- 0 _ 0_-. 0 w 12FOsw 0.065 s 3.40 0.76 76 59 206 46 6 6 -- 6_ -0 NYBTG Default 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default .0.350 s 18.31 17.96 19 0 352. 346 0 '0 0 0 __.-Z-0.600 __s__ 0.00.,-._-_0.00 - __0___ __ .,0_--.-_--.._0'__.-_-._0 __- ___0 W---__ 15B-. Owc6__._.-_-_ -_--.-- 0,093 _s --- -_---_- __. . 0._ _-. _0 ___ 0 0- - 0 0- - 0 0 W. -12FOsw - 0.065 w "3.40 0.78 0- 0 0 0 0 0 0 0- NYBTG Default• 0.350 w 0.00 0.06 0 0 0 0 0 0 0 0 _ NYBT.GRefault___--_-___-- 0.350_w_ 18,31. __.36,21, w -.-_ 0 __0 .0 0 ___:0 _.____ .:0-_._--- _0._:_-: _ _-0. WI - 15B13-0wc-6 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 L--G NYBTG Default-._----_ ^- 0.350 _w 0.00 0.00 0 0 ---- _--_0" - - --.- __.... _0. _-,--- 0._._.-_.. 0---__-----0 ------0.091 - ----0.00 - 0.00_. - ---0 - -0 0 ----0 - O - --- ---- -- 0 C• - .166-30ad_----- - -- OA32.-- - - 0.00 0.00 0 0 - 0 - 0 0 0 0 0 G 16B 30ad -0.032.-__ ._,.1.67 __...1.49 -------127 ._- -127 . _._212 _-__--_189-_ _- 153 t 153 ___- 256 _.228 18B-30w 0.034 - 1.78 0.57 0 0 0 0 0 0 0 0 _-_ Sky glaanq,small,-,.-_ ry__0.350 0.00 0.00 0 0 0 0_ 0 0 0 0 9A 1 -30bswp _ _ 0.034 _ _ _ .. -_ F_--- 19A_-30bsw_P_----- --- -0.034 ---- ---1 49 -- 0.27 ____.127 - --- -127 189 _ 34.._ - - 96-------96--- "---143, _----.-26 F --- - - - 0.00.'___0.00 - __0----- - ,- _- F 20P-30w 0.035 - 0.00 0.00 0 0 0 0 0 0 0 0 0.022 r 0.00, -_-0.00 - ---.-_0.. ._._ -0._- ..,-. 0 _.. s0.., _O ._0 0 - - 0 6 c)AED excursion -33 145 Envelope loss/gain 1709 1619 1217 1378 12 a) Infiltration 228 18 165 13 b) Room ventilation 0 0 1 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianoes/other 0 0 Subtotal(lines 6 to 13) 1937 1637 1382 1391 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1937 1637 1382 1391 15 Ductloads 29% 20% 564 333 29% 20% 402 283 Total room load I i 2501 1970 1784 1675 Air required(dm) 81 82 58 70 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -r- wrigFrtsoTt^ I 2023-Jan-2013:29:19 Right-SuiteOUniversal2022 22.0.05 RSU26095 Page 13 ryFeldstLot 4_Wildberry_Flelds Perrritting.ngr Calc=MJ8 FrontDoorfaces:S Right-M Worksheet Job: ' 3095 \ NEW YORNIR UI;DING V Date: Jan 04,2023 Second By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 SUte B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rtybtg.com Web:www.NYBTG.com 1 Room name Second Bed 3 2 Exposedwall 136.0 it 36.0 ft 3 Room height 8.7 It d 8.0 It heaV000l 4 Room dimensions 1.0 x 273.9 It 5 Room area 911.3 ft2 273.9 ftz Ty Construction U-value Or HTM Area ffl Load Area (ftl Load number (Btuhtff--°F) (B or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6VY _. 12F-0sv 0.066 `n.. 3.46 �0.78 _ -321 267 909 a 209 0 NYBTG Default 0.350 n 0.00 0.00 0- 0 0 0 0 0 0 0 GG NYBTG Default. 0.350 n 18.31 9.99 54 0 988 •539 0 0 0 0 NYBTG Default 0.350 n - 0.00 0.00 0 0 0 0 0 0 0 •0 11 - --- .-NY.BTGDefault_--___' -._0.350._-n_.__-_0.00 _ '-0.00 .0 15B13-Owc6 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 _ NYBTG Default__-__--______ 0.350 n-. 0.00 0.00 0 0 0 _ 0 0 0 0 0 IN -- 12F-Osw D 065 e. 3.40 0.78 222 222 756 173 0 _ II-�- NYBTG Default 0350 a 0.00 0.00 0 0 0 0 0 D 0 0 11J0.>_._ __-_-_.-_.. .___.-__0600_._e- .__0.00.-._ 0.00.__ .,.._0 ._,_>.___0-. -_. 0 .__ _.0. . - ___.. 0 _.._. ..A .._._._0 ___ ° ._.:0 V�J 15B13-Ow -6 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 ' "G-NYBTG Default_-_�- _--0_350 _ e_-_-- 0.00_ -_ 0.00 _ _• - 0 0_ __. 0 - -.0- 0 _ _ 0__ __ 0 _ 0 W 12F-Osw- 0.065 -s 3.40 0.18 •437 372 1264 290 ' 116-` 78 '263' 60' NYBTG Default 0.350 s: 0.00 0.00 0 0 6 0 0 0 0 0 NYBTG Default 0.350 s 18.31 17.96 66 0 1199 1176 39 0 705 691 „_; - 0.600 -s-._,,_0.00.:.-.__.0.00 .._"._-.0 ---_.--_0_-_.___ -0_-__--.-.0__._..__.-0 _------•__0__-- 0 w 0 _w­_1-15613;Ov�o 6 ---.---- _ 0.093 s ._'__-0.00 __._...0.00 .-- ._ 0 - _ -0.----_---_0_.- -. __ __0 _ 0 0 _ 0 0 1N 12F Osnr 0.065 w 3AO' .,ON 366 -335 ' 1137 261 172 NYBTG Default 0,350 w 0.00 0.00 0 0 0 0 0 0 0 0 .,NYBTG.Default_-, __-,_0.350_.w,- 18.31- 36'.21 _, -32-_--- --__0__._ 577 ---_. ---•-1141 -.--_---32 _ ._.. 0 ..__._._577.;«--_1141, W 151313-0wc6 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 _ NYBTG Default 0.350 w- - 0_00 - -0.00 0 0 - _ 0 __ _ _ 0 0 0 0 _ 0 --_0.091 :0.00: ___0.00,__.. :. :0 P_ ._,. 0 -:-- -._ -_0 0.._:__- _._moo C •1613-30ad- 0.032 _-. 0.00 0.00 _0 _ __0 __ _.- 0 0_ W 0 0 _ 0 __ 0 - -- - - - _0.032-_____ _._1.67 1.49 195-. __-795-- _..1331 _1188 _- __-274 ' __ 27.4_;Y 458. _ -409 G 18B-30w 0.034 - 1.78 0.57 148 126 225 72 0 0 0 0 I-G_ Skyglaanq small,_---_ - 0.350 18.31 75.44 22 0 399 1643 0 0 0 0 19A 3obswp _ ---.--0.034 -__ 0.00 000 - -- :_ 0___. _ . _0 _ . _0 -.-- -0 ---__0_--_- _..0 . :_ 0 F 19A 30bswp--_ _.--0:034 ._._ _1.49-- ._0.27 ._. _ 317 317 473 _84 ._ .._271 _271 405 72 - _. Fes_ 19A-30cswp._. ___� _ n0.034----:_ 0.00_ _... 0.00._ .- _.0-__ 0, Y .__ F 20P-30w 0.035 - 0.00 0.00 0 0 0 0 0 0 0 0 ---- -_ .. 1 38t:.___-_-_-.-------'::0.022 r _--0.00_.__.0,00_,,--_ •--__0 :-__- D _ 0 _ .-._ _0 0 _:-____0.:,- _ _0. 6 c)AEDexarsion 175 195 Ernelope losslgain 9256 6951 2885 2679 12 a) Infiltration 1684 134 360 29 b) Room\,entilation 0 0 0 0 13 Internal gains: Oooupants@ 230 0 0 0 0 Applianosrother 2941 1050 Subtotal(lines6 to 13) 10941 10026 3246 3758 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 10941 10026 3246 3758 15 Ductloads 54% 33% 5864 3350 54% 33% 1739 1255 Total room load 16804 13 4985 5013 376 Airrequired(dm) 913 376 271 342 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. wrigtitsott C ..... 2023-Jan-20 g 1 �� Riht S gute®Uriversal 2022 22.0.05 RSU26095 Page e a 14 ryFields\Lot-4-Wildberry_Fields Pennittirg.rup Calc=MJ8 FrontDoorfaoes:S g NEW PORK Right-M Worksheet Job: 3095 B UIIDING Second Date: Jan 04,2023 New York Building Technology Group By: Tom Baccarella 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Bath 3 Hallwey 2 Exposed well O ft O ft 3 Room height 8.0 It heatI000l 13.8 It heat/cool 4 Room dimensions 8.8 x 5.3 ft 14.5 x 8.0 ft 5 Room area 45.9 it' 116.0 ftx Ty Construction U-value Or HTM Area (ft) Load Area (ft� Load number (BtuhflUL-F) (Btuh/IF) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 0.065 n 3.40 0.78 0 0 0 0 83 - 83 262 - 65 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 n 18.31 9.99 0 0 0 0 0 0 0 0 NYBTG Default 0.350 ' n 0.00 0 06 D. 0 0 1.0 •' 0 0 0 0 11 - -.NYBTG Default--_' .._. --.--0.350-_n._. ___0.00 :-.0.00----- _0 = :.:.___0 0 . --0 --0..;. _0 11��/l 15613-0wa& 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 �_ G.NYBTG Default 0:350-_n_-_.__ 0,00_ _0.00 - _ 0 0 0 . 0 0 0 0 0 WI 12F-0sw 6.065 a a40 0:76 0 0-- 0 0 - 92 92 - -'313 _ - 72 1--c� NYBTG Default 0.350 a 0.00 0.00 0 0 0` • 0 0 0 0 0 __.__ 11J0____ 0.600._.e. ._..._0.00 0.00 __. -0 _----0, -- •-----t) _0 _0 T 15613-Qwc-6 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 �G_ _NYBTG Default_ 0.350 e . 0.00 _ 0.00 ___ 0_ __0_ 0 0 0 _ 0 0 W 12FOsw --- 0.065 s 3.40 0.78 ,. 0 ;. 0 0 '0- 83_ ___.._ 83 - 283 - ,-Y 65 NYBTG Default 0.350= s 0.00 0.00 0 0 .0 0 0 0 0 `0 t--GNYBTG Default 0.350 s 18.31 17.96 0 0 0 0 0 0 0. --0.600--_S . .._ 0.00. -------0.00 -__0 ___ __0 - - 0 W ._0 0_15B1a0m)�i 0.093 s - 0.00 0.00 0_ ._ 0 0____ 0 0 0 0 0 W 12F-Osni _" - 0.065+w 3'-AO- 0:78 �.._ 0 -;0 _. 0 __.0_...._ .,-.0 --- -•- -0 _. 0._.__.-:. 0 NYBTG Default 0.350 w 0.00. 0.00 0 0 0 0 0 0 0 0 ;NYBTG Default __----. _0.350__w . _:1ti:31_ '_36,21__.__ _.0--, __-0_._..._ .._0_.'- _.'.__0 _0 . _. : 0 _ --_ ..0_ . _. 0 WII -- 15613-W�6 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 _L-G NYBTG Default_. ---_--__0.350 _w- __- 0.00 -- _0.00__r. 0 .w -_-•_0 -_. 0_-._ _._0 _ ...___0 _._____0 0 0 _-__0.091--_._. 0.00 _0:00 ._ _ 0..___ Q _.-.'0----__-,--0 ..__ 0_ =-:0 - ._„ 0.,:--_-.-__0 C_ 16B-30ad _ w _ 0.032 _- _w 0.00 _ _._0.00._ -_0 0 0 0 0 0 0 _ 0 C_ 16Br30ad- ;_V _ _0.032 .-,_ 1.67 _1.49 - ----- -_ -.._-46 _._.__ 7, .._. _69 - ._ o - _0 C. 18B-30w 0.034 - 1.78 0.57 0 0 0 0 148 126 225 72 L---.G Skyglaanq,small,_____-_ 0_350 _--- . _ 18.31 -- 75.44 ---..- .. 0_..._..__-0 0---_- --0.------22,------0 3.99 1643 F 19A 30bsnp.��_- - 0.034___ _ -0. --�.0 - - -- - _'0 _ _ 0. __ 0.00_ .0.00 _0 0 _- ._- 0 F_.__� 19A,30t�srop _, __ .._..._.-._0.034 - 1A9 0.27 _ . 46 46 -_._ _.69 _.1? .___.- __ ;--_..0 0 0 .F--?-19A_30 _ - - _-- cswp.;` v_-0.034-__- -L O:OQ __.__0.000 _-,. 0_._...-'.__0 _ ---0 _-- --_-_0__.___. 0_. _00 __.-__ F 20P-30w 0.035 - 0.00 0.00 0 0 0 0 0 0 0 _ 0 -0.00 .._..__.._ ,0 _----0 6 c)AED excursion -2 -35 1 Envelope loss/gain 145 78 1503 1882 12 a) Infiltration 0 0 324 26 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 `Appliances/other 0 0 Subtotal(lines 6 to 13) 145 78 1826 1908 Less eAemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 145 78 1826 1908 15 Ductloads 54% 33% 78 26 54% 33% 979 637 Total room load 223 105 2805 2545 Air required(ch) 12 7 152 174 a Calculations approved byACCA to meet all requirements of Manual J 8th Ed RigttSuite®Universal 202222.0.05RSU26095 2023-Jan•2013:29:19 Page15 ryFelds\Lot 4_Wildberry_Fields Permitting.rup Calc=MJ8 FrontDoorfaces:S NEW YOPK Right-M Worksheet Job: 3095 IBUI;DiN� Second Date: Jan 04,2023 By: Tom Baccarella New York Building Technology Group 159 Rt 25A BUlding 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name LaundryHall Bath 2 2 Exposed wall 25.5 ft 28.8 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/000l 4 Room dimensions 12.8 x 8.0 ft 1.0 x 111.0 ft 5 Room area 102.0 ft2 111.0 ft Ty Construction U-value Or HTM Area (fn Load Area (M Load number (Btuh/fF-°F) (B or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool -- 6 12FOsw.___ - ----- __-_--0.065-__6_. ---3.40 _._b.78. _;"_.102- -;---71 _� _240 r-- --55--- --_, 0 _._..._--0___._.._-6-_---�- - -0 NYBTG Default 0.350 n 0.00 '.0.00 0 _ 0 0 0 0 0 0 0 NYBTG Default .0.350 n 18.31, 9.99 32 0 577 315 0 • 0 0 0 NYBTG Default 0.350 'n 0.00 0,00 0 0 0 0 0 0 0 0 11 - . . .NYBT.G Default._._.... -:-0.350 , .n. - _._O.OQ ----0.00.- - --0 -- -0 - - 0 - -0 - -- 0- - -- 0 - - -Q yyJJ 15613-Owa6 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 G _NYBTG Default__- _ 0,350_-_n_ .,_ 0.00 __, 0,00_ _ 0 0 0 0 0 0 0 0 W 12FOsw 0.065 a 3AO 0.78 0 - _ 0 -__ 0 __..._-_-0_ 64._.-----._ 64- -.218 50 NYBTG Default 0.350 .,e -0.00 0.00 0 - 0 0 0 0 0 0 0 -..___0.600, e -.. _..0.00.._-... 0.00.. _-0 _ -0 _ 0 ...._0 U�J 15B13-Owa6 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 `-G NYBTG Default. _,___.._-. 0.350- _e 0.00,_._.-_0,00__ -__ __ W 12FOsv, 0.065 s. 340 078 102 102 347 - 80 122 95 _ ' 323 74, NYBTG Default 0.350 s 0.00 0 00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 s 18.31 17.96 _0 0 .0 0 27 0 494 485 .11Jo.__-_. - �0.600 _s_..__._0.00-.---0.00 0 __.. ,_..0_. ....._ 0_---____0 W 15B13 OwaS ___ 0.093__s__._ _0.00 __ 0_00_ -0-- _0. -0 -0 - __0__._.._... - - -0-- -- 0 WI - �12F-0sw - -0.065 w 3.40 0.78 0 0 0 0 44 44 150 34 I--c� NYBTG Default 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 _-_..NYBTG.Default- _-0.350 : w- 18.31:_ _.36.21 `..0 - _r_ 0 0 .- 0 .-.:.. _ .0 0': 0 . _Q WI 15B13-Owcf 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 �--G NYBTG Default_ _ __ 0.350 w _ 0.00 0.00 0 _. 0 0 0 0 0 0 0 __ . ,__ 12C_osw. .00 .._- _0.00 0 -0 '--- -0. _.. ....0.. 0 _ 0 _0 _0. C 1613-30ad 0.032 __ _0.00 0 00 _- _ 0 0 0 0 0_ _ 0 0 0 C_ _16B-30ad ___.__. _ - - - -- -- - - - - - �'_ 'w: 0.032 __, ___1.67 _ _1.49. _;-102_ _ 102_e.-_171_:___ 152 111 111 _186 _16$ �j 18B-3ow 0.034 - 1.78 0.57 0 0 0 0 0 0 0 0 !--G- SkV4laanq small,____, _-.-0_350._. . . 18.31 ..v75.44.----�--0_ --- ---_0.._. 0 0 0 0 0 0 F_ 19'40bswp-��__:_ ,__0.034 _:__0.00,_--_-0:00 _.___.__0- -- _..-_ 0 - _ _ 0. _. 0 0_ _ _ 0.- --- .0IF 19A 30bsmp_ 0.034 1 A9 0.27 0 _0 ._. _ 0 _ 0 _. 0 .._ 0 0 0 F -119 30 _ _ __ ._ cswp� _.______ 0:034 .-.__ ,__0.00 0,00 _-_ '0 --___ 0 _.. 0'_ . ._ _0 ----,0 -_--__0_. _<._.�..0 -------0 F 20P-30w 0.035 0.00 0.00 0 0 0 0 0 _ 0 0 0 -- - ---- - --- - __.-0 -p0 O.00 6. c)AED excursion -42 116 Envelope loss/gain 1334 559 1370 925 12 a) Infiltration 255 20 288 23 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Appliances/other 841 0 Subtotal(lines 6 to 13) 1589 1420 1658 948 Less exrlemal load 0 0 0 0 Lesstransrer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1589 1420 1658 948 15 Ductloads 54% 33%1 852 475 54% 33% 888 317 Total room load 2440 1895 2546 1265 Air required(cm) 133 129 138 86 Calculations approved byACCAto meet all requirements of Manual J 8th Ed -r�- wrigMtsoftm Right SUte®Urrversal 2022 22.0.05 RSU26095 2023-Jan-2013:29:19 ryFelds'Lot 4 Wildberry_Fields Permittirg.rup Calc=MJ8 FrortDoorfaces:S Page16 New cone*jm�'.�!.mRight-J®Worksheet Job: 3095 Second Date: Jan 04,2023 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name Bed 2 Exposed wall 45.8 ft 3 Room height 8.0 It heat/000l 4 Room dimensions 1.0 x 262.4 it 5 Room area 262A ft' Ty Construction U-value Or HTM Area Load number (Btuh/fVF) (Btuh/W) or perimeter (ft) (Btuh) or s Load perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool -- - - - - 6 W 12Fosw - _- -- -'0.065-"n- "- 3.40 0.78' 136 -114 386 89 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 NYBTG Default 0.350 n 18.31 9.99 23 0 412 225 NYBTG Default 0.350 n 0.00 0.00 0 0 0 0 11 _-__ NYBTG-Default _ _ _-. -_0.350 _n-,_ --.0.00 0.00_ 0-- 0 0 _ _- 0 V1J 15B13-0wa6 0.093 n 0.00 0.00 0 0 0 0 I-_G_VV NYBTG Default-, __- -- 0.350 n- 0.00 0.00 0 0 0 0 12F-0ssw 0.065 e �3.40 0.78 66 - - 66 - 224 51 - - NYBTG Default 0.350 a 0.00 0.00 0 0 0 0 e . . --.0.00 _ - 0.00 0 - 0 151313-Ova,-6 0.093 a 0.00 0.00 0 0 0 0 NYBTG Default _ _ 0.350 -_e_ _ _w _0.00. 0.00 _ _ _ 0__ 0 0 __ -- -0 - - - 12F Osw - 0.065 s�- 3.40 -0.78 - - 14 - 14 48 11 NYBTG Default 0.350 s 0.00 0.00 0 0 0 0 NYBTG Default 0.350 s 18.31 17.96 0 0 0 0 ----- - 11J0__ _--.L ------ - --_-__0.600 __s_ ..__.0.00-----0.00 _. _._.:_.0 0... ..0 0 W_ 15B13-0v*6__-_ _ _0.093 s _ __ __0.00 ____ 0.0 -_-- __-.-0 _- - 0 0 .. 0 - -- - -I=w 12F Osw 0.065 w 3AO 0.78 150 150 510 117 NYBTG Default 0.350 w 0.00 0.00 0 0 0 0 NYBTG-Default.- --__ _..__-0.350..-w_ _. -18.31. - -36.21 ---`-_----0 . _. .. -0 ..._ 0 W 15B13-OwA 0.093 w 0.00 0.00 0 0 0 0: L-G NYBTG Default 0.350 w 0.00 0.00 0 _ 0 0 0 - -0­ - _00 . .._..... 0.... 0 - - - -0 - - - - -- C_ 166-30ad 0.032 0:00 - 0.00 _ 0 0 0 0 C - - 16B 30ad____ 0.032 _.1.67 _1.49 __262 -. . ..-262-_ ___439 __ 392.-_ 186-30w 0.034 1.78 0.57 0 0 0 0 Skyglaanq,small,•- 0.350.. - _ _-18.31 ._-- 75.44 _ 0 ___ 0 0 0 -..0.034...__..- .... .. 0.00 ..- -0.00 - ------0 -0 F___. 19A30bswp__. __0.034 .-.- - - 1.49 -_-0.27 0 0 0 _0 -19A 30 - -__---. _ _ _0.034 _ - _ 0.00 -. 0.00 - - -- F 20P-30w 0.035 - 0.00 0.00 0 0 0 0 F •------.0,022 :.-._ 0.00, . --0.00 _ ----- 0 6 c)AED erm,,n -57 En%elope loss/gain 2019 828 12 a) Infiltration 458 36 b) Room%entilation 0 0 13 Internal gains: Occupants @ 230 0 0 Applianoestother 1050 Subtotal(lines 6 to 13) 2476 1914 Lessextemalload 0 0 Lesstransfer 0 0 Redistribution 0 0 14 Subtotal 2476 1914 15 Ductloads 54% 33% 1327 639 Total room load 3804 2553 Air required(dm) 1 1 207 174 Calculations approved byACCA to meet all requirements of Manual J 8th Ed -� wrightsoTtm 2023-Jan-2013:29:19 AeUk Right SuiteO Universal 2022 22.0.05 RSU26095 ryFietds\Lot 4_Wildberry_Fields_Permit6ng.n¢r Calc=MJ8 Front Door faces:S Page17 N First Floor 100 dm 100 dry 80 dm 60cftT Bed 4 80 dm Den 113dm 113dm 113cn 102dm 9dm 297 ;74 dm 8" 0" Dining 947 dm g 7" 7" Hall Bath4 Living Kitchen � 18xa 88 do I kn 88 dm Pantry x 8 7" \ 24x8 7 g" dm ry PoHde Garage dm dm Job#: 3095 New York Building Technology Group Scale:1 :136 Performed by Tom Baccarella for: Page 1 Lot 4 Wildberry Fields-Southold,NY 159 Rt 25A Building 1 Suite B RightSuiteO Universal 2022 56 South Oxford Street Miller Place,NY 11764 22.0.05 RSU26095 Brooklyn,NY 11217 Phone:631-495-0289 2023-Jan-2013:29:30 Phone:(212)620-0044 www.NYBTG.com Tom@nybtg.com .•._Wildberry_Fields_Permitting.rup andrew@cityarchitect.com N Level Master Bed 103 kd 2 103 chn 345drn Laundry Hall 303Ch Hallway 0" 133dm 4 2, WIC . 4x10 10 1 "tOx10 70 dm IL x10 9 dm Bath 2 12 ClI^ B t 3 ii3lft Bed 3 171 dm 82 dm Master Bath 171 dm Job#: 3095 New York Building Technology Group Scale:1 :136 Performed by Tom Baccarella for: Page 2 Lot 4 Wildberry Fields-Southold,NY 159 Rt 25A Building 1 Suite B Right-Suite@ Universal 2022 56 South Oxford Street Miller Place,NY 11764 22.0.05 RSU26095 Brooklyn,NY 11217 Phone:631-495-0289 2023-Jan-2013:29:30 Phone:(212)620-0044 www.NYBTG.com Tom@nybtg.com ..._Wildberry_Fields Permitting.rup andrew@cityarchitect.com N ,4e, -;PIK i Basement Bed 5 oHloe 63 dm 163drn. 76 dm 76 84 dm WHOStairs x 696 Unfln Playroom 1dm 6 dm Storage Bath 5tdm x 74dm 84dm Laundry Job#: 3095 New York Building Technology Group Scale:1 :136 Performed by Tom Baccarella for: Page 3 Lot 4 Wildberry Fields-Southold,NY 159 Rt 25A Building 1 Suite B RightSuite@ Universal 2022 56 South Oxford Street Miller Place,NY 11764 22.0.05 RSU26095 Brooklyn,NY 11217 Phone:631-495-0289 2023,Jan 2013:29:30 Phone:(212)620-0044 www.NYBTG.com Tom@nybtg.com •••_Wildberry_Fields_Permitting.rup andrew@cityarchitect.com Duct System Summary Job: 3095 NEW YORK IeUi LDIN Date: Jan 04,2023 aoo . Basement By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,Wl 1764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.lVBTG.com Project • • For: Lot 4 Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56'South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitect.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.31 in H2O 0.31 in H2O Available static pressure 0.19 in H2O 0.19 in H2O Supply/return available pressure 0.143/0.047 in H2O 0.143/0.047 in H2O Lowest friction rate 0.055 in/100ft 0.055 in/100ft Actual airflow 600 cfm 600 cfm Total effective length(TEL) 348 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) MM) FIR (in) (in) Mat Ln(ft) Ln(ft) Trunk Baths h 960 41 23 0.055 6.0 Ox0 VIFx 41.5 220.0 st10B Bed 5 c 1174 37 63 0.068 6.0 Ox 0 VI Fx 41.5 170.0 st10 Bed 5-A c 1174 37 63 0.067 6.0 Ox 0 VI Fx 34.3 180.0 st10 Hall/Stairs h 1629 69 37 0.067 6.0 Ox0 VIFx 24.8 190.0 st10 Hall/Stairs-A h 1629 69 37 0.062 6.0 Ox0 VIFx 40.5 190.0 st10A Laundry c 1375 29 74 0.064 6.0 Ox 0 VIFx 22.5 200.0 st10 Office c 1411 33 76 0.058 6.0 Ox0 VIFx 47.0 200.0 st10A Office-A c 1411 33 76 0.060 6.0 Ox 0' VIFx 52.3 185.0 st10B Urtin Playroom h 1996 84 51 0.072 6.0 Ox 0 VI Fx 19.3 180.0 st9 UnfinPlayroom•A h 1996 84 51 0.066 6.0 Ox0 VIFx 47.5 170.0 st9 UnfinPlayroornn•B h 1996 84 51 1 0.067 6.0 Ox0 VIFx 42.3 170.0 st9 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfrn) (cfm) FIR (fpm) (in) (in) Material Trunk st9 PeakAVF 253 152 0.066 455 9.0 8 x 10 ShtMetl st8 st10 PeakAVF 347 448 0.055 576 11.5 8 x 14 ShtMetl st8 st8 PeakAVF 600 600 0.055 600 12.8 8 x- 18 ShtMetl st10B PeakAVF 73 98 0.055 221 6.5 8 x 8 ShtMetl st10A st10A PeakAVF 175 211 0.055 475 8.7 8 x 8 ShtMetl st10 wrightsoft" 2023-Jan•2013:29:21 •w••�•t*••,�-„�•wm Right-Suite®Universal202222.0.05RSU26095ACCA Pagel ryFields\Lot 4_Wildberry_Fields Permitting.rup Calc=MJ8 Front Door faces:S Return Branch Detail Table 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 0 600 600 86.0 0.055 600 12.8 8x 18 ShMt WPightSOft" 2023-Jart-2013:29:21 AM,I*I ,b11,WJ,—,.,n , Rigtt-Sdte®Udversa1202222.0.05RSU26095 Paget ryReldslLot 4_Wildberry_Felds Permitflng.rup CaIc=MJ8 FrortDoorfaces:S Duct System Summary Job: 3095 NEW YORK BUILDING Date: Jan 04,2023 �a:o.^°`°°' First BR wing By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 Sote B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com Project • • For: Lot 4 Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitectcom Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.29 in H2O 0.29 in H2O Available static pressure 0.21 in H2O 0.21 in H2O Supply/return available pressure 0.117/0.093 in H2O 0.117/0.093 in H2O Lowest friction rate 0.054 in/100ft 0.054 in/100ft Actual airflow 600 cfm 600 cfm Total effective length(TEL) 393 ft SupplyBranch Detail Table Design Ht`q Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat Ln(ft) Ln(ft) Trunk Bath h 876 66 44 0.054 6.0 Ox 0 MtFx 50.8 165.0 st513 Bed 4 c 921 58 80 0.056 6.0 Ox 0 MtFx 52.5 155.0 st5A Bed 4-A c 921 58 80 0.058 6.0 Ox 0 MtFx 58.3 145.0 st5A Bed 4-B c 921 58 80 0.054 6.0 Ox 0 MtFx 53.8 165.0 st5B Den c 1155 65 100 0.067 6.0 Ox 0 MtFx 40.8 135.0 st5 Den-A c 1155 65 100 0.068 6.0 Ox 0 MtFx 46.3 125.0 st5 Hall h 1517 114 58 0.068 7.0 Ox 0 MtFx 17.8 155.0 st5 Hall-A h 1517 114 58 0.066 7.0 Ox 0 MtFx 32.3 145.0 st5 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st5 PeakAVF 600 600 0.054 600 12.9 8 x 18 ShtMeti st5B PeakAVF 124 124 0.054 280 7.2 8 x 8 ShtMetl st5A st5A PeakAVF 241 284 0.054 511 9.8 8 x 10 ShtMetl st5 wrightSoft® 2023-Jan-2013:2921 R M?u4•/°,b1i.v NUM1 wa,CumPoM Riga-Sote®Uriversa1202222.0.05RSU26095 Page3 XCK ryFields\Lot 4_Wildberry_Fields Permitting.nip Calc=MJ8 FrortDcorfaces:S Return Branch Detail Table 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 rb1 Ox 0 297 261 173.8 0.054 544 10.0 Ox 0 ShMt rt3A rb4 Ox 0 303 339 169.3 0.055 431 12.0 Ox 0 ShMt rt3 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (chn) FR (fpm) (in) (in) Material Trunk rt3 PeakAVF 600 600 0.054 600 12.9 8 x 18 ShtMet! rt3A PeakAVF 297 261 0.054 445 9.9 8 x 12 ShtMetl rt3 - wrightsoft" 2023-Jarr2013:29:21 aMn••/n.,tnr,•ww•.%wmwm Right SUte®Urdversal 2022 22.0.05 RSU26095 ryFieldsU-ot_4_Wildberry_Fields Perrritting.rup Calc=MJ8 FrortDoorfaces:S Page Duct System Summary Job: 3095 NEW YORK IBUI DING Date: Jan 04,2023 ° LRAUt Wing By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.com Web:www.NYBTG.com Project • • For: Lot 4 Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitect.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.31 in H2O 0.31 in H2O Available static pressure 0.19 in H2O 0.19 in H2O Supply/return available pressure 0.133/0.057 in H2O 0.133/0.057 in H2O Lowest friction rate 0.069 in/100ft 0.069 in/100ft Actual airflow 947 cfm 947 cfm Total effective length(TEL) 275 ft • • Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Mat Ln(ft) Ln(ft) Trunk Dining h 1977 102 89 0.074 6.0 Ox 0 MtFx 29.3 150.0 st2 End' h 1551 80 40 0.097 6.0 Ox 0 MtFx 33.0 105.0 st2 Entry-A h 1551 80 40 0.087 6.0 Ox 0 MtFx 27.5 125.0 st2 Kitchen c 2038 24 88 0.087 6.0 Ox 0 MtFx 3.8 150.0 st2 Kitchen-A c 2038 24 88 0.086 6.0 Ox 0 MtFx 15.3 140.0 st2 Living h 2189 113 113 0.081 7.0 Ox 0 MtFx 44.5 120.0 st2B Living-A h 2189 113 113 0.072 7.0 Ox 0 MtFx 58.8 125.0 st2A Living-B h 2189 113 113 0.086 7.0 Ox 0 MtFx 39.5 115.0 st2 Living-C h 2189 113 113 0.076 7.0 Ox 0 MtFx 39.8 135.0 st2A Living-D h 2189 113 113 0.069 7.0 Ox 0 MtFx 47.8 145.0 st2A Pa" h 615 32 18 0.159 6.0 Ox 0 MtFx 4.0 80.0 Powder h 779 40 19 0.087 1 6.0 Ox 0 1 MtFx 1 18.5 135.0 st2 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st2 PeakAVF 915 929 0.069 697 14.4 8 x 24 ShtMetl st2A PeakAVF 452 452 0.069 582 11.0 8 x 14 ShtMetl st2 st2B PeakAVF 113 113 0.081 254 6.4 8 x 8 ShtMetl st2A - wrightsoW 2023-Jan-2013:29:21 nMrt••/°••t ni,ewm<. �mwro Right-SUte®Uriversa1202222.0.05RSU26095 Page 5 ryFields\Lot 4_Wildberry_Fields Permitting.rup Calc=MJ8 Frond Door faces:S Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (c(m) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb6 Ox 0 947 947 82.3 0.069 678 16.0 Ox 0 ShMt 1 WPightsoft- 2023-Jan•2013:2921 nMrto•u n„o ww..r�•woy Rigtt-Sate®Universal 202222.0.05 RSU26095 Page ACCK ryFieldsM-ot 4_Wildberry_Fields Permitting.nip Calc=MA Frort Door faces:S Duct System Summary Job: 3095 NEW YORK BUILDING Date: Jan 04,2023 �� «a Mstr Wing By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Erriail:Tom@rrybtg.comVVeb:vmw.NYBTG.com Project Information For: Lot 4 Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitect.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.31 in H2O 0.31 in H2O Available static pressure 0.19 in H2O 0.19 in H2O Supply/return available pressure 0.114/0.076 in H2O 0.114/0.076 in H2O Lowest friction rate 0.090 in/100ft 0.090 in/100ft Actual airflow 425 cfm 425 cfm Total effective length(TEL) 212 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk Master Bath c 1970 81 82 0.120 6.0 Ox 0 VI Fx 15.3 80.0 Master Bed h 4409 143 137 0.090 8.0 Ox 0 VIFx 22.0 105.0 st4 Master Bed-A h 4409 143 137 0.096 8.0 Ox 0 M Fx 14.3 105.0 st4 wlc I C 1675 58 70 1 0.094 1 6.0 Ox 0 1 VIFx 1 6.3 1 115.0 1 st4 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st4 PeakAVF 344 343 0.090 495 9.4 10 x 10 ShtMetl Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Mat Trunk rb5 Ox 0 425 425 84.8 0.090 541 12.0 Ox 0 MFx Bold/rtalic values have been manually overridden -�- wrightsoft- 2023-Jan•201329:21 • ••��*•« «��,•am RigaSuite®Uriversal202222.0.05RSU26095 Page XCK ryFieldslLot 4_Wildberry_Fields Permitting.n¢r Calc=MJ8 FrortDoorfaces:S Duct System Summary Job: 3095 NEW YORK - BUILDING Date: Jan 04,2023 IG w o u Second By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 Sote B,Miller Place,NY11764 PhorLe:631-495-0289 Email:Tom@rybtg.com Web:www.NYBTG.com Project • • For: Lot 4 Wildberry Fields-Southold,NY Andrew PollockArchitect,PC 56 South Oxford Street,Brooklyn,NY 11217 Phone:(212)620-0044 Email:andrew@cityarchitectcom Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.31 in H2O 0.31 in H2O Available static pressure 0.19 in H2O 0.19 in H2O Supply/return available pressure 0.098/0.092 in H2O 0.098/0.092 in H2O Lowest friction rate 0.061 in/100ft 0.061 in/100ft Actual airflow 913 cfm 913 cfm Total effective length(TEL) 310 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfrn) FIR (in) (in) Mat Ln(ft) Ln(ft) Trunk Bath h 2546 138 86 0.061 7.0 Ox 0 VIFx 35.0 125.0 st7A Bath 3 h 223 12 7 0.089 6.0 Ox 0 VI Fx 5.8 105.0 st6 Bed 2 h 1902 103 87 0.061 6.0 Ox 0 VI Fx 40.3 120.0 st76 Bed 2-A h 1902 103 87 0.072 6.0 Ox 0 VI Fx 32.3 105.0 st7 Bed 3 c 2506 135 171 0.066 8.0 Ox 0 VI Fx 23.3 125.0 st7 Bed 3-A c 2506 135 171 0.072 8.0 Ox 0 VI Fx 22.0 115.0 st6 Hallway c 2545 152 174 0.093 8.0 Ox0 VIFx 5.3 100.0 st6A LaudryHall h 2440 133 129 1 0.074 7.0 Ox0 VIFx 17.5 115.0 st7 Supply Trunk Detail Table J Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (dim) (cfm) FIR (fpm) (in) (in) . Material Trunk st6A PeakAVF 152 174 0.093 250 7.3 10 x 10 ShtMetl st6 st6 PeakAVF 300 352 0.072 507 '10.0 10 x 10 ShtMetl st7 PeakAVF 613 561 0.061 631 12.7 10 x 14 ShtMetl st7A PeakAVF 242 174 0.061 348 8.9 10 x 10 ShtMetl st7 st713 PeakAVF 103 87 0.061 149 6.5 10 x 10 ShtMetl st7A wrightsoft- 2023-Jarr2013:29:21 aw.�•a.,�,,.H, .„„�„•,,,Y Rlght-Sote®UrvVefsa1202222.0.O5RSU26095 PageB ..ryFieldslLot 4_Wildberry_Fields Permitting.np Calc=MJ8 Front Door faces:8 Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (Cfm) (Cfm) M . FR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 285 303 131.5 0.070 556 10.0 Ox 0 MFx rt4 rb8 Ox 0 283 349 90.8 0.101 445 12.0 Ox 0 MFx rt4 rb9 Ox0 345 261 149.8 0.061 439 12.0 Ox 0 MFx MA TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (CfM) FR (fpm) (in) (in) Material Trunk rt4 PeakAVF 913 913 0.061 654 16.0 0 x 0 ShtMell MA PeakAVF 345 261 0.061 439 12.0 0 x 0 ShtMetl rt4 1 Wrightsoft- 2023-JarF2013:2921 a.R.•o.,.,,.w�.„„�mw„ RigM Sute®Uriversal 2022 22.0.05 RSU26095 Page 9 ryFieldslLot 4_Wildberry_Fields Perrrit6rg.rup Calc=MJ8 FrortDoorfaces:S Bunch, Connie From: Lanza, Heather Sent: Monday, October 28, 2024 8:39 AM To: Michaelis,Jessica; Bunch, Connie Subject: RE: 610 Wildberry Lane LIZ Hi Connie, No c.o.just yet. They have a drainage issue on that parcel that needs to be corrected before c.o. can be issued. We will have that in writing with the details of what needs to be corrected from Michael Collins later this week. Jess- please check the performance bond has not expired(Town Clerk). And please change the conditions on all the lots in the subdivision to "Review Filed Map of"Wildberry Fields" and covenants in Laserfiche prior to c.o.'s and future building permits" And on Lot 12.7, if they don't already have a c.o., add"the non-disturbance buffer to be inspected by Planning prior to c.o."as another condition. Heather From: Michaelis,Jessica<jessica.michaelis@town.southold.ny.us> Sent: Monday,October 28, 2024 8:13 AM To: Bunch, Connie<Connie.Bunch @town.southold.ny.us>; Lanza, Heather<heather.lanza@town.southo Id.ny.us> Subject: RE: 610 Wildberry Lane Here is the condition; For Lot 1 (SCTM#51.-3-12.7),prior to Building permits being issued,the non-disturbance buffer must be restored to the satisfaction of the Planning Board. Check filed map and covenants(in Laserfiche). The other lots are clear to receive building permits. Jessica Michaelis Senior Office Assistant Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold,NY 11971 Phone: 631-765-1938 Email:JessicaM@southoldtownny.gov From: Bunch,Connie<Connie.Bunch@town.southold.ny.us> Sent:Saturday, October 26, 2024 2:51 PM To: Michaelis,Jessica <iessica.michaelis@town.southold.nv.us>; Lanza, Heather<heather.la nza @town.southold.nv.us> Subject:610 Wildberry Lane i i i 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 27.00 Below-Grade Wall 13.00 Floor 0.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.32 0.32 Door 0.32 0.32 Skylight 0.32 0.32 CoolingHeating & Heating System• Cooling System• Water Heater: Name• Date: Comments r S NEW YORK :ip I BUILDING CSTECHNOLOGY GROUP Thank you for using NYBTG. The 2020 NYS energy code includes some requirements that are likely not familiar to many builders and contractors. It is our goal to make your project run smoothly and without issue. To insure this, please see that these documents are distributed to the associated contractor in order to provide some guidance with meeting the new code requirements. REQUIRED ITEMS FOR 2020 CODE: 1) Rough inspection: We must;inspect the insulation before walls are closed. To keep your project running smoothly, please call us a week or two in advance so we can schedule your inspection directly after insulation install. At this time, we will be inspecting insulation and air sealing and also testing any ductwork that is not within conditioned space (duct blaster test). We recommend that you have a representative from your HVAC contractor available to handle any potential problems while the test is running so that the project isn't held up with repairs and re-inspections. 2) Final inspection: At final inspection, we will be pressure testing the building for air infiltration. (blower door test). In addition, we will also be testing fossil fuel appliances (oven, boiler, HW heater) for potential Carbon Monoxide issues. For new construction, we will be testing mechanical ventilation rates. (see attached document). It is very important that builders familiarize themselves with the new requirements. We are here to answer any questions you might have and walk you through any potential problems. Feel free to have each contractor contact us for specifics. 159 Route 25A Building 1 Suite B Miller Place, IVY 11764 Telephone: 631 495-0289 Fax: 631 389-2808 Email: INFO@nybtg.com y NEW YORK IMIG BUILDING TECHNOLOGY.ROUP HVAC DUCT REQUREMENTS UNDER 2020 NYS CODE The new residential code includes some*very difficult to attain limits on duct leakage and specific requirements for duct insulation. To ensure that our builders can complete,their projects with the least amount of hardship or lost time, we ask that you take note of these new regulations: Because of the severe leakage limits of the new code,we are strongly recommending that ductwork be tested at the time of rough inspection so that any issues can be addressed before walls are closed in. We also recommend that the HVAC contractor has someone available at the time of inspection to make any needed repairs. We will work with them to find and diagnose problems and if possible,get the systems to pass the tests before we leave.This way there are no project delays.or call-backs. These are the insulation requirements for all residential ductwork: 1) VENTED ATTICS:All ducts must be insulated to 118. 2) UNCONDITIONED BASEMENTS:All ducts must be insulated to R6. 3) UNCONDITIONED CRAWLSPACES:All ducts must be insulated to R6 PLEASE NOTE: R4.2 Duct insulation and flex duct is not acceptable in any uninsulated spaces in the home. Ductwork within the thermal envelope of the building does not have code requirements for insulation and should be insulated as the installer feels appropriate to control condensation. In other words, If all of the ductwork is on the"conditioned"side of the building insulation, it does not need to be insulated. USING FRAMING CAVITIES FOR DUCTWORK(panning joists) is no longer allowed for any ductwork. In cases where it is necessary to use a joist cavity to get around obstructions(like over main beams in a basement) all wood surfaces must be completely covered with metal panning to form a duct on all 6 sides. In testing, we have been finding that these connections are very often points of serious leakage which lead to failure of the duct test. Take extreme care to seal all connections, especially where the duct transitions to vertical inside of walls. SEALING REGISTER BOXES: The connection between ductwork and drywall or floor must be air tight. If we test ductwork at rough (before drywall)we will be inspecting for this seal at final. Please keep in mind that we need access to all registers to seal them for testing.Any unconventional register situation (like under counter grills or hidden slot returns)should be left accessible until after the rough-in test. DUCT TAKEOFFS: It has been a practice with many installers to wrap their ducts before installing takeoffs. Sandwiching insulation between sheet metal and takeoff leads to some leakage into the insulation. We are finding that the cumulative leakage from these joints is often enough to cause failure on the test. We recommend that insulation be pulled away and takeoffs be attached directly to the metal ductwork. 159 Route 25A Building 1 Suite B Miller Place, NY 11764 Telephone:.631 495-0289 Fax: 631 389-2808 Email: INFO@nybtg.com NEW YORK BUILDING ® TECHNOLOGY GROUP Range Hood Make-Up Air 2020 IRC requires range hoods over 4OOcfm have make up air Since most large kitchens have hoods much larger than 400cfm,it's important that builders allow for this requirement early in the project to avoid costly retrofits later on.I've included a few options for compliance,but any method that meets the code listed below is acceptable. - Tom M15O3.6 Makeup air required. Where one or more gas, liquid or solid fuel-burning appliance that is neither direct-vent nor uses a mechanical draft venting system is located within a dwelling unit's air barrier, each exhaust system capable of exhausting in excess of 400 cubic feet per minute (0.19 m3/s) shall be mechanically or passively provided with makeup air at a rate approximately equal to the exhaust air rate. (If you have anything with an open chimney, you need make-up air) M1503.4.1 Location. Kitchen exhaust makeup air shall be discharged into the same room in which the exhaust system is locat- ed or into rooms or duct systems that communicate through one or more permanent openings with the room in which such exhaust system is located.Such permanent openings shall have a net cross-sectional area not less than the required area of the makeup air supply openings. There are several methods of compliance. A few of the most common options are listed below 1) Make-up air kit for hood: Many hoods are available with a make-up air fan assembly as an option. If the kit is available for the hood you are using,this is usually the simplest option. 2) Motorized damper on HVAC system: A fresh air damper can be installed on the HVAC system that supplies the kitchen to draw air into the room whenever the range fan is on.These can be wired directly to the fan controls,or with a dud sensor that installs inline in the exhaust flow. (see figure 1 below). Having the incoming air spread across the entire system makes the temperature change of the outside air less noticeable. The sensors are available with wireless transmitters if the walls are already closed up. 3) A gravity damper ducted into the kitchen: This tends to dump a lot of unconditioned air directly into the kitchen and if not set up properly can be drafty and uncomfortable for occupants.The rush of cold outside air can also affect cooking temperatures if too close to the range. 4) A tempered make-up air system: (These are commonly used in commercial applications but might be overkill for a typical home and can include heating or cooling. However,they might be appropriate in homes that have commercial style hood set-ups. (see figure 2 below) 9 i Figure Figures Fantech MUAH10 shown tf 99NEW YORK (BUILDING TECHNOLOGY GROUP MECHANICAL VENTILATION OPTIONS SHEET The NYS building code(R303.4)requires mechanical ventilation in all new homes but leaves many options for meeting these requirements.We have included the more typical applications along with fan and timer types. Applicable code-M1507.3 1)System can be exhaust,supply,or balanced. 2)System can draw from any room in the house.We recommend that they be exhausted from the bathroom. 1)USING BATH FANS:A bath fan connected to a 24 hour run-timer can be used for compliance.(see examples on page 2) In our opinion,this is the least desirable option,but it does meet code requirements. a)The fan must exhaust to the outside b)The fan must run without homeowner intervention. It can run continuously,or be connected to a 24 hour clock timer. c)The fan must actually move enough air when tested to meet the CFM output needed for the home. (see the calculation below).The"builders special"fan probably won't meet the requirements. d)For larger homes we recommend using several large fans with timers in more than one bathroom. Each fan can be run for a shorter period of time to avoid noise issues when people are nearby. , 2)USING THE HVAC SYSTEM:Systems can be set up to draw outside air into the return duct.This is commonly done in commercial buildings. a)The system must have a fan cycler to automatically run the air handler long enough to meet the minimum ventilation requirements for the home. b)The fan must operate regardless of the need for heating or cooling. 3) USING A REMOTE INLINE EXHAUST FAN: This is our recommended method for compliance.An inline fan can be installed remotely either running continuously or on a timer.These should be ducted with 6" insulated flex duct. Insulated duct absorbs much of the fan noise and reduces occupant complaints. (see examples on page 2). We recommend you use a fan double the size required and then reduce the runtime with a clock timer. 4)USING AN ERV,HRV or BALANCED VENTILATOR:This is a premium option.These units transfer heat from the exhausting air back into the fresh intake air. These are practical for people who want maximum ventilation without having cold drafts or humidity issues from outside air. HOW MUCH VENTILATION DO YOU NEED? TABLE M1507.3.3(1) CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW.RATE REQUIREMENTS DWELLING UNIT NUMBER OF BEDROOMS FLOOR AREA' 0-1 1 2'-3 1 4-5 1 6-7 1 >7 (square feet) AIrRow In CFM <1,500 30 45 60 75 90 1,501-3.000 45 60 75, 90 105 3,001-4,500 60 75 90 105 120 4,501-6,000, 75 90 105 120 135 6,001-7,500 90 105 120 135 150 >7,500 105 1 120 1 135 1 150 1165 159 Route 25A Building 1 Suite B Miller Place, NY 11764 Telephone: 631495-0289 Fax: 631 389-2808 Email: INFO@nybtg.com NEW' YORK BUILDING TEC1INOIL0Gy GROUP FAN MUST RUN FOR AT LEAST 25%OF EACH 4 HOURS. i.e.if 45'cfm were required,you could supply 45cfm continuously,or 90cfm for 50%of the time, 180 for 1/4 of the time,etc. RECOMMENDED BATH FANS: l Any Energy Star rated fan will work fine.Avoid low budget"builder special"fans.Many times,they do not move even half the air they are listed to deliver. Larger fans(120-150 cfm)allow for less run time. If possible,use 6"ductwork to exhaust the fan. The actual output of bath fans drops considerably with long or restricted ductwork. IIIry 1 Panasonic makes several models that run at low speed continuously and then spin up with the switch. Make sure that the continuous low speed moves enough air to meet the minimum requirement. TIMERS: These must be 24-hour clock timers similar to those used for outdoor lighting. Most lighting companies make several versions. "Stay on" 10-20-30 minute timers do not meet code requirements. TYPICAL MODELS: i Honeywell RPLS730B1000/U If Leviton Model#VPT24-1PZ l 1 INLINE FANS: We recommend 6"insulated ductwork be used to reduce noise and maximize airflow. For code,these can draw air from anywhere in conditioned space.We recommend they draw from the most used bathrooms for best moisture and odor control. NOTE:To reduce noise, use insulated flexible HVAC duct between the fan and the intake grill. Use a few extra feet of duct to allow for some curves which will help absorb the sound of the fan. MODELS: Fantech FR series,Panasonic Whisperline Inline Ventilation Fans 159 Route 25A Building 1 Suite B Miller Place, NY 11764 Telephone: 631 495-0289 Fax: 631 389-2808 Email: INFO@nybtg.com NEW YORK BUILDING T E C H N O L O G Y G R 0 U P Air Sealing Issues with Fiberglass Batt The 2020 RBC requires that new homes meet an infiltration rate of 3ach50 In general, NYBTG recommends the use of spray foam as insulation because of its superior airsealing ca- pability. However, because of its cost, it is not practical for every application. If you are using batt insula- tion alone, there are several areas that require extreme attention to detail when airsealing, and a few sit- uations where fiberglass can never be used alone. NOTE: It is very important that we inspect the airseal before the walls are closed up. This gives us the op- portunity to find and address any specific issues while the walls are open. It is very difficult to make re- pairs if the house does not pass the blower door test which is run at final, long after the walls have been closed up. 1) ATTICS: It is becoming common to create a "sealed attic" using sprayfoam insulation in the rafters rather than in the ceiling. This has two benefits; it moves attic 1 VAC equipment into the thermal envelope which eliminates losses from the equipment. It also adds ad- ditional conditioned volume to the house which makes blower door compliance easier. 2) FIBERGLASS BATTS ALONE CANNOT BE USED FOR A SEALED ATTIC: The IECC requires that fi- berglass batts in a roof rafter have a ventilation space but also requires that the insulation and airseal be r aligned. Without drywall on the assembly (as with a vaulted ceiling) there is no airseal keeping air from the 3 home from escaping out through the ridge and soffit vents. We have run into situations where builders have insulated both the ceiling and the rafters in an effort to keep HVAC equipment "inside conditioned space". Again, unless the roof assembly is insulated, properly vented, and air-sealed, it will not meet NYS code and will likely have serious moisture and mold issues. NEW YORK infIGROUP BUILDING T E C H N O L O G Y y WALL t WOW- J Airsealing wall cavities with Caulking ZlPsystem—Sheathing has waterproof coating, seams are sealed with permanent adhesive tape 3) EXTERIOR WALLS: Walls are typically airsealed from the inside using caulking, "great- stuff' canned foam, or spray on adhesive airseal. Most insulation contractors will include this as an "airseal package" in the scope of work. It is important that any seam that might connect to the outside is sealed, especially the plates and around windows. It is also possi- ble to airseal from the exterior using an adhesive air/water control layer such as "Blueskin"or using a "Zipsystem" type sheathing. If you are sealing from the exterior, it is very important that the connection where the sheathing meets the rim joist and top plates be sealed when the sheathing is installed. 4) FLOOR AND CEILING PENETRATIONS: As a gen- eral rule, penetrations between floors are sealed with x. an intumescent firestop caulking or rockwool in order to meet fire codes. In places where the floor connects w to either an unconditioned basement or attic, it's criti- cal that these holes be completely air-tight. The picture to the right shows a situation we run into regularly where ductwork is not properly sealed to the floor (ors;= drywall for ceiling installations). A home will not pass NYS code without these con nections being sealed air- tight. We cannot even run the tests until corrections have been made. Please be sure to have all ductwork properly sealed before we come to test. A re-inspect fee will be charged for return trips caused by unfinished work Please use our pre-inspection checklists and verify that all work is complete before you schedule an inspection. NEW YORK BUILDING T E C H N O L O G Y G R O U P 5) ATTIC CEILING TO WALL CONNECTIONS: This is the most critical connection and the one most often overlooked. Any ceiling that connects to an attic will require an additional seal where the drywall connects to the wall top-plates. Since drywall never presses perfectly to the framing (it's held out by nails, protector plates,mis-aligned studs, etc),there is a small gap between the framing and the drywall. This space allows for attic air to flow into the walls and out through outlets and under the base moldings. The gap behind this drywall is about 3116". This gap, multiplied by the length of second floor walls equaled an open hole to the attic of about 90 square inches. The image on the right shows drywall dust being blown out from behind the wall during our test. µ A s s M PRO SP:RIF, ( PRO PRO � $j` ff °• PRO � Y The gasket foam is installed along all top wall plates that meet the attic This keeps cold attic air from leaking in behind the drywall and out from under the base moldings.(see picture above right). The foam bead can be installed by a laborer in a few hours a day or two before the drywall begins.It cleans up with water and the gun cleans with a garden hose. This is one of the available gasket foams available for drywall sealing. It's available at most supply houses or on Amazon. It's shown installed in the photo on the left. HVAC Design Calculation in accordance with ACCA Manual J,D,& S Manual J Eighth Edition V.2 For Lot 4 Wildberry Fields - Southold, NY Andrew Pollock Architect, PC 56 South Oxford Street Brooklyn NY 11217 (212) 620-0044 NET YORK +BUILDING (TEC.11N0L 0 G Y GROUP Prepared by: Thomas.Baccarella in accordance with ACCA Manual J 8t' edition, V2 Signature: . ''�,�, Date: 01/23/2023 Disclaimer New York Building Technology Group.Inc. Disclaimer Clause for Manual J, S and D load, design calculations and equipment selection This document is,intended as a preliminary design document for permitting purposes only. All information, calculations and other items appearing in this document are based on the blue prints provided by the client, NYS code, ACCA design guidelines, and/or using default interior design loads. These loads are subject to change based on the specific requirements of the occupants. Any changes to design loads should be made using ACCA,design guidelines and documented according to the guidelines of the building dept. The design professional and/or a contractor may alter the design and/or installation as they see fit based on site conditions. These changes must be in accordance with ACCA guidelines and New York State residential building code. New York Building Technology Group Inc. shall not be liable for any damages, losses, expenses or other liabilities whatsoever arising in connection with the use of, or inability to use, the herein calculation documents by any party, or in connection with any failure of performance, error, omission, interruption, defect, suspension, delay in operations in the use or interpretation of this document, whether or not New York Building Technology Group Inc. has been advised of the possibility of such damages, losses, expenses or liabilities. New York Building Technology Group Inc. makes no warranty, statement or representation with the use of this document or with respect to the accuracy, completeness, or usefulness of the information, calculations and other items contained herein. Note: For clarity, all condensors were modeled as individual units. Multi- head VRF units are recommended as conditions allow. I 159 Route 25A Building 1 Suite B Miller Place, NY 11764 Telephone: 631 495-0289 Fax: 631 389-2808 Email: Gene@nybtg.com Revised August 30, 2017 a n .. ,..... ... ram. F .. 41.7 e A` ! Y YS � p x S �4 ` t r � y Y. e s x _ t r 4 N _"y, p9 �yY > V { y -: > k. y. j "> 3 � � � 4 ay< � Wit, r Ar +4 2 �v I i f r t ?K' 6� I�i jf a � t k g pp a, , r.�adlg v� PMR a y, a a y - a �Y _ Y E_ z Vw 1 1 1 • ' • ' COMMENTS ® rd / FOUNDATION(1ST) --------------------- a Rim • I it ��pit IT, 1 INSULATION • 1 STATE ENERGY • ► ;_ a US e ( �gQfFOL4- TOWN OF SOUTHOLD—BUILDING DEPARTMENT '�O Gyp H Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 htti)s://www.southoldto3 nM.gov f Date Received APPLICATION FOR BUILDING PERMIT For Offici'Use Only f� ( II 'viPERMIT NO. #90 // Building Inspector: L l FF'P 9 12023 "Applications and forms must be.filled'out in their entire ty.Incomplete, 1V applications will not be accepted. where the Applicant is not the!owner,an MW ®FS0tM= Owners Authorization form(Page 2)shall.-be completed. Date:2/i9/2023 OWNER(Sf OF PROPERTY: Name:Twin Barns LLC "Jessica & Hal Coopersmith" SCTM# i000-51-03-12.10 Project Address:Lot 4 "Wildberry Fields" Southold NY Phone#:917-312-0240 Email:TwinsBarnsLl @gmail.com Mailing Address:300 East 56 Street Apt. 16 New York, NY 10022 -,CONTACT PERSON: Name:Jennifer Ross Mailing Address:595 North Street Manorville NY 11949 Phone#:631-484-9291 Email:jennross@rossbrosconstruction.com- DESIGN PROFESSIONAL INFORMATION: Name:Andrew Pollock Architect, PC Mailing Address:56 South Oxford Street Brooklyn NY 11217 Phone#:212-620-0044 Email:andrew@cityarchitect.com CONTRACTOR INFORMATION: Name:Greg Ross "Ross Brothers Construction" Mailing Address:595 North Street Manorville NY 11949 Phone#:516-322-7619 Email:gregross@rossbrosconstruction.com DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $2 Million Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? BYes ONO 1 BUILDING DEPARTMENT- Electrical Inspector 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 roaerr(&southoldtownny.gov — seand(a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1/23/23 Company Name: Prime Electric Inc. Electrician's Name: Mike Hunter License No.: ME-52402 Elec. email:mih912@aol.com Elec. Phone No: 631-387-5650 p I request an email copy of Certificate of Compliance Elec. Address.: 1380 Broadway Avenue Holbrook, NY 11741 JOB SITE INFORMATION (All Information Required) Name: Hal & Jessica Coopersmith Address: Lot 4 Wildberry Fields Southold Cross Street: Phone No.: 212-625-8505 Bldg.Permit#: waiting on Permit. In Board of Health. V YEI/).email: Tax Map District: 1000 Section: 5-1 Block: j Lot: I,-? . IC) - BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 400 AMP underground service H Frame mounted meter. 5"Q Cce, Square Footage: 4500 Circle All That Apply: Is job ready for inspection?: El YES ✓0 NO ❑Rough In ElFinal Do you need a Temp Certificate?: 0 YES ❑ NO Issued On Temp Information: (All information required) Service Size�1 Ph❑3 Ph Size: 400 A # Meters 1 Old Meter# 0 ✓QNewServiceQFire Reconnect[-]Flood ReconnectE]Service Reconnect®Underg round QOverhead # Underground Laterals 1 i 2 : H Frame Pole Work done on Service? Y ✓ N Add ifional Information: PAYMENT DUE WITH APPLICATION I f 03 5—`e2) —713 A 1 15. i„ BUILDING DEPARTMENT- Electrical Inspector �� yam► TOWN OF SOUTHOLD 0o '` Town Hall Annex - 54375 Main Road - PO Box 1179 CAP Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr D-southoldtownny.gov - seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1/23/23 Company Name: Prime Electric Inc. Electrician's Name: Mike Hunter License No.: ME-52402 Elec. email:mlh912@aol.com Elec. Phone No: 631-387-5650 0 I request an email copy of Certificate of Compliance Elec. Address.: 1380 Broadway Avenue Holbrook, NY 11741 JOB SITE INFORMATION (All Information Required) Name: Hal & Jessica Coopersmith Address: Lot 4 Wildberry.Fields Southold Cross Street: Phone No.: 212-625-8505 Bldg.Permit#: waiting on Permit. In Board of Health. email: Tax Map District: 1000 Section: S 1 Block: Lot: a C� BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Rough Inspection for interior wiring. 400 AMP underground service H Frame mounted meter. Square Footage: 14500 Circle All That Apply: Is job ready for inspection?: ❑ YES❑✓ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: 0 YES ❑ NO Issued On Temp Information: (All information required) Service SizeFv—,I1 Ph❑3 Ph Size: 400 A #Meters 1 Old Meter# 0 ❑✓ New Service[]Fire Reconnect❑Floo.d Reconnect❑Service Reconnect❑✓ Underground❑Overhead # Underground Laterals 1 ✓ 2 ✓ H Frame Pole Work done on Service? F1 Y FV1 N Additional Information: PAYMENT DUE WITH APPLICATION Rom' J oa5� „O �J, BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD • 4;VA Town Hall Annex-54375 Main Road-PO Box 1179-South I;d, NY 11971-0959 Telephone (631) 765-1802 GL 202$ Temporary Certificate # Date Ul . Customer Name i- �s�cca �� , ; Electrician Name �' Ejec4-ric. Address La} 0 d rlr Phone a �, sQ e-mail e-mail M k kn Ct 1 2@ O Phone ;Z(a • Co 125_05 License# l�r p Size 30 A Phase I Overhead Underground #of Meters r Remarks #of Underground Laterals 2) New "H” Frame or Pole H P Fire Reconnect Was work done on Service? Y N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification i r 9 ays fir the date,,,pfove. Authorized by &Us, Z V*�7-a-, Fac,��® BUILDING DEPARTMENT- Electrical Inspector 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 1 " rogerr(a.southoldtownny.gov — seand(a�-southoldtownwgov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1/23/23 Company Name: Primer Electric Inc. Electrician's Name: Mike Hunter License No.: ME-52402 Elec. email:mlh912@aol.com Elec. Phone No: 631-387-5650 211 request an email copy of. Certificate of Compliance Elec. Address.: 1380 Broadway Avenue Holbrook, NY 1,1741 JOB SITE INFORMATION (All Information/Required) Name: Hal & Jessica Coopersmith Address: Lot 4 Wildberry Fields Southold Cross Street: Phone No.: 212-625-8505 Bldg.Permit#: waiting on Permit. In Board of Health. Dy r email: Tax Map District: 1000 Section: S1 Block: Lot: a C� BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 1. Rough Inspection for interior wiring. 400 AMP underground service H Frame mounted meter. Square Footage: 14500 Circle All That Apply: Is job ready for inspection?: ❑ YES ❑✓ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: -1 YES ❑ NO Issued On r Temp Information: (All information required) Service Size16—/11 Ph❑3 Ph Size: 400 A # Meters.' Old Meter# 0 ❑✓ New Service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑✓ Underground❑Overhead # Underground Laterals 1 FV-J 2 ✓ H Frame Pole Work done on Service? Y ✓ N Additional Information: PAYMENT DUE WITH APPLICATION f V,a Rec V 2SO -j/121 3 PERMIT q Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven WAD Smokes DW Mini arbon Micro Generator -ombo Cooktop Transfer aC AH Hood Service Amps Have - Usec -pedal .omments r r k � PERMIT# Address: Switches al Outlets IZ G F I's Surface_ Sconces H H's Go UC Lts Fridge ' HW 010 POOL Fans 2 Mini Fr. WAD 2 Panel 4 Pump I Exhaust Oven Sump Heater I Smokes 4- DW Z Trnsfmr Generator I Salt Gen. 1 Carbon Micro GrbDis Water Bond Y6 Heat Pucks �" ERV 2- Lights I Inst Hot DeHum J Transfer HOT TUB/SPA Disc Combo Cooktop f Minisplit Blower AC AH Hood Blower Service 4W Amps Have Used Sub Amps Have Used Comments r fFot r��;� 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 `jamesh(cDsoutholdtownny gov -• seand6a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date• Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: t` JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: ti Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE,SQUARE FOOTAGE (Please Print Clearly): Square'F'ootage: Circle All That Apply: • Is job ready for inspection?: 17 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 Reconnectf_�Flood Reconnect❑Service Reconnect DUnderground❑Overhead # Underground Laterals 1 2 H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 1 ,7041 CHARLES R. CUDDY Attorney at Law 445 Griffing Avenue Riverhead, New York Mailing Address: TEL: (631)369-8200 PO Box 1547 FAX: (631)369-9080 Riverhead, NY 11901 E-mail: charleseuddygoptonline.net ELE April 25, 2024 APR 2 6 2024 Michael Verity, Chief Building Inspector Southold Town Hall 54375 Box 1179 Southold, New York 11971 RE: Wildberry Fields Subdivision and Wildberry Lane Dear Mr. Verity: The subdivision owner has conveyed out the lots in the subdivision and was preparing to dedicate the road to the Town. 'Several lot owners have commenced construction. The heavy rains have caused severe runoff from the construction sites to the road, resulting in silt and mud clogging the drains and causing the recharge basin to fill to an unacceptable level. The silt, mud and water level damaged the diffusion well. We request that any permit issued for construction at a subdivision lot note that at the commencement of construction work there must be silt fencing or hay bales or other erosion control measures taken to prevent runoff undermining the road, clogging the drains and over taxing the recharge basin Thank you for assistance in this matter. Very truly yours, (2" &, Chales R. Cuddy CRC:dmc Town of Southold 3/20/2023 53095 Main Rd Southold,New York 11971 CONDITION Condition Type: PLANNING BOARD CONDITION Description: Prior to Bldg Permits, check that road installed per Road&Drainage Plan approved Due Date: 10/7/2020 Comments: Completed 9/12/2022. For Lot 1 (SCTM# 51.-3-12.7),prior to Building permits being issued;the non-disturbance buffer must be restored to the satisfaction of the Planning Board. Check filed map and covenants(in Laserfiche). e o.her lots are clear to receiue�buiildm�"permits: The above mentioned condition must be met.before subsequent action (such as issuance of a building permit, certificate of compliance,or certificate of occupancy) can proceed. If you have a question about this condition,please contact the building department office. Building Inspector A . , <. ,. ..... .: ri ...;:t ...... +�..-. F ..Po 1.. ie. 3 lf...... ....... .5. ,EY•.. i......,..w..:. .. ... ":�. i � «,,.4 .. .. A{". 1 ..�,, -...., ...t..7_ <. ....... ....... 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Y _. fi.ATM(,' MINIMUM N � � �A » CAPACITY T r „. c , �u5�7�i<: 4PPR�3v-.A�l���� ALL�^{��� �': �.`.��: $�^ �,r��a`a��'<.�E_ 7 A�.. r�- a�4 m g �j . k - [�t .`�§^^ ,, ,q�y ; (g��y p (g � u� r , .. {� L�. p C . ,i s _� t Vti�A : et:. 'I .. +.T,,,; 3. ,< ,^61� S,i(" � 1,»LF t. ,JYI Y : .,», .i.i.., ).» 4< 1.E. .,]..11;. '.s:.-„Yo,.sF.� ..: r. S P A 1 n TTTt� _. .. _NCB Y�f�,� Y,.>P �'v� �1��C�E_ A�*143 �:R€_ R1��� N �: 1t, 4A �Vt`A $AND!,SCI 4.AN EXEC I i ED OPERATION AND A+MAINT NAN01'CONTRACT T 8( ;`WE� N Tr ., #J4A1nNTNAh.1t, PRVtDez At*117 PF2C7PE;RT'k" ON "1~MUST RE w>t:IBAU T T 3 O 3 HE «,.... ... „_.., FO ... .Pyy .rye NT f /.0 � .St: -, P tq C ` H ';:t 4."rf 4 HEALTH :.:: ^ r '3 PRIOR, II APPROVAL'S1"2 ,'3� :.€ ���k ELK �.��,��°`��DEPARTMENT��� �..r�4.},. '�SERVICES, ,.a,���' w.��` � !., t,� ��,� �»�. r pia ,., ..... r � r. .. r 3 «, ., WITH.. T, ,.� a„1#!� `"#-d£ Ti+�+� �T�1� t��S'C€2 i� N�3S' I t`�' SC OHS�C' ,�§t.�"a". �3�#t�ai�` ,�.€�:'f c,»:,19 O NIP I THE: ..s. t,1PPO.K COUNTY SANITARY Ct,3()c:, _ ,.:,,•. ,, ENGINEEWS CERTIFICATION .. ,t{ F b i t ? L VAT CJN �' B V1 R . .. a? A H "'CT. TF FOR a. »,.r R TF�� PROJECT t;wRw DESIGNEDpyY OR UNDER { �y T7.. s�f 'kJ�'Y �d�Y �. DIRECTION, 4AFb UPON A C!#1E11( AND THCIRC.?E1H 5TUDY,OF,THE WX a'T $1 tF ANb GROUNDWATER CONDITIONS,ALL FALT'1` , r--,v <..,: .. P „k 1 T StlFC *COUNTYxPARTr44 iT p ,, F S e E f _ CONSTRUCTION T Cev N A €3 EFFECT AS T TO, , ¢ a �^ ?41 '�fb#44t4��9 tlli��'1''(+r'�+' �.«� t# P"i+�i .;,f {'4. `?C.+�+z''dS::,� °+�. �.,. A;>aA� Pd"s"',m?. �'{��`. �, z�r.'"rw"�"'' , -TTFICATION �'^ ....... ,.. �-Y s(;,.......,. ...<,... . ,•:a ^. .e r...:,,.. .. ... . ... ... .... :. . �w s'"'IL.P !✓, 4F»4[TF fiJ TWIN E GiARNSLLC, �. BANK, . . w DRAINAGE'` .�'�. � AGENCY THEIR INTEREST MAY APPEAR,,-&-tt" , .,. �r.r tt .'"`«� ,; p THIS t1�Z tA. P"RPAR £� N� AA, ., _{,�t3 . . Z=. i t ... WITH THE CODE CF PRACTrCE FOR LAND SURV "',AA U BY THE� f P rOPtE RC3 4R 1 , ,- �_� f � r r � r) x a CTA fi PROFESSIONAL x•i. r Subdivision , r R 1 » erry _ a 4 Ff( cif zY. cl Alb W.YG+t1N N:Y.. . ,�.NCB 4. s_ I1 x I. 1r_3 .F 4 +I ), m _ ( t, w _ « TPROVIDEDU 1 1411 tNFI WEAVER,N : .#. , }Qi `>: �y , 1 L. p, „S r# S F �y F 1,,.�a.° E[RE jR� jR t1R Ft u, r s, .. VEY FOR mp VOW ME E PROVIDED �' - M,_ , TWIN BARNS LUC 15E s 4 « ' w� =i' !" �...q .7n.`•. t 1. gg VOL r , RE , TV �� t r awn Of Southold 6101 » ,F � .EF .' �� `" ,. y _..__.._ .rV., T: r t -_ 2 CF rcY1Y t PROPQ- i �,�!.; PROVIDED I m;: : idY tdJ • i s PIi_, A »F+ i k , I .il .�¢.,. Y TEMC� Y �T✓✓ r c; ri r h� , T ��a: ,T03. , +..« r.., k5 Y ;;,rf;S¢it P;Y. 1E".y.y.. R ,�.i'f3C`FX - g 12,10 FIELD SURVEYCOMPLETED BAN- ? , Z2 �. .. _.,� AP P#��P R�.I� � .S f}"�2 Pecord of Revisions .. _. w ' TAN DATE # , aC4f7L` N01A 1' C , ,< r Tw lN ! `a1:'! A r SET _ .. 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Ncovcr, Land rv"eq or EL=24.0 T 6014r, COVER HEALTH Dr-PAPTMENT USE 5'7 VENT 1 \ Ir=2 -T ._ w.�.€ _._ r_ONN1_!C,T VENT LINE A! 70, VC-NT HOLE fN ONC-T S 77 I::-TAIL R AT OY-�-5 4 VIA. VISTRISJTION eOX PROVIDE CLEAN OUT FACE OT= 5JILD!N6 CN- 5) rAcl _IC\/t:i INO JX7,/`r= AIR L°NE TO C-LO111CR A--P,oVr_-z> raut­\L rc.cz Au-1 GAL, I/A OKrr_- C-'I5TRjMTION 50:K CLITI-E'r FIVES LEAC45 K 6ALLC`,' MVL. CM-71 "17-6. E3*�' PJJICLt-:AN V5A TC7A-t Or'- (4) 6AJ_LCT5 .424 5175NA WrDRAULIC, PROFILE CIIAMBER J (I. 1.1i4mentation Chajntvt 397 CCZ .\naermobic tihmficmchamnher 396 • Aerow Corint Fibration Chamber 181 (11 Swragc Charnher Ta NOTE: ALL CONDJIT5 er:Tl?ti=N PAN::L AND 1"RZA7�,EN'r -1 A\K tv*J57 5E!5r-:,kLCV -70 6AS LEA<Ar-,E ;*NYC SPEC11"ICATIONc, Anaerobic Media =F/PE Filling Rate 1 .421", FOR NT-1 0CY'-t;NI�SATt1_)K DC1/IrC; Bm, E Fillinp Rate 1 17'-(, US-r, ALA%Z"VS'0N-R0L "ANTL MML#fO,45040 7crohlcs,IZ44,1 PP i PL filling,F11-11C757111- r,0k- "R0LL7r-'Z "r- t'" 5JE Iflower I 2.N ctin fimR II ALARY,1r_0N7V,0L Piprm, PVC1 pp!PI PANEL Mr,,L*10411772 !�rRVfCC Accesk Covers Mimic Cast fron -R CON7ROLLZI 1)1Mimccianl(0ptionab Chlorinc Tal lets I-Irc- S-Z R`4cfl _�s DE'-1 C ATZ7+ C,O`4TP'-L PANEL 715 A-P 17RZAKER, 1/?' VENTILATION PIPE SON Scum BAFFLE B EN61NEERS CERTIMCATION 3' !2CV emu, iC, &-4,Z, JS A*,'F -oYiER, t � ^17tq 6N7, K CONP*,)f- 0 1 HTRr_n'f' CE'R-17" T14AT 7HIE ViA=IZ S1PPLY'(5) AXV/0R. CIZe1A6r' INSVLA-Cr7 I D15F105A_ FOR TI.-JI5 PROjE(:,-j kNrF;E 'y VESI6N D r Mr. , E PANEL --Alp, ORUNDE-R �Wl�119:�,ECTION, E3AS-t:DLIPONA A EF=UL R01,16H �,,-RECIRCU1,ATION 2 r!L y C_ CON7JIT 570:�y OT­- THE 50iL SITE AN . 6R0,JNC>NA�Tr_ C4 AIR Lrr I' Pu!jr- _TAN17 r c�� .,r6, ISINFE"TION FASIL17-M-S, AS P0,OFO!5rD, rCNFcQ y., To TH Cr H=,ALTH SCR,\/jotc- CONS ------ E7T-E0T A5 0!- T-415 VA-C. CYLTNDE'9 (OPrj[iNA'.) r4' OU'rL t t PIPE 71N, C-RAVE 11-4 n, D 41 INLET PIP '.�JA t 4 P 4 Tc 0 OiACR \_O rUJ61 CAN Sjr F,+-4CK,'5LUS- MAC,10OR F-jJICLEAN `-f FF_UE*i E rllrs- S-P711"'r 5CIX r N1 CL AIR 5LCK_R AERATOR HONARD K ''OJNS. Wr,5. _.S. NO. 45 I 1-, - '�', �I- % AIR LIF I Pumm THOI,/AC- C,, iO4OLP=r-'ZT, N,Y,S-, P.r,*. NO, 614a5 INLET EAFFL' 0 'Z LT-_(11 T R 0 A L C-L A VOU6LAS- E, Al;)AV,5�, N:�r.!:-, No. &11154- 00NTFZ0L PANEL BLOY4EP, 1=LECTR1CAL ONE-LINE PIA(sRAM 42t,". IP INTAKE ;GALE' 'ITS RECRCULATMW PIPE FLOW LIP (CLEANIN,; OPENING) 13 SURVEY FOP, PLAN VIEW TWIN BARNS LLC ,--J)TSINrECT11ON ---P4- MM14CLE 1� CCN�"Rc7r: 4,OCO PSI V 2D ::)AYS LOT 4 "WILMERRY FIELDS 18* MANWILE (TYP>-� 181 MANi4F,1'_E (TYP 241 MAM40LE CYP CYLINI)CP (OPTIONAO at Southold, Town of Southold rL'To OFENING Z; T_AFZiC" ASTM A-Ie5 Suffolk County, New York FCr 1 0 -1 VE S-145�,C - AAS7 H!5-20 3; -4 r ),!O�r TV PE I� ;- W -��._-r__w_. 5, 7CF!5LAE5 ANI�� AALLA AR::MNWT P-ML, -�J_A BUILDING PERMIT SURVEY A!;�=A SHALL C-7_' C��'W TO 71-4r r%�_L rXTEq,�NAi ALL County Tax Map '�T - vit,­ 1000 51 03 12.10 10' VIA PIPE, K4�CXOV7 TC7 V 1 E;/N �J-_-'f5tr T Cr- THE -R,=CA57 LCACHINC, 0 (EAc� FIELr,SURVEY COMPLETED �4 JAN,25,2022 7­1 MAP PREPARED SEP r.13,Z022 Record of Revisions .1 jo i REVISION F 4' IV 4' 1)- DATE PV,29,2022 SCDHS NO1A#1 n "'A t-21 Efn 0 2,_rf7 zf74 E7�7=8 rffl '44 as ............ SECTION A-A VIEW SEC'FION' B-13 X!]EW END \/1!_A 40 0 20 40 80 120 I/A OkO175 MOL. CEN-1 MrC7. BYFUJOLEAN U5A LEArHIN(5 &ALLE)" .708 NO,2022-0020 Scale: 1" 40' NTa, DW&,2022_0020bp 2 OF 2 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF`FCPON 72D9 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND AR(NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS P'tEPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIPNS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN IEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York IIcf01 \� R-40 tel. 631.727.2303 fax. 631.727,0144 b2 8 O" odmin®youngengineering.com " 2 b N23 "i'oung, Land Surveyor Thomas 0. Nolpert, FrofessionokF-ngineer' Douglas E. Adams, Prof e's'stonal Engineer Danfel A. Weaver, Land Surveyor <PA o SITE DATA unnaei-gumt^ AREA = 37,841 SQ. FT. *SUBDIVISION-"WILDBERRY FIELDS" FILED IN THE OFFICE OF THE CLERK OF S SUFFOLK COUNTY ON JUNE 21,2001 AS FILE NO.10641. s "TSG ✓o?" F \rp r W 1P0 I o c 1 11 I 1 I I 1 I I Lot 3 I 11 Subdivision- "Wildberry Fields" 3 1 ,o r I II I G I0 1 SURVEYOR'S CERTIFICATION W55 588055'29"E 268.04' o ! wss *WE HEREBY CERTIFY TO TWIN BARNS LLC, Of S 04 BANK, N.A. THEIR SUCCESSORS / R # `SjSNS AS THEIR INTEREST MAY APPEA \ 3 � A S E N CY LLC THAT THIS SURVEY WAS PRE _ RL�dRQ 0 N I WITH THE CODE OF PRACTICE FOR LAND SURVEY iq D �FJ fE 1C gl Z STATE ASSOCIATION OF PROFESSIONAL LAND SU s G t o Lot 4 N Subdivision- �' "Wildberry Fields" 17.2' eM " oA v 24.0' \'O CC. V� HOWARO W.YOUNG,N. .S.N0.4 3 .�A N 1.4N 13.0' p' / DANIEL A.WEAVER,N.Y.SW S.NO.5 1 N FOUNDATION O 1.3 04.70 -54.6--,- 12.9' v- 8.9' 240 SURVEY FOR 3 TWIN BANNS LLC LOT 4 "WILDBERRY FIELDS" E " -, \ at Southold, Town of Southold Suffolk County, New York / FOUNDATION LOCATION SURVEY o � 01 N \,O County Tax Map District 1000 Section 51 Block 03 Lot 12.10 o � � o FIELD SURVEY COMPLETED JAN.25,2022 i MAP PREPARED SEPT.13,2022 Record of Revisions 025 15"W / � REVISION DATE 46 56 // \ FOUFOURS NOI NOV. 29 202NDATIONN LOCATION APR. 11 2023 - - LEGLLE,,ND — _ \ CC =CONCRETE CURB -� CMF =CONCRETE MONUMENT FOUND _ CMS =CONCRETE MONUMENT SET �� - 1 WSF = WOOD STAKE FOUND 40 0 20 40 80 120 WSS =WOOD STAKE SET \ =END OF DIRECTION/DISTANCE Scale; 1" = 40' CL JOB NO.2022-0020 1 DWG.2022_0020_foundation_loc 1 OF 1 400 Ostrantlertel.63132703 Po-r�3 x.631.f27.0144 V+ admt�yo;mgenglneering.com 50 �No Howard YL Yourg,Lmd Survoyor /� Thomm 0.WolpcK.FYoPeeo`onal Engvieer — Dougl4u E.Adomo,Ro4eastonal Erglneor � Daniel A YieaYef,.L.rnitl Surveyor 4 N — m� SUFFOLK COUNTY.7EFi.RTid,tNT OF HEALTH SEHyitES aN�• SITE DATA APPROVAL OF CONSTRUCTED T:'ORKS FOR A SINGLE FAMILY RESILIENCE AREA=37,841 SQ.FT. SEP G Z4 SUBDIVISION-'WILDSERRY FIELDS"FILED nV THE OFFICE OF THE CLERK OF DatE: H.S.Ref.NO.j��2_aO3 jj_ W -` L � E SUFFOLK COUNTY ON JUNE 21.2001 AS FL.E NO.10541. TMe<ewa;e Cisousa:Ird vra:ersuppfy fa:iGn:s a::h's:os-In2u have.t;->c+ �'zs' - msFectedandjarcrrnPedbyth1sDep -0'-.tactLergtndesznd b� 1PIJi5N31%'M31Syd0 301 d i0 iourd It-be b%factory FOR A MAKIFAum.OF_(,�mRoo^a5, m 53DIA113S H1�"pMo H1p Ins S Q�4ZOZ 90 d3S Ck E D K,'AS1L .AN CHIEF. ...+:'F:1F i!'A�iC r.•AB:.:G::"?':: � I 'f�.•IC /J I\ TI 1po 'wv 1 I I 1 Lot 3 I Subdivision-4W Idberry Fields° 1 1 1 SANITARY MEASUREMENTS woAoaumea< 3 I I A a _ �N S88"55'29"E 26804• r SURVEYOR'S CERTIFICATION R OWTS 375' 195' Wpap vu8o WH -WE HEREBYCERTIFYTO TWIN BARNS LLC.CITIZENS ' z DB 46' 315' 9i aErnucBac III BANK,N.A.THEIR SUCCESSORS AN lBN6 L6I 555' 37.5' Lot �, co Q / AS THEIR INTEREST MAY APPEARi I r subdivision tt11 voq.J / / AGENCY LLC THATTIUS SURVEY WAS PREP QE LP2 52' 1.5 ��t Eaun+u>rr J WITH THE CODE OF PRACTICE FOR LAND SURVEY AD LP3 52' 31.5' 0 "WildbefTY Feld' ausorxo 6BHam¢ / �' r STATE ASSOCIATION OF PROFESSIONAL LAND LP4 615' 39.W n 1 vAw Y.'•= al " wHt :•"u ,•oEa� c I O / / NOWARD W.YOVN6,NY. NO.4U93 ',(R`,!:s J��O' S ut �DAlB "e+r z '• ivy _ ry0�//I r DANIELA.WEA 22Y203nN0.5om O SUR $u mv"'a v+oY wusea4.".cE SURVEY FOR �o TWIN BARNS LLC rZ V LOT "WILDBERRY FIELDS" at Southold,Town of Southold Suffolk County,New York ' o FINAL SURVEY I S sct ga w,�s 1,r, !`>__<b�'LyQ z 1�",yr - - eounry T;Y upp o�.�at 1000 s..�e� 51 a� 03 tw 12.10 ��,LC$ nryd (1 /' �'' FIELDMAP SURVEY COVETED AUG.06,2024 2024 " � r��ad - /' /' LEGEND �- 5'1 ��� �\ CC CONCRETE GIIRB REVISION Record of Revisions DATE 579°2 W �.7{Ptiyti�� � �' 46.56' �' I`\ CE CELL AR ENTRANCE CH}/,7 7 (}l d3a7 - MNEY T'-.t�W CDC =CASTIROCN COVER VZD�+ O v CMF =CONCRETE MONUMENTFOUND CMS =CONCtE'%tNUMEM SET — DI =DMINA6EINI2T `•� 1 T WIF WIRE FENCE WDF =WOOD FENCE WSF =WOOD STAYS FOUND WSS =1lOOD STAKE SET 40 0 20 40 80 120 1 =END OF DIRETO.%ANCE RE HYD RANT Scale:l°= 40' FI JOB NO.2022-0020 DWG.2022_0020_fs 1 OF 1 t; .N.",ATMN fF St;I'TI'.w 72'9 pF Thr NF.H Y^,RK STA1T EC ICATIfN LAW (1) ;TaNCES SNCNN RFRrnN FROM PR!WERTY:WFS-"t Ea1E^N�STN+IfTURE+ARE FOR A SPECTC POPN ISE AND AIL W TC PF I'SEO TO ESIARUSH PRnrFR'Y LINES OR FOR ERECTION OF FCNCFS 0)COPIrS OF THIS S',IRYFY MAP NCT BFAR',N�, THE LAND SLR VEYOR'3'NKED«SEAT.OR EMRF'S'�O 9FA! `.:HAIL NCT BE CON9ORCD TO SE A T'AUD TRUE COPY.(A)CCRttICA. (';.INAF'M^R:ffG ALIHA,L t OR A'.;,?*(n+E ERR FIR 9 r- AND TO THs ASSv;NEES OF'HE e'tAINO INS"'�I^?i f`EP'�rli:tl' {) !x;,SFP':;.TANKS;;T)h!ter 5;vtx`t:(CP)SHCNN NCRF`v ARE FRCA.t FFRD OPSERti A!fONS AND ON DATA CAT4;NE0 FROM TMERS NlSNrntO�E ki:,N SMa.I RL'N A'- ^T.+ PERSON SIRW»IS A THE SL, ( !S FitCF�ARFD A.N;:ON "BFnn1 ,O TT C.IC rFYaPawY,GO•.ERNatEN iAt AGENr,T ANC IENO;Nf.;N;/INTMN tLTED HEREON, A .Rt;ARE NL'T TRAN;F ERA5:.E'D ACU3^�pNAL FN�T;TUTION�L`R S!.'BSs'��!E 4T ONwF Rom. 5 `I+` :OF a^^ta OF xf1:<_ 7 U� R: 400 Oatronder Avenue, Riverhead, New York 11a01 40 tel° 631.727.2303 fax. 631.'127.0144 A�(�N � ' L��B�' adminc�youngenglreering.com 5 Howard W. Young, Land Surveyor / Thomas G. JNolpert, Professional Engineer Douglas E. Adams, Professional Engineer Daniel A. Ncover, Land Surveyor T�o ��°' ! SITE DATA - 4 t ,;•, . ,. I, . . p `� ""' AREA = 37,841 SQ. FT. EP E a,�_,020 3 t `7�1 �` *SUBDIVISION-"WILDBERRY FIELDS" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON DUNE 21,2001 AS FILE N0.10641. ,. < c, t ,,. ..:. ,a,. o. 't +•{ +i,., - �09 aa:`.d 101 }, ) i yt f w� �,... •" •- p,,. :X .'° , (p �cP,�` 1 �'��I���� t«�5 til•4��0 �01�d0 F r+"' t0 I�'� t i ( I I Lot 3 ' Subdivision- "Wildberry Fields" I I t ( I AI SANITARY MEASUREMENTS ', PROADPAND BOX I rn I WIF CICTRANSFORMER ( ro A 8 0.3 N 588055'29"E I WI SURVEYOR'S CERTIFICATION � WIF 268,04 E F LECT'RICMETER 0•3 N 3 v OWTS 375 19.5' ¢ vl WOOCPANEI."Za �y *WE HEREBY CERTIFY TO TWIN BARNS LLC, CITIZENS 46' 315 ¢ ..6' ELECTRICPox�='� ' BANK, N.A. THEIR SUCCESSORS AN IGNS N LGI 55.5' 37.5' Lott "- r1;� -% AS THEIR INTEREST MAY APPEAR �f` trz. kp,, Subdivision- 1 � 40.z POOL 3 AG E N CY LLC THAT THIS SURVEY WAS PREP�Adf�D N�CC�p LP2 65' 45' POOL EQUIPMENT I (a � a �. b Z "Wildberr Fields" y r WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADO, " LP3 52' 31.5' Y 1..% i GENCRATOR / I / STATE ASSOCIATION OF PROFESSIONAL LAND S°�IRVEYfJRS,kl - '�. Oo s I MASONRY LP4 615 39.5' PA-IO ROOF Ni 1 OVER _ ! _.._..... WATER staeENRoaM- wlNDnw WELL WOOD sEavxE 14.4' AC UNITS ON24.4' I48 + r w J` �F Lv t PLASTIC CONCRETE ! A WOOD �: ?.4.3' 1 '.i„ j � W DOW WELL 41.3' N DECK ;i I `s woob / Vol / / HOWARD W.YOUNG,N.Y.U.S.NO.4 93 � N CONTROLPANEL VENT n 12.7' w t WALLS �O. / \1 DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 r 2 STORY FRAME ,BLOWER � 4 HOUSE A GARAGE WD g in 12,7' v a )�F - ) O 5g 1 — .�- --- CCQ 16 23.5' 6 � t � a -41 24.3 SURVEY FOR y o LWOOD @ ROOF OVER ,I•, \, ANDING� )+"` / TWIN BARNS LLC WOOD PORCH -� STONE DRIVEWAY LOT 4 "WILDBERRY FIELDS" E SANITARY �� \ SYSTEM at Southold, Town of Southold Oo Suffolk County, New York FINAL SURVEY County Tax Map District 1000 section 51 Block 03 Lot 12.10 q , / FIELD SURVEY COMPLETED AVG.06,2024 MAP PREPARED AUG.09,2024 LEGEND _ cc - .� Record of Revisions - M --- "��9°25'15"`N •.� / REVISION DATE CC =CONCRETE CURB .. S f ! CE =CELLAR ENTRANCE MAT �•' CH =CHIMNEY CIC =CAST IRON COVER CMF =CONCRETE MONUMENT FOUND �- ��— CM5 =CONCRETE MONUMENT SET DI =DRAINAGE INLET WIF =WIRE FENCE _ _.._,.._ __......... WDF =WOOD FENCE WSF =WOOD STAKE FOUND 40 0 20 40 60 120 WSS =WOOD STAKE SET a t • =END OF DIRECTION/DISTANCE Scale: 1" — 40' a y i =FIRE HYDRANT t JOB NO. 2022-0020 DWG.2022_0020_fs 1 OF 1 ,A`� CERTIFICATE OF LIABILITY INSURANCE DATE{Miti12/ 2 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERS), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WANED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: SPECIALIZED INSURANCE&SERVICES PHONE - FAX - 204 RTE. 112 E-MAIL Yl AlC No PATCHOGUE,NY 11772 ADDRESS: SRU@SPECIALIZEDINSURANCE.COM Auto-Home-Business-cycle-etc. INSURERS AFFORDING COVERAGE NAIC N INSURERA: MARKEL INS.CO. 1301 INSURED INSURER B: ROSS BROTHERS CONSTRUCTION INC INSURERC: 595 NORTH STREET INSURER D MANORVILLE, NY 11949 INSURERS: INSURER F- COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER (MMIDDIYYYYI fMMIDDIYYYY) A COMMERCIAL GENERAL LIABILITY Y Y MKLVIPBC002323 2/11/2022 2/11/2023 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ®OCCUR PR M SES Ea T9T nce $ 300,000 MED EXP Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1.000 000 GEN'L AGGREGATE d MIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY X PRO2,000,000 - JECT LOC PRODUCTS-COMPIOP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTYDAMAGE $ AUTOS ONLY AUTOS ONLY Per accldenl $ UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED77 RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETORIPARTNERIEXECUTIVE N!A E.L EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) BELOW ARE LISTED AS AN ADDITIONAL INSURED FOR THE GENERAL LIABILITY ON A PRIMARY AND NON-CONTRIBUTORY BASIS WAIVER OF SUBROGATION APPLIES IN FAVOR OF THE ADDITIONAL INSUREDS. CERTIFICATE HOLDER CANCELLATION . TOWN OF SOUTHOLD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE PO BOX 1179 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. SOUTHOLD, NY 11971 AUTHORIZED REPRESENTATIVE ��� ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD NYSI F New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 0 � NA^"^^ 833678843 ROSS BROTHERS CONSTRUCTION INC 595 NORTH STREET MANORVILLE NY 11949 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER ROSS BROTHERS CONSTRUCTION INC TOWN OF SOUTHOLD 595 NORTH STREET PO BOX 1179 MANORVILLE NY 11949 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12268 337-9 604706 04/01/2022 TO 04/01/2023 12/12/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2268 337-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, /OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://VVM.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT JOHN ROSS VP GREG ROSS ROSS BROTHERS CONSTRUCTION INC TWO PERSON CORP THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. 1 NEW YORK STAT SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:547465261 DECLARATION OF 29301AmT9 am xmsn•Qr� J THIS DECLARATION, made this 171day of tp4fual , 2022, by BETA I1, LLC, having an office address at 230 East 85th Streett, New York, New York 10028-3099, 21M GENERATION PROPERTIES LLC, having an office address at 230 East 85I Street, New York, New York 10028-3099, TRIBERRY FIELDS, LLC with an office address at 230 East 85th Street, New York, New York 10028- 3099 and Soundview Avenue, LLC, having an office address at 230 East 851b Street, New York, New York 10028-3099, hereinafter referred to as the DECLARAINT: W I T N E S S E T H WHEREAS, the Declarant is the owner of certain real property situate at Greenport, Town of Southold, County of Suffolk, State of New York, part of which is known and designated as lots on the Nap of wildberry Fields filed in the Office of the Clerk of Suffolk County on June 21, . 2001, as Map No. 10641, and more particularly described on the annexed Schedule A, and part of which is located on separate adjoining lots described on the annexed Schedule B, C, and D. WHEREAS, the Declarant desires to provide for the preservation of the values in natural beauty of said subdivision and adjoining lots as well as to insure that all construction on all of the lots is harmoniously designed and planned and to this end desires to subject the property. to Covenants which are all for the benefit of said property and the owner of each portion thereof. NOW, THEREFORE, THIS DECLARATION WITNESSElTH: 1 t ' 1. That the Declarant, for the purpose of carrying out the intentions above expressed, does hereby make known, admit, publish, covenant, and agree that the said premises herein described shall hereinafter be subject to the following covenants which shall rim with the land and shall be binding upon all purchasers of said premises, their heirs, executors, legal representatives, distributes, successors, and assigns: (a) Except as. to Lot 10 on the Piled Map No. 10641, no structure, coop or enclosure for the keeping of chickens, pigeons, ducks or any domesticated fowl, or any farm animal shall be allowed on any of the lots at any time; (b) No more than three dogs and three cats shall be allowed on any of the lots at any time; (c) Except as to Lot 10, no horses shall be allowed on any of the lots at any time; (d) No travel trailers, mobile homes, trailers, commercial trucks, equipment, commercial vehicles, including but not limited to limousines and taxis, unlicensed or derelict vehicles or any other similar property shall be parked or stored within any of the lots at any time unless parked or stored inside a garage; (e) No structure of a temporary character nor any tent, shack, garage, barn or other outbuildings shall be erected or maintained on any of the lots, except for farm buildings on Lot 10, at any time, provided however that nothing herein shall be deemed to prohibit the construction of a pezmarent garage; M All garbage cans and equipment contained on any lots shall be walled in to conceal them from view of neighboring lots, roads or streets; (g) No lot shall be used for dormitory, hotel or multiple occupancy' use provided however that single-family occupancy shall not be deemed to 2 t constitute a multiple occupancy use; (h) No lot shall be used for commercial or industrial use, except Lot 10 may be used as and for a farm and all aspects of farm production as defined in the New York State Agriculture and Markets Law;. (i) No dwelling shall be erected on any lot unless it contains a total living area of 2,500 square feet or more, excluding from said living' area the areas of utility rooms, attics, garages, carports, Porches, breezeways, balconies or terraces, and in the case of any dwelling having more than one story, the total living area of the entire dwelling shall not have less than 3,000 square feet excluding from said living area the areas of utility rooms, attics, garages, carports, Porches, breezeways, balconies or terraces; (j) The exterior of all homes and garages shall be finished in natural materials e.g. wood, hardiboard, cedar shingles. (k) Only permanently constructed below-ground swimming pools shall be allowed on lots; (1) only natural materials shall be used for exterior construction on any lots except with the written permission of the Declarant; (m) No satellite dishes shall be allowed on any lot. 2. These Covenants and Restrictions shall expire thirty (30) years from the date of this Declaration. 3. The covenants and restrictions of this Declaration shall run with and bind the land and shall inure to the benefit of and be enforceable by the Declarant, and the owners of any lot and their respective heirs, executors, administrators, legal representatives, successors and assigns and by any Homeowners' Association. However, nothing in this .declaration shall be construed as obligating the Declarant to supervise compliance with or to enforce these covenants and 3 restrictions and no person shall: have a cause of action against the Declarant for his alleged failure to so supervise and enforce. 4. In the event of a violation or breach of any provision of this Declaration, the Declarant, or Homeowners' Association, (if any) , or any aggrieved' lot owner, may give written notice to the violating owner setting forth in reasonable 'detail the nature of such violations or breach and the specific action or actions needed to be taken to remedy such violation or breach. If the owner shall fail to take reasonable steps to remedy such violation or breach within forty-five (45) days after the mailing of such notice, then the Declarant, Homeowners, Association or aggrieved lot owner as the case may be, shall, in addition to any and all other rights provided by law or in equity, be entitled to recover any and all costs and expenses incurred, including reasonable attorneys fees, in any action or proceeding commenced to cause the violation or breach to be remedied. IN WITNESS WHEREOF, the Declarant above-named has executed the foregoing Declaration the day and year first above written. - ;BETA�ose Caiola,EPROIF-S 2ND G -- Rose Caiola, Member 4 TRIBERRY B. L By: Rose Caiola, M r Soundview Avenue, By: Rose Caz er STATE OF NEW YORK) as: COUNTY OrAfEwVizky_ On the Oi4w of 12 tQ in the year 2022, before me, the undersigned, personal y appear8d ROSE CAIOLA personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity and that by her signature on the instrument, the individual(a) ,-or the person s) upon behalf of which the individual acted, executed the instrument. Notary P&JIC SOPHIA BIRAGLIA ' NOWry public,State or Newyork R• 15tratl0n#01 B14775489 Quall�i�d In Westchester Coon CorOmhil0e Expires Mai 31,� . 5 SCHEDULE A All that certain plot,piece or parcel of land situate lying and being in the Town of Southold, County of Suffolk and State of New York,know and designated as lots 1 through 9 and the building envelope of lot 10 on"Map of Wildberry Fields"filed in the Office of the Clerk of the County of Suffolk on June 21,2001as Map No. 10641. SCHEDULE B Lot: 012.003 ALL that certain plot,piece or parcel of land,situate, lying and being in the Town of Southold, County of Suffolk and State of New York,bounded and described as follows: BEGINNING at a point on the southerly side of Sound View Avenue which said point is 785.31 feet westerly from the intersection of the westerly side of Clark Road and the southerly side of Sound View Avenue; RUNNING THENCE South 11 degrees 41 minutes 40 seconds East 577.90 feet to a point-and RUNNING THENCE South 78 degrees 18 minutes 20 seconds West 143.32 feet to a joint and lands now or formerly of Walter Sawicki and RUNNING THENCE North 11 degrees 11 minutes 30 seconds West 559.74 feet to the southerly side of Sound View Avenue RUNNING THENCE North 84 degrees 22 minutes 30 seconds East along the southerly side of Sound View Avenue 3.90 feet and RUNNING THENCE North 70 degrees 26 minutes 00 seconds East still along the southerly side of Sound View Avenue 135.79 feet to the point or place of BEGINNING. SCHEDULE C Lot:012.006 ALL that certain plot,piece or parcel of land,situate, lying and being in the Town of Southold, County of Suffolk and State of New York,bounded and described as follows: BEGINNING at a point on the southerly side of Sound View Avenue which said point is 514.40 feet westerly from the intersection of the westerly side of Clark Road and the southerly side of Sound View Avenue; RUNNING THENCE South 11 degrees 41 minutes 40 seconds East 615.00 feet to a point in Iands of Caiola; RUNNING THENCE South 78 degrees 18 minutes 20 seconds West 132.09 feet to a lands of Frank S.Sawicki;and RUNNING THENCE North 11 degrees 41 minutes 40 seconds West 596.74 feet to a point on the southerly side of Sound View Avenue RUNNING THENCE North 70 degrees 26 minutes 00 seconds East 133.35 feet to the point or place of BEGINNING. SCHEDULE D Lot:012.005 ALL that certain plot, piece or parcel of land,situate,lying and being in the Town of Southold, County of Suffolk and State of New York,bounded and described as follows: BEGINNING at a point on the southerly side of Sound View Avenue which said point is 647.75 feet westerly from the intersection of the westerly side of Clark Road and the southerly side of Sound View Avenue; RUNNING THENCE South 11 degrees 41 minutes 40 seconds East through land now or formerly of Frank S. Sawicki 595.74 feet to a point; RUNNING THENCE South 78 degrees 18 minutes 20 seconds West 136.26 feet to a point in lands now or formerly of Frank S.Sawicki;and RUNNING THENCE North 11 degrees 41 minutes 40 seconds West 577.90 feet to a point on the southerly side of Sound View Avenue;and RUNNING THENCE North 70 degrees 26 minutes 00 seconds East 137.55 feet to the point or place of BEGINNING. I a Young N>< Young, Land STLTveyoTB m i00 Oalronder Avenue. RmerheDd. Raw York I/801 881-727=2303 Aldan i Y—W.Pmfemond 8nVuww d Lana Sum%VW �'� Revrard I Y Land Starwyor fMmoe C I•LparL�oltee►olwl 8*V�e+' �1a11o1 ^ f 'I HUEBY CMIWY THAT ALL L07S SHOWN ON TILLS PLAT COIIq,Y vM f 1� 10 G-1 MODWIED P THE BLMM CANT CROKANCE OF THE OF THE Of TOM LAW •OWT AS �j =OF THE CODE OF THE TOWN OF SWIHOLI) �.3 2 J PRDWAL MiG 8t ACCESS 1f SETBACKS FOR ALL LOTS Of THIS A6!3 OEVSLOPYOIT SHALL CONFTRY TO THE R-AO T7mm UsE DISVW LOT !LOTH SHAH BE AS SHOMaN KOWAW w YS S tIC NO 43603 I HEREBY CERTIFY THAT THIS YAP WAS WADE By ACTUAL SURUETS OOI�LEIED OCT08ER 18.1884 AND THAT ALL CONCRm NOOOtETLTS SHONM WA ■ACTUALLY E10ST AND THEIR P05111ONS AAE ACT Y SHOW AND ALL OOIk7LSONAL AND GOODEif--C C ARS ARE ACT' W HYS S ITC NO 43803 THIS IS TO CERTIFY THAT THIS SUBOAM PLAN HAS BIEN APPROVED BY THE PLOJMC BOARD Or smnNCLO iao woo DATE Or APPROVAL S;HA�VAN OF PLANNING BOARD) CDVENANTS & RESiWcm" (� ON MARCH % 1s�7 THE OF COUNTY D ARJMWTAPPROVAL OF THE APPROVAL OF TOS MAP DOES NOT C�SiITTE THE ACCEPTANCE HEALTH SERVICES BOARD Or RLIALTR GRANTED APPROVAL TO OF 10GIIYlAY1 SHOWN 1NEREON AS PUBLIC ROADS TIE REQ=VOR THE VARIANCE TO LPOtAR1f ON-SITE WELLS SU&ECT TD TIC FOtONeLO Cr0110110I3 T ALL LOTS V L BE InUREa TO HAVE IKOW NAL TEST WELLS A OECIARATLOI OF COVERM15 AND RFSTRICRON4 HAS em nm PRIOR TO APPROVAL 7D CONS= T ANY LOT W IC H DOE,NOT W THE 9ffOLIC COUNTY CLEFM OFFICE NN L9=M2NL CP .9I MEET TIE 1FATT8 OdUnY STANDARDS SHALL K0T BE BUST UBER W�� UPON lOITII PUBUB WRIER l AVARABIE 2 DRY WATER MAWS AND LATERAL SOMM LANES FOR ALL SPNNSION LOTS SHALL BE IRSTALLED ACCOMG 70 A DESIGN APPROVED 1R THE DEPARPIT OF HEALTH SERMCEpoop"us 3 A COMDIANT FOR EACH LOT HAS BEER FILED WW • ... • 118ER Ilm CP RA I*=P is TRANSFER OF ANY LOT,PP TO INSTALLATION OF ORY WATER MAINS AND NIO=AN ACCEPTABLE TEST WEU. FtKIK R.TiE COVENANT REOLIMWES 111E OTiTIQH TO COWECT A FUSLICCONNECTION TION COSTS R HOUSE AM BE WE AND NO1F5 THAT OOtIHOCR01 Ctrs 4 LOT 10(130 ACRES))NOTED ON THE SUBOVaM=YAP SHALL Be OOYQiANTED.IN LANNILIAGE MCIPTABIE 70 THE COUNTY _ .a, ATRYDIEY.II HAT R KILL.TNEMAOL AS OPEN SPACE(NO A IVO LTURAL OPE MATCH O LOLL PUBLIC WATER IS AVAILABLE rax TO ALL OF 7NE SUBDM=LOBS UPON INSTALLATION OF PUBLIC TYAh7t THE PARCEL MAY BE USED AS AN AMMILiURAL v Q ME EASENEMT AREA THE COVENANT SNAIL ALSO NOTE THAT LOT 10 CANNOT BE FUR N RTSU80yOED 01hMER �' i o ROAD 230 EAU Ns 1H STREET TYPICAL PLOT PLAN NEW YORK.MY 10026-30011 SITE DATA. 1 TOTAL AREA-22 3828 ACRES THE WATER SUPPLY AND SEMAOE DISPOSAL FACILITIES FOR ALL LOTS IN 2 TOTAL NO OF LOTS-t0 THIS MVBZWDR SHALL OOAPLY VM THE STANDARDS AND REOURE- 3 D>fIN6 USE OSTRW 9D11S OF TIE SIIFFON COUNTY DEPARTMENT OF HEALTH AT THE WE NOTE *A-O'AGRICULTURAL COHSEIATON OF CDNSTRL=ON • -YONUttf?IT FORE �i/dOsrllsHl! Gf/a �f O -MOA1LBTeT TO 8E SET TH—C WOLFW4 PE HYS LIC NO 61483 FFOLK COUNTY DEPARTMENT OF HEALTH SERVICES HAUPPAUGE. N Y kkb 17= MAR 0 �J_,,� —mm DALEM 8 ���i""�"�' FINAL PLAT k'OMFIN �„ N L HMO, .�A WILDBERRY FIELDS On m DOIO�Dfl�I�TTOO °"oae uct= At:SOUTHOLD Town oi: SOUTHOLD OF IFEAT TIE rm. tI AiID ARE-cgs TO ars PURRO IT 10 tIKIS:B AILS APrROVAL WAt1. Suffolk County. New YOTk I VIE fS*LW S MV"OR OWaOPL,W UMNSMLY COUNTY CLIM WOOL an WAR O'1H3 DATE Oa=a ISOR i a mm OF TICS IIAP DN mm NHS EIIDa!! um 1000 81 3 122 DFRW QF THE CdDnY CLERK DN ACCWaAHCE ID1N $ull CO TDK b1Op . 1000 51 3 124 IIM PUBLIC FIEAI IN LAW AND THE SUFFOW COIOKY$AwMy as,01 .51 . uI I� "% p9 cd'a v� °`d K� °`�%�`°° � ti cr I . - M OM & $14 t ,,a0 o' % c Qo� Reehaarr a Basin% OW SIP '0 fib°to °� S. •3`�.V. ���d d 5 L-4202r +>• . a truer v1�,t6 �� ate. tr p Fl P, d M't� XMI sr a 34133 sr mus SFr O ' R q t �. �� 01 a Jed SF sr81t S 7 +.s $ I at 135M Atf�Ei `b► � . K 8 & taut At1EA_69 M SF teaea tosatr 0 4satr or g � � eN 103445 W 6130E N t M too or = now or formerly Bettina Coiob '^g O ff N 1 N I NOW ■ now or formerly Sal Coiolo w t' Sir (v°cm't) '^t N/0�44M• 7110W AOf CMTURAL- II I r EASE UM AM_tZ Star AMno � w now or formerly Bettina Colola $ etanata AM.3M9 SF �Oad 4 m t 11r N 1009'3W W 1 11842W m • Young & Young. Land Suneyom 400 Osh-uW Avnma. Rvienu td. Nqo York /$Sol 430-727-2303 Aldan C r*wW. Pmfe awnat Snyaww d Land Swvayor I� Aetaard b' Y �D Land 3lnvayor 17.omos C IoEPorLp1aA;er4t/S011at Snpauer 101 'I HEREBY CERTIFY THAT ALL LOTS SHOLWR ON DO PLAIT COMPLY WITH �J rt I o L Lf'( THE MUM ZONE ORDV ANCE OF THE TOVIN OF SOUTHO D,DWI AS ""(-n MOMLED PURSUANT TO SECTICN 278 OF THE TOWN LAW AND ARTICLE INTO OF THE CODE OF THE TOWN OF SWTHOD 1�b9 �`��a 5 PRDiOPN. G«ACCESSM SEIBIWL''FOR ALL LOTS IN THIS DEVELOPMENT'SHALL CONFORM TO THE R-40 ZONDSG USE DISITLTOT LOT WIDTH SHALL BE AS S IM 17Wt.'S11 mb LL..rwA u. W YS QS CSC NO 43003 '1 HEREBY CE RTWY THAT TM MAP WAS MADE BY ACTUAL SRTVEYS COIOLEIED 0CM8ER 19.1994 AND THAT ALL CONCRETE MO UMENTS SHOWN THUS ■ACTUALLY DOST AND TNM POSITIONS ARE CORRECTLY 900 AND ALL IIIISk MONAL AND GOCOETIC OETTABS ARE CORRECT' 46—i M/l.�M.r..- W NYS ILS UC HO 45W3 THIS IS TO CERTIFY THAT IM StBOWISON PLAN HAS BEEN APPROVED BY THE PLANNERS BOARD OF SOUTMD ioo a0D +mo DATE OF APPROVAL M�1AN (TOWN OF SOUIHOLD PLANNING BOARD) COVENANTS& RESiRICT10NS ON MARCH S 14, S G THE OF FOLKRM COUNTY DEPARTMENTOVA OF THE APPROVAL OF THIS MAP DOES NOT CONSTITUTE THE ACCEPTANCE DIE RL�O=FOR BDIEE VARIAN TO IETIPORARYVON-SITE OF HICKWAVS SHOWN THEREON AS PUBUC ROADS WELLS SUBAscr To THE FOLL014!!d0 OCrm+T10FIS T ALL LOTS V L BE REOLRSiED TD NAVE GOLmAL TEST TAM A DECLARATION OF COVENANTS AND RESTWTIO S HAS BEEN I= PR=TO APPROVAL TO CONSTRUCT ANY LOT 814C1 DOE$NOT IN THE SWOLK COUNTY CLERKS OFY•TOE IN LSSERJ12311L CP� MEET THE WATER QUALITY STANDARDS SHALL NOT BE BLIET L18ER C+_ UPON UNTIL PI8 WATER IS AVAILABLE 2 DRY WATER MAWS AND LATERAL SERVICE LINES FOR ALL TEP BE � A DESIGNAP�8tt HE DEPMIMtM OFHFALTN=VCW 3 A COVEMANT FOR EAOR LOT HAS SEEN FILED LSRQIER • Vie+ • LIBER UM CP M TY=PR011l8115 TRANSFER OF ANY LOT PRIOR TO INSTALLATION OF ORY wATER MAIMS AND 9LTHOUT AN ACCEPTABLE TEST BELL FURMM THE COVEANT REWIRES THEVAI ,O 70 CONNECT RHINO WATER R KOM AWEL BEVAILABLE, BLE AND NOTES THAT ODt87ECRO1 COSTSSTS 4 LOT 10(13 8 ACRES)NOTED ON THE StBO VM=MAP SHALL BE COVQAHM.DR WtWAGE ACCEPTABLE TO THE CWNTY ^ t f1 ATTORILLY,THAT IT WILL TOM AS WEN SPAN(NO ACRCL3)LTURAL OPERATIONS)UNTIL.K m WATER IS AVAILABLE a TO ALL W THE SL=rr3OR LOTS UPON INSTALLATLOE W is PUBIC WATER THE PARCEL WAY DE USED AS AN AIRCIAW RAL �Q R6EtYE EASEMENT AREA THE COVENANT SHALL ALSO NOTE .� 1HAT NOT f0 CANNOT BE FUROILRISJ80M0® OTF t ! attok Sam WA ROAD 230 EAST e:t TH STET TYPICAL PLOT PLAN NEW YORK,MY 10028-3099 SITE DATA. 1 TOTAL AREA-223M ACRES THE WATER SUPPLY AND S:IIAGE OSPOSAL FAM=FOR ALL LOTS IN 2 70TAL NO OF I=-to ��D � Y MT E SAIAIMAR TM� - 3 ZOMM USE OLSl1ICf OF RENTS GERM SIMOUK COUNTY IDLE mE NOTE A-C'AW4CULTuRn COESEWATIOd 'I, CH • -MONW a FOUND �/ 07ft e WO�t rf o -MdpRB:TET 7O 8F SET THUMPS C VUU%RT.PE NY UC NO 61483 FFOLK COUNTY DEPARTMENT OF HEALTH SERVICES HAUPPAUGE. N Y hil 2 7 DAIS IAEV>90NS ATE MAR 0 8 M L.rA&&- R FINAL PLAT 6 t0 ClRti�THE PR ' R N TALn MW A WIWBORY FIELDS PoR 1Kl VATE 1MSPOSALF ussI °NC MITO COREVAICT= At:1OUTHOLD Town of: SOUTHOLD AKDAROS N ETFEOT A7 7NE TIC OF AM ARE S1IBRCT TO ARA1E PERIOTS wMlawn 10 TJPSE.4�AI�B I=AFMWALL WALL Suffolk County. New York VAVID QdY W 71N IlGt1Y Aa10IY190tt OR 0DRM0101T MAP N DULY TItOI TI!E OdINTY OtF10L anH71 OK YEAR OF 111E OAR ta1Mt1T 1s OI1�fI FOR TIt<FiltlRO OF DO;MAP RR MM THIS DRDOR6 UM 1000 S1 3 122 N THE OFFSC6 OF 71 E COISKTV WM N AOCaAOANCE M1TM Stiff Co Tax Map , 1000 St 3 12 4 OF 11[F4181 C IREALTII LAW AIRO THE UFFOLK OMM SANTARY osuee /_L��� Y ®r0 Idl y 1 p9 ea'a r _ e�y of too v.On 0 we e , ' w of t ��//Q11 °fie t to logo�a Rech I man SFBostn O s 3' L-UP24' +► . gym, S-0 L t LP O 6SIP f s to mat to sD6S9 sv>< O ' N 1 �. $s pl✓ _ M o 76�SF 318411 W t N a tesfe>! taaow 0 lWair 1 206090' 9 t N 103445'W B1300' t N 1 W 2Waar _ • t� t � t now or formerly Bettina Coiolo S 10' ;E(vocmU $ 2fa0a A N ICIYaY W Moor e now or formerly Sol Cmola w Name in � � N 1aW4a'W 2WWJ A7aOLUILW IL-REM= fir. [ASIMCIF AREA.IZ MY AM \ ` JOe OUMAMAM IN-SF now or formerly Bettina Cotolo t it s0oo' 4 am f0692tr N 1O SW W 1184 20' ,.a JCCUPANCY OR ' APPROVED AS NOTED USE IS UNLAWFUL - DATE,'-;'aoa3 B.P� 90 WITHOUT CERTIFICATE FEE BY. NOTIFY BU DING DEPARTMENT AT JF OCCUPANCY 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE COMPLY WITH ALL CODES OF 2. ROUGH-FRAMING&PLUMBING NEW YORE STATE & TOWN-CODES 3. INSULATION AS REQUIRED AND CONDITIONS, OF.' 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. SOUTHOLD TOWN ZBA ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OFTHE CODES OF NEW IOUTHOLVTOWN PLANNINCt'BOAAD. YORK STATE. NOT"RESPONSIBLE FOR `$OUTHOLD TQWN TAUStEES DESIGN OR CONSTRUCTON ERRORS N:Y.S DEC DO NOT PROCEED WITH RETAIN STORM WATER RUNOFF FRAMING UNTIL SURVEY PURSUANT TO CHAPTER 236 OF FOUNDATION LOCATION OF THE TOWN CODE. HAS BEEN APPROVED. Fire separation TRUSS PLACARDING REQUIRED required as per NYS Code All exterior lighting installed,replaced or shall rM PLUMBER CERTIFICATION repairedto Chapter 1720 ON LEAD CONTENT BEFORE of the Town Code CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER I SUPPLY SYSTEM CANNOT ° EXCEED 2110 OF 1%LEAD. �enm�w.>�seCrnon Must provide Manual' PLUMBING D, J and S as per A&WATER LINES NEED LL PLUMBING WATTS NYS Energy Code TESTING BEFORE COVERING Blower door and ductwork testing required, LA qA 0 q12 � 3-2x8 Drop Girder 3 8" sono tubes 48" below grade e- STRUCTURAL - GENERAL NINES � O O O O A. GENERAL Twin Barns 1 RELEVANT NOTES ON THIS AND OTHER STRUCTURAL DRAWINGS ARE 5. ALL FOOTINGS AND STRUCTURAL SLABS SHALL BE POURED ON O O I APPLICABLE TO ALL STRUCTURAL DRAWINGS. SEE SPECIFICATIONS FOR I , I ADDITIONAL REQUIREMENTS. UNDISTURBED VIRGIN SOIL OR COMPACTED GRANULAR FILL HAVING A J MINIMUM BEARING CAPACITY OF TWO TONS PER SO.FT. o € I N I 2. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE 6. THE CONCRETE CONTRACTOR SHALL COOPERATE IN SETTING ALL ANCHOR I I I NEW YORK STATE UNIFORM BUILDING o CODE,THE NEW YORK STATE ENERGY I �o BOLTS, INSERTS,SLEEVES, ETC. AS REQUIRED BY OTHER TRADES. - --- N ^ I CONSERVATION CODE AND LOCAL AUTHORITIES. EXTERIOR BRACE f --1 °x° € I r T-9 1/2"I I 3. CONTRACTOR SHALL INVESTIGATE AND VERIFY EXISTING CONDITIONS 7. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED. ALL SNAP TIES 3-9 1/2 LVL FLOOR JOISTS, i I j ° AND SHALL BRING ANY DISCREPANCIES OR SPECIAL CONDITIONS THAT WILL AND WALL PENETRATIONS SHALL BE CUT BACK AND GROUTED SO AS TO BELOW FLOOR ABOVE _ PRECLUDE ANY CORROSION, I I r -� 3-9 1/2 LVL AFFECT WORK TO THE ATTENTION OF THE ENGINEER AS SOON AS POSSIBLE. ------ ------- -------- ----------------- __ 1 r: c� I 4. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND ACCEPTANCE BY 8. ADMIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED, ' o _N Lot 4, Wildberry Fields > ENGINEER BEFORE FABRICATION AND INSTALLATION OF ANY WORK. --- --------= -- ------------------------- ---- --- i L ----- Ln I I m/ o 9. ALL REINFORCEMENT SHALL BE TIED IN PLACE BEFORE CONCRETE IS Subdivision, So l thdld NY - - - POURED,ALL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON ' ru ' o 5. CONTRACTORS MUST COORDINATE DETAILING AND LOCATION OF ? o C17 M GROUND SHALL BE SUPPORTED ON PRECAST BRICKS OR APPROVED CHAIR N m I = J N I PENETRATIONS, INSERTS, ORS,ETC.,O ALL DES A S RFUv11RF[7 ru � ANCHORS, F A TRADES D d PROVIDF ANn INSTAI I ANCHORS INSFRTS,HANGFRS,FTC A Ql I _J _� I. 10. ALL REINFORCING BARS SHALL BE CONTINUOUS EXCEPT AS NOTED, G BY VARIOUS TRADES. NOT ALL ARE SHOWN ON PLANS. LAPPED PER ACI 318, CLASS"C-, WITH 40 DIAMETERS MINIMUM, BENT I! 6. ANY INCONSISTENCIES 1N DIMENSIONS ON PLANS SHALL BE BROUGHT TO THE AROUND CORNERS W/12" HOOKS.FOR FRAMED SLABS, LAP TOP BARS AT _ � o I ATTENTION OF THE ENGINEER FOR RESOLUTION. MID SPAN BETWEEN SUPPORTS AND BOTTOM BARS AT SUPPORTS, - 3-9 1/2 LVL -, ---, C0 ---, 3-9 112 LVL I I REVERSE FOR FOUNDATION MATS. STAGGER SPLICES AND OFFSET --J I flush girder 1 F , ; -r. , I i SPLICES OF BARS AT OPPOSITE FACES. Owner " `- -J ` 7. ALL FRAMING AND WALLS SHOULD BE ADEQUATELY BRACED DURING ' 3 1/2 O.D. PIPE COLUMN ON CONSTRUCTION AGAINST MOVEMENT IN ANY DIRECTION AT ANY LEVEL UNTIL 11. ALL SLAB-ON-GRADE THICKNESSES SHOWN ARE MINIMUM THICKNESSES r 4 -, r , ^I I TO BE USED,INCREASE AS REQUIRED FOR DRAINAGE PITCH. Hal & Jessica COOperSCYllth 3'-0"x 3'-0"x 1'-6"P.C. FOOTING 1 I I LATERAL SUPPORT IS PROVIDED BY OTHER REQUIRED CONSTRUCTION. °) w/4-#4 REBAR EACH WAY" r- -, 3-9 1/2 DROP r_ , y _- I __ -' I I 12. EXCEPT AS NOTED,ALL POUR STOPS SHALL BE TREATED AS Lot 4 Wildberry Fields Q �P') i -=�= --J I CONSTRUCTION JOINTS AND SHALL HAVE KEYS AND CONTINUOUS REBAR. ,._ _J _J ( I 8. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. Southold NY T I- GIRDER-- _�- WALL SECTIONS SHALL BE PLACED ALTERNATIVELY OR WITH A MINIMUM I I - 9 ALL ROOF BREAKS, HIM OF 24 HOURS BETWEEN ADJACENT POURS. -- r-------- r- , r- , PROVIDE FLASHING AT A EA S,CHIMNEYS,SKYLIGHTS,EXTERIOR --, I M 3-9 1/2 LVL ' ' ' ' I ° I DOORS,WINDOWS,DECKS AND ETC. - flush girder - N L_- I I I 13. FOR CONCRETE WALLS ABOVE GRADE,VERTICAL CONSTRUCTION JOINTS _ _ I ( I SHALL BE LOCATED AT MAXIMUM SPACING OF 40 FT., AT LEAST 4 FT,FROM -------- ----------J 10. DO NOT SCALE DRAWINGS. ANY SUPPORTING OR INTERSECTING WALL OR BUTTRESS,OR ANY WALL Ejector pump OPENING HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED I 11. DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER ARE NOT WALL BELOW I I EXCEPT WHERE NOTED ON PLANS OR SHOWN AND ACCEPTED ON SHOP I I I RESPONSIBLE FOR THE INSPECTION,SUPERVISION OR ADMINISTRATION OF THIS Architect CONSTRUCTION PROJECT. FEDERAL,STATE AND LOCAL ZONING AND BUILDING DRAWINGS. I CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR- ( L--- ----------- - ------ ---- ----J ------- 14. HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT --------- 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION WHERE NOTED ON PLANS OR SHOWN AND ACCEPTED ON SHOP DRAWINGS. Andrew Pollock Architect, PC I ---------------- I I I I I AND SHALL NOT BE CONSIDERED AS A CONTRACT BETWEEN BUILDER AND 56 South Oxford Street I 1 1 I I I I I OWNER. D. STRUCTURAL STEEL Brooklyn, NY 11217 L---- - ------ I I I 13. THE SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY SHALL BE 1. ALL STRUCTURAL STEEL SHALL BE CONFORMING TO ASTM I S P.C. SLAB wAx6-D GRANULAR WWM I I Tel: 212.620.0044 ( I I DESIGNED AND BUILT IN ACCORDANCE WITH THE SUFFOLK COUNTY SPECIFICATIONS AS FOLLOW: SET ON COMPACTED GRANULAR MAT I I DEPARTMENT OF HEALTH SERVICES. Email: andreW@Cityarchitect.COm WIDE FLANGE: A992-GR50 I I I I 14. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW YORK HSS: A500-GR B SLOPE SLAB STATE ENERGY CONStKVAI ION CODE. STEEL A vwww.cityarchitect.com I --------------------------J I I I 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL CHANGES PRIOR TO AND DURING PLATES;NGLE: A36 A36 CONSTRUCTION. 2. AFFIDAVIT TO BE FILED WITH BUILDING DEPARTMENT UPON 16 FI FCTRICAI AND MFCHANICAI COMPONFNTS TO RF nFSIGNFD ANTI SPFCIFIFn REQUEST. BY OTHERS. 3, ALL STRUCTURAL STEEL FABRICATION,ERECTION,AND Structural Engineer 17. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARY TO CONNECTIONS SHALL CONFORM TO LATEST AISC STANDARDS I I AND SPECIFICATIONS TYPE 2 CONSTRUCTION EXCEPT AS I --------------J PROTECT ENGINEER OWNER. I L--------------- I NOTED. 18. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL AND IN THE BASEMENT L-----------------------------------� 4. ALL FIELD CONNECTIONS TO BE 3/4"DIA. MACHINE BOLTS (IF APPLICABLE).POSITION ALARMS NEAR ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. UNLESS INDICATED OTHERWISE. SHOP CONNECTIONS TO BE d Floor FramingPlan EITHER MACHINE BOLTED OR WELDED. ALL BOLTS TO BE A-325 0_2�ale3 19. SMOKE DETECTORS ARE REQUIRED IN EACH BEDROOM AND ON EACH LEVEL OF FRICTION TYPE.CONNECTIONS SHALL BE PER TYPE I : /16" = 11_011 DWELLING,AS REQUIRED BY THE NEW YORK STATE BUILDING CODE, CONSTRUCTION PER AISC FOR PORTAL FRAMES AND SHALL BE DETAILED TO DEVELOP AT LEAST FULL ALLOWABLE 1 20. ANY ALTERATION,REPAIR,ADDITION TO OR CONVERSION OF AN EXISTING MOVEMENT AND SHEAR CAPACITY. ALL REMAINING STEEL TO Notes DWELLING REQUIRING A BUILDING PERMIT NOW REQUIRES THAT ALL SLEEPING HAVE TYPE 2 CONNECTIONS. A-307SOLTS MAY BE For Building Assemblies refer to A.001 Sheet ROOMS IN THE HOUSE BE UPGRADED WITH HARD-WIRED AND INTERCONNECTED USED FOR MINOR CONNECTIONS WHEN ACCEPTABLE g SMOKE ALARMS. TO ENGINEER. ANCHOR BOLTS TO BE F1554 GR.36. For Specifications refer to A.002 Sheet For stair dimensions see A100 &A102 ri 21. THE NEW YORK STATE CODES ALSO APPLY TO ACCESSORY STRUCTURE DESIGN. 5• THE STRUCTURAL STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL. ERECTION OF 22. GARAGE DOORS SHALL BE RATED FOR 120 MPH WIND LOAD. STRUCTURAL STEEL SHALL NOT PROCEED UNTIL THE SHOP DRAWINGS HAVE BEEN APPROVED, - 2-2xl0 2-200 B. FOUNDATIONS , 6. ALL WELDING SHALL CONFORM TO AISC AND AWS -- SPFCI FICATIONS 1. FOUNDATIONS SHALL BEAR ON UNDISTURBED NATURAL GRANULAR MATERIAL U ARC ' OF 1.5 TSF MINIMUM BEARING CAPACITY. WHERE INDICATED,FOOTING MAY JAY p '�`, •,;�' 7. ALL STEEL SURFACES NOT IN CONTACT WITH CONCRETE SHALL � (; BEAR ON GRANULAR BACKFILL, MACHINE-COMPACTED IN LAYERS OF 12 INCHES RECEIVE ONE SHOP COAT OF APPROVED PAINT,AND AFTER TO A MINIMUM OF 05%MAXIMUM DENSITY PER ASTM DI657. AFTER EXCAVATING EKt=U I ION,ONE FIELD CUA 1. UMI I NKIMtK FAIN I A I WCAT ION TO APPROPRIATE LEVELS,PROVIDE ENGINEER WITH AMPLE TIME TO REVIEW OF FIELD WELDS AND HIGH STRENGTH BOLTS. THESE AREAS o EXCAVATED CONDITIONS BEFORE PLACING FOUNDATIONS. SHALL RECEIVE TWO COATS ONCE CONNECTIONS HAVE BEEN r COMPLETED. ALL STEEL NOT IN CONDITIONED SPACE SHALL N HAVE ONE PRIME COAT+TWO FINAL COATS OF RUSTPROOF '9T 022305-N SIMPSON HDU2 4x4x14 N 2. CELLAR SLAB SHALL BE PLACED ON 3"SAND FILL OVER 6 MIL LAPPED AND TAPED EPDXY PAINT SYSTEM.ALL DAMAGED AREAS OF PAINT TO BE �OF NE`N HOLD-DOWN 2-2x10 2-2x10 11 7/8TJ1/360 @16" POLYETHYLENE VAPOR BARRIER, 0 REPAIRED. - - - - - 3. DO NOT BACKFILL AGAINST THE FOUNDATION WALLS UNTIL FLOOR SYSTEM 8. CONTRACTOR TO METALIZE OR GALVANIZE THE BOTTOM 24"OF 2-2x10 [�] INSTALLATION IS COMPLETE, ALL STEEL COLUMNS OR BASE PLATES SET ONTO THE CONCRETE FOUNDATION.APPLY TWO COATS OF EPDXY PAINT 11 718 TJ I C. CONCRETE AND REINFORCING STEEL SYSTEM OVER TREATED AREAS, PROVIDE OD " 9• NO BEAMS OR COLUMNS SHALL BE CUT BY CONTRACTORS Revisions PLYWOOD 360 @ 16 � i' _ 1. DESIGN,MATERIALS&METHODS OF CONSTRUCTION SHALL COMPLY WITH THE SHEAR WALL 4 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 OF THE WITHOUT APPROVAL OF THE ENGINEER. -� ----- N AMERICAN CONCR ETE INSTITUTE-LATEST EDITION. ULTIMATE DESIGN $� Da te Notes N STRENGTH FOR ALL REINFORCEDSHALLBE 3000 PSI.AT 28 DAYS, 10. THE STRUCTURE SHALL BE PROPERLY GUYED AND BRACED. SIMPSON HDU2 - EXCEPT CONCRETE SLAB,WHICH SHALL BE 4D00PSI, i 41 9/26/24 Update permit Set HOLD-DOWN -- - _ _ - 11, GROUT UNDER ALL COLUMN AND BEAM BEARING PLATES. �- �- 2-11 7/8 LVL FLUSH > 2. CONCRETE TO BE POURED IN AMBIENT TEMPERATURES OF 40+DEG.F. IF GROUT SHALL BE SHALL BE NON-SHRINK, PROPAK OR EQUAL. j X -- -- -- - POURED IN COLDER WEATHER THE CONCRETE MUST BE PROTECTED FROM I , n FREEZING FORA PERIOD OF 14 DAYS. 17. PROVInF I OORF I INTFI S AS RFOI11RFD FOR OPFNINGS IN ASSUMED DIRECTION OF 11 7/8TJ1/560 11 7/8TJU360 @16" i _. _--_ _ MASONRY WALLS AND PARTITIONS. �-FLOORING -@16" -`I ,I �� A. KEEP FORMS IN PLACE,COVER TOP AND SIDES OF FORMS WITH INSULATED _ TARPS FOR PROTECTION FROM WIND FOR A MINIMUM OF 3 DAYS AFTER POUR. 13. PROVIDE HOLES 1N SHOP FOR'BOLTED BLOCKING, PIPE -- PENETRATIONS, ETC. DETAILS SHALL BE SHOWN ON SHOP B. AFTER FORMS ARE REMOVED,PROVIDE INSULATED TARPS TO HOLD HEAT DRAWINGS FOR REVIEW BY ENGINEER. AND PROTECT FROM WIND FOR A PERIOD OF 14 DAYS AFTER POUR. 14, BEAM WEB STIFFENERS SHALL BE PROVIDED AT POINTS OF lJ �, 4x4x14 3. CONCRETE& REINFORCING MATERIALS SHALL CONFORM TO THE FOLLOWING REACTIONS+LOADS CATHEDRAL CEILING 1 lU _ ____________________, STANDARDS-LATEST EDITION. A. PDRTLAND CEMENT AS PER ASTM C150-TYPE I. E. MISCELLANEOUS SIMPSON HDU2 _ �I B.CONCRETE AGGREGATES AS PER ASTM C33, 3/4"MAX.SIZE. HOLD-DOWN C.WATER SHALL BE CLEAN 81 FREE FROM INJURIOUS AMOUNT OF OILS,ACIDS, 1, PRECISE LOCATION OF STRUCTURAL PENETRATIONS AND OF ----- ALKALIS,SALT,ORGANIC MATERIALS 8,DELETERIOUS SUBSTANCES. STRUCTURAL MEMBERS AFFECTED BY EQUIPMENT ARE TO BE Scale: 1/4"=1'-0" or as noted D.REINFORCING BARS SHALL BE INTERMEDIATE GRADE NEW BILLET STEEL, DETERMINED BY CONTRACTOR AFTER COORDINATION WITH 2-2x10 2-2x10 r 1 DEFORMED AS PER ASTM A615,GRADE 60. ALL SPLICES SHALL BE A REQUIREMENTS OF EQUIPMENT MANUFACTURERS AND OTHER MINIMUM Or 40 DIA.IN LENGTI 1. HOOKS AND TIES 31 IALL CONFORM TO TRADES AND SHALL BE SUBMITTED ON SHOE'DRAWINGS FOR m C.R•S.I.STANDARDS, REVIEW BY ENGINEER. SIMPSON HDU2 4x4x14 Q E. COLD DRAWN WIRE OR WELDED WIRE FABRIC AS PER ASTM A82-84 AND 12/21/22 Issued for construction HOLD-DOWN � m A185-84. 2, ALL EXTERIOR EQUIPMENT,GROUND OR ROOF MOUNTED,TO X X F.WATERPROOFING AS PER ACI 515.1 R-79. N 8E ANCHORED TO SUPPORTING DRYING STRUCTURE TO PROVIDE A I 2-2x 10 MINIMUM FACTOR OF SAFETY OF 1.5 AGAINST Framing Plans & 'n 4. ALL CONCRETE SHALL HAVE OVERTURNING IN A WIND EXERTING A FORCE OF 30 PSF. I 11 7/8TJ1/360 @16" i A. AIR ENTRAINMENT (5-7%RETENTION) 3. ALL EXTERIOR WALLS BELOW GRADE SHALL BE DAMPPROOFED Notes otes 1 7/8TJ1/360 @16"� B. WATERPROOFING ADMIXTURE XYPEX Admix C-500(DOSAGE RATE 2-3%) AND SHALL HAVE BACK WALL DRAINS WERE SHOWN ON (WHERE SPECIFIED) PLANS. I j i I I I I I cond Floor Framing Plan } �. . ` 4x4x140__§e Scale: 3/1611 = 11-011 Drop rough framing An110 Issued for Permit 2" in these areas a 1 . Twin Barns Index of Drawings A.000 Cover Sheet ,fir. A.001 Building Assemblies, Door Elevations and Schedule A.002 Window Elevaticns and Schedule yw fir' c A.003 Specifications A.004 Project Plan .. Lot 4, Wildberry Fields A.100 Basement and Foundation Plan A.101 Ground Floor Plan SUbdIVISIOn So uthold NY `• '� �; �° `' , ,;,�� •,', A.102 Second Floor Plan ,. r`•. A.103 Roof Plan A.110 Framing Plans A.120 RCP/Electric - Basement P A.121 RCP/Electric - Ground Floor Plan A.122 RCP/Electric-Second Floor Plan A.200 Building Elevaticis A.201 Building Elevations Owner • A.210 Building Sections _ A.211 Buildings Sections Hal & Jessica Coopersmith A.300 Wall Sections A.301 Wall Sections Lot 4, Wildberry Fields A.302 Wall Sections Southold NY f� A.310 Construction Details A°311 Construction Details A.312 Construction Details A.313 Construction Details n ' ` • / ��%� �, !� �• Architect Andrew Pollock Architect, PC 56 South Oxford Street 4 Brooklyn, NY 11217 Square Footage Take Off y f Heated space (Ground floor and Second floor) 3618 SF Tel: 212.620.0044 t , Attached Garage 536 SF Email: andrew@cityarchitect.com Finished Basement 732 SF Covered Screened Porch 300 SF www.cityarchitect.com ' + I Ipe Decking (including area under screened porch) 701 SF Stone Patio (Pool Deck) 1120 SF 16'x32'Vinyl Pool 512 SF ....:.. :. .ems , O' Structural Engineer eer r y� . , r rrtr^+x.,srr Kra' 0 C PO 0 + 022305' -� 4, � T OF N r� Revisions # Date Notes 4�R' • y r , Rtt r h t 7 Scale: 1/4"=1 '-0" or as noted „�..�•• 12/21/22 Issued for construction t T, Cover Page 11 7 IF AM000'14 r 1 r ° is :-. +1 -,. ,.. ,.. �.�y., ., _ .•. —..... „ ..,, r : r gell'!. y .I ., �.A,.„ ,. 1`..,.!' ]��r:9 y:>f' .-,. r,l ;:.t'l. • ,.k :. ..a �. r' .., � , ✓a•� k / DNS,., '. 4 j,.: 3 a r l Issued for Permit BUILDING ASSEMBLIES WALL ASSEMBLIES FLOOR ASSEMBLIES FLOOR/CEILING ASSEMBLIES ROOF ASSEMBLIES EXTERIOR WALL ASSEMBLY BASEMENT FOUNDATION WALL INTERIOR FLOOR ASSEMBLY �)(�n (� n(�(�(� F4 GARAGE CEILING ASSEMBLY R1 UPPER ROOF ASSEMBLY 10"wide Cast In Place Concrete 1 1/ ()U1 11 Jl_)f)(_ll_ .1"Vertical Cedar Cladding Floor Finish, as per Interior Finish - Floor Finish, as per Interior Finish Standing seam Galvalume roofing Twin Barns Benjamin Obdyke Hydrogap or equal Schedule Schedule Water and ice membrane 3/4 Exterior type sheathing on 3/4"T&G Plywood glued and screwed on 3/4"T&G Plywood glued and screwed 3/4"plywood diaphragm 2 X 6 Wood studs @ 16" to structural joists, as per structural to structural joists, as per structural 2"ventilation gap 2"spray foam insulation Glass fibre insulation Glass fibre insulation w/spray foam / R40 roof insulation 4"batt 5/8"GWB BASEMENT Vapour barrier BASEMENT FOUNDATION WALL 1/2" Drywall 5/8"type "X" Drywall 1/2"GWB 8"wide Cast In Place Concrete min. 1:48 EXTERIOR WALL ASSEMBLY - 1"Stucco F2 1/4"Drainage mat ° O BASEMENT FLOOR ASSEMBLY 2 layers of building paper r t<:;., ° :,`' %yY ' i P1 Interior Partition FLAT ROOF ASSEMBLY - Insulated 4"CONCRETE SLAB min. 1:48 R2 Standing seam LCC roofing 3/4 Exterior type sheathing 5/8"GWB 2 X 6 Wood studs @ 16" 2 X 6 Wood studs @ 16" 10 mil.Vapour Barrier Lot 4, Wildberry Fields �� � � � Taperednng d insulation e 2"spray foam insulaton Mat insulation min. 6 Aggregate - Subdivision Southold NY 4" batt insulation 5/8"GWB Compacted Soil 3/4"plywood diaphragm Vapour barrier 2"ventilation gap 5/8"GWB R40 roof insulation P2 Interior Partition min. 1:48 Vapour barrier v2"GwB BASEMENT INSULATED WALL 5/8"GWB 1 �I� ASSEMBLY 2 X 4 Wood studs @ 16" — Mat insulation F3 DECK ASSEMBLY 1/2"Air Gap 5/8"GWB 1 x 4 Mahogany decking 2x4 Studs completed with insulation on sleepers min. 1:48 R3 FLAT ROOF ASSEMBLY - Non --insulated Owner 5/8"GWB on rubber membrane Standing seam LCC roofing on sloped 3/4" plywood Water and ice membrane on sloped 2 x 10 joists, see detail Tapered rigid insulation Hal & Jessica Coopersmith 3/4"plywood diaphragm Lot 4, Wildber Fields 2"ventilation gap ry 1/2"GWB Southold NY --- - - Door Types - Nominal Size Door Style Door Frame Openings Architect 3 10 1/2 2'-10 k Andrew Pollock Architect, PC a 56 South Oxford Street _ C ) o Brooklyn, NY 11217 n Mark _ Top Slab (n 0 CU O O Tel: 212.620.0044 - - _ D Confi uration Shape Style -i lY F -) n lY w Comments Email. andrew@cityarchitect.com 1 0 1 3/4" SwingN/A S re Solid /A /A None 4"3/ 0" 3'1 1/2" 8'0 3/4" D001b 4" 7'0" 1 14" win N/A S uare Solid N/A N/A None /4" 4" 1 2" 7' /4" D001 a D002 D003 D004 D005 D006 p 2 3' " 7'0" 1 3/4" Swin N/A uare Solid N/A N/A None 3/4" 4 3/4" 3'1 2" 7'0 3/4" www.cityarchitect.com D00 3'0" 7^0" 1 /4" Swin N/A S are Slid RN/A N/A None 3/4" 4 3/4" 3'1 1/2" 7'0 3/4" D004 3'0" '0" 1 /4" Wi N/A S uare Solid N/A NonR3/4" 4 4" 1/2" 7' /4" D005 3' " 7' " 1 4" Swin N/A are Solid N/A None 43/4" '1 1/2" 7'0 3/4" a'-s 1/2° D006 3' " 7'0" 1 3/4" win Ni A, S uare olid N/A N n4 4"' 31 1/2" 7'0 3/4" a'-s,/z" 3'z 11z" z'-z 1/z^ z'-z,/z" DO 7 3'0" 7' 1 /4" win N/As r Solid N/A Non 43/4" 3'1 1/2" 7' /4" D1 0 6' " '0" 1 /4" win N/A S uare GI s N/A N/A None 8 3/8" 6'1 1/2" 8'0 3/4" Structural Engineer D103 3'0" 9'0" 1 3/4" Swin N/A u re Solid 3' " N None 3/4" 8 3 1/2" 9' /4" D1 4 2'0" 7'0" 1 3/4" Swin N/A S uare Soli N/A N/A None 3/4" 6 3 4" 2'1 1/2" 7'0 3/4" a a D1 5 2'0" 7'0" 1 4" win N/A S uare Solid N/A N/A None 3/4, 6 3(4" 2'1 1/2" 7' 4" b a ° D107 6'8" 8'8" 1 3/4" Swin N/A S ar Glass N/A /A None 3/4" 8 31 6'9 2" 8'8 3/4" D1 7 4'6" 7'0" 1 3/4".Lwing NIA S uare Solid N/A N/Al None 3/4"_A_3/4- 4' 7' /4" D108a 4'6" 7'0" 1 /4" Barn N/A Sauare Solid N/A N/Al N /4" 6 3/4" 47 1/2" 7'0 3/4" —'� D108b 2'8" 7'0" 1 3/4" Pocket N/A Square Solid N/A N/A None 3/4" 6 /4" 2' 1/2'. 7'0 3/4" D109a 2'8" 7'0" 1 /4" Swin N/A S uare Solid N/A N/A None 3/4" 4 3 " 2'9 1/2" 7'0 3/4" D007 D008 D009 D100 D103 D104 D1 9 '0" 7'0" 1 4" Swing N/A Scluare Solid N/A N/A None #3/4" 3/4" '1 /2" 7'03/4" D11 2'8" 7'0" 1 3/4" Swin N/A uare Solid N/A N/A None 3/4" 2'91/2" TO 3/4" D1 1 1 '0" 9'6" 3/4" Overhead N/A S uare Glass NIA N/A None 3/ " 18' '6"D111b 3'0" 7'0" 1 /4" Swin N/ u re S lid N/A /A N n 3/4" 3'1 1 2" 7'0 3/4" Provide Self Closin Hin es D111 3'0" 7'0" 1 3/4" Swin N/A S uare Solid N/AN/A None1/4" 1 TO 3/4" 6'-10 1/2" 9'-93/4" D201a 2'8" 7' " 1 3/4" SwingN/A a e olid N/A N/A None 3/4" 6_ . 2'9 1/2" 7'0 3/4" 2"I ai s 112 1rr o 1�Z °'/2(, D2 1 " 7'0" 1 3/4" Swin N/A Square Solid N/A N/A None 3/4" 4 3/4" '9 1/2" 7'0 3/4" D202a 2'8" 7'0" 1 3/4" Swina N/A Scivare olid D202b 2'0" 7'0" 1 3/4" Swin N/A Scivare Solid N/A N/A None /4" 4 3/4" 2'1 1/2" 7'0 3/4" 04 2'8" 7-0"1 1 3/4" Swin N/A S uare Solid N/A N/A None 3/4" 6 4" 2' 7' 3/4" D204 7' 1 3/4" Swin N/A S uare Glass 2'8" 2'8" Noe 3/4" 8 / " 1'3 1/2" 7'0 3/4" F D204c 2'8" " 1 " Pocket N/A Scivare Solid N A None /4" 6. /4" 2'9 1 2" 7'0 3/4" Fp ARC D205a 510" 7'0" 1 3/4" Swin N/A S uare Solid N/A N/A None 4"U3/42"' 1 1 2" 7'0 3/4" Flushmirrror inside of door 0 on 3/4" 1 /2 7' /4" Flush 3a <(D205b 5'0" A u h mirrr r i 1 3/ " Swin N/A uare Solid N/A N nslde of door t�` A N/A Non /4' 1 1 2" 7'0 /4" D20 c 5'0" T0" 1 3/4" Swin N/A S uar Solid D105 D107 D107b D108a D108b D109a 2 8" 0" 1 3/ " Swin N/A uar Solid N/A N/A None 3/4" 1 2" TO 3/4" D207a 8" 1 4" win /A are Solid N/A N/A None 3/4" 1 7'0 3/4" D207b 2'0" T0" 1 3/4" Swin N/A uare Solid N/A N/A None 3/4" 1 1/2" 208 4" T0" 1 3/4" win NIA S uare olid N/ /A None /4" '5 1/2" 2'� ''-11 � �3'-2� ''-11 1 '-1 0 1/2" f'P ------— 3" 3" in F` h t` F` 1 1/4" 1 1/2" 1 1/4" 1 1/4" 1 1!4" 1 1/T114' 1 1/4" 1 114" 1 112" 1 114" t 1/4" Revisions D109b D110 D111a D111b D201a D201b we Lav WM w"' Lav _Lav We Tub # Date Notes Shower Showe Showery 2nd Floor_ 2" 3" 1 1/4" 2" 2,. 3" 1/4" 1 1/4" 1 1/4" 3" 12" 2" C.O. C.O. C.O. C.O. '-10 1/2 �7-2 I2 1� 2'-10 1 1 5� 51 3" 3" v a a v a F- 1/4" 1 1/4" g1/2 " 1 1E11/2- I1 1/4" — 7;Snlk_i ;' / Sink_ D202a D202b D204a D204c D205a D205b ow Dw Laves• F.A.L. ower- Ground Floor For Specifications, see Sheet A.003 3 1 114" 2" 1 114" 1 1/4" 3 2" C.O. C.O. Scale: 1/4"=1'-0" or as noted 5'-21/2" 10 1/2" '-10 1/2" 2'-21/2" �2'-5� 3" 3" 3" 12/21/22 Issued for construction F� 1` 1 1/4" 71/4' 1 1/4" Building Slope 1/4 per foot.Pitch to Drain Sink Assemblies, Door To Approved Septic System 4" yyMD205c D206 D207a D207b D2084"C.I.HouseTrphower-,l Basement Elevations a n d 3" 1 1/2" �1 1/2" 1 1/4" 3 2" C.O. mp 3" Schedule C, CG' Plu bi mn Riser Dia ram 2 Scale: NTS hAR 01 NMI,, i ., t�1Ir's fl=P" AnO01 0,yM! Issued for Permit Window Types Window Schedule Nominal Size Window Style L Twin Barns 3'-0" 3'-0" 3'_4" 3'-4" 3'-4" 31.611 3'_6N 3 411 C 41 0 0 .� -p ® o ® o 3 = Configuration _ E En cc O 1L _ cc O V CO tO 1O in 0 o F_ r v `° W001 E3 3'0" 2'0" Awning 31111 2'11' 7'61/4" -`� -CO N W002 I❑ 3'0" 2'0" Awning 311 " 211" 7'6 1/4" W001 W002 W003 W004 W005 W101 W102 W103 W003 0 31411 5'0" Casement 3'5" 511 " 4101' W004 ❑ 3'4" 5'0" Casement 31511 51111 410" W005 ❑ 1 3'4" 5'0" Casement 3-511 511 " 4'0" Lot 4, Wildberry Fields W101 9 3'6" 7'6" Custom 31711 7E7" 611 Subdivision, Southold NY W102 9 3'6" 7'6" Custom 31711 7171' 6" W103 n 3'4" 5'6" Casement 31511 51711 8-011 W104 ❑ 8'0 114" 5'6" Fixed Glass 8'1 1/4" 51711 2'611 8'-0 1/4" 3'-8" 3'-8" 3'-8" 6'-6" W105 0 31811 5-611 Awning31911 5171' 21611 - T_0" 31_0 il W106 0 3'8" 5'6" Awning 31911 51711 21611 W107 11 31811 51611 Awning 319" 517" 216" W108 m 616" 51611 Custom 61711 57" 216" W109 m 6'6" 5'6" Custom 61711 51711 2'6" to to 1 a q W110 m 7'0" 3'0" Custom K__ El ;Z_ 71111 31111 7'0" Owner rn Ln 10 10 " M W111 ❑ 3'0" 3'0" Awning 3'11' 31111 To" W112 ❑ 1 3'6" 3'6" Fixed Glass 37" 3-711 71011 Hal & Jessica Coopersmith - T to ifl W113 ❑ 3'6" 3'6" Fixed Glass 3'7" 3'7" 7'011 Lot 4 Wildberry Fields _ W114 ❑ 3'6" 3'6" Fixed Glass 31711 31711 7'0" CV IT�o N N N N W115 ❑ 3'6" 4'0" Awning 31711 41111 7-011 Southold NY W104 W105 W106 W107 W108 W109 willo W111 W116 ❑ 4'0" 4'0" Awning 4-1-1 41111 71011 W117 0 1 2'0" 3'6" Awning 211" 31711 7-011 W118 0 4'0" 7'6" Custom 411" 7171' 611 W201 a 3'6" 6'0"1 Fixed Glass 31711 61 " -118" W202 0 3'6" 60" Fixed Glass 317" 611" -1181, W203 0 3'6" 60" Fixed Glass 31711 611" .118" W204 I] 1 3'6" 6'0"1 Fixed Glass 3-711 6'1 " —11 811 Architect 4'_0" W205 ❑ 1 3'0" 2'6"lAwning 311" 2171' 416" W206 ❑ 3'0" 2'6" Awnin 3'1" 21711 4'6" Andrew Pollock Architect, PC W207 ❑ 3'0" 2'6" Awnin 311" 21711 4'611 56 South Oxford Street 3-6 3-6 3-6" 3'-6' 4'-0 - W208 ❑ 3'6" 4'6" Awnin 3'711 4'7" 2'6"3'-611 Brooklyn, NY 11217 W209 ❑ 3'6" 4'6" Awning 3'7" 4'7" 2'6" tO C° o � ' `O W210 ❑ 3'6" 5'6" Awning 3'7" 5'7" 2'6° Tel: 212.620.0044 W211 0 3'6" 5'6" Awning 317" 517" 216" FD — -- W212 ❑ 3'6" 5'6" Awnin 3'7" 5'7" 2'6" Email: andrew@cityarchitect.com C0 n, ir, �, M M 1-IN W213 ❑ 6 0 4'6 Fixed Glass 61111 4 7 216 O O 1 z u 1 " l u u u -� W214 ❑ 4'6" 4'6" Awnin 4'7" 417" 21611 www.cityarchitect.com W112 W113 W114 W115 W116 W117 W118 W201 W215 ❑ 3'6" 4'6" Casement 3'7" 4'7" 216" W216 ❑ 3'6" 4'6" Casement 31711 4171' 2'6" W217 2 10'8" 10'8" Custom 101911 1019" 6" W218 ❑ 3'6" 4'6" Casement 31711 417" 21611 W219 ❑ 3'6" 4'6" Casement 31711 417" 216" W220 ❑ 3'6" 4'6" Casement 31711 47" 216" Structural Engineer Note: Remove limiter to Note: Remove limiter to W221 ❑ 3'6" 4'6" 11 11 Casement 3 1 41711 2 6 allow for egress allow for egress W222 ❑ 3'0" 2'6" Awning 3'1" 2'7" 41611 W223 ❑ 3'0" 2'6"I Awnin 3'111 271 4'6" 30 3'-0" 3'-0" 3'-611 3'-6" W224 ❑ 3'0" 2'6" Awnin 3'1" 2'7" 4'6" I I - t t - S01 7'0" 7'0" Skylight with 4 o erable units 3'-6" 3'-6" 3'-6" '2 t 7 co ® m - CV CV Elciql CO CD 0 0 o 19 v iv :0�t All Window to Anderson E serise in Anodizeed Aluminum. _Fo _co -� W202 -� W203 W204 I W205 W206 W207 W208 W209 Note: Remove limiter to Note: Remove limiter to 10'-8" allow for egress allow for egress 3'-6" 3'-6" 3'-6" 6-0" Light anL'Air Calculations ' 4'-6" 3'-6" 3'-6" , - _ Room Number Room Name Room SF SF Win(bw(Light) ' Req'd SF(8%) Y/N SF Window(Air) Req'd SF(4%) Y/N _ Living area 918 308 I 73.44 Y 130.5 36.72 Y 00 100101 102 -- -- - C° �° �° t0 t0 c0 co ^ 0 1081 Den 197 35.75 15.76 Y 9.85 7.88 Y in � En _ r v 109';Bedroom 4 150 56.75 12 Y 14.5 6 Y 12EID --- ------------ N N in ZOI Ni0 i 02230' s Co io q1�OF l`1 -CID 201,2031 Bedroom 2 262 54 20.96 Y 40.5 10.48 Y W210 W211 W212 W213 W214 W215 W216 W217 204 Master Bedroom 1 392.25 172.25 31.38 Y 62.75 15.69 Y 207 l Bedroom 3 240 70 19.2 Y 52.5 9.6 Y —� 006; Basement Office — 93 20 7.44 Y 15 3.72 Y Revisions Note: Remove limiter to Note: Remove limiter to Note: Remove limiter to Note: Remove limiter to 007 Bedroom 5 149 40 12 Y 30 6 Y allow for egress allow for egress OTE: Alh9w nft3rsbgwn from the inside allow for egress _- # Date Notes 3'-6" 3'-6" 3'-6" 3'-6" 3'-0" 3'-0" 3'-0" zo I' ifl El to ® io - -1 fV N CV i L 1 1 �t 1Z L�jl V• "T 11 = Zo T CO rl x L N CV GV N O ° ° ° ]r 0 ° VAR 1 (� W218 W219 W220 W221 W222 W223 W224 c TENERTYK srncmG B"As®ANc�iaa Ic•IX Q4.1'�{,�,If}1_� .-(--,;'` - w 2n FMBEBMENT LENGTH No mx000-unrws - - o b StD ANO1pI WITi, 16•IX yyy ° xm ENBEL•E1ENr lENLTH � ____.... --.— IIMn UY, .-- MSEDANCIgBWRN ]e•IX ' Ln.FMBEpMENi IFNGTN I _ ° �I W,.ABAaW000 Scale: 1/4"=1 '-0" or as noted i ___ __._____ I/�TEB snEaNiNc � --...�-- __—_.__.__ IBUT�Exc*rvrvE'zue•osq • —_ L— • I sNEAT1BNc I uz-,aA BaTeo sHf,.THme - � I IanBNAnmrt rne•os B/ , Sol 2/3/23 Issued for construction EnnExmTrBE vAcew z>t+osax w,.ew000saew �, ® sTuos eASEO ANCHOR wTnl lo•IX WINDOW SLLL xln EMBF9MFNi LENGIN TYPICAL WINDOW OPENING Window a smAewaa wml Ir IX ET W2 N120 20 W21 W21 W212 �� �W&224 PANEL SPANQqA FOR SMALLER '/•n aN��TN W217 W218 W20 W20 W209 B DANOOB W rN e IX W22 W221 W213 W214 W21 21 W203 xo ENBEM£NT ENG TYPICAL DOOR OPENING N maEv wooDASEnau EAs v Fa B Elevations and W114 11 W112 W1 W1 W105 W104 _ W201 — — PANEL SPAN�6 EET AN4FEEr 2.1X1 DFB251 WS CONNECTFO W1Q11 W110 AND EQUAL OR SMALLER ��NMZ pTM�3W/� CFO Ax�roa�wwN e•ac D103 W116 W115 W109 ® D107 D100 {.J W118 TYPICAL MULTIPLE OPENINGS gPANEL DNTSex-0.°` EMBEDMENT fNG N Schedule W102 NEED AH WITH ��.NW r« PANE AN EQUAL OR SMALLERAN 6 zIB.EMBEDMErvT ltncm — — .ter •, =»•D - ._ ._�— _.___—____ _- �— _—,I LMn O+uGSCR �-- '�---------- _ WIND-BORNE_DEBRIS_PROTECTION FOR WOOD STRUCTURAL PANEL N-, 6 THAN 8 FEET zw EMBEDrxnTW'ExsrN ' - _ — AS PER SEC.R301.2.1.2 NYS CODE:PROTECTION OF OPENING ' WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. l iJ ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. (D-Scra-le: &EEast HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Font / South Elevation Rear / North Elevation Elevation West Elevation 1/16" = 1'-0" 2 Scale: 1/16" = 1'-0" cale: 1/16" = 1'-0" 4 Scale: 1/16" = 1'-0" Issued For Construction General Conditions Soffits and Fascia Drywall Plumbing 1. All debris is to be removed daily to site dumpster. Individual work areas are to be in 1. Soffits 1. Install 5/8 Drywall on all walls, ceilings, including garages. 1. Provide tie-in to Septic System. Twin Barns left in a broom clean manner daily. Recyclable debris is to be removed by installing contractor. a. 2x12 on edge of panel edge (from framing) 2. All areas to receive tile are to have Wonderboard or Schluter System substrate. 2. Install new waste lines of cast iron when over living spaces. Extend waste to 10' Dumpsters are for non-recyclable debris only. Dumpster is to be kept covered when not in use. b. Install 1x2 Select Cedar at bottom of 2xXX 3. Finish tape and spackle all new drywall. from 2. Site sanitation facilities are provided. No residential sanitation facilities are to be 2. Fascia 4. Finish of walls to be skim coated and to be suitable for eggshell paint. building used. a. Install 1x 10 Select Cedar Fascia Walls are to be inspected after prime paint and touched up as needed. for connection to septic system 3. There will be regularly scheduled site meetings to review schedule, decisions, and b. Install 1x2 Cedar"drip" fascia. Finish Carpentry 3. Provide supply and waste for: changes. Attendance is mandatory when contractor's work is upcoming or current. 1. Install new flush solid core Birch Interior Doors and Hardware. a. (2) Bathrooms 4. Jobsite safety is the responsibility of each trade and its employees. All OSHA and Flashing and Sheet Metal a. Jambs to be 514 Pine or Poplar (no fingerjoint material). b. (1) Master Bath NYS safety protocols will be enforced. 1. Install LCC window and door pans at all new doors. b. Hinges (3) per leaf to be stainless steel. C. Laundry Rm 2. Install LCC drip cap at all window trim heads. C. Install Baldwin hardware as specified. Allowance of$140.00 d. Powder Rm Site Work 3. Install LCC flashing cap on all exposed horizontal trim where siding sits on trim 2. Cabinetry: e. Kitchen 1. Site Preparation 4. Provide all LCC side wall flashing at: a. Kitchen cabinetry: 4. All hot and cold water lines are to be PEX. Lot 4, Wildberry Fields a. Remove trees and stumps as indicated- NIC a. Roof/wall connections. i. Boxes to be pre-lacquered birch plywood. a. Supplies 3/" diameter PEX Subdivision, Southold NY i. Remove from site the wood and stumps b. Deck/wall connections. ii. Doors to be full overlay frame b. All supplies, hot and cold, to be insulated. ii. Provide protection for plantings and trees identified as to be saved. C. At top of any siding transition Bd. iii. 1x 5 1/2 Poplar or Pine suitable for painting 5. Provide allowance to supply fixtures of per schedule for all fixtures and fittings. b. Install double silt fencing with hay bales to prevent silting and run-off where 5. Install 4 LCC drip cap band at deck ledgers. 4. Closet Shelves: 6. Shower stalls to have mud base and Schluter System by the installer. 6. Install metal collars for all roof vent penetrations a. Shelves to have poplar or pine cleat on wall. 7. Provide hookups for all appliances. identified on site plan and per Town of East Hampton Permit. 7. Gutters b. Shelves to be birch plywood with pine or poplar band. a. Dishwasher 2. Strip topsoil and stockpile. Stabilize to prevent run-off. a. Install LCC scuppers and gutters C. Install wood closet rod. b. Refrigerator Ice Maker 3. Driveway b. Install matching LCC leaders to locations of drains to drywells, C. Washer and Dryer install Laundry box. owner a. Strip area of new driveway and parking area to a depth of 8" 5. Provide Shop drawings and finish sample for all cabinetry d. Provide (4) sill cocks: b. Install bank run gravel base. Roofing 8. Provide option for Re-circ line on motion detectors. Hal & Jessica Coo ersmith 4. Excavate for new foundation: 1. Roofs Wood Flooring 9. Provide filtered drinking water system at kitchen sink P a. Excavate area to depth required: a. Install Standing seam LCC roofing on water and Ice membrane on upper roof 1. Install and finish new flooring: 10. Provide instant Hot water at Kitchen sink. Lot 4, Wildberry Fields i. Main House 10' foundation walls final grade is established. b. Install Standing seam LCC roofing on water and Ice membrane tapered a. Select Rift White Oak 1x6. Southold NY 6. Provide trenching for new: insulation board. b. Finish is Bona Traffic- Natural. Electric a. Waterline C. Provide LCC gutters and downspouts to match roof at all 12/12 pitch roofs. 2. Prep areas so the and wood floor intersections are flush w/st.stl divider strip 1. Determine load and install appropriate rated electrical system. b. Electric & CATV service a. Provide new 400 amp service 7. Septic System Windows and Exterior Doors Tile & Stone -ALLOWANCE 2. Provide new underground service a. Install new I/A OWTS SCHD approved septic system 1. Provide and install new windows 1. Install tile floors in Baths. 3. Install all new circuit wiring. b. Pick up waste line 10' from building. 2. Exterior Finish. 2. Install wall the in showers and tubs a. Minimum #12 wire Architect C. Provide all necessary SCHD inspections and documentation. 3. Paint grade interior. Less than .3 U-value, Low E double pane glass.. 3. Tile to be on wonderboard or mudset substrate with Schluter system in wet areas. b. 4 fewer devices per circuit than required by code 8. Drainage a. All windows to have screens to match window color selected. 4. All doors of tiled areas to have saddles per schedule. 4. Install all devices. Andrew Pollock Architect PC a. Install (4) drywells piped to roof drains with solid green pipe. b. Jamb size to be for 2x6 wall with 5/8" sheathing and 5/8"drywall interior a. Switches are to be "silent type" (but not quiet). 56 South Oxford Street 9. Spread stockpiled topsoil at completion of construction. (6 7/8"). Countertops-ALLOWANCE b. Devices are to be selected by architect/owner. Brooklyn, NY 11217 10. Install crushed bluestone driveway (permeable). C. Wrap all window openings with flexible adhesive window opening material. 1. Provide polished Quartz countertops for: C. Switches are to be selected by architect/owner. 11. Landscaping - NIC: Wrapped opening to be on top of window pan. a. Kitchen d. Install GFI receptacles as indicated. Tel: 212.620.0044 4. Provide and install new Patio and Entry Doors. b. Baths 5. Provide hookups for: Email: andrew@cityarchitect.com Foundation & Concrete Floor a. Exterior Doors by Anderson E series or equal 2. All sinks to be set with anchors. a. Appliances 1. Install Cast In Place wall foundation at House. b. Anodized Finish Exterior. Paint grade interior. b. Equipment www.cityarchitect.com a. Basement walls to be minium 4'-0" below grade and 6" above grade. Typical C. Less than .3 U-value, Low E triple pane glass Bath Accessories 6. Contractor is to supply and install all recessed fixtures. foundation walls are 10'-0" d. All doors to have screens to match window color selected. 1. Allowance to install 3 shower doors. 7. Supply and install all bath fans. Fans are to be remotely located. Fans and wiring to b. Walls to be 10" thick with (1) #5 rebar located 12" from corner and 48" OC. e. Provide extension jambs to match wall thickness of location (6 7/8"). a. Complete wall at "Roll-in Shower" (2) be part of C. Provide 12" Wing Wall foundations, 6" below TOF. f. Wrap all openings with flexible adhesive window opening material. b. Panel/ Door in Bath 3 this Scope of Work and all ducting is to be part of the HVAC Scope. d. Provide all pockets for structural beams. Wrapped opening to be on top of pan. 2. Install Bath Accessories as Selected by Owner: 8. Prewire for all CATV and communications. structural Engineer e. Walls to have 5/8" anchor bolts approx. 32" OC with (2) at each corner. 3. Install mirrored medicine cabinets in all bathrooms. 9. Provide all permits and inspections associated with this Scope. 2. Provide option for Superior Wall Foundation system. In both 4' and 10" Depth Porches and Decks 10. Provide Gas powered electric generator back-up for HVAC system, refrigerators / 3. Dampproof foundation with asphaltic coating from top of footing to 6" below grade. 1. Porch floor under framing scope of work. Painting ALLOWANCE freezers, 2. Front and Back Decks 1. Exterior Trim essential systems and emergency lighting. Structural Steel a. Install 5/44 1pe Decking with concealed fasteners. a. Exterior trim surfaces to receive stain (TBD). 1. Supply and install basement steel I-beam with posts: b. Floor to have 5/46 border and b. Windows are Anderson E seriee or equal in anodized Aluminum A-V - NIC 2. Siding Framing Siding & Exterior Trim a. Stain Color TBD. Security - 1. Install sill sealer, coppertex, sill plates and straps 24" OC under plates. 1. Exterior Trim 3. Interior: 1. Allowance for security system 2. Floors: a. All exterior siding to be 1x6 Select clear cedar shiplap siding with 3/16 a. All new interior walls to receive (1) coat vinyl, latex primer and (2) 2. System to include motion detectors, glass break, hi-low temp alarm, water sensing a. 1 st Floor reveal. Cedar will be bleached and stained. 3 sample boards, 48"x48" will be coats flat latex paint alarm. i. Install traditional floor frame of 12"TJI 560 with 1" Sturdi Floor prepared outside on the site to arrive at final stain preparation. b. All interior trim, millwork, built-in cabinetry, and doors to have clear finish, subfloor b. Install all trim blocking as required. latex based polyurethane, 3 coats. Utilities C. All exterior trim to be 5/4 clear cedar stained to match exterior siding. 4. Painter is to inspect all surfaces prior to start to verify the work is ready. 1. Provide new services: 3. Frame Exterior Walls: Trim is to have nails set and is to return onto itself. 5. Colors to be selected by Owner. a. Electric and CATV a. 1 st Floor 2. All walls to be covered by Blueskin prior to of trim or siding. b. Allowance for Well. i. Install 2x6 stud exterior wall with spray foam and R-18 3. Install Benjamin Obdyk Home Slicker or equal for drainage plane at cedar sided Appliances 2. Water to fiberglass areas. 1. Install new stove, range hood, refrigerators, dishwasher, and washer/dryer as a. Provide new well. FpA . RQ,y� insulation Insulation supplied by Owner b. Provide all tanks and controls. �,� 3 ANY ao ii. Install all let in blocking at window and door openings. 1. Floors c` c, iii. Install all drywall Hailers, fire-stopping, vanity openings/shower a. 2" Spray Foam as vapor barrier j niche blocking, All required framing to be ready for drywall and b. Fiberglass insulation HVAC finishes. 2. Exterior Walls: 1. Design-builld HVAC system to include: iv. Foam seal all corners and joints. a. 2" Spray foam as vapor barrier a. Manuals J, S, & D , Walls R-24 Roofs/Attic R-36, Windows have Ufactor of ^��q 2s305-4* v. Caulk all plates and seal prior to installation. b. Fiberglass insulation .25 to .28. of N p p g 4 Frame all interior walls. C. Spray foam all window openings and penetrations Manual J to follow shortly From NYBTG. a. All walls are 2x4 or 2x6 unless otherwise noted. 3. Roofs: b. Design two HVAC systems for pricing and evaluation with Architect and home b. Install all Anthony power beam headers and beams as noted. a. 2" Spray foam as vapor barrier owner. 5. Frame all Roofs: b. Fiberglass insulation i, System 1-VRF High Efficiency system with (2)wall mounted a. Frame roof. C. Seal all panel connections condensers Revisions b. Frame overhangs to match thickness of roof SIPS. 4. Install Roxul insulation for sound: (Mitsubishi MXZ or equal )Hydronic heating system w/ gas boiler for i. Extend LVL beams from panel joints to support the overhangs. a. 3 '/s" at all interior walls for sound attenuation. hot CLIMATIC AND GEOGRAPHIC CRITERIA 6. Soffits and Fascia framing 5. The following steps are to be included for all new work: water and 2nd stage heating. # Date Notes a. Flat exterior soffits to be stucco on cement board. a. Foam insulate all electrical penetrations. ii, System 2- closed loop 2 stage Geothermal sized for AHC and first GROUND SNOW LOAD 20 (PER FIG. R301 .2 (5) RCNY5 2020) b. Foam/caulk the sill plate of wall framing and plywood decking. stage 505MWIND SPEED (ULTIMATE DESIGN) 130 MPH (PER FIG. R301 .2 (4) RCNY5 2020) 7. Ensure that all bearing point loads are continuous with blocking and framing C. Ensure that fiberglass insulation is tight to top and bottom plates prior to heat. Proved gas boiler for hot water and second stage heating. WINTER C DE51GN CATAGORY B (PER SECT. N 1 1 .1 . 2) RCNY5 2020) members. drywall C. Submitted shop drawings for duct size and locations with distribution. WINTER DESIGN TEMP I I°F (PER TABLE N I I 0 I .2) 8. Install timberstrand studs behind all cabinet walls Architect to review proposed system. FLOOD ZONE N/A (PER FEMA MAP) 9. Install firestopping at mid-point of,all interior walls over 8'. 2. System to have zones as follows (unless otherwise noted, each zone to have FROST LINE DEPTH 36" WEATHERING PROBABILITY SEVERE (PER FIG. R301 .2(3)RCNYS 2020) 10. Porches and Decks separate a. Front Entry Deck (front) air handler): DE51GN LOAD CALCULATIONS (UNIFORM LIVE LOADS) 2x10 ACQ floor joists a. Zone : 1 First Floor"public spaces" PER TABLE 301 .5 RCNY5 2015 Double 2x10 ACQ flush girder at exterior of floor b. Zone 2: First Floor Den and bedroom # ROOMS OTHER THAN SLEEPING 40 P51 2xl0 ledger with Ice/water shield between and cap flashing. C. Zone 3: Second floor Bedroom # 5LEEPING ROOM5 30 P5I b. Rear Deck d. Zone 4: Second Floor hall and Bedroom# ATTIC5 WITH LIMITED 5TORAGE 20 P51 4x4 posts e. Zone 5: Second floor master suite. ATTICS WITHOUT STORAGE 10 P51 Double 2x10ACQ Girder f. Zone 6 Basement East 5TAIR5 40 P51 Scale: 1/4"=1'-0" or as noted 2x10 joists and rafters g. Zone 7 Basement West C. 5/4 x 6 blind nailed (or kerf system) mahogany decking. 3. Grills to be linear metal flobar type register on second floor and wood grill in floor on first floor all approved by Architect. 12/21/22 Issued for construction 4. Provide all ducting sealed and to be pressure tested. 5. Provide ERV. 6. Provide NEST, or equal programmable thermostats. Specifications 7. Provide all ducting for: a. Cloths dryers. b. Range hoods. C. Bath Fans and ducting in all baths. 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D10749 19'-5 3/8" 16'-7" { / - - - -- - - ------- --- - - - —_- --- ---- ---- - 0 09� � D1 P2 D109b 00 o 0 I ! f j --1. ' = - -. - a, Structural Engineer co - o - 5-01/2" LO co 1 �* a j r C _cc T 0- 1 T-9� `- 2-0 o --- NO o 0 �! Living Room " 11'-0 7/8" �11. D1osa —► �o — — _ - i 100Cn ,. N ,. 1 - - d �,, Dining Area I \ Earthcore 36"Isokern FP `,�� D110 i j N f 1&2 9 a I I 2 - -- -- - P 3 1 nS ��S A.410 101 - 9 4112 s _ Hall 4'-�" _ 14'?" �� i i I Bathro m I ( a `� Note N �? G,CI _ - - - - - - - - - - - - - --- 1 - - - - - -107- - 1 For Building Assemblies refer to A.001 Sheet For Specifications refer to A.002 Sheet a I I_ o A 210 Fors air dimensions see A100 &A102 P 1 r- j 2-0 N T-1 5/8" ; t _ i. I i 2 v — J----- -- -L - - - J 1 - --...-- 14 . '1 •- v p2 '-2" 8'-11" ' AR � Kitchen - ant N \ - -- - ------ -- -- - oyP 23' 1" eS N 102 106 N rn , I °��° � 0 Q �� o C� ■ 9-2" M W , O L 16-1 O I - ce) P1 _ r 00 T L �Q,ficc. — � N -- -- — — — —I- — 1 iv _. r _... W 115 W1 I .. 4K�- - - - - - -- - -- - -- - - --- - M Garaae co Closet Ent ry Powd r N 111 D111 a, 3 o' _ �O 104 103 10 Note: See Floor/Ceiling Revisions 5'-5 1/2" a 11'-0" a 6-5 1/2" asembly F4 on SheetA.001 _ j = for ceiling assembly # Date Notes Ar =, - _ 4 �o � w1 i : I M co 25'-0" A.421 3 i ti 3 A,211 o A.211 (V I i N ------------------ - - - i 1' 1 1/2" 22'-9" 1'-1 1/2" 41 — �. - W114 W113� W112 W1 T-4 1/2" 4'-7 1/2" 4'-7 1/2" 7'-4 1/2" Scale: 1/4"=1'-0" or as noted i 8'-0" 25'-0" 8'-0" 13'-0" 24'-0" 78'-0" 12/21/22 Issued for construction Ground Floor Plan 1 2 A.211 A.210 1 Rra- ound�Fjrloo PlanAn101 le: 1/4 '-0" Issued for Permit 2 A.210 Twin Barns 78'-0" 24'-0" 2'-0" 13'-0" 2'- 13'0" 24'0" Lot 4, Wildberry Fields Subdivision, Southold NY Owner W217 w1 Hal & Jessica Coopersmith — Lot 4, Wildberry Fields j — Southold NY I . 22'-11 3/4" 1 � o f- A.211 2'--6" 4'-0" 4'-0" 2'-6" 2 2 Architect _ Master Bedroom 1 Andrew Pollock Architect, PC w1 N 204 v 56 South Oxford Street W224 W223 W222 o M - _r _� V- _ Brooklyn, NY 11217 — - - _ - __ -- - - - - , ,;,, ,, ,: ,, . 62 Tel. 2 0.0044 ifl _ 12 Email: andrew@cityarchitect.com o> 23'-6 1/2" ' r www.cityarchitect.com ir T zo P1 W1 D204a P1 W221 W22 O O D204c _ Structural Engineer - •.,�,� � � — ���,. ,�,��„ � .: n, �o T 1 15-11 314 13-0 13-8 1/2 2-0 4-6 2-0 a _._- _ _-.._.._- N "=— N J (� Bedroom Hall- o " r rr - — yp a t p• - N 3 r� r Bedroom 2 �' � N ! DN 6T@ 6 x 11= -6, i14 o 203 o t% t� M —- ` - c O o � c 201 0 0 -- _—---� -- N � ���, S�' cc J' 1 N MLn P2 1 �A.210 �, D201b n_t r n —� 3 = _ 9R @ x 1/ -5-5 1/8 - `/ a co 8T@ x 11= '-4" P1 Maste CI s t ( N 9 o 2 01. i� U �`� /f' - 1 --- _-- - P2 _ Notes: Lj o Provide pan and \ oo Bathr00 P2 For Building Assemblies refer to A.001 Sheet N D202a \ drain underW/D \;. o ` - For Specifications refer to A.002 Sheet ca•� W1 and left closet _ D207a \' p 208 a N o o r ° .moo a �l _� ;% 0 1' FDARC - ; "' Bathroom 2 P2 � � � �R- �'' o 00 P2 0 _ 4'-11 1/8" N -Z,.)H74 ,. r , 205 W206 W207 - W1 W1 N P2 !' - - � o D206 Fes.. N e M N 1 Bedroom 3 Vlaster Bath om A.211 "' 207 206 /rULt, Revisions o N # Date Notes 3 N 3 A.211 a A.211 Nr O ZD 13'-71/4" 9'-1" W210 W211 W212 W1 26'-0" 2'-6" 4--0" 4'-0" 2'-6" 2'-0" 13'-0" 7'-4 1/2" 4'-7 1/2" 4'-7 1/2" 7'-4 1/2" 41'-0" 13'-0" 24'-0" I 78'-0" Scale: 1/4"=V-0" or as noted 12/21/22 Issued for construction Second Floor Plan Second Floor (D- Scale: 1/4" = 1'-0" A.210 Plan Issued for Permit Am102 2 A.210 Twin Earns 44-0 1/2' 9-11 1/2 27-0 1/2„ Lot 4, Wildberry FieldsSubdivision, Southold NY Balcony below Flat roof below Owner I 1 Hal & Jessica Coopersmith A.211 r-- ----- ------ -----� I I Lot 4, Wildberry Fields Southold NY CL o I I 00 I I I 2 I 2 Architect A.211 I A.211 Andrew Pollock Architect, PC 56 South Oxford Street Brooklyn, NY 11217 Tel: 212.620.0044 I I Flat roof below I Email: andrew@cityarchitect.com o. U) www.cityarchitect.com 5 0o 1'-4"I 12 I I 12 ► '� I 'v 12 I I Structural Engineer I I I 12 ! 12 j I I I N 1 1 o Sol 1 A.21 A.210 N i N A.210 T 12 o 12 i LO o I I I IT I I I I I 12 12 �, I I I o I R" ERED 12 IY 12 12 Flat roof below 'a 12 12 ' ' --- -- ------------------ — — — J 9 °a?> I I I ! I I Min. 1148 Slope Min. 1/48 Slope Revisions I I 1 # Date Notes 3 A.211 A.211 3 Flat roof below A.211 I I I I 1 I I I I I L————————————————— ———————— ———————j 1 Roof Plan ' Scale: 114'' = 1'-0" Scale: 1/4"=1 '-0" or as noted 12/21/22 Issued for construction Roof Plan 2 A.210 Aw103 Issued for Permit 3-2x8 Drop Girder 8" sono tubes 48" below grade STRUCTURAL - GENERAL NOTES --- , N - A. GENERAL Twin a rn s 1 1 RELEVANT NOTES ON THIS AND OTHER STRUCTURAL DRAWINGS ARE 1 I ----- `------ APPLICABLE TO ALL STRUCTURAL DRAWINGS. SEE SPECIFICATIONS FOR 5. ALL FOOTINGS AND STRUCTURAL SLABS SHALL BE POURED ON r-------- I I ADDITIONAL REQUIREMENTS. UNDISTURBED VIRGIN SOIL OR COMPACTED GRANULAR FILL HAVING A 9 1/2 TJI 230 I I MINIMUM BEARING CAPACITY OF TWO TONS PER SQ.FT. � I / I. I o _ 2. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE o I NEW YORK STATE UNIFORM BUILDING CODE,THE NEW PORK STATE ENERGY 6, THE CONCRETE CONTRACTOR SHALL COOPERATE IN SETTING ALL ANCHOR I'. CONSERVATION CODE AND LOCAL AUTHORITIES. BOLTS, INSERTS,SLEEVES,ETC. AS REQUIRED BY OTHER TRADES. I I I I' 7. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED, ALL SNAP TIES EXTERIORBRAG °p I � I',, 3. CONTRACTOR SHALL INVESTIGATE AND VERIFY EXISTING CONDITIONS 1-7-1 3-9 1/2"LVL FLOOR JOISTS, cxv I I I' AND SHALL BRING ANY DISCREPANCIES OR SPECIAL CONDITIONS THAT WILL AND WALL PENETRATIONS SHALL BE CUT BACK AND GROUTED SO AS TO BELOW FLOOR ABOVE i I= ` _ _ PRECLUDE ANY CORROSION. AFFECT WORK TO THE ATTENTION OF THE ENGINEER AS SOON AS POSSIBLE. ------ `--- "'2-_L- --------`-r-------- ----- S SHALL BE PROHIBITED. ---` -` I I 8. ADMIXTURES CONTAINING CHLORIDE' ' I 4. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND ACCEPTANCE BY Lot 4, Wildberry Fields I I ENGINEER BEFORE FABRICATION AND INSTALLATION OF ANY WORK. -- -------------------------tz-- ----------- --- L- - ----_---� f` 9. ALL REINFORCEMENT SHALL BE TIED IN PLACE BEFORE CONCRETE IS Subdivision, Southold NY 5. CONTRACTORS MUST COORDINATE DETAILING AND LOCATION OF POURED,ALL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON -_ _----- GROUND SHALL BE SUPPORTED ON PRECAST BRICKS OR APPROVED CHAIR I I ------- PENETRATIONS, INSERTS,ANCHORS,ETC.,OF ALL TRADES AND MUST I I I - PRnVIC]F AND INSTAI L-ANCHORS, INSERTS,HANGERS,FTC.,AS RFC)l]IRFCI 10. ALL REINFORCING BARS SHALL BE CONTINUOUS EXCEPT AS NOTED, I 1 91/2 TJI!230 I I BY VARIOUS TRADES. NOT ALL ARE SHOWN ON PLANS. I LAPPED PER ACI 318, CLASS"C", WITH 40 DIAMETERS MINIMUM,BENT I I I I 6. ANY INCONSISTENCIES IN DIMENSIONS ON PLANS SHALL BE BROUGHT TO THE AROUND CORNERS W/12" HOOKS.FOR FRAMED SLABS, LAP TOP BARS AT i i 3-91/2 L� �'i' , I ATTENTION OF THE ENGINEER FOR RESOLUTION. MID SPAN BETWEEN SUPPORTS AND BOTTOM BARS AT SUPPORTS, I _ I I - I REVERSE FOR FOUNDATION MATS. STAGGER SPLICES AND OFFSET I 3-91/2 LVL I SPLICES OF BARS AT OPPOSITE FACES. FLUSH , , - --} a I Owner L-- ` 3 M:74 I' /` 1 7. ALL FRAMING AND WALLS SHOULD BE ADEQUATELY BRACED DURING + 1 CONSTRUCTION AGAINST MOVEMENT IN ANY DIRECTION AT ANY LEVEL UNTIL 11. ALL SLAB-ON-GRADE THICKNESSES SHOWN ARE MINIMUM THICKNESSES I J %r- L11 i LATERAL SUPPORT IS PROVIDED BY OTHER REQUIRED CONSTRUCTION. TO BE USED.INCREASE AS REQUIRED FOR DRAINAGE PITCH. Hal & JeSSICB COOpersmlth I o 3-9 1/2 DROP r-.N y _ _ IILE�ILA_ --� I 12. EXCEPT AS NOTED,ALL POUR STOPS SHALL BE TREATED AS Lot 4, Wlldberry Fields I- GIR _ 1 8. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. CONSTRUCTION JOINTS AND SHALL HAVE KEYS AND CONTINUOUS REBAR. Southold NY _, DER - - J WALL SECTIONS SHALL BE PLACED ALTERNATIVELY OR WITH A MINIMUM JOF 24 HOURS BETWEEN ADJACENT POURS. _ - ,- r9. PROVIDE FLASHING ATAt_L.ROOF BREAKS,CHIMNEYS,SKYLIGHTS,EXTERIORI � ' ' 3-9 1/2 LVL „ I I o i DOORS,WINDOWS,DECKS AND ETC. 13. FOR CONCRETE WALLS ABOVE GRADE,VERTICAL CONSTRUCTION JOINTS �- DROP GIRDER I- I I I I I SHALL BE LOCATED AT MAXIMUM SPACING OF 40 FT., AT LEAST 4 FT.FROM I `-"' cr+ I -------_--J I I 70. DO NOT SCALE DRAWINGS, ANY SUPPORTING OR INTERSECTING WALL OR BUTTRESS,OR ANY WALL I` I ectorpump) I 1 11. DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER ARE NOT OPENING HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED I 3 1/2"O.D. PIPE COLUMN ON (. WALL BELOW RESPONSIBLE FOR THE INSPECTION,SUPERVISION OR ADMINISTRATION OF THIS EXCEPT WHERE NOTED ON PLANS OR SHOWN AND ACCEPTED ON SHOP Architect T-0"x 3'-0"x 1'-6"P.C. FOOTIN ; I_ STAIRS i CONSTRUCTION PROJECT.FEDERAL,STATE AND LOCAL ZONING AND BUILDING DRAWINGS. I i w/4-#4 REBAR EACH WAY r ` L �` I CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. (TYP.) 14. HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT r I U J WHERE NOTED ON PLANS OR SHOWN AND ACCEPTED ON SHOP DRAWINGS. And ew Pollock Architect, PC L - _______________ ____ _ __ ---J r----------------1 I I I 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION 56 South Oxford Street I _ __________- I I I I I AND SHALL NOT BE CONSIDERED AS A CONTRACT BETWEEN BUILDER AND I I I I I OWNER. D. STRUCTURAL STEEL Brooklyn, NY 11217 I �__ ---- I I I J 13. THE SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY SHALL BE 1. ALL STRUCTURAL STEEL SHALL BE CONFORMING TO ASTM I I ( I I 4"P.C.SLAB w/6x6-W2.9xW2.9 WWM I I Tel: 212.620.0044 I ( I I I I I DESIGNED AND BUILT IN ACCORDANCE WITH THE SUFFOLK COUNTY SPECIFICATIONS AS FOLLOW: I I I I I I SET ON COMPACTED GRANULAR MAT I I DEPARTMENT OF HEALTH SERVICES. Email: andrew@cityarchitect.com I I I I I I I I WIDE FLANGE: A992-GR50 I I I I I I I 14. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW YORK HSS: A500-GR B I SLOPE SLAB STEEL ANGLE: A36 www.cit architect.com L---------------------------J I I I I I STATE ENERGY CUNSEKVATIUN CUDE. Y I I I I I I PLATES: A36 --- ----------J I I I I 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL CHANGES PRIOR TO AND DURING I I I I CONSTRUCTION. I I I 2. AFFIDAVIT TO BE FILED WITH BUILDING DEPARTMENT UPON I I I 16- FI FCTRICAI AND MFCHANICAI COMPONFNTS TO BF DFSIGNFD AND SPFCIFIFD REQUEST. I I I I BY OTHERS. 3. ALL STRUCTURAL STEEL FABRICATION,ERECTION,AND Structural Engineer I I I I I I I I 17. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARY TO CONNECTIONS SHALL CONFORM TO LATEST AISC STANDARDS I I I -------� I PROTECT THE ENGINEER AND OWNER. AND SPECIFICATIONS TYPE 2 CONSTRUCTION EXCEPT AS---------------------- I NOTED. I I 18. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL AND IN THE BASEMENT ---------'------------------------ (IF APPLICABLE).POSITION ALARMS NEAR ENTRY FROM HOUSE TO ATTACHED 4• ALL FIELD CONNECTIONS TO BE 3/4"DIA.MACHINE BOLTS GARAGE AREA. UNLESS INDICATED OTHERWISE. SHOP CONNECTIONS TO BE rnd Floor Framin Plan EITHER MACHINE BOLTED OR WELDED. ALL BOLTS TO BE A-325 &Ra_V-3/16" g 19. SMOKE DETECTORS ARE REQUIRED IN EACH BEDROOM AND ON EACH LEVEL OF FRICTION TYPE,CONNECTIONS SHALL BE PER TYPE I = 1'-O" DWELLING,AS REQUIRED BY THE NEW YORK STATE BUILDING CODE, CONSTRUCTION PER AISC FOR PORTAL FRAMES AND SHALL BE DETAILED TO DEVELOP AT LEAST FULL ALLOWABLE 20. ANY ALTERATION,REPAIR,ADDITION TO OR CONVERSION OF AN EXISTING MOVEMENT AND SHEAR CAPACITY. ALL REMAINING STEEL TO Notes: DWELLING REQUIRING A BUILDING PERMIT NOW REQUIRES THAT ALL SLEEPING HAVE TYPE 2 CONNECTIONS. A-307BOLTS MAY BE For Building Assemblies refer to A.001 Sheet ROOMS IN THE HOUSE BE UPGRADED WITH HARD-WIRED AND INTERCONNECTED USED FOR MINOR CONNECTIONS WHEN ACCEPTABLE For Specifications refer to A.002 Sheet SMOKE ALARMS. TO ENGINEER. ANCHOR BOLTS TO BE F1554 GR.36. p For stair dimensions see A100 &A102 21. THE NEW YORK STATE CODES ALSO APPLY TO ACCESSORY STRUCTURE DESIGN. 5. THE STRUCTURAL STEEL FABRICATOR SHALL SUBMIT SHOP 22. GARAGE DOORS SHALL BE RATED FOR 120 MPH WIND LOAD. DRAWINGS TO THE ENGINEER FOR APPROVAL. ERECTION OFSTRUCTURAL STEEL SHALL NOT PROCEED UNTIL THE SHOP 1 DRAWINGS HAVE BEEN APPROVED. 2-2x 2-2x10 B. FOUNDATIONS 6. ALL WELDING SHALL CONFORM TO RISC AND AWS Fp gRCh/ \ - - -- SPFC.IFICATIONS. 1. FOUNDATIONS SHALL BEAR ON UNDISTURBED NATURAL GRANULAR MATERIAL ,�5� �`�d - P �CO T� OF 1.5 TSF MINIMUM BEARING CAPACITY. WHERE INDICATED,FOOTING MAY 7. ALL STEEL SURFACES NOT IN CONTACT WITH CONCRETE SHALL BEAR ON GRANULAR BACKFILL,MACHINE-COMPACTED IN LAYERS OF 12 INCHES / X RECEIVE ONE SHOP COAT OF APPROVED PAINT AND AFTER s` TO A MINIMUM OF 95%MAXIMUM DENSITY PER ASTM D1557. AFTER EXCAVATING ERECTION,ONE FIELD COAT. OMIT PRIMER PAINT AT LOCATION TO APPROPRIATE LEVELS,PROVIDE ENGINEER WITH AMPLE TIME TO REVIEW OF FIELD WELDS AND HIGH STRENGTH BOLTS. THESE AREAS EXCAVATED CONDITIONS BEFORE PLACING FOUNDATIONS. SHALL RECEIVE TWO COATS ONCE CONNECTIONS HAVE BEEN "I . r S '0 o COMPLETED. ALL STEEL NOT IN CONDITIONED SPACE SHALL Tq 22so5- O X n � � y SIMPSON HDU2 c14 2. CELLAR SLAB SHALL BE PLACED ON 3"SAND FILL OVER 6 MIL LAPPED AND TAPED HAVE ONE PRIME COAT+TWO FINAL COATS OF RUSTPROOF HOLD-DOWN 2-2x10 2-2x10 4x4x14 11 7/8TJI/360 @16" POLYETHYLENE VAPOR BARRIER. EPDXY PAINT SYSTEM.ALL DAMAGED AREAS OF PAINT TO BE REPAIRED. 3. DO NOT BACKFILL AGAINST THE FOUNDATION WALLS UNTIL FLOOR SYSTEM 8. CONTRACTOR TO METALIZE OR GALVANIZE THE BOTTOM 24"OF 2-2x10 INSTALLATION IS COMPLETE. ALL STEEL COLUMNS OR BASE PLATES SET ONTO THE - CONCRETE FOUNDATION.APPLY TWO COATS OF EPDXY PAINT SYSTEM PROVIDE 112" ,�' 11 7/8 TJI/ 1 �? %'�, , � C. CONCRETE AND REINFORCING STEEL OVER TREATED AREAS. Revisions PLYWOOD i 360 @ 16 • - 9. NO BEAMS OR COLUMNS SHALL BE CUT BY CONTRACTORS i. _ 1, DESIGN,MATERIALS&METHODS OF CONSTRUCTION SHALL COMPLY WITH THE SHEAR WALL �. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 OF THE WITHOUT APPROVAL OF THE ENGINEER. r, N AMERICAN CONCRETE INSTITUTE-LATEST EDITION. ULTIMATE DESIGN # Date Notes ci 10. THE STRUCTURE SHALL BE PROPERLY SIMPSON HDU2 _ -'' - _ � " STRENGTH FOR ALL REINFORCED CONCRETE SHALL BE 3000 PSI.AT 28 DAYS, GUYED AND BRACED. - EXCEPT CONCRETE SLAB,WHICH SHALL BE 4000PSI. HOLD-DOWN ---- _..� 11. GROUT UNDER ALL COLUMN AND BEAM BEARING PLATES. 2-11 7/8 LVL FLUSH > 2. CONCRETE TO BE POURED IN AMBIENT TEMPERATURES OF 40+DEG.F. IF GROUT SHALL BE SHALL BE NON-SHRINK'PROPAK OR EQUAL. ! � I��, I ! ( i � ' - x o o POURED IN COLDER WEATHER THE CONCRETE MUST BE PROTECTED FROM -_ `}. 11 7/8TJ1/360 @16" L`; ( FREEZING FORA PERIOD OF 14 DAYS. 19. PROVtt)F I C7OSF I INTFI S AS REOLIIRFD FOR OPENINGS IN ASSUMED DIRECTION OF \ ?r 11.7/8TJI/560 \ MASONRY WALLS AND PARTITIONS. @ - `f` ';FLOORING \ A. KEEP FORMS IN PLACE,COVER TOP AND SIDES OF FORMS WITH INSULATED 16" TARPS FOR PROTECTION FROM WIND FOR A MINIMUM OF 3 DAYS AFTER POUR. 13. PROVIDE HOLES IN SHOP FOR BOLTED BLOCKING,PIPE PENETRATIONS,ETC. DETAILS SHALL BE SHOWN ON SHOP - j - B. AFTER FORMS ARE REMOVED,PROVIDE INSULATED TARPS TO HOLD HEAT DRAWINGS FOR REVIEW BY ENGINEER. ----i AND PROTECT FROM WIND FOR A PERIOD OF 14 DAYS AFTER POUR. 14. BEAM WEB STIFFENERS SHALL BE PROVIDED AT POINTS OF CATHEDRAL CEILING - ` -- �-4x4x14 3. CONCRETE&REINFORCING MATERIALS SHALL CONFORM TO THE FOLLOWING REACTIONS+LOADS .____ __---- _ -_ _ STANDARDS-LATEST EDITION, EJ _ A. PORTLAND CEMENT AS PER ASTM C150 TYPE I. E. MISCELLANEOUS - - SIMPSONHOLD-DOWN t B.CONCRETE AGGREGATES PER ASTM 314 MAX.SIZE. 1. PRECISE LOCATION OF STRUCTURAL PENETRATIONS AND OF - C.WATER SHALL BE CLEAN&FREE FROM INJURIOUS AMOUNT OF OILS,ACIDS, - ALKALIS,SALT,ORGANIC MATERIALS&DELETERIOUS SUBSTANCES. STRUCTURAL MEMBERS AFFECTED BY EQUIPMENT ARE TO BE Scale: /4"=1'-O" or as noted 2-2x10 2-2x10 I I y D.REINFORCING BARS SHALL BE INTERMEDIATE GRADE NEW BILLET STEEL, DETERMINED BY CONTRACTOR AFTER COORDINATION WITH I---1-- FF'T, DEFORMED AS PER ASTM A615,GRADE 60. ALL SPLICES SHALL BE A REQUIREMENTS OF EQUIPMENT MANUFACTURERS AND OTHER ' ' MINIMUM OF 40 DIA.IN LENGTI L LIOOKS AND TIE SHALL CONFORM TO TRADES AND£HALL BE SUBMITTED ON SHOP DRAWINGS FOR SIMPSON HDU2 ;i 4x4x14 `- a m C.R.S.I.STANDARDS. REVIEW BY ENGINEER. 12/21/22 Issued for construction HOLD-DOWN ;z' E. COLD DRAWN WIRE OR WELDED WIRE FABRIC AS PER ASTM A82-84 AND � ; �; w a A185-84. 2. ALL EXTERIOR EQUIPMENT,GROUND OR ROOF MOUNTED,TO c N F.WATERPROOFING AS PER ACI 515.1 R-79. BE ANCHORED TO SUPPORTING STRUCTURE TO PROVIDE A 2-2x10 " r MINIMUM FACTOR OF SAFETY OF 1.5 AGAINST Framing Plans & 4. ALL CONCRETE SHALL HAVE: OVERTURNING IN A WIND EXERTING A FORCE OF 30 PSF. 11 7/8TJI/360 @16" A AIR ENTRAINMENT (5-7%RETENTION) 3. ALL EXTERIOR WALLS BELOW GRADE SHALL BE DAMPPROOFED Notes - _ - �� B. WATERPROOFING ADMIXTURE XYPEX Admix C-500 DOSAGE RATE 2-3°/" II �1 7/8TJI/360 @16' (WHERE SPECIFIED) ( ) AND SHALL HAVE BACK WALL DRAINS WERE SHOWN ON ( PLANS. Second Floor FramingPlan -� 4x4x14 Am110 2 Scale: 3/16" = 1'-0" Drop rough framing Issued for Permit 2" in these areas ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION OF FASTENER'," Roof 4-8d box(2'/2"x 0.113')or 1 Blocking between ceiling joists or rafters to top plate 3-8d common(2'/2"x 0.131");or Toe nail 3-1 Od box(3"x 0.128");or 3- d box 31"nails 4-8d8d box Twin Barns (2'/2"x 0.113'�;or it 3-8d common(2'/2"x 0.131");or - - -- - - - - 2 Ceiling joists to top plate 3-1 Od box(3"x 0.128");or Per joist,toe nail �. 3-3"x 0.131"nails Ceiling joist not attached to parallel rafter,laps over 4-1Did box(3"x 0,128');or •2x10 RR 2X10 RR 3 partitions[see Sections R802.3.1,R802.3.2 and Table 3-16d common(3'/2"x 0.162");or Face nail `zzz:� @ 16" 16" R802.5.1(9)] 4-3"x 0.131"nails Ceiling joist attached to parallel rafter(heel joint) 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5,1(9) Face nail 2-3x8 TIES SET 36"ABOVE WALL PLATE R802.5.1(9)] SHOWN ON SECTION 1/210 CDCollar tie to rafter,face nail or 1'/4"x 20 ga.ridge strap to 4-1Od box(3"x 0.128');or CD 5 rafter 3-1 Od common(3"x 0.148');or Face nail each rafter X N 4-3"x 0.131"nails 3-2x6 3-2x6 N 3-16d box nails(3'/2"x 0.135');or r X W •CATHEDRAL 4 2 toe nails on one side and 1 toe nail 3-lOd common nails 3"x 0.1 8'7;of - _ -- CEILING 6 Rafter or roof truss to plate 4-1 D on opposite side of each rafter or '. W - EL d box 1"x 0.128');or Lot 4, Wildberry Fields o OC�tL 43"x0.131"nails ""SS Subdivision Southold NY N O 3 W 4-16d(3'J2"x 0,135");or r �\ N 5 -I UJ 3-10d common(3'/2"x 0.148");or 4-1 J N~ Roof rafters to ridge,valley or hip rafters or roof rafter 4-30 x 0.131"ails 28');or Toe nail 5-2x6 POST TO RIDGE 7 r to minimum 2 ridge beam 3-16d box 3'/2"x 0.135");or fY co 2-16d common(3'/2"x 0.162');or Doo !, 3-1 Od box(3"x 0.128');or End nail T @2-2x8 2-2x8 3-3"x 0.131"nails wanCHIMNEYL4 1 o -- 16d common(31/2"x 0.162') 24"D.C.face nail X cn 5-2x6 2x10 16"D.C.face nail N @� tY B.' ( );� •3-9 1/2"LVL � 8 Stud to stud(not at braced wall panels) lOd box 3"x 0.128' or Owner � �M CD 0 / 3"x 0.131"nails O N O oXD O o \\ < 16d box(3'/"x 0.135");or 12"D.C.face nail N I X X il Stud to stud and abutting studs at intersecting wall corners 3"x 0.131"nails Hal & Jessica Coo ersm ith X 2-9 1/2"LVL M 2-9 1/2"LVL A r, 2-9 1/2"LVL v N__ N= N 10 RIDGE O RIDGE " M- - - `" 2x8 C5 j 9 (at braced wall panels) l6d common(31/2"x 0.162') 16"D.C.face nail Lot 4, Wildberry Fields 3-2x6 JACK STUDS+4-2X6 FULL 16d common(3'/2"x 0.162") 16"D.C.each edge face nail m HEIGHT STUDS-USE FULL N `- ! 1� 10 Built-up header(2"to 2"header with'/2"spacer) g Southold NY o 16d box(3'/2"x 0.135') 12"D.C.each edge face nail HEIGHT VERSA STUDS FOR GABLE t f N 5-8d box(2'/2"x 0.113');or 1 1-1 I Continuous header to stud 4-8d common(2'/2"x 0.13 V);or Toe nail - box(3"x 0.128') 410d •3-9 1/2 LVL � 16d common(3'!2"x 0,162") 16"o.c.face nail CATHEDRAL 12 Top plate to top plate IOd box(3"x 0.128");or CEILING 2x10 PLATE 3"x0.131"nails 12"o.a face nail ,,,. 8-16d common 3 1 'x 0.16_ ),or 'I ( Architect ■ Double top plate splice for SDCs A-D2 with seismic braced 12-16d box(3'/2"x 0.135');of 0 to -� wall line spacing<25' 12-1 Od box(3"x 0.128');or Face nail on each side of end joint cx o Go o i \,, 13 12-3"xO.131"nails (minimum 24"lap splice length each side of end joint) X X x J N N N Double top late splice SDCs D,D,or D,;and braced wall , „ Andrew Pollock Architect, PC \' line spacing>_25' o ' - 12-16d(3/2 x 0.]35") Y _ 56 South Oxford Street --. ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER', SPACING AND LOCATION Brooklyn, N Y 11217 3-2X6 3-2x6 3-2x6 16d common(3'/2"x 0.11 16"D.C.face nail 14 Bottom plate to joist,rim joist,band joist or 2X10 RR 2X10 RR blocking(not at braced wall panels) 16d box(3/2"x 0.135");or Tel: 212.620.0044 P 12"D.C.face nail 3"x 0.131"nails o -@ 1s" @ 1s" Email: andrew@cityarchitect.Com I � Bottom plate to joist,rim joist,band joist or 3-16d box(3/2"x 0.135);or 3 each 16"D.C.face nail X 15 2-16d common 3%2'x 0.162' or 2 each 16"D.C.face nail N FULL HEIGHT WALL o blocking(at braced wall panel) ( �' N I 8 C5 x 4-Y x 0.131"nails 4 each 16"D.C.face nail W Ww.eitya rch itect.com n1 4-8d box(21l�"x 0.113');or M 3-16d box(3/2"x 0.1351;or O I `b• 4-8d common(21/,"x 0.131');or Toe nail W r"• 4-1Od box 3"x 0.128' ;or N ❑ 16 Top or bottom plate to stud 4-3"x 0,131"nails W I ��' N p CV CY 3-16d box(3'12"x 0.135');or 2-16d common(31/2"x 0,162');or End nail Structural Engineer 3-l0d box(3"x 0.128');or g •2x8 ' 3-3"x 0.131"nails @16 I�2X8 " 3-10d box(3"x 0.128');or @16 17 Top plates,laps at comers and intersections 2-16d common(372"x 0.162');or Face nail 3-3"x 0.131"nail s - - 3-8d box(2'/2"x 0.113');or 2-2xl 0 2-2X10 2-2x10 18 1"brace to each stud and plate 2-8d common(2'/,"x 0.131�:or Face nail 2-10d box(3"x 0.128');or Attic/Roof FramingPlan X__ •2-2x8 MINIMUM HEADER 2staples P14" 1 UNLESS OTHEWISE NOTED 3-8d box(2'/2"X 0.113');or Scale: 3/16" = 1'-0" Drop rough framing 2" 19 1"x 6"sheath ing to each beating 2-8d common(21/2"x 0.131');or Face nail 2-10d box(3"x 0.128');or in these areas 2staples,1"crown,16 ga.,P/4"long 3-8d box(2'/2"x 0.113')-,or Notes: 3-8d common(2'/2"x 0.131');or For Building Assemblies refer to A.001 Sheet 3-10d box(3"x 0.las');or For Specifications refer to A.002 Sheet 3 staples,1"crown,16 ga.,1'/4"long IFor stair dimensions see Al00 &Al02 20 1"x 8"and wider sheathing to each bearing Wider than 1"x 8" Face nail 4-8d box(2'/2"x 0.113');or 3-8d common(2'/,"x 0.13V);or 3-10d box(3"x 0.128');or 2 X6 STUD WALL 4 staples,I"crown,16 ga„1%"long SIMPSON MSTAI5Z-18 2-3i/4"MACHINE 3/4•R-GPLYWOODSUB Floor GAUGE RIDGE STRAP w/12 FLOOR•GLUEDB NAILED 5!8"APA PLYWOOD BOLTS SHEATHING 4-8d box(21/2"x 0.113');or 3-8d common(2/,"x 0.131');or RAFDTERS NAILS-ALL ROOF o N I p p girder , Toe nail ��F�n ARC 21 Joist to sill,to late or rder 3-10d box(3"x 0.128');or 3AY Po 2.2 X 8 MCA PLATES 3-3"x0.131"nails �� O TERMITE SEAL SHIELD 8d box(21/2"x 0.113') 4"D.C.toe nail SEE DIET 3E DE FOR P�_>_ � JOISTS Rim joist,band joist or blocking to sill or top 8d common 2'/"x 0.131" or RAFTER TIE DETAIL - �- - �-- WHERE RAFTERS DO NOT LINE UP WITH STUDS: __ ____ _ ye3MITE 3X,.WASHEc 22 ( z ); ' - COUNTERSUNK"FRO 3 XCH WASHER plate(roof applications also) IOd box(3"X 0.128');OC 6"D.C.toe nail ter" •. * +� ; >� , SIMPSON H8 HURRICANE CLIPS @ 16"O.C. -�- 12"FROM EACH CORNER ON EXTERIOR FACE OF PLATE W/5-1 Od NAILS EACH GRADE 3"x O.131"nails I ICE SHIELD UNDERLAYMENT 1' REQUIRED END 2-#5 REBAR 3-8d box(211,"x 0.113');or 1 OQ� &SIMPSON MSTA24Z 18 GAUGE METAL STRAPS @ 32" = CONTINUOUS 2-8d common 10.131');or . ST2230 y / O.C.W/18-10d NAILS 23 ]"x 6"subfloor or less to each joist 3-10d box(3"x 0.128');or Face nail .. ' qj�OF N 112 EXPANSION SEA WATERPROOF ALLI 2 staples,1"crown,16 ga.,1%"long SURFACES BELOW `8" GRADE(TYP.) 2-3x8 TIES w/1-2 X10 RR EACH SIDE z P.c.RATsuB ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER-,Q0 SPACING AND LOCATION OF THE TIE - Floor 3-16d box(31/2"x 0.135');or END VIEW SIDE VIEW 2-#5 REBA 8X 16'PC FT SET36" 24 2"subfloor to joist or girder 2-16d common(3'/2"x 0.162') Blind and face nail MIN.BELOW GRADE 2'-0" PROVIDE 8d COMMON rNu 25 2"planks(plank&beam-floor&roof) 3-16d box(3'/2"x 0.135');or At each bearing,face nail _ NAILS @ 4"O.C.AT 3" 2-16d common(3/2"x 0.162'� EXTERIOR EDGES 1 APA RATED PLYWOOD EXTENDS OF ALL SHEATHING RAFTER & TIE DETAIL Craw1/2 S ace Foundation ( ) or TO TOP OF TOP PLATE 3 4 3- " common(3/2"x 0,162') I� 4-3ox 0.131 nails;or ReVISIOnS 26 Band or rim joist to joist End nail WHERE RAFTERS AND STUDS ALIG SCaIe: 1/2" = 1'-0" Scale: " = 1'-011 4-3"x 14 ga.staples,'/1fi"crown SIMPSON H8 HURRICANE TIES @ 16" C. .{{ W/5-10d NAILS @ RAFTER,2-10d NAILS @ 20d common(4"x 0.192");or Nail each layer as follows:32"D.C. 1tf' Date Notes PLATE,AND 5-10d NAILS @STUD at top and bottom and staggered. lOd box(3"x 0.128");or 24"D.C.face nail at top and bottom 31a"PLYWOOD SUBFLOOR 27 Built-up girders and beams,2-inch lumber 3"x 0.131"nails staggered on opposite sides GLUED AND NAILED(TYPICAL) PROVIDE SOLID BLOCKING AT layers And: ALL SUBFLOOR EDGES- 5/s"APA RATED 2-20d common(4"x 0.192');or FIRST TWO BAYS OF FRAMING PLYWOOD 3-10d box(3"x 0.128');or Face nail at ends and at each splice ls SHEATHING 4 16d box(3'/,t'�x 0.135');or 3-16d common(3'/2"x 0.162");or 28 Ledger strip supporting joists or rafters 4-1 Od box(3"x 0.128');or At each joist or rafter,face nail 2ND LEVEL JOISTSFLOOR JOIST- 43"x 0.131 nails DOUBLE TOP E"APAPLYwooO 29 Bridging to joist 2-1 Od(3"x 0.128') Each end,toe nail PLATE PLYWOOD SHEATHING 7 SHEATHING 2 x 6 STUD WALL SPACING OF FASTENERS TO OVERLAP BOX BEAM-TOP+BOTTOM DESCRIPTION NUMBER AND 4= ITEM Intermediate PROVIDE WEB s71FFENER 2 x8 BorroM PUTS OF BUILDING ELEMENTS TYPE OF FASTENER", Edges" supports',° (inches) SIMPSON LSTA36 AT ALL SUPPORT POINTS- (inches) METAL STRAPS SOLID BLOCKING UNDER a°°"PLYWOOD 2 X 6 STUDS SUBFLOOR Wood structural panels,subfloor,roof and Interior wall sheathing to framing and particleboard wall sheathing to framing @ 16"O.C. @ JACK POSTS ALL POSTS [see Table R602.3(3)for wood structural panel exteriorwall sheathing to wall framing] 3 i 6d common(2"x 0.113')nail(subfloor,wall)' 30 /B"- /2" 8d common 2'/"x 0.131' nail(roof) 6 12' IMPSON SSPZ 1 3/6"WIDE-18 ( 3 ) ( � SHEATHING NAILED TO ti4ie•TJI GAUGE SILL PLATE 31 19I3, -I" 8d common nail(2'/2"x 0.131') 6 12' METAL STRAP WRAPPED UNDER Scale: 1/4rt_1,_Ort or as noted BOTTOM PLATE @ 32"O.C. TERMITE SHIELD&SILL 32 1'/" 1'/" IOd common(3"x 0.148")nail;or 6 12 W/4-10d NAILS (TYPICAL) SEAL s - 4 8d(2/,"x 0.131')deformed nail ° 2-2x 6ACOSILLPLATE Other wall sheathing" GRADE 2-#5 REBAR CONTINUOUS 33 '/2"structural cellulosic fiberboard I%"galvanized roofing nail,'/16"head 2-2 x 6 MCA sheathing diameter,or I"crown staple 16 ga.,1114"long 3 6 12/21/22 Issued for construction SILL PLATES NAIL SHEATHING TO SILL PLATE "X 12"A.S.@ 32"O.c.-TYP. g 34 25/;2"structural cellulosic 1'/4"galvanized roofing nail,'/,,"head diame 3 6 w/3 X 3 X pie"METAL WASHER 8d NAILS @ 4"O.C. fiberboard sheathing ter,or l"crown staple 16 ga.,1/4"long TOP OF FOUNDATIO J STL.COLUMN 35 "gypsum ggalvanized, 7 7 .. 10 CONC WALL um sheathing, 1 ST LEVEL JOISTS ., +.•• o ' a 1/2"longs 1 leascrewsgType W or S Framing Plans s h hin a• a. (4)#5 REBAR ♦� J ' .. . !.', y. :f'. �' Z s n 4°g roofing P galvanized, •': . •.•...4 •:%. •.•'•' ;,' ••'" �y.,•.. �•�'. r ''•.. . .,; _ EACH DIRECTION 36 /,"gypsum sheathing ll/d"long l%Bascrews,TypesWoleS7 7 5#6'x 12"A.B.@ 32'O.C.. 4:. •?�:• : ', :. WATERPROOF 1°2"EXPANSION SEAL m (12"FROM CORNERS) ,'� ,: ;,�•'�' '' '., " '!`." •.y,•••' ALL SURFACES a 3#4"xl lxll BASE PLATE Wood structural panels,combination subfloor underlaymentto framing Details ° ° ' BELOW GRADE-TYP 6ddeformed 2"x0,120' COUNTERSUNK W/ !4r� ,::•; v' •' :• 8d common 2/"x 0.131' nail SEE FOUNDATION DWG. 3 X 3 X 1/4"WASHER t":' `, '�:•.•~ - •d, a"P.c.SLAB w/ . • 37 '/4"and less ((12 7?ail'or 6 12 FOR DESIGN .: j i. a' " w a•. A. .!s..• .- :.�• , .. .��.•, 6X6-WIAXW1.d F •. ". , :-. ,.' . .. 4• ° '.'. .• " ..•• ..'• .'.'.• : ''•:"!: ••`..' '.;C.'' 2"x4 KEYWAY - ^; 4 - - 8d common(21/2"X 0.131')nail;Or 38 '/s" 1" 8d deformed(2'/2"x 0.120')nail 6 12 SECTION ELEVATION 12 X 24 P.C.FTG.SET O , 10d common(3"x 0.148")nail;oi- ON UNDISTURBED SOIL _� 39 1/x -1/4 8d deformed(2'/"x 0.120')nail 6 12 BOTTOM SET MIN 36" 2 HOLD DOWN + SHEAR CONNECTION CRITICAL PATH BELOW GRADE #5 REBAR CONTINUOUS For Sf: 1 inch=25.4 man,1 foot=304.8 mm,1 mile per hour=0.447 m/s;1 ksi=6.895 MPa. 3'-0" Framing Details T . Foundation Detail Footin Detail ilin Schedule 2Scale: 1/2" = 1'-0" 5 Scale: 1/2" = V-0" 6 Scale: 1/2" = 1'-0" 04a le:Actual Size Am111 Issued for Permit Twin Barns Lot 4, Wildberry Fields Subdivision, Southold NY Owner Hal & Jessica Coopersmith Lot 4, Wildberry Fields r—————— . ———————--———————————————--—— —————— Southold NY 71 �& ' i--- ——— - ----- _ —.i--- I III . I I Architect cs cs a Andrew Pollock Architect, PC 56 South Oxford Street Brooklyn, NY 11217 I Office e room 5 � I I ;° r------------------------ ----------------- _�-- ------------------------ -i I 003 ` 004 I I • I I i I _ I 1 I Tel• 212 620 0044 I 1 : Email: andrew@cityarchitect.com ---------a ----------- ---------- { ---- -_I-- --- ----- --------- �— —'I,'r— �,! �— �I —� i---------------------J , SD SD I I I www.cityarchitect.com - ---- I I S — — -- - - _ ------------------------ . i i�4 w �i�„YAI rh!,,, iti_Ik_�h1L'�1 ''"U.J,, 1� TMiu"� ' Y, r. I � ( I Structural Engineer NCO 1 SD - AAILZI W1 2" 4,_ 7�C7 �/ #� @---- _ -- ---� Bath 5 ,, - -- ---- - = f = 005 1 L Future P.tayroom A.210 I 10R ---, 001 - 1 0 1 9@ �C =18'-3" 1 I i I G ---------- Notesm — __ For Building Assemblies refer to A.001 Sheet J I IFor Specifications refer to A.002 Sheet I I � undr I •• I I '-----' '-----' Mech Rm L-----' I I 006 = 002 r——————————————————————————J I - - -_. - 0 AR cecor pump C �. 4. I --------------------- I ---------� ----------------------- L-----------------------'(!'-- -------� I I I I I sy o2230 I I I I qT�OF N / I---------------- I I I I ---------+---------- —� 1 I Crawl Space I I I I Unexcavated 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 Revisions IL------------------------------------J I I I I I I I I I I I I I I I I I # Date Notes L——————————————————————————————————————————- 1 1 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 WAC Lighting 3.5 Inch Tesla LED New Construction Housing a� � L�o /� a L� o• U IC Rated where exposed to the exterior non-IC where internal. -----------------—'—.----------------------- —J i Ceiling Mounted J-Box i -'}'sD Ceiling mounted, hardwired smoke detector Scale: 1/4"=1'-0" or as noted NOTE:Power and space requirements for mechanical rooms will be deturmaned when a 'co Ceiling mounted, hardwired cabon monoxide detector Basement Floor Plan decision is made as to the type of HVAC system will 1 be Used. 12/21/22 Issued for construction Scale: 1/4 = 1 -0 Wall monted J-Box step WAC Lighting Landscape Lighting LED Horizontal Step Light RCP/Electric - - Undercounter LED strip light Basement cs Cat 6 drop. Home run to Basement electrical room NOTE:All switches to be dimable Decora type Issued for Permit Am120 ! ! | i ! ' i � � U U ` Twin Barns Step 1)Step Subdivision, Southold NY st ep L: Step Step Hal & Jessica Coopersmith Southold NY ir Architect ITTTI Andrew Pollock Architect, PC HlB 56 South Oxford Street Tel: 212.620.0044 C6 Email: and rew@cityarchitect.com jc6 Den HIP 108 Bedroom 4'., SS lu ISD LI Living Room FLA 100 Dinin Area co Notes: 1101 107 B th' m For Building Assemblies refer to A.001 Sheet For Specifications refer to A.002 Sheet fl For stair dimensions see Al 00 &Al 02 CL Po 0 Kitchen a,^tml UJ i Gargge Revisions ' # Date NotesWAC Lighting 3.5 Inch Tesla LED New Construction Housing / | ".Rated where exposed m the exterior non-IC where internal. / Ceiling Mounted J'Bnx J Ceiling mounted,hardwired smoke detector � J^ � /co Ceiling mounted, hardwired oabon monoxide detector 1 i12/21/22 Issued for construction Wall mnnty] J-Box � | ' Stop WAC Lighting Landscape Lighting LED Horizontal Step LightRCP/Electric ' ! ---- Undaroounh�LED ob� UghtPlan � i / | | `c6' Cat drop. Home run to Basement electrical room i NOTE:All switches to be dimab|e Danora type &C Ground Floor Plan l��O��^� ��� K�����`f Am121 '---~~ '~' Permit Twin Barns Lot 4, Wildberry Fields Subdivision, Southold NY Owner _ -- Hal & Jessica Coopersmith Lot 4, Wildberry Fields Southold NY 'C6 Architect 1 Master B Broom 1 \ .Andrew Pollock Architect, PC I 204 4, 56 South Oxford Street — - - Brooklyn, NY 11217 ( j % 1 Tel: 212.620.0044 Email: andrew@cityarchitect.com ' y www c rchitect com � it a i SD I / I 1 ; `� i O O Structural Engineer � . -- - , r:ff I r downlight % Bedroom Hall j Bedroom 2 sD 203 ' Cownlipht \•\ n 1 i I 1 I , A.210 I Maste CI s t: Cs I downtight downtight i I + 2 C6 t j C6Not I - - ` - - es: �. S COO For Building Assemblies refer to A.001 Sheet / \ Bath For Specifications refer to A.002 Sheet 208 = Li ARcy P T Y O � Bathroom 2 02 SD C - 5 0 ' PiEFOFN / 1 Bedroom 3' aster Bath om 207 ; 206 (Revisions I # Date Notes I cs.. WAC Lighting 3.5 Inch Tesla LED New Construction Housing IC Rated where exposed to the exterior non-IC where internal. Ceiling Mounted J-Box (Scale: 1/4"=1'-0" or as noted `f sD Ceiling mounted, hardwired smoke detector 12/21/22 Issued for construction eco Fl i co Ceiling mounted, hardwired cabon monoxide detector RCP/Elect — 1 Snd oo Scale: 1/4° = 1'-0°r Plan Wall monted J-Box Second Floor step WAC Lighting Landscape Lighting LED Horizontal Step Light Plan Undercounter LED strip light 0 C6 Cat 6 drop. Home run to Basement electrical room NOTE:All switches to be dimable Decora type An122 Issued for Permit 31'-3 3/4' #U--\ Twin Barns TO.Upper Roof 26'-0' T.O.Lower Roof Lot 4, Wildberry Fields } = gi I \ Subdivision, Southold NY T.O.Structure Owner Hal & Jessica Coopersmith Lot 4, Wildberry Fields 7 Southold NY -7-7----7 7 7 7--- Architect -7- Andrew Pollock Architect, PC Ground Floor Framing 7710 ri 56 South Oxford Street Brooklyn, NY 11217 Tel: 212.620.0044 Email: andrew@cityarchitect.com www.cityarchitect.com .10'-71/4" Ground Floor Framing ------—------ Structural Engineer 0-- U�1 Elevation r �Pot Scale: '16 ?-—1 31'-3314* TO.Upper Roof 26'0 f -7 Of T.O.Lower Roof 2`3 OF r TO.Structure 12'-6" Revisions T.O.Structure LjDate Notes ..................... Second-Floor Framing '-� 77 t 1-4 L L 1 11 j JU U] 01-0. '1111F Ground Floor Framing —7 Scale: 1/4"=1 '-0" or as noted 12/21/22 Issued for construction Building -r-1 Ground Floor Framing 1�p ---------- Elevations (D_Rear NT1%Elevation Scale: 3/16' , An200 Issued for Permit 31'-33/4' �. Twin Barns TO.Upper Roof \- , p f Lot 4, Wildberry Fields Subdivision, Southold NY T.O.Structure Owner / _ _ _ °• �`\ Hal & Jessica Coopersmith —\ Second Floor Framing r� - - — Lot 4, Wildberry Fields Southold NY 17:71 i Architect 1_771 --7 Ground Floor Framing I,PF Andrew Pollock Architect, PC 56 South Oxford Street Garage Floor Level � �— —-----� — Brooklyn, NY 11217 Tel: 212.620.0044 Email: andrew@cityarchitect.com i l www.cityarchitect.com Ground Floor Framing I Structural Engineer East Elevation Scale: 3/16" = 1'-0' 31'-3 3/4' { s I ; � — - -- -- -- -- � -- -- •— — - — — — — —T.O.Upper Roof i i i � `• � r ' i i a , 26'-0^ GHI TEL,T - - - -- -- - - - - - - - - - - - -� / {� �Q .4LUL0 } T.O.Lower Roof \ `� e S TEOF .Ile T.O.Structure — — — — — — — — -- — — — — — 12*-6„ Revisions T.O.Structure i # Date Notes 10•-0^ SecondFloorFraming — — Ground Floor Framing Scale: 1/4"=1 '-0" or as noted i ! 12/21/22 Issued for construction I !._ .�_. - . . ._.- .._._ �., __.... .__- - --- ._.i. ._._.._ ....._ ._ __ . .,_. .._.. . '._. -._-.._....,_,._. .._-_ _._-_.___.._,., .__.. ___..___._..__......_.. - --- -- — ----- ---• --- -- �-- �-- -- --- ----- �--- ---- --- --- - —GrountlFloorFram 9 �.r Framing Building - Elevations (D-�Sest Elevationcale: 3/16" = 1'-0" An201 Issued for Permit 31'-3 3/4" TO Upper Roof _ _ _ _ _ _ _ Twin Barns typ, 26'-0" R1 T.O.Lower Roof Building Section Notes 1. Bronze screen at Screen Porch 0010 18._0., Lot 4, Wildberry Fields — — — T.O.Structure Subdivision, Southold NY R1 m ty 12'-6" m T.O.Structure Owner R2 tYP R2 typ, W1 F1 W1 typ. tYP• W. Hal & Jessica Coo ersmith 10'-0" P -3 ST. econd Floor Framing `- Lot 4, Wildberry Fields Southold NY 1, d P1 Architect 0 typ. Andrew Pollock Architect, PC o i typ• t 56 South Oxford Street . .. F3 1 F1 / p,:.. _ ; .,f F1 F3 Brooklyn, NY 11217 P. tyP• _ typ. 0'-0 s — — Ground Floor Framing 9 . Tel 212 620 0044 oorramng Email: andrew@cityarchitect.com Average grade www.cityarchitect.com W5 W5 W4 typ• typ typ. Structural Engineer YP- F2 — — — — — — — — — — — — — — — — -10'-7 1/4" Ground Floor Framing } _ _ _ _ 31'-3 3/4" Transversal B JIddin Section — _ T,O.UpperRoof 2 Scale: 1/4" = 1'-0" .;< dIj dk typ. Notes: R1 For Building Assemblies refer to A.001 Sheet For Specifications refer to A.002 Sheet N P 26'0" 77 tyP• T.O.Lower Roof typ. R1 Rl typ. / PRG Itr�CT typ. P• w Y I ty , i a r,. o .. O � h �Y wS 18-0., STACE F N P2 T.O.Structure , P P. P2 tYP• P2 typ- P7 tyP m i Revisions N M tYP• # Date Notes � I' I F1 \� P2 F1 YP• typ typ. 10'-01, r Second Floor Framing I . AI iib P1 tyP tYP• typ .,, Ar F1 0 , F1 W1 u_ ,- u t Scale: 1/4 0 or as noted l 5 0.-0„ z i '777i f r e r` �LA Ground Floor Fr min o a �s t _ 9 -1'6"� 12/21/22 Issued for construction Average Grade -_ Building Sections W5 typ. ty f,. P7 tyP � typ. P. F2 f2 _. Ground Floor Framing /4-10'-7 1 Aw2l 1 Longitudinal Building Section Issued for Permit Scale: 1/4" = 1'-0" Twin Barns Lot 4, Wildberry Fields Subdivision, Southold NY Owner Hal & Jessica Coopersmith Lot 4, Wildberry Fields Southold NY — - - - - — — — — — — — — — — - -'— — - - - - - - - - - - - - — — — — — - -"—'—'— 31'-33/4" - - - - - - - -- - - - T.O.UpperRoof Architect Andrew Pollock Architect, PC i 56 South Oxford Street — - - — — - - - - -- - - -- - - - - - - -- - - -- -- - -'- - - - - -- — — — - - - - — -- — - - - -- — - - - _ 2s o_„ Broo lyn, NY 11217 T.O.Lower Roof k Tel: 212,620.0044 Email: andrew@cityarchitect.com www,cityarchitect.com r Structural 1 a'-o° Engineer70 T.O.Structure Or 12'-6" — — — — — T.O.Plate I 'i 10 0 Second Floor Frami ng 9 Note s: - - For Building Assemblies refer to A 001 Sheet For Specifications refer to A.002 Sheet CHI T R F P �4 p2 r STATE OF - - - --0'� - - - - - - — — — — — — — — — - - - — - -- - - - - - - - - - - - - - - — .3-. _ 0'-011 - i Ground Floor Framing Ground Floor Framing 77 Garage 2' 1 112 c o rage level m o � :. o u- Revisions o CL # Date Notes 1/4" Ground Floor Framing 70 1 Building Section 2 Buildin Section 3 Buildin Section Scale: 1/4" = 1 -0 Scale: 1/4 = 1 -0 Scale. 1/4- = 1 -0 Scale: 1/4"=1 '-0" or as noted 12/21/22 Issued for construction Building Sections A021 1 Issued for Permit Twin Barns Lot 4, Wildberry Fields Subdivision, Southold NY Owner Hal & Jessica Coopersmith j Lot 4, Wildberry Fields 4 4 4 Southold NY A.310 A.310 A.310 Architect Andrew Pollock Architect, PC ------ -- \`--------- -- ------ --- 56 South Oxford Street Brooklyn, NY 11217 Tel: 212.620.0044 Email: andrew@cityarchitect.com 1 1 1 www.cityarchitect.com A.312 A.312 A,.312 Structural Engineer 3 -- -- 3 = 3 A.310 A.310 - X i Lo C� \ 6 A.310 � Srarc aF� ------ 2 A.310 ---- ----------- Revisions 1 # Date Notes --- ---------- A.312 ----------------- AA - A.313 ----- ---- ----- Scale: 1/4"=1 '-0" or as noted 0 o 12/21/22 Issued for construction ---------------- ° Wall Sections 1 1 2 A.310 A.310 A.313 _V� - z� e 0 ------------------ ----------------- ------------------ Am300 Issued for Permit C)--Wall Section Wall Section Wall Section Wall Section Scale: 1/2" = 1'-0" DScale. 1/2" = 1'-0" 3 Scale: 1/2" = 1'-0" 4 Scale: 1/2" = it -0" 5 A.310 I , Twin Barns I I , I , I I I I I � I , I , - ____ __-__ _ 10 A.311 ---------------- Lot 4, Wildberry Fields I ' I Subdivision, Southold NY I , I , I , I , I I I I I , I , 1 , 7 -_ --------______ \ Owner Hal & Jessica Coopersmith \', \ \� Lot 4, Wildberry Fields ' V Southold NY � I I , I I, ' X I ' I I I I , ------ - -- 1 \ Architect o , Andrew Pollock Architect, PC in I I 56 South Oxford Street / \ Brooklyn, NY 11217 I , Tel: 212.620.0044 ----- -- o \ Email: andrew@cityarchitect.com www.cityarchitect.com 5 4 A.311 6A.311 A.311 ----------------- .- I Structural Engineer jX I I I I N �0 ARCy�T 00 ;t {�X*00 9 , 10 2 - --------- -- ------ A.310 ` A.310 ` ----- -- - "------ - Revisions 1 , # Date Notes 1 0 A.310 ----- ----- ---------------------- ------------------- A n I I I I Scale: 1/4"=1 '-0" or as noted ------------------ 12/21/22 Issued for construction 1 A.310 Wall Sections I , I I I � I I Wall Section Scale: 1/2" = 1'-0" ■ Issued for Permit A301 5 'win Barns A.310 ---------------- Lot 4, Wildberry Fields -- ----------- Subdivision, Southold NY Owner \ Hal & Jessica Coopersmith ` Lot 4, Wildberry Fields \ \ Southold NY Architect 4 Andrew Pollock Architect, PC " ------ 56 South Oxford Street \ Brooklyn, NY 11217 Tel: 212,620.0044 \` Email: and rew@cityarchitect.com www.cityarchitect.com A.311 6 -- \ 4 A.311 A.311 --------------- I -1 Structural Engineer i N �p ARChjT j Q� Po o F� U0 1 A.310 rE oF�N 10 2 --- - ---- ------- A.310 A.310 \, --- -- - - i Revisions I # Date Notes ---------------------- -------- ----------- A.310 Scale: 1/4"=1 '-0" or as noted 0 ---------------- 12/21/22 Issued for construction 1 Wall Sections A.310 0 -- ----------— Wall Section - 1 Scale: 1/2" = 1'-0" Issued for Permit 19 21 / � , 20 19 R1 / W1 I Typ- Twin Barns F1 W1 I 21 �_❑ may. 12 , 16 I 22 TYP- W3 I 12 12 I 18 13 "2 30 F2 15 25 I �) O O I '� 12 I �� 23 / 3 0�UG7 O I . __ ' 9 /� -J \ 18 Lot 4, Wildberry Fields Q 0JO I I ` 24 / ��� Subdivision, Southold NY 0 ova �a 14 41 p / 18 ( � r 21 '\� / '� i Typ- 10 17 �_►i ° 0 . ° ° ° 0 ° OO i a 12 13 Owner 21 � \ / I / 27 C 32 / / 1a Hal & Jessica Coopersmith �wr/ / 21 27 15 Lot 4, Wildberry Fields 26\ / Southold NY l ,1 Footing at Basement - Section Detail Foundation Wall and Floor Connection - Section Detail Floor and Wall Connection - Section Detail Roof and Wall - Section Detail 1 Scale: 1 1/2" = 1'-0" 2 Scale: 1 1/2" = 1'-0" 3 Scale: 1 1/2" = 1'-0" 4 Scale: 1 1/2" = 1'-0" Architect Andrew Pollock Architect, PC 56 South Oxford Street _ 1 Brooklyn, NY 11217 General Notes - Section Details Tel: 212.620.0044 1' X _1 R1 1❑ Cast-in-place concrete foundation 33. 2 x 12 Ridge Board Email: andrew@cityarchitect.com 34 wall ao Typ• [�� Rooftop Ridge Vent www.cityarchitect.com 3s 5 backer rodat isolation 2❑ Sealant and l 35. 1/2" GWB joint R1 12 12 31 36 3/4" Plywood sheathin / \\\ Typ --� [3.] Filter fabric over foundation drain ❑ g 1'-2 1/2" - - 4❑ Foundation drain [37] 10" Cast-in-place concrete foundation wall Structural Engineer 1/2" 1/2" [5] Gravel fill 1" 3/4" 10" 3/ " 1" ��� 38. 2 x 4 Studs - 6❑ Concrete footing 39. 2 x 4 Sill Plate 12 // // �� \� "' / �� 7❑ Min 1" high rigid nonbiodegradable -------- //� \�\ cant with liquid membrane coating at 40. 2 x 4 Sleepers 12 `, � to surface 35 p [41] 3 X Top board / 8❑ Joint filler 42. Compacted Soil 7 9. Rigid insulation, min. 1" Typ ❑ F43. 2' Concrete slab Ul ,� \\ 27 W1 10. Waterstop 44. 6 Gravel 29 11. Shape soil to form gutter „ • 27 --❑ ❑ 45. 1/2 Construction joint filler 45 >` >' 26, 12 22. Exterior Cladding [4-6.] 1/2"Air gap 43 13 [1-3.] 1 x 3 Wood strapping @ 16" o.c. ;a4 [47. 8" Cast-in-place concrete foundation ' i� � ®- wall 32 14. Benjamin Obdyke Hydrogap, or equal A E42 ` �37 48. 3/4" Plywood ❑5 xterorseang r , N ❑ Z�l \ � � � � 49. 2 x 10 Joists 1 z 16. Sprayed foam insulation � o 1 10° 17. Concrete foundation wall [50] g. � Prefinished metal flashing � � s o2a3 E� i - Section Detail o Arr✓oF &2a-1e'-,: ooF R dge Se 18 2 x Sill plate 51. 2 x Rim Board 1 1/2" = 1'-0" Guardrail at Grade/Basement E trance - Section Detail Window Head at Dormer Roof - Section Detail 6 7 19. 2" Sprayed foam insulation 52. 4" Concrete slab Scale: 1 1/2" = 1'-0" Scale: 1 1/2" = 1'-0" 20. 4" Batt insulation 53. 10 mil. poly vapour barrier Revisions [21] 5/8" GWB F541 1 x 4 Mahogany decking F221 1 x 6 Baseboard [55. (2) 2 x 10 beam # Date Notes 14A F231 3/4" Plywood subfloor 56. Cast-in-Place concrete pile in 8" 12 I 12 diameter Sonotube 24. Floor finish, as per schedule 21 I 21 57. 2 x 10 Rim board I 20 I 20 25. Joists, as per structural 21 I 18 21 r I 18 [58.] 2 x10 13 _ I \ 26. 1 x 4 Soffit Boards with 1/2"gaps for 1 24 22 22 I 13 [59] 3 X 8 Post eave ventilation 23 16 24 5� [60.] 4 x 8 Beam �52 x 8 Rim board 54 28. Ventilation Gap 61. 4 x 4 Post 25 29. 2 x 6 Header [62� (2) - 2 x 12 Stringers on both side and y in the middle r / 25 25 25 F0. 6 mil. poly vapour barrier Scale: 1/4"=1 '-0" or as noted ❑ F63] Deck edge below i/ I 511 58 31. R50 Roof Insulation 64. N/A Window as per schedule 12/21/22 Issued for construction i ' 48 ° Construction 20 Details 18 I \ I 46 ' o° o \ 1Aw3l 0 \ I Issued for Permit "inow Sill at Dormer Roof - Section Detail Wall - Section Detail Wall at Entrance- Section Detail 8 1 112"" = 1'-0" 9 Scale: 1 1/2" = 1'-0" �� Scale: 1 1/2" = 1'-0" I I 5 AX Note: 14 min. 1:48 I I I I / I \ 12 slope as per roof plan 54 54 I 2- Twin Barns I I A Plan Detail 13 uJ / I 18 -------- 2 0 ~ / i I / 6 1/2" 1/2" 7 1/4" co j �f TYp• TYh• TYp• e p I 61 Lot 4, Wildberry Fields F; 1 1/4 Subdivision, Southold NY TYp• ❑ ❑ 63 `° ° I 56 56 � 0 0 0 0 44 0 0 0 0. 0 / y / Owner O �y ❑; �', q °° �1 Q \ 13 Hal & Jessica Coopersmith 6 \ / I I 60 \ 2= / \ `� \ 36 Lot 4, Wildberry Fields / X Southold NY r"/, / �t / /� X A Plan Detail Footin at Crawl Space - Section Detail Deck Ed a - Section Detail Exterior �tair - Section Detail Wall Between Ent and Livin Room - Section Detail Scale: 1 1/2" = 1'-0" 2 Scale: 1 1/2" = 1'-0" 3 Scale: 1 1/2 1'-0" 4 Scale: 1 1/2" = 1'-0" Architect Andrew Pollock Architect, PC 56 South Oxford Street Brooklyn, NY 11217 Tel: 212.620.0044 Email: and rew@cityarchitect.com www.cityarchitect.com R2 R3 5" Exterior TypU vvatersiop 44. 6" Gravel --J --_--, R2 11. Shape soil to form gutter [45. 1/2" Construction joint filler I Structural Engineer 1 Exterior F12.] Exterior Cladding [461 1/2"Air gap II---- - 13. 1 x 3 Wood strapping @ 16" o.c. I ----- 47. 8 Cast-in-place concrete foundation ---------------- F14] Benjamin Obd ke H dro a ore ual wall 15. Exterior sheathing 48. 3/4" Plywood F16] Sprayed foam insulation 49. 2 x 10 Joists 1s 17. Concrete foundation wall 50. Prefinished metal flashing F-T- \ 14 \\ ,\ ��8 2 x Sill plate 51. 2 x Rim Board \ �❑ I 12 I 19. 2" Sprayed foam insulation 52. 4" Concrete slab 5❑3. 10 mil. poly vapour barrier4" Batt insulation 5/8" GWB [547. 1 x 4 Mahogany decking o \ I ' X 22. 1 x 6 Baseboard 55. (2) 2 x 10 beam \,Nw 5 I . w w I F56. Cast-in-Place concrete ile in 8" O �o►.L 3/4 Plywood subfloorP �;� . . , I I diameter Sonotube 24. Floor finish, as per schedule d/ N [577. 2 x 10 Rim board 25. Joists, as per structural 58. 2 x 10 26. 1 x 4 Soffit Boards with 1/2" gaps for STATE°�� t Wall - Section Detail - eave ventilation 59. 3 x 8 Post � 5 )-tslale: Flat Roof Ed e- Section Detail Handrail Detail at balcon Section Detail 60. 4 x 8 Beam 1 1/2" = 1'-0" 6 Scale: 1 1/2" - 1'-0" 7 Scale: 1 1/2" - 1'-0" 27. 2 x 8 Rim board F28� Ventilation Gap F1. 4 x 4 Post [62] 2 - 2 x 12 Strin ers on both side and Revisions 5 1/2" 7 1/4" 29 2 x 6 Header ( ) 9 - 30. 6 mil. poly vapour barrier in the middle # Date Notes I [63] Deck edge below KR50 Roof Insulation R2 64. N/A / 32. Window as per schedule Exterior W 1 I I12 I ------ ------------- F1 li �I I I I I ICI III � �� I`, 12 I R1 ;\ I TYp• - i \ I /� / 5 12 Scale: 1/4"=1 '-0" or as noted 12/21/22 Issued for construction ° , Construction I ` Details ❑ ' � I W3 > Am3l Issued for Permit AS oorWallConnection at Hall - Section Detail Roof and Wall Connection at Hall - Section Detail Dormer and Roof Connection) - Section Detail ale: 1 1/2" = 1'1 9 Scale: 1 1/2" = 1'-0" 10 Scale: 1 1/2" = 1'-0" Twin Earns EXTERIOR-WALLASSEMLBY-'YP EAR CEDAR CENTER MATCH WOOD SIDING ON Lot 4, Wildberry Fields 1/4" DRAINAGE MAT AIR BARRIER ON Subdivision, Southold NY 3/4" EXTERIOR TYPE PLYWOOD SHEATHING ON 2 X 6 WOOD STUDS —��' ER BAIT INSULATION&SPRAY FOAM AS VAPOR BARRIER 1/2"GWB ON INTERIOR FACE W1 i Owner i ZL � . Prefinished galvanized flashing ;u Hal & Jessica Coopersmith Prefinished galvanized flashing „ �y Q 1 1/4 x 2 Cedar frame Lot 4, Wildberry Fields \ Q Q Southold NY � ' 1 1/4" x 2" Interior 1 1/4" x 2" Cedar frame ; 1 1/4" x 2" Interior - \ ; wood trim w'1XI wood trim � - --- [ Caulking with backer rod i Caulking with backer rod Aluminum cladded wood window \ Architect Aluminum cladded wood window �' Aluminum threshold cc Andrew Pollock Architect, PC o 0 ° g ° 0 56 South Oxford Street W Cc w w w w Brooklyn, NY 11217 Z w Z Z Tel: 212.620.0044 Email: andrew@cityarchitect.com www.cityarchitect.com Caulking with backer rod L \ � Structural Engineer \ 1 1/4 x 2„ Cedar frame / 7-7 - o - \ ---- --- X W ZL \ 0 0 0 0000000 C iT \ Vvi f 02�gOh EXTERIOR STATE OF a '/ ZL 0 Aluminum cladded wood window � � '� U Revisions 1 1/4" x 2" Cedar frame 0 # Date Notes W1 EXTERIOR W1 EXTERIOR o �� \ \ ------------ �_______-- (� — INTERIOR ---- �L� \ --------------- Aluminum threshold i I _ \ Scale: 1/4"=1 '-0" or as noted r � INTERIOR 2 x 6 Wood studs INTERIOR 2 x 6 Wood studs—j 12/21/22 Issued for construction 1 1/4" x 2" Interior wood trim Aluminum cladded wood door Construction Details T ica��I�dqw Details T ica��,�dqw Details - Basement T ica�Ext�riqr Door Details Scale: 3" 0 2 Scale: 3" 0 3 Scale: 3" 1'-0(D- An312 Issued for Permit Twin Barns I` <\ I 1 0 0 I I / i Lot 4, Wildberry Fields Subdivision, Southold NY c' 1 ' j Owner Prefinished galvanized flashing o l o I Hal & Jessica Coopersmith w '\ w 1 1/4" x 2" Cedar frame , ; _ I Lot 4, Wildberry Fields z I Southold NY w - i I I I Architect ° 0Andrew Pollock Architect, PC LU ui z 56 South Oxford Street w — Brooklyn, NY 11217 Tel: 212.620.0044 -- - I Email: andrew@cityarchitect.com www.cityarchitect.com I 0 o I I Structural Engineer I 0 0 0 0 0 0 0 0 0 0 o v o 0 0 0 0 Q90 Q 0 0 0 Q Q 0 Q. 0 Q Z 0 0 0 0 0 0 o 0 0 � 0 . L Z n n0 . 0 0 GHITEC O a 14 >/ Z� \ w o / \ Revisions EXTERIOR Wi EXTERIOR # Date Notes l ---------------- Aluminum threshold 777-777 I o \ INTERIOR o� 2 x 6 Wood studs \ Aluminum cladded wood door - - - � Scale: 1/4"=1 '-0" or as noted ILTT- U U J 1 INTERIOR i 12/21/22 Issued for construction I Construction Details Basement Door Details GaTe_DoorDetails Sca : 3" = 1'-0" OsaI310. c Am313 Issued for Permit