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Town of Southold 3/7/2023 P.O.Box 1179 53095 Main Rd ca Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43901 Date: 3/7/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1375 Sterling Rd., Cutchogue SCTM H: 473889 Sec/Block/Lot: 104.-2-24 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore riled in this office dated 6/23/2021 pursuant to which Building Permit No. 46518 dated 6/30/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement,covered porches, screened porch, outdoor shower and attached garage as gpplied for per ZBA#749 1, dated 5/20/202 1. The certificate is issued to Melly,Peter&Catherine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1131 7/29/2022 ELECTRICAL CERTIFICATE NO. 46518 7/19/2022 PLUMBERS CERTIFICATION DATED 7/14/2022 �Nul Pu�a\zella (� , I AXIL'./ Aoor edSUie �. iiii,r TOWN OF SOUTHOLD BUILDING DEPARTMENT C* TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46518 Date: 6/30/2021 Permission is hereby granted to: Melly, Peter 23 Edmarc Ct Oakdale, NY 11769 To: construct single-family dwelling as applied for per SCHD &ZBA approvals. At premises located at: 1375 Sterling Rd., Cutchogue SCTM #473889 Sec/Block/Lot# 104.-2-24 Pursuant to application dated 6/23/2021 and approved by the Building Inspector. To expire on 12/30/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,360.80 CO-NEW DWELLING $50.00 Total: $2,410.80 Building Inspector of so�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlinl-town.southold.ny.us Southold,NY 11971-0959 Q�yCOU�'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Peter Melly Address: 1375 Sterling Rd city,Cutchogue st: NY zip: 11935 Building Permit#: 46518 section: 104 Block: 2 Lot: 24 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Gullo Electric License No: 4411 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 45 Ceiling Fixtures 19 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 10 Wall Fixtures 11 Smoke Detectors 3 Main Panel 200 A/C Condenser 2 Single Recpt Recessed Fixtures 44 Heat Detectors 1 Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 5 Combo Smoke/CO3 Transformer UC Lights 14' Dryer Recpt GaS Emergency Fixtures Time Clocks Disconnect Switches 5$ I3'LED 2 Exit Fixtures 11 Pump Other Equipment: Generator Outlet & Manual Transfer, Fridge, Double Oven, DW, Micro, Gas Cooktop, Hood, DW, Floor Heat 1, Notes: New Two Story w/ Unfinished Basement Inspector Signature: Date: July 19, 2022 S.Devlin-Cert Electrical Compliance Form Town Hall,Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Sz Southold;NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Date: Building Permit No. Owner: lease print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ''ff umbers Signa re Sworn to before me this day of J 20 02 Deborah A. Kaminski NOTARY PUBLIC,STATE OF NEW YORK f Suffolk County f Q License#01 KA49872 ctiJ� Commission Expires: 7 Notary Public, 5 LAO County f # TOWN OF SOUTHOLD BUILDING DEPT. 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 REMARKS: UC W � G/id �✓ � F DATE "INSPECTOR W y�00F SOT,° # # TOWN OF SOUTHOLD BUILDING -DEPT. co 765-1802 FOUNDATIINSPECTION [ ON 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [` ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: _44-MA Zl� VAR 1AA-U . &-Z —f-0 Ile* DATE �` INSPECTOR — ho�NOF SODTyo� # TOWN OF SOUTHOLD BUILDING DEPT. �ccouffm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING, [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]` FIRE-SAFETY'INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: W l �M t��iY�► oil s V for n DATE R Z� INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. cou 765-1802 INSPECT'ON I FOUNDATION 1ST 17ROUGH PL13G.- UNDATION 2ND FRAMING /STRAPPING FINAL -FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION P E C/O RE-MARKS: 6 gmts KRA viva— DATE INSPECTOR 0/(4Vh4 vu # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm?�` 765-1802 INSPECPON- FOUNDATION 1ST ROUGH PLBG. Rpi [ ] [ l [ ] 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 REMARK DATE 10 Al W74 INSPECTORnV fQ� a0F SOUI,�, h� # TOWN'OF SOUTHOLD BUILDING DEPT. `yco 765-1802 . -INSPECT!OUG!HPL N [ ] FOUNDATION IST [ BG: [ ] FOUNDATION 2ND [ ING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:All r}-- c� I. DATE I ZO INSPECTORyvj oda 90 OFSOH (05w 13, UL �j # # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 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: �,lovse ol Aar �C r oV'T!Q ref �n ov film Aej DATE ZZ INSPECTOR OF SOUIyO Q u C�G� 5 V l ce- • ) # # TOWN SOUTH LD BUILDING DEPT. 631-76 -1802 ' INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/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: m" ar4 c od,�- �Y AA ll� Ac owf o oln A Of DATE ��' INSPECTOR OF SOUTyO� � # * TOWN OF SOUTHOLD BUILDING DEPT-� co 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) kj ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: yvl st-,Af�K t c'- OAK, DATE 7 h., INSPECTOR NEW YORK ' � � BUILDING N O L O G Y GROUP Affidavit Of 2020 ECCC Compliance Date: 1/31/2023 Inspection Address: 1375 Sterling Road, Cutchogue NY 11935 .This is to Certify that on 12/13/2022 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: 2779Blower Door Test Result: !22Rby Conditioned Volume: 45490 Leakage in ACH50: 3.00 402.4.1.2 2020 ECCC Compliance: PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has bee sted 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: 1st attic Leakage CFM@25: 65 Supply R-value: 81 Return R-value 8 System 2: 2nd atti Leakage CFM@25: 44 Supply R-value: 8 8 System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 109 CFM@25 Leakage Limit: 111.161 JCFM@25 403.3.3 2 2020 ECCC Compliance: PASS Mechanical Ventilation: As Tested: I 217 Required: I IM1507 Compliance I Pass Combustion Safety Testing: See Attached Report Insulation and Thermal Bypass: Not inspected HERS QA Provider: Signature of Certified RESNET HERS Rater: Performance Systems Development 124 Brindley Street,Ithaca NY 14850 ---� Provider ID#:1998-072 To accarella Certification #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: 631509 4538 Email: NYBTGTB@gmail.com New York Building Technology Group NEW YO.R'K M > B U I,l D f N 159 Rt.25A,Bldg.1 Suite B T Miller Place,NY 11953 o I r c N n c s. Tel.(631)495-0289 Fax(631)389-2808 f R6UP Combustion Safety Testing Form Certified Home Address: 1375 Sterling Road City: Cutchogue Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: Ringer Construction Builder Tracking#: Combustion Appliance Zone(CAZ)# i of Location of this CAZ: Insulated Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 10/17/2022 Outdoors Temp During Test: 65 OF CAZ Depressurization Note:Net Change=Test Pressure-Base Pressure) Base Pressure: -3 pa. CAZ Ambient CO: NA PPM Test Pressure: -7 pa. Appliances/Fireplace Simulated for Test?Yes No x Net Change: -4 pa. If Yes,Total CFM Simulated (explain in notes) NOTES:INSPECTORS NOTE - As per builder, kitchen hood was modified to 400cfm maximum output. We recommend a make-up air system be installed as per M1503.6.2. eating System Primary_Yes x No Type:Furnace Boiler x Heat Pump Other Ecierrcy_t Fuel Typez Venting Types Draft Spillage Spillage CO CO Pascal (Worst Case (Natural) orst Case Natural) Rating: 85 AFUE N P O X E N X V M S -20.1 Pa. Pass X Fail Pass X Fail 23 PPM 18 PPM Primary_Yes x Type:Standard Tank_Indirect x Tankless_ Size: 55 Style4 Common Vent❑ Water Heater No Instantaneous Commercial—(See Note 5 below) (Gallons) — Stand Alone � Eciencys Fuel Typez Venting_Type3 Draft Spillage Spillage CO CO Pascal (Worst Case atural (Worst Case Natural EF: .78 N P O X 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 ® Oven Range Hood Vented to Outside Yes x No_ Oven CO NA PPM Ambient CO(During Oven CO Testing) NA PPM f Heating System E rcienc : Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2Fuel pe: N=Natural Gas P=Propane O=Oil E=Electric 3Venting Type: N=NaturallAtmospheric 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 Style: 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: Jan 31, 2023 lh brm 90106 01CST Form 2011 FOR 2011 USE ONLY Corresponds to BHI -2011 Natural-Therm 2.0IBS/IBWHFO SERIES �,�NATURAL �r POLYMERS Summer & Winter Closed Cell Spray Foam Insulation Technical Data Sheet Natural-Therm° 2.0 HFO Series comes in two standard reactivty profiles, IBS "summer" and IBW "winter" is a zero Ozone Depleting Bio-Preferred insulation with low Global Warming Potential (GWP). This two-componet, semi rigid spray polyurethane foam insulation complies with the international Code Council's AC377 standard and is certified by GreenGuard for its non emissive low VOC technology. Natural-Tt®arm 2.0 HFO Series offers a self adhering, seamless insulation that can be used in many areas of the building envelope, including, open wall cavities, crawlspaces, perimeter its, cathedral ceilings and garage ceilings. THERMAL RESISTANCE: R-Values (Aged 90 days): TEST METHOD VALUES R-Value at 1" ASTM C-518 R-7.1 R-Value per inch >_3.5" ASTM C-518 R-25.9 TYPICAL PHYSICAL PROPERTIES: ASTM D-1622 2.0 DENSITY ASTM D-1621 27 psi COMPRESSIVE STRENGTH ASTM D-1623 32 psi TENSILE STRENGTH DIMENSIONAL STABILITY: (% by volume) ASTM D-2126 0.20°F -0.20 158°F Dry 0.70 158`F 100% R.T. Humidity 1.10 VAPOR PERMEANCE ASTM-E96 Class II SOUND TRANSMISSION CLASS ASTM E-90 39 ASTM C-423 75 CLOSEI) CELL CONTENT ASTM D-6226 >90% AIR LEAKAGE ASTM E-283 Meets Criteria VOC CONTENT CA 01350 Exceeds Criteria FUNGI RESISTANCE ASTM C-1338 No growth BIO BASED CONTENT ASTM D-6866 8% FIRE PERFORMANCE CHARACTERISTICS: Flame Spread <25 ASTM E-84: Class A(Class 1) Smoke <450 NFPA 286 Appendix X Without a Coating Meets Criteria NFPA 286 With 21 mills DC-315 Meets Criteria NFPA 285 Tvpe Class 1-5 Construction Meets Criteria www.naturalpolymerslic.com Natural Polymers, LLC mail@naturalpolymersllc.com MTA ' . 4N325 Powis Road Phone: 888-563-3111 West Chicago, IL 60185 Supersedes 10/21/18 Natural-Therm° 2.01 BS/1 BW H FO Series Summer & Winter Closed Cell Spray Foam Insulation SURFACE PREPARATION ponents. Spray guns such as;D-gun,GAP gun,GX-7,Fusion gun, Surfaces to receive NATURAL-THERM®2.0 IBS/IBW HFO Series or Probler guns fitted with smaller output tips (15-18 lbs./min.) must be clean and dry, free of dirt, oil, solvent, grease, for better spray control for stud wall applications at recommend- loose particulates,frost,ice and other foreign matter which ed processing temperatures are recommended. could inhibit adhesion. Moisture content and surface conditions of substrate are critical to adhesion of NATURAL- ** Complete cure will depend on temperature, humidity and THERM®2.0 IBS/IBW HFO Series and need to be verified by degree of ventilation. Complete cure usually occurs within 24-72 installing contractor in small test areas before proceeding with hours. full application. Plywood, OSB, and lumber shall not have greater than 18%moisture content. Generally, a primer is PRODUCT APPLICATION: not required for these surfaces. On substrates where the Natural-Therm® 2.0 IBS/IBW HFO Series should only be moisture content cannot be determined or exceeds 18%, a applied to approved sub-strates in 1„to 4 lifts. This suitable primer is recommended. Adhesion spray tests may procedure is in accordance with the manufacturer's be performed by doing a small test spray to checked for good recommendations detailed in the application manual. cell structure and adhesion. Warming of these surfaces during winter conditions may increase adhesion. RECOMMENDED SUBSTRATE TEMPERATURES CMU,structural and poured-in-place concrete must have a mini- 2.0 IBS 2.0 IBW mum 28-day cure and moisture content below 18%. Residential Minimum 40°F 20°F footings,stem-walls, and basements generally do not require priming. Commercial controlled atmosphere structures, cold Maximum 95°F 77°F storage, and freezer buildings require an appropriate primer to CLIMATIC CONDITIONS & HUMIDITY insure adequate adhesion where curing agents may have been used. A two-component epoxy primer designed to seal and Moisture in the form of rain,dew,frost can seriously affect the provide adhesion to concrete surfaces is recommended. quality and adhesion of the NATURAL-THERM® 2.0 IBS/ Contact a Natural Polymers representative for suggested IBW HFO Series to the substrate or itself. primer options. Natural Polymers does not recommend the spraying of this system when the relative humidity (RH) exceeds Painted Steel, galvanized steel, and aluminum panels: check 85% or within 5°F of the dew point. When surfaces for mill oil used in the manufacturing process and heating the interior of a building the relative moisture. All oil must be removed and the surface clean and humidity can change dramatically and should be constantly dry before priming. Washed and dry painted steel panels monitored. may not require priming. All aluminum and galvanized panels must be primed using Cardinal 4860-420 or Sherwin INITIAL PROCESSING RECOMMENDATIONS: Williams®DTM Wash Primer. PROCESSING CHARACTERISTICS (Ambient) 32-50°F 50-80°F >80°F Component A 130°F 125°F 110°F Machine Mix at recommended processing temperatures Component B 130°F 125°F 110°F 2.0 IBS 2.0 IBW Hose 130°F 125°F 110°F Cream 1.0-2.0 0.5-1.0 These temperatures are typical of those required to produce Tack Free Time seconds 6.0-7.0 4.0-5.0 acceptable product using conventional Gusmer or Graco equip- Initial Cure Time seconds **<1 Hour **<1 Hour ment. It is the responsibility of the applicator to determine the The nominal physical properties reported were achieved using specific temperature settings to match the environmental condi- a Graco H25 Proportioner and Fusion gun with#01 or#02 mod- tions and specific spray equipment. ule with a static proportioner pressure setting of 1200 psi. Older equipment may be upgraded with "Arctic Booster Pack” heaters or minimum E-20 proportioners are required to adequately pre- heat the com www.naturalpolymerslic.com Natural Polymers, LLC Dk mail@naturalpolymersllc.com �� NATURAL 41\11325 Powis Road Phone: 888-563-3111 POLYMERS West Chicago, IL 60185 Supersedes 10/21/18 Natural-Therm° 2.0 IBS/IBW H FO Seris Summer & Winter Closed Cell Spray Foam Insulation RECOMMENDED PROCESSING TEMPERATURE bient air temperature, gun speed application, gun tip size, and ' RANGE: the output of the proportioning unit. NATURAL-THERM® 2.0 IBS/IBW HFO Series is designed to provide optimal yield 2.0 IBS 2.0 IBW when sprayed in 2"to 4"thick passes. Excessive pass Component A 110-125°F 115-130°F thickness above 4"can reduce physical properties, and cause Component B 110-1257 115-1307 local overheating and possible fire. Hose 110-125°F 115-130°F Pressure 900-1200 psi 900-1200 psi Processing temperatures are critical to achieve viscosity to allow polyurethane foams will burn when exposed to fire.Caution balanced pressure during spraying. Balanced chemical output during application must be observed with signs posted for other pressures are important to producing good mix. Foam output trades,"Caution Combustible Insulation,No Welding or Hot pressures greater than 50 psi differential indicate either improp- Work Allowed". On a daily basis remove all debris and shavings er chemical temperatures,or worn gun/packing parts. Unequal from the job site leaving a clean work area. In freezing pressures will cause poor chemical mixing through the conditions[below 32°F],job site air temperature must be module and uneven backpressure. A critical requirement for maintained above 32 degrees F. especially during the inital cure good spray mixing requires appropriate tip/ module sizing to cycle so to minimize any extreme temperature drops to the the proportioner and adequate heating capacity. Unequal newly curing of foam product. pressure (>50 psi)can cause excessive pump wear. Job Site Ventilation: Equipment: During SPF application a minimum of 30-60 ACH is recommend- The proportioning equipment shall be manufactured specifically ed. Cross ventilation is required with negative pressure in the for heating, mixing, and spray application of polyurethane foam spray area and exhaust to a secured empty area. For increased and be able to maintain 1:1 metering with a +2%variance and ventilation rates a commercial unit is recommended. For more adequate main heating capacity to deliver heated and detailed information, please visit http://polyurethane.american- pressurized materials up to 130°F. Heated hose must be able to cheinistry.com/Spray-Foain-Coalition/Guidance-on-Veiltilatlon- maintain preset temperatures for the full length of the hose. During-Installation-ofinterior-Applications-of-High-Pressure- Minimum 2:1 on the A side and 1:1 on the B side ratio feeder SPF.pcf pumps are required to supply stored materials through minimum Y.-inch supply hoses. Pressurized and heated tanks Precautions: systems may be used if sized appropriately to provide Read and understand the Safety Data Sheet (SDS) for this adequate flow at maximum operating capacity and product before use. The numerical flame spread and all other temperatures. data presented is not intended to reflect the hazards Guns such as D-gun, Gap Pro, Fusion-gun, Probler with tip size presented by this or any other material under actual fire conditions. Polyurethane foam may present a fire hazard if approximately 16 lbs./min are suitable for most residential exposed to fire or excessive heat (i.e. cutting torches). The use applications. Commercial cold storage, freezer applications, of polyurethane foam in interior applications such as walls or and large metal buildings may utilize higher output guns. ceiling presents an unreasonable fire risk unless protected by an approved fire resistant thermal barrier with a fire rating of Spraying: not less than 15 minutes. A UBC or IRC code definition of an Thin "flash passes" to very cold surfaces are recommended. approved "thermal barrier" is a material equal in fire resistance Thin passes (1/2") can be done when the substrate moisture or to%"gypsum board. Each firm, person,or corporation engaged adhesion is less then desired. It is recommended that the total in the use, manufacture, or production or application of the design thickness be completed each day. polyurethane foams produced from these resins should carefully examine the end use to determine any potential fire This spray system should be applied in uniform minimum pass hazard associated with such product in a specific use and to thickness of 1 to 4 inches, with a maximum pass thickness of utilize appropriate precautionary and safety measures. 4". Application temperatures below 327 may require Consult with local building code officials and insurance agency reduction in single pass application thickness if flash passes are personnel before application. used. Yield and in-place-density are dependent upon the temperature of the substrate,am- www.naturalpolymerslic.com4N325 Powis Road � Natural Polymers, LLC 3�A 'iFT NATURAL mail@naturalpolymersllc.com � Phone: 888-563-3111 POLYMERS West Chicago, IL 60185 ) Supersedes 10/21/18 When using fuel fired heating units the exhaust must be vented Drums must be stored indoors and jobsite tanks maintained be- directly outdoors to prevent unsafe carbon monoxide condi- tween 50DF and 90'F. Containers should be opened carefully to tions in the work area. Electric heating units are preferred. All allow any pressure buildup to be vented safely while wearing full heaters must be turned off before the application of foam begins. safety protection. Excessive venting of the 'B' component may Natural Polymers Technical Personnel should be consulted in all result in higher density foam and reduced yield. Materials stored cases where application conditions are marginal. at temperatures below 507 will increase viscosity and some ap- plication equipment may not reach adequate spray temperature Worker exposure hazards-Both Components A and B can set points. Supply pumps and hoses must be sized to provide cause severe inhalation and skin sensitization. For interior adequate supply when materials are cold and at a higher viscos- applica-tions:full body protection required. For more ity. Shelf Life: Excessive low or high temperatures may decrease information,visit https:// shelf life. When stored in the original unopened container at polyurethane.arnericanchemistry.com/Spray-F(:)am-Co-alition/ 50°F-90°F,the shelf life of the "Part B" component is 6 months. Guidance-on-Best-Practices-for-the-Installation-of-Spray- Temperature above 90'F decreases the shelf life. The "Part A" Polyurethane-Foam.pdf. component has a shelf life of 12 months in unopened containers when stored at 50°-90DF. Storage & Shelf Life Both components should be stored in their original containers and away from excessive heat and moisture, especially after the seals have been broken or some materials have been used. Disclaimer of Warranties: The Limited Warranty is IN LIEU OF any other warranties express or implied including but not limited to any implied warranty of MER- CHANTABILITY or fitness for a particular purpose,and we,the manufacturer,shall have no further liability of any kind including liability for consequential or incidental damages resulting from any defects or any delays caused by replacement or otherwise. Furthermore, all polyurethane foam burns in varying degrees,which in turn liberates toxic gasses and should be evaluated in its final form for com- pliance to existing standards in your industry. The information presented herein is based on our own research and that of others and is believed to be correct,however,no warranty is expressed or implied. No statement herein extends any license,either expressed or implied,in connection with any patents issued or pending which may be the property of Natural Polymers or others.The manufacturer shall not be liable(regardless of fault)to the vendor's employees,or anyone for any direct,special or consequential damages arising out of or in connection with the accuracy,completeness,adequacy or furnishings of such information. The data presented here should only be used as a guide since the actual foam properties are influenced by the efficiency of the spray gun,component temperatures,foam thickness,and ambient conditions. Natural-Therm®Series should be sprayed in uniform passes of 1"to 4"thickness. While following the technical information is based on the results of actual tests conducted by Natural Polymers, it should only be used as a guideline for typical chemical and physical properties. The user must test and qualify the product. Final determination of suitability is the responsibility of the user. NATURAL ®� POLYMERS Natural Polymers, LLC www.naturalpolymersllc.com � Y i,�,/ VSDF 4N325 Powis Road mail@naturalpolymersilc.com iyy p� $[[Q(j(tq[( r 1�� (IGGiUUY{ET6�r 'i,''•.�:" PRODUR Phone: 888-563-3111 ..:........... `q.._: West Chicago, IL 60185 Supersedes 10/21/18 N atutal-Therml0.501 B amol-NATURAL Appendix X Open Cell POLYMERS pp P ER-503 Technical Data Sheet Natural-Therm® 0.50 IB is a 100% water blown, two-component, semi-rigid spray polyurethane foam insulation with a nominal 0.50 PCF in place density. Natural-Therm® 0.5 IB meets the NFPA 286 Appendix X room corner test for use in attics and crawl spaces without ignition barrier coating. This product provides superior energy efficiency and air infiltration control as a high-performance building envelope insulation system. Natural-Therm® 0.50 IB complies with the International Code Councils AC377 standard and certified by GreenGuard for its non emissive low VOC technology. THERMAL RESISTANCE: R-Values (Aged 90 days): TEST METHOD VALUES R-Value at 1" ASTM C-518 R-3.7 R-Value per inch>_4" ASTM C-518 R-14.8 TYPICAL PHYSICAL PROPERTIES: ASTM D-1622 0.50 DENSITY ASTM D-1621 24 Ibf COMPRESSIVE STRENGTH ASTM D-1623 7.0 psi TENSILE STRENGTH DIMENSIONAL STABILITY: (% by volume) ASTM D-2126 0.20°F -0.30 1587 Dry -0.23 158`F 100% R.T. Humidity. -0.33 VAPOR PERMEANCE ASTM-E96 Class III SOUND TRANSMISSION CLASS ASTM E-90 39 ASTM C-423 75 OPEN CELL CONTENT ASTM D-6226 >90% AIR LEAKAGE ASTM E-283 Meets Criteria VOC CONTENT CA 01350 Exceeds Criteria FUNGI RESISTANCE ASTM C-1338 No growth BIO BASED CONTENT ASTM D-6866 20% FIRE PERFORMANCE CHARACTERISTICS: Flame Spread <15 ASTM E-84: Class A(Class 1) Smoke <300 NFPA 286 Appendix X Without a Coating Meets Criteria NFPA 286 With 14 mills DC-315 Meets Criteria www.naturalpolymersllc.com Natural Polymers, LLC mail@naturalpolymersllc.com � "-9 PN icc... 4N325 Powis Road NUN lE%Cil1lll>9" ,yY, West Chicago,Phone: 888-563-3111 �•® 503 go, IL 60185 Supersedes 10/21/18 Natural-Therm° 0.5016 Appendix X Open Cell SURFACE PREPARATION ponents. Spray guns such as; D-gun,GAP gun,GX-7,Fusion gun, Surfaces to receive NATURAL-THERM® 0.50 IB must be or Probler guns fitted with smaller output tips (15-18 lbs./min.) clean and dry, free of dirt, oil, solvent, grease, loose for better spray control for stud wall applications at recommend- par-ticulates, frost, ice and other foreign matter which ed processing temperatures are recommended. could in-hibit adhesion. Moisture content and surface conditions of substrate are critical to adhesion of ** Complete cure will depend on temperature, humidity and NATURAL-THERM® 0.50 IB and need to be verified by degree of ventilation. Complete cure usually occurs within 24-72 the installing contractor in small test areas before hours. proceeding with full application. PRODUCT APPLICATION: Plywood, OSB, and lumber shall not have greater than 18% Natural-Therm® 0.50 IB should only be applied to approved moisture content. Generally, a primer is not required for these substrates in 1-inch to 6-inch lifts. This procedure is in accor- surfaces. On substrates where the moisture content cannot be dance with the manufacturer's recommendations detailed in the determined or exceeds 18%,a suitable primer is recommended. application manual. Adhesion spray tests may be performed with insulating foam and the interface line checked upon cure for good cell structure PRODUCT MIXING REQUIRED: and adhesion. Warming of these surfaces during winter Mix the B-Side material thoroughly for a minimum of 30 minutes conditions may increase adhesion. prior to installation each day and throughout application. CMU, structural and poured-in-place concrete must have a If material sits for more than 1 hour, it is necessary to mix the minimum 28-day cure and moisture content below 18%. B-Side for 30 minutes to beginning application again. Material Residential footings, stem-walls, and basements generally do in the lines will also require recirculating for proper material mix not require priming. Commercial controlled atmosphere after 1 hour. structures, cold storage, and freezer buildings require an appropriate primer to insure adequate adhesion where curing Do not mix the B-Side product with any other material. agents may have been used. A two-component epoxy primer designed to seal and provide adhesion to concrete MIXER SUGGESTIONS: surfaces is recommended. Contact a Natural Polymers The use of a minimum 1/2 horsepower variable speed air motor representative for suggested primer options. with 30 CFM @ 100 PSI or 1/2 horse power electric mixer with Painted Steel, galvanized steel, and aluminum panels: check three impeller is suggested for this product. surfaces for mill oil used in the manufacturing process and moisture. All oil must be removed and the surface clean and RECOMMENDED SUBSTRATE TEMPERATURES dry before priming. Washed and dry painted steel panels may not require priming. All aluminum and galvanized panels Minimum 32°F must be primed using Cardinal 4860-420 or Sherwin Maximum 120°F Williams®DTM Wash Primer. For applications below 32°F,Natural Polymers, LLC technical PROCESSING CHARACTERISTICS personnel should be consulted. Flash passes should be avoided. Machine Mix at recommended processing temperatures CLIMATIC CONDITIONS & HUMIDITY Moisture in the form of rain, dew, and frost can seriously Cream Time seconds 1-2 affect the quality and adhesion of the NATURAL-THERM®0.50 IB Tack Free Time seconds 5-6 PCF to the substrate or itself. Natural Polymers does not Initial Cure Time <1 Hour** recommend the spraying of this system when the relative The nominal physical properties reported were achieved using a humidity (RH) exceeds 85% or within 5°F of the dew point. Graco H25 Proportioner and Fusion gun with#02 module with a When heating the interior of a building the relative humidity static proportioner pressure setting of 1200 psi. Older equipment can change dramatically and should be constantly monitored. may be upgraded with "Arctic Booster Pack" heaters or minimum E-20 proportioners are required to adequately www.naturalpolymersllc.com �� a Natural Polymers, LLC 4 NATURAL mail@naturalpolymersllc.com ? `° 41\1325 Powis Road Phone: 888-563-3111 POLYMERS West Chicago, IL 60185 Supersedes 10/21/18 Natural-Therm° 0.5016 Appendix X Open Cell INITIAL PROCESSING RECOMMENDATIONS: Spraying: (Ambient) Thin "flash passes" to very cold surfaces are recommended. 0°F 407 1 130°F Thin passes (1/2") can be done when the substrate Component A 145°F 140°F 13 32-65°F F moisture or adhesion is less then desired. It is recommended Component B145°F 140°F 130°F that the total design thickness be completed each day. Hose 145°F 140°F 130°F This spray system should be applied in uniform minimum pass These temperatures are typical of those required to produce thickness of 1-inch, maximum pass thickness 6-inches. acceptable product using conventional Gusmer or Graco equip- Application temperatures below 32°F may require reduction'in ment. It is the responsibility of the applicator to determine the single pass application thickness. Yield and in-place-density specific temperature settings to match the environmental condi- is dependent upon the temperature of the substrate, ambient air temperature, gun speed application, gun tip size, and tions and specific spray equipment. the output of the proportioning unit. NATURAL-THERM® 0.50 IB is designed to provide maximum yield when sprayed RECOMMENDED PROCESSING TEMPERATURE in 6" thick passes. Excessive pass thickness can reduce RANGE: density and physical properties, and cause local overheating and possible fire. Component A 130-145°F Recirculating the 'B' component is recommended if Component B 130-145°F the drum temperature is below 90°F. The recirculating of the Hose 130-145°F 'B' component can be used as a means of warming the Processing temperatures are critical to achieve viscosity to allow material. When re-circulating the 'B' component and at all balanced pressure during spraying. Balanced chemical output times this material must be agitated with a mixer. Do pressures are important to producing good mix. Foam output not run pre heaters above 90°F. Polyure-thane foams will pressures greater than 50 psi differential indicate either improp- burn when exposed to fire. Caution during application must be observed with signs posted for other trades, er chemical temperatures,or worn gun/packing parts. Unequal "Caution Combustible Insulation, No Welding or Hot Work pressures will cause poor chemical mixing through the module Allowed". On a daily basis remove all debris and shavings from and uneven backpressure. A critical requirement for good spray the job site leaving a clean work area. In freezing mixing requires appropriate tip/module sizing to the proportion- conditionsbelow 32°F er and adequate heating capacity. Unequal pressure (>50 psi) [ 1, job site air temperature must be maintained above 32 de-grees F. during the cure can cause excessive pump wear. cycle so extreme temperature drops to the curing [green] foam is not experienced. Equipment: The proportioning equipment shall be manufactured specifically )Ob Site Ventilation: for heating, mixing, and spray application of polyurethane foam During SPF application a minimum of 30-60 ACH is and be able to maintain 1:1 metering with a+2%variance and ad- recommended. Cross ventilation is required with negative equate main heating capacity to deliver heated and pressurized materials up to 150°F. Heated hose must be able to maintain pre- Pressure in the spray area and exhaust to a secured empty area. For increased ventilation rates a commercial unit is set temperatures for the full length of the hose. Minimum 2:1 on the A side and 1:1 on the B side ratio feeder pumps are required recommended. For more detailed information please visit to supply stored materials through minimum%-inch supply hos- littp:J/polyurethane.arnericarr-chernistry.carn/Spray-Foam-Coalition/ Guidance-on-Ventilation-During-Installation-oflntcrior-Applications-of- es. Pressurized and heated tanks systems may be used if sized High-Pressure-SPF.pdf appropriately to provide adequate flow at maximum operating capacity and temperatures. Precautions: Read and understand the Safety Data Guns such as D-gun, Gap Pro, Fusion-gun, Probler with tip size Sheet (SDS) for this product before use. The numerical approximately 16 lbs./min are suitable for most residential appli- flame spread and all other data presented is not cations. Commercial cold storage,freezer applications,and large intended to reflect the hazards presented by this or metal buildings may utilize higher output guns. any other material under actual fire conditions. Polyurethane foam may present a fire hazard if exposed to fire or excessive www.naturalpolymerslic.com � � a Natural Polymers, LLC NATURAL mail@naturalpolymersllc.com Q"` �� 4N325 Powis Road Phone: 888-563-3111 POLYMERS West Chicago, IL 60185 Supersedes 10/21/18 heat (i.e. cutting torches). The use of polyurethane foam in in- Storage & Shelf Life terior applications on walls or ceiling presents an unreasonable Both components should be stored in their original fire risk unless protected by an approved fire resistant thermal containers and away from excessive heat and moisture, barrier with a fire rating of not less than 15 minutes. A UBC or especially after the seals have been broken or some materials IRC code definition of an approved"thermal barrier"is a material have been used. Drums must be stored indoors and jobsite equal in fire resistance to%"gypsum board. Each firm, person, tanks maintained between 50°F and 90°F. Containers should. or corporation engaged in the use, manufacture, or-production be opened carefully to allow any pressure buildup to be vented or application of the polyurethane foams produced from these safely while wearing full safety protection. Excessive venting of resins should carefully examine the end use to determine any po- the 'B' component may result in higher density foam and tential fire hazard associated with such product in a specific use reduced yield. Materials stored at temperatures below 507 will and to utilize appropriate precautionary and safety measures. increase viscosity and some application equipment may not Consult with local building code officials and insurance agency reach adequate spray temperature set points. Supply pumps personnel before application. and hoses must be sized to provide adequate supply when materials are cold and at a higher viscosity. Shelf Life: When using fuel fired heating units the exhaust must be vented Excessive low or high temperatures may decrease shelf life. directly outdoors to prevent unsafe carbon monoxide condi- When stored in the original unopened container at 50°F-90°F, tions in the work area. Electric heating units are preferred. All the shelf life of the "Part B" component is 6 months. heaters must be turned off before the application of foam begins. Temperature above 90°F decreases the shelf life. The "Part A" Natural Polymers Technical Personnel should be consulted in all component has a shelf life of 12 months in unopened containers cases where application conditions are marginal. when stored at 50°-90°F. Worker exposure hazards-Both Components A and B can cause severe inhalation and skin sensitization. For interior applica- tions:full body protection required. For more information,visit Disclaimer of Warranties: The Limited Warranty is IN LIEU OF any other warranties express or implied including but not limited to any implied warranty of MER- CHANTABILITY or fitness for a particular purpose,and we,the manufacturer,shall have no further liability of any kind including liability for consequential or incidental damages resulting from any defects or any delays caused by replacement or otherwise. Furthermore, all polyurethane foam burns in varying degrees,which in turn liberates toxic gasses and should be evaluated in its final form for com- pliance to existing standards in your industry. The information presented herein is based on our own research and that of others and is believed to be correct,however,no warranty is expressed or implied. No statement herein extends any license,either expressed or implied,in connection with any patents issued or pending which may be the property of Natural Polymers, or others.The manufacturer shall not be liable(regardless of fault)to the vendor's employees,or anyone for any direct,special or consequential damages arising out of or in connection with the accuracy,completeness,adequacy or furnishings of such information. The data presented here should only be used as a guide since the actual foam properties are influenced by the efficiency of the spray gun,component temperatures,foam thickness,and ambient conditions. Natural-Therm®0.50 IB should be sprayed in uniform passes of 1"to 6"thickness. While following the technical information is based on the results of actual tests conducted by Natural Polymers, it should only be used as a guideline for typical chemical and physical properties. The user must test and qualify the product. Final determination of suitability is the responsibility of the user. NATURAL POLYMERS www.naturalpolymersllc.com Natural Polymers, LLC mail@naturalpolymersllc.com °�° I o icc. 4N325 Powis Road One Phone: 888-563-3111 ` `_ Vv PM• .,.,.�� West Chicago, IL 60185 503 Supersedes 10/21/18 1375 Sterling Rd HVAC Load Calculations j F E B 1 0 2023 Cathy Melly (1375 Sterling Rd ]BUILDING DEPT. tchogue NY 11935 TOWN OF SOUTHOLD IFF RHVACftsmawnA34 . HVAC Los I I Prepared By: Matthew Wynne Aberdeen Building Consulting PO Box 62 Brightwaters NY 11718 631-969-9860 Friday,September 23,2022 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. I C:\Users\rustr\Documents\Elite OProjeots\ 376SteningRd.rh9 Fhday, September 23. 2O22. O1DPPN Rhvac;-.Residential&Light.Comrnerciat.HVAC toads; :. ,, 'Eltte Sofiware Qe01opment;;lnc,.: Aber,"de��Building ConsGitir�g'; .;. `n', ' �`� W.1375 Sterling""Rd' � 8a �Sftpre NY,11706 .'�'"" _., .. . System 1 1st - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 20,000-- 15,000-- M 0,00015,0000° 33.8% Diff.from Avg. (279 Btuh Excursion) 10,000-- 5,000-- 0 0,0005,0000 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Average Glass 1.3 x Average / Hourly Glass Gain ® Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours .,�.,�, AEt .. atcula:tiana�tmmary � _�� _._ --- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. --- System is on N, E, S,W rosette. Peak load exceeds 12-hour average load by 33.8%. AED Excursion (amount by which peak exceeds 1.3 x average): 279 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\1375 Sterling Rd.rh9 Friday, September 23, 2022, 6:12 PM Rhvac-,Residential;&Light Commercial MVAC Loads "' ;�,. Elite Software Developmer t>:Uci ;Atierde,,en Building Consulting' 1375 Sterfnd.Rd. Ba' fihare iUY 1,17 I?a e 4 —-.._................ .......................-_..._.__.._....—.......--........-----.........._................. ................... ................__.—._......--...-........_'... ..................:._............._....-—--..._._.._............". :........._.._........ —... System 2 - 2nd Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 25,000-- 20,000- 15,000-- =3 5,00020,000 15,000 ., Ca 10'000-- 31.9% Diff.from Avg. (83 Btuh Excursion) 5,000-- 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Average Glass 11.3 x Average / Hourly Glass Gain ® Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours _..777 7-7-77'.,:7 --- '.� 7,1 --- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. --- System is on N, E, S,W rosette. Peak load exceeds 12-hour average load by 31.9%. AED Excursion (amount by which peak exceeds 1.3 x average): 83 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the enti11 re conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\1375 Sterling Rd.rh9 Friday, September 23, 2022, 6:12 PM ' C mants\BbeSnftware\RhveoOProjects\1375StedingRd.rh0 Friday, September 23. 2022. 812PyN � C ments\Elite Software\Rhvae 9 Projects\1 375Sterling Rd.dh0 Fhday, September 23. 2O22. S12PKA Rhvec:W Residential;&Light°Grtmnnercial HVAC LnadsElite,8ottware'DevetoKl ent Inc. Aberdesn:B9 uildln .C6nsultin9 1375 Sterltng'Rti' , y d n , (.:f" .�i e 7 8a - are Y 117.46 G...... ,,.,, ,. (-System 1 1 st Summary Loads �. Lit„_ `�£C.1: Tota! f.Cecri 'on , " 'G 11U TW28510: Glazing-.28/.32, U-value 0.32, SHGC 0.4 108.9 2,163 0 2,941 2,941 NLGD6080L:Glazing-.28/.32, U-value 0.32, SHGC 0.4 48 952 0 678 678 NLGD12080-4:Glazing-.28/.32, U-value 0.32, SHGC 0.4 96 1,905 0 1,356 1,356 TWT2010: Glazing- 8 160 0 112 112 TW2046: Glazing- 36 716 0 508 508 TWT2810:Glazing-.28/.32, U-value 0.32, SHGC 0.4 10.7 212 0 152 152 TW24310: Glazing-.28/.32, U-value 0.32, SHGC 0.4 17.9 354 0 790 790 TW20310: Glazing- 7.7 152 0 175 175 2880LH: Door-R5 Door, U-value 0.2 24 297 0 150 150 3080RH: Door-135 Door, U-value 0.2 24 298 0 149 149 3080LH: Door-115 Door, U-value 0.2 24 298 0 149 149 R21:Wall-Frame, Custom, no board insulation, siding 1378.4 5,553 0 1,819 1,819 finish, wood studs, U-value 0.065 R30: Floor-Over enclosed crawl space, Custom, R30 1333.1 1,118 0 358 358 grade 3, U-value 0.052 Subtotals for structure: 14,178 0 9,337 9,337 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 3,289 598 956 1,553 Infiltration:Winter CFM: 61, Summer CFM:21 4,162 410 455 865 Ventilation:Winter CFM:30, Summer CFM:30 2,041 591 658 1,249 AED Excursion: 0 0 279 279 System 1 1 st Load Totals: 23,670 2,398 12,604 15,003 Cfie'ck ! ores l.,`. Supply CFM: 544 CFM Per Square ft.: 0.408 Square ft. of Room Area: 1,333 Square ft. Per Ton: 952 Volume (ft3): 14,601 ysterrt Lads Total Heating Required Including Ventilation Air: 23,670 Btuh 23.670 MBH Total Sensible Gain: 12,604 Btuh 84 % Total Latent Gain: 2,398 Btuh 16 % Total Cooling Required Including Ventilation Air: 15,003 Btuh 1.25 Tons (Based On Sensible+ Latent) 1.40 Tons (Based On 75%Sensible Capacity) Ntxtes; . „ Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\1375 Sterling Rd.rh9 Friday, September 23, 2022, 6:12 PM Rhvac-.Residential&Light Corhmerclat HVAC Loads " .. Elite Softwaire pevetopment, nc.., Aberdeen Bulldtnj Gorisulti" 'r ,, '>1375 Sterlin Ftci` 9 .. g Ba S p e - 17t16 %.,.,.: n.,_,.. . :. :', r hr Yt" r'; System 2 2nd Summary Loads .Cmp�r7ent. •.Skrea en.. - ,. FJ, i_. aCt n � . ,,. . ..,..,�,.; .,., �;`:� °• -,. Lass:�:°-=�„" r''Ga�tl� �' ain a�ri. TWT2810: Glazing-.28/.32, U-value 0.32, SHGC 0.4 5.3 106 0 236 236 TW2852: Glazing-.28/.32, U-value 0.32, SHGC 0.4 82.7 1,638 0 2,476 2,476 TW3052:Glazing-.28/.32, U-value 0.32, SHGC 0.4 31 616 0 708 708 R21:Wall-Frame, Custom, no board insulation, siding 1631.5 6,576 0 2,153 2,153 finish, wood studs, U-value 0.065 R49: Roof/Ceiling-Under Attic with Insulation on Attic 2780.3 9,480 0 6,881 6,881 Floor(also use for Knee Walls and Partition Ceilings), Custom, R49,grade III, U-value 0.055 R30: Floor-Over enclosed crawl space, Custom, R30 23 19 0 6 6 grade 3, U.-value 0.052 Subtotals for structure: 18,435 0 12,460 12,460 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 6,837 486 3,397 3,883 Infiltration:Winter CFM: 113, Summer CFM:55 7,679 1,080 1,205 2,285 Ventilation:Winter CFM:30, Summer CFM:30 2,041 591 658 1,249 AED Excursion: 0 0 83 83 System 2 2nd Load Totals: 34,992 2,157 17,803 19,960 Check Figures Supply CFM: 781 CFM Per Square ft.: 0.281 Square ft. of Room Area: 2,780 Square ft. Per Ton: 1,406 Volume (ft3): 25,023 Total Heating Required Including Ventilation Air: 34,992 Btuh 34.992 MBH Total Sensible Gain: 17,803 Btuh 89 % Total Latent Gain: 2,157 Btuh 11 % Total Cooling Required Including Ventilation Air: 19,960 Btuh 1.66 Tons (Based On Sensible+ Latent) 1.98 Tons (Based On 75%Sensible Capacity) ...x_z....-...-.-..«.-:-..J:....-„..-»c.....�,.0 -.....,-,.....a....:..u.!En:..::..n...:...............,.....sa...a......a....:...LAm..Oat._.....,»..«:.....:,.°ec.u_.c .:..,. .{":.,, - ....... w.....:...:..u.:..w....:.:j....:.:iix.._....___..:_c..._.......,s.z.:.:w..,.-.._.........._ai�.L.W«:.. ..e..... 6G:...:e...., Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\1375 Sterling Rd.rh9 Friday, September 23, 2022, 6:12 PM e eMliall F : 'Bu 0�6g C . jai o ill Say Shore NY/41106'. .................. .......... --................... ................... ....... ........... ........................... ................ ...................- ......................................................................................................... ......................... .................. ............ ................ 1 1st Bar Graph 8,000 6,000 System 1 ist 4,000 Loss 23,670 Btuh 2,000 0 Floor 5% Glass 28% Ductwork 14% Ventilation' 9% Wall 23% Door 4% Infiltration 18% 8,000 ... ................. ....................................................... .............................................-............. ........ ............ 6,000 System 1 1st 4,000 Gain 15,003 Btu 2,000 0 .................r..................................................................... ....... ... . .............. . ........................... ............ Floor 2% Glass 45% People 11% Infiltration 6% AED Excursion 2% Wall 12% Door 3% Ductwork 10% Ventilation 8% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\1375 Sterling Rd.rh9 Friday, September 23, 2022, 6:12 PM [Rhvac-Residential&,Light ComMe'rciat HVAC L6ada:° EIIte SottWire Devetopment Inc:, Aberdeen Building"CQnsulti,ng; = 1375 Sterling td 8aYShor6,NY'f1!06 Pane 10 _..__...........-----.._..................... ..............._........_........._............__._..__... ..................---._.........._..--..._.._....................... .................._.._.,...... --...............—_...:.:.:................. System 2 2nd Bar Graph _ - 10,000 8,000 6,000 -. ., System 2 2nd Loss 4,000 34,992 k` Btuh 2,000 " 0 Floor 0% Wall 19% Ductwork 20% Ventilation 6% Roof 27% Glass 7% Infiltration 22% 8,000 ._..� 6,000 System 2 2nd 4,000 Gain 19,960 Btuh 2,000 yr 0 Floor 0% Wall 11% Ductwork 19% Ventilation 6% Roof 34% Glass 17% Infiltration 11% AED Excursion 0% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\1375 Sterling Rd.rh9 Friday, September 23, 2022, 6:12 PM RhvaC-Residential&Light'Comimerclat HVAC inatls :: :; ""_ -.;r:::".: ,a: ;Elite.Sottwar :levelnpnnent:inc;. Aberdeen;Buliding-'Consulting,._ :y" 1375 Sterling Rd 8a Shbre .NY #17t}6" P „: w a e'11'. Equipment Data - System 1 = l st l Cooling System Type: Standard Air Conditioner Outdoor Manufacturer: Rheem Nominal Capacity: 30,000 Adjusted Capacity: 30000 Adjusted Sensible Capacity: 22750 Adjusted Latent Capacity: 7500 Efficiency: 13 SEER Heating System Type: Fuel Oil Boiler Model: V8H3W Tradename: US Boiler Description: Hydronic Hot Air Capacity: 60,000 Efficiency: 86 AFUE C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\1375 Sterling Rd.rh9 Friday, September 23, 2022, 6:12 PM ' CtUoam\n/uU\Doouments\E|bu QProjects\1376Sterling Rd.rhQ Fridoy, September 23. 2O22. 812PW1 etopment;.;lnc.: Rhuac:-Residential&Light•Grimimerolal.HVAC Loads,-,,., Elite Software,' Aberdeen Buildiiiq;Gorisulting::: Sterling Rd Ba '.Share NY 11703' �; 1375' ,Pa a 13 [Manual S PerformanceSystem. 1 1st L.oa sA6d Desi(�t;"' .,oriffitjons, .., , ;, :>s;s,:•, .z• " ': mm w" :,'Y'" '`r y Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 12.604 Outdoor Wet Bulb: 71 Latent Gain: 2.398 Indoor Dry Bulb: 70 Total Gain: 15.003 Indoor RH: 50 Load SHR: 0.84 Supply Airflow: 0 Entering Dry Bulb: 0 Entering.Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 23.670 Indoor Dry Bulb: 72 Entering Dry Bulb: 65.4 Indoor RH: 30 Supply Airflow: 282 l uI ment Prfarmnc .S7 stemes4n Conditipn ' Cooling: Model Type: Standard Air Conditioner, Model: RA1330AJ1 NA Nominal Capacity:30.000, Manufacturer: Rheem Interpolation Results: Percent Load of Load Sensible Capacity: 22.750 12.604 180% Latent Capacity: 7.500 2.398 313% Total Capacity: 30.000 15.003 200% _........................................ ........... .............................._.......................................... ............ ................ ......... ........... .. Heating: Model Type: Fuel Oil Boiler, Model: V8H3W, Nominal Capacity:60.000, Manufacturer: Results: Percent Load of Load Heating Capacity: 60.000 23.670 253% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\1375 Sterling Rd.rh9 Friday, September 23, 2022, 6:12 PM Inc , ldbntial L 1,HVAC Loadif- me 66n Bulldlhd 01 d, Rhvae Rds htc !*ercla "elo '6 ansuffin -Aberdeen g,,,. 378i6rilln 8 4' 86;Sh6re,�LVj 1766 ............................................................. ..................... ......... ......... ............................... ................. ............................ ...................-................. ........................................................................................ Manua! S Performance.Data - System 2- 2nd, 11............. ................. Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 17.803 Outdoor Wet Bulb: 71 Latent Gain: 2.157 Indoor Dry Bulb: 70 Total Gain: 19.960 Indoor RH: 50 Load SHR: 0.89 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 .......... ............................... ..................... ........ ............ Heating: Outdoor Dry Bulb: 10 Sensible Loss: 34.992 Indoor Dry Bulb: 72 Entering Dry Bulb: 67.6 Indoor RH: 30 Supply Airflow: 429 -777-XI I' Cooling: Model Type: Standard Air Conditioner, Model: RA1 330AJ 1 NA Nominal Capacity:30.000, Manufacturer: Rheern Interpolation Results: Percent Load of Load Sensible Capacity: 22.750 17.803 128% Latent Capacity: 7.500 2.157 348% Total Capacity: 30.000 19.960 150% ................ . ...............--............. ........................ ................. .......... ........... —................ Heating: Model Type: Fuel Oil Boiler, Model:V81-13W, Nominal Capacity: 60.000, Manufacturer: Results: Percent Load of Load Heating Capacity: 60.000 34.992 171% C:\Users\rustr\Documents\Elite Software\Rhvae 9 Projects\1 375 Sterling Rd.rh9 Friday, September 23, 2022, 6:12 PM Rhvac'w-.ResldentisU&Light Cnintneraial HVAC Loads. ". :: . Elite Software Development;irtc. Absrdeen 8011ding.c6r lilting.: : :: 1971;Sterling-Rd (BS._y Sshore NY 11706 Pae_15 .........----_ou......-- ,, ----- _-........... _ _..............------. _ ............... ........._tem 1 - Hrly,Room Net Gain...___... System _ 1 Hourly Room Net Gain 6,000........................................ ................. ............ ............................. 5,000........................................ ........................... ............................... 4,000 .......... . ..................................................................................... L r+ 3,000 ......................... ....... ........................ ................... ... C7 2,000 ...... .................. ... ....:........... 1,000 ................... .... .. ...................... ....................... . ...... 0- 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day --0— 1 st Fl Master Bedroom(74%) --,&— 1 st Fl Great Room/ Kitchen(400/4 1 st Fl Master Bathroom/ Closets(61 9/4 —�– 1 st Fl Foyer/ Dining Room(539/4 1 st Fl Stairwell(01%) 1 st Fl Powder Room/ Hall(0°/4 1 st Fl Laundry/ Mudroom(52%) Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof,wall and door gains also vary throughout the day,for this graph and in Manual J glass gains are the only ones that fluctuate. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\1375 Sterling Rd.rh9 Friday, September 23, 2022, 6:12 PM C monts\E|heSoftware\RhvaoSProjeots\ 375SU*dingRd.dh9 Fridoy, September 23. 2022. 812PK8 .Aberde@n Buiidin .Gansuitin ' . merciat;'.H.V...A, C:;':, Ette:Soare ' 'pe"1v3e'7jo5pSmt et;gl'nFo'td:Rhvac »=ResidenfEaf"&"llght" oinrtteratet,;HVAC�oDevetodeenBldin G1375 Sterlind Rd J[,R.hgod B Shore.ir1Y 1<17.06. ..: n. .. < .,Age 18 .......................................................... .............. ....... ... ... ... ................._..,................. _.....................................................................__............................................................................................................... System 2, Zone 1 Summary Loads. (Average Load Procedure for Rooms) � y ;., „ '.,.. . ti::-;:.., s n;” ;'..: `Lit ,Component° '. � ;Area';';�" ,:, e _ `Sert"•r�� :;<.,,;�: Desori Li.�r�'`• TWT2810: Glazing-.28/.32, U-value 0.32, SHGC 0.4 5.3 106 0 236 236 TW2852: Glazing-.28/.32, U-value 0.32, SHGC 0.4 82.7 1,638 0 2,476 2,476 TW3052: Glazing-.28/.32, U-value 0.32, SHGC 0.4 31 616 0 708 708 R21:Wall-Frame, Custom, no board insulation, siding 1631.5 6,576 0 2,153 2,153 finish,wood studs, U-value 0.065 R49: Roof/Ceiling-Under Attic with Insulation on Attic 2780.3 9,480 0 6,881 6,881 Floor(also use for Knee Walls and Partition Ceilings), Custom, R49, grade III, U-value 0.055 R30: Floor-Over enclosed crawl space, Custom, R30 23 19 0 6 6 grade 3, U-value 0.052 Subtotals for structure: 18,435 0 12,460 12,460 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 6,826 0 3,386 3,386 Infiltration:Winter CFM: 113, Summer CFM: 55 7,679 1,080 1,205 2,285 . ............... .._......... ........_....... .I......................... .. .... ...... ................................................_....................... System 2, Zone 1 Load Totals: 32,940 1,080 17,133 18,213 _77351E 7, ,. �h3a,» ,_ ,�;,. °..:�.I Supply CFM: 781 CFM Per Square ft.: 0.281 Square ft. of Room Area: 2,780 Square ft. Per Ton: 1,659 Volume (W): 25,023 - � �r�i r�,,t���.3�«� „'�,•_s ,',;t. . .,z`�,�s.. ro ., .:' a-. ° ";k�g,'� iyy Total Heating Required: 32,940 Btuh 32.940 MBH Total Sensible Gain: 17,133 Btuh 94 % Total Latent Gain: 1,080 Btuh 6 % Total Cooling Required: 18,213 Btuh 1.52 Tons (Based On Sensible+ Latent) 1.68 Tons (Based On 75%Sensible Capacity) 'ri "„°: ,9 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\1375 Sterling Rd.rh9 Friday, September 23, 2022, 6:12 PM Rhvaa,-Reidentiaf'&';!igt►1yGarninerc�al;HVAC l nds' P „:,... , ,. ftwareCle , �, ,.,`•�;,,,': 4 V Omen nC.. :,:•, Aberdeen Buildin -Gonsuihn ::,-,,.:,; M.A .. SerJlrig;Fid, 9., .9 .?° ;.3:" � x,1375; ". " , 1 13 S#�dre NY ,117p6 �!; ��;:�. ,`.:� � „,,;,;,.°�: „�����. ;;.:�, ” s.` P;;a s 9 :. ........: . ......m 1, Zone 1 .Bar Graph 8,000 6,000 System 1 , Zone 4,000 1 Loss 21 ,625 Btuh 2,000 o ---- - ......... ........_......................-........... — ..---__ -----._._.._...................................... Floor 5% Glass 31% Ductwork 15% Wall 26% Door 4% Infiltration 19% 8,000 6,000 System 1 , Zone 4,000 1 Gain 13,156 Btuh 2,000 , 0 Floor 3% Glass 51% People 13% Infiltration 7% Wall 14% Door 3% Ductwork 7% AED Excursion 2% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\1375 Sterling Rd.rh9 Friday, September 23, 2022, 6:12 PM Ahv6c.-Reside V4,06—mmerelal HVAC Loads Elite .Aberdeen.C3uildin `Cnnsuttin . : . ... .......... . ..... ,%y'Shore,. ............... ............. ............................. ............................................................................................................................ ........... ........... Zone 1 Bar Graph I�jstem '41 Y 10,000 8,000 System 6,000 2, Zone 4 Loss 4,000 32,940 Btuh 2,000 0 Floor 0% Wall 20% Ductwork 21% Roof 29% Glass 7% Infiltration 23% 8,000 – 6,000 System 2, Zone 4,000 Gain 18,213 Btuh 2,000 0 LAW ....................--...................d........... ................................................................. .............................................. ..................... .................... Floor 0% Wall 12% Ductwork 19% AED Excursion 0% Roof 38% Glass 19% Infiltration 13% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\1375 Sterling Rd.rh9 Friday, September 23, 2022, 6:12 PM C:\U monto\E|iteSoftware\Rhvao0Projent s\ 3758tedingRd.Mh9 Fdday, September 23. 2022. 812PM ;.'. Rhuac>-Residentigl'&.Light Crsmmerciat HVAC Loads. t�ti sofivva're"I?euelopm nt Inc.: m,- 7 riin" :Aberdeen 6ullding Cnnsuitiirg,� '°�:'fr• `1;3 5'Ste g Fid- Ba Siiors NY:;117t>6- ",�, _ .a {. �u Paae:,22 .............-...............-........ ................ .......................................-------.........--.............--._...............---..... ........................ ..................._.._...._.............._.._.._............_.................-.._.... ........................_......................................._------- Detailed Room Loads - Room 2 1 st Fl Great Room/Kitchen (Average Load Procedure Gene , r. ,,.,-.._.• ._., v,,•,'-.. ,.,.. „. ,�' ,. ,,, ri, .,.;_ _._.P_wa_y-..�..,.�':>.£e„ ��kz�`ssi:'ti�:. Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.6 ft. System Number: 1 Room Width: 34.8 ft. Zone Number: 1 Area: 508.0 sq.ft. Supply Air: 184 CFM Ceiling Height: 12.5 ft. Supply Air Changes: 1.7 AC/hr Volume: 6,350 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 9 CFM Runout Air: 92 CFM Percent of Supply.: 5 % Runout Duct Size: 6 in. Actual Summer Vent.: 10 CFM Runout Air Velocity: 469 ft./min. Percent of Supply: 6 % Runout Air Velocity: 469 ft./min. Actual Winter Infil.: 17 CFM Actual Loss: 0.143 in.wg./100 ft. Actual Summer Infil.: 6 CFM e: tear' ,: � '.Area°'::x;��F - t -en <,. ;:1'. .fir � Desai .t`ori` u`ant' Vale ' '' --° ° Qain Gain l Q ► u NTM . tiiaa. NTNl;< �:.,........ r N -Wall-R21 34.8 X 10 219.3 0.065 4.0 884 1.3 0 289 E-Wall-R21 14.6 X 10 134.8 0.065 4.0 543 1.3 0 178 N -GIs-NLGD12080-4 shgc-0.4 96 0.320 19.8 1,905 14.1 0 1,356 100%S N -GIs-TWT2010 shgc-0.4 100%S 6 0.320 19.8 120 14.0 0 84 (3) N-GIs-TW2046 shgc-0.4 100%S (3) 27 0.320 19.8 537 14.1 0 381 E-GIs-TWT2010 shgc-0.4 100%S 2 0.320 19.8 40 14.0 0 28 E-GIs-TW2046 shgc-0.4 100%S 9 0.320 19.8 179 14.1 0 127 Floor-R30 34.8 X 14.6 508 0.052 0.8 425 0.3 0 137 ............................................... ...._....... ...........--.................._._................. .................._................ .............. _..................._..................................... ............. . ................................................................... ................. Subtotals for Structure: 4,633 0 2,580 Infil.:Win.: 17.0, Sum.: 5.8 494 2.333 1,153 0.255 113 126 Ductwork: 1,037 323 AED Excursion: 94 People:200 lat/per, 230 sen/per: 4 800 920 Room Totals: 6,823 913 4,044 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\1375 Sterling Rd.rh9 Friday, September 23, 2022, 6:12 PM C:\Users\rustr\Documents\Elite OProjeots\1375Sterling Rd.rh9 Fhday, September 23' 2022. G12PM Riivae Residential,&,Light' tinimercial HVAC Loads r -% . Elite,,Sattware Devetop'ment, nc: ..Ardeen,BuildIhgCnrisuitirig p , , ,.;, �...,, 137S<Steriirlg'Rd' tis Share NY.117q ,,, ;`Pa a 24 .�i .................... .......................................... .............................................................................._...__................................._._......................................................................................................................................................................_._......................................_............................................................................................................... .. Detailed Room Loads - Room 4 - 1st FJ Foyer/Dining Room (Average Load Procedure) Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.4 ft. System Number: 1 Room Width: 16.2 ft. Zone Number: 1 Area: 168.1 sq.ft. Supply Air: 43 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 1.5 AC/hr Volume: 1,681 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Runout Air: 43 CFM Percent of Supply.: 7 % Runout Duct Size: 4 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 493 ft./min. Percent of Supply: 6 % Runout Air Velocity: 493 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.277 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item- en D@SCrit©C1 " Quinti :Va#ue �:. HIM bass H)N#' Ga# Gain S-Wall-R21 16.2 X'1 0 109.2 0.065 4.0 440 1.3 0 144 S-Door-2880LH 2.7 X 3 8 0.200 ' 12.4 99 6.2 0 50 S-Door-2880LH 2.7 X 3 8 0.200 12.4 99 6.2 0 50 S-GIs-TWT2810 shgc-0.4 100%S 5.3 0.320 19.8 106 14.2 0 76 (2) S-GIs-TW28510 shgc-0.4 100%S 31.1 0.320 19.8 618 14.1 0 440 (2) Floor-R30 16.2 X 10.4 168.1 0.052 0.8 141 0.3 0 45 Subtotals for Structure: 1,503 0 805 Infil.:Win.: 5.5, Sum.: 1.9, 162 2.332 377 0.254 37 41 Ductwork: 337 75 AED Excursion: 22 ........................ ........... ....... Room Totals: 2,217 37 943 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\1375 Sterling Rd.rh9 Friday, September 23, 2022, 6:12 PM RhVao,!Residential,& 0 no. -1876'. orl"6 d, Aberde6ri-BUIldirig P'qhsU'106 ay'Sli6r"a'.NY'11706 025 Detailed Room............Loads--,--- Room 5 = 1st Fl Stairwell'---... "(Average* * * -",-Load- * Procedure) *, --***-- en ............ Calculation Mode: Htg. &c1g. Occurrences: Room Length: 5.2 ft. System Number: Room Width: 17.4 ft. Zone Number: 1 Area: 90.6 sq.ft. Supply Air: 10 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.6 AC/hr Volume: 906 cu.ft. Req. Vent. CIg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 10 CFM Percent of Supply.: 11 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 109 ft./min. Percent of Supply: 6 % Runout Air Velocity: 109 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.015 in.wg./l 00 ft. Actual Summer Infil.: 1 CFM ....ArO .................................... .......... "WIT...... 4 ."A cnpqoq� Ily, KIM- S-Wall-R21 7.8 X 10 70.3 0.065 4.0 283 1.3 0 93 S-Door-2880LH 2.7 X 3 8 0.200 12.4 99 6.2 0 50 Floor-1130 17.4 X 5.2 90.6 0.052 0.8 76 0.3 0 24 .-.......... .............................. ................................. ................- .............. ..........................-........................ Subtotals for Structure: 458 0 167 Infil.:Win.:2.7, Sum.: 0.9 78 2.336 183 0.255 18 20 Ductwork: 115 17 AED Excursion: 5 Room Totals: 756 18 209 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\1375 Sterling Rd.rh9 Friday, September 23, 2022, 6:12 PM C:\Users\rustr\Documents\Elite 0Projeots\1375Sterling Rd.rh0 Friday, September 23. 2O22. 812PK8 Rhm-.Residential'&Light Commercial HVAC Loads'' " = :Y''' Elite Softiivare:DeveCopment,Inc. Aberdeen Building Sterling Rd 8a Shore,NY: 11746' ;: P.a'a 27 ............ ............................-- ._...._...._....--._...._..............................................................------........ ---...__....................................._...................---................-...-...-.._....._...........--... ............................._.._.._.................-...... .._...._.__._...- -- Detailed Room Loads - Room 7- 1st"F1 Laundry/Mudroom (Average Load Procedure ..,,.y r. '.:,qi;,;'F,';,a.;`."::bt.°1.,°f`s".,,,9`"'3%s,1'u '';r,;;''!;,".;;'•:' ::;.,;�.'v;Y;;,':s K�•. 'b<,�>s-v General .%. .,,,,> ss ";� zv � �,.,,,;v; . °r ,°..,,x Gs, ' ,�b,(�'l,� Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.5 ft. System Number: 1 Room Width: 9.6 ft. Zone Number: 1 Area: 129.6 sq.ft. Supply Air: 81 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 3.7 AC/hr Volume: 1,296 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 5 CFM Runout Air: 81 CFM Percent of Supply.: 6 % Runout Duct Size: 5 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 593 ft./min. Percent of Supply: 6 % Runout Air Velocity: 593 ft./min. Actual Winter Infil.: 11 CFM Actual Loss: 0.291 in.wg./100 ft. Actual Summer Infil.: 4 CFM (; }�y,ry+y, ey�;, Sir,,, `M.`✓`E n y� �f.' �/(/�� jE•v, {,,j :i, it::-3 b✓,r f!'{' ♦♦♦ (:� i�ry f,'e;;;, a«y t, uantitj'' w'ro N'GA3�e,'i vk:`'-';;'L4gA,'�„`,:i,'!6F'.�s,;l:i WA11�' ✓. Cil n,' S-Wall-R21 9.6 X 10 88.3 0.065 4.0 356 1.3 0 117 E-Wall-R21 13.5 X 10 117.1 0.065 4.0 472 1.3 0 155 N-Wall-R21 9 X 10 66 0.065 4.0 266 1.3 0 87 N-Door-3080LH 3 X 8 24 0.200 12.4 298 6.2 0 149 E-GIs-TW24310 shgc-0.4 0%S (2) 17.9 0.320 19.8 354 44.2 0 790 S-GIs-TW20310 shgc-0.4 0%S 7.7 0.320 19.8 152 22.8 0 175 Floor-R30 9.6 X 13.5 129.6 0.052 0.8 109 0.3 0 35 Subtotals for Structure: 2,007 0 1,508 Infil.:Win.: 11.0, Sum.:3.7 321 2.333 749 0.255 74 82 Ductwork: 494 142 AED Excursion: 41 Room Totals: 3,250 74 1,773 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\1375 Sterling Rd.rh9 Friday, September 23, 2022, 6:12 PM O:\Uoers\nuuthDooumonta\E|ita 9 Projects\1 375Sterling Rd.rh8 Friday, September 23' 2U22' G12P&4 C:\Users\rustr\Documents\Elite OProjoots\ 375StedingRd.dh9 Fhday, September 23. 2022. 612PPW Rhvac=Residential&:Light Cbmmerelat HVAC Elite.Software Daveiop'&#`nt,Ino.' AbeCtleert Building Consulting', ' '' 137.5,Sterlin f3 8a 8ho're.NY r 1,7C3G „� `. Pa.a"3() ................................................................................... ._................................:....................................................................... ........................................................................... ......................... ( Detailed RmooLoads - Room 1 Q - 2nd Fl:Stairs..:. /Hall(Average Load Procedure) -General. .s Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 11.5 ft. System Number: 2 Room Width: 11.2 ft. Zone Number: 1 Area: 128.4 sq.ft. Supply Air: 30 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.5 AC/hr Volume: 1,156 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 30 CFM Percent of Supply.: 5 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 340 ft./min. Percent of Supply: 4 % Runout Air Velocity: 340 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.134 in.wg./100 ft. Actual Summer Infil.: 3 CFM ..Itemmw::,�:.. . .. : . ��..::.. .',• ., "�'.��•'�n. "-Are -_--; .f,q:K,L �.,�, �"-r.,� n . Descry-t tin:' Quanfit z, value!'5 j:. HTM _.x. w N -Wall-R21 11.2 X 9 100.5 0.065 4.0 405 1.3 0 133 UP-Ceil-R49 11.5 X 11.2 128.4 0.055 3.4 438 2.5 0 318 ............ ............ .... ..... .. .......................... ..............................._............................. ............................_..................... .. ................ ... ................ Subtotals for Structure: 843 0 451 Infil.: Win.:6.5, Sum.:3.2 101 4.388 441 0.687 62 69 Ductwork: 336 129 AED Excursion: 3 ....................................................................................................... ...................... . ............................. ................ . ........................ ......................... Room Totals: 1,620 62 652 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\1375 Sterling Rd.rh9 Friday, September 23, 2022, 6:12 PM Rhvac,4R"Ideht I&Li""ght'Cemmerciat HVAC Loads ;;'„';;' Elko S6ftwarea"Devetripir�ent,Inc. Rberdeen Bui#ding Garlsultir',g �:, _>'' t,375'Sterllhd ted 134Share,NY 11786:. 31 ..........._... ..........................__._.....': .................._......._............................._......................._............_....................................................._............................................ Detailed Room Loads - Room 11 ' 2nd-FI Bedroom 2/Bathroom (Average Load Procedure) L Calculation Mode: Htg. &cig. Occurrences: 1 Room Length: 23.0 ft. System Number: 2 Room Width: 13.8 ft. Zone Number: 1 Area: 316.3 sq.ft. Supply Air: 141 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.0 AC/hr Volume: 2,846 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 7 CFM Runout Air: 70 CFM Percent of Supply.: 5 % Runout Duct Size: 5 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 516 ft./min. Percent of Supply: 4 % Runout Air Velocity: 516 ft./min. Actual Winter Infil.: 35 CFM Actual Loss: 0.221 in.wg./100 ft. Actual Summer Infil.: 17 CFM Ht' .; t-: '."3ry •st�hi�a;:u p•. N �'Y�'' 'se'�6„ G ..�`.' (� r •'. .cif,,;:, wy} tYli ai"wY.w•;:s GiiE Y." E-Wall-R21 23 X 9 207 0.065 4.0 834 1.3 0 273 W -Wall-R21 23 X 9 207 0.065 4.0 834 1.3 0 273 S-Wall-R21 13.8 X 9 96.2 0.065 4.0 388 1.3 0 127 S-GIs-TW2852 shgc-0.4 0%S (2) 27.6 0.320 19.8 546 22.9 0 630 UP-Ceil-R49 23 X 13.8 316.2 0.055 3.4 1,078 2.5 0 783 Floor-R30 11.5 X 2 23 0.052 0.8 19 0.3 0 6 Subtotals for Structure: 3,699 0 2,092 Infil.:Win.: 34.7, Sum.: 16.9 538 4.387 2,359 0.688 332 370 Ductwork: 1,584 610 AED Excursion: 15 Room Totals: 7,642 332 3,087 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\1375 Sterling Rd.rh9 Friday, September 23, 2022, 6:12 PM O 9 Projects\1 375Sterling Rd.dh9 Friday, September 23. 2O22. 612PK8 Rhvaa»Re'sldentiai 8i lghtCommer6lal HVAC"L:oads.,,., :" _:.;,;:,`. Elite Sottware,Devetopment;lna." ' Aberdeen Building Can`sultirtgStelling:Fid' 7 ;; ,,^:.: .® �. hors N 11 ,06� '" ".. �.. - .�F'ane'33 Room Cooling and Heating Loads Bar Graphs- 1st FI Master Bedroom 1 st FI Great Room/Kitchen Cooling 1 st FI Master Bathroom/Closets i 1st FI Foyer/Dining Room i 1st A Stairwell i 1 st FI Powder Room/Hall i 1 st FI Laundry/Mudroom 2nd FI Den/Office i ® Heating 2nd FI Bedroom 3/Hall 2nd FI Stairs/Hall 0 5,000 10,000 15,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\1375 Sterling Rd.rh9 Friday, September 23, 2022, 6:12 PM Rhvac-'Residential&yii9ltt Gammerciat.HVAC toads' Elite Software°Reveiopment;-inc< Aberdeen"Btiildi" :Corisuitiii •:1375"Ste"rlin ,d' (�� / ay. {V 1 h r" �"1 `F?aas 34 _.._......--.....-............ -- ---- —---._._....._............_ ... _._ --._._...— --.. ...... __..._._._—.........-...-....__..._._......._......... Room Cooling and Heating Loads Bar Graphs Cooling 2nd FI Bedroom 2/Bathroom 2nd FI Walk-in Closet ® Heating 0 2,000 4,000 6,000 8,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\1375 Sterling Rd.rh9 Friday, September 23, 2022, 6:12 PM Rhvac:-Residential&st:tght CnmmercRat'HVAG koads 5: ::;° a opment,;tin Aberdeen Bullding Consuitmg;:;,;.,;,a t375;Serlirig id. :,,,..;, ;;j, �» Iia Shore h}Y; 11706 ^•r.., , ✓ a ae Room Cooling Loads Bar Graphs 1st A Master Bedroom 1st FI Great Room/Kitchen Sensible 1 st FI Master Bathroom/Closets 1 st FI Foyer/Dining Room 1st FI Stairwell 1 st FI Powder Room/Hall 1 st FI Laundry/Mudroom 2nd FI Den/Office ® Latent 2nd FI Bedroom 3/Hall 2nd FI Stairs/Hall \� 0 2,000 4,000 6,000 8,000 Btu h C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\1375 Sterling Rd.rh9 Friday, September 23, 2022, 6:12 PM O 9 Projects\1 375Sterling Rd.dhO Friday, September 23. 2O22. 612PM Rhdaa-Residential,&I.iht Carratneria[HVAC Loads',..,', .:k ' Elite Software'0evel6pment,lnc, Aberdeen Building C66suiting °'1375 Steriing;ltd 134y Shore,it4Y:' 1706 ;, Pa'a 37.' .............. .... ... ..._ --- _............. _. .. _.._............................... ....... .................. ......... [ System 1 Room Load Summary ,.r Htg ;.;r.. Mir , Run;t. ':,.'Rub R. m . ... . ... . .,..: E.E DucC en�` C7ucf .;-' �.V r,4,i�. Yyl�iO``Name :.fF, SF, Btphsig ' �lel.r..,,.. Btuh w' S w ...._.,....,.,. m.....,................1...._`te___...[._........a....a.w__..,...,....-__........3.,.wa.....................« m--.._........,.,....._esu,........,...,...saY4..w..ew.,...�,u; ---Zone 1--- 1 1st FI Master 182 3,688 48 2-5 451 2,702 62 123 123 Bedroom 2 1 st FI Great Room 508 6,823 89 2-6 469 4,044 913 184 184 /Kitchen 3 1st FI Master 198 3,667 48 1-5 638 1,909 77 87 87 Bathroom/ Closets 4 1 st FI Foyer/ 168 2,217 29 1-4 493 943 37 43 43 Dining Room 5 1st FI Stairwell 91 756 10 1-4 109 209 18 10 10 6 1st A Powder 57 1,225 16 1-4 191 366 29 17 17 Room/Hall 7 1 st FI Laundry/ 130 3,250 42 1-5 593 1,773 74 81 81 Mudroom ...........-................. .. ......_.... ..........- . ............. . .. _ .._ ..................._......_.. ._.. Ventilation 2,041 658 591 Duct Latent 596 ReturnDuct ........._.._....__..............................................3 _ . .. ..........0. .... ... 2 System 1 total 1,333 23,670 282 12,604 2,398 544 544 System 1 Main Trunk Size: 9x13 in. Velocity: 670 ft./min Loss per 100 ft.: 0.095 in.wg 00.4h ;,S stem Summa Se ns L2"",%:"'"" ��;� ,#v N.P~ Tans ',. Itt ..E %uh •d�> Vt�{''� E.<z �;•i E:„�,t'jK;;.'%B Net Required: 1.25 84%/ 16% 12,604 2,398 15,003 Recommended: 1.40 75%/25% 12,604 4,201 16,806 Actual: 2.50 75%/25% 22,500 7,500 30,000 Equ� menfi Data _ Heating System Cooling System Type: Fuel Oil Boiler Standard Air Conditioner Model: V8H3W Indoor Model: Brand: US Boiler Description: Hydronic Hot Air Efficiency: 86 AFUE 13 SEER Sound: 0 0 Capacity: 60,000 Btuh 30,000 Btuh Adjusted Capacity: n/a 30,000 Btuh Sensible Capacity: n/a 22,500 Btuh Adjusted Sensible Capacity: n/a 22,750 Btuh Latent Capacity: n/a 7,500 Btuh Adjusted Latent Capacity: n/a 7,500 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\1375 Sterling Rd.rh9 Friday, September 23, 2022, 6:12 PM ,R vac'-Residential&,i.(ght Go"mmerciai HVAC!.Dads`' :_. ; ` =-• =° " ; '„,; » :° ::Elite Softwrare t� veloprrtent;.trta.; Aberdeen.suildirig CO 1375 Sterling Rd SaY'Shore',`NY,117(}�ix:=..€ fi::..;v. ,. n Pd a:38' s ...,.. ,. <,,s, r. tem2 (Room Load Summary � :'. Ht .., „ „»,seer r+(�` ....E..........:. .. ."y,? ' Y,' E„dua(• gi "t�M^: /� e ».,�„y�f No .•.u4..,a..e...<„y;•.i'l.'�<M1�r .•>.�.s• ,,,�,. �F.."� �4'.1� .,1L{..,.1..^.�� �1r��.'IW., ��5+ "„��1,^i '"�w7#4A�7J.. y. l�/4.���� I+�IYF.'v.;,• VI'�iY/�, ---Zone 1--- _ 8 2nd FI Den/Office 1,739 10,945 142 4-6 454 7,828 163 357 357 9 2nd FI Bedroom 3 272 5,054 66 2-4 641 2,455 190 112 112 /Hall 10 2nd FI Stairs/Hall 128 1,620 21 1-4 340 652 62 30 30 11 2nd FI Bedroom 2 316 7,642 99 2-5 516 3,087 332 141 141 /Bathroom 12 2nd FI Walk-in 325 7,679 100 2-5 520 3,112 333 142 142 Closet Ventilation 2,041 658 591 Duct Latent 484 Return Duct 11 11 2 System 2 total 2,780 34,992 429 17,803 2,157 781 781 System 2 Main Trunk Size: 10x15 in. Velocity: 749 ft./min Loss per 100 ft.: 0.101 in.wg �;y/� rte• -�,-. ,-;,-� �-r�.--__.,. _ 'V1✓in "��'/Gll fil�ttf(i" Gt 5,;;%,;;E •1 � "F�i't •�4,.,. a:3£:r»',: L K,r _..,.,...._... ir�-,.A_,.'_._..-..,..e.b.• ..��._..a. iii°,,:_...s...,..;fe.�;.'':.:;,,:;...:a.,.;:.;,,,>;�'�-:':.�,..,<..,.. ..�b.�"' 'i,._;,,,,,«:..:.:......._.............,..,.,........__?d�'�:.:M.�.`.",.:.;'.;` :,«�..:_.'.�i,;�."-''�.______._....::.s4s�abt ,.r ,'�"'''��:`..,....... ,r,o $,.",i. vii!„hi i,r.r- -g., _ CictolinJ $8t15`fill IL tnSI a '., ;»3:.;,, ,IJ m�;K�' t f, , „D, c Vis: q Mfr i-,G":' 9 z r. , •""Tons..`. ...,. 5it ,., „ Net Required: 1.66 89%/11% 17,803 2,157 19,960 Recommended: 1.98 75%/25% 17,803 5,934 23,738 Actual: 2.50 75%/25% 22,500 7,500 30,000 ,.. .. {. r.. ':�s'./.. ,w,.-r`, -�, ::,,, --�-��,'.� <;ai'� ;.,;,'.,E,r'-'- �' "?��',f-:� ,n•T .--. ,,,sem -w�•;^".�,,_��,t -E [` i.: t4s r',t,.,i .,E,, a, tit�l,�, .��D�t�, , ,• a`.,'„2, :,,:„":'.,;<<< „y�r;.r<,.-%,.,.,,», Heating System Cooling System Type: Fuel Oil Boiler Standard Air Conditioner Model: V8H3W Indoor Model: Brand: US Boiler Description: Hydronic Hot Air Efficiency: 86 AFUE 13 SEER Sound: 0 0 Capacity: 60,000 Btuh 30,000 Btuh Adjusted Capacity: n/a 30,000 Btuh Sensible Capacity: n/a 22,500 Btuh Adjusted Sensible Capacity: n/a 22,750 Btuh Latent Capacity: n/a 7,500 Btuh Adjusted Latent Capacity: n/a 7,500 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\1375 Sterling Rd.rh9 Friday, September 23, 2022, 6:12 PM D E `:J �'B @ ,3 H�8 Bi'6. 9 9P999 ��➢8 83 P SEP 21 2021 ,:B.gC' YQ.Et21c.Y L�cg 8B8g�1 Y7 Qa tis C2r. ID BUILDING DEPT. 36 BETHESDA LANE TOWN OF SOUTHOLD SAYVILLE, N.Y. 11782 TEL: 631-244-9{373}8 FA-X--IBJ1-2-4-397 U Date : September 20, 2021 Town.OfSrrtF-Ir Building:Department Town Flail Manex 543-5- ICY-25 PO Box 1178 Southold NY, 11971 1-375 Sterling woad -S utbold,-N-Y.1 1-971 Permit#46518 Atte: R�.;,;lc.n- Dop,--qmer.tl.Buildine insp�+or This letter is to certify the footing and foundation wall for the new residence at the above .referenced address. On August 17, 2021 1 inspected the excavation and footing form work for the above referenced project and found no water in the excavation area and witnessed the form work for the 12"x 20" house footing and the 12' x 18" garage footing along with the (2)#5 ,horizontal reinforcing a is j in the form work_prior to the concrete.pour. On AugWt 25., 201-21 a -inspected the farm-work for both the i ii"wide and B"wide-foundation Walls-and-witnessed the 2„ x 4"-keyway and-the-(2)#5 continuous-horizontal reinforcing-bars installed at-the-top of-the foundation wall prior to the concrete pour. On August 30, 2021 1 inspected the exterior of the foundation wall and witnessed the installation of the damp proofing prior to back filling. All work has bee,z 'rzstalled as per the apprz=Epe�Architectural-drawings by Condon Engineering'C and in accordance with the Resid-ential:BuMiag Code of New York State. If you have any questions please do not hesitate to contact me, Very Truly olurs, - `<�ptrGD A&C �5 JOs�py��,m Charles J Brudi RA �' n O.0229"7' OFpN�d� 30 BETHESDA.LANE SAYVILLE,N.Y. 11782 TEL: 631-244-9338 FAX:-631-2 -3978 OCT 15 2021 BUILDING DEPT TOWN OF SOUTHOLD Date : Oct&,.er 10, 20-21 Town-of Southold- Building Department Town Hall Annex 54375 - NY-25 PO Box 1178 Southold NY,_1-1-971 Ref: -PoterMeIlIy'Residence 1375 Sterling Road Southold, NY 11971 Flearnk. Attn: Building.Depaf.-tmentJBuitding--Inspector This letter is to certify the installation of the wall strapping for the new residence at the bove nee�_,arnced-addr-es_-On_0&tober 4-202.1-I ii.-spe&ted themall all_strap P jj*&' 5 pipg f rMIFe p address Uted above and fid--#;at zM-wwk has been 4r4stalled as-per#iee q*mved Architectumd-drawings-by Condon Engiii-eering and in-accor-dance-with-the R- esidejitial -Building-Code-of'New-Yofk-State. If you.have,any quasfioin�please da riot Mesilate to cordact m e,. Very-Truly-Yours, ZEE D A Charles J BrudiRA aos .02 OFN D ECEFIG s sa,e ssa q,'&: c @BASE!@*i a� m JAN 18 2079_ �.a$�a�g ca•i�z._a.$aaaE� aa ate.ate,,.-eP-as � BUILDING DEPT. TOW',! OF SOUTHOLD 30 BETI4ESDA LANE SAYVILLE, N.Y. 11782 TEL: 631-244-9338 RAX:631-244-3978 Date: January 12,2022 Town of Southold Building Department Town Rall Annex 54375-NY-25 PO Box 1178 Southold NY, 11971 Ref: Peter Melly Residence 1875 Sterling.Road Southold, NY 11971 I%-r], lit#465 It Attn: Building Departmerit/Building Inspector This letter is to certify that on January 10, 2022 1 inspected the installation of the insulation for the-Droiect listed at the above referenced address and f ound the followina_The caulking installed-in each e)derior wall, -bay,the-fire caulking L-Istalled at a11_electrical VAring-hole- location,the-foam spray_insulation_installed at each exterior window.,tbe.R21.;batten insultation installed in each exterior wall bay, the R-21 batten insulation installed in each floor bay, the R- 38 batten insulation-installed in each ceiling bay and the insulation baffles installed at the roof `-*call intersection all as per the approved architectural drawings, Rescheck and in accordance with the Residential Building Code of Neyv York State. If you have any questions please don't hesitate to contact me. Very Truiv Yours ��`�b ARC'.y, T� D °t Charles J Brudi RA �O. 02 ��C? `� • f� Y J 1 FIR r tet _.F"s L4 r, f + ` s 4 ��.,,,,x �:+�'_ _ - p -�``'� 'Vii- • - n, L Y A 000 46 IPA. aw a ' # . Ir O j I r low Wawe-Emki"I fir UNbA.TIQN(IST). ------------ TION FOUNDA I Illsoil FRAMING ice , - __ ° _ail. . � a►�a.:' � � � AT SMA OAj M _ ! own TO IN, MAW -� !KU ----) A TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.izov Date Received APPLICATION FOR BUILDING PERMIT For Office Use ,(—)) L- (�� Only Li PERMIT NO. Building Inspector: A/ M k /UV JUN 2 3 2021 'd�f�'�Lro�s:.rp,o�t�o�-�fill,60�94t.ip-the�i��ppt!,rety-,�, 61m"'I't—". qq p'e e� - a 1 p�pl"-aiioris��ill qr�jrp tl�o Applica !c !3TTTT,nTNry DEPT. 0%wfide�Authoiiz _e 'o.' Date:1/22/21 'PF NER(S) PROPEiTY-.-.-,��`�"" Name:QATHERINE AND PETER MELLY SCTM#1000-104-02-24. Physical Address: 1375 STERLING RD. CUTCHOGUE P-h.o..ne.1#15-11 6-,15.3-5.1 4'62_.-__-- .......... F�ail:BAMMERMELLY@AOL.-.COM,,-,.-----.-.,,,--,--- Mailing Address:23 EDMARC CT. OAKDALE, NY 11769 .............. ...... ...... ------ ....... q tO.NTAC'rihRSON Name:EILEEN WINGATE Mailing Address:2805 WEST MILL RD, MATTITUCK, NY 1952 'P��h-o..ne.,#,:,5,16-18.-1"8,-9754-1l.-I.'.,-,-.---Tr"-_--,-,-____, Email:eileeln.,@quietmanstudio"..colm-,...... 77777777777777 FESSIONAHNF RMATJON;`��:::` IGN"PRO, -DES Name:Condon Engineering, PE Mailing Address: .1 P.-ho n e VT Fr� qRoPR!�ng@qplppline.net -413D �CONTRACTOR INFORMAT ON:: ? Name: TBD Mailing Address: Phone#: Email: 'DESCRIPTION"OFPRO �C6�lifkb" CTION s e,_� a i ing'� -Nek-Ing M §iNewStructure ElAddition []Alteration DRepair F-113emolition Estimated Cost of Project: E__10ther $ be re-graded? RYes DNo Will excess fill be removed from premises? E]Yes El No PROPERTYINFORMATION Existing use of property:vacant 1.n,t.ended use se of p-ro p.e I r.rtsinGjp.fprn1i1y_4we11i.ng. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to - ----- er this property? E]Yes E]No IF YES,PROVIDE A COPY. R-40 ------------------------------ -- ------- Chdck-Box-Aft-et-R '-dlng--'�'�"�" oi/d6!gn,0 water issues provided by Reading Tho�o*r*&6r#�aii# rof is!ohM;#�i606'hMb1d:f&WAMIhi&an .Chapter,P6of.the Town AO,Mcomohljsl ngPermit p4n?a e Buildingne Ordinance Towno€Southold,sd`lfd 1 County; 1ewi4oirk'and ot6rip additions,akerations ordinances, uil In it on (fie f housing code and g coder regulations and,to,admit authonied inspectorsohl premises and in bul dng(s')for necessary 'n§Docrlong0M st#qmade:fierein are unis 'a e- a aw'Amisdemeanorpursuant oSe ton bct e New York State Penal;Law:'. , Application Submitted By(print name): authorized Agent E]Owner_ Signature of Applicant: Date: STATE OF NEW YORK) COUNTY OF &L �boal'-, /7e'- being duly sworn,deposes and says that(s)he is the applicant V (Name of individual Mining contract)above named, (S)he is the -t'-�1?A-'k4V M&II, */-- (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this Ir 41 day of 20,IQL iO4W 9 �Ij MA n A O'Notary Public TRACEY L. IaYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 PROPERTY OWNER AUTHORIZATIO LIALIFIED IN SUFFOLK COUNTY (Where the applicant is not the ownei-FOMMISSION EXPIRES JUNE 30,2= 1, Pc�-e r, y' L0 -e&I _residing a t 2 a1r— Ida/e- j do hereby authorize to apply on my behalf to the Town SouthId Building Department for approval as described herein. X />7/� Own Signature Date Print Owner's Name 2 ��gu�tptx,�a TOWN OF SOUTHOLD—BUILDING DEPARTMENT : . Town -0959 Tall Annex 54375 blain Road P. Q. Box 1179-Southold,NY 11971-0959 ¢ ,�► � ` Telephone(631) 765-1802 Fax(631) 765-9502 hgps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT Use On] APPR� t�IS � . .3 1 PERMIT N0:"'` Building ns(per: \ JAN 2 7 2021 -- Appt>cat�ona and foams must be filled out�n the�rentirety Incomplete r�._ app{ieations;W,flnotbdacc'epted 0wiier's Muth©raze#Ean form'(Page 2)sha{t be comp{afetl - Date:1/22/21 x Name:CATHERINE AND PETER MELLY SCTM #1000-104-02-24. Physical Address: 1375 STERLING RD. CUTCHOGUE NY __.._..........._,.....,._.:_._..__._.w......:_._... _.._......_..:,_.............. _._.w...,...._,w....,._._.. r...__., Phone#:516.635.1462 Email:BAMMERMELLY@AOL.,COM Maili, „r ng Address:s:,_..:......._.::_,..�.._."."_.....,_.._::.,.._.........,..._..........-...:__,..:...,._,.:...___23 EDMARC CT. OAKDALE.aNY 11769-,......•..�_::...._.u.:.._.�..._..._._........__._:..,._z..._�._.._..._... CONTACT't'ERSOIV �� r Name:EILEEN WINGATE Mailing Address:2805 WEST MILL RD, MATTITUCK, NY 1952 Phone#:516-81.6-9754 Email:eileen@quietmanstudiQ.00m DESIGN ARQF�SSLQN�k11t1TFORMATtQN � ' ` � `` Name:Condon Engi.neering,,_,FE...:..,".... Mailing Address: Phone#:631.734.7250 Email:Condoneng@optonlinenet:m_ w.............,....-__ - Name: TBD Mailing Address: Phone#: Email: DESCRIPT,l0N OF iPR01 OSED CONSTRUCTION Ne10tl lt', aCt111 dWQ��Ct {/y ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ®Yes El No Will excess fill be removed from premises? ❑Yes El No 1 Existing use of property:vacant intended use of property:sinale famil-v...dwell.fin.g., Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? E]Yes E]No IF YES, PROVIDE A COPY. R-40 ....... 1-D hi&M instorm7 Water'{ssues asps ou{ded by W -apermit pursuantto the t3uitdir,g oh - addttwns,aiterat,ons or#ar re,novai oademold}on a$here►n ciesca36ec(��'he applicant agrees to mmpfiy wittialFapplica�le taws,�r+d3aances hay#dam code,- "hq U S Application Submitted Bn( i tname): authorized Agent ElOwner P Sjgnature,of App!i,c-an.t.*. Date,. 1 (� STATE OF NEW YORK) SS: COUNTY OF nU:EEjo E:k ccn \f\'hnaa4e being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing c6a4act)above named, (S)he is the (Contracto(ipAgen',Corporate Officer, etc.) D—ij_ orl of said owner or owners, and is duly authorized e orm or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of ru 202L U-Notary PublicU PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) residing at do hereby authorize —to apply on my behalf to the Town of Southold Building Department for approval as described herein. 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NOTICE OF DISAPPROVAL DATE: February 5, 2021 TO: Eileen Wingate (Melly) 2805 West Mill Road Mattituck,NY 11952 Please take notice that your application dated January 27, 2021 For permit to construct a new single-family dwelling at Location of property: 1375 Sterling Road, Cutcho u County Tax Map No. 1000 - Section 104 Block 2 Lots 24 Is returned herewith and disapproved on the following grounds: The proposed construction on this 14,506 square-foot parcel is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring less than 20,000 square feet in total size, the minimum front yard setback is 35 feet. The proposed construction notes a front yard setback of 20.2 feet. 0 Authorized Signature Cc: File, ZBA Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: February 5, 2021 AMEDED: February 12,2021 TO: Eileen Wingate (Melly) 2805 West Mill Road Mattituck,NY 11952 Please take notice that your application dated January 27, 2021 For permit to construct a new single-family dwelling at Location of property: 1375 Sterling Road, Cutchogue,NY County Tax Map No. 1000 - Section 104 Block 2 Lots 24 Is returned herewith and disapproved on the following grounds: The proposed construction on this 14,506 square-foot parcel is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring less than 20,000 square feet in total size, the minimum front yard setback is 35 feet and the maximum lot coverage is 20 percent. The proposed construction notes a front yard setback of 20.2 feet and a total lot coverage of 20.68 percent. This Notice of Disapproval was amended on Fehruary 12, 2021 to address lot coverage, orized ignature Cc: File, ZBA Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. Quiet Man Studio Eileen:516.818.9754 Derryl:631.834.1846 2805 West Mill Road Mattituck , New York PROM Building Department Town of Southold Town Hall Annex 54375 Main Road;PO Box 1179 Southold,NY 11971 RE:1375 Sterling Road,Cutchogue Damon Rallis, Please accept the following lot coverage calculations for the property above. A new survey is being prepared.I am several weeks away from receiving the survey. I will submit it immediately.upon receipt. I would like to submit to the Zoning Board of Approval for the required variances and I believe my calculations to be accurate. Melly.Residence 1375 sterling Road SCTM#1000-104=02-24 Area-14,506 sq.ft. based on survey dated 8/20/2012,.prepared by Peconic Surveyors. House 2,036 sq.ft.(inc.garage) Covered Patios 964 sq.ft.(front and rear) Total 3,000 sq.ft.=20.68%lot coverage. If there are any further requirements,please contact me. Thank you, Eileen Wingate Page 1 r BOARD MEMBERS Southold Town Hall QF so�T Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O..Box 1179 0��; y�l Dantes Southold,NY 11971-0959 Patricia ra ' Office Location: Eric antes �Pl Town Annex/First Floor, Nicholas Robert na �O 75 Main Road(at Youngs Avenue) anamento �l543Southold,NY 11971 r 7Mhttp://southoldtownny.gov D D yg ✓^ ��� ZONING BOARD OF APPEALS RECEIVED Zak TOWN OF SOUTHOLD & C9 3•IX- m Tel.(631)765-1809•Fax (631)765-9064 M AY 2 5 2021 outhold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION M—ETING OF MAY 20 2021 . "ZBA FILE: #749.1 NAME OF APPLICANT: :Catherine and Peter Melly �PROPERTYLOCATION: 1375_Sterling Road, Cutchogue,NY SCTMNo. 1000-104-2-24 SARA DETERlV1INATION: The Zoning Board of Appeals.has visited.the property under.coiisideration irr"this `a plication:an&aeteitnines,:that aliis review falls under the T e :cafe o.' :of the<State's"T st.of p .. ..:...... Yp g:ry . . . Acti'oris withbot.fiirtfiex steps under.:SEQRA, SUFFOLK COUNTY ADMINISTRATIVE CODE: This applieatioti vuas<riot"required-to be:ref ihid:foahe" _" Suffolk".County_Depa}trnent..ofPlanning under the Suffolk County Adriiinistative Code:S.ections;A 14=1:4 - to.23. LWRP DETERMINATION:"The relief,perinit,or"interpretation requested-in this_application is listed under :the Minor Actions exempt list and'-is not subject to review.under Chapter.268. PROPERTY FACTS/DESCRIPTION: The subject property is a 14 506.sq. ft. parcel located in an R-40 Zoning District.The parcel has a frontage on Sterling Road of 70.00 ft,then rung northwest for 159.23 feet to the rear property line where it turns east for 123.41 feet before returning 150.00'feet south.to Sterling Road. The property is unimproved as shown on Survey prepared by John Metzger, L.S dated August 20, 2012. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124;and the Building .Inspector's February 12, 2021 Notice of Disapproval based on an application for a permit toconstruct a new single-family dwelling;At 1) located less than the code required front yard setback of 35 feet,2)more than the code permitted maximum lot coverage of 20%; located at: 1375 Sterling Road, Cutchogue, NY. SCTM No. 1000-104-2-24. RELIEF REQUESTED: . The applicant requests variances to construct anew dwelling with a front yard setback of 20.2 ft where a 35 ft minimum is required and with a total lot coverage of 20.68% where a maximum lot coverage of 20% is permitted. Page 2,May 20,2021 #7491,Melly SCTM No. 104-2-24 ADDITIONAL INFORMATION: Testimony from the owners was taken. at the hearing regarding the proposed lot coverage of the house. The property is unimproved, but due to a paper road on its west side, it becomes a corner lot with two front yards. .The Zoning Board of Appeals granted the owners a waiver of merger on October 9. 1997, Appeal No. 4508; and again, on December 6, 2012, Appeal #6603,'as the result of the lands merged due,to estate planning. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 6,2021 at which time written and oral evidence were presented. Based upon all testimony;documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the requested relief for the front yard setback will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed residence is situated on a lot with two front yards; with one of-therri being on a paper road that does not exist outside of the legal status. The neighborhood consists of similar sized single_family dwellings, and this proposed dwelling would be of the same size as:the surrounding properties. 2. Town Law 4267-b(3)(b)(2). The.benefit sought by the applicant or cannot be achievedby some method, feasible for the applicant to pursue,other than ari area variance.The front yard setback relief sought is from a paper road that has.its status on the tax map orily,it appears as a neighboring side yard; If the paper road was not there, there would be no need for the front yard setback variance. 3. Town Law§267-b(3)(b)(3). The variance granted herein.for front yard-setback relief is.'rnathematically. substantial,representing.42%relief from the code.. However,the variance sought is from..a paper road that ;. _ . exists in its legal'status.only. If not for the adjacent paper road, the proposed residence would meet the .setback requirements. The variance requested for.lot coverage.represents 3.4%. from the code..Howeve'r, the applicant has the option to make slight revisions.to the design of the proposed new dwelling in order to reduce the lot coverage from 20. 68% in order to conform to the maximum 20%lot coverage permitted by code. 4. Town Law §26.7-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the.physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant.purchased.the parcel after the Zoning Code was. in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to.or at the time of purchase. 6. Town Law 4267-b. Grant of the variance is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a single-family dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. -t Page 3,May 20,2021 97491,Melly SCTM No. 104-2-24 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13,motion was offered by Member Lehnert,seconded by Member Dantes, and duly carried,to 1. DENY the variance for total lot coverage of 20.68%; and 2. GRANT the variance for a reduction of the front yard setback to the proposed 20.2 ft where a minimum of 35 ft is required. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall submit two original site plans and architectural plans reflecting the approved improvements having no more than 20% lot coverage. 2. The proposed covered patios shall remain unenclosed and unhabitable space. Before applying for a building permit, the applicant or agent must submit to the Board of Appeals for. . approval and ftling, two sets of the final siteplan; architectural plan,.and recalculation of lot coverage conforming to the dhernative.reliefgeanted hereire,..The- ZBA will forward one set of approved, stamped drawings to the Building Department. Failure to follow this procedure may result.in the delay or denial of a buildingpermit, and may require a.new application.and public hearing before the Zoning Board of Appeals..In the event tltat:this is an approval subject to conditions, the approval shall.not be deemed. effective,until such time:that the.foregoing conditions are met,.andfailure to comply therewith wilt render this approval null and void. Pursuant to Chapter.2$0-146(B) of the.Code.Of.the Town-of Southold any variance granted by the Board of Appeals shall become null and void where:a Certificate of Occupancy has not been.procured and/or-a subdivision map-has not been filed with the Suffolk County. Clerk,within three (3)years from the.date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension.not to exceed three (3) consecutive one (1.)year terms. Vote of the'B.oard: Ayes:Members Weisman(Chairperson),Acampora, Dantes,Lehnert, and Planamento(5-0). Veslie aKan'es Weisman, Chairperson Approved for filing� � /2021 _ D 6 2021 BUILDING DEPARTMENT- Electrical Inspector ta TOWN OF SOUTHOLD F vg � �G DEpT, Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 'J Telephone (631) 765-1802 - FAX (631) 765-9502 rocterrla')southoldtownny.gov -- seand(a)_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: "7 Y i Company Name: n4 Name: License No.: -MC- email: ' Phone No: 61-37fp request an email copy of Ce ificate of Compliance Address.: / �, /'� � !� 1 >' JOB SITE INFORMATION (All Information Required) Name: of ' Address: S ;y . Cross Street: Phone No.: BIdg.Permit#: 4tp 5 is email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF)) WO K (PI ase P 'nt Clear ) Check All That Apply: Is job ready for inspection?-. ES M(NO ❑Rough In ❑Final Do you need a Temp Certificate?: VYES ❑NO Issued On Temp Informa 'on: (All information required) Servi a Size [.1 Ph ❑3 Ph Size: QO A # Meters Old Meter# 2 New Service ❑ Se ice Recon ct Underground Overhead # Underground Laterals L�J1 ❑2 H Frame Opole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION10 rn "J Electrical Inspection Form 2020.xlsx C� \�)� v -p oS�FFoc,�c �pv OGy� BUILDING DEPARTMENT-Electrical Inspector o < TOWN OF SOUTHOLD CA Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �'jA �a0�� Telephone(631)765-1802-FAX(631)765-9502 Temporary Certificate # I © W �� Date Z 2021 Customer Name5--t-v-P- LL Electrician Name Address ����STS LIN '�Z-DC -T-C}1D1� Phone (o e-mail e-mail s' (Z 41141 C 0 M Phone License# Size__2foo A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 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 is valid for 90 days from the date abov Authorized by ------ \ j 2021 BUILDING DEPARTMENT- Electrical Inspector Lf�' `- O�' TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 . _ VP".C , Southold, New York 11971-0959 . Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a-southoldtownny.gov - seand(a_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Iriformation Required) Date: r7/Y11. . 1 Company Name: Name: License No.: email: Phone No: 1D I request an email copy of Ce ificate of Compliance Address.: r JOB SITE INFORMATION (All Information Required) Name: 11-7 Y� t/ , Address: Cross Street: Phone No.: V61 - Bldg.Permit#: 4Lp S Is email: ' Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please P' t Cleary) Check All That Apply: Is job ready for inspection?: ❑AYES [dNO ❑Rough In ❑Final Do you need a Temp Certificate?: OYES ONO Issued On Temp Informa 'on: - (All informationrequired) Servi e Size [J 1 Ph F-13 Ph Size: A # Meters Y Old Meter# /Z, 2 New Service E] Se ice Reconn ct Underground []Overhead R# Underground Laterals [Al 02 7HH Frame ❑Pole Work done on Service? E2/Y 0 Additional Information: PAYMENT DUE WITH APPLICATION (^ YJ� 0< O5 Electrical Inspection Form 2020.xlsx �'C� �� \ 4 f n PERMIT # WVd, ss' Switches Outlets GFI's Surface I 1� Sconces H H's UC Lts ILA �. Fans I S Fridge 'HW Exhaust Oven WAD f Smokes ( DW l Mini rbon ` Micro I Generator 1 Combo CooktoP Transfer ^ AC f AHtfood Service IU r !!! Ams Have Used Special: �C/7 e � � � .S Cv �r✓ `.'""" �(�.,/— Comments �L C, Quiet Man Studio Eileen:516.818.9754 Derryl:631.834.1846 2805 West Mill Road Mattituck , New York Building Department Town of Southold Town Hall Annex 54375 Main Road;PO Box 1179 Southold,NY 11971 Building Department, Attached please find a set of plans that will require a Variance. Although Horton Road does not exist,I am assuming that we will be required to apply to the ZBA for a side yard setback. The attached survey was made as part of the approved waiver of merger,and a new survey will be available shortly. I hope this is enough to write the NOD,I need to move forward. We will be building on the vacant lot: SCTM#1000-104-02-24. Please let me know if there are further requirements. Thank you, a61614 - Eileen Winga e Page 1 SURVEY Of PROPERTY A T CJTCHOGUE TOWN OF SOUTYOLD / SUFFOLK COUNTY. N.Y / (y IOOD-104-02 & 24 P�o -- �UIXIST 2Q 24120 116.16' N85'�6'� - c 123.4" t2'E N85 46`002FE 0.2'N_ j CF AImLINK FENCE 31N. 01 y2) 1040-1 CP 'o P/o Q,o 110^f f o / A '.4= :offsa F:oll - - SLDG.E %'M--OPE O ,, N , blw:fx 1 PATIO 1 11,1'p.o ' •NvPio 0 2Z / t+� �Z ` Y Am== �4a6 3Q F1: ,N ; L" CA ... o :� D Am N / U saf t630I11uir�L.s■T S81 ��',Vv� 7LJa6/ ? r-• ° €3-.. -_ .':3• } as.: ?'.. LOT (re) REFER TO °MAP OF NASSAU FARMS"RLED ON ��j fl- MARCH16VA� 28 9 135 AS RLE NO. 1179 �►/ . O•'�+ .�. SKr lry- . ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A WQL 71ON �.� 49618 OF SECTION 72090E 7HE NEW YORK STATE EVUCA7701V LAW. EXIT AS PER SEC7I01V 7209- IWSION 2 ALL=CER77R.CARONS (16 1) 765-5020 FAX (631) 765-7797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SORVEYOR 1230 TRAVELER STREET. WHOSE SIGNA7URE APPEARS HEREON. { _._._-._.SOLIMOW,_A?-_1.1979.-.._:._ SCDHS REF# R-12-1131 L'1 q,,7- iji,t 123.41 EP 7 2021 N85@46"00 E ____ EL. 20.0' FEr EL. 20.5' CHAI9JNK FENCE 0.2'N. �(,� �.� SURVEY OF PROPERTY �3tTs 6 Av' E . JV FE.0.3.N. AT CUTCHOG UE To' j. 10/0 1� / J TOWN OF SO UTHOLD ?o � SUFFOLK COUNTY, MY DWALL00 1000 104 02 24 o_ I P m wnw 1iu SCALE: 1'- 30' O MARCH 3, 2021 ( SEPTEMBER 2, 2021 (FOUNDA770N LOCA710N) 0 lk Z 5 r,LP 48-Vc 10.0' Y/0 10 O\ 20- GONLRETE FOUN0AT I w ON s 0. _,� w TOP FOUNDATION pr=20.8 STORY 'O Y/0(6;- t5.8 5.5 COME 0' USE O13.7' 'woo r. r. 9.9 rW. 'd Z �5, z / TEST HOLE DATA O McDONALD GEOSCIENCE WE D�ELL�o ® 1/20/2021 WZ79 W AU O 35 0' v �� EL.19.5' NWo (j (60) 1DARK BROWN LOAM OL o so o � p/0 BROWN SILTY SAND SM Tar aota a (60) 3' Y/0 E�.%9.7' ti A- EL.19.7' S85-46,00 19 70.0 PALE BROWN FINE SAND SP AREA= 14,506 SO. FT. �19� +CL.EL. ROAD ■ = MONUMENT STERLING 18.7' ' CL.EL. LOT (#'s) REFER TO "MAP OF NASSAU FARMS" FILED ON +18.8' �pUBLIC WATER IN STREET EL. 25' 17' MARCH 28, 1935 AS FILE NO. 1179 NO WATER ENCOUNTERED ELEVA77ONS AND CONTOUR LINES ARE \ REFERENCED TO NA VD '88 THE LOCA TIONS OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM DWELLINGS IIIA PUBLIC 1�A1'ER —_ FIELD OBSER VA TIONS AND OR FROM DATA OBTAINED FROM OTHERS, IS OF NF THEREFORE THEIR LOCA TIONS AND OR EXISTENCE IS NOT GUARANTEED. �'�� �� . T. Ptn�cl�, p � O I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on theermit to construct. The location of wells and P - =y cesspools shown hereon are from field observations and or from data obtained from others. RAIN RUNOFF CONTAINMENT ����:�. HOUSE WITH PORCH =-J,000 SQ.FT. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION 3 000 x 1 x 0.17 = 510 cu.ft. p ONIC S R' , YORE, OF SECTION 7209OF THE NEW YORK STATE EDUCAAON LAW. 510/42.2 = 12.1 VF (631) 765-5020 1) 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CER7IFICA71ONS PROVIDE 2 DWs. 80 X 6' DEEP HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 - SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR Connected by Gutters & Leaders 1230 77?AVELER STREET WHOSE SIGNATURE APPEARS HEREON. 21-003 ' SOUINOLO, N.Y. 11971 1ZGenerated by REScheck-Web Software Compliance Certificate Project Melly Residence Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,369 ft2 Glazing Area 16% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1375 Sterling Road John Condon Cutchogue, NY 11935 Condon Engineering 1755 SIGSBEE RD MATTITUCK, NY 11952-3361 6312981986 condoneng@optonline.net Com.pliance�- Passes using UA.trade-off Compliance: 0.5%Better Than Code Maximum UA: 429 Your UA: 427 Maximum SHGC: 0.40 Your SHGC: 0.35 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Cathedral Ceiling 1,555 49.0 0.0 0.022 0.026 34 40 Wall 1:Wood Frame, 16"D.C. 460 20.0 0.0 0.059 0.060 17 18 Door 2: Solid Door(under 50%glazing) 24 0.490 0.320 12 8 Door 3:Solid Door(under 50%glazing) 24 0.490 0.320 12 8 Door 1: Glass Door(over 50%glazing) 36 0.320 0.320 12 12 SHGC: 0.35 Window 1:Wood Frame 38 0.320 0.320 12 12 SHGC: 0.35 Window 2:Wood Frame 38 0.320 0.320 12 12 SHGC: 0.35 Window 3:Wood Frame 8 0.320 0.320 3 3 SHGC: 0.35 Wall 2: Wood Frame, 16"o.c. 268 20.0 0.0 0.059 0.060 13 14 Window 4:Wood Frame 18 0.320 0.320 6 6 SHGC: 0.35 Window 5:Wood Frame 11 0.320 0.320 4 4 SHGC: 0.35 Window 6:Wood Frame 11 0.320 0.320 4 4 SHGC: 0.35 Wall 3:Wood Frame, 16"o.c. 460 20.0 0.0 0.059 0.060 17 17 Project Title: Melly Residence Report date: 06/23/21 Data filename: Pagel of 2 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Door 4: Glass Door(over 50%glazing) 96 0.320 0.320 31 31 SHGC: 0.35 Door 5:Glass Door(over 50%glazing) 48 0.320 0.320 15 15 SHGC: 0.35 Window 7:Wood Frame 33 0.320 0.320 11 11 SHGC: 0.35 Wall 4:Wood Frame, 16" o.c. 256 20.0 0.0 0.059 0.060 12 13 Window 8:Wood Frame 15 0.320 0.320 5 5 SHGC: 0.35 Window 9:Wood Frame 15 0.320 0.320 5 5 SHGC: 0.35 Window 10:Wood Frame 15 0.320 0.320 5 5 SHGC: 0.35 Wall 5:Wood Frame, 16"o.c. 312 20.0 0.0 0.059 0.060 15 15 Window 11:Wood Frame 33 0.320 0.320 11 11 SHGC: 0.35 Window 12:Wood Frame 28 0.320 0.320 9 9 SHGC: 0.35 Wall 6:Wood Frame, 16"o.c. 424 20.0 0.0 0.059 0.060 23 23 Window 13:Wood Frame 30 0.320 0.320 10 10 SHGC: 0.35 Window 14:Wood Frame 3 0.320 0.320 1 1 SHGC: 0.35 Wall 7:Wood Frame, 16"o.c. 312 20.0 0.0 0.059 0.060 18 19 Wall 8:Wood Frame, 16"o.c. 424 20.0 0.0 0.059 0.060 25 25 Floor:All-Wood Joist/Truss 1,555 19.0 0.0 0.047 0.047 73 73 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 TAQ&datory requirements listed in the REScheck Inspection Checklist. Name-Title Date Project Title: Melly Residence Report date: 06/23/21 Data filename: Page 2 of 2 r' fl d` Air Air Conditioners ' "i7i RA16 Series 1 .The new degree of comfort'" Rheem Classic° Series Air Conditioners f l RA16 Series Efficiencies 16 SEER/13 EER Nominal Sizes 11/2 to 5 Ton [5.28 to 17.6 kq Cooling Capacities 17.3 to 60.5 kBTU ~u [5.7 to 17.7 kW] a ,W wo�oois LISHO "Proper sizing and installation of equipment is critical to achieve optimal ° performance.Split system air conditioners and heat pumps must be _ matched with appropriate coil components to meet Energy Star. Ask your Contractor for details or visit www.energystargov." • Composite base pan—dampens sound,captures louver • Diagnostic service window with two-fastener opening— panels,eliminates corrosion and reduces number of fasteners provides access to the high and low pressure. needed • External gauge port access—allows easy connection of • Powder coat paint system—for a long lasting professional finish "low-loss"gauge ports • Scroll compressor—uses 70%fewer moving parts for higher • Single-row condenser coil—makes unit lighter and allows efficiency and increased reliability thorough coil cleaning to maintain"out of the box" • Modern cabinet aesthetics—increased curb appeal with visu- performance ally appealing design • 35%fewer cabinet fasteners and fastener-free base—allow • Curved louver panels—provide ultimate coil protection, for faster access to internal components and hassle-free enhance cabinet strength, and increased cabinet rigidity panel removal • Optimized fan orifice—optimizes airflow and reduces unit • Service trays—hold fasteners or caps during service calls sound • QR code—provides technical information on demand for • Rust resistant screws—confirmed through 1500-hour salt faster service calls spray testing • Fan motor harness with extra long wires allows unit top to be • PlusOneTM Expanded Valve Space—3"-4"-5"service valve removed without disconnecting fan wire. space—provides a minimum working area of 27-square inches for easier access • PlusOneTM Triple Service Access—15"wide,industry lead- ing corner service access—makes repairs easier and faster. The two fastener removable corner allows optimal access to internal unit components. Individual louver panels come out once fastener is removed,for faster coil cleaning and easier cabinet reassembly INTEGRATED HOME .- FORM NO.All-222 REV.11 �r IAir Table of Contents RA16 Series TABLE OF CONTENTS StandardFeature......................................................................................................3 AvailableSKUs ........................................................................................................3 Features&Benefits ..............................................................................................4-5 Model Number Identification....................................................................................6 General Data/Electrical Data....................................................................................7 Accessories ............................................................................................................8 WeightedSound Power............................................................................................8 UnitDimensions........................................................................................................9 Clearances..............................................................................................................10 WiringDiagrams ....................................................................................................11 ApplicationGuidelines............................................................................................11 Refrigerant Line Size Information......................................................................12-15 Performance Data ..................................................................................................16 GuideSpecifications ..............................................................................................17 LimitedWarranty....................................................................................................18 COMFORT2 INTEGRATED HOME r ` Standard Feature/Available SKUs a Air RA16 Series Standard Feature Table STANDARD FEATURES Feature 18 24 30 36 42 48 60 R-410a Refrigerant ✓ J J ✓ ✓ ✓ ✓ Maximum SEER 16 16 16 16 16 16 16 Maximum EER 13 13 13 13 13 13 13 Scroll Compressor J J ✓ ✓ ✓ J ✓ Field Installed Filter Drier J J J J ✓ ✓ ✓ Front Seating Service Valves J ✓ ✓ J J J J Internal Pressure Relief Valve V J J J ✓ J J Internal Thermal Overload J J ✓ ✓ J J ✓ Long Line capability J J J J J J ✓ Low Ambient capability with Kit ✓ J J J ✓ J J 3-4-5 Expanded Valve Space J ✓ ✓ ✓ J J J Composite Basepan J ✓ J ✓ ✓ J J 2 Screw Control Box Access J ✓ J J J J J 15"Access to Internal Components J J J ✓ ✓ J ✓ Quick release louver panel design ✓ J ✓ J J J J No fasteners to remove along bottom J J J J J J J Optimized Venturi Airflow J J J J J ✓ J Single row condenser coil ✓ ✓ J ✓ ✓ J J Powder coated paint ✓ J J ✓ ✓ J J Rust resistant screws J J J J J J J QR code J J J J J J J External gauge ports J J J J J J J Service trays J J ✓ J J J ✓ J=Standard Available SKUs Available Models Description RA1618AJ1 NA Classic"Series 1 1/2 ton 16 SEER Single-Stage Air Conditioner-208/230/1/60 RA1618AJl NB Classic®Series 1 1/2 ton 16 SEER Single-Stage Air Conditioner w/High/Low Pressure-208/230/1/60 RA1624AJl NA Classic"Series 2 ton 16 SEER Single-Stage Air Conditioner-208/230/1/60 RA1624AJI NB Classic®Series 2 ton 16 SEER Single-Stage Air Conditioner w/High/Low Pressure-208/230/1/60 RA1630AJl NA Classic®Series 2 1/2 ton 16 SEER Single-Stage Air Conditioner-208/230/1/60 RA1630AJl NB Classic"Series 2 1/2 ton 16 SEER Single-Stage Air Conditioner w/High/Low Pressure-208/230/1/60 RA1636ACl NB Classic®Series 3 ton 16 SEER Single-Stage Air Conditioner w/High/Low Pressure-208/230/1/60 RA1636AJ1 NA Classic®Series 3 ton 16 SEER Single-Stage Air Conditioner-208/230/1/60 RA1636AJl NB Classic"Series 3 ton 16 SEER Single-Stage Air Conditioner w/High/Low Pressure-208/230/1/60 RA1636BGl NB(Canada) Classic°Series 3 ton 16 SEER Single-Stage Air Conditioner w/High/Low Pressure-208/230/1/60 RA1642AC1 NB Classic®Series 3 1/2 ton 16 SEER Single-Stage Air Conditioner w/High/Low Pressure-208/230/1/60 RA1642AJl NA Classic"Series 3 1/2 ton 16 SEER Single-Stage Air Conditioner-208/230/1/60 RA1642AJl NB Classic"Series 3 1/2 ton 16 SEER Single-Stage Air Conditioner w/High/Low Pressure-208/230/1/60 RA1648ACl NB Classico Series 4 ton 16 SEER Single-Stage Air Conditioner w/High/Low Pressure-208/230/1/60 RA1648AJl NA Classic"Series 4 ton 16 SEER Single-Stage Air Conditioner-208/230/1/60 RA1648AJ1NB Classic"Series 4 ton 16 SEER Single-Stage Air Conditioner w/High/Low Pressure-208/230/1/60 RA1660AClNB Classic°Series 5 ton 16 SEER Single-Stage Air Conditioner w/High/Low Pressure-208/230/1/60 RA1660AJl NA Classic"Series 5 ton 16 SEER Single-Stage Air Conditioner-208/230/1/60 RA1660AJl NB Classic"Series 5 ton 16 SEER Single-Stage Air Conditioner w/High/Low Pressure-208/230/1/60 INTEGRATED HOME COMFORT Air Features&Benefits o "7i RA16 Series Introduction to RA16 Air Conditioner The RA16 is our 16 SEER air conditioner and is part of the ; Rheem air conditioner product line that extends from 13 to 20 SEER.This highly featured and reliable air conditioner is iz designed for years of reliable,efficient operation when matched ? with Rheem indoor aluminum evaporator coils and furnaces or : air handler units with aluminum evaporators. Our unique composite base( 1❑)reduces sound emission,elimi- nates rattles,significantly reduces fasteners,eliminates corro- If in the rare event,greater access is needed to internal compo- sion and has integrated brass compressor attachment inserts nents,such as the compressor,the entire corner of the unit can (E). Furthermore it has incorporated into the design,water be removed along with the top cover assembly to have unprece- management features, means for hand placement(❑3 )for unit dented access to interior of the unit(14). Extra wire length is maneuvering,screw trays(®)and inserts for lifting off unit incorporated into each outdoor fan and compressor so top pad.®s cover and control panel can be positioned next to the unit.With minimal effort the plug can be removed from the compressor and the outdoor fan wires can be removed from the capacitor to -- allow even more uncluttered access to the interior of the unit(Es). Outdoor coil heights range from as short as 27"to 48",aiding access to the compressor. Disassembly to this degree and com- plete reassembly only takes a first time service technician less 2 - --- than 10 minutes.(15) a © ❑3 ❑s 16 _....„.18- Service Valves(©)are rigidly mounted in the composite base with 3" between suction and discharge valves,4"clearance below service valves and a minimum of 5"above the service valves,creating industry leading installation ease.The minimum 27 square-inches around the service valves allows ample room to remove service valve Schrader prior to brazing,plenty of clear- -__--•"1a-" - --"-•=--• 1s... ance for easy brazing of the suction and discharge lines to ser- vice valve outlets,easy access and hookup of low loss refriger- All units utilize strong formed louver panels which provide indus- ant gauges(❑7 ),and access to the service valve caps for try leading coil protection. Louver removal for coil cleaning is opening. For applications with long-line lengths up to 250 feet accomplished by removing one screw and lifting the panel out of total equivalent length, up to 200 feet condenser above evapora- the composite base pan.(17)All RA16 units utilize single row tor,or up to 80 feet evaporator above condenser,the long-line coils(is)making cleaning easy and complete,restoring the instructions in the installation manual should be followed. performance of the air conditioner back to out of the box perfor- mance levels year after year. i 11 17 k" Controls are accessed from the corner of the unit by removing only two fasteners from the control access cover, revealing the The outdoor fan motor has sleeve bearings and is inherently industry's largest 15"wide and 14"tall control area(®).With all protected.The motor is totally enclosed for maximum protection this room in the control area the high voltage electrical whip([k]) from weather,dust and corrosion.Access to the outdoor fan is can easily be inserted through the right size opening in the bot- made by removing four fasteners from the fan grille.The outdoor tom of the control area.Routing it leads directly to contractor fan can be removed from the fan grille by removing 4 fasteners lugs for connection.The low voltage control wires(10)are easily in the rare case outdoor fan motor fails. connected to units low voltage wiring. If contactor or capacitor (11)needs to be replaced there is more than adequate space to Each cabinet has optimized composite(is)fan orifice assuring make the repair. Furthermore,if high pressure and low pressure efficient and quiet airflow. model was not purchased but is desired to be installed in the field,the service window(12)can be removed by removing two screws,to access the high and low side Schrader fittings for easy field installation.The entire corner can be removed providing ultimate access to install the high and low pressure switch.(1a) 9 4 E000 INTEGRATED HOME COMFORT Features&Benefits Air RA16 Series The entire cabinet has powder post paint(20)achieving 1000 Optional Accessories hour salt spray rating,allowing the cabinet to retain its aesthetics (Refer to accessory chart for model#) throughout its life. Compressor Crankcase Heater 2a Protects against refrigerant migration that can occur during low 20 ambient operation Compressor Sound Cover 23 • Reinforced vinyl compressor cover containing a 1'/z inch thick batt of fiberglass insulation 22 21 •Open edges are sealed with a one-inch wide hook and loop fastening tape Compressor Hard Start Kit Scroll compressors with standard internal pressure relief and •Single-phase units are equipped with a PSC compressor internal thermal overload are used on all capacities assuring motor,this type of motor normally does not need a potential longevity of high efficient and quiet operation for the life of the relay and start capacitor product. • Kit may be required to increase the compressor starting Each unit is shipped with filter drier for field installation and will torque, in conditions such as low voltage trap any moisture or dirt that could contaminate the refrigerant Low Ambient Kit system. •Air conditioners operate satisfactorily in the cooling mode down to 55°F outdoor air temperature without any additional 2e controls •This Kit can be added in the field enabling unit to operate properly down to 0°in the cooling mode •Crankcase heater and freezestat should be installed on com- pressors equipped with a low ambient kit 3"/6"/12" All cabinets have industry leading structural strength due to the •Gray high density polyethylene feet are available to raise unit composite base pan(21),interlocking corner post(9),formed off of mounting surface away from moisture curved louver panels @N)and drawn top cover(2a)making it Low Pressure the most durable cabinet on the market today. •Can be added in field enabling the unit to shut off compressor Each RA16 capacity has undergone rigorous psychometric test- on loss of charge ing to assure performance ratings of capacity,SEER NOTE:Unit can be purchased with high and low pressure and EER per AHRI Standard 210/240 rating condi- U� ,� installed at factory.(Refer to SKU list) tions.Also each unit bears the UL mark and each unit usun is certified to UL 1995 safety standards. High Pressure •Can be added in field enabling unit to shut off compressor if Each unit has undergone specific strain and modal testing to unit loses outdoor fan operation. assure tubing(25)is outside the units natural frequency and that the suction and discharge lines connected to the compressor NOTE:Unit can be purchased with high and low pressure withstand any starting,steady state operation or shut down installed at factory.(Refer to SKU list) forces imposed by the compressor. Decorative Top All units have been sound tested in sound chamber to AHRI 270 •Can be installed on fan grille rating conditions,and A-weighted Sound Power Level tables produced,assuring units have acceptable noise qualities(see page 9). Each unit has been ran in cooling operation at 95°F and 82°F and sound ratings for the RA16 range from as low as 70.7 dBA to 76.6 dBA. All units have been ship tested to assure units meet stringent "over the road"shipping conditions. As manufactured all units in the RA16 family have cooling capa- bility to 55°F.Addition of low ambient control will allow the unit to operate down to 0°F. Factory testing is performed on each unit.All component parts meet well defined specification and continually go through receiving inspections. Each component installed on a unit is scanned,assuring correct component uti- lization for a given unit capacity and voltage.All condenser coils are leak tested with pressurization test to 550#'s and once installed and assembled,each units'complete refrigerant system is helium leak tested.All units are fully charged from the factory for up to 15 feet of piping.All units are factory run tested. The RA16 has a 10-year conditional compressor and parts war- ranty(registration required). INTEGRATED HOME Air Conditioners* JLb R A 16 24 A J 1 N A D Brand Product SEER Capacity Major Series* Voltage Type Controls Minor Series" Option a CL Category BTU/HR Code Cn2. Rheem A-Air Conditioners 16-16 SEER 18-18,000 [5.28 kW] A-1st Design J-1 ph,208-230/60 1 -Single-stage N-Non-Communicating A-1 st Design N/A 3 24-24,000 [7.03 kW] B-2nd Design C-3ph,208-230/60 B-2nd Design y 30-30,000 [8.79 kW] 36-36,000[10.55 kW] 42-42,000 [12.31 kW] w 48-48,000 [14.07 kW] 60-60,000 [17.58 kW] *See page 3 for available SKU's. [ ]Designates Metric Conversions t General Data/Electrical Data Air RA16 Series Physical Data PHYSICAL DATA Model No. RA1618 RA1624 RA1630 RA1636 RA1636 RA1642 RA1648 RA1660 Nominal Tonnage 1.5 2.0 2.5 3.0 3.0 3.5 4.0 5.0 Valve Connections Liquid Line O.D.-in. 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 Suction Line O.D.-in. 3/4 3/4 3/4 3/4 3/4 7/8 7/8 7/8 Refrigerant(R410A)furnished oz.' 82 87 113 108 108 150 174 201 Compressor Type Scroll Outdoor Coil Net face area-Outer Coil 12.1 14.8 16.2 18.8 17.29 24.2 28.3 32.3 Net face area-Inner Coil - - - - - - - - Tube diameter-in. 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 Number of rows 1 1 1 1 1 1 1 1 Fins per inch 22 22 22 22 22 22 22 22 Outdoor Fan Diameter-in. 20 24 26 26 24 26 26 26 Number of blades 3 2 3 3 3 3 3 3 Motor hp 1/8 1/6 1/5 1/3 1/6 1/3 1/3 1/3 CFM 2405 2850 3915 4340 3300 4450 4660 4775 RPM 1095 851 710 819 825 829 828 795 watts 155 147 1 102 131 167 193 198 239 Shipping weight-lbs. 147 149 159 177 199 212 232 247 Operating weight-lbs. 140 142 152 170 192 205 225 240 Electrical Data Line Voltage Data(Volts-Phase-Hz) 208/230-1-60 208/230-1-60 208/230-1-60 208/230-1-60.208/230-1-60,208/230-1-60 208/230-1-60 208/230-1-60 Maximum overcurrent protection(amps)' 20 20 1 30 35 35 40 1 40 50 Minimum circuit ampacity3 12 14 1 18 23 23 25 1 25 34 Compressor Rated load amps 9 10.3 1 12.8 1 15.4 15.4 16.7 17 23.7 Locked rotor amps 1 47.5 61.6 67.3 1 83.9 83.9 109 123.9 152.5 Condenser Fan Motor Full load amps 0.7 0.6 2.8 3.5 1.5 3.5 3.5 3.5 Locked rotor amps 1.3 1.5 2.3 - .8 - 2.3 - Line Voltage Data(Volts-Phase-Hz) - - - 208/230-3-60 208/230-3-60 208/230-3-60 208/230-3-60 208/230-3-60 Maximum overcurrent protection(amps)' - - - 25 20 25 30 35 Minimum circuit ampacity3 - - - 17 14 18 21 24 Compressor Rated load amps - - - 10.4 1 10.4 1 11.2 1 13.6 1 15.9 Locked rotor amps - - - 73 1 73 88 83.1 110 Condenser Fan Motor Full load amps - - - 3.5 .8 3.5 3.5 3.5 Locked rotor amps - - - - 1.5 - 2.3 - 'Refrigerant charge sufficient for 15 ft.length of refrigerant lines.For longer line set requirements see the installation instructions for information about set length and additional refrigerant charge required. 'HACK type circuit breaker of fuse. 'Refer to National Electrical Code manual to determine wire,fuse and disconnect size requirements. A INTEGRATED HOME . • Accessories/Weighted Sound Power D Air RA16 Series Accessories Model No. RA1618 RA1624 RA1630 RA1636 BA1642 RA1648 RA1650 Compressor crankcase heater' 44-17402-44 44-17402-44 44-17402-44 44-17402-44 44-17402-45 44-17402-45 44-17402-45 Low ambient control RXAD-A08 RXAD-A08 RXAD-A08 RXAD-A08 RXAD-A08 RXAD-A08 RXAD-A08 Compressor sound cover 68-23427-26 68-23427-26 68-23427-26 68-23427-26 68-23427-25 68-23427-25 68-23427-25 Compressor hard start kit SK-A1 SK-A1 SK-A1 SK-A1 SK-A1 SK-A1 SK-A1 Low pressure control RXAC-A07 RXAC-A07 RXAC-A07 RXAC-A07 RXAC-A07 RXAC-A07 RXAC-A07 High pressure control RXAB-A07 RXAB-A07 RXAB-A07 RXAB-A07 RXAB-A07 RXAB-A07 RXAB-A07 Liquid Line Solenoid Solenoid Valve 200RD2T3TVLC 200RD2T3TVLC 200RD2T3TVLC 200RD2T3TVLC 200RD2T3TVLC 200R03T3TVLC 200RD3T3TVLC (24 VAC,50/60 Hz) Solenoid Coil 61-AMG24V 61-AMG24V 61-AMG24V 61-AMG24V 61-AMG24V 61-AMG24V 61-AMG24V Liquid Line Solenoid Solenoid Valve 200RD2T3TVLC 200RD2T3TVLC 200RD2T3TVLC 200RD2T3TVLC 200RD2T3TVLC 200RD3T3TVLC 200RD3T3TVLC (120/240 VAC,50/60 Hz) Solenoid Coil 61-AMG120/240V 61-AMG120/240V 61-AMG120/240V 61-AMG120/240V 61-AMG120/240V 61-AMG120/240V 61-AMG120/240V Classic Top Cap w/Label 91-101123-21 91-101123-21 91-101123-21 91-101123-21 91-101123-21 91-101123-21 91-101123-21 *Crankcase Heater recommended with Low Ambient Kit. Weighted Sound Power Level (NA) Unit Size-Voltage,Series Standard TYPICAL OCTAVE BAND SPECTRUM(dBA without tone adjustment) Rating(dBA) 125 250 500 1000 2000 4000 8000 RA1618 76.6 53.4 60 65.7 66.3 64.2 58.8 52.6 RA1624 75.5 49.9 58.4 61.4 64.1 61.6 57.3 50.8 RA1630 74.3 48.4 57.4 62.6 64.5 61.5 56.5 51.5 RA1636 76.4 54.5 62.7 67.1 66.5 62.7 58.5 54.3 RA1636 75 56.1 58.7 63.1 66.1 62.3 59 55.7 RA1642 70.7 47.5 51 60.2 60.7 59.7 53.6 50.4 RA1648 74.3 51.2 56.1 64.5 65.6 60.7 56.6 52.6 RA1660 74.6 50.1 55.1 65.6 64.8 63.2 57.4 56.4 NOTE:Tested in accordance with AHRI Standard 270-08(not listed in AHRI) r COMFORT8 INTEGRATED HOME Unit Dimensions Air RA16 Series Unit Dimensions OPERATING SHIPPING MODEL H(Height) L(Length) W(Width) H(Height) L(Length) W(Width) NO. INCHES mm INCHES mm INCHES mm INCHES mm INCHES mm INCHES mm RA1618 27 685 29.75 755 29.75 755 27.375 695 32.25 819 32.25 819 RA1624 27 685 33.75 857 33.75 857 27.375 695 36.25 921 36.25 921 RA1630 27 685 35.75 908 35.75 908 27.375 695 38.25 972 38.25 972 RA1636 31 787 35.75 908 35.75 908 31.375 797 38.25 972 38.25 972 RA1636 31 787 33.75 857 33.75 857 31.375 797 36.25 921 36.25 921 RA1642 39 990 35.75 908 35.75 908 39.375 1000 38.25 972 38.25 972 RA1648 45 1143 35.75 908 35.75 908 45.375 1153 38.25 972 38.25 972 RA1660 51 1295 35.75 908 35.75 908 51.375 1305 38.25 972 38.25 972 ALLOW 60"[1524 mm] OF CLEARANCE A R W D 1 5 C H A L R G E H SERVICE PANELS/ INLET CONNECTIONS/HIGH&LOW VOLTAGE ACCESS ALLOW 24"[610 mm]OF CLEARANCE AIR INLET LOUVERS ALLOW 6"[152 mm]MIN.OF CLEARANCE ALL SIDES 12"[305 mm]RECOMMENDED [ ]Designates Metric Conversions ST-A1226-02-00 COMFORTINTEGRATED HOME CLEARANCES JL6 D X n WALL" w 6„ cn (152.4) 24" (609.6) y N Service 24" 12" 12" A (609.6) (304.8) (304.8) r Service 6" (152.4) 6" (152.4) 12" (304.8) WALL ; 24" 24" 24" (609.6) (609.6) (609.6) Service Service Service 18" 24" 24" (457.2) (609.6) (609.6) 24" recommended 24" recommended 6" minimum 6" minimum NOTE: NUMBERS IN () = mm IMPORTANT.,When installing multiple units in an alcove,roof well or partially enclosed area,ensure there is adequate ventillation to prevent re-circulation of discharge air. ST-A1225-01-00 _r Air I Wiring Diagram/Application Guidelines _i RA16 Series Control Wiring FIGURE 2 `IF MAXIMUM OUTLET TEMPERATURE RISE IS DESIRED,ITIS RECOMMENDED THAT CONTROL WIRING FOR GAS OR OIL FURNACE W1(W/BK)AND W2(W/BL)BEJUMPERED TOGETHER. TYPICAL THERMOSTAT TYPICAL THERMOSTAT FOR TYPICAL GAS OR OIL HEAT SUBBASE FOR TYPICAL ELECTRIC HEAT SUBBASE OY © ® ® Y G W R BR-BROWN WIRE YL-YELLOW WIRE BR-BROWN WIRE X-WIRE CONNECTION R-RED WIRE YL-YELLOW WIRE W/BK-WHITE WIRE WITH BLACK STRIPE G/BK-GREEN WIRE WITH BLACK STRIPE PU-PURPLE WIRE(NOT USED) X-WIRE CONNECTION TYPICAL GAS OR TYPICAL ELECTRIC HEAT OIL FURNACE LOW VOLTAGE JUNCTION BOX * W TYPICAL CONDENSING R TYPICAL CONDENSING R UNIT UNIT W/BK G/BK G YL YL Y YL BR BR BR PU Application Guidelines 1. Intended for outdoor installation with free air inlet and outlet.Outdoor fan external static pressure available is less than 0.01 -in.wc. 2.Minimum outdoor operation air temperature for cooling mode without low-ambient operation accessory is 55°F(12.8°C). 3. Maximum outdoor operating air temperature is 125°F(51.7°C). 4. For reliable operation, unit should be level in all horizontal planes. 5.Use only copper wire for electric connections at unit.Aluminum and clad aluminum are not acceptable for the type of connector provided. 6. Do not apply capillary tube indoor coils to these units. 7. Factory—supplied filter drier must be installed. COMFORTINTEGRATED HOME Refrigerant Line Size Information J�6 13-16 SEER Single-Stage Air Conditioners v Apply Long Line Guidelines if Equivalent Length(Feet) Allowable Allowable Linear Line Length Exceeds a � Unit Size Liquid Line Suction Line Those Shown Below (Feet) <25 26-50 51-75 1 76-100 1 101-125 125-150 1 151-175 1 176-200 1 201-225 226-250 0, Size Size m ()A13 (-)A14 (-)A14 (-)Al6 Maximum Vertical Rise(Outdoor Unit Below Indoor Unit)'/Capacity Multiplier ,� A(B/C W/X u r „� CD 1/4" 5/8" 25/1.00 50/0.99 62/0.98 43/0.98 24/0.97 5/0.97 ,,LIAMCD 5/16" 5/8" 223 198 188 25/1.00 50/0.99 75/0.98 98/0.98 93/0.97 88/0.97 8310:96,'. 7810.96' ':73%0.95 68!0.94 m 1.5 Ton 3/8" 5/8" 178 148 132 125 25/1.00 50/0.99 75/0.98 100/0.98 100/0.97 100/0.97 10010.96 100/6:96 100/0.95 10040.94 0 ..SEE K 3 NOTE 1/4" 3/4"` 25/1.00 50/1.00 62/0.99 43/0.99 24/0.99 5/0.99 5/16" 3/4"" 223 198 188 25/1.00 5011.00 75/0.99 98/0.99 9310.99 88/0.99 83/0.99 78/0.98 73/0.98 68/0.98 5 3/8" 3/4-* 178 148 132 125 25/1.00 50/1.00 75/1.00 100/0.99 100/0.99 10010.99 100/0.99 100/0.98 100/0.98 100/0.98 1/4" 5/8" 25/0.99 50/0.98 21/0.97 mom NaMMVIM 5/16° 5/8" 213 213 175 175 25/0.99 50/0.98 75/0.97 =/0A6 77l D.95 69./0.94'.. '61f.0.93 537-D.92 45/0.91 a.a 37/0.903/8" 5/8" 142 142 117 117 25/0.99 50/0.98 75/0.97 100!0,95. ° 10010.94'. 9810.93'. 95%0.92 . 92/0.91 ,. $910.90 2 Ton 1/4' 3/4" 25/1.00 50/1.00 21/0.99 5/16" 3/4" 213 213 175 175 25/1.00 50/1.00 75/0.99 87/0.99 77/0.98 69/0.98 61/0.98 53/0.97 45/0.97 37/0,96 3/8" 3/4" 142 142 117 117 25/1.00 50/1.00 75/0.99 100/0.99 100/0.98 100/0.98 9810.98 95/0.97 93/0.97 90!,0,96." 5/16" 5/8" N/A N/A 110 110 25/0.99 50/0.98 75/0.96 ,`7010.94 59/0.93 4$!0.91 35/0.90 3/8" 5/8" 142 117 73 73 25/0.99 50/0.98 75/0.96 10010.94 98/'0.93 94/0.91 9010.90 3,E,� Ka 2.5 Ton 5/16" 3/4" 213 175 110 110 25/1.00 50/0.99 75/0.99 70/0.98 59/0.98 48/0.97 3610.96'' 25:f0.96 1310.95• 3/8" 3/4" 142 117 73 73 25/1.00 50/0.99 75/0.99 100/0.98 98/0.98 94/0.97 .9010,96 86'10.96 8210.95, 7810,95 5/16" 5/8" N/A N/A N/A N/A 25/0.99 50/0.97 6610.94 -49/0.S2 3210.90 3/8" 5/8" 108 85 90 82 25/0.99 50/0.97 75/0.94 9510.92- 8910.90 5/16" 3/4" NIA 128 135 123 25/1.00 50/0.99 66/0.98 49/0.98 32/0.97 .15"L 0,96 A,ze 3/8" 3/4" 108 85 90 82 25/1.00 50/0.99 75/0.98 95/0.98 89/0.97 841(1.96' 7810.95- 7210.94 '6710.93 -.6110.9S 3 Ton 1/2" 3/4" 54 43 45 41 25/1.00 50/0.99 75/0.98 100/0.98 100/0.97 10010.96, 100 f 0.95 100/0:94 100/0.93.;: 10010.93 5/16" 7/8" n/a 128 135 123 2511.00 50/1.00 66/1.00 49/0.99 32/0.99 15/0.99 3/8" 7/8" 108 85 90 82 25/1.00 50/1.00 75/1.00 95/0.99 89/0.99 84/0.99 78/0.98 72/0.98 67/0.98 61/0.97 112" 7/8" 54 43 45 41 25/1.00 50/1.00 75/1.00 100/0.99 100/0.99 100/0.99 100/0.98 100/0.98 100/0.98 100/0.97 318" 3/4" 150 102 75 75 25/0.99 50/0.98 75/0.97 8810.96 8010.95.11, _ 72 f 0.94` 65'1„0.92 57/0,91; 4910.90, YOM 1/2" 3/4" 75 51 38 38 25/0.99 50/0.98 75/0.97 10010.96 100/0.95, 1 DO/.0,94 ,. •10O 10.92 100!0:91 10010.90 +'•' 3.5 Ton , 3/8" 7/8" 150 102 75 75 25/1.00 50/1.00 75/0.99 88/0.99 80/0.99 72/0.98 65/0.97 57/0.97 4910.96 4210.96 , 1!2° 7/8" 75 51 38 38 2511.00 50/1.00 75/0.99 100/0.99 100/0.99 100/0.98 100/0.97 100/0.97 0.9 100! 6 10010.96 NOTES: 1. Do not exceed 200 it linear line length. 2. `Do not exceed 180 it vertical separation if outdoor unit is above indoor unit. 3."3/4"suction line should only be used for 1.5 ton systems if outdoor unit is below or at same level as indoor to assure proper oil return. 4. Always use the smallest liquid line allowable to minimize refrigerant charge. 5. i Applic8tion"s'stiaded7ri fight gray it dii afe i apasi[y lufCiphers beTween 0.90 and 0:96 whTidi afenot ieeomirisnded-;but aaze atfbvied,' 6. Refrigerant Line Size Information (con't.) 13-16 SEER Single-Stage Air Conditioners Apply Lang Line Guidelines if Equivalent Length(Feet) Allowable Allowable Linear Line Length Exceeds Unit Size Liquid Line Suction Line Those Shown Below (Feet) <25 26-50 51-75 76 100 101 125 126-150 151-175 1 176-200 1 201-225 226-250 Size Size () 7(A/BIC 4 (-)A14 (-)A16 A13 wlx Maximum Vertical Rise(Outdoor Unit Below Indoor Unit)*/Capacity Multiplier 3/8" 3/4" 148 110 N/A 35 25/0.99 50/0.98 ,76/0.96 77!0:95. 67104 5710,92 i6109i,• 4 Ton 1/2" 3/4" 74 55 N/A 18 1 25/0.99 50/0.98 "7510.96 W/0.95 .100/0.93 10010.92 100[191" :• ;° "•' 3/8" 7/8" 148 110 N/A 35 25/1.00 50/0.99 75/0.99 77/0.98 67/0.97 57/0.97 4810.98. 3610.96 2610.95 1510.95 1/21, 7/8" 74 55 N/A 18 25/1.00 50/0.99 75/0.99 100/0.98 10010.97 100/0.97 .10010.96 '100/0.96 9910.95 9710.95 3/8" 3/4" 78 0 N/A 0 25/0.99 50/0.97 7510.94 6110.92 4610.90 1/2" 3/4" 39 0 N/A 0 25/0.99 50/0.97 7510.94 10010,92 1001 0.90 " "' 5 Ton 3/8" 7/8" 78 0 N/A 0 25/1.00 50/0.99 75/0.98 61/0.97 46/0,96. 32/0.95 1810:94 1/2" 7/8" 39 0 N/A 0 25/1.00 50/0.99 75/0.98 100/0.97 10010,96 "A 00 1 O,95 9710,94 9510.94 92/0.93 8910,92 3/8" 1-1/8" 78 0 N/A 0 25/1.01 50/ 1.01 75/1.00 61/1.00 46/0.99 32/ 0.99 18/0.99 a 1/2" 1-1/8" 1 39 1 0 1 N/A 0 25/1.01 1 50/1.01 1 75/1.00 1 100/1.00 100/0.99 100/0.99 97/0.99 95/0.99 92/ 0.99 89/0.98 NOTES: 1. Do not exceed 20111 linear line length. 2. 'Do not exceed 180 ft vertical separation if outdoor unit is above indoor unit. 3."3/4"suction line should only be used for 1.5 ton systems if outdoor unit is below or at same level as indoor to assure proper oil return. 4. Always use the smallest liquid line allowable to minimize refrigerant charge. 5. Applieatiiins$hadei(in Tight gray indicate capaaitp rilu1tiplieis between t#.90 and 0.98'Which are rnit recomineade"¢,but to allo>w 4 6. e ,11 This application is acceptable because the 50'vertical rise is less than the maximum rise of 100' Example:A(-)A1436AJINA is installed 50'below the indoor unit,requires 75'of 1/2"diameter for this application.The application is also considered to have a long line set since 75 linear feet liquid line,3/4"diameter suction line,and 4 90°LR elbows,and a filter drier. exceeds the limit of 43 feet.Reference the long line set section of the 1&0 for detail. •Fitting Equivalent Length(ft.)=(4 x.9)+6=9.6' •Total Equivalent Length(ft.)=75'+9.6'=84.6' 13-16 SEER Single-Stage Air Conditioners Apply Long Line Guidelines if Equivalent Length(Feet) Allowable Allowable Linear Line Length Exceeds Unit Size Liquid Line Suction Line Those Shown Below (Feet) <25 26-50 1 51-75 76-100 101-125 1 126-150 151-175 176-200 201-225 226-250 Size Size A14 (-)A14 (-)A13 HAI (-)AI6 Maximum Vertical Rise(Outdoor Unit Below Indoor Unit)*/Capacity Multiplier A/BIC5/16" 5/8" n/a n/a n/a n/a 25/0.99 50/0.97 6614.94 4910.92 32/0.90 •� `r:,� �`,`�€�Nl�; ;., JL6 3/8" 5/8" 108 85 90 82 25/0.99 50/0.97 75!0,94 95,10192 8910,96 5/16" 3/4" n/a 128 135 123 25/1.00 50/0.99 66/0.98 49/0.98 32/0.97 '15/0,90 3/8" 3/4" 108 85 90 82 25/1.00 50/0.99 75/0.98 95/0.98 89/0.97 8410.96 7810.95• "7210,94 6710.93 61 10.93 �°� 3 Ton 1/2" 3/4" 54 43 45 41 25/1.00 50/0.99 75/0.98 100/0.98 100/0.97 100/0.96 10010.95 106/9.94 100 I0.93 100/0,93 y m 5/16" 7/8" n/a 128 135 123 25/1.00 50/1.00 66/1.00 49/0.99 32/0.99 15/0.99 <.. R1i.a" ' }t r m yr r 3/8" 7/8" 108 85 90 82 25/1.00 50/1.00 75/1.00 95/0.99 89/0.99 84/0.99 78/0.98 72/0.98 67/0.98 61/0.97 1/2" 7/8" 54 43 45 41 25/1.00 50/1.00 75/1.00 100/0.99 100/0.99 100/0.99 100/0.98 100/0.98 100/0.98 100/0.97 0 J (D J O d 0 Refrigerant Line Size Information JL6 13-16 SEER Single-Stage Air Conditioners y Allowable Allowable Apply Long Line Guidelines if Equivalent Length(Meters) Linear Line Length Exceeds D Liquid Line Suction Line Those Shown Below Meters <8 8-15 16-23 24-30 31-38 39-46 47-53 54-61 62-69 70-76 a, Unit Size Size Size (Meters) mm[in.] mm[in.] CD (-)AlF(A/BIC (-)Al (-)A1a ()Al6 Maximum Vertical Rise(Outdoor Unit Below Indoor Unit)`/Capacity Multiplier W/X m r 6.35[1/4] 15.88[518] N/A N/A N/A N/A 811.00 15/0.99 19/0.98 13/0.98 7/0.97 210.97 m 7.94[5/16] 15.88[5/8] N/A 68 60 57 8/1.00 15/0.99 23/0.98 30/0.98 28/0.97 27/0.97 25/0.96 2419.96. " =221195 21 10.94 m 5.3 KW [1.5 Ton] 9.53[3/8] 15.88[5/8] 54 45 40 38 8/1.00 15/0.99 23/0.98 30/0.98 30/0.97 30/0.97 3010.98 30 J 0.96,- 30 1 D.95 3019.94 0 "SEE 6.35[1/4] 19.05[3/4]" N/A N/A N/A N/A 8/1.00 15/1.00 19/0.99 13/0.99 7/0.99 2/0.99i i fi ,N" 3 NOTE 3 7.94[5/16] 19.05[3/4]" N/A 68 60 57 8/1.00 15/1.00 23/0.99 30/0.99 28/0.99 27/0.99 25/0.99 24/0.98 22/0.98 21/0.98 0 9.53[3/8] 19.05[3/4]" 54 45 40 1 38 8/1.00 15/1.00 23/0.99 30/0.99 30/0.99 30/0.99 30/0.99 30/0.98 30/0.98 3010.98 6.35[1/4] 15.88[518] N/A N/A N/A N/A 8/0.99 15/0.98 6/0.97 7.94[5/16] 15.88[5/8] 65 59 53 53 8/0.99 15/0.98 23/0.97 .27/0.96 23/0.95 21./0.94 191Q.93 1610:92 '1410.91 11/9.90,,= 7.0 KW 9.53[3/8] 15.88[5/8] 43 39 36 36 8/0.99 15/0.98 23/0.97 30 f 0,96 3010,951. 30/0,94 3910,93 "2910,92• . • ;28/19f' 2710.90 [2 Ton] 6.35[1/4] 19.05[3/4] N/A N/A N/A N/A 8/1.00 15/1.00 6/0.99 7.94[5/16] 19.05[3/4] 65 59 53 53 8/1.00 15/1.00 23/0.99 27/0.99 23/0.98 21/0.98 19/0.98 16/0.97 14/0.97 '1110.96 9.53[3/8] 19.05[3/4] 43 39 36 36 8/1.00 15/1.00 23/0.99 30/0.99 30/0.98 30/0.98 30/0.98 29/0.97 28/0.97 2710,96 7.94[5/16] 15.88[5/8] N/A N/A 34 34 8/0.99 15/0.98 23!0,96 2t tt],94 18/0.83 1510.91 7170.90 � °r ,_. WORY 8.8 KW 9.53[3/8] 15.88[5/8] 43 36 22 22 8/0.99 15/0.98 2310.96' 30f 9.34 30/0,93 '2910.91 27•/0.90 M ;` [2.5 Ton] 7,94[5/16] 19.05[3/4] 65 53 34 34 8/1.00 15/0.99 23/0.99 21/0.98 18/0.98 15/0.97 11/0.96 ; 810;96 410.95. 9.53[3/8] 19.05[3/4] 43 36 22 22 8/1.00 15/0.99 23/0.99 30/0.98 30/0.98 29/0.97 2710.96 26/0-96 2510.95 2410,95 7.94[5/16] 15.88[5/8] N/A N/A N/A N/A 8/0.99 15/0.97 200,94 1510.92 10/0.90 9.53 3/8 15.88[5/81 33 26 27 25 8/0.99 15/0.97 2310.94 2910,92 27/0.90 7.94[5/16] 19.05[3/4] N/A 39 41 37 8/1.00 15/0.99 20/0.98 15/0.98 10/0.97 610,96 10.6 KW 9.53[3/8] 19.05[3/4] 33 26 27 25 8/1.00 15/0.99 23/0.98 29/0.98 27/0.97 2610.96 2410.95 2210.94. 2010.93 19/0.93 [3 Ton] 12.7[1/2] 19.05[3/4] 17 13 14 12 811.00 15/0.99 23/0.98 30/0.98 30/0.97 30/0.96 3010.95 so 11 . 301,-0193"-'; 3010.93 7.94[5/16] 22.23[7/8] N/A 39 41 37 8/1.00 15/1.00 20/1.00 15/0.99 10/0.99 5/0.99 H _ 9.53[3/8] 22.2317/81 33 26 27 25 8/1.00 15/1.00 23/1.00 29/0.99 27/0.99 26/0.99 24/0.98 22/0.98 20/0.98 19/0.97 112[12.7] 22.23[7/8] 17 13 14 12 8/1.00 15/1.00 23/1.00 30/0.99 30/0.99 30/0.99 30/0.98 30/0.98 30/0.98 30/0.97 9.53[3/8] 19.0513/41 46 31 23 23 8/0.99 15/0.98 2310.97 "..27/0.96 2410.95' 2210.94 2010.92 1Z(0:91" „'1510.90 f 12.3 KW 12.7[112] 19.05[3/4] 23 15 1111 8/0.99 15/0.98 23/0.97 :.'.30/9.96 3010,95 30/0.94 ';:,30/0.92 3010.91 3010.90 ®td g [3.5 Ton] 9.53[3/8] 22.23[718] 46 31 23 23 8/100 15/1.00 23/0.99 27/0.99 24/0.99 22/0.98 20/0.97 17/0.97 15/0.96 .- 1319.96 12.7 11/2] 22.23[7/8] 23 15 11 11 8/1.00 15/1.00 23/0.99 30/0.99 30/099 30/0.98 30/0.97 1 30/0.97 . 3010;96 30/0,96 NOTES: 1. Do not exceed 61 meters linear line length. 2. `Do not exceed 55 meters vertical separation if outdoor unit is above indoor unit. 3."19.05 mm[3/4 in.]vapor line should only be used for 1.5 ton systems if outdoor unit is below or at same level as indoor unit to assure proper oil return. 4. Always use the smallest liquid line allowable to minimize refrigerant charge. 5. ;Appli'cation's"stiaded'tt,tt tit rayin capabity iriiittlt9tfers tiet�uaeri 0.90"aiid'fi:J6 shi fi sEe not reaoinmeiidedE,17,utare allaiued 6. , Refrigerant Line Size Information (con't.) 13-16 SEER Single-Stage Air Conditioners Apply Long Line Guidelines if Equivalent Length(Meters) Allowable Allowable Linear Line Length Exceeds Liquid Line Suction Line Those Shown Below Meters <8 8-15 16-23 24-30 31-38 39-46 47-53 54-61 62.69 70-76 Unit Size Size Size (Meters) mm[in.] mm[in.] (-)A13F(A/BIC 4 (-)A14 (-)A16 Maximum Vertical Rise(Outdoor Unit Below Indoor Unit)'/Capacity Multiplier W/X +, 9.53[318] 19.0513/41 45 34 N/A 11 810.99 15/0.98 2310.98 ' 2418.95 "20i().93 •1718.92 1419.81_, ;�;�,��;.;>� ,•°'ffR'a. m.�-,,.;a 14.1 KW 12.7[112] 19.05[3/4] 23 17 N/A 5 8/0.99 15/0.98 2310.96 3010,95, 301098 581,0.92. 80/041 [4 Ton] 9.53[3/8] 22.2317/81 45 34 N/A 11 8/1.00 15/0.99 23/0.99 24/0.98 20/0.97 17/0.97 141/0,96 1110198 8/0.915 510,95 12.711/21 22.2317/8) 23 17 N/A 5 8/1.00 15/0.99 23/0.99 30/0.98 30/0.97 30/0.97 8010:98 3D 1 o.98 3010.95 30 f 0.95 9.53[3/8] 19.05[3/4] 24 0 N/A 0 8/0.99 15/0.97 2310,94 10/0.92 „1418,90 12.7[1/2] 19.05[3/4] 12 0 N/A 0 8/0.99 15/0.97 23/0,94 30"10,92 30/0,90 N "6° [dRa• t.PjR ,.. 17.6 KW 9.53[3/8] 22.23[7/8] 24 1 0 N/A 0 8/1.00 15/0.99 23/0.98 19/0.97 14/0.96 1010.95 5/0.94 :[ C1(! '•' F# 15 Ton] 12.7[1/2] 22.23[7/8] 12 0 N/A 0 8/1.00 15/0.99 23/0.98 30/0.97 3010.98 301.0,95, 30/0.94 2910.94 2610.93 2710.92 9.53[3/8] 28.58[1-1/8] 24 0 N/A 0 8/1.01 15/1.01 23/1.00 19/1.00 14/0.99 10/0.99 5/0.99Y,gFjJ 1R�161: , 12.7[1/2] 28.58[1-1/8] 12 0 N/A 0 8/1.01 15/1.01 23/1.00 30/1.00 30/0.99 30/0.99 30/0.99 29/0.99 28/ 0.99 27/0.98 NOTES: 1. Do not exceed 61 meters linear line length. 2. 'Do not exceed 55 meters vertical separation if outdoor unit is above indoor unit. 3."19.05 mm[3/4 in.]vapor line should only be used for 1.5 ton systems if outdoor unit is below or at same level as indoor unit to assure proper oil return. 4. Always use the smallest liquid line allowable to minimize refrigerant charge. 5. /1]) IICBtIpri5 Shaded in ll�ht_r$ ]ridicatlBc 2GI mulklIIBf•6 f78tWC8rk 9.90 and 0.98 WhIC]I�dC$ilOt regomma>l�a ;�lUf$t'&i144!1 6. & 6G $ Ulu D 7] D CD in m cn w in r CD CD 0 N (D O d O D Performance Data Air RA16 Series Performance Data @ AHRI Standard Conditions- Cooling Designated Tested Combination(DTC) Outdoor Unit Indoor Coil Total Capacity Net Sensible Net Latent SEER EER Indoor CFM[L/sl BTU/H[kW] BTU/H[kW] BTU/H[kW] RA1618AJ1 RCF2417STA 18000 [5.3] 13500 [4.0] 4500[1.3] 14.50 12.20 600[283.2] RA1624AJ1 RCF2417STA 24000 [7.01 17500 [5.1] 6500[1.91 14.50 12.20 800[377.6] RA1630AJ1 RCF3617STA 28400 [8.3] 21600 [6.3] 6800[2.0] 14.50 12.20 1025[483.7] RA1636AJ1 RCF3617STA 34800[10.2] 24700 [7.2] 10100[3.0] 14.50 12.20 1000[471.9] RA1636BJ1 RCF3617STA 35800[10.5] 25500 [7.5] 10300[3.0] 14.50 12.20 1100[519.1] RA1642AJ1 RCF4821STA 41000[12.0] 30400 [8.9] 10600[3.1] 14.50 12.20 1425[672.5] RA1648AJ1 RCF4821MTA 46000[13.5] 33200 [9.7] 12800[3.8] 15.10 12.50 1600[755.1] RA1660AJ1 RCF6024STA 56500[16.6] 41200[12.1] 15300[4.5] 15.10 12.50 1525[719.7] Air Handler Outdoor Total Capacity Net Sensible Net Latent Indoor CFM Unit Air Handler BTU/H[kW] BTU/H[kW] BTU/H[kW] SEER EER [L/sl RA1618AJ1 RMT2417STAN 18000 [5.31 13500 [4.0] 4500[1.3] 16.00 13.00 600[283.2] RA1624AJ1 RMT2417STAN 24000 [7.0] 17500 [5.1] 6500[1.9] 16.00 13.00 800[377.6] RA1630AJ1 RMT3617STAN 29000 [8.5] 21600 [6.3] 6800[2.0] 16.00 13.00 1000[471.9] RA1636AJ1 RMT3621 MTAN 35400[10.3] 24700 [7.2] 10100[3.0] 16.00 13.00 1000[471.9] RA1642AJ1 RMT4821STAN 41500[12.2] 33200 [9.7] 12800[3.81 16.00 13.00 1400[660.7] RA1648AJ1 RMT4821STAN 44500[13.0] 41200[12.1] 15300[4.51 16.00 13.00 1400[660.7] RA1660AJ1 RMT6021STAN 56000[16.4] 41200[12.1] 15300[4.5] 15.50 12.50 1575[755.2] NOTE:This data includes DTC(Designated Test Combination)ratings and is for reference purposes only.A full listing of official ratings and system match-ups,along with download- able certificates,can be accessed from the AHRI website:www.anddirectory.org. [ ]Designates Metric Conversions INTEGRATED16 . COMFORT Guide Specifications D Air RA16 Series GUIDE SPECIFICATIONS General AIR-COOLED,SPLIT-SYSTEM AIR CONDITIONER System Description RA16 Outdoor-mounted, air-cooled, split-system air conditioner com- 1-1/2 TO 5 NOMINAL TONS posite base pan unit suitable for ground or rooftop installation. Fans Unit consists of a hermetic compressor, an air-cooled coil, pro- — Condenser fan will be direct-drive propeller type, discharging peller-type condenser fan, suction and legend line service valve, air upward. and a control box.Unit will discharge supply air upward as shown — Condenser fan motors will be totally enclosed, 1-phase type on contract drawings. Unit will be used in a refrigeration circuit to with class B insulation and permanently lubricated bearings. match up to a coil unit. Shafts will be corrosion resistant. Quality Assurance — Fan blades will be statically and dynamically balanced. — Unit will be rated in accordance with the latest edition of AHRI — Condenser fan openings will be equipped with coated steel Standard 210. wire safety guards. — Unit will be certified for capacity and efficiency, and listed in Compressor the latest AHRI directory. — Compressor will be hermetically sealed. — Unit construction will comply with latest edition of ANSI/ ASHRAE and with NEC. — Compressor will be mounted on rubber vibration isolators. — Unit will be constructed in accordance with UL standards and Condenser Coil will carry the UL label of approval. Unit will have c-UL-us — Condenser coil will be air cooled. approval. — Coil will be constructed of aluminum fins mechanically bonded — Unit cabinet will be capable of withstanding ASTM B117 1000- to copper tubes. hr salt spray test. Refrigeration Components —Air-cooled condenser coils will be leak tested at 150 psig and — Refrigeration circuit components will include liquid-line shutoff pressure tested at 550 psig. valve with sweat connections, vapor-line shutoff valve with — Unit constructed in IS09001 approved facility. sweat connections, system charge of R-41 OA refrigerant, and Delivery,Storage,and Handling compressor oil. — Unit will be shipped as single package only and is stored and — Unit will be equipped with filter drier for R-41 OA refrigerant for handled per unit manufacturer's recommendations. field installation. Warranty for inclusion b specifying en U.S.and Operating Characteristics y g ineer Canada only. capacity—The ca acit of the unit will meet or exceed Btuh at a suction temperature of °F/°C. The power consumption Products at full load will not exceed kW. Equipment — Combination of the unit and the evaporator or fan coil unit will have a total net cooling capacity of Btuh or greater at Factory assembled, single piece, air-cooled air conditioner unit. conditions of CFM entering air temperature at the evap- Contained within the unit enclosure is all factory wiring, piping, orator at °F/°C wet bulb and °F/°C dry bulb, and controls,compressor,refrigerant charge R-41 OA,and special fea- air entering the unit at °F/°C. tures required prior to field start-up. —The system will have a SEER of Btuh/watt or greater at Unit Cabinet DOE conditions. — Unit cabinet will be constructed of galvanized steel, bonder- Electrical Requirements ized,and coated with a powder coat paint. — Nominal unit electrical characteristics will be v, single —All units constructed with louver coil protection and corner post. phase,60 hz.The unit will be capable of satisfactory operation Louver can be removed by removing one fastener per louver within voltage limits of v to V. panel. — Nominal unit electrical characteristics will be v, three phase,60 hz.The unit will be capable of satisfactory operation within voltage limits of v to V. — Unit electrical power will be single point connection. — Control circuit will be 24v. Special Features — Refer to section of this literature identifying accessories and descriptions for specific features and available enhancements. COMFORT17INTEGRATED HOME Limited Warranty --D Air RA16 Series GENERAL TERMS OF LIMITED WARRANTY* Rheem will furnish a replacement for any part of this product Conditional Parts which fails in normal use and service within the applicable (Registration Required)...............................Ten(10)Years period stated, in accordance with the terms of the limited warranty. *For complete details of the Limited and Conditional Warranties,including applicable terms and conditions,contact your local contractor or the Manufacturer for a copy of the product warranty certificate. INTEGRATED HOME COMFORT 11 ., The new degree of comfort" In keeping with its policy of continuous progress and product improvement,Rheem reserves the right to make changes without notice. Rheem Heating,Cooling&Water Heating 5600 Old Greenwood Road Rheem Canada Ltd./Ltee • 125 Edgeware Road,Unit 1 Fort Smith,Arkansas 72908 www.rheem.com Brampton,Ontario • L6Y OP5 INTEGRATED HOME COMFORT PRINTED IN U.S.A.9121 OG FORM NO.A11-222 REV.11 SCDHS REF# R-12-1131 SURVEY OF PROPERTY A T CUTCHOG VE N TOWN OF SOUTHOLD SUFFOLK COUNTY NY 1000-104-02-24 SCALE: 1�= 30' MARCH J, 2021 mn,=A roRAPPROVAL OF r-ONS' F0^A MAY 27, 2021 (REVISIONS) SINGLE PAA)-FTTY PX.,51=NC.C.ONLY DAIR 6 z r Z14surp.110- WELL /.r:."10VEDI FORlW:-13nZIOF q BEDROOMS r jz-mn=- Y-j3Arsr.ro,4.Dt.TEOFApvrowi. DWNLING WITH WELL ?/0 123.41' F.F. EL.22.0' GRADING PLAN t485'46'00P'EYT --- EL. 20.0' UXKM GkVM SATE SU OR 0 CHIMMY RNISHED GRADE EL. 20.5' CHAINLINK FENCE 0.2N, L OSPPpPLEUR EL. 20.0' FE.0. 'N. 0 END (A P; L SEWER PI E. 'I m1n 2ax. 18.3, LNINE'""'.' 41 O / MIN.4 DLA. SDR35 PLASTIC 'P/01101T 9) CL ELSO SEWER PIPE 1Z'rMIN.4"DLA. iN T 41. 0 PITCHED 0 DEPTH SDPLASTIC .5,T8'9QEACH11VG SEPTIC 1/4'PER Fr. SEWER PIPE 1-0/ 8C POOL ,MED 0 t-LDG-ENVELOPE -0- PER Fr. C; DYETJ"(7 1250 GALLON CAPACITY NIp 7 3.0, 0 EP WM* WELL CLEAN OUT DETAIL 6. 0 NTS HIGHEST RECORDED GROUND WA 7ER PROPOSED SEPRC SYSTEM (NO WA 7ER ENCOUN7ERED) 0 0. 1001 FOR 4 BEDROOM MAX. HOUSE -e ,; 5 LP 10, ppof,05EC) V/0 2-9-1 I'll I Min. 5TOKY F?-- 10.0 [118 FT DIA.x 12' FT. HIGH PRECAST CONCRETE LEACHING RING 0 AND BACKFILL MATERIAL COURSE SAND AND GRAVEL (J' COLLAR) A 00 HOUSE S C/ AKA&F- OM5 MAX.) [11 1,250 GALLON PRECAST CONCRETE SEPTIC TANK. 0 (4 f5FC�)Ko a) 1 STOR" Fin.Fir-E1.22-O' F/O 1101 FRAM!. 0) mHOUSI.: TEST HOLE DATA _50 z 9.9 MCDONALD GEOSCIENCE 112012021 EL.1,9.5' DW -- 150.0"-�--, WELL DARK BROWN LOAM OL DWELLINa 0 BROWN SILTY SAND SM WITH WELL J, 30 (60) -00 ocnw > 0 (n /0 > 0, nuT JHWOLF rn (60) M-19.6' EL. 7' :70 11,11,111,11) PALE BROWN FINE SAND SP EL.19.7' 1` S85-46 0()"W.19 70.0 1,9 +CL.EL. ROAD EL. 2.5' 17' WELL STERLING 18.7' NO KA TER ENCOUNTERED CL.EL. +18.8, PUBLIC WATER IN STREET AREA= 14,506 SO. FT DWELLINGS WITH PUBLIC WATER MONUMENT LOT (#s) REFER TO "MAP OF NASSAU FARMS- nLED ON MARCH 28, 1935 AS FILE NO. 1179 0!:FI'J 10 ELEVATIONS AND CONTOUR LINES ARE REFERENCED TO NA VD '88 THE LOCATIONS OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM OF NC;V FIELD OBSERVATIONS AND OR FROM DATA OBTAINED FROM OTHERS. T.W,lcz THEREFORE THEIR LOCATIONS AND OR EXISTENCE IS NOT GUARANTEED. I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE2m,.,'h sH SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells and g RAIN RUNOFF CONTAINMENT- rom data obtained from others.cesspools shown hereon are from field observations and or f HOUSE WITH PORCH =J,000 SQ.FT. ANY ALTERA77ON OR ADDITION TO THIS SURVEY IS A WOLA77ON J,000 x 1 x 0. 17 = 510 cu.ft. YS. LIC. NO. 49618 OF SECTION 7209OF THE NEW YORK STATE EDUCA 77ON LAW 510142.2 = 12.1 VF FrEqONIC SURVEYORS, P.C. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CERTIFICATIONS (6J1) 765-5020 FAX (6J1) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF PROVIDE 2 D Ws. 80 X 6' DEEP P.O. BOX 909 - SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR Connected by Gutters & Leaders 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, MY 11971 21-003 1 �j R-21- 1131 'µry pwEw SURVEY OF PROPERTY ;FP ^ .... . AT CUTCHOG UE 9, TOWN OF SOUTHOLD SUFFOLK OL/K COVNI Y N. Y. -r 1000-104-02-24 a SCALE: 30' MARCH 3, 2021 JULY 5, 2022 (RNAL) WELL SUr';--OLK COUNTY DEPART":'-F4 T-OF Hr,t.LTH-EtiVICEC APPROVAL OF�C0N'7,Tt;UC r; D WON, SF OR A S"',"M E F`f "LY RE;y-DFFtC" JUL 2 9 M H.S.R3(.r.::.?. D� Thi*&C"df !1e v +'.�r s, p,y , , ~j(�C!n J-jva, 2) O Ins t av3c±lor by is Dc+ e rte r tsr 0"' r r";1 fbunn to I�}!T iRELL UT �5 �o. bo sr.. -f- FOR A h!ftXIPU; ,9 Q� V/oL 123.410 M �� EL. 20. tj85.45'00"E AIN NK FENCE _—— caz EL 20.0' -X- DEER X52) aow. //- o \ Y ow r'EXN►/ °� / o • TOMm l t: otq n� O O N(q # }�Af OTS JEP77Ci S S7M Q o C/�O na 10.018 (5t) FAR 4 BOROOV MAX HCUSE p T-' cxw- 2 5SORY Ftp- 2 p/° [1,f 8 FT. DIA.x 12' F7: HIGH PRECAST CONCRETE LEACHING RING -'+ a BE — OOMANC (� BACKFILL MATERIAL COURSE SAND AND GRAVEL (3' COLLAR) �. vOARAGEAN� a, �� � --�—° [111.250 1 1+250 GALLON PRECAST CONCRETE SEPTIC TANK. Fi�.Flr.fl.22-S n "°°" 1 STDlY -500.14 oCAW"„ HINSE SEPTIC LOCA770M 9.9' Y A B - °'� � ST Dia150.n/ WELL 37' 17'6» mTs � gC.Wt w. Q l o X50) LP 53"6"' 2926 2.9 1101 P/0 r T iv, � EL 19.7' � fl.cc,acw 1 ' 70.oo' EL 19.S -46 '00 wW +CL.EL Rn AD TEST HOLE DATA WELL O TERLING f ' 8.7 McDONALD GEOSCIENCE f+8 8 PUBLIC WATER IN STREET 1/20/2021 EL.13.5' f' DARK BROWN LOAM OL BROKV, SILTY SAND SM AREA= 14,506 SQ FT: -...._.. Des Pim >IrA= ----- MONUMENT PALE BROW nNE SAND SP LOT (") REFER To "MAP OF NASSAU FARMS"FILED ON MARCH 28, 1935 AS FILE NO. 1179 ELEVATIONS AND CONTOUR LINES ARE REFERENCED TO NA VD '88 EL 2.5' 17' THE LOCA77ONS OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM NO WATER ENCOUNTERED f7ELD OBSERVATIONS AND OR FROM DATA OBTAINED FROM OTHERS THEREFORE THEIR LOCATIONS AND OR EXISTENCE IS NOT GUARANTEED. k��v�row I am familiar with the STANDARDS FOR APPROVAL AND CONS7RUC7I0N OF SUBSURFACE , . SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the c' $ conditions set forth therein and on the permit to construct. The location of wells and f fel cesspools shown hereon are from FTeld observations and or from data obtained from others RAIN RUNOFF CONTAINMENT: HOUSE } . 51;32-01' HOUSE V4714 PORCH =J,000 -50-FT ANY ALTERATION OR ADDITION TO THIS SURVEY IS A V/OLATTON J,000 X 1 X 017 = 510 CU.ft. cY NO. 49618 OF SECTION 72090F THE NEW YORK STATE EDUCA770M LAVH PECONIC SU C. EXCEPT AS PER SECTION T209—SUBDIWS/ON 2. ALL CERIIfICATIONS 510/42.2 = 12.1 VF (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES 77-fEREOF ONLY lF PROVIDE 2 DWs. 80 X 6' DEEP P.O. BOX 909 SAND MAP OR COPIES BEAR THE IAIPRES57ED SEAL OF THE SURVEYOR Connected by Gutters & Leaders 1230 TRAVELER STREET YdNOSE SIGNATURE APPEARS HEREON. SOUTNOLD, N.Y 11971 21-003 3 SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION a PROPOSED ACCESSORY STRUCTURE � Q PROP05ED 2ND STORYLu Lu J fB (y) Q cm a--+ Ln � c L0 C; O O -J O c: (v z O a. •ca d+ 123.41' 0 0 -J N O � � O O m 'vkN 8 50 46' E. - r ' <t ,r 4 s4a r `r t/ "°, Ln '? 'v�itai :�"'k y • > y t yY �,my, 1Y c N Occ . -- N. -_-----_- �V- �-^ •P q'� i • �S' P+'4' ' f '.•s 7 moi+ " _i- r 00 Q O O ---0---' �.,a y :r ar°t lyea, ,.t { aY P. r !gra,i`" f. .+•,,.. -•r dn•� t.s �- �V�SJ ��TBA�✓K HGY,. is ',J 4 tlt �*,�fi 4 f tll a, r - 1. "r+p�c� "•4 j d2, `► } .,t;.: s -_--- -LECAL I Z OUTDOOR St-�OWEfi�, HOT TUB, SHED. T fA . ,, . S=✓"` 'Y.. �..., Afi i a W 'P•►� yam.'� Ts r•ro'. *I 4 f 1�.r`, r s"R il:* •'°.0 d4' °` �y y t �•r�. ' • ' f�a�t �` .,/'+�'^.t`i ,f a ?T' "�,,`•' �.,� ... �' ',.� i y ?1a� 'fie .I";l' nom,.'ft �� ' r �l +•,.a*' ,i �. � 4 ,w� DW F " l• ,!`:!•.*.1.. fT`.P Mf ,,• f,4#�{,/^ i "'. ti¢' b P•t `�``••.�'� Ate • .. µ{ A ` \ Ory, '`ata �' � �}, •"" :. " i, r,� ey.S+ .t.x � ,�b` SHED - - .. -_X'. �/ ., ,: �'r : .. '` `` ' . € '. �� A I �� �TT "' 1 .�Y. .t •ry,. t rwi. 4� r ,, e�a� 9 +' , "" •' a' y 8 /��' � _ k■�• ��::1'"R,`, .�r'.�• ��"p4 ,..t,�h'��`'�P 'j' t ��'`?,`a."`�^ ew:� �: �a� r« �,,,,m,. i �• � ��•' ,t� '�� `��,'} \ STONE C� _..!der �'tl` {. r .' ��', , ,•. x "• , w .. ,s .. W BENCH WALL fTl a o ±�l, '. x r'fg �r r" ..L�'`,i. ' kl &`' •l a3 �'r */■1M?` s :«.:, "o � 1 m l� (n PROJECT / ZONING DATAi° r^ r te. a ° +• I'~i''' r,3 a d* �'.f t^ '• sA.1 "`l�'� v. ,/' '4!'..mss' c+�f �r ,,!, �. yt. t t e J • O A Y' I to � •.'R' ;°'•� s, J 9F+#'7 •6„ '.urf . ':11-. 4v" .4 " �1 a •�,w.�1F/ i 7U ■�"' TAX MAP # 1000-104-02-24x.. " r" i' ! a r_• �' .5� :, '"� =''';?4r,�+ ,`» �'. . i # a i , T v + fr HOT TUB RD �� BACK { O a'+k �pI�' ;.�+° :+'� `' „3.'y x t: .• `,a.® •.�,'� y+�¢ t,:R;ti. -' ' '� " S 1 +a ON PATIO 3 EAR ZONING DISTRICT - , ,. r`:•r" : µ .,, , r ' \ O - - Y_ ----- lf� R-40 (NG) I ,� ` t +�; aj t v EER - - i LOT AREA 0.3 ACRES . .� �T' t \1At a 1. _ STONE I lI� CU �►, `«` • ;.j" ,_ 'r .� r _ r " ' FIRE PIT lk '� , 4 ;i , :/ ■ ENGE P FEMA F O BLUESTONE PATIO M OD ZONE X . �; AML • \ � ° a *. Al.� LIM LOT COVERAOE ``�• .#; 'k f ` .'�` .. f,, *• , ,•.`,F' `�~.7Pn ?t j. 4 II El O LP l(i DESCRIPTION (FOOTPRINT) -- AREA -- LOT .:.,- ' rn I COVERAGE .. ` I i•"Y` ♦ A Shin •.J Q� \ STLEUP(TYP) p TOTAL LOT AREA 14,506.0 S.F. LOCATION MAS Q \ COVERED PATIO � P,s,l1(• � � �.°`(' Q� SCREENED PATIO 7C EXISTiidG RESIDENCE 2,036.0 S.F. 14.0% SCALE: NTS CLEANOUT I �j EX15TI�dG COVERED PATIOS -182.0 S.F. 5.490 � LP EXIST1140 SHED 99.0 S.F. 0.790 F AO E <E \ -w EXI5TIN6 OUTDOOR SHOWER 46.0 S.F. 0.5% �? c•s cr U S EXISTIPdG HOT TUB 43.0 S.F. 0.590 >0O I .0® PROJECT LOCATION & SCOPE z o u. a- (5-001 .00 y EwU) Qcr) TOTAL AREA OF ALL 5TRUCTURES 3006.0 S.F. 20.-130 J U w 0 2 z SITE PLAN & ZONING DATA O Z o' US 00 w \ �� 10.1 MAXIMUM LOT COVERAGE ALLOWED: 2030 0 0 o 1 s \ 2 STORY wc� _ Qw FRAME HOUSE EGRESS o ri u- �p o �� EGRE5 WINDOW A- 1 O 1 ,00 FIRST FLOOR PLAN o z O 0 S WINDOW WELLS 00 W p N w 2 \OA WELLS I zp0 = 0a od2m02 02 �� PROP. _ A- 1 02 .00 SECOND FLOOR PLAN 2 < 05 a W o 0 0 F- TANK SII REQUIRED SETBACKS - MAIN BUILDING (CORNER LOT) Q a. w �" O a 4/ \ I - - -- -- - - -- - - owowwv10m \ N OUTD OR v► REQUIRED EXIST. PROPOSED COMPLIES 2 E = v w < w COVERED PATIO SHO ER - I A®20 I ,00 EXTERIOR ELEVATION a � w O aM00a \ g 2 I FRONT YARD 35.0' 42.6' - 42.6' YES w Lu a uj w > w Q v Ci \ \ I I I SIDE YARD 10.0' 10.1' 10.1' YES 0 v w -1 0 2 a \ I O w 0 N Y 0 M W 0 m 0 z 0 z < 2ND FRONT YARD 20.0' 20.1' 20.1' YES U REAR YARD 55.0' 48.9' 45.9' YES N Cd _pr. CANTILEVER I � N Q � -y \ I O O •� - -_- - - J FRONT YARD 5ETE3AGKI PROJECT: W, \ \ I BLUEBTONE I I MELLY WALK \ , RESIDENCE \ I DW \ I \ � BLACKTOP II I 1375 STERLING RD \ N DRIVEWAY CUTCHOGUE, NY 11935 \\ II DRAWING TITLE: \ - \ I PROJECT LOCATION & SCOPE \ SITE PLAN & ZONING DATA EL. METER SITE LAYOUT NOTES: I. THIS IS AN ARCHITECT'S SITE PLAN 4 IS \\ - 70.00 PAGE: SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION S. 8504610 ■ 8�0 4G� 0011 E• \ WATER METER REPRESENTED ON THIS 51TE PLAN IS TO THE 6 G-00J. 00 ARCHITECT'S BEST OF KNOWLEDGE. 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED JULY 5, 202:2 ant%,mono AND PREPARED BY: DATE: 10/12/22 1 OF 1 PECONIG SURVEYORS, P.G. N.Y. STATE LAND SURVEYOR LIG. #048618 P.O. BOX clog 1230 TRAVELER STREET SOUTHOLD, NY IIg71 (631) 765-5020 ,,.• Ue �� P l�,• SO �` C� L I Y d a ' G SITE FLAN 56ALE: 1" = 10'-0" yTi, Q37A �o� ---- � — - -----�--- -- REVISIONS: MAR. 3, 2021 25, 2021 LON M-41 I OR -Ilk GENERAL NOTES: DESIGN CRITERIA: IN P 10 1 M 1. ALL WORK MATERIAL AND EQUIPMENT SHALL LIVE LOAD DEAD LOAD - - ---- ---- -- ---- -- - - -- ---------------- ----BE IN ACCORDANCE WITH THE NEW YORK STATE UNIFORM BUILDING CODE, AND THE NEW GROUND SNOW LOAD 25 PSF. 15 PSF. --- - YORK STATE ENERGY CONSERVATION CODE, LIVING AREAS AND DECKS 40 PSF. 15 PSF. llqnw AND LOCAL AUTHORITIES. SLEEPING AREA 30 PSF. 15 PSF. 5 75 '0""kTERL11'kNmG ROAD u n %j u U L11- N % / ' 1 !1 ATTIC 20 PSF. 15 PSF. 2. ALL CONCRETE SHALL BE STONE WIND SPEED 140MPH AGGREGATE WITH A MINIMUM 28 DAY SEISMIC DESIGN CATEGORY B STRENGTH OF 3000 PSI. WEATHERING SEVERE FROST LINE DEPTH 36" 3. ALL LUMBER SHALL BE GRADE STAMPED TERMITE MOD. - HVY. DOUGLAS FIR-LARCH STRUCTURAL GRADE #2 DECAY SLIGHT OR BETTER. ICE SHEILD REQ. YES 4. PROVIDE DOUBLE HEADERS AND TRIMMERS -AT ALL STAIR AND FLOOR OPENINGS, POSTS NORTH AND PARALLEL PARTITIONS, EXCEPT AS NOTED ON DRAWING. 123.41 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAM. SPACING NOT TO EXCEED 8 N. $ 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR(S) PRIOR TO START OF CONSTRUCTION AND ORDERING OF ! i ujLoMATERIALS. THIS FOUNDATION HAS BEEN t 0 m DESIGNED FOR A SOIL BEARING CAPACITY OF Zen 0" TWO (2) TSF AND GRADES LESS THAN 5% ujr r CONTRACTOR SHALL_ VERIFY THAT THESE CONDITIONS ARE MET. ALL FILL BENEATH ! Z CONCRETE SLABS TO BE COMPACTED TO 95% 1 00 1 a) L RELATIVE DENSITY. e C0 � 7. DO NOT BACKFILL AGAINST FOUNDATION a O WALLS UNTIL FLOOR; SYSTEM IS INSTALLED. � -Pb J U 8. ALL HEADERS 6 FT IN LENGTH AND OVER TO BE SUPPORTED BY DOUBLE UPRIGHTS, 9 FTCn AND OVER BY TRIPLE UPRIGHTS. ALL HEADERS _ U it - TO BE MINIMUM OF (2) 2x8" OR AS NOTEDA_ ip O NAN 9. PROVIDE FIRESTOPPING AT ALL LEVEL ?'0 O ! - rn PENETRATIONS. 10. PROVIDE FLASHING AT ALL ROOF BREAKS, 00 DW ' CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS, DECKS, ETC. _ ! I O� l COVERED PATIO ! 11 . DO NOT SCALE DRAWINGS O;� I� 12. DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER ARE NOT RESPONSIBLE — - - rJ I FOR THE INSPECTION, SUPERVISION, OR ADMINISTRATION OF THIS CONSTRUCTION ! PROJECT. FEDERAL,, STATE AND LOCAL ZONING _ AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR(S). NER ARCHITECT OR ENGINEER MUST i �� PROPOSED ��;! ! J N 13. DESIGNER, BE NOTIFIED IN WRITING BEFORE ANY 2 STORY 0 i 202 _ 'f7 t, CHANGES ARE MADE TO PLANS. � i ``L FRAME HOUSE _,� O• 14. ELECTRICAL AND MECHANICAL 2 COMPONENTS TO BE DESIGNED AND SPECIFIED Q ! BY OTHERS. ► 15. CONTRACTOR SHALL OBTAIN ALL PERMITS 2 . AND INSURANCE NECESSARY TO PROTECT THE Q ENGINEER AND OWNER. ! COV ED PATIO •(D to LOT SIZE LOT COVERAGE z O Ll.l n 14,506 S.F. 19.99% DW i ® Q � j (tom IZ'_p"CANTILEVER -� �_ i HOUSE PATIO AND DECK _ - ! In = '� -- --36' 1--_R f YAR se- K O ti EXISTING EXISTING PROPOSED PROPOSED ! I ! 2036 S.F. 864 S.F. GARAGE TOTAL s6a s.F. PROPOSED GRAVEL ! TOTAL - DRIVEWAY ! 2036 S.F. 1 \ DW/ ROOF RUN-OFF -- _ �"`�� _......_._..._-- .- - PROJECT: 2020-306 500 C.F. — --�"" .®®, Bldg Dept copy from ZBA DRAWN BY: QMS - _ 7 0 Final review% ments -- - ZBA File # `(`7 Date: / ) / S. 350 46' 00" CHECKED BY: JC DATE: FEB. 8, 2021 ROAD PROPERTY LOCATED AT. SCALE: 1 - 10'-0' 1375 STERLING ROAD CUTCHOGUE, NY 111935 SHEET NO: TOWN OF SOUTHOLD SITE PLAN COUNTY OF SUFFOLK, STATE OF NEWYORK AM DISTRICT: 1000 SECTION: 104 BLOCK: 2 LOT: 24 REVISIONS: MAR. 3, 2021 Framing Notes: MAY 26, 2021 The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction. B Wood Framing -8 , 1. All lumber is to be No. 2 or better Douglas Fir Larch (N)with the following minimum specifications: Fb = 825 psi Fv = 95 psi Fc perp = 625 psi 9'-5".. -- �V E _ 1,600,000 psi 2. All Parallam (PSL) Lumber is to have the following minimum specifications. 16rGT}ZDE}�- __ Ta GT}�DEft fb GTF�D _ __ �fO-GTRDEFS -r _ �_1 a CTRDEIS _ __ 2-X fU-GTRDE}� _ _ -- -- Fb = 2,900 psi Fv = 290 psi Fc perp = 750 psi E = 2,000,000 psi � o C� o 00 � o N `° COVERED PATIO SCREENED PATIO � X `� COVERED PATIO 4,z' I 3. All Microllam (LVL) Lumber is to have the following minimum specifications: M N V N V N rV I I a Fb = 2,600 psi �o Fv = 285 psi -- ----6 3" - - ----- 6'-3" - 15' - -- - - - ------8' 1 U" - - -y I "� Fc perp = 750 psi E = 1,900,000 psi (3)TWT-2010 NLGD6080L NLGD12080-4 (3)TW2046 I I ----- ---------- 4 B k Anthony P -- --- -- ams (GLB aka n o y ower Beam are to have the — — (3) 1.75"x 11_875"LVL — — 5.25"x 14"PSL HEADER x I I I II Glued Laminated e ) n I I I following minimum specifications: J J Z BROOM �---� I DW 4--- ------I 2"x8"R.R' LO @ 16"O.C. V M � I Fb = 3,000 psi N x l J m L o Fv = 300 psi T P J L — J o Fc perp = 805 psi — r N — — — — _ M I I E = 2,100,000 psi F F J I J Z ❑ I LLF 5. All beams fabricated with multi le Laminated Veneer Lumber boards are to be -= I -� - I I I P � I I I MJ nailed/bolted in accordance with the manufacturers specifications. L J L J L J II (o I � " PO _ _ _ CD MASTER BEDROOM F.P. I I GREAT ROOM r::. ::: KIiTCHEN 6. All TJls are to be installed in accordance with the manufacturer's specifications and _ -1 F _ g 187 S.F. a - shall includes squash blocking and web stiffeners at bearing J I I U q 9 g points on girders and O -- '______ I MICRO I other load bearing areas. M LU ................� Q O M I' L _ J L _ _ J L — — J ` = I oo 7. All straps, connectors, plates, bolts, nails, etc. are to be galvanized or stainless V f 7 36 - - NN X I steel. Designated connectors, strap etc. on these drawings are made by Simpson unless indicated otherwise. All connectors, straps etc. are to be nailed/bolted in N I 187 S F TOTALFL , / 3'4 // 8'-1" :,'' �' r= ( ; I accordance with the manufacturer's specifications. I N I LIGHT=14 96 REQ!60.64 PROV. I I I _J VENT=7.48 REQ./31.01 PROV Z I I M L — — — — J L �o POST Dow ° OST Dowty I 8. All floor sheathing is to be 2%2 inch AC type plywood, tongue and groove, with an (x.75"x 9.25"LVL HDR. PS ti 5.25"x 11.875"PSL °__ ______�___ _ hall b ed and screwed to the floor � PAs an rating of 48/24 Floor sheathing s e glued X) ------------ 3680 POCKET DOOR (2)2"x 8"HDR (2)2" 8"HDR ) 5.25"xt8�5" WALL PSL I OVEN FRIDGE OST DOWN Q (2)2"x e°HDR joists ( 6" O.C. edges and 12 " O.C. field o I o �. 1 4' � OST Dowty I I L- J a 9. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be U) LL _°_ I nailed with 10d common nails 6" O.C. edges and 12" O.C. field. -- - -- o I m UO I o elf 7R UP Z I M =_ 10.Solid blocking is to be installed every 8' max or mid span of all floor joists with 5' 1 (2)2"x 8"HDR. I I- d I ----- I ,� @ I spans exceeding 8'. WASHER I o n FOYER DINING ROOM "' i M II I I C M o Ge, 5-& 12.Blocking is to be installed at all point load bearing points. o d I � - m MASTER Oe r m OI h°I LAUNDRY/ DRYER ° BATHROOM o W'C' "� ` �° o N r MUDROOM 13.Walls are to be framed with 2x6 inch studs spaced 16 inches OC unless indicated (2)2"x 8"HDR Q Z oI �6 M POWDER otherwise. foo N foo° ROOM S ° `y (2)TwT2a10 14.All bolts nuts and washers are to be hot dipped galvanized. I ��o I 2 2'x 10' HDR. -- 2)2"x8"HD Pp F _J p _ , 0(2)2' x10"HDR. I I 12"TRANSOM WINDOW 2 TWT2810 I I OVER DOOR O Steel Notes WALK-IN I ------ -- ~ CLOSET i 3'4' .... Ii... 3'4' 4'-8" ' 4' 8" (3) 1.75"x 11.875"LVL �! O x 8"HDR TW 10 * A z 2" 203 .� ; 4,_3.,. II steel is to be ASTM Specification A-992-50 (� I -- --6'-6'-- - -- /r-- ----- ---9' 2" - - T-10" f,'�'' f �//----3'-----� N BENCH ---J o� -- All Tube Steel ASTM A500-GR-46 2 2"x10"HDR -- -- . ___(311.75"x 11_875_LVL EW F.P._FLUSH _—__ 5°� IN All bolted connections are to be made with A-325 bolts. (2)TWT2810 T N v (2)TW28510 �[ =I � O � 0 �� - 6'-3° �' 6'-3° Q All welded connections are to be done by a certified welder and conform to AWS L- Rf 00 COVERED PATIO X `� and AISC standards. O N Ua CN — — —(2)2"x 10"GIRDER— — — (2)2"x 10"GIRDER — (2)2"x 10"GIRDER o r - All weld joints are to use E70XX electrodes. ---------- ---------- ------------ 118..T.J.I. Ni 1iA T.J.I.210 F.J. °' — — — — — — — — — — — — — — — — — — — — — @ 16"O.C. I @ 16"O.C. Steel is to be cleaned and shoprime with one coat TNEMEC 37-77 W Chem _.___. -____ > ' Prime at 2.0- 3.0 MDF. .. -12'-3" 7'-6"--...... - - -- - 8'6'- j✓ u 2 CAR GARAGE X N %"web stiffeners are to be installed at all point load bearing points and over all/ •� V column supports. ® (� I � LO I 3.5"x 11.875"PSL V I 3.5"x 11.875"PSL - All columns are to be bolted to steel girders with%2" bolts and to wood girders with -- --- — - -- —_- -- - -- - -- -, -� I %" lag bolts. �I - -- -- - -- - -- ---- ---------- -- - --- � �— g All girder splices are to be made above columns. I J / I \ J I U) / I \ U Q;� I a1 / \ a• I Qco LO // \\ � co I � / I \ _.._ I_...._. _ \\XI I �, / 3 1.75"x 14"LVL E/W 2 0.625"F.P. FLUSH ' \ — —I 18'-0"x 8' 0"GARAGE DOOR — — _ --____--__ ___----------.._..._---___..-� Bldg Dept copy from BA Fina ewed do 118"T.J.I. 210 F.J. I ZBAIF e�#'rl �uments @ 16"O.C. I Date, 2'-0"CANTILEVER INTERIOR DOOR SCHEDULE 22'-6"-. -----___--- __ ______ QTY. BRAND CODE SIZE TYPE NOTES 2 BUILDER SPEC. 2480LH 2'4"x 8'0" INT. DOOR PROJECT: 2020-306 3 BUILDER SPEC. 2880RH 2'8"x 8'0" INT. DOOR 2 BUILDER SPEC, 2880LH 2'8"x 8'0" INT. DOOR DRAWN BY: QMS 1 BUILDER SPEC. 3080DBL 3'0"x 8'0" INT. DOOR DOUBLE DOOR CHECKED BY: JC 1 BUILDER SPEC. 3080RH 3'0"x 8'0" INT. DOOR STEEL FIRE-RATED DOOR 1 BUILDER SPEC. 3080PD 3'0"x 8'0" INT. DOOR POCKET DOOR DATE: FEB. 8, 2021 1 BUILDER SPEC. 3680PD 3'6"x 8'0" INT. DOOR POCKET DOOR 1 BUILDER SPEC. 2470LH 2'4"x 7'0" INT. DOOR SCALE: 1" - 1'-0" 6 BUILDER SPEC. 2870RH 2'8"x 7'0" INT. DOOR 4 1 BUILDER SPEC. 287OLH 2'8"x 7'0" INT. DOOR SHEET NO: 1 BUILDER SPEC. 5470DBL 5'4"x 7'0" INT. DOOR DOUBLE DOOR PROPOSED FIRST FLOOR REVISIONS: MAR. 3, 2021 MAY 26, 2021 B f -...... . _.....4.5"- _... y - 9'-5" �/ . - 9'-5" ... }/- - cJ_5 �✓ 9' S .... _. ..... ......... - I (2)2"x 10"GIRDER (2)2"x 10"GIRDER (2)2"x 10"GIRDER (2)2"x 10"GIRDER (2)2 x 10"GIRDEP, (2)2 x - GIRDER 1 Iw ly- Ip I I� I x Y (V _ IN Iv I uu I C.'zoUJIM - - r VAULTED CEILINGS ® z it 1 s. U U O O Lu W O cj Lu x /2 x �2 Lu 10 0 LLJ N@ I x IQ i1 " x V ■ N -? U ? U V ' U O VAULTED CEILINGS U O � ()0 LO 1 N @ CV @ ' I WALL UP TO ROOF RAFTERS 5.25 x 11.875 PSL " I WALL UP TO ROOF RAFTERS Rul s F.TOTAL r) I 10'-7"--- ---- -------- ATTIC STORAGE HT=9.28 REQ./24.06 PROV.NT=4 64 REQ./13 04 PROV. ' � IN LO ' M -- --- ---------- -- ox -- E EDROOM 3 b 116 S.F. 7R DN x V (V N @ 0 0 0 in _ O - p -------- Q / BEDROOM 2 0 \ WI �� (2)2"x6"HDR, j.' 134 S.F. x \ VI ��� �- CLOSET `•, ti N 6' - ----- (2)2"x8"HDR 134 S F.TOTAL p I c�,O I ■ LIGHT=10.72 REQ./22.96 PROV. VENT=5 36 REQ/11.50 PROV ASOly x CLQ. I p p " I I cl� x� o �I Q? I � ■ (2)2"x 8"HDR. 2 2"x 0.HDR CLO, x I O � = 1 i 14"SUN TUNNEL t0 ■` CAM 3 -——(2)TWT2810 I / I (z)Tw2852 BATHROOM .� LO (2)2"x8"HDR. I •— �+ ------ � 8'-7"-------- -- ----3'-5" -- -- �Ov > 6 �„ I L - 13' /... 17' 1„ ..... - i 05 --.._..._...... -- —— 22' Q� 16” 2'-8" - - 13 3' 8 - - 6'TUB I -----I - 10 VA `�. - - - ® - UJI U) / -.... ------ - -a G"- - - Lu zI� I Lu Js z z 3/ 12-3 -- - -- -- - -. .. 7 G-- - Iw Y 4 ■� N I� 7.1'. I . ... 1 CV I I (V """` ■s I I(4 LO a Ln- I I ♦♦0 FINISHED;STORAGE i N 2 FLITCH BEAM DETAIL I I N.T.S I 2"x 1 "C.J. @16"O.C. I I I I � I I =1 I OI I WI 1 = £3ic),g pepT copy from Z13k + I `FilA,i€eeiewed c�oCi�rhents I' cel I file # -7 2 2"x 110"HDR ir�) (2)T'r42852 INTERIOR DOOR SCHEDULE 48"SUSPENDED OVERHANG QTY. BRAND CODE SIZE TYPE NOTES 2 BUILDER SPEC. 248OLH 2'4"x 8'0" INT. DOOR PROJECT: 2020-306 i 51 I II ! I 3 BUILDER SPEC. 2880RH 2'8"x 8'0" INT. DOOR 2 BUILDER SPEC. 2880LH 2'8"x 8'0" INT. DOOR DRAWN BY: QMS 1 BUILDER SPEC. 308ODBL 3'0"x 8'0" INT. DOOR DOUBLE DOOR 1 BUILDER SPEC. 3080RH 3'0"x 8'0" INT. DOOR STEEL FIRE-RATED DOOR CHECKED BY: JC 1 BUILDER SPEC. 3080PD 3'0"x 8'0" INT. DOOR POCKET DOOR DATE: FEB. 8, 2021 1 BUILDER SPEC. 3680PD 3'6"x 8'0" INT. DOOR POCKET DOOR 1 BUILDER SPEC. 2470LH 2'4"x 7'0" INT. DOORSCALE: 1" — 1'-0" 6 BUILDER SPEC. 2870RH 2'8"x 7'0" INT. DOOR 4 - 1 BUILDER SPEC. 287OLH 2'8"x 7'0" INT. DOOR SHEET NO: 1 BUILDER SPEC. 5470DBL 5'4"x 7'0" INT. DOOR DOUBLE DOOR Aq PROPOSED SECOND FLOOR 4 REVISIONS: MAR. 3, 2021 MAY 26, 2021 -1 L-1 F--1 F-1 F- I-7 F- L-J LJ LJ LJ LJ LJ J 0 o o o o - �j 10� U 2"x 8"R.R. `o+ or (r p ��0 2"x 8"R.R. RAFTER @ 16"O.C. �;S 00 io 00 co �Q @ 16"O.C. TOP PLATE CV Simpson LSTA30 Ridge trap at each Rafter — OR HEADER K is Simpson MTS30 Rafter Strap Ln M RAFTER at each Rafter Tail M F- 1 . OP PLAT r LJ U r e ^ ® Z STUD v♦ W NMj Wry (� Simpson H2A Hurricane Ties � o at each Rafter Tail _ N N (V V N V 1.75"x 14"LVL RIDGE BEAM � U O 1. 5"x 14"LVL RIDGE BEAM STU x @ I BOTTOM —J PLATE N F2�,x2�,x 8-u R R. co IC",O.C. RIM JOIST u V b I PLAATPE Q O O W io io N `-' N v Q: U I Ip Simpson ST22 Strap O > co b x N V Typical 2nd Floor Strapping Detail 2"x 12"R.R. �`- 2"x 12"R.R. U @ 16"O.C. @ 16"O.C. I I NTS I N,^ ACU C� U •^�+ M V+ 00 CX x `4 �——I N 72"x 12"R.R. 2"x 12"R.R. L-1 L J L J L J J @ 16"O.C. @ 16"O.C. W L MjEW SIMPSON LSTA36 STRA r �+• O SIMPSON LTP5 J STRAP e}R �! Ln J Simpson BP Lo X Typical all and p ti M Sill Strapping Ca �-- Detail STRAPPING DETAILS L N.T.S 48"SUSPENDED OVERHANG PROJECT: 2020-306 DRAWN BY: QMS CHECKED BY: JC Bldg Dept copy from ZBA DATE: FEB. 8, 2021 Final reviewed cep rents ZBA File# �Y`1/ Date: SCALE: �" — 1'-0" 4 - SHEET NO: PROPOSED ROOF PLAN REVISIONS: MAR. 3, 2021 MAY 26, 2021 i ! i I E E i I i WINDOW SCHEDULE I — CODE QTY. BRAND MAN. CODE SIZE TYPE NOTES E I ! ! A 2 ANDERSEN 2-TWT2810/2-TW28510 5'4"x 6'10" TRANSOM/DBL. HNG. CUSTOM GRILL B 1 ANDERSEN CXW13 3'0"x 3'0" CASEMENT CUSTOM GRILL C 1 ANDERSEN TWT2810/2-TW2852 5'4"x 6'2" TRANSOM/DBL. HNG. CUSTOM GRILL € I i D 1 ANDERSEN 2-TW2852 64"x ' 52" DBL. HNG. CUSTOM GRILLLMMJ l TW20310E 1 ANDERSEN 2'0"x310" DBL. HNG. CUSTOM GRILL i j i I a I F 1 ANDERSEN 2-TW3052 6'0"x 5'2" DBL. HNG. CUSTOM GRILL I j i I G 1 ANDERSEN AN251 2'4"x 1'8" AWNING CUSTOM GRILL 1 I I H 1 ANDERSEN 2-TW3046 6'0"x 4'6" DBL. HNG. CUSTOM GRILL uj E j _j1 ! I 1 ANDERSEN 2-TW24310 4'8"x 3'10" DBL. HN G CUSTOM GRILL ♦ ♦ I,n t I J 2 ANDERSEN TWT2010/TW2046 2'0"x 5'6" TRANSOM/DBL. HNG. CUSTOM GRILLzfn K 1 ANDERSEN AR2 81 2'8"x 1'5" AWNING NO GRILL r ujL 1 ANDERSEN 3-TWT2010/3-TW2046 6'0"x 5'6" TRANSOM/DBL. HNG. CUSTOM GRILL i I i II M 3 ANDERSEN TW2 8510 2'8"x5'10" DBL. HNG CUSTOM GRILL-7777 I ! E I ! i - i I i i i i i I i i ANDERSEN i SE CX1 I i 3 N 2 35 i 2'8" '4" x 3 CASEMENT NO GRILL ! T i ! I i j ! , , LL.! W ! i U EXTERIOR DOOR SCHEDULE i i j U ! ! I CODE QTY. BRAND MAN. CODE SIZE TYPE NOTES I ! E 1 1 BUILD SPEC. N/A 4'0"x 9'0" DOUBLE ENTRY WOOD DOUBLE ENTRYa GLASS W/1'-0"TRANSOM 2 1 BUILD SPEC. N/A 3'0"x 6'8" ENTRY DOOR WOOD 00 ENTRY GLASS/INSWING i � a I 4 I 3 i I it ` i OA III ii !t {i OA i :I f I i I r 3 1 BUILD SPE C N/A 3'0" x 6'8" ENTRY DOOR WOOD ENTRY - GLASS/OUTSWING 00 4 1 ANDERSEN NLGD12080-4 12'0" 8'0" SLIDING DOOR CUSTOM RILL00 IL 5 1 ANDERSEN S N GD6080L 6'0"x 8 0 SLIDING DOOR CUSTOM GRILL 6 1 BUILD SPEC. N/A 18'0"x 8'0" GARAGE DOOR SIMULATED CARRIAGE STYLE 4 PANEL ROLL-UP PROPOSED SOUTH ELEVATION (FRONT) 1 ! i j j I I •}�� CNI ; ! 3, r ■A i I uj tohe EN L11 L O I I I i j I i ; i I ! ! r i , I I i r i , i i , EE I I F ! : } i t i { j i i I .I i ! i. i , I , i i i , r i ! i i 1r•1......_-.....o-...jll�..: ::r{.r.e::::E j I I ! ! I 1 ! J i ; LL81 ! j - - - o PROJECT: 2020-306 o - o o - o it I o - o - o - DRAWN BY: QMS 7 FIH f - f r CHECKED BY: JC I I F ____-� I I Fr-- 5l 11 ' II 1 1 I DATE: FEB. 8, 2021 L1L--=—_1LJ SCALE: 4" = 1'-0" Bldg Dept copy from ZBA SHEET NO: Final reviewed1� umen tS ZBA Fll # 71 PROPOSED EAST ELEVATION Date: , L REVISIONS: MAR. 3, 2021 MAY 26, 2021 - WINDOW SCHEDULE ----- -- CODE QTY. BRAND MAN. CODE SIZE TYPE NOTES A 2 ANDERSEN 2-TWT2810/2-TW28510 54"x 6'10" TRANSOM/DBL. HNG. CUSTOM GRILL B 1 ANDERSEN CXW13 3'0"x 3'0" CASEMENT CUSTOM GRILL -- C 1 ANDERSEN 2-TWT2810/2-TW2852 54"x 62" TRANSOM/DBL. HNG. CUSTOM GRILL D 1 ANDERSEN 2-TW2852 54"x 57" DBL. HNG. CUSTOM GRILL E 1 ANDERSEN TW20310 2'0"x 3'10" DBL. HNG. CUSTOM GRILL f _ — F 1 ANDERSEN 2-TW3052 60"x 57" DBL. HNG. CUSTOM GRILL G 1 ANDERSEN AN251 24"x 1'8" AWNING CUSTOM GRILL i H 1 ANDERSEN 2-TW3046 60"x 4'6" DBL. HNG. CUSTOM GRILL — — Ln — I 1 ANDERSEN 2-TW24310 4'8"x 3'10" DBL. HNG. CUSTOM GRILL ' + J 2 ANDERSEN TWT2010/TW2046 2'0"x 5'6" TRANSOM/DBL. HNG. CUSTOM GRILL � � K 1 ANDERSEN AR281 2'8"x 1'51' AWNING NO GRILL zfn r - L 1 ANDERSEN 3-TWT2010/3-TW2046 60"x 66" TRANSOM/DBL. HNG. CUSTOM GRILL r M 3 ANDERSEN TW28510 2'8"x 5'10" DBL. HNG. CUSTOM GRILL N 2 ANDERSEN CX135 2'8"x 3'4" CASEMENT NO GRILL LJJ W uJ dl i I I r.: , „ EXTERIOR DOORC ED LE Cn: : S H U 1 ! CODE QTY BRAND MAN. CODE SIZE TYPE NOTES I 4i {. Wil. t w. { iI ! i I ( i! L li i i .;,.-..::_..,::.;,:.,;t: :€::!:i.._-.<.:•. :_:::.«::'.{!:tt_.':_ ._!..<.....,...,..<...<.,...:,:,_.._.._x:r...<.';.>,i......!.,_,::,�,i:i. I:.'>,.i:;.>_..>.<,.1:,.:,�.......__b«x; ix?`!.'.,.�x..=,i,,t...., i + 1 1 BUILD SPEC. N/A 4'0"x 9' 0" DOUBLE ENTRY WOOD DOUBLE ENTRY GLASS W/1'-O"TRANSOM 4 2 1 BUILD SPEC. N/A 30 x 8 ENTRY DOOR WOOD ENTRY!GLASS/INSWING :i.i..i.= 1II --IriiiIi _- 1i oI�ijIIIiii!+i!!III o1iI+�I� ,Ijj,iIi+IE1I+IiIiiiII I IIIIII rIIII IiiI! IIIIII f11I!II II)ii o€iI xix II!II1i11iIi;1+II1(if- o+iIi!IIi(!I(iIIIt IIti rIIIIi i- OoIIr+�!IiiIIi iIOijI€IIiii IIiII!�iI;II!IlrI —IIiIiiIIIi+i G _ L-AsIIiiIjIi S- S/OUTIi SppU Wi ING 0 -44 1 ANDERSEN NLGD12080 1208'0" SLIDING DOOR CUSTOM GRILL 7-77777T= DOOR CUSTOM GRILL 6 1 BUILD SPEC. NIA 18'0"x 8'0" GARAGE DOORSIMULATED CARRIAGE STYLE 4 PA J�D NEL ROLL-UP PROPOSED NORTH ELEVATION (REAR) CNI 'r PROJEv6■�fi��6�- Cdifpey� •�■V/VVs� 0l-- LO 2�L(�0 Cl) to f ooo . QMS O CHECKED BY: 1�J' -C DATE: FEB. 8, 2 30002 " 61 SCALE:I I I IJI I I 4 Bldg Dept copy fomZBAL1LJ_L _ aLJ Final reviewed umentSHEET NO: ZBA File *-1 Date: / PROPOSED WEST ELEVATION- iii, .b hl REVISIONS: MAR. 3, 2021 MAY 26, 2021 I _ _ r 1.75"x 14"LVL RIDGE BEAM i i i j I I I k ! t ! i i I ROOF m m I — I �ASPHALT VAPOR BARRIER PLYWOOD !� -- i ? I•I i ! 2..x 12"@ 16"O.C. ----- {i R-49 FOAM INSULATION r r : i 1 s j °.FINISH ` TORAGE ` FLOOR 2'PLYWOOD T.J.I.210 F.J. @ 16"O.C. _I ---- R-30 BATT. INSULATION i I i Lu Z: yyy mU-)ch i j ...:...........................::1 _................. ! ! I ! EXTERIOR WALL _....... BOARD HARDIE AND BATT ON SIDING ._.......... VAPOR BARRIER _ - v z w a..... 2"x 6Y WOOD STUD IUJ � I ♦^ I I { R-21 BATT. INSULATION SHEETROCK CDI I , ! r _................._._.......... ._.. : ! I i Id J11] I ! ......I, 1 ........................ i i 00 Ic WATERTABLE LEDGE uu 2 CAR GARAGE i! li 2 STONE VENEER GRADE F GRADEl I I I z 8"P.C. FOUNDATION WALL — — J —UPON 18"x 12"CONT. P.C. FOOTING I I I m I L WELL _ �• i I I I I WINDOW WELL ROOF L1— ASPHALT SHINGLE I I I I I 4"SLAB W/VAPOR BARRIER VAPOR BARRIER 4" x 14"LVL RIDGE BEAM I I I I I UPON 4"CRUSHED STONE 4"PLYWOOD I I I 2"x12"Ca, 16"O.C. I I I I I R-49 FOAM INSULATION I I I I I -------- -r-------------------------------LI--------------IJ---------------------------------------I- I I I I I L----------------------- L_---------- SECTION A-8 r i EXTERIOR WALL v HARDIE BOARD AND BATTON SIDING ROOF VAPOR BARRIER ASPHALT SHINGLE VAPOR BARRIER 4"PLYWOOD 2"x 6"WOOD STUD a PLYWOOD 2"x12"@16"O.C. ,. .....................:.:::::;. R-21 BATT. INSULATION i ........- SHEETROCK il... li 1 R-49 FOAM INSULATION Lo ROOF CD ® V k' li ROOF S.S. METAL ROOF ROOF BEDROOM 2; i==_ ATTIC VAPOR BARRIER BATHROOM S.S. METAL ROOF ; 4"PLYWOOD i€ I 2"x8" 16'O.C. 2„ uj VAPOR BARRIER @ 4"PLYWOOD 2"x 8"@ 16"O.C. Lay. O v � TUB LO ! i I k _....._........ I I ! i..... TERIOR'NL 3 Z. 3., 3HARDIE BOARD AND BATTON SIDING VAPOR BARRIER „ Q h I I I I 2"PLYWOOD T_ 2"x 6"WOOD STUD KITCHEN I I ; ! ' I I j I R-21 BATT.INSULATION MASTER POWDER ROOM I I r l I I ! ! I I SHEETROCK I I I BATHROOM LAUNDRY ROOM j ..................... Z II I '; k ..._.................................. i j f FRESH AIR VENT I I I I SINK DINING ROOM i i GREAT ROOM I 4°x 4"MCD COLUMN f LAV LAV z" LAV. 2' i __..._._._.... I W.C. z.. z.. DISH W.0 z., WASHER 4"x 4"MCO COLUMN I I ! [WASH ER WRAPPED IN COMPOSITE i i ! I ( I I ! I I WRAPPED iN COMPOSITEFIRST FLOOR i 3° z^ t I 3 II I I i II CO a TO APPROVED GRADE GRADE SEPTIC SYSTEM .. HOUSE TRAP .i.:i ... ............................ z 30"SONOTUBE FOOTING ( I ,. •'r `'' ` _ 30 SONOTJBE FOOTING I I •. �� k 'i' � I I L---J L---J • \ J. \, PROJECT: 2020- 306 coz :,. I 10" P.C. FOJNDATION WALL BASEMENT BASEMENT UPON 20°x12°CONT. P.C. FOOTING DRAWN BY: QMS I •'� I CHECKED BY: JC I :f DATE: FEB. 8, 2021 ......: . .. L--------- — .: SCALE: 111 = 1'-0„ 5'x5'x12" 4 4"SLAB W/VAPOR BARRIER P.C. PAD FOOTING Bldg Dept copy from ZBA PLUMBING RISER SHEET NO: UPON 4"CRUSHED STONE E/W N0.5 REBAR � Final review 4uments 13"O.C. E/W N.T.S ZBA Fil # 1 Date: �/ • SECTION B-8 REVISIONS: MAR. 3, 2021 MAY 26, 2021 RIDGEVENT LOOKOUT FRAMING EACH WINDOW TO RECEIVE(1)7116" SIMPSON CS20 x 24" RIDGE BOARD STRAP ON EACH RAFTER THICK x SIZE OF WINDOW PLUS 4" SIMPSON H2.5A ON COLLAR TIE EA.SIDE CDX PLYWOOD ROOF SHEATHING TO BE NAILED 3"O.C.ON ALL GABLE EACH OUTRIGGER ENDS,EDGES AND FIELD w/8d COMMON NAILS (2)ROWS OF 8d NAILS 0 513116" BLOCKING 4'O.C.FOR(3)BAYS ON ALL GABLE ENDS 3"O.C.STAGGERED ° ICE SHEILD UNDERLAYMENT REQUIRED ROOF RAFTER MINIMUM 2'-0"WIDE OVER LIVING SPACE INSTALL SIMPSON CS20 x 36"ON SHEATHING TO o EVERY OTHER OVER OPENING W/(18)8d NAILS OVERLAP TOP PLATE ° ° 6ii (10)10D NAILS @ EACH END(TYPICAL) ° ° APA RATED PLYWOOD TO EXTEND DOUBLE RAFTER o //./'— I VV 7 I DTH RIM JOIST TOP PLATE ° 6ii 8'_ MAX.M X. SP OF 8d NAILS O O.C.STAGGEREDws . ° ° • SOFFIT VENT 4— TOP PLATE o ° SIMPSON H2A o HURRICANE CLIP ON EACH RAFTER HEADER ° SIMPSON CS20 x 36"@ SIDES OF ° INSTALL SIMPSON CS20 x 24"EACH o ° ° OPENING FROM JACK STUD TO PLATEOR RIM JOIST w/(9)8d NAILS EACH SIDE DOOR ORnE- SIDE OF OPENING WI(9)8d NAILS 0 ° 0 WINDOWAREAS HEADER ° o SHEATHING TO BE NAILED @ BASE PLATE JACK STUDS ° 75 4"O.C.,EDGES AND FIELD. HEADER FASCIA BOARD 0 • DOUBLE TOP ° PLATE Uj Lo 0 (2)ROW OF 8d NAILS i ♦ ♦ M STUD WALL STUDS @16' O.C. `d 3'O.C. TAGGERED • Z Ue r SHEATHING STRAPPING n FLOOR PLYWOOD NAILED 4"ON EDGES w,/(9)8d NAILS EACH SIDE Z .• 513116 &TIN FIELD wi adCOM MON NAILSMEE 9 GABLE OVERHANG DETAIL � PLYWOOD SHEATHING TO COVER RIM JOIST& U NAILS AT BOTTOM OF HEADER @ 3"O.C. PROVIDE#8 WOOD SCREWS @ 12 O.C. FLOOR JOIST SILL PLATES,ABOVE&BELOWAND NAILED w/ N.T.S NAILS AT TOP OF HEADER @ 3"O.C. AROUND PERIMETER OF WINDOW (2)ROWS OF 8d NAILS 3"0 C.OR PLYWOOD C' SHEATHING TNAILS AT TOP PLATE(2)ROWS @ 3"O.C.STAGGERED W/(2)ROWS OFN8DUTT NAILS 3"0 CER( }g"SPACE) SHEATHING NAILING AT OPENINGS DOUBLE TOP PLATE J 0 1 CS STRAPS AT OPENINGS 2 Cn 3 HURRICANE SHUTTER DETAIL N.T.S N.T.S N T.S NAILING SCHEDULE(WOOD FRAME CONSTRUCTION MANUAL 2015,PAGES 149 AND 193) () To- escrlptlon Number of nails Nail Spacing Hoot Framing Rafter to top plate(Toe Nailed) 3-8d Per Rafter 2 x 6 STUD WALL PLYWOOD SHEATHING CeilingJoist to to late Toe Nailed' PP ( 1 3-8d Perloist Ceiling Joist to Parallel Rafter(Face Nailed) 6-16d Each lap Ceiling Jost Laps over Partitions(Face Nai!eo) 6-16d Each lap Collar Tie to Rafter(Face Na,'ed) 3-8d Per Tie BLOCKING IN WALLS OVER 8'-0" SIMPSON CS20 x 36"METAL STRAP @ 16"O.C.&AT Blocking to Rafter(Toe Nailed) 3-8d Each end BOTH SIDES OF EXTERIOR DOORS.WRAP AROUND SILL Rim Board to rafter(End Nailed) 2-16d Each end PLATE.USE(4)NAILS INTO SILL PLATE ON INSIDE EDGE. ANCHOR BOLT ON INSIDE EDGE OF PLATE AND(9)8d Wall Framing NAILS INTO STUDS AND BOX BEAM Top Plate to Top Plate(Face Nailed) 2-16d Per Foot Top Plate at Intersections(Face Nailed) 4-16d Joints ea.Side Stud to Stud(Face nailed) 2-16d 24"o.c. NAIL SHEATHING TO SILL PLATE Header to Header(Face Nailed) 16d 16"o.c,along edges USING(2)ROWS OF 8d NAILS @ 3"O.C. STAGGERED Top of Bottom Plate to Stud(end Nailed) 2-16d Per 2x4 Stud 3 I O I 3 O ® O FLO3-16d Per 2x6 StudOR JOIST (1)2 x 6 TREATED SILL PLATES 4-16d Per 2x8 Stud - 1- - - - - - - - - - - - - - - I o O TERMITE SHIELD AND SILL SEAL Y •• Bottom Plate to Floor joist,Band Joist,End Joist,or Blocking(Face Nailed) 2-16d Z Per Foot Cl) ® _ ___ dor Framing C O O BLOCKING _III— Joist to Sill,Top Plate or Grder(Toe Nailed) 4-8d Per Joist I Q I •a III—_— I 1=III_ Bridging to Jois t(Toe Nailed) 2-8d Each End 11-1 I I-1 I — %"DIA.x 12"A.B. 32"O.C. g ( ) 2-8d Each End I (2)#5 REBAR CONTINUOUS @ Blockin to Joist Toe Nailed Q Q Q 1 I I M I 1-1 I I— +12"FROM EACH CORNER i a I I-1 I MI W/3"x 3"x %6"WASHER Blocking to Sill or Top Plate(Toe Nailed) 3-16d each block I I 1=1 11- HOT DIPPED GALVANIZED Ledger Strip to Beam(Face Nailed) 3-16d each joist I I-1 Joist on Ledger to Beam(Toe Nailed) 3-8d perjoist _ OR STAINLESS STEEL 11- Band Joist to Joist(End Nailed) 3-16d perjoist I Band Joist to Sill or Top Plate(Toe Nailed) 2.164 per foot ■ 1 ° I ° 0 O I a�,"• . :•° ooeaIng . .. ° :° Structural Panels 8d �.a■. - - L Q 7 BUILDING CROSS SECTION Diagonal Board Sheathing 3"Edge Field ■� 3 — — — — — — — — — — I 1"x6"or 1"x8" 2-8d Per Support uppoSupport v/ C3, I 0 I 1 o N.T.S 1"x10"or wider 3-8d Per Support RIDGE - -I- - - - - - - - - - - - - - - - - - - - - -I- - I SIMPSON POST ANCHOR o I 0 1 0 CI o ABU44 Ceiling ea mg •CD ® t. C. RIDGE 1 I DG E Gypsum Wallboard 5d coolers 7"Edge/10"Field10 -- -I - - - - - � Q Q I (D I Q I 5 POST ANCHOR a ea Ing .� I_ Structural Panels 8d 3"Edge 14"Field� — I N.T.S Fiberboard Panels 0 O O I O 7116" 6d 3"Edge/6"Field W ,^ ■+ I 0Q I O O 25132" 8d 3"Edge/6"Field ��ql 3 I I IQ Ip 0 1 o I 3 —J—1 — _ _ _ L L — Gypsum Wallboard 5d coolers 7"Edge/10"Field ® C C I I I I I I HardBoard 8d 6"Edge/12"Field 0 o IoI o o IoI o I I I I Particleboard Panels � � � Ln (D I 1 I I 8a 6"Edge/12"Field I I I SIMPSON SPH4 Diagonal Board Sheathing O' STRAP 1"x6"orINT 2-8d persupport ( © - v -- -I I I 1x10'orwider 3-8d- - - - -- - - - - - - - - - - per support SIMPSON LSTA9 Floor bheathingO v STRAP Structural Panels 0 I Q I I (D 1 Q 1"or less 8d 3"Edge 14"Field F "14eld Edge" e ' 1 1 greater than 1" 10d 3i Diagonal Board Sheathirg o o I m'i I 1"x6"or 1"x8" 2-8d per support I I I 6X6STUDMINIMUM ® IN1Torwider 3-8d persupport 1 1 I I "ROOF SHINGLES: Typical Window and Door FASTNERS FOR ALL ROOF SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM L _ _I_ _ Header Strapping Detail OR COPPER ROOFING NAILS MIN.OF 12 GAUGE SHANK WITH A MIN.OF 318"HEAD ATMF1667 OF A _ _ _ _ _ _ _ _ 1 I Each Corner LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MIN.OF 314"INTO THE ROOF Q F I I Q SHEATHING,WHERE THE ROOF SHEATHING IS LESS THAN 314"THICK THE FASTNER SHALL Q 0 PENETRATE THROUGH THE ROOF SHEATHING R90526: ASPHALT ROOF SHINGLES SHALL HAVE A MINIMUM OF 6 FASTNERS PER SHINGLE. TYP.WINDOW&DOOR STRAPPING RIDGE—] N.T.S ZONE 1 ZONE 2 ZONE 3 FIELD 6"OC 12"OC 4"OC PROJECT: 2020-306 PANEL EDGES 6"OC 6"OC 4"OC NAILING REQUIREMENTS FOR 140 MPH,3 SEC. PEAK GUST, TOWN OF SOUTHOLD DRAWN BY: QMs E "'ROOF SHEATHING WITH 8D COMMON NAILS OR IOD BOX NAILS TABLE R301.2(1) CHECKED BY: JC CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA -- GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD DATE: FEB. 8, 2021 SNOW SPEED DESIGN WEATHERING FROST LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD MPH) CATEGORYDEPTH TEMP. REQUIRED SCALE: q" = 1 -0" N.T.S ROOF SHEATHING NAILING DETAIL 6 HDU11-HOEDOWN 20 PSF 140 B SEVERE 3-0' M-H s-M 11 YES NONE SHEET NO: N.T.S DESIGN CRITERIA BEING USED: 2020 INTERNATIONAL RESIDENTIAL BUILDING CODE AND 2020 UNIFORM NEWYORK STATE CODE SUPPLEMENT Bldg Dept copy from ZBA Final reviewed ocurr,ents ZBA File #—M Date: / / EXISTING TO BE DEMOLI5HED NEW PARTIAL HEIGHT — HOOD FRAME (L.O. STL. Q EXISTING TO REMAIN HHEN APPLICABLE) Q uj NEW HOOD FRAME (L-6. NEH FOUNDATION WALL J C13 STL. WHEN APPLICABLE) ('7 NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL WOOD FRAME L.G. STl_. POST FOR 4" WALLS O b7 WHEN APPLICABLE) (MIN. (2) 2"xi STRUCTURAL p POST FOR 6" HALL5), U.O.N. _ C9 0 NEN 2-HR HOOD FRAME( .OO 5Tl_. O N z O WHEN APPLICABLE) a ca U-) 0 X 0 O O 4-JCV O m Z 1C^D 21_I II � N O co u! Q O a O I_�II 1_I O" 5' I_ II ® — — ® — — ® — — — — ® (D — — — — — — — — — — — — — — — — — — — — II � wI SCREENED PATIO I -• -1 W I I I II ATI I II COVE I I � • - 2 -5 4 -I O W I_31I 1_311 OI_�11 I_311 _I al-loll I I ' -�-� M II F_ —1 ___1F --Iz - L — J C , Dw 1 _ = I I V N F-� IL FM II � _j -1 MASTER BEDROOM F.P. I I _� GREAT ROOM KITCHEN �t F — -_1nam S.F� F_ — � 1 ° I MICRO — L_ _ _ L_ _ I z _ WISP TOTAL V O L16HT=14PROV. .46 REQ✓60.64 I ( I A _� "I C/ F -W, — Q p U VENT 1.4 ✓31.0M. 1 In I U) LLLj j I. PROV.LIL _ ® z. � NpMFU- - -— — J U w g 0 z - — — W.C. I HALL FRIDGE U Z w c� c (10 1_411 —' Q I - W_ " uUmg MASTER I I m p `" ozo � O pw BATHROOM 7R UP -' o o N w N � pLu o � p �i m a H".SHE 'O d o e w FE g - F Y R NTNG ROOM — — 0 — - - Oca QVj0 0 Q w o p 2 >n LAUNDRY/ DRYER d >- w w 0 p Q � � o?j0 � F' pm II I I MUDROOM = � 2 =cdWi- W POWDER i � a � � p o U, f(1 ROOM _ -' z w W °� o v w W > Q w V p uj 2 M 2 O O O m p ow -JOE a u �Oj � � UZtgZQ CLOSET I 1-4" 8'-4" 4'-8" _ � I II I II I �� m 161-211 _T IL BENCHLii _I N Q p o 1_311 PROJECT: COVERED PATIO MELLY ® - - - - - - - - - - � - - - - � RESIDENCE 2'-3" _7'-6" 8'-6" 01 2 CAR GARAGE cv 1375 STERLING RD, CUTCHOGUE, NY 11935 — — — — — — — -- DRAWING TITLE: / I FIRST FLOOR PLAN � PAGE: = 1 - - -I F- - - A-10J. 01. DATE: 09/ /0722 2'-O" CANTILEVER 2 OF 4 1_311 a l I_311 22'-6" c =M�? AS-BUILT FIRST FLOOR PLAN SCALE: 1/4" = I'-O" r 4. °'>..'.7 715,.i�J�.s^• up lk1} (5ENERAL ERAL SNTOOO'K50L <ENr : : _ EXISTING TO BE DEMOLISHED TIAL HEI&HT WOWOD FRAME R (L.O. STL. LL9 d WHEN APPLICABLE) C) EXISTING TO REMAIN � O NEW FOUNDATION WALL W NEW WOOD FRAME (L.G. J cu STL. WHEN APPLICABLE=) m NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL •� Lr) WOOD FRAME L.G. STl_. P05T FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL p POST FOR (o" WALLS), U.O.N. C09 NEV4 2-HR WOOD FRAME(RL.O. 511-. 0 N0 O WHEN APPLIOABLE) m •cu Lo x (V O +� ' O 00m , O FLOOR PLAN NOTES � N O U) O PROPOSED SMOKE DETECTOR / CO DETECTOR: Q I. CONTRACTOR 5HALL PROVIDE CODE COMPLIANT 5MOKE /CARBON MONOXIDE COMBINATION DETECTOR HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.INSTALL ALL A5 PER MANU. SPEC.'s 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE 4.ALL EXISTING 5MOKE/CO DETECTOR5 TO REMAIN L U •— U � 4-J m ❑ _c + U c Q .— U) VAULTED CEILINGS Agkn 1 Q — — — — — — — - - - - - - - - — — — — — — — - - - '-4'�}' VAULTED CEILINGS - - - - - - - - - - - - m 9' CEILING HEIGHT /01 w Li FAA LL UP TO ROOF RAFTERS Z 3 O W a U 2 w N 0 M N m WALK-IN CLOSET O�_-J�� Z �� o w fn LL UP TO ROOF RAFTERS - o o L o = N o 151 5.F.TOTAL m w C� LL a w 0 ry Q- I LIGHT=10.5 REQJ 24.06 ry�^� CLO. I _ VENT=52 REQJ 13.04 ' O . z W N O cl' CEILING HEIGHT I FROV �- N 0 — — — — — _ _ z p o = � O – DEN/OFFICE I = w O 5 o w o =) 25 ¢,� I 1315.F. I � MaWoo0 1(1 0 Qm � oQo � SM/CO I R DN w _ a } ww0L" '"' –10" �t oEom — 2•_-��� _all _� 2gijmow, < W Q00 ww ~ aU- -' 0oa z 1=Q w BEDROOM 3 z WWcao0- � IaQ.b S.F. -' ^o w o Lu a � � Npoov°0io p Uw .i0 � ra U tnIrUZU) ZQ II oo 194b5 .TOTAL � I �8jo W r-I L =I A REW 22.46 X� I ° N PROV. 04 VENT= no./11.50 FROV. O LO. I CLO. N � 4" 5UN TUNNEL aoll C BATHROOiM P 4'-3 21 2�_6 �_� 8� L 8�_� �_6 v ROJECT. 3' �000, �_1 I_q4I ol MELLY CLb. b e I - RESIDENCE 1UB 2870 RH j TLu lu° tolu z z 2'-3" �'-6" 8'-6" I 1375 STERLING RD, 1-1 IL CUTCHOGUE, NY 11935 I� ,d DRAWING TITLE: Z d" `0 SECOND FLOOR PLAN lu BEDROOM 2 202 S.F. I 202 5.F.TOTAL LIGHT=162 REQJ 2256 FROV PAGE: VENT=8.1 REQ./1334 FROV.__j I J A-10 ■ �I I �I 0 1. DATE: 09/07/22 3 OF 4 48" 5PEN E OVERHANG w I_q 3'–q 22'-6" lei AS-BU I LT SEOONl7 FLOOR FLAN SCALE: I/4" = I'-O" W C13 cv) C\l ry ry >: CO z c: N 0 O cc Lr) C\j O 4-J 4-) c\l 4-J 0 Lo c co < ro- 4--J -0 � � � I ISI � � I � � � I � I � i I ISI -- � � 1 � I I I Il � � r � c CL L I DL )DIL t 0 - u -uj .............. z Mo �LL2 0. < LLJ -j 1-- - C.) 2Lu In a cl) =o- Z02 jo L'i Lu 0 Lz REAR ELEVATION (NORTH) zz -cw"UE u ) O.. 11 0 a 0 w 50ALE. 1/4" = 1'-011 a M 0 03 c, 02uzo .3 ci 20' W0 ' Eu':o 2 0 u- Z Is 0 a 5 o 2 E 0 0 �5622m o Ui a 02 . O <M < W000 0 Uzi 17- 92 �mwoom a9 t7, E (L EJW 0 tn- a 0 0 < W ui a a 0 _j F z w ui 2 uj 0 U) M W 2 m n o 0 0 !� a 0 ouj -jo � a omozoz < N c%j ed -q- O N PROJECT: MELLY RESIDENCE 1375 STERLING RD, CUTCHOGUE, NY 11935 DRAWING TITLE: EXTERIOR ELEVATION PAGE: m A-201.mOl. DATE: 09/07/22 4 OF REVISIONS: a�. MAR. 3, 2021 m""N L1.. , CAT '%e'w j1JI MAY 25, 2021 RiVJL� ON 101 1 1 4 A"r GENERAL NOTES: DESIGN CRITERIA: 1. ALL WORK MATERIAL AND EQUIPMENT SHALL LIVE LOAD DEAD LOAD BE IN ACCORDANCE WITH THE NEW YORK STATE UNIFORM BUILDING CODE, AND THE NEW GROUND SNOW LOAD 25 PSF. 15 PSF. YORK STATE ENERGY CONSERVATION CODE, LIVING AREAS AND DECKS 40 PSF. 15 PSF. AND LOCAL AUTHORITIES. SLEEPING AREA 30 PSF. 15 PSF. ATTIC20 PSF. 15 PSF. ATEmmwh' L1NG ROAD CUTCHUAo""' GlulE , NY 11935 1 7 5 2. ALL CONCRETE SHALL BE STONE WIND SPEED 140MPH AGGREGATE WITH A MINIMUM 28 DAY SEISMIC DESIGN CATEGORY B STRENGTH OF 3000 PSI. WEATHERING SEVERE FROST LINE DEPTH 36" 3. ALL LUMBER SHALL BE GRADE STAMPED TERMITE MOD. - HVY. DOUGLAS FIR-LARCH STRUCTURAL GRADE #2 DECAY SLIGHT OR BETTER. ICE SHEILD REQ. YES 4. PROVIDE DOUBLE HEADERS AND TRIMMERS =_ AT ALL STAIR AND FLOOR OPENINGS, POSTS NORTH AND PARALLEL PARTITIONS, EXCEPT AS NOTED ON DRAWING. 123.41 0 46 1 0011 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS N. H5 _ AND FLOOR BEAM. SPACING NOT TO EXCEED 8 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR(S) PRIOR TO ! START OF CONSTRUCTION AND ORDERING OF MATERIALS. THIS FOUNDATION HAS BEEN ! W V M DESIGNED FOR A SOIL BEARING CAPACITY OF zfn TWO (2) TSF ,AND GRADES LESS THAN 5% LLJ CONTRACTOR SHALL VERIFY THAT THESE TIONS ARE MET. ALL FILL BENEATH z CONDI .Q ! � Z CONCRETE SLABS TO BE COMPACTED TO 95% � I � � RETAIN STORM WATER RUN � RELATIVE DENSITY. �_ PURSUANT TO CHAPTER 236 UJI '®', L cn 7. DO NOT BACKFILL AGAINST FOUNDATION 0 INSTALLED. OF THE TOWN CODE, C� WALLS UNTIL FLOOR SYSTEM IS INS O Pb AP ED AS NOT D J = 8. ALL HEADERS 6 FT IN LENGTH AND OVER TO BE SUPPORTED BY DOUBLE UPRIGHTS, 9 FT -- ..% DATE: B•P•# .I AND OVER BY TRIPLE UPRIGHTS. ALL HEADERS f<! ' ! _. _ .____. . !n FEE: - BY:- COMPLY WITH ALL CO ES O V TO BE MINIMUM OF (2) 2x8 OR AS NOTED ! O yOTIFY BUILDING 'APaTMENT AT NEW YORK STATE & TOV' y ,,.5-1802 8 AM 10 4 PLM FOR THE AS REQUIRED AND CO'N' 'I , Co:DNS ; LO - 9. PROVIDE FIRESTOPPING AT ALL LEVEL 2� ' ! )!-LOWING f?SPECT O R PENETRATIONS. \ �� V. ! R1 UNDATI^vN TWO RFG�UIRED AOR POURED CONCRETE ^ PROVIDE FLASHING AT ALL ROOF BREAKS DW ' ?. j--- ROUGH - FRAMING & PLUMBING J 'o "' `10. P �° 0 3. INSULATION -;v�� Uv , ,u'T HS CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, � ` � --- 4. FINAL - C0NSThUt;70N MUS WINDOWS, DECKS, ETC. O, � '�OMPLETF +=i�1Fi C.O. ,_.._.._...__.,_.... . . .:.•: c' O COVERED PATIO ! CONSTRUCTION SHALL MEET THE 11. DO NOT SCALE DRAWINGS O. ,�QUIREMENTS OF THE CODES OF NEW • DESIGN STATE, NOT RESPONSIBLE FOR 12. DESIGN CONSULTANTS OR RECORD _ ARCHITECT-ENGINEER ARE NOT RESPONSIBLE � DESIGN OR CONSTRUCTION ERRORS. FOR THE INSPECTION, SUPERVISION, OR ADMINISTRATION OF THIS CONSTRUCTION ! PROJECT. FEDERAL, STATE AND LOCAL ZONING - _ ''� , � PLUMBER CERTIFICAT N ON LEAD CONTENT BE RE AND BUILDING CODE COMPLIANCE SHALL BE �— '� THE RESPONSIBILITY OF THE CONTRACTOR(S). SIN:; ° , CERTIFICATE DF OCCUP�''INCY - OCCUPANCY OR SOLDER USED/N VIA R PROPOSED DW i �` IS UNLAWFUL SUPPLYSYSTEM CAN T 13. DESIGNER, ARCHITECT, OR ENGINEER MUST `< �� ' I I ISE , BE NOTIFIED IN WRITING BEFORE ANY 7, ` 2 STORY CHANGES A!RE MADE TO PLANS. � `�''IfITHOU�_ CERTIFICATE Ex�EEDziOOFiI�L - D. FRAME HOUSE 14. ELECTRICAL AND MECHANICAL 7A `0 i � OF OCCUPANCY COMPONENTS TO BE DESIGNED AND SPECIFIED vQ t ! BY OTHERS. O �; ! FL UMBIN, 15. CO NTRACTOR SHALL OBTAIN ALL PERMITS ,,..° ELECTRICAL �L'_P.„,•A.�Irsr��'NEF ��' V AND INSURANCE NECESSARY TO PROTECT THE 7 ; INSIP CTit�N f�EQ411RE1� V�AIrIi 0NES(,� Q ! "fE51►I1G EC«FOR� c,'� �rJG• �. ENGINEER AND OWNER. _ I COVETED PATIO R" QU".R"D DO NOT PROCEED WITH L o ! FRMAING UNTIL SURVEY, O i ------- ! OF FOUNDATION LOCATION HAS BEEN APPROVED. _ L� LOT SIZE LOT COVERAGE \4 ! lest provide Manuals LV 14,506 S.F.� 19.99% `�, �' \ O D J and S as per v Dw ; o P � Blovrelr door 0 •— � �2'=0"CANTILEVER _ �BACK/ NYS Energy CodeHOUSE PATIO AND DECK _ and du�ct���orit� FRC}NT Y�eR s ! testing;required. � � ++ O ti c� EXISTING EXISTING ��� 0 S.F. 0 s.F. All exterior light'161 PROPOSED PROPOSED ! Installed, replacedor ! 2036 S.F. � repaired shall conf rm to Chapter 172 � 864 S.F. � '' .4x^”" O the Town Cod 0 f'C"l.P;.,, GARAGE TOTAL PROPOSED , 0 S.F. 864 GRAVEL vn--� }�}V t 1.! C6 f ' ° • '0 TOTAL ll DRIVEWAY ! lavqs 2036 S.F. � C�b. 6de- If .. � ROOF RUN-OFF � ' _ _..._..--__.._ _ – _ J.. : 2 3 2021 PROJECT: 2020-306 500 C.F. — DRAWN BY: QMS S. 085046 0011 E. CHECKED BY: JC DATE: FEB. 8, 2021 Gm Aw LIN PROPERTY LOCATED AT: SCALE: 1" = 10'-0" 1375 STERLING ROAD CUTCHOGUE, NY 11935 SHEET NO: TOWN OF SOUTHOLD SITE PLAN COUNTY OF SUFFOLK, STATE OF NEW YORK DISTRICT: 1000 SECTION: 104 BLOCK: 2 LOT: 24 ICA REVISIONS: MAR. 3, 2021 Foundation Notes: MAY 26, 2021 The contractor is to verify all measurements in the field and any discrepancies are to be brought to the Engineer prior to 4- - 8 construction. 1 - All concrete 4,000 psi after 28 days minimum. 2 - All rebar ASTM A-615 Grade 60. ------ 48'-10" 3 - Footings are to be installed on undisturbed virgin soil. The 9'-5" 9'-5" 9'-5" 9'-5" bottoms of all footings are to be installed a minimum of 3' below grade unless indicated otherwise. t 4 - All snap off form ties are to be removed and remaining openings are to be sealed/grouted. 4"x 4" MCQ POST 4"P.C. SLAB 30"SONOTUBE FOOTING —VAPOR BARRIFR (TYPICAL) 5 - The foundation contractor shall coordinate with the plumbing UPON 4"CRUSHED STONE and electrical contractors relative to installation of sleeves and REST PATIO SLAB other penetrations prior to pouring concrete. ON 2"LEDGE 8'-1 6 - Install isolation joints along foundation walls and at column and other floor penetrations. ---------------------------------------------------------------- LUU-) F 10" P.C. "'ALL 7 - Installed contraction joints in the cellar floor slab every 18' z W12"LEDGE FOR minimum. t PATIO SLAB LU 8 - Foundation excavation is not to be back filled prior to the > 4"STRONG STEEL COLUMN installation of the floor framing. W/5'x 5'x 12" 4"X 4" MCQ POST UJ LU 4"P.C. SLAB 130"SONOTUBE FOOTING— P.C. PAD FOOTING—] —VAPOR BARRIER R E/W N0.5 REBA (TYPICAL) LL: PON 4"CRUSHED STONE- 9 - Backfill along foundation walls is to be clean material and is to 13"O.C. E/W I 1 0 C) 0 be mechanically compacted in 6" lifts to 95% of maximum dry LO ..- WINDOW UJ WELL 0� 3"STRONG STEEL COLUMNS i a' density. J W/4'x 8'x 12" P.C. PAD FOOTING Cn 10 Follow cold weather concrete treatment relative to add UJ E/W NO.5 REBAR 10"P.C. WALL Wl 2"LEDGE FOR P.C.WALL 13"O.C. E/W mixtures in accordance with ACI 212.3R. Use Air-Entraining BASEMENT PATIO SLAB admixtures per ASTM C260, AASHTO M154 or Water Reducing LO 12'-6" 7'-1 ........ F-1 -9'-8 and Set- Controlling Admixtures per ASTM C494, AASHTO M 194 r%*m only. Do not use Calcium Chloride or other corrosive type, --- -------- admixtures 3.5"x 11.875"PSL GIRDER 3.5 x 19 875"PSL GIRDER 3. x 11.875"PSL GlRnD�E4 3.5; PSL L GI�Dl�R�.5"xjj75"PSL GIRD. E ---------------- L -3! S� 4'-5" _j 4"STRONG STEEL COLUMN T-4" W1 4'-6"x 4'-6"x 12" 14R UP --P.C. PAD FOOTING E/W NO.5 REBAR co 11 O.C. E/W 3.5"x 11.875"PSL GIRDER 3.5"x 11.875"PSL GIRDER 4"STRONG STEEL COLUMN 1 3"STEEL COLUMN 3"STEEL COLUMN W/5'x 5'x 12" C) c) C.0 0 W/2'x 2'x 12" 13'-S" W/3'x Tx 12" (0 b b ---J LO P.C. PAD FOOTING I 1 0 P.C. PAD FOOTING- -------P.C. PAD FOOTING WINDOW F-------------------7 7 - :5� 1 1 �q N WINDOW I E/W NO.5 REBAR E/W NO.5 REBAR E/W NO.5 REBAR - I I ___ S : WELL Ua 13"O.C. E/W C� I 1 14"O.C. E/W WELL 17"O.C. E/W "x4" MCQ POST V F t--——_______—• ——————— ------------------ -------------- 8"P.C. WALL t co I L _J -------------- I ------------- I A SIMPSON PB44 OD ------------- 1 10"P.C.WALL --------'_j OST BASE P W/2"LEDGE FOR LO PATIO SLAB L--------------------- _j ......... 4"P.C. SLAB —VAPOR BARIER ------- � ----------------------------J N UPON 4"CRUSHED STONE 30" SONO TUB Ln 4 .77-1Z i !, 4"x 4" MCQ POST i 30"SONOTUBE FOOTIN ........ (TYPICAL) .. Q �I 117_ 4"P.0 SLAB .. VAPOR BARRIER ........ Z UPON 4"CRUSHED STONE— UJ U) ............ J_ .......... ........... L0 ........... Lo 00 2 CAR GARAGE ^ PIER DETAIL 4 N.T.S foe, N Er,, 1. QJ b,I? 'T ---- --- ------------------------------------ X---------------- ---------- .. ..... L----------------------------------------- 17 L20"CANTILEVER 13'-8" 16-10" 2'-3" 18'_011 M.O. 2'-3" 5'-6" 29'-6" ------- -22'-6" PROJECT: 2020-306 DRAWN BY: QMS CHECKED BY: JC DATE: FEB. 8, 2021 SCALE:' -1" = V-0" 4 SHEET NO: PROPOSED FOUNDATION PLAN REVISIONS: MAR. 3, 2021 Framing Notes: MAY 26, 2021 The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction. Wood Framing 1. All lumber is to be No. 2 or better Douglas Fir Larch (N)with the following minimum specifications: ' "00, Fb = 825 psi t/ l f v Fv= 95 psi Fc perp = 625 psi s`5� y 5" _ __ .. 5" 9' S°' ,r" 5° / _ 9-5 - / E = 1,600,00 psi si 2. All Parallam (PSL) Lumber is to have the following minimum specifications: _--0 f6 rGTRD _ X'f6'�GTAD Ei� _ _ _�fO� GTRD EFS -- - _ _ GTRD ER----- - - M-2�x fQ-GT1 O EFS _ _ 2-x f_G-GIRD E} __.... = Fb 2,900 psi Fv = 290 psi Fc perp = 750 psi E = 2,000,000 psi Of o o °� 00 o ,/ I 3. All Microllam (LVL) Lumber is to have the following minimum specifications: N I I � `° COV R 10 SCREENED PATIO `° X `° COVERED PATIO +%' N@ II N@ N@ �,l�,� I���, pl ly - _12'-5" /j' _ - __ _ 4'-10°'_ - / �'C�`�O � - Fb = 2,600 psi � ------ - - -- - _ - - - - - ..... N o Fv = 285 psi �.:. G 3" 6'-3"--- --- �✓ -- -- O----- -- 10'-9 --------- , --- - -- ---- 15 ,:�° 8' 10" -- - '' FC perp = 750 psi (3)TWT2010 E = 1,900,000 psi NLGD6080L NLGD12080-4 (3)T V2046 I , ----- ------------- - -- - --- -x--- -- i/4,. 4. All Glued Laminated Beams (GLB) aka Anthony Power Beam are to have the -- -- �3x 11.875"LVL 5.25"x 14"PSL HEADER I I I II following minimum specifications: W to rL L Z -J ° I I DIPJ -- -� i ♦ ♦ I @ 16"O.C. V M of =-�--- �- Fb = 3,000 psi M cc)- --- _M� - - � � _ - J - _ J m o "' ----- Fv = 300 psi C, Fc perp = 805 psi W N -Z-8" / r E - 2,100,000I _ _ - _ - ps L -I L L NI �� IIz ❑ i - I 5. All beams fabricated with multiple Laminated Veneer Lumber boards,are to be W nailed/bolted in accordance with the manufactur'er's specifications. L - - � L - _ 4� L - _ � w II I (C-00 O o 0 MASTER BEDROOM - F.P. i � GREAT ROOM KITCHEN I 6. All TJls are to be installed in accordance with the manufacturer's specifications and � _ 187 S.F. shall include squash blocking and web stiffeners at bearing points on girders and -J () I I MICRO I " other load bearing areas. ...� I--- r N UU (n L _ _ J L _ _ J L _ _ J _� _ C) I 7. All straps, connectors, plates, bolts, nails, etc. are to be galvanized olr stainless / - -3: - °x° INN steel. Designated connectors, strap etc. on these drawings are made by Simpson LO - I III unless indicated otherwise. All connectors, straps etc. are to be nailed/bolted in _ N N x 187 S.F.TOTAL ~ N / I ; I accordance with the manufacturer's specifications. N LIGHT=14 96 REQ./60 64 PROV. N VENT=7.48 REQ 131.01 PROV. ti 5.25"x 11.a I �� 8. All floor sheathing is to be 23/32 inch AC type plywood, tongue andgroove, with an M .� L . - - - J L �� POST DOW ��� OST DOWN 9 YP P Y n _ (� 1.75"x 9.25' LVL HDR. S',S .,�- 75"PSL _J_- 9 - - _ - - - _ - - - --- APA an rating o 48/24 Floor sheathing hall b ed and screwed to the floor -- _ _ _ _ - -------- � -- � span �s e glued -- ----- -- - LO (2)2"x 8"HDR. (2)2" 8"HDR. �' (2)2"x 8"HDR. -- joists ( 6" O.C. edges and 12 "O.C. field . 3680 POCKET DOOR 5.25"x 11.8 5"PSL WALL I FRIDGE 'OST DOWN Z I o 1 1 4 OST Dowty I I i -OVEN J 1 9. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be _co_ I nailed with 10d common nails 6" O.C. edges and 12" O.C. field. e _ N I X .,r I I U I O) II � O I v t, 7R UP Z "_' 10.Solid blocking is to be installed every 8' max or mid span of all floor joists with (2)2"x 8"HDR. "' f I spans exceeding 8'. , j FOYER I I DINING ROOM WASHER I o I ry 11.Double joists are to be installed below parallel walls. ,- I � o o o o =d, s-a o I 12.Blocking is to be installed at all point load bearing points. m MASTER °6 ;, o ?__• LU �I 142 LAUNDRY/ DRYER ° BATHROOM, m W.C. a = 21 x MUDROOM I v 13.Walls are to be framed with 2x6 inch studs spaced 16 inches OC unless indicated ( )- \LTi I° p ° @ O 2 2"x8"HDR ^6ao ~ @ ✓ POWDER i �I � otherwise. R0091� ^/ v I m 2 2"x 10 HDR. ? „ 2)2"x 8"HD 14.All bolts nuts and washers are to be hot dipped galvanized. - ---- - ? a --- Q -- J py ---, 1(2)2"x10"HDR. Steil Notes I 12"TRANSOM WINDOW (2)TWT2810 i/• 8 I I OVER DOOR (2)TW28510 s'y 2)z - _ WALK-IN V "x8"HDR u, I I -T-4" ! 3'-4" %�/ 4'-8" 4'-8" (3) 1.75"x 11.875" LVL I (2)2"x 8"HDR. TW20310 CLOSET ♦ ♦■ L--- ---J --6 , -----9'-2 -- ___..._ . _ - 7'-10" 5' ' 4'-3° /y- ---3 /' - -- 19 * All steel is to be ASTM Specification A-992-50 BENCH °�� h 2'-9' -2 9" N ■ -- ----- * All Tube Steel ASTM A500-GR-46 a 2 2°x 10"HDR 3 1.75 x 11.875 LVL E/W 2 0.5"F.P. FLUSH 3° N ■� (2)TwT2810 �1T'C�CpI� 1011 N * All bolted connections are to be made with A-325 bolts. N III � o (2)TW28510 LL_ required per * •� U) ;/ -6'-3° ,�' 6' 3° / o jD a All welded connections are to be done by a certified welder and conform to AWS L•■ co COVERED PATIO I N IVXS Code 5. � and RISC standards. O �- 2 2"x 10"GIRDER 2)2"x 10"GIRDER (2)2"x 10"GIRDER o I Y - - -( ) - - - - - ( - - - - - - - - - - 7 -- , All weld joints are to use E70XX electrodes. •_ ---------- ------------ 11g'T.J.I. 11A'T.J.I.210 F.J. t @ 16"O.C. w @ 16"O.C. * Steel is to be cleaned and shop prime with one coat TNEMEG 37-77 W Chem - Z Prime at 2.0 - 3.0 MDF. 2 CAR GARAGE X N * y"web stiffeners are to be installed at all point load bearing points and over all = •- LO column supports. O � I .� I � _ N * All columns are to be bolted to steel girders with Y2" bolts and to wood girders with 3.5"x 11.875" PSL _ 3.5"x 11.875"PSL `' ---- -- - g g O U -------- - - -- ---------- - - %" lag bolts. r------ - --- ----� --- ------- -- -- u? I N All girder splices are to be made above columns. iA. + I �I // \\ ip I co / 3 1.75"x 14" LVL E/VJ;(2)0.625"F.P. FLUSH - �R; ,-R L - - I 18'-0"x 8'-0"GARAGE DOOR -- ---------- � -CSP- �;-.` ' 11Z„T.J.I. 210 FJ NZ - - 2'-0"CANTILEVER - - oG Z INTERIOR DOOR SCHEDULE �. 2'-3" QTY. BRAND CODE SIZE TYPE NOTES 2 BUILDER SPEC. 248OLH 2'4"x 8'0" INT. DOOR PROJECT: 2020-306 3 BUILDER SPEC. 2880RH 2'8"x 8'0" INT. DOOR 2 BUILDER SPEC. 2880LH 2'8"x 8'0" INT. DOOR DRAWN BY: QMS 1 BUILDER SPEC. 308ODBL 3'0"x 8'0" INT. DOOR DOUBLE DOOR CHECKED BY: JC 1 BUILDER SPEC. 3080RH 3'0"x 8'0" INT. DOOR STEEL FIRE-RAYED DOOR 1 BUILDER SPEC. 3080PD 3'0"x 8'0" INT. DOOR POCKET DOOR DATE: FEB. 8 2021 1 BUILDER SPEC. 3680PD 3'6"x 8'0" INT. DOOR POCKET DOOR ' 1 BUILDER SPEC. 2470LH 2'4"x TO" INT. DOOR SCALE: �" - 1'-0" 6 BUILDER SPEC. 2870RH 2'8"x TO" INT. DOOR 4 - 1 BUILDER SPEC. 287OLH 2'8"x TO" INT. DOOR SHEET NO: 1 BUILDER SPEC. 5470DBL 5'4"x TO" INT. DOOR DOUBLE DOOR PROPOSED FIRST FLOOR REVISIONS: MAR. 3, 2021 MAY 26, 2021 _ B 9'-5" f g_" �✓ 9'-5"' --- (2)2"x10"GIRDER -------- -------:--------- (2)2"x 10"GIRDER (2)2"x 10"GIRDER (2)2"x 10"GIRDER (2)2"x 10' GIRDER (2)2"x 10"GIRDER I I w 0 IX V N IN � Iv W rfoo Ln I � M zom Eil --- W r VAULTED CEILINGS I ® IzIz � U � b v' O O W O I w �W/ x x X I N v N I Ili O xI Q 1 p N I - r- I i IN W � V ° VAULTED CEILINGS U O VA /^1J� N N v I I WALL UP TO k00F RAFTERS 5.25"x .875"PSL /� STORAGE/► WALL UPI OF RAFTERS 1 i6 S F.TOTAL ATTIC $TO RAG E LIGHT=9 28 REQ/24 06 PR I M v VENT=4.64 REQ./13 04 PR � I --- •. --------- --------- ----- o M ` "' x tV _ BEDROOM 3 Uo 116 S.F. O � N )U d .._...-.- __--- — _ _ Nlb BEDROOM 2 U ° -- p - (2) 8"HDR 134 S.F. x r; — 0 _ 134 S.F.TOTAL LIGHT=10.72 REQ./22.96 PROV. VENT=5.36 REQ J 11 50 PROV �p I°x° CLO I X Do.(2)2'x8"HDR (2)2"x 0 HDR CLO. xl �O x; �O li ---- - Nj`y� 14"SUN TUNNEL C° CXW13 (2)TWT2810 2 (2)TVIJ2852N n B/1T1 IP.®4iF+ •a I r%^ � - 4' 3" -....._... .. .. 2'-6" --f- 2'-6'".._...i/ . -3'-9" ... .. .................._..... 8'-T - -- ... ..�/ ...._....._._._.. _.. 8'-7"- - 3'-5° --- — % L 13' 1 17' -------- 1 � — 2/z° ,r l 6"— � � r -------------------- ----------- ------------ --_ 8 F s ° G TUB - - -- --- --- - --- - -- - •� ® ? i I M I � ° u --- " nhe W Z Vic? z 3%I� a E. V Y Y 4 I� 7-1" I 2�„ O Q N I w I N e N 10 I I CV L I ♦ ♦ C BTI I 1 I v G FINISHED ISTORAG I N 2 FLITCH BEAM DETAIL NTS -1 0 I 01 wI y 4 I 0_ ZI UI 2 2"x h 0"HDR (2)TW2852 INTERIOR DOOR SCHEDULE FESSIQ� 48"SUSPENDED OVERHANG QTY. BRAND CODE SIZE TYPE NOTES 2 BUILDER SPEC. 2480LH 2'4"x 8'0" INT. DOOR PROJECT: 2020-306 3 BUILDER SPEC. 2880RH 2'8"x 8'0" INT. DOOR 2 BUILDER SPEC. 2880LH 2'8"x 8'0" INT. DOOR DRAWN BY: QMS 1 BUILDER SPEC, 308ODBL 3'0"x 8'0" INT. DOOR DOUBLE DOOR 1 BUILDER SPEC. 3080RH 3'0"x 8'0" INT. DOOR STEEL FIRE-RATED DOOR CHECKED BY: JC 1 BUILDER SPEC. 3080PD 3'0" x 8'0" INT. DOOR POCKET DOOR DATE: FEB. 8, 2021 1 BUILDER SPEC. 3680PD 3'6"x 8'0" INT. DOOR POCKET DOOR 1 BUILDER SPEC. 2470LH 2'4"x 7'0" INT. DOORSCALE: �11 - 11-01, 6 BUILDER SPEC. 2870RH 2'8"x 7'0" INT. DOOR 4 1 BUILDER SPEC. 2870LH 2'8"x 7'0" INT. DOOR SHEET NO: 1 BUILDER SPEC. 5470DBL 54"x 7'0" INT. DOOR DOUBLE DOOR PROPOSED SECOND FLOOR REVISIONS: MAR. 3, 2021 MAY 26, 2021 -� r-� F� F-I F-1 F-1 F L LJ LJ LJ LJ LJ J 0 0 0 o� U U RAFTER 2"x 8"R.R. `� O O U�5 2"x 5"R.R. @ 16"O.C. ,5� 00 X co 00 X TOP PLATE Una °�s N N +�� — - e Simpson LSTA30 Rid p 9 trap at each Rafter -- -� OR HEADER Simpson MTS30 Rafter Strap W at each Rafter Tail RAFTER _ \ OP PLAT . ■ , W � I CO STUD UU V Simpson H2A Hurricane Ties 0 o at each Rafter Tail J = ...I V X CV U J O O ���`` N V N 1 -- -- L J 1.75"x 14"LVL RIDGE BEAM O 4 5"x 14"LVL RIDGE BEAM STU co X \ ( T BO PLATE N � 2"x 8"R.R• \ �� 16•"O.C. RIM JOIST Of. \ `� _.- �'°' TOP �j CU PLATE i Q U U I I M CO (D N v N U I U of Simpson ST22 Strap of O 0o O J X r X N N @ — X __ — — Typical 2nd Floor Strapping Detail ♦ ♦. 2"x 12"R.R. 2"x 12"R.R. I NTS V @ 16"O.C. @ 16"O.C. I.i. N — .� LCA U U � V+ � OO 00 00 io X r—7 "' r—� N @� F—1 2"x 12"R.R. 2"x 12"R.R. L—J L J L J J @ 16"O.C. @ 1 G"O.C. w L Q w I SIMPSON LSTA36 U STRA SIMPSON LTP5 Cl) STRAP ■ J Simpson BP Ln ' X I Typical Wall and O i I Sill Strapping V r Detail 7 STRAPPING DETAILS , N.T.S t -w7r"-Z., I"F ti ZIF, 84 48"SUSPENDED OVERHANG PROJECT: 2020-306 DRAWN BY: QMS CHECKED BY: JC DATE: FEB. 8, 2021 SCALE: 4" = 1'-0" SHEET NO: PROPOSED ROOF PLAN REVISIONS: MAR. 3, 2021 MAY 26, 2021 WINDOW SCHEDULE I i CODE QTY. BRAND MAN. CODE SIZE TYPE NOTES A 2 ANDERSEN 2-TV T2810/2-TW28510 54"x 6'10" TRANSOM/DBL. HNG. CUSTOM GRILL B 1 ANDERSEN CXW13 3'0"x 3I 0II CASEMENT CUSTOM GRILL f I I C 1 ANDERSEN 2-TWT2810/2-TW2852 5'4"x 6'2" TRANSOM/DBL. HNG, CUSTOM GRILL j I I D 1 ANDER SEN2-TW2852 5'4"x 5'2" DBL. HNG. CUSTOM GRILL I j E 1 ANDERSEN TW20310 2'0"x 3'10" DBL. HNG. CUSTOM GRILL i f l m 2-TW 2 F 1 ANDERSEN 305 6'0"x 5'2" DBL. HNG. CUSTOM GRILL I I I AN251G 1 ANDERSEN 2'4"x 1'8" AWNING CUSTOM GRILL f H 1 ANDERSEN 2-TW3046 6'0"x 4'6" DBL. HNG. CUSTOM GRILL I I I f l _ W f I i I 1 ANDERSEN 2 TW24310 4 8 x 3'10" DBL. HNG. CUSTOM GRILL ' I Ij iiM J 2 ANDERSEN TWT2010/TW2046 2'0"x 5'6" TRANSOM/DBL. HNG. CUSTOM GRILL co I j j I i K 1 ANDERSEN AR281 2'8"x 1'5" AWNING NO GRILL C W B O I O \ L 1 ANDERSEN 3-TVVT2010/3-TW2046 6'0"x 5'6" TRANSOM/DBL. HNG. CUSTOM GRILL i I I t IANDERSEN M 3 T W28510 2'8"x 5'10" DBL. HNG. CUSTOM GRILL t I i i { I I I ANDERSEN N 2 S CX135 2'8"x 3'4" NO RILL A G I 1 CASEMENT � 1 t W W i i i 3 t I i I i ED OR J EXTERIOR D C O O S H ULE cn ,I r W CODE QTY. BRAND MAN. CODE SIZE TYPE NOTES I E 1 1 BUILD SPEC. N/A 4'0"x 9'0" DOUBLE ENTRY WOOD DOUBLE ENTRY a GLASS W/1'-0"TRANSOM I I 2 1 BUILD SPEC. N/A 3'0"x 6I 811 ENTRY DOOR i �s f I I Ii f 3 1 BUILD PEC. N/A WOOD ENTRY GLASS/INSWING 3'0"x 6'8"f TRY DOOR OOR WOOD ENTRYI I GLASS/OUTSWING a I A i 00 O I 1 I I fI I - 4ANDERSEN NLGD12080 12'0"x8'0" SLIDING DOOR CUSTOM GRILL 0 I 1 �' '' I _ _ 5 1 ANDERSEN NLGD6080L 6'0"x 8'0" SLIDING DOOR CUSTOM GRILL _J L 6 1 BUILD SPEC. 18'0"x 8 0" GARAGE DOOR SIMULATED CARRIAGE STYLE 4 PANEL. ROLL-UP PROPOSED SOUTH ELEVATION (FROM tn i I i W co ' I I j lEj i ! I I f ( ' � •� I i I 0 m I I � � i ; i i •� 1._ C f i i : ; t , ; ; I `�F> i � I : t i t i , , I t ' I I ' ; , I i t , ,- PROJECT: 2020-306 : DRAWN BY: QMS CHECKED BY: JC I I F=___-� I I F-- �� DATE: FEB. 8, 2021 L1L�—=—�11J SCALE: 4" = 1'-0" SHEET NO: PROPOSED EAST ELEVATION REVISIONS: MAR. 3, 2021 MAY 26, 2021 WINDOW SCHEDULE CODE QTY. BRAND MAN. CODE SIZE TYPE NOTES A 2 ANDERSEN 2-TWT281012-TW28510 5'4"x 6'10" TRANSOM/DBL. HNG. CUSTOM GRILL B 1 ANDERSEN CXW1 3 3'0"x 3'0" CASEMENT CUSTOM GRILL - -- —_— —_— C 1 ANDERSEN 2-TWT2810/2-TW2852 5'4"x 6'2" TRANSOM/DBL. HNG. CUSTOM GRILL E 1 ANDERSEN TW2031 0 2'0"x 3'10" DBL. HNG. CUSTOM GRILL F 1 ANDERSEN 2-TW3052 6'0"x 5'2" DBL. HNG. CUSTOM GRILL G 1 ANDERSEN AN251 2'4"x 1'8" AWNING CUSTOM GRILL H 1 ANDERSEN 2-TW3046 6'0"x 4'6" DBL. HNG. CUSTOM GRILL I 2-TW2431 0 1 ANDERSEN 4'8"x 3'10" DBL. HNG. CUSTOM GRILL Lo ANDERSEN TWT2010/TW2046 1 2 2'0"x 5'6" TRANSOM/DBL. HNG. CUSTOM GRILL '8;;x 1'5" AWNING NO GRILL Z Ail rRk L 1 ANDERSEN 3-TWT2010/3-TW2046 60"x 5'6" TRANSOM/DBL. HNG. CUSTOM GRILL M 3 ANDERSEN TW28510 2'8"x 5'10" DBL. HNG. CUSTOM GRILL z N 2 ANDERSEN CX135 2'8"x 3*4" CASEMENT NO GRILL Lu ul 0 j iii: 4a tI EXTERIOR DOOR SCHEDULE uj 1rr% CODE QTY. BRAND 41* "1 i�! t-F f MAN. SIZE TYPE NOTES T*P.!.__�l i 4 IL I 1 1 BUILD SPEC. N/A 4'0" 9'0" DOUBLE WOOD DOUBLE ENTRY GLASS W/1'-O"TRANSOM 2 1 BUILD SPEC. N/A 3'0" 6'8" ENTRY DOOR WOOD ENTRY GLASS/INSWING i 1 f PIN 3 1 BUILD SPEC. N/A 3'0" 6'8" ENTRY DOOR W OOD ENTRGLASS/OUTSWING Y oLJ 12'0" 8'0" SLIDING DOOR CUSTOM GRILL 4 1 ANDERSEN NLGD12080-4 6 1 18'0"x 8'0" GARAGE DOOR -SIMULATED CARRIAGE STYLE 4 PANEL ROLL-UP BUILD SPEC. N/A 1I ._. .__,-:_: iI11I�IrI �_��_I1I I--�_:_III I-_-(III-�IIII OII�-\i I IIIII IIIII �III I Ojs1i - iiIIIO t�IlIIiIiIIIIIiiIi1i IiiIi; i1i i ii teIIiiII-;ii[ iii,iiiiii �1� IIi(;III�II OIIII__il;iiii IIIIII IIIII OIiI IiI Itiiji IIiIiIA OlI1IiiIIIaIiI1 ;iI !Iff1IfIIIrif'iiII -tIIifitII iiIIIiIIiI II ii1i iiIii II;iIiIiIIIiiIiII'III(I'; iIiIi3ilI, IfIIIiIfIiIiI I{Iii PROPOSED NORTH ELEVATION (REAR C3 CN Ln cn 4.0 Lc) u ............ OM L j L_J L_ I L—i L___j I I L JL_J Ir DRAWN BY: QMS L C CHECKED BY: JC DATE: FEB. 8, 2021 1 IN I SCALE. ill - 1 1 Oil N N 4 L_L _L_j L_L _L_j SHEET NO: PROPOSED WEST ELEVATION- I "'F REVISIONS: MAR. 3, 2021 MAY 26, 2021 1.75"x 14"LVL RIDGE BEAM t S., ROOF ASPHALT SHINGLE ...................... is VAPOR BARRIER i is PLYWOOD 4 2"x12' 6"O.C. R-49 FOAM INSULATION L=j c FLOOR FINISH TORAGE PLYWOOD T.J.I.210 F.J.@ 16"O.C. q R-30 BATT. INSULATION uj U.) If r% EXTERIOR WALL ---------------- HARDIE BOARD AND BATTON SIDING ................. VAPOR BARRIER .......... z 4'PLYWOOD i w 2"x 6"WOOD STUD Lu Lu R-21 BATT. INSULATION SHEETROCK ED >- LU H 0 i........... ................................. 0 0 L ---------- uj WATERTABLE LEDGE El 2 CAR GARAGE ............... .............. 2"STONE VENEER ....................... .............. II GRADE RADE 'i::d i 8"P.C. FOUNDATION WALL T C? l WELL IVVINUU97F—T—UPON 18"x 12"CONT. P..C. FOOTING _j I I WINDOW ROOF L 1-WELL ASPHALT SHINGLE VAPOR BARRIER 4"SLAB W/VAPOR BARRIER 1.75"x 14"LVL RIDGE BEAM UPON 4"CRUSHED STONE 2"x 1-24"PLYWOOD 2"@ 16"O.C. R-49 FOAM INSULATION --------------------------- ---------------------------------Lr-------------- --------------------------------------- L---------------------------------L--------------i-----------------------------------------j SECTION A-8. EXTERIOR WALL 6 HARDIE BOARD AND BATTON SIDING ROOF VAPOR BARRIER ASPHALT SHIN PLYWOOD VAPOR BARRIER 2"x 6"WOOD STUD 4 PLYWOOD R-21 BATT. INSULATION2"x 12"@ 15"O.C. ............. () LO R-49 FOAM INSULATION 4' SHEETROCK ROOF ROOF S. . METAL ROOF > -VAPOR BARRIER BATHROOM Q ROOF BEDROOM 21 ATTIC 3": S.S. METAL ROOF 4 PLYWOOD 2'x 2" 16"O.C. uj VAPOR BARRIER 2" U) 4 PLYWOOD 2 X 81'@ 16"O.C. W C.y x y I x 2" q TUB LO 4-0 SECOND El QQR Lf) EXTERIOP\WALL 3" 2" HARDIE BOARD AND BATTON SIDING 3' 3" 0 ............. ................ 'VAPOR BARRIER PLYVVOOD 1 2"x 6"WOOD STUD KIT CHE ROOM POWDER R-211 BATT. INSULATION MASTER SHEETROCK BATH .......................... .................. LAUNDRY ROOM .................................. II17 .................. .......... ................ 2" 7i 2" FRESH AIR VENT LAV. L V 2" LAV SINK 15 < W.C. 2" DISH 2" WASHER % DINING ROOM 2" 4"x Z"MCQ COLUMN GREAT ROOM 4"x 4"MCO COLUMN )4" WASHER FW cl WRAPPED IN COMPOSITE I II I VVRAPPED IN COMPOSITE F—SH-0—W—ER-1 4 FIRST FLOOR Y 2' 3" 3 .......................... 3" Y W if Lill ' TO APPROVED X_CO e5.. _w r. GRADE SEPTIC SYSTEM .. . . . . HOUSE TRAP : :'; i I I GRADE ir .........---- z 43 30"SONOTUBE FOOTINGSONOTLIBE FOOTING IF M L J PROJECT: 2020-306 ................. 10"P.C. FOUNDATION WALL BASEMENT DRAWN BY: QMS BASEMENT UPON 20"x 12"CONT. P.C. FOOTING CHECKED BY: JC DATE: FEB. 8, 2021 F-L------- tz W. L——— SCALE: 5'x S'x 12" 4"SLAB WNAPOR BARRIER P.C. PAD FOOTING UPON 4"CRUSHED STONE E/W NO.5 REBAR 3 PLUMBING RISER SHEET NO: 13"O.C. E/VV NTS SECTION B-8- REVISIONS: MAR. 3, 2021 MAY 26, 2021 RIDGE VENT LOOKOUT FRAMING EACH WINDOW TO RECEIVE(1)7116" SIMPSON CS20 x 24" RIDGE BOARD STRAP ON EACH RAFTER THICK x SIZE OF WINDOW PLUS 4" SIMPSON H2.5A ON COLLAR TIE EA. SIDE CDX PLYWOOD ROOF SHEATHING TO BE NAILED 3"O.C.ON ALL GABLE EACH OUTRIGGER ENDS,EDGES AND FIELD wl 8d COMMON NAILS (2)ROWS OF 8d NAILS ° 513/16" BLOCKING 4'O.C.FOR(3)BAYS ON ALL GABLE ENDS 3"O.C.STAGGERED ° ICE SHETLD UNDERLAYMENT REQUIRED MINIMUM T-0"WIDE OVER LIVING SPACE ROOF RAFTER INSTALL SIMPSON CS20 x 36"ON SHEATHING TO ° EVERY OTHER OVER OPENING WI(18)8d NAILS OVERLAP TOP PLATE16 6 o _ ( o C: (10)10D NAILS @EACH END(TYPICAL) ° I — DOUBLE RAFTER APA RATED PLYWOOD TO EXTEND ° t, TO TOP OF TOP PLATE WI(2)ROWS RIM JOIST TOP PLATE ° ° 6 8'4" M X. SPAN OF 8d NAILS 3"O.C.STAGGERED SOFFIT VENT TOP PLATE o ° 1-11 SIMPSON H2A ° HURRICANE CLIP ON EACH RAFTER HEADER ° SIMPSON CS20 x 36"@ SIDES OF INSTALL SIMPSON CS20 x 24"EACH o OPENING FROM JACK STUD TO PLATE o ° ° OR RIM JOIST w/(9)8tl NAILS EACH SIDE DOOR OR SIDE OF OPENING W!(9)8d NAILS ° ° 0 WINDOWAREAS HEADER ° ° I SHEATHING TO BE NAILED @ BASE PLATE JACK STUDS ° ° 4"O.C.,EDGES AND FIELD. HEADER FASCIA BOARD ° ° DOUBLE TOP o ° - PLATE STUD (2)ROW OF 8d NAILSI Uj♦♦ ♦♦ 3"O.C. TAGGERED WALL STUDS @16"O.C. ° z ° STRAPPING SHEATHING � r' wl(9)8d NAILS EACH SIDE Z 51311tt FLOOR PLYWOOD NAILED 4"ON EDGES 6 &6"IN FIELD W 8d COMMON NAILS -- PLYWOOD SHEATHING TO COVER RIM JOIST& o GABLE OVERHANG DETAIL NAILS AT BOTTOM OF HEADER @ 3"O.C. PROVIDE#8 WOOD SCREWS @ 12'O.C. FLOOR JOIST SILL PLATES,ABOVE&BELOWAND NAILED w/ N.T,s C NAILS AT TOP OF HEADER @ 3"O.C. AROUND PERIMETER OF WINDOW _ (2)ROWS OF 8d NAILS 3"O.C.OR PLYWOOD --_— SHEATHING CAN BUTT TOGETHER( }y"SPACE) NAILS AT TOP PLATE(2)ROWS @ 3"O.C.STAGGERED WI(2)ROWS OF SD NAILS 3"O.C. CS STRAPS AT OPENINGS 2 SHEATHING NAILING AT OPENINGS HURRICANE SHUTTER DETAIL — -- DOUBLE TOP PLATE Uj Cn N.T.SN.T.S3 N.T.S NAILING SCHEDULE(WOOD FRAME CONSTRUCTION MANUAL 2015,PAGES 149 AND 193) Joint Description Number of nails Nail Spacing 0o raming 2 x 6 STUD WALL Rafter to top plate(Toe Nailed) 3-8d Per Rafter PLYWOOD SHEATHING Ceiling Joist to top plate(Toe Nailed) 3-8d Per joist Ceiling Joist to Parallel Rafter(Face Nailed) 6-16d Each lap Ceiling Joist Laps over Partitions(Face Nailed) 6-16d Each lap Collar Tie to Rafter(Face Nailed) 3-8d Per Tie BLOCKING IN WALLS OVER 8'-0" SIMPSON CS20 x 36"METAL STRAP @ 16"O.C.&AT Blocking to Rafter(Toe Naded) 3-8tl Each end BOTH SIDES OF EXTERIOR DOORS,WRAP AROUND SILL Rim Board to rafter(End Nailed) 2-16tl I Each end PLATE.USE(4)NAILS INTO SILL PLATE ON INSIDE EDGE. ANCHOR BOLT ON INSIDE EDGE OF PLATE AND(9)8d Wall Framing NAILS INTO STUDS AND BOX BEAM. Top Plate to Top Plate(Face Nailed) 2-16d Per Foot Top Plate at Intersections(Face Nailed) 4-16d Joints ea.Side Stud to Stud(Face nailed) 2-16d 24"o.c. NAIL SHEATHING TO SILL PLATE Header to Header(Face Nailed) 16d 16"o.c.along edgles USING(2)ROWS OF 8d NAILS @ 3"O.C. STAGGERED Top of Bottom Plate to Stud(end Nailed) 2-16d Per 2x4 Stud 3 1 0 I 3 3-16d Per 2x6 Stud O ® C FLOOR JOIST (1)2 x 6 TREATED SILL PLATES 4-16d Per 2x8 Stud O TERMITE SHIELD AND SILL SEAL 1 Bottom Plate to Floorjoist.Band Joist,End Joist,or Blocking(Face Nailed) 2-16d is Per Foot ® BLOCKING _ _ _ Floor Framing 1 O I O O • .a. III I_II1 I1II I I I II Joist to Sill,Top op Plate or Girder(Nailed)Toe Nailed) 4-8d Per Joist (2)#5 REBAR CONTINUOUS I I—III—I I _ %"DIA.x 12"A.B.@ 32"O.C. Bridging ( 2-8d Each End 12"FROM EACH CORNER Blocking to Joist(Toe Nailed) 2-8d Each End • y I I—III—I WI 3"x 3"x %6"WASHER Blocking to Sill or Top Plate(Toe Nailed) 3-16d each block III—III— HOT DIPPED GALVANIZED Ledger Strip to Beam(Face Nailed) 3-16d each joist —I OR STAINLESS STEEL Joist on to Ledger Beam Toe Nailed III- 9 ( ) 3-8d perjoist I I Band Joist to Joist(End Nailed) 3.164 perjoist O 1 1 O I o Band Joist to Sill or Top Plate(Toe Nailed) 2-16d per foot OO I I CD °° , .0 Hootea Ing • ° Structural Panels 8d 03 I BUILDING CROSS SECTION Diagonal Board Sheathing g 9 9 3'Edge l 4"Field 0% L — 1"x6"or 1"x8" 2-8d Per Support O O 1 03 I I i `�� RTS N "x10"or Wider 3-8d Per Support RIDGE— - -i- - - - - - - - - - - - - - - - - --- - -I- - I SIMPSON POST ANCHOR Ceiling ea Ing •� O I O 1 0 Q 1 RIDGE IDGE ABU44 Gypsum Wallboard 5d coolers 7"Edge/10"Fifield 0 0 03 I O G I 5 POST ANCHOR Wall bheathing— •� L _ I N.T.S Structural Panels 8d 3"Edge/4"Field (D Z — — — — — — — — — — — — — — Q I (D © 1 0 I Fiberboard Panels — — — — — — — —— — — — 7116" 6d 3"Edge 16"FieldW U) I 0 O O O O I 25!32" 8d 3"Edge 16"Field 1 3 I I I 0 o t o 3 ■— v — — — — — — — J — — _ — L I— — Gypsum Wallboard 5d coolers 7"Edge 110"Field! 0 3LOI I 1 I I 1 HardBoard 8tl 6"Edge/12"Field! ■ G3 03 1 D 132) 03 1 10 I G I I ( I Particleboard Panels Q I I I 1 8d 6"Edge 12"Field © 1 1 I SIMPSON SPH4 Diagonal Board Sheathing O Y STRAP 1"x6"or 1"x8" 2-8d per support ♦ ♦ C - -I- - - - - - - - - - - - - - - - V G t"x10"or wider 3-8d per support � O O SIMPSON LSTA9 oor Sheathing 1 1 STRAP Structural Panels Q I 1 Q 1 Q 1"or less 8d 3"Edge 14"Field 4 I I greater than 1" 10d 3"Edge 14"Field Diagonal Board Sheathing I I ® + 1"x6"or 1"A" 2-8d per support I 6X6 STUD MINIMUM ® 1"x10"or wider 3-8d per support 'G"'��� �(� N'- ROOF SHINGLES: 1 I 1 m Typical Window and Door FASTNERS FOR ALL ROOF SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM - -1- - -i - -I- - ® Header Strapping Detail OR COPPER ROOFING NAILS MIN.OF 12 GAUGE SHANK WITH A MIN,OF 318"HEAD ATMF1667 OF A 1 ILENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MIN.OF 314"INTO THE ROOF 30 1 r — — — — — — — — I O Each Corner SHEATHING,WHERE THE ROOF SHEATHING IS LESS THAN 314"THICK THE FASTNER SHALL 03 03 PENETRATE THROUGH THE ROOF SHEATHING R90526: ASPHALT ROOF SHINGLES SHALL HAVE A MINIMUM OF 6 FASTNERS PER SHINGLE. 8 TYP.WINDOW&DOOR STRAPPING S 1 *1 RIDGE N.T.S ZONE 1 ZONE 2 ZONE 3 FIELD 6"OC 12"OC 4"OC PROJECT: 2020-306 PANEL EDGES 6"OC 6"OC 4"OC NAILING REQUIREMENTS FOR 140 MPH, 3 SEC. PEAK GUST, - TOWN OF SOUTHOLD DRAWN BY: QMS ?"ROOF SHEATHING WITH 8D COMMON NAILS OR 10D BOX NAILS TABLE R301.2(l)� ) CHECKED BY: JC CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA -- GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD DATE: FEB. 8, 2021 SNOW SPEED DESIGN WEATHERING FROST LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD MPH) CATEGORYDEPTH TEMP. REQUIRED SCALE: 4" = 1'-0" 4 ROOF SHEATHING NAILING DETAIL �� HDU11-HOLDOWN 20 PSF 140 B SEVERE 3-01 M H S M 11 YES NONE SHEET NO: N.T.S NTS DESIGN CRITERIA BEING USED: 2020 INTERNATIONAL RESIDENTIAL BUILDING CODE AND 2020 UNIFORM NEWYORK STATE CODE SUPPLEMENT