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HomeMy WebLinkAbout50887-Z of SOUr Town of Southold * * P.O. Box 1179 io 53095 Main Rd CoUINM74 Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47100 Date: 06/02/2026 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 4452 Great Peconic Bay Blvd Laurel,NY 11948 Sec/Block/Lot: 128.4-22.2 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 03/22/2024 Pursuant to which Building Permit No. 50887 and dated: 06/28/2024 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: Additions and alterations including a finished storage basement, front covered entry, rear deck and second floor terrace to an existing single-family dwelling as applied for per ZBA#7844 dated 11/16/2023. The certificate is issued to: Mark Montifiore,Lisa Montifiore Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-24-0099 3/17/2026 ELECTRICAL CERTIFICATE: 50887 5/12/2026 PLUMBERS CERTIFICATION: Philip Swotkewicz 6/11/2025 Autho ' ed gnature TOWN OF SOUTHOLD ,�osuFFot c BUILDING DEPARTMENT y TOWN CLERK'S OFFICE "o • �,� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50887 Date: 6/28/2024 Permission is hereby granted to: Montifiore, Mark 60 W 13th St Ph B New York, NY 10011 To: construct additions and alterations to existing single-family dwelling as applied for per ZBA, Trustees & SCHD approvals. At premises located at: 4452 Great Peconic Bay Blvd, Laurel SCTM # 473889 Sec/Block/Lot# 128.-4-22.2 Pursuant to application dated 3/22/2024 and approved by the Building Inspector. To expire on 12/28/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,055.50 CO-ADDITION TO DWELLING $100.00 Total: $1,155.50 Building Inspector *pE SO(/T�olo Town Hall Annex Telephone(631)765-1802 54375 Main Road N P.O.Box 1179 Southold,New York 11971-0959 COU '� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Mark Montifiore Address: 4452 Great Peconic Bay Blvd city: Laurel St: NY zip: 11948 Building Permit#: 50887 Section: 128 Block: 4 Lot: 22.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Johnson Electrical License No: 58338ME SITE DETAILS Office Use Only Commercial Indoor X Basement X Service X Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor X Hot Tub EV Charger New X Addition Attic X Spa Generator Survey Mezzanine Garage Dock INVENTORY Service 1 ph X In-wall Heater Recpt 88 Ceiling Fixtures 15 Smoke Detectors 6 Pump Service 3 ph Hot Water Gas GFCI Recpt 24 Wall Fixtures 10 CO Detectors Heater Main Panel 150X2 A/C Condenser 2 Single Recpt RecessdFixtures 135 Combo Smoke/CO 4 Transformer Sub Panel 100A A/C Blower 2 Range Recpt Dua Ceiling Fan 3 Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt 30A UC Lights 16' Fridge 1 AutoCover ARC 26 Blower Heads Switches 46 Pucks Lights Dishwasher 1 Mini Fridge GFI SepticDisconnect 1 Emrgency Strobe 4'LED Microwave 1 Garbage Disp. ARC/GFI 35 ERV 1 Exit Lights Bath Exhaust 6 Hood 1 Dehumidifier Other Equipment: Notes: Two Story House w/ Finished Basement Inspector Signature: Date: May 12, 2026 xol ; � o Town Hall Annex f� � �t;;�+ `Celcohone(f31)765-1802 54775 A4ctin Roa.i �t t., vax (,i 1 h Southold.NY t1971=Q959 .., .irr;r'n? 1' J U N - 2 2026 �a'.a BUILDING f)1 t>ARTMENT `170WN QF SOUTHOLD D!A11.€"no DzapnrtmeiI t CE,RTIEICATION Date: Building Permit No. � w.— Ommer. Aadc'r L-.&,OL ,(Please print) Plumber , kl'h 0 (Please print) I certify that the solder used in the Water supply'system contains,less than 2/10 of I% lead. (P111mbers Signatute) � Sworn to before me this day of, GARY T,:LUKACHINSKI Notary Public,_^ 1k()unty INOTARY.PUBLA STATE OF NEW YORK RegletmOon No.OILUS032375 QualMed in.Suffoik County Comminlon Expires August 22,20 hO�aOE SOUIyO� V # # TOWN OF SOUTHOLD BUILDING DEPT. "cou 631-765-1802 INSPECTION [ FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] . FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �. �"�IS 'L PZow oe DATE INSPECTOR OF SOOIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. °y o�m,�i� 631-765-1802 INSPECTION [ ] FOUNDATION 1.ST/ REBAR [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION/CAULKING FRAMING /STRAG [ ] FINAL [ ] FIREPLACE & CHIMNEY [ .] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION . [ ] PRE C/O [ ]. RENTAL REMARKS_ DATE .INSPECTOR �o,*pF SOGTyO� TOWN. OF SOUTHOLD BUILDING :DEPT. �norm� 631-765-1802 I" NSPECPON' [ ] FOUNDATION 1ST/REBAR [ ROUGH PLBG. [ ] FOUNDATION 2ND [- ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: �s�llej ote�f 6000, DATE INSPECTOR SOUTyo�o # # TOWN OF SOUTHOLD BUILDING DEPT. "IOU 631-765-1802 INS PECTION [ ] FOUNDATION 1 ST/ REBAR [ UGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FI RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: (ov+ mo(t DATE INSPECTOR SOUTyo6 , DEW. # TOWN OF SOUTHOLD BUILDING DEP�'. cou 631-765-1802 'INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE &CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] --FIRE RESISTANT PENETRATION [�(] ELECTRICAL (ROUGH) [/] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]: PRE C/O [ ] RENTAL. REMARKS: YQ��5P Zl\ t DATE 071)5 I N SPECTOR pf SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. `ycoo 631-765-1802 �-oqa-INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ .FINAL [ ] . FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R ARKS: 1 2s�/✓(/ 3 ' DATE 1 INSPECTOR �. OF 50UTyolo ��'�V � L4 y ✓� ���� # * TOWN OF SOUTHOLD BUILDING DEPT. IOU M10,o 631-765-1802 INS)PECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: -t /Ouse �IAJAVt,' � �' �C- -Gl< DATE INSPECTOR ` \ OF SO " �o�� y oaf # # WN 0 SOUTHOLD WILDING DEPT. lcou 631-765-1802 INSPECTION ' [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISIANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL FI [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 4, ' ..�� DATE INSPECTOR _��' S E P 2 4 2025 Co. NEW YORK BUILDING a 1 E C H N O L O G Y T R O U P BuIldinrl. Department Affidavit Of 2020 NYECCC Compliance Date: 6/17/2TflpSn of Southold Inspection Address: 4452 Peconic Bay Blvd, Laurel, NY 11948 This is to Certify that on 6/13/2025 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: 3266 Blower Door Test Result: _ 1265. Conditioned Volume: 1 48272 ILeakage in ACH50: I1.57 402.4.1.2 2020 ECCC Compliance: PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, and meets the minimum requirement of:<4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: Bsmt Leakage CFM@25: Exempt Supply R-value: N/A Return R-value I N/A System 2: conspace Leakage CFM@25: Exempt Supply R-value: N/A lReturn R-value I N/A System 3: Leakage CFM@25: Supply R-value: lReturn R-value Total Combined Leakage: I Exempt CFM@25 Leakage Limit: I I 130.64 JCFM@25 EXCEPTION-All ductwork and air handler is located within the building thermal envelope 403.3.3 2 2020 ECCC Compliance: PASS Mechanical Ventilation: As Tested: 126 Required: 78 M1507 Compliance 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 s - Provider ID#:1998-072 omTue Baccarella r 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 Envelope Leakage Test T, E'C Testing Company: Technician: THE ENERGY CONSERVATORY Name: NY Building Technology Group Name: Tom Baccarella Address: 159 Rt. 25A Credentials: Resnet 3587347 Miller Place, NY 11741 Email: Info@nybtg.com Phone: 6314950289 www.NYBTG.com Building Information: Customer Information: Project ID: 4452 Peconic Bay Name: Address: 4452 Peconic Bay Boulevard Address: Laurel, New York 11948 Geo-Tag Data: Latitude: 40.962388 Longitude: -72.544741 Ti mestam p: 2025-06-1311:19:54 Measured Leakage: --- ACH50 Test ID: multipoint Purpose of Test: NY IECC 15 Env. Leakage Measured CFM50: 1,265.6 (+/- 1.5%) Effective Leakage Area: 65.7 in Building Volume: 0.0 ft3 Enclosure Surface Area: 0.0 ft2 Coefficient(C): 91.1 (+/- 10.8%) Exponent (n): 0.673 (+/-0.030) Correlation Coefficient: 0.99902 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 68 OF Post Indoor Temp: 68 OF Pre Outdoor Temp: 72 OF Post Outdoor Temp: 72 OF Altitude: 0.0 ft Time Average Period: 10 seconds Test Date and Time: 2025-06-1311:32:43 2000 i {_.___E i I m Depressurize I E � ! } rn 800 co ( ! t 1 Y 700 cD 600._ rn 500.. .. _ ! ... !... . } I 4 5 6 7 8 910 20 30 40 50 6070 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa), Bldg(Pa), AM Bldg(Pa), Fan (Pa), Flow (cfm), Config Baseline 1.0 -60.0 -60.0 -61.3 -63.6- 1,439.3 Ring A -54.0 -52.9 -54.3 -51.6 1,300.6 Ring A -48.0 -46.8 -48.1 -46.0 1,229.9 Ring A -42.0 -41.3 -42.7 -40.0 1,148.3 Ring A -36.0 -34.1 -35.4 -31.0 1,013.8 Ring A -30.0 -28.5 -29.8 -221.9 881.9 Ring B -24.0 -23.6 -24.9 -174.4 782.7 Ring B -18.0 -16.7 -18.0 -112.3 629.4 Ring B Baseline 1.7 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 6102 Calibration Date: 2025-03-18 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.10.2 (3), © 2025 The Energy Conservatory, Inc. Page 2 of 2 2020 NYECC Certificate 4452 Peconic .Bay Blvd, Laurel Building Envelope Insulation Ceiling: Above Grade Walls: Foundation Walls: Exposed Floor: Slab: Window Data U-Factor SHGC Mechanical Equipment Heat: AFUE= Type: Cool: SEER= Type: DHW: EF= Type: Builder or Desi o sional Signature: Building Envelope Testing Infiltration: 1265.6 CFM @ 50 Pascals Infiltration Volume: 48,272 cu ft Duct 1 Exempt Duct2 Exempt Duct4 Duct3 ------- ------- Total Duct Leakage within thermal envelope HERS Rater Signature: Thomas Baccarella Rater#: 3587347 New York Building Technology Group Test Date: 06/13/2025 PLEASE READ This is your compliance certificate. In accordance with NYS code, this decal should be placed on or near the electrical panel or in the utility room near the boiler. Our inspector filled out all information that was relevant for our inspection. Please have the appropriate contractor fill out any remaining information before installing. Instructions from the IECC R401.3: A permanent certificate shall be completed by the builder or registered design professional and posted on a wall in the space where the furnace is located, a utility room or an approved location inside the building. Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NEW YORK BlUILOI ;NG TECH N0 'L0G.Y GROUP Project Site: 4452 Peconic Bay Blvd Laurel, NY 11948 Whole House Mechanical Ventilation System What You Need to Know: The NYS building code(R303.4) requires whole house mechanical ventilation in all new homes. New homes are designed to be as air tight as possible in order to conserve energy. Because of this, it's possible for the home to become stale and unhealthy when windows and doors are kept closed for long periods of time. The whole house mechanical ventilation system is designed to provide the minimum amount of safe and clean breathing air for occupants during those periods.Since the fan is not affected by wind,drafts,or stack effect,the maximum amount of energy savings is possible while still having a safe home through the use of mechanical ventilation. Your home is equipped with Lutron timers on 5 of the bathfans. In order to ensure adequate fresh air and ventilation to meet minimum code requirements,installed timers need to be set to run as noted below. 37 min per hour or ;- ; 15 hours per day il'1 s HVAC Design Calculation in accordance with ACCA Manual J,D,& S Manual J Eighth Edition V.2 For 4452 Peconic Bay Blvd, Laurel, NY 11948 /ssac-Rae Studio 11575 Main Bayview Road Southold NY 11971 (347) 276-6093 NEW YORK 6 IGROUP BUILDING LECHNQLOGY Prepared by:Thomas:Baccarella in accordance with ACCA Manual J St"-edition,V2 Signature _ _ Date: 01/16/2024 Disclaimer New York Building Technology Group Inc. Disclaimer Clause for Manual J, S and D load, design calculations and equipment selection This document is intended as a preliminary design document for permitting purposes only. All information, calculations and other items appearing in this document are based on the blue prints provided by the client, NYS code, ACCA design guidelines, and/or using default interior design loads. These loads are subject to change based on the specific requirements of the occupants. Any changes to design loads should be made using ACCA design guidelines and documented according to the guidelines of the building dept. The design professional and/or a contractor may alter the design and/or installation as they see fit based on site conditions. These changes must be in accordance with ACCA guidelines and New York State residential building code. New York Building Technology Group Inc. shall not be liable for any damages, losses, expenses or other liabilities whatsoever arising in connection with the use of, or inability to use, the herein calculation documents by any party, or in connection with any failure of performance, error, omission, interruption, defect, suspension, delay in operations in the use or interpretation of this document, whether or not New York Building Technology Group Inc. has been advised of the possibility of such damages, losses, expenses or liabilities. New York Building Technology Group Inc. makes no warranty, statement or representation with the use of this document or with respect to the accuracy, completeness, or usefulness of the information, calculations and other items contained herein. 159 Route 25A Building 1 Suite B Miller Place,NY 11764 Telephone: 631 495-0289 Fax:631 389-2808 Email: Gene@nybtg.com Revised August 30,2017 Manual S Compliance Report Job: 3436 NEW YOflK r BUILDING Date: Dec 15,2023 1,:o °" 1st Floor-exist By: Tom Baccarella New York Building Technology Group 159 Rt25A Bolding 1 Sllte B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.00m Web:www.NYBTG.com Project • • For: 4452 Peconic Bay Blvd,Laurel,NY 11948,Issac-Rae Studio 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)276-6093 Email:margot@isaac-rae.com Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 34605 Btuh Entering coil DB: 75.9°F Outdoor design WB: 71.7°F Latentgain: 5867 Btuh Entering coil WB: 63.5'F Indoor design DB: 75.0°F Total gain: 40472 Btuh Indoor RH: 50% Estimated airflow: 1211 ctin Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Rheem Model: RA1642AJ1NA+RH1V4821STANJA Actual airflow: 1211 cfm Sensible capacity: 33278 Btuh 96%of load Latent capacity: 6900 Btuh 118%of load Total capacity: 40177 Btuh 99%of load SHR: 83% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 37627 Btuh Entering coil DB: 66.8°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas boiler Manufacturer: Weil-McClain Model: ULTRA230-CT Actual airflow: 1211 cfm Output capacity: 42000 Btuh 112%of load Meets all requirements ofACCA Manual S. -�- wrightsoft- 2024-Jan-1613:16:54 ^, .M„•�•,�.e„ x.w..,�mwM Rigtt-Sdte®Uriversal202323.0.05RSU26095 /�� Page 1 c Bay BIvd14452_Pecorrc_Bay_Blvd_Permilbng.rrp Calc=MJ8 Frort Door faces:NW } ■ Manual S Compliance Report Job: 3436 NEW YORK IBuILDING Date: Dec 15,2023 2nd Floor- NEW By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bulding 1 Srete B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com Project • • For: 4452 Peconic Bay Blvd,Laurel,NY 11948,Issac-Rae Studio 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)276-6093 Email:margot@isaacrae.com Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 14051 Btuh Entering coil DB: 75.0°F Outdoor design WB: 71.7°F Latentgain: 250 Btuh Entering coil WB: 62.5°F Indoor design DB: 75.0°F Total gain: 14302 Btuh Indoor RH: 50% Estimated airflow: 600 dim Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Rheem Model: RA1618AJ1NA+RH1V2417STANJA Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 90%of load Latent capacity: 5400 Btuh 2156%of load Total capacity: 18000 Btuh 126%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 13098 Btuh Entering coil DB: 72.0°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas boiler Manufacturer: Weil-McClain Model: ULTRA230-CT Actual airflow: 600 cfm Output capacity: 18000 Btuh 137%of load Meets all requirements ofACCA Manual S. -*- =!!Fhtsoft- 2024-Jan-1613:16:54 •M.*•�• A.w.w�m Rigtd-Sute®Uriversal202323.0.05RSU26095 Page 2 CA...c Bay BlvdW452_Pecoric_Bay_Blvd_Permitdrg.rLp Calc=MJ8 Frort Door faoes:NW a s Load Short Form Job: 3436 NEW YORK IRU LDI°"NG Date: Dec 16,2023 Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bulding 1 SUte B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:wm.NYBTG.com Project • • For: 4452 Peconic Bay Blvd,Laurel,NY 11948,Issac-Rae Studio 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)276-6093 Email:margot@isaac-rae.com Design Information Htg Clg Infiltration Outside db(°F) 16 84 Method Simplified Inside db('F) 72 75 Construction quality Tight Design TD(°F) 56 9 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latentcooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfrn Airflowfactor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Staticpressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load CIg load Htg AVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) (Unconditioned) p 72 0 0 0 0 1st Floor-exist d 2140 30884 33491 1211 1211 2nd Floor-NEW d 933 13098 14051 600 600 Entire House d 3145 43982 47252 1811 1811 Other equip loads 6743 1114 Equip.@ 0.89 RSM 43190 Latent cooling 3739 TOTALS 3145 50725 46929 1811 1811 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -*- wrilghtsoft® 2024-Jan-1613:16:54 +M*.k•��ry-wb.•,�maM Right-Sute@Uriversal202323.0.05RSU26095 Page ACCA c Bay Blvdl4452_Pec°nic Bay_Blvd_PermitUM.np Calc=MJ8 Frort Door faces:NW q a Load Short Form Job: 3436 NEW YORKI BU Iu;DING Date: Dec 15,2023 1st Floor-exist By- Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 Slue B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com Project • • For: 4452 Peconic Bay Blvd,Laurel,NY 11948,Issac-Rae Studio 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)276-6093 Email:margot@isaac-rae.com Design Information Htg Clg Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 56 9 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/Ib) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model ULTRA230-CT Cond RA1642AA NA AHRI ref 5677849 Coil RH1V4821STANJA AHRI ref 7942889 Efficiency 94.1 AFUE Efficiency 13.0 EER,15.5 SEER Heating input 42000 Btuh Sensible cooling 29050 Btuh Heating output 42000 Btuh Latentcooling 12450 Btuh Temperature rise 32 °F Total cooling 41500 Btuh Actual airflow 1211 cfm Actual airflow 1211 cf-n Airflowfactor 0.039 cfm/Btuh Airflowfactor 0.036 cim/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area Htg load Clg load Htg AVF ClgAVF OF) (Btuh) (Btuh) (cfm) (cfm) Art/Book Nook 95 2936 1662 115 60 Bed 170 2691 2199 106 79 Bed 1+2 Bath 72 468 62 18 2 Bed 2 155 1609 1661 63 60 Dining Rm 149 1251 2173 49 79 Entry Closet 20 0 0 0 0 Entry Hall 143 2417 2040 95 74 Former Master Bed 244 3971 3518 156 127 FormerMaster Bath 104 1534 817 60 30 Ktchen 237 4746 6849 186 248 Laundry 42 0 0 0 0 Living Rm 248 3448 6005 135 217 Lower Hall 150 951 216 37 8 Mud Rm 62 1453 1217 57 44 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrlghtsoft- 2024-Jan-1613:16:54 +-•k• ••�-•.�mM•, Right-Sate®Urrversa1202323.0.05RSU26095 Page 2 ACM cBay8lvd14452_Pecoric_Bay_Blvd_Permitfing.rp Calc=MJ8 Frort Door faces:NW Office 221 3410 5072 134 183 Pwdr Rm 29 0 0 0 0 1 st Floor-exist d 2140 30884 33491 1211 1211 Other equip loads 6743 1114 Equip.@ 0.89 RSM 30902 Latent cooling 5867 TOTALS 2140 37627 36769 1211 1211 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. - rk- wrightsoft- 2024-Jar0613:16:54 ^, •�rt.� nw .., ,.,,., Right-Srrite®Uriversal2o2323.0.05RSU26095 ACC 6 Page 3 ...c Bay Blvdkt452_Pecoric Bay_Blvd_Permilbrg.nQ Calc=MJ6 Frord Door faces:NW Load Short Form Job: 3436 NEW YORK IB^UIuLDING Date: Dec 15,2023 2nd Floor- NEW By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 Srlte B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com Project • • For: 4452 Peconic Bay Blvd,Laurel,NY 11948,Issac-Rae Studio 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)276-6093 Email:margot@isaac-rae.com Design Information Htg cig Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD('F) 56 9 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model ULTRA230-CT Cond RA1618AJl NA AHRI ref 5677849 Coil RH1V2417STANJA AHRI ref 7940566 Efficiency 94.1 AFUE Efficiency 13.0 EER,16 SEER Heating input 18000 Btuh Sensible cooling 12600 Btuh Heating output 18000 Btuh Latentcooling 5400 Btuh Temperature rise 27 °F Total cooling 18000 Btuh Actual airflow 600 cfrn Actual airflow 600 cfm Airflowfactor 0.046 cfmBtuh Airflowfactor 0.043 cfrn/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.98 ROOM NAME Area Htg load Clg load HtgA/F CIgAVF (T) (Btuh) (Btuh) (cfm) (cfm) Landing 137 2359 3679 108 157 Listening Rm 248 3888 3840 178 164 Primary Bath 149 2128 1188 97 51 Primary Bed 225 3820 5152 175 220 Primary WIC 65 310 67 14 3 Storage/Mech 50 422 82 19 4 Upper Stairs 58 171 42 8 2 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. - wrightsoft- 2024-Jam1613:16:54 Right-Sute@Universal202323.0.05RSU26095 Page ACCA c Bay BlvdW452_Pecorrc Bay_Blvd_Permitting.rup CaIc=MJ8 Frord Door faces:NW 2nd Floor-NEW d 933 13098 14051 600 600 Other equip loads 0 0 Equip.@ 0.89 RSM 12548 Latent cooling 250 TOTALS 933 13098 12798 600 600 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft® 2024-JarA 613:16:54 � • ww-•.�mw•, Righ-Sute®Uriversal202323.0.05RSU26095 Page ...c Bay BlvdW452_Pecordc_Bay_Blvd_Permimrg.rup Calc=MJ8 Frort Door faces:NW i 1 Project Summary Dec Job: NEW YORK R 01;DING Date: Dec Ba care ° Entire House By2023 Tom Bacarella New York Building Technology Group 159 Rt 25A BUldirg 1 Sute B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com _"ect Information For: 4452 Peconic Bay Blvd,Laurel,NY 11948,Issac-Rae Studio 11575 Main Bayvrew Road,Southold,NY 11971 Phone:(347)276-6093 Email:margot@isaac-rae.com Notes: Design Information Weather: Brookhaven,NY,US Winter Design Conditions Summer Design Conditions Outside db 16 °F Outside db 84 'F Inside db 72 °F Inside db 75 'F Design TD 56 'F Design TD 9 'F Daily range L Relative humidity 50 % Moisture difference 32 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 42376 Btuh Structure 46824 Btuh Ducts R-6.0) 1606 Btuh Ducts(R-6.0) 428 Btuh Central vent(109 cfm) 6743 Btuh Central vent(109 cfm) 1114 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 50725 Btuh Use manufacturer's data n Rate/swin multiplier 0.89 Infiltration Equipmen�sensible load 43190 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 3031 Btuh Ducts 708 Btuh Central vent(109 cfm) 2378 Btuh Heating Cooling Area(ftz) 3073 3073 Equipment latent load 3739 Btuh Volume(fP) 27562 27562 Airchanges/hour 0.17 0.07 Equipment Total Load(Sen+Lat) 46929 Btuh Equiv AVF(cfm) 80 32 Req.total capacity at 0.70 SHR 5.1 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latentcooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 tfm Airflowfactor 0 cfm/Btuh Airflowfactor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -Pk- wrightsoft°° 2024-Jarr1613:16:54 . •M•� w^•-��w^• Right-SLi"Uriversal202323.0.05 RSU26095 Page t . cBayBlvd14452_Pecorrc_Bay_Blvd_Permitting.rup Calc=MJB Frort Door faces:NW 3436 Project Summary Job: Dec NEW YOflK�B OILDING Date: Dec Ba 2023 care °°' 1st Floor-exist By: Tom Baccarella New York Building Technology Group 159 Rt25A Bolding 1 SLite B,Miller Place,NY11764 Phore:631-495-0289 Email:Tam@rrybtg.com Web:www.NYBTG.com Project • • For: 4452 Peconic Bay Blvd,Laurel,NY 11948,Issac-Rae Studio 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)276-6093 Email:margbt@isaacrae.com Notes: Design Information Weather: Brookhaven,NY US Winter Design Conditions Summer Design Conditions Outside db 16 °F Outside db 84 °F Inside db 72 °F Inside db 75 °F Design TD 56 °F Design TD 9 of Daily range L Relative humidity 50 % Moisture difference 32 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 29278 Btuh Structure 33061 Btuh Ducts(R-6.0) 1606 Btuh Ducts(R-6.0) 430 Btuh Centralvent(109 cfm) 6743 Btuh Central vent(109 cfrn) 1114 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 37627 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 30902 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 2781 Btuh Ducts 708 Btuh Central vent(109 cfm) 2378 Btuh Heatingg Cooling Outside air Area(ftz) 2140 2140 Equipment latent load 5867 Btuh Volume(ffP) 19262 19262 Airchanges/hour 0.16 0.06 Equipment Total Load(Sen+Lat) 36769 Btuh Equiv AVF(cfm) 51 21 Req.total capacity at 0.70 SHR 3.7 ton Heating Equipment Summary Cooling Equipment Summary Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model ULTRA230-CT Cond RA1642AJl NA AHRI ref 5677849 Coil RH1V4821STANJA AHRI ref 7942889 Efficiency 94.1 AFUE Efficiency 13.0 EER,15.5 SEER Heating input 42000 Btuh Sensible cooling 29050 Btuh Heating output 42000 Btuh Latent cooling 12450 Btuh Temperature rise 32 °F Total cooling 41500 Btuh Actual airflow 1211 cfm Actual airflow 1211 cfm Airflowfactor 0.039 cfm/Btuh Airflowfactor 0.036 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.86 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. nri0fttsoft- 2024-Jart1613:16:54 A AM^°• Right-SoteoDUrnversal202323.0.05RSU26095 Paget ACCc Bay BlvdW452_Pecordc Bay_Blvd_Permitrg.np Calc=MJB Front Door faces:NW Project Summary Job: 3436 1 Date: Dec 15,2023 NEW YORK le oiuioio� 2nd Floor-NEW By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 SLite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com Project • • For: 4452 Peconic Bay Blvd,Laurel,NY 11948,Issac-Rae Studio 11575 Main Bayvlew Road,Southold,NY 11971 Phone:(347)276-6093 Email:margot@isaao•rae.com Notes: Design Information Weather: Brookhaven,NY US Winter Design Conditions Summer Design Conditions Outside db 16 °F Outside db 84 'F Inside db 72 °F Inside db 75 'F Design TD 56 °F Design TD 9 °F Daily range L Relative humidity 50 % Moisture difference 32 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 13098 Btuh Structure 14051 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh none Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 13098 Btuh Use manufacturer's data n Rate/swing multipplier 0.89 Infiltration Equipment sensible load 12548 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 250 Btuh Btu Central vent(0 cfm) 0 Btuh Heatingg Cooling (none) Area(ffz) 933 933 Equipment latent load 250 Btuh Volume(ft3) 8300 8300 Airchanges/hour 0.21 0.08 Equipment Total Load(Sen+Lat) 12798 Btuh Equiv AVF(cfm) 29 11 Req.total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model ULTRA230-CT Cond RA1618AJl NA AHRI ref 5677849 Coil RH1V2417STANJA AHRI ref 7940566 Efficiency 94.1 AFUE Efficiency 13.0 EER,16 SEER Heating input 18000 Btuh Sensible cooling 12600 Btuh Heating output 18000 Btuh Latentcooling 5400 Btuh Temperature rise 27 °F Total cooling 18000 Btuh Actual airflow 600 cfm Actual airflow 600 cfm Airflowfactor 0.046 cfm/Btuh Airflowfactor 0.043 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.98 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -OpF wrightsoft- 2024-Jan-1613:16:54 A ^M -�6mw Right-Sute®Uriversal202323.0.05RSU26095 Page ACC' ..cBayBlvdW452_Pecoric_Bay_Blvd_Permittirg.np Calc=MJ8 Front Door faces:NW AED Assessment Job: 3436 NEW YORK BUILDING Date: Dec 15,2023 � ° Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 Slite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com Project • • For: 4452 Peconic Bay Blvd,Laurel,NY 11948,Issac-Rae Studio 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)276-6093 Email:margot@isaacrae.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY,US Indoor temperature(T) 72 75 Elevation: 82 ft Design TD(°F) 56 9 Latitude: 41°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(T) - 15 ( L ) Wet bulb(T) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 35,000 30,000 25,000 3 20,000 a 15,000 10,000 5,000 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour I Day wiuy /Aw i—hurd Maximum hourly glazing load exceeds average by 17.4%. House has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh wrigghtsoft, 2024-Jan-1613:16:54 i� A.1--1 1 w wm Right-Sutee@)Uriversal 2023 23.0.05 RSU26095�"" �"' Page 1 cBayBlvd\4452_Pecoric Bay_Blvd_Permitting.rup Calc=MJS Front Door faces:NW � l AED Assessment Job: 3436 NEW YORK*IBUILDING° Date: Dec 15,2023 °`" 1st Floor-exist By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bulding 1 Sute B,Miller Place,NY11764 Ptorw 631-495-0289 Email:Tom@rybtg.com Web:www.MTG.com Project • • For: 4452 Peconic Bay Blvd,Laurel,NY 11948,Issao-Rae Studio 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)276-6093 Email:margot@isaao-rae.com Design Conditions Location: Indoor. Heating Cooling Brookhaven,NY US Indoor temperature(T) 72 75 Elevation: 82 ft Design TD(T) 56 9 Latitude: 41°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 25.3 32.1 Dry bulb(T) 16 84 Infiltration: Daily range(T) - 15 ( L ) Wet bulb(T) - 72 Wind speed(mph) 15.0 7.5 Test forAdequate Exposure Hourly Glazing Load 22,000 26,000 18,000 16,000 14,000 12,000 10,000 8,000 6,000 4,000 2,000 0 8 9 10 11 12 13 14 15 16 17 18 19 20 H°or of Day A.e.go /AFnuon Maximum hourly glazing load exceeds average by 12.8%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh =1g17tSOft- 2024-Jan-1613:16:54 AM;*• �� -..�mw•, Rigtt-Sute@)Uriversa12O2323.0.05RSU26095 Paget c Bay BlvdW452_Pecoric Bay_Blvd_Permitfing.np Calc=MJ8 Frort Door faces:NW AED Assessment Job: 3436 NEW YORK-*I B II.L. NG Date: Dec 15,2023 2nd Floor- NEW By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 Sute B,Miller Place,NY11764 Phone:631495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com Project • • For: 4452 Peconic Bay Blvd,Laurel,NY 11948,Issas Rae Studio 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)276-6093 Email:margot@isaac-rae.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY US Indoor temperature(T) 72 75 Elevation: 82 ft Design TD(T) 56 9 Latitude: 41°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 25.3 32.1 Dry bulb(T) 16 84 Infiltration: Daily range(T) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Diversity Hourly Glazing Load 14,000 12,000 10,000 8,000 u 6,000 4,000 2,000 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day i w°r i A. i Aeocm Maximum hourly glazing load exceeds average by 32.7%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 288 Btuh (PFG-1.3*AFG) W t'Ightsoft- 2024-Jarr1613:16:54 ,Vim AMA*• _°•b + P + Right-Sate®Universal 202323.0.05 RSU26095 Page3 /riiC11 ., . ...cBayBlvdk1452_Pecoris 9c_Bay_Blvd_Permitdng.np CaIc=MJB Front Door faces:NW A NEW YORK Right-J®Worksheet Job: 3436 a uiY�oio c Date: Dec 15�2023 Entire House New York Building Technology Group By: Tom Baccarella 159 Rt 25A Bolding 1 Sote B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:owwv.NYBTG.com 1 Room name Entire House (Unconditioned) 2 Exposed wall 430.3 ft 10.8 ft 3 Room height 9.0 ft d 9.0 ft p 4 Room dimensions 5 Room area 3145.0 ft= 72.2 fF Ty Construction U-value Or HTM Area (T) Load Area T) Load number (Btuhllt--°F) (BWt ) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VV 12C-Osw 0.091 ne 5'12 1.66 567 476 2437 788 0 0 - 6 0 G DefaultNYBTG _ 0.320 -ne. 18.02. 22.74 91 0 _ 1644 2075 _ 0 _ 0--- -0 0 IW - 12F0sw 0.065 ne 3.27 0.70 327 315 1032 220 33 33 0 0 L-c DefaultNYBTG-- __- 0.320 ne- _ 18.02 22.74__ _ 12 0 220 _278___ _ 0 0 0 0 11 W 12C-Osw 0.091 se 5.12 1.66 506 251 1285 416 0 0 0 0 Default NYBTG 0.320 se 18.02 28.37 128 0 2306 3632 0 0 0 0 -- - GlassSlider_ _ .. _ __ - 0.320_ se_ _ 18.02__ 28.37_ _ 127 _ _ --- 0 _----2294 __-._3612--_ 0--_ . _ _0----- 0 _ __-- 0. W 12F-Osw 0.065 se 2.62 0.56 374 101 265 57 29 29 0 0 L-G_ Glass Slider 0.320_ se 18.02 28.37 272 0_ 4.908 7728 0 0 0 0 WI - 12C-Osw 0.091 sw 5.12 1.66 306 261 1338 433 -- 0 0 0 0 �--G Default NYBTG 0.320 sw 18.02 _ 28.37 45 0 . 808 1272 0 0 0 0 1�/ 12F-Osw 0.065 sw 3A2 0.73 588 500 1709 364 33 33 0 0 Y-G DefaultNYBT_G 0.320 sw 18.02 28.37 88 0 1589 2.502 0 0 __ 0 0 sw V�I 12C-O 0.091 nw 5.12 1.66 297 211 1081 349 0 0 0 0 �-G DefaultNYBTG 0.320 nw 18.02 22.74 29 0 516 652 0 0 0 0 Glass S,vingDR__ _ 0.320, nw 18.02 22.74_ _ ._ 57 0_ _ 1034 1305 ,-_ _ 0 _. __-0--- 0. 0 1�l 12F Osw 0.065 nw 3.66 0.78 583 482 1762 376 0 0 0 0 G� DefaultNYBT_G 0.320 nw 1.8.02 22.74_ 101 0 1828 2307 0 0_ 0 0 Fj 12C-0snr 0.091 5.12 0.76 308 291 1492 220 0 6 0 0 L-D 11D0_ _ 0.390 n_. 21.96 _ 9.05 17_ _ 17 366 151 _ _0 0 Q 0 C 18A-38a1 0.029 1.62 0.54 2200 2200 3572 1187 12 12 0 0 C Adiabaticceili _ 0255 14.33 _ 0.00 12 12 - 175 0 0 6 _ 0 0 F 19C-0bscp 0.368 1.37 0.23 60 60 82 14 0 0 0 0 .F 19C-016swp ... _ _. 0.368__, _1.31- _ 0.22 _ __1479 1479._ 1940 320.-_ .-60- 6-0 __ 0 0. F 19C-Oc sw 0.368 1.37 0.23 702 702 959 158 0 0 _ 0_ 0 .F .22C-1 Ohm .- -___.-- 1.108 - - _ 62.38 _0.00_ _ _ 20 _._13 _ _ -811_._ _ -0._-- - --0. _ 0 _ 0 6 c)AED excursion 0 0 Envelope loss(gain 37454 30413 0 0 12 a) Infiltration 4922 328 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 0 0 Appliances/other 14703 0 Subtotal(lines 6 to 13) 42376 46824 0 0 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 42376 46824 0 0 15 Ducdloads 4% 1% 1606 428 0% 0% 0 0 Total room load 43982 472521 0 0 Air required(dm) 1811 18111 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -rk- 2024-Jan-1613:16:54 Right-Sole@ Uriversal 2023 23.0.05 RSU26095 Page l ...c Bay Blvd14452_Pecordc Bay_Blvd_Permitfirg.np Calc=MJ8 Front Door faces:NW • NEW VOPK B D�NG Right-J®Worksheet Job: 3436 Entire House Date: Dec 15,2023 By: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name 1st Floor-exist 2ndRoar-NEW 2 Exposed wall 277.5 ft 142.0 ft 3 Room height 9.0 ft d 8.9 It d 4 Room dimensions 5 Room area 21402 W 932.6 ft2 Ty Construction U-value Or HTM Area (fly) Load Area (ft) Load number (BtuhfiF--°F) (BtuhflP) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw _0.091 ne 5.12 -1.66 567 476 - 2437 788-- 0 0 0 - 0 !,. G Default NYBTG, 0.320 _ne 18.02 22.74 _- , 91 0 _ _ 1644 _ .- 2075 _ _0 0 0. 0 IW 12F-0sw 0.065 ne 3.27 0.70 36 36 132 28 258 246 900 192 G Default NYBTG_ 0.320_ne _ 18.02 22.74 _ 0 0 0 .0 12 0 _ 220 278 11 W_ 12C-Osw 0.091 se 5.12 1.66 506 251 1285 416 0 0 0 0 Default NYBTG 0.320 se 18.02 28.37 128 0 2306 3632 0 0 0 0 _.-_ G GlassSlider _ . _0.320 _se _ _18.02 28.37 28.37_ __._ 127 _ _ _ 0 2294 _ _ 3612 _._ 0_ __ -0-- _____0 _ __0 IW 12F-0sw 0.065 se 2.62 0.56 0 0 0 0 345 72 265 57 -_G Glass Slider 0.320 se 18.02 28.37 _ _ 0 0 0 _ 0 272 0 4908 7728 IW- 12C-Osw 0.091 sVV - 5.12 1.66 306 261 1338 433 0 0 0 0 -' _ G Default NYBTG 0.320 sw 18.02 28.37 45 -0 - 808 1272 0 0 - 0 0 V)/ 12F-Osw 0.065 sw 3.42 0.73 297 221 809 172 258 246 900 192 ___ G DefaultNYB_TG 0.320 sw 18.02 28.37 76 0 1369 2156 12 0 220 347 12C-0sw 6.091 nw 5.12 1.66 297 211 1081 349 0 0 0 0 �jl--�� Default NYBTG 0.320 nw 18.02 22.74 29 0 516 652 0 0 0 0 �G-Glass Swing DR_. 0.320 nw 18.02 _ 22.74- 57 0___ 1034 __ 1305 _ . 0 0 _ _ 0 _ 0 W 12F-Osw 0.065 nw 3.66 0.78 209 164 599 128 374 318 1163 248 T-G Default NYBTG 0.320 nw 18.02 2.2.74 45 0 819 1034 56 0 1009 1_273 q 12C-0sw 0.'C 1' - 5.12 0.76 279 262 1344 198 29 29 148 22 11DO _ -_ _ _ _ 0.390 n 21.96 9.05 _ 17 17 __ 366 151 _ _ 0 _ 0 __ _0 0 C 18A-38ad 0.029 1.62 0.54 1255 1255 2050 681 933 933 1523 50.6 C Adiabaticceili 0255 14.33 0.0-0 12 12 175 0 0 0 0 0 F 19C-Obscp 0.368 1.37 0.23 0 0 0 0 60_ 60 _82 14 F 19C-0bswp - 0.368,---. 1.31, .._ 022 1419 1419_ __1940 320 0 __0__. _ 0 _0. F __ 19C_Oamip 0.368 u 1.37 023, 702 _702_ 959 15.8 0 0_ 0 __ 0 F _ . 22C-101pm_ 1.108 : 62.38- _ 0.00 _. 20 -13 811 _0. _ .0 _ .. _0__ 6 c)AEDexcursion 0 288 Envelope loss/gain 26116 19558 11338 11143 12 a) Infiltration 3162 211 1760 117 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants@ 230 6 1380 0 0 Appliances/other 119121 2791 Subtotal(lines 6to 13) 29278 33061 13098 14051 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 29278 33061 13098 14051 15 Ductloads 1 5% 1% 1606 430 0% 0% 0 0 Total room load 30884 33491 13098 14051 Air required(dm) 1211 1211 600 600 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -r'}f wrrghtsoft- 2024-Jan-1613:16:54 �� Righ-SateOUriversal202323.0.05RSU26095 Page ...c Bay BlvdW452_Pecoric_Bay_Blvd_Permitli g.r p Calc=MJ8 Front Door faces:NW Right Worksheet Job: 3436 IRUIY D,N NEW YORK G Date: Dec 15,2023 1st Floor-exist By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.00m 1 Room name 1st Floor-exist Art/BookNook 2 Exposed wall 277.5 ft 15.0 ft 3 Room height 9.0 ft d 9.0 ft heaV000l 4 Room dimensions 1.0 x 95.4 ft 5 Room area 2140.2 fF 95A T Ty Construction U-value Or HTM Area (ft') Load Area (fF) Load number (Btuh/t2--'F) (Btuhlft=) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 ne 5.12 1.66 567 476 2437 788 0 0 0 0 DefaultNYBTG-__ __ _ 0.320 ne_ 18.02 22.74 91 0 1644 2075 _____ 0 0 -. 0 0 W 12F-OsN 0.065 ne 3.66 0.78 36 36 132 28 0 0 0 0 DefaultNYBTG, 0320 _ne 0.00 _0_00-__._. _ 0 _ 0 _ 0- ___ _0 0 0 0 0 11 W 12C-Osw 0.091 se 5.12 1.66 566 251 1285 416 LL 0 6 0 0 I--G Default NYBTG 0.320 se 18.02 28.37 128 0 2306 3632 0 0 0 0 µ Glass Slider _ __-__ ------0.320, se 18.02._ 28.37 ____127 - 0 -- 2294_ 3612 __.__.-0 _0_ __ 0, ____0 IW 12F-Osw 0.065 se 0.00 0.00 0 0 0 0 0 0 0 0 GlassSlider _ 0.320_se 0.00 ,- 0.00_, -0- _ _0__ 0 -_ _ 0___ 0 0 ._ __ 0 0 W � 12C-Osw 0.091 soi 5.12 1.66 306 261 1338 433 0 0 0 0 L--G Default NYBTG. 0.320 sw_ _18.02 28.37.. 45 _0 808 1272._ 0 0 0 0 W 12F-0sv 0.065 sw 3.66 0.78 297 221 809 172 106 72 264 56 _G DefaultNYBTG_ 0.320 sw 18.02 28.37 76 0 1369 2156 34 0 60.7 955 W 12C-Osw 0.091 'nw 5.12 1.66 297 211 . 1081 349 0 0 0 - 0 Default NYBTG 0.320 nw 18.02 22.74 29 0 516 652 0 0 0 0 Glass Swing DR, 0.320,.,nw _ . 18.02 22.74___ _57_ _0____ 1034 - 1305__ 0 0- 0- . _0 VV 12F-Osw 0.065 nw 3.66 0.78 209 164 599 128 29 29 107 23 �C DefaultNYBTG 0.320 nw 18.02 22.74 45 0 819 1.034 0 0 0 0 R 12C-0sv 0.091 il - 5.12 0.76 279 262 1344 198 - 0 0 0 0 T_ D 11 DO 0.390 n- _ _21.96_-_ 9.05 _ 17 17 366.._ 15.1 _ _ -0 0 0. 0 C 18A-38ad 0.029 1.63 0.54 1255 1255 2050 6.81 0 0 0 0 C Adiabaticoeili . 0255 -___ 14.33 ._ 0.00.. 12_ 12 -175 0 _ 0 _ 0 0 0 F 19C-Obscp 0.368 0.00 0.00 0 0 0 0 0 0 0 0 swp F 19C-Ob _ 0.368 -_ 1.37 023 _ 1419 1419 _ 1940 _ 320__ 95 _ M _. _ 130 22 F 19C-0cWV 0.368 1.37 023 _ 702 _ 702 959_ 158 0 0 0 0 F_. 22C-10m 1.108 62.38 0.00 _ _ 20 _13- 811 _ .__0____.. 0 6 c)AED excursion 0 286 Envelope loss/gain 26116 19558 1108 1341 12 a) Infiltration 3162 211 192 13 b) Room ventilation 0 0 0 0 13 Intemalgains: Occupants@ 230 6 1380 0 0 Applianojsrother 119121 0 Subtotal(lines6 to 13) 29278 33061 1300 1354 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 1483 287 14 Subtotal 29278 33061 2783 1641 15 Dud loads 5% 1%1 1606 430 5% 1% 153 1 21 Total room load 30884 33491 2936 1662 Air required(dm) 1211 1211 115 60 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -rw 2024-Jarr1613:16:54 Aft Rigtt-SuiteOUriversal202323.0.05RSU26095 Page c Bay Blvd\4452_Pecoric Bay_Blvd_Permittirg.np Calc=MJ8 Frort Door faces:NW l T' NEW YOKK Right-J®Worksheet Job: 3436 IB olu oDlao 1st Floor-exist Date: Dec 15,2023 New York Building Technology Group By: Tom Baccarella 159 Rt25A Building 1 Sdte B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name Bed 1 Bed 1+2 Bath 2 Exposed wall 27.8 ft 7.5 ft 3 Room height 9.0 ft heat/000l 9.0 ft heall000l 4 Room dimensions 1.0 x 169.9 ft 6.5 x 11.0 ft 5 Room area 169.9 ft2 71.5 fe Ty Construction LI-value Or HTM Area (fe) Load Area (fF) Load number (BtuhtF--'F) (Btu or perimeter (ft) (Btuh) or perimeter (ft) (BWh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VV 12C-Osw - --0.091 ne 5.12 1.66 133 `99 508 - 164 - 0 - 0 0 I__ G Default NYBTG_ . _ _ 0.320 ne 18.02 _ 22.74 34 0. _ 604__ -.762_____ _0. ._ __0_ _. _ 0 . _0 I W C' 12F Osw 0.065 ne 3.66 0.78 0 0 0 0 0 0 0 0 _ Default NYBTG _ 0.320- ne_ 0.00 _ 0.00 ___ 0 0 0_. 0 _ __ _ 0__ __ 0_ _ __ -0 _ 0 11 W" - 1266iN 0.091 se 6.12 1.66 ' 0 _ 0 0 0 0 _0 6 0 Default NYBTG 0.320 se 18.02 28.37 0 0 0 0 0 0 0 0 - Glass Slider. --_-_-- __ - 0.320-se_ _._18.02._.28.37 --_-A. _-_ _,._0 _.__-_.._0. _ 0_-_--_-0 -0 0--_-- _ __0 W 12F-0sw 0.065 se 0.00 0.00 0 0 0 0 0 0 0 0 L-G Glass Slider 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 W _12C-Osw -- 0.091 sw 5.12 1.66 . -0 __ _ -0 _ 0 - - 0 - 0 -- 0 0 .G Default NYBTG 0.320 _sw - 18.02 _ 28.37_-_ 0 0 _ _ 0 _ 0-_._ 0.- 0 _ 0 0 W 12F-Osw 0.065 sw 3.66 0.78 0 0 0 0 0 0 0 0 �( Default NYBTG 0.320 sw 18.02 28.37 0 0 0 0 0 0 0 0 V�IJ 12C-Osw-- 0.091 -nw 6.12 1.66 117 117 599 194--- 0- - _--0 0 -0 �G Default NYBTG 0.320 nw 18.02 22.74 0 0 0 0 0 0 0 0 Glass Snring DR_._ __-- ---0.320._,nw,-- 18.02 22.T4 _. ._--_0 0 0_ ___0-__--_0_ _-- _0 _ - . 0_ _......_O V�/ 12F Osw 0.065 nw 3.66 0.78 0 6 0 0 0 0 0 0 L-G Default NYBTG 0.320 nw 18.02 22.74 0 0 0 0 _ 0 0 0 0 - - q 12C-Osw _ - -- --- 0.091 _: _.5.12 0.76 0 0 - - - -6 - -- 0 .._ . fib _ _._fib.. ---346 51 11D0____ -- 0.390 _ n.._ _ 21.96 - .9.05 __.. __0 ._. .0 ----- _0_ _ 0----- _0..-`_ 0 _ 0 _ 0 C 18A-38zd 0.029 1.63 0.54 154 154 251 83 0 0 0 0 C Adiabaticoeili._ _ _0.255 =_ _14.33, _ .0.00 . 0. __0 _.._ _0, 0._ - ,0 ._ _ 0 J_ _. 0 _ _ .._.-_0 F 19C-Obscp 0.368 0.00 0.00 0 0 0 0 0 0 0 0 0.368 ._ _ _ 1.37 _. 0.23 - _....0_ 0 0 _0_-- - --T72- -98--- _.16 F_ __ 19C-Ocwup_ 0,368 _-_ _1.37 0.23 __170__ 170 , __ 232 _.38 0 0 0 0 F _-.22C^10�m - - -- _-- 1.108 _ _. ..62.38 .___0.00 M- -- - 6 c)AEDexcursion -145 -6 Envelope loss(gain 2195 1097 444 61 12 a) Infiltration 356 24 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoes/other 10501 0 Subtotal(lines 6to 13) 2551 2170 444 61 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2551 2170 444 61 15 Ductloads 5% 1% 140 28 5% 1% 24 1 Total room load 2691 2199 468 62 Air required(dm) 1061 79 18 2 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -rW wr➢ghtsoTrt` 2024-Jan-1613:16:54 Aau Right-Sdte®Uriversal202323.0.05RSU26095 Page c Bay Blvdk1452_Pecoric Bay_Blvd-Permittirg.rrp Calc=MJ8 Front Door faces:NW Right-J®Worksheet Job: 3436 NEW YORK IBD�ED;N6 Date: Dec 15,2023 1st Floor-exist By: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Bed 2 Dining Rm 2 Exposed wall 15.3 ft 6.5 ft 3 Room height 9.0 ft heaV000l 9.0 ft heat/cool 4 Room dimensions 1.0 x 155.0 ft 8.3 x 18.0 ft 5 Room area 155.0 ft' 148.5 fl? Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (BtuW-T) (Btu or perimeter (ft) (Btuh) I or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 ne 5.12 1.66 104 86 438 142 0 0 6 0 G Default NYBTG 0.320 ne- 18.02 22.74 18 __ _ -0 - 324 409 0 _ 0 0 _ 0 W 1217-0sw 0.065 ne 3.66 0.78 0 0 0 0 0 0 0 0 _ G Default NYBTG 0.320 ne 0.00 0.00_ - 0 0 0 0 0 _0__ _ 0 0 11 W 12C-Osw 0.091 se' 5.12 1.66 0 0 0 0 59 27 _ 136 44 - G Default NYBTG 0.320 se 18.02 28.37 0 0 0 0 32 0 577 908 �- ___ G Glass Slider _. _ _ ,0.320_se_ 18.02 28.37--- _ 0 _0__ _ 0 0 __ ____0 - _ _ 0 -- _ Q __ _ -_ 0 IW 12F--0sw 0.065 se 0.00 0.00 0 0 0 0 0 0 0 0 -_ G Glass Slider __ 0.320 se 0.00 _ 0.00- 0 _ _ _0 0 _0 _ 0 0 0 _ 0 IW 12C-Osw 0.091 sw 5.12 1.66 0 0 0 0 0 0 0 0 L-C Default NYBTG 0.320 sru 18.02 28.37 0 0 0 0._ 0 0 _ 0 0 W 12F-Osrr 0.065 sw 3.66 0.78 0 0 0 0 0 0 0 0 L---G Default NYBTG 0.320 0.320 sv 18.02 28.37 0 0 0 _0 0 0___ 0 _0 V�I 12C-Osw 0.091 nw- 5.12 1.66 34 34 173 56 0 0 0 0 I-G Default NYBTG 0.320 nw 18.02 22.74 0 0 0 0 0 0 0 0 Glass Swing DR 0.320 nw 18.02 -._22.74 _ __._ 0 0_ _ 0 _ 0 0_. - ._ 0 W 12F-Osw 0.065 nw 3.66 0.78 0 0 0 0 0 0 0 0 T-G Default NYBTG 0.320 nw 18.02 22.74 0 0 0 0 0 0 0 0 R 12C-0sw 0.091 - 5.12 0.76 ' 0 0 0 0 0 0 0 6 I---_D 11D0 __ 0.390 n 21.96. 9.05_ 0 0 0 0 _ __ 0 0 __. 0 0 C 18A-38ai 0.029 1.63 0.54 103 103 167 56 80 80 131 44 C- Adialoaficceili__ 0255_ 14.33. 0.00. _. 0 _.0, _ _ 0 0 0 0 _ ___ 0 0 F 19C-Obscp 0.368 0.00 ___0.00 0 0___ 0 0 0 0 0 0 IF 19C-0bswp 0.368 1.37 023 _ _ 0 0_ _ _ 0 0 149 149 203 34 F 19C-ommp_ 0.368 - 1.37 0,23_ 155 15 - .5 212 35 0 0 0 0 F____ 226-1Otpm__ _-._ 1.108 - __ 62.38. _0.00. __ 0. 0 ._ 6 c)AED excursion -124 -36 Envelope lossrgain 1315 573 1047 993 12 a) Infiltration 196 13 83 6 b) Room ventilation 0 0 0 0 13 Intemalgains: Occupants @ 230 0 0 1 230 Applianceslother 10501 682 Subtotal(lines 6 to 13) 1510 1636 1130 1911 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 15 3 56 234 14 Subtotal 1525 1639 1186 2145 15 Ductloads 5% 1% 84 21 5% 1% 65 28 Total room load 1609 1661 1251 2173 Air required(dm) 63 60 49 79 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -h- Wright C'rt- 2024-Jan-1613:16:54 Aft Right-Suite®Urrversa1202323.0.05RSU26095 Page c Bay Blvd\4452_Pecoric Bay_Blvd_Permittirg.rLp Calc=MJ8 Front Door faces:NW a � NEW YOPK BUI Right-J®Worksheet Job: 3436 Y;D;Nc Date: Dec 15�2023 1st Floor-exist New York Building Technology Group By: Tom Baccarella 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name EntryCloset Entry Hall 2 Exposed wall 13.0 It 25.5 ft 3 Room height 9.0 ft heat/cool 9.0 ft heaYbool 4 Room dimensions 5.0 x 4.0 ft 1.0 x 143.3 ft 5 Room area 20.0 ft' 143.3 fF Ty Construction U-value Or HTM Area (ftP) Load Area Load number (Btuh/IF--°F) (Btuhlft�) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Val 12C-Osw 0.091 ne 5.12 1.66 0 0 0 0 0 0 0 6 __C Default NYBTG_- _ 0.320 _ne 18.02 22.74._ 0 0 0 _. .-0- 0 0 0 _ _ 0 WI 12FOsw 0.065 ne 3.66 0.78 36 36 132 28 0 0 0 0 DefaultNYB_T_G- _.. _ 0.320 _ne 0.00 0.00_ 0 0 _ 0 0 _ 0 0 _ 0 0 11 W 12C-Osw 0.091 se 5.12 1.66 0 0 0 0 0 0 0 6 E-G Default NYBTG 0.320 se 18.02 28.37 0 0 0 0 0 0 0 0 GlassSlider. 0.320_se_ 18.02, __28.37 0 .. 0__ 0 _ _ -0 _ IW 12F Osw 0.065 se 0.00 0.00 0 0 0 0 0 0 0 0 �--G_ Glass Slider 0.320 se _ 0.00 _0.00_ 0 0 0 0 0 0 0 _ __0 W 12C-Osw 0.091 sw 5.12 1.66 0 0 0 0 0 0 6 0 G DefaultNYBTG. _ 0.320 sw 18.02 28.37 0 0 0 0 0 .0 _ 0 0 Val 12FOsw 0.065 sw 3.66 0.78 36 36 132 28 0 0 0 0 -___( DefauItNYBT_G 0.320 sw_ 1.8.02 28.37 0 __O__ 0 0 0 0 0 0 W 12C-Osw 0.091 nw 5.12 1.66 0 0 0 0 97 W 185 60 I--G DefauItNYBTG 0.320 nw 18.02 22.74 0 0 0 0 29 0 516 652 Glass Swing DR .. _ 0.320 nw _18.02 22.74 .0 _0 __ _ __O _ O__ 32 0,__ _ 577 728 1N 12FOsw 0.065 nw 3.66 0.78 45 45 165 35 0 0 0 0 -G DefaultNYBTG_ 0.320 nw 18.02 22.74 0 0 0 0 _ 0 0_ 0 0 ll� 12C-Osw 0.091 - 5.12 0.76 0 0 0 6 133 133 680 100 ,DO 0 0 0.390 _ n 21.96- .. 9.05 0 -0_ 0-- O_- 0 0 C 18A-36zd 0.029 1.63 0.54 20 20 33 11 _ 0 _ 0 0 0 C Adiabaticceili 0.255 14.33 _0.00 0 0. _ 0 0 0 0 _ _ 0_ 0 F 19C-Obscp 0.368 0.00 0.00 0 0 0 0_ 0 0 0 0 F 190-Obswp__ 0.368 = 1.37 _ 023 _ 143 143__ 196 _ 32 F 19C-Oc�wp 0.368 _ - 1.37 _ 0.23--__ 0 0,_, 0 _._ 0 0 _ 0 0 0 22C-10fpm 1.108__; 62.38.. __O.00- 20 13- 811_ _- _. 0- 0 0 _ _ 0. _ _ _O. 6 c)AEDexcursion -101 433 Envelope lose/gain 1272 92 2154 1 2005 12 a) Infiltration 167 11 138 9 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoes/other 0 0 Subtotal(lines 6 to 13) 1439 1031 2292 2014 Less external load 0 0 0 0 Lesstrander 0 0 0 0 Redistribution -1439 -103 0 0 14 Subtotal 0 0 2292 2014 15 Dud loads 5% 1% 0 0 5% 1% 126 26 Total room load 0 0 2417 2040 Air required(dm) 0 0 95 74 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. �'l.l- wrightsoT-!' 2024-Jar}1613:16:54 MP, ""'' ""'"''" Right-Sufe®U Universal 2023 23.0.05 RSU26095 Page 6 c Bay Blvd43452_Pecorrc_Bay_Blvd_Permittirg.rp Calc=MJB Front Door faces:NW New voaK Right-J®Worksheet Job: 3436 a uiioio c 1st Floor-exist Date: Dec 75,2023 New York Building Technology Group By: Tom Baccarella 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:ewvw.NYBTG.Com 1 Room name Former Master Bed FormerMaster Bath 2 Exposed wall 38.5 it 15.5 ft 3 Room height 9.0 It heat/000l 9.0 It heaV000l 4 Room dimensions 1.0 x 244.2 ft 1.0 x 103.8 ft 5 Room area 244.2 T 103.8 it= Ty Construction U-value Or HTM Area (ft2) Load Area (fF) Load number (Btuh/fP--°F) (Btuhlft=) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/PIS Heat Cool 6 Y 12C-Osw 6.091 ne 5.12 1.66 137 119 611 198 1o4 104 530 171 -C DefaultNYBTG 0.320 -ne _ 18.02 22.74 18 __0 324 _ 409 0 0 _ 0 0 W 12F-0sw 0.065 ne 3.66 0.78 0 0 0 0 0 0 0 0 DefaultNYBTG 0.320 _ne _ 0.00 _ 0.00 __ 0 0 _ _ 0 __ 0 0 0 __ 0 0 11 W 12C-Osw 0.091 se 5.12 1.66 119 80 409 -132 36 18 92 30 I--G DefaultNYBTG 0.320 se 18.02 28.37 39 0 710 1119 18 0 324 511 Glass Slider__ _ 0.320 .se _ 18.02 28.37--- l 0- . _ _0 _ 0 _ __ 0 _ _ _ 0 .__0 _ 0 0 IW 12F-0sw 0.065 se 0.00 0.00 0 0 0 0 0 0 0 0 W--G Glass Slider 0.320 se 0.00 0.00 _ 0 0_ 0 0 0 0 0 0 W 12C-Osw 0.091 sw 5.12 1.66 90 82 420 136 0 0 0 0 DefaultNYBTG 0.320 sm 18.02 28.37 8 0 143 226 _ 0 -0 0 0 T-G1217-Osw 0.065 snr 3.66 0.78 0 0 0 0 0 0 0 0 DefaultNYBTG 0.320 sN 18.02 28.37 0 0 0 0 0 0 0 0 12C-Osw 0.091 nw 5.12 1.66 0 6 0 0 0 0 0 0 G DefaultNYBTG 0.320 nw 18.02 22.74 0 0 0 0 0 0 0 0 T:;GGlass Swing DR 0.320 _.nw 18.02 22.74 0 _0, _ - 0 -0 0 -0- _ o __ 0 W 12F-Osw 0.065 nw 3.66 0.78 0 0 0 0 0 0 0 0 --G Default NY_BTG 0.320 nw_ 18.02 22.74 0 0_ 0 0 _ _ 0 0 0 0 12C-0sw 0.091 - 5.12 0.76 0 0 0 0 0 0 0 0 11DO _ 0.390 _ n 21.96 _ _ 9.05.-.- 0 0- 0 0 0 _ 0.. 0 0_ C 18A-38a1 0.029 1.63 0.54 194 194 317 105 86 86 140 47 C. Adiabaticceili _0255_ - 14.33 0.60 , 0 _0 0 0 0 _ 0 0 0 F 19C-Obscp _ _ 0.368 0.00 0.00 0 0 0 0 0 0 0 0 F__ _ 19C-Obswp._ _ 0.368_ 1.37. _ 0.23 0 _0 0 _ 0 __0 F_ _ .19C-Ocswp 0.368 1.37 0.23 _ 244 244 334 _55_ __ 104 104 142 23 F .. 22C-10tpm. .. ._ 1.108 _ 62.38 _0.00 __.__ . 0 0.._ ._-0_ -.0 __ 0 O _. 0 0- 6 c)AED excursion -340 7 Envelope lose/gain 3269 2040 1229 788 12 a) Infiltrafion 494 33 199 13 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliances/other 14001 0 Subtotal(lines 6 to 13) 3763 3473 1428 802 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 1 0 27 5 14 Subtotal 3764 3473 1454 807 15 Duct loads 1 5% 1%1 206 45 5% 1% Sol 11 Total room load 3971 35111 1534 817 Air required(dm) 156 127 60 30 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -*- 2024-Jan-1613:16:54 Right-Suite@ Universal 2023 23.0.05 RSU26095 Page 7 ...c Bay BlvdV452_Pecorrc Bay_Blvd_Permittrg.np Calc=MJB Frort Door faces:NW g N Right-J®Worksheet Job: 3436 EW YOAK BU:�D.NG 1st Floor-exist Date: Dec 15,2023 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name IGtchen Laundry 2 Exposed wall 41.8 ft 2.5 ft 3 Room height 9.0 ft heat/000l 9.0 It heaV000l 4 Room dimensions 1.0 x 237A ft 1.0 x 41.8 ft 5 Room area 237A fP 41.8 fP Ty Construction U-value Or HTM Area (T) Load Area (T) Load number (Btuh/Fe--°F) (Bhrh/llz) or perimeter (ft) (Btuh) I or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 'V�/ 12C-0sw 0.091 ne 5.12 1.66 -' 90 " 68 350 113 ' 0 0 - 0 - 0 ._ __ DefaultNYBTG. 0.320 _ne. -__ 18.02 _22.74 22,_. __ 0 _ - 392__ 495 - __0_ - ,_ 0 .0 Q I W 12F Osw 0.065 ne 3.66 0.78 0 0 0 0 0 0 0 0 L-C DefaultNYBTG 0.320 ne 0.00 0.00 0 _ _ 0 0 0 0 0 0 _ _0 11 VN- 12C-0sv _ - - 0__ se I- . 1.66 131 92 471 - 152 _0 LL _ 0 0 0 Default NYBTG 0.320 se 18.02 28.37 39 0 695 1095 0 0 0 0 Glass-Slider--_ -. -- _ _ _0.320 -_se_ _-18.02_. 28.37 ___-_0- _0______ ._ _ 0- __0__ 0-"- ._... 0 _ _ __0 _... _ 0. IW 12F-Osw 0.065 se 0.00 0.00 0 0 0 0 0 0 0 0 --_ G GlassSlider 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 sw - 5.12- - 1.66 155-" 118 607 ' - 196 6 __ 0 6 - 0 DefaultNYBTG_. _... -0.320_ sw_ _ 18.02 28.37 . 37 0 _ 664 .. 1046 _ . _ 0 0 0 0 W 12F-Osw 0.065 sw 3.66 0.78 0 0 0 0 23 23 82 18 _ -G DefaultNYBTG 0.320 sw _18.02 28.37 0 0 0 0 0 0 0 0 12C-Osw - 0.091 nw 5.12 1.66 --0 0 0" 0 0 - 0 0 0 Default NYBTG 0.320 nw 18.02 22.74 0 0 0 0 0 0 0 0 GlassSWng DR- 0.320 nw _ __18.02 ---22.74 _--_ _ 0 :_ 0_____. ._0 __ 0.- ­0 - _0 _ ____-0, VV 12F-Osw 0.065 nw 3.66 0.78 0 0 0 0 0 0 0 0 T-G Default NYB_TG 0.320 nw 18.02 22.74 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 5.12 0.76 LL -6 6 6 0 0 0 6 0 11D0_ _._ _ -0.390,, n. 21.96_ . 9.05_.__..._ .__0 _0- - 0- _- --0 0 0 _ ----_-_ 0 C 18A-38zd 0.029 1.63 0.54 233 233 381 127 9 9 14 5 Adiabaticoeili -_ - - _0255 - 14.33 : 0.00 4. .. 4 58 0. 0 __ 0...- 0.. _. . 0 F 19C-Obscp 0.368 0.00 0.00 0 0 0 0 0 0 0 0 F _ _ 19C-Obswp 0.368 _--. 1.37 ". 0.23 237 ___237____ 325 54 -_ _ 42 42 _ _57. __ 9 F 19C-0csm _ _ 0.368 _ 1,.37 __ 0.23 -0 _ - 0- -- ____0-- - ._-. 0 _-- 0- - 0 ._ _- 9 __ _0 .F,: 22C-10�m,._ -_._ 1.108_--... .62.38.-._ _0.00 __.__ _.0 _0._.__.,_0 _ 0 __ -- .0 --. _. _ 0 _ __ 0_ _. _O 6 c)AED excursion -653 -76 Envelope lossIgain 3942 2623 154 -44 12 a) Infiltration 536 36 32 2 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants@ 230 1 230 0 0 Appliancesrother 3784 814 Subtotal(lines 6 to 13) 1 4478 6673 186 772 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 21 89 -186 -772 14 Subtotal 4499 6761 0 0 15 Dud loads 5% 1% 247 88 5% 1% 0 0 Total room load 4746 6849 0 0 Air required(dim) 186 248 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -1�- wrigFr,tsoR� 2024-Jan-1613:16:54 Right-Suite®Universal 2023 23.0.05 RSU26095 Page 8 ....Bay Blvd14452_Pecorrc Bay_Blvd_Permitting.np Calc=MJ8 Front Door faces:NW NEW YORK_&IBUI�.�!nJ � Right-JO Worksheet Job: 3436 Date: Dec 15,2023 1st Floor-exist New York Building Technology Group By: Tom Baccarella 159 Rt25A Building 1 Suite B,Miller Plaoe,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.Com 1 Room name Living Rm Lovoer Hall 2 Exposed wall 18.0 ft 8.8 ft 3 Room height 9.0 ft heaV000l 9.0 ft heaVmol 4 Room dimensions 18.0 x 13.8 it 1.0 x 149.5 ft 5 Room area 247.5 iP 149.5 ft Ty Construction U-value Or HTM Area (ft) Load Area (fF) Load number (Btuh/ft2°F) (Btuh/W) or perimeter (ft) (Btuh) or perimeter (ft) (Bhth) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V1J 12C-Osw 0.091 ne 5.12 1.66 0 0 6 0 0 LL 0 0 0 �G Default NYBTG __ 0.320 ne 18.02 22.74 _0 _ _ 0 _ 0__ __ 0 0 ._ 0 0. 0 W 1217-Osw 0.065 ne 3.66 0.78 0 0 0 0 0 0 0 0 --G DefaultNYBTG 0.320 ne_ 0.00 0.00 0 0 0 0 0_ 0 0 0 W 11 12C-Osw 0.091 se 5.12 1.66 162 35 178 57 0 0 0 0 I--G DefaultNYBTG 0.320 se 18.02 28.37 0 0 0 0 0 0 0 0 Glass Slider_T_ 0.320 _se -_ 18.02 _ 28.37--- 127 0 2294, 3612_ _0__ 0_ ._ _0_ 0 IW 12F-Osw 0.065 se 0.00 0.00 0 0 0 0 0 0 0 0 --G GlassSlide_r _ _ 0.320_ se _ 0.00 0.00 _ 0 0 0 _ 0 0 0 0 0 W 12C-Osw 0.091 sw 5.12 1.66 0 0 0 0 0 0 0 0 G DefaultNYBTG 0.320_sw 18.02 28.37. _0.. 0 0 _ 0 _.0 .0 _0 -0 W 12F-0sw 0.065 sw 3.66 0.78 0 0 0 0 0 0 0 0 IC' DefaultNYBT_G_ 0.320 sw 1.8.02 28.37 0 0 _0 0 0 0 0 0 V�J 12C-Osw 0.091 nw 5.12 1.66 0 0 0 0 0 0 6 0 �-G Default NYBTG 0.320 nw 18.02 22.74 0 0 0 0 0 0 0 0 1�3 Glass Swing DR 0.320 nw , . 18.02 ,. 22.74 -_ ,_ ._0_ _ _ 0-- __0, -0. 0 , 0 _ 0 ___0 12F-Osw 0.065 nw 3.66 0.78 0 0 0 0 0 0 0 0 t-G Default NYBTG 0.320 nvv 18.02 22.74 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 5.12 0.76 0 0 0 0 79 62 318 47 --D 11D0_ _ _. 0.390 _ n 21.96 9.05 0 , 0- _ _ 0 ,_ 0 _ _ _ 17.___ 17 366. _ 151 C 18A-38zd 0.029 1.63 0.54 140_ 140 22.8 _76 0 0 0 0 C, _ _ Adiabeticceili 0.255 14.33 0.00 0 __ 0 _ 0 0 '0 _ _ 0 _ 0 0 F 19C-0bSc7P 0.368 0.00 _ 0.00 0 0 0 0 0 0 0 0 F 19C-Obswp 0.368 1.37 0.23 248 248 - _ 338 - 56 - 150 150_ 204 34 F 19C-Ocswp 0.368 1.37 _ 0.23 0 0 0 0 0 0 0 -0 _F 22C-10tpm _ 1.108 62.3R _ 0.00-- _ -- -0 0 0 _ _ _0_ 0__ -- -0 __ - 0 0 6 c)AEDexcursion 21 -21 Envelope loss(gain 3038 3822 889 211 12 a) Infiltration 231 15 0 0 b) Roomventilation 0 0 0 0 13 Internal gains. Oocupants@ 230 3 690 0 0 ApplianoVsbther 1400 0 Subtotal(lines 6to 13) 3269 5928 889 211 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 13 3 14 Subtotal 3269 5928 901 213 15 Ductloads 5% 1% 179 77 5% 1% 49 3 Total room load 3448 6005 951 216 Air required(dm) 135 217 37 8 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -rw wrightsoft- 2024-Jan-1613:16:54 Right-Suite®Universal 2023 23.0.05 RSU26095 Pagel) cBay BlvdW452_Pecor9c Bay_Blvd_Permitdrg.nQ Calc=MJ8 Front Door faces:NW NEW PORK BUILDING Right-J®Worksheet Job: 3436 1st Floor-exist Date: Dec 15,2023 New York Building Technology Group By: Tom Baccarella 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Mud Rm Office 2 Exposed wall 12.3 ft 29.8 ft 3 Room height 9.0 ft heat/oocl 9.0 ft heat/cool 4 Room dimensions 9.3 x 6.8 ft 15.0 x 14.8 ft 5 Room area 62.4 T 221.3 fl? Ty Construction U-value Or HTM Area (ft) Load number Btuh/ftz-° ' ( ) Load Area ( � (Biuh/ft) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VV��Il 12C-0sv 0.091 ne 5.12 1.66 0 6 0 0 0 0 0 0 _I G DefaultNYBTG 0.320 ne 18.02 22.74 _- 0 0 0 _ 0 _ 0 _ 0 -0 0 W 12FOsw 0.065 ne 3.66 0.78 0 0 0 0 0 0 0 0 Default NYBTG- 0.320 ne 0.00 0.00 0 _ _ 0 _ 0 0 _ 0 _ _ 0 0 0 11 IW 12C-Osw 0.091 se 5.12 1.66 0 0 0 0 0 0 0 0 I--c� DefaultNYBTG 0.320 se 18.02 28.37 0 0 0 0 0 0 0 0 GlassSlider __ _0.320 _se 18.02 28.37 ___0 0 _ _ 0 __ 0 -0 ___ 0_ 0 0 W 12F-0sw 0.065 se 0.00 0.00 0 0 0 0 0 0 0 0 Glass Slider 0.320 se 0.00_ 0.00. 0 _ 0 _ _ 0 0 0_ _ 0 0 0 IW 12C-Orly 0.091 sw 5.12 1.66 61 61 311 101 0 0 0 0 --G Default NYBTG 0.320 sw 18.02 .28.37 0 0 0 _ 0- 0 0- 0 - 0 V�I 12FOsw 0.065 sw 3.66 0.78 0 0 0 0 133 90 331 71 -G Default NYBTG 0.320 sw 18.02 _ _28.37 0 0 0 0 42 0 762 1201 1N 12C-Osw -0.091 nw 5.12 1.66 - 50 24 124 -40 0 0 0 - 0 Default NYBTG 0.320 nw 18.02 22.74 0 0 0 0 0 0 0 0 Glass Swing DR 0.320 nw 18.02_ 22.74 _.._25 0 __. 457- --_ 577_ __0_ _._ -0-- _ ____0 -- _ Q W. 12FOsw 0.065 nw 3.66 0.78 0 0 0 0 135 90 328 70 L-c DefaultNYBTG_ 0.320 nw 18.02 22.74 0 0 0 0 45 0 819 1034 R 12C-Osw 0.091 - 5.12 0.76 0 0 0 0 0 0 0 0 T-D 11DO_ 0.390 n _21.96 9.05 0 0 0._ _- 0_ 0_ _ _ 0 0 Q C 18A-38zd 0.029 1.63 0.54 38 38 63 2.1 18_9 189 308 102 . - .. - C Adiabaticceili __ 0.255- = 14.33 0.00 .8 _ _ $ _11.6. _ 0 0 -0" 0 _ _ 0 F 19C-Obscp 0.368 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-6bswp 0.368 - 1.37 023 62 62 _ 85 _ _ 14 221 221 302 50 F 19C-Ocswp_ 0.358 1.37 0.23 0 _ _ 0, 0 0 0 _ 0 0 0 22C-10�m _ _. _.. 1.108_ - 62.38_- _0.00 .- _ _0_ __. 0 _- _ 0 -- _ _0 0 6 c)AEDexcursion 172 493 Envelope lose/gain 1156 925 2851 3020 12 a) Infiltration 157 10 382 25 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 1732 Subtotal(lines 6 to 13) 1314 935 3232 5007 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 64 266 0 0 14 Subtotal 1378 1201 3232 5007 15 Ductloads 5% 1% 76 16 5% 1% IT7 65 Total room load 1453 1217 3410 5072 Air required(dm) 57 44 134 183 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -FW wrigtitsoGit� 2024-Jarr1613:16:54 Rigid-Sate@ Universal 2023 23.0.05 RSU26095 Page 10 ...BayBlvdr4452_Pecoric Bay_Blvd_Permitfirg.rLp CaIc=MJ8 Front Door faces:NW NEW PORK Right-J®Worksheet Job: 3436 le uiY;oio c Date: Dec 15,2023 1st Floor-exist By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtgg.com Web:www.NYBTG.com 1 Room name Pwdr Rm 2 Exposed wall 0 ft 3 Room height 9.0 ft heaV000l 4 Room dimensions 5.8 x 5.0 ft 5 Room area 28.8 T Ty Construction U-value Or HTM Area (fF) Load Area Load number (Btuh/Fe--°F) (B1uh/IV) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W, 12C-Osw - -0.091 -ne 5.12 1.66 0 0 -0 0 �_ G Default NYBTG 0.320 ne 18.02 22.74 0 0 _ 0 0 _ W 12F Osw 0.065 ne 3.66 0.78 0 0 0 0 DefaultNYBTG 0.320 ne_ 0.00 _ _ 0.00 0 0 0 0 11 W 12C-Osw _ 0.091 se 5.12 1.66 0 0 0 0 Default NYBTG 0.320 se 18.02 28.37 0 0 0 0 Glass Slider __ 0.320 _se _ 18.02 _28.37 _ -_ 0 __ 0- _ 0 _-_ -0 IW 12FOsw 0.065 se 0.00 0.00 0 0 0 0 L-c_ Glass Slider 0.320 se_ 0.00 _ 0.00_ 0 0 0 0 IW 12C-Osw 0.091 sw 5.12 1.66 0 0 0 0 L-c Default NYBTG_ 0.320 sw 18.02 28.37 _ 0 0 .0 0 _ V�/ 12F-Osw 0.065 sw 3.66 0.78 0 0 0 0 T-G Default NYBTG_ 0.320 sw 18.02 28.37 0 0 0 0 ViV 12C-OsN LL0.091 nw 5.12 1.66 0 0 0 0 I�---GG Default NYBTG 0.320 nw 18.02 22.74 0 0 0 0 Glass Swing DR..,- __ _ _ 0.320_nw. , _18.02 22.74_ _____ 0 0_ W 12F Osw 0.065 nw 3.66 0.78 0 0 0 0 T-C DefaultNYBTG 0.320__nw_ 18.02 22.74 0 0- 0 0 R - 12C-Osw 0.091 - 5.12 0.76 0 0 0 0 �-D 11D0_ -- - - 0.390 _ n_ 21.96 -9.05. 0 _ _0 0 ---- _.- C 18A-38zd 0.029 1.63 0.54 1_0 10 16 5 C Adiabaticoeili, 0255 - 14.33 _ 0.00 . 0 0 _ 0 0- F 19C-Obscp 0.368 0.00 0.00 0 0 0 0 F _19C-0bswp_ 0.368 1.37_ 028 V O 0 0 0 F 19C-Ocswp_ _ 0.368 _ 1.37 0.23 29 29 39 6 F 22C-10tpm_ -- _ _- 1.108 _ 62.38 _ 0.00,.. - 0 0 '0, - 6 c)AED excursion -1 Envelope loss/gain 56 11 12 a) Infiltration 0 0 b) Roomventilation 0 0 13 Internal gains: Occupants@ 230 0 0 Appliancesbther 0 Subtotal(lines 6 to 13) 561 11 Less eAemal load 0 0 Lesstransfer 0 0 Redistribution -56 -11 14 Subtotal 0 0 15 Ductloads 5% 1% 0 0 Total room load 0 0 Air required(dm) 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. i}F- 2024-Jan-1613:16:54 _10UN Right-Suite®Urdversal202323.0.05 RSU26095 Page 11 ...c Bay Blvdkt452_Pecode-Bay_Blvd_Permitting.np Calc=MJ8 Frord Door faces:NW g s NEW YORK BUILDING Right-J®Worksheet Job: 3436 2nd Floor- NEW Date: Dec 15,2023 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name 2nd Floor-NEW Landing 2 Exposed wall 142.0 ft 14.5 ft 3 Room height 8.9 ft d 8.9 ft heaUcool 4 Room dimensions 1.0 x 137.1 ft 5 Room area 932.6 itz 137.1 f<z Ty Construction U-value Or HTM Area (ft') Load Area (ft2) Load number (Btuh/ff=--°F) (Btiuhflt=) or perimeter (ft) (Btiuh) or perimeter (ft) (Btiuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 VEC12C-Osw -0.091 ne 0.60 0.00- 0 0 - 0 - 0 '0- 0- _...0 6 DefaultNYBTG . .. 0.320 -ne 0.00 _ 0.00, ._. _. 0 0 -_0 __ _ 0 0 0 0 _ __ 0 W 1217-0sw 0.065 ne 3.66 0.78 258 246 900 192 0 0 0 0 C_� DefaultNYBTG 0.320 -ne 18.02-_ 22.74 12 _ 0 220 278_ _ 0 0 0 _ 0 11 WI - 12C-Osw 0.091 se 0.00 0.00 0 0 0 0 0 0 0 0 �-c� DefaultNYBTG 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 I-G Glass Slider 0.320 se 0.00 0.00 0 JD 0 __ 0 0 0 0 _ 0 WI - 12F Osw 0.065 se 3.66 0.78 345 72 265 57 129 26 97 21 L-_G GlassSlide_r _ 0.320 se _ 18.02 _ 28.37 _ 272 0 4_908 7.728_ _ 1.03 0 1.8.49 2911 W 12C-Osw 0.091 sw 0.00 0.00 0 0 0 0 0 0 6 0 �G DefaultNYBTG 0.320.sw 0.00 _0.00 0_ 0 - 0 _ 0. 0 0 0 0 W 12F 0sw 0.065 sw 3.66 0.78 258 246 900 192 0 0 0 0 T-G DefaultNYBTG 0.320 sw 18.02 28.37 12 0_ 220 3.47 0 0 0 0 W 12C-Osv 0.091 nw 0.00 0.00 0 0 0 0 0 0 0 0 DefaultNYBTG 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 Glass Swing DR _ 0.320 nw 0.00 0.00 __0 _ __ 0 _ 0. _ 0_ 0 _ ___ 0_ 0 1N 12F-Osw 0.065 nw 3.66 0.78 374 318 1163 248 0 0 0 0 t-G DefaultNYBT_G 0.32.0 nw, 18.02 22.74 _56 0 1009 1273 0 0- 0 0 q 12C-Osw 0.091 - 5.12 0.76 29 29 148 22 0 0 0 0 I-___D 11 DO _ 0.390 _ n 0.00 --0.00 ____ 0-- _ _ 0 0 _ __ 0- 0 0 0 0 C 18A-38zd 0.029 1.63 0.54 933 933 1523 506 137 137 22.4 74 .0 Adiabaticceili 0255 0.00 0.00 0 „.._. 0 0 _ 0 0 0. 0 0 F 19C-Ob 0.368 1.37 0.23 60 6.0 82 14 4 4 5 1 F 19C-Obsmp_ 0.368 _0.00 0.00 0 0_LL 0 _ 0_ _ 0 0 0 0 F _-, 19C-0gwp 0.368 0.00 0.00 0 0 0 0 _ _0_ 0 0 __0 F__ 22C-10tpm_ _ _ _ _ 1.108 _; _ 0.00-. 0.00 _ _ 0 _ 0- 0 _ - 0--- 0 0- _0 _ 0 6 c)AED excursion 288 319 Envelopeloss/gain 11338 11143 2175 3326 12 a) Infiltration 1760 117 184 12 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliances(other 2791 341 Subtotal(lines 6to 13) 13098 14051 2359 3679 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 13098 14051 2359 3679 15 Ductloads 0% 0% 0 0 0% 0% 0 0 Total room load 13098 14051 2359 3679 Air required(rim) 600 60 108 157 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -Ild- 2024-Jars-1613:16:54 """"" """"'�"'"'°'"• Right-Suite®Uriversal 2023 23.0.05 RSU26095 Page 12 ...c Bay Blvd'4452_Pecoric Bay_Blvd_Permittirg.rLp Calc=MJ8 Front Door faces:NW Rig/'�ht-J®Worksheet Job: 3436 EW Y0Re&,-,'N �-!m �J'. Date: Dec 15,2023 2nd Floor- NEW By: TomBaccarella New York Building Technology Group 169 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.ocm Web:www.NYBTG.com 1 Room name Listening Rm Primary Bath 2 Exposed wall 46.8 ft 32.8 It 3 Room height 8.9 It heatI000l 8.9 ft heat/cool 4 Room dimensions 1.0 x 247.8 ft 1.0 x 149.3 ft 5 Room area 247.8 ft2 149.3 T Ty Construction U-value Or HTM Area (ft2) Load Area (tt2) Load number (Btuh/ft--°F) (Btu or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 ne 0.00 0.00 0 0 0 0 0 0 0 0 Default NYBTG -. ____ 0.320 ne 0.00 _ 0.00 _ - _0 0 _-_ 0 0 0 -0 0 0 IW 12F-Osw 0.065 ne 3.66 0.78 0 0 0 0 80 80 293 62 Default NYBTG,_ 0.320 ne 18.02 22.74 _ _ - 0 - _ 0_-. 0__ _ -0 _ 0 0 0 _ 0 11 W 12C-Osw 0.091 se 0.00 0.00 0 0 0 0 0 0 0 0 I--G Default NYBTG 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 �G Glass Slides --- -._0.320 se -0.00.----0.00 -- - _0 -_ 0------ 0- - _0 _ 0-- ._ _.0 0 - -0 IW 12F Osw 0.065 se 3.66 0.78 87 20 72 15 0 0 0 0 L-_ G__ Glass Slider 0.320 _se 18.02 28.37 67 0 1211 1906 0 0 0 0 .W 12C Osw _. .. - --0.091 sw 0.00 0.00 0 0 0 - 0 -0- 0--- _� Default NYBTG_ 0.320 sw 0.00 _ 0.00 0 0 0 0. -0 0- 0 . _ 0 1Q/ 12F Osw 0.065 sw 3.66 0.78 165 165 603 128 40 40 147 31 G Default NYBTG 0.320 sw 18.02 28.37 0 0 0 0 0 0 0 0 11�1 12C-Osw 0.091 nw 0.00 0.00 0 0 0 0 0 0 0 0 Default NYBTG 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 Glass Swing DR___ 0.320, nW _ 0.00 _0.00 _ _. 0 _ -0 0_ _ - _0_ _0 _ 0 -0 --0 1N 12F-Osw 0.065 nw 3.66 0.78 136 168 394 84 171 143 524 112 G Default NYBTG 0.320 _mv 18.02 22.74. 28 0 504 637 28 0 504 637 q 12C-Osw 0.091 - 5.12 0.76 29 29 148 22 0 0 0 0 �- 11D0_ _ _ _. . ..0.390 n 0.00 0.00 0 0 -0 --0' _ _ _ 0", 0- _ _ 0 0. C 18A-38ad 0.029 1.63 0.54 248 248 405 .134 149 149 244 81 C Adiabatic,oeili 0255 _ 0.00,- 0.00 -0- _ 0, _ __- 0- _ '0 _ _ _0 _ '0 0 0 F 19C-Obscp 0.368 1.37 0.23 0 0 0 0 0 0 0 0 F _ 19C-Obs W_. 0,368 _ - _ 0.00' 6.00 - 0 0- _ _ __ ,_ - _._ _ _ _ 0 _ 0 _ 0 F_ 19C-Oc&W _ 0.368 0.00 0.00 0 0 0 0 0 0 _ 0 _ - __ 0 F_ _ - _ --22C-10�m _ 1.10 0.00 0.00 08 - -- 0 - -- 0 -- -- - --0 - 0 - -- 0-- - - - O. - - -0 6 c)AED excursion -173 237 Envelope loss/gain 3336 2753 1712 1160 12 a) Infiltration 552 37 415 28 b) Room ventilation 0 0 0 0 13 Internal gains'. Occupants@ 230 0 0 0 0 Appliances/other 1050 0 Subtotal(lines 6 to 13) 1 3888 38401 2128 1188 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3888 3840 2128 1188 151 Dudloads 1 -0% 0% 0 0 -0% 0% 0 0 Total room load 3888 3840 2128 1188 Air required(dim) 178 164 97 51 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -r�&- wrigt%tsoft- 2024-Jan-1613:16:54 B' Rigtt-Suite&Uriversal202323.0.05RSU26095 Page 13 c Bay Blvdkt452_Peooric_ ay_Blvd_Permitting.rEp Calc=MJ8 Frort Door faces:NW NEW YORK IB UIY.D ING Right-M Worksheet Job: 3436 2nd Floor- NEW Date: Dec 15,2023 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name Primary Bed Primary WIC 2 Exposed wall 36.0 ft 4.5 ft 3 Room height 8.9 ft heat/wol 8.9 ft heat/cool 4 Room dimensions 14.5 x 15.5 ft 14.5 x 4.5 ft 5 Room area 224.8 ft' 65.3 ft Ty Construction U-value Or HTM Area (ft) Load Area (T) Load number (Btuhffl--°F) (BtirfilfF) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 1f/ 12C-Osw _ 0.091 ne 0.00 o.00 0 0 -0 0 0 0 0 0 �G DefaultNYBTG 0.320 ne 0.00 0.00- - 0 0 0 _ 0 0 0 __ 0 0 IW 12F-Osw 0.065 ne 3.66 0.78 138 126 460 98 40 40 147 31 �--G Default NYBTG _ _ 0.320 ne- 18.02 22.74 12__ _0 220 278 0 _ 0 0 0 11 W 12C-Osw 0.091 se 0.00 0.00 0 0 0 0 0 0 0 0 I--G DefaultNYBTG 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 �G Glass Slider 0.320-_se 0.00 0.00 0 0 0 0 0 0 0 0 IW - 12F Osw - 0.065 se 3.66 0.78 129 26 - 97 -21 - 0 0 0 - 0 L-C Glass Slider 0.320 se 18.02 28.37 1.03 0 184.9 2.911 0 _ 0_ 0 0 IW 12C-Osw 0.091 sw 0.00 0.00 0 0 0 0 0 0 0 0 ' _G DefaultNYBTG 0.320 sw _0.00 .0.00 _ 0 0_ _, _0 0 _ - 0- 0 0 _ -0 V�I 12F Osw 0.065 sw 3.66 0.78 53 41 151 32 0 0 0 0 TG DefaultNY_B_TG 0.320 sw 18.02 28.37 12 0 22.0 347 0 0 0 0 W 12C-Osw 0.091 nw 0.00 0.00 0 0 0 0 0 0 0 0 Default NYBTG 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 Glass Swing DR 0.320 nw 0.00 0.00 0 - -, 0.. _ _ 0 _, -0__ _0 _ _ __0 0 0 W 12F Osw 0.065 nw 3.66 0.78 0 0 0 0 0 0 0 0 --.C' DefaultNY_BTG 0.320 nw 18.02 2.2.74 0 0 0 0 0 0 0 0 RR 12C-Osw 0.091 5.12 0.76 0 0 0 0 0 0 0 0 _I,_ D- 111DO _ 0.390_ n- 0.00 0.00 _ 0 _ __ 0 0 0 0 0 0 --0 C 18A-88zd 0.029 1.63 0.54 225 2_2.5 367 122 _65 65 10.7 35 C' Adiabaticceili 6255_ - _ _ 0.00 _0.00 0 - 0 0 p 0 0 0 0 0 F 19C-ObE 0.368 1.37 0.23 - _0 _. 0_ _ _ _0 0. 0 _-_ _ 0. 0 .,_ 0 F 19C-0b9nlp 0.368 0.00 0.00 0 0 0 -0 _ 6 _,_ . 0 0 0 F - _ 19C-Ocstivp_ _0.368 0.00 0.00 - -_ _ 0- 0 0 0 0 _- 0 0- 0 F _ _ 22C-10tpm _ 1.108 0.00 0.00 0 __ 0 __0 0 _0 .._ _o, -0 _ _0 6 c)AED excursion -86 -3 Envelope loss/gain 3363 3722 253 64 12 a) Infiltration 457 30 57 4 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliances/other 1400 0- Subtotal(lines 6 to 13) 3820 5152 310 67 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3820 5152 310 67 151 Ductloads 1 -0% 09X 0 0 -0% 0%1 0 0 Total room load 3820 5152 310 67 Air required(dm) 175 220 14 3 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -Pld- 2024-Jan-1613:16:54 Right-Suite@Udversal202323.0.05RSU26095 Page14 cBayBlvdkt452_Pecoric Bay_Blvd_Permitting.rEp Calc=MJ8 Front Door faces:NW RI ht-J®Worksheet Job: 3436 NEW YORK a uiY�oi � Date: Dec 75,2023 2nd Floor- NEW New York Building Technology Group By: Tom Baccarella 159 Rt 25A Buldirg 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name Storage&4ech Upper Stairs 2 Exposed wall 7.5 ft 0 It 3 Room height 8.9 ft heatbool 8.9 It heat/cool 4 Room dimensions 1.0 x 50A ft 8.0 x 7.3 ft 5 Room area 50.4 itz 58.0 fl Ty Construction U-value Or HTM Area (ft) Load Area (ft') Load number (BWh/ff--°F) (B or perimeter (ft) (Bluh) or perimeter (ft) (Btuh) Heat Cool Gross NIPS Heat Cool Gross NIPS Heat Cool 6 W 12C-Osw 0.091 ne 0.00 0.00 0 0 0 0 0 0 0 0 Default NYBTG. - _ 0.320 ne_ 0.00_ 0.00 _ ., 0 .._ 0 _ _ __0. 0. __. .. 0- 0 . __ 0. __0 I W 12F-Osw 0.065 ne 3.66 0.78 0 0 0 0 0 0 0 0 L-G DefaultNYB_TG-_ _- _ 0.320 ne_ 18.02 _ 22.74 0 - 0 - _ -0----_ _ _0 0 0 0 0 11 W 12C-Osw 0.091 se 0.00 0.00 0 0 0 0 0 0 0 0 DefaultNYBTG 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 Glass Slider_ __ 0.320 se_ 0.00_ _ 0.00 _ _ _ 0 __ ___0_ _ - 0 __0, _ 0 0_ -0 _ 0 I --G WI � 12F Osw 0.065 se 3.66 0.78 0 0 0 0 0 0 L0 0 �- Glass Slider 0.320 se 18.02 28.37 0 0 0 0 0 0 0 0 IW 12C-Osw 0.091 sw 0.00 0.00 0 - -.. _0 -. _0 0 - 0 0 1 0 �--G DefaultNYBTG 0.320 sw_ 0.00 0.00 0 __ 0 -0 0 0- 0 - 0 _ 0 1217-0sw t-G0.065 sw 3.66 0.78 0 0 0 0 0 0 0 0 DefaultNY_BTG 0.320 sw 18.02 28.37 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 nw 0.00 0.00 0 0 0 0 0 0 0 0 I -G Default NYBTG 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 _ _O GlassSnring.DR .. 0.320_nw_ _ 0.00 0.00 0 _0 --0 ____ 0 0.- 0 _ __ 0. _ 0 W 12F-0sw 0.065 nw 3.66 0.78 67 67 244 52 0 0 0 0 T-G DefaultNYB_TG_ 0.320 nw 18.02 22.74 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 - 5.12 0.76 0 0 0 0 0 0 0 0 11D0_ _ 0.390 n 0.00 . 0.00 0 _ _ _ _0. _ _ 0 0, _ 0 0. _ 0 _ 0 C 18A-38zd 0.029 1.63 0.54 50 _50__ 82 27_ 5.8 58 95 31 I:; ._ Adiabaticceili- . __ 0.255 0.00 0.00 _ 0 _ _ 0 0 _ 0 -0 0 _ 0 _ 0 F 19C-Obscp 0.368 1.37 _ _0.23 0 0 0 0 56 5.6 _7.7 13 IF _ 19C-Obswp-- 0.368 - 0.00 0.00 _ _ 0 0 _ - _ _0 0 0 0 _.- 0 0 _F 19C-0cgm 0.368 0.00 0.00 0 0 0 0 0 0 0 0 F- _ - 22C,10tpm- 1.108 = 0.00 0.00 _ -- 0 __ 0--- -0 _ -0 0 6, _ 0 6 c)AED excursion -4 -2 Envelope lossrgain 327 76 171 42 12 a) Infiltration 95 6 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoeslother 0 0 Subtotal(lines6 to 13) 4221 82 171 42 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 422 82 171 42 15 Dud loads -0% 0% 0 0 -0% 0% 01 0 Total room load 422 82 171 42 Air required(dm) 19 4 8 2 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. - .F wrightsoft- 2024-Jan-1613:16:54 _•---- Rigtt-SLdte®Uriversal202323.0.05 RSU26095 Page 15 c Bay Blvd\4452_Pecortc Bay_Blvd_Permittirg.ryp Calc=MJ8 Front Door faces:NW N 1st Floor 92 cfm 92cfm Office Bed 1 06 cfrn 7E,t,yCI } 37 cfm 448 ifm 95 cfin 18 cim 115 cfm �6 3 cfm Entry Hall 7„ it/Book Nook L Bed 2 Bath Bed 2tairs �" 6" `6" 6" 7" �6 cfm �6 { 798 o }r Hall r Rm 5f ctm sundry 4 ud Rm _ '26 x 10 2 10 10 x 1 erNiaster-B 14x10 8x10 6x 0 x BiningRm �„ 6„ cfm Living Rm 1" 7„ �60 fin 7" 7" 79 cfm 109 cfrn 109 61, 6" Former Maste Bed Kitchen 124 cfin 24 cfm CE13 [a 78 cfrn cfm Job#: 3436 New York Building Technology Group Scale:1 :98 Performed by Tom Baccarella for: Page 1 4452 Peconic Bay Blvd,Laurel,NY 11948 159 Rt 25A Building 1 Suite B RightSuite®Universal2023 11575 Main Bayview Road Miller Place,NY 11764 024-J 5 R 613:17 5 Southold,NY 11971 2024Jan 1613:1724 Phone:om 495-0289 ... Peconic_Bay_Blvd_Permitbng.rup Phone:(347)276-6093 www.NYBTG.com Tom@nybtg.com margot@isaac-rae.com N 2nd Floor Primary Bath P7din TLanding 11 8cfm Prima C 14c89cfrn 89cfrntairs 7�Listening Rmn UL 110 cfirr 110 cfrn Chase Primary Bed Job#: 3436 New York Building Technology Group Scale:1 :98 Performed by Tom Baccarella for: Page 4452 Peconic Bay Blvd,Laurel,NY 11948 159 Rt 25A Building 1 Suite B RightSuite®Universal 2023 11575 Main Bayview Road Miller Place,NY 11764 23.0.05 RSU26095 2024Jan-1613:1725 Southold,NY 11971 Phone:631-495-0289 ... Peconic_Bay_Blvd_Permitting.rup Phone:(347)276-6093 www.NYBTG.com Tom@nybtg.com margot@isaacrae.com 4 Duct System Summary Job: 3436 NEW YORKIR ovLDING Date: Dec 15,2023 1st Floor-exist By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 SUte B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rotg.com Web:www.NYBTG.com Project • • For: 4452 Peconic Bay Blvd,Laurel,NY 11948,Issac-Rae Studio 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)276-6093 Email:margot@isaac-rae.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.24 in H2O 0.24 in H2O Available static pressure 0.26 in H2O 0.26 in H2O Supply/return available pressure 0.136/0.124 in H2O 0.136/0.124 in H2O Lowest fiction rate 0.053 in/100ft 0.053 in/100ft Actual airflow 1211 cfm 1211 cftT1 Total effective length(TEL) 490 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfrn) (cfm) FIR (in) (in) Mati Ln(ft) Ln(ft) Trunk ArVBookNook h 2936 115 60 0.070 7.0 Ox0 VIFx 20.5 175.0 st3 Bed 1 h 2691 106 79 0.053 7.0 Ox 0 VIFx 76.5 180.0 st3B Bed 1+2 Bath h 468 18 2 0.059 6.0 Ox 0 VI Fx 51.8 180.0 st3A Bed 2 h 1609 63 60 0.058 6.0 Ox 0 VI Fx 69.5 165.0 st3C Dining Rm c 2173 49 79 0.076 6.0 Ox 0 VIFx 28.0 150.0 st3 Entry Hall h 2417 95 74 0.071 6.0 Ox 0 VI Fx 32.3 160.0 st3 Former Master Bed h 1985 78 64 0.062 6.0 Ox 0 VI Fx 58.8 160.0 st3A Former Master Bed-A h 1985 78 64 0.063 6.0 Ox 0 VI Fx 65.0 150.0 st3A FormerMaster Bath h 1534 60 30 0.060 6.0 Ox 0 VIFx 56.8 170.0 st3B Kitchen c 3425 93 124 0.071 7.0 Ox0 VIFx 27.3 165.0 st3 Kitchen-A c 3425 93 124 0.070 7.0 Ox0 VIFx 19.0 175.0 st3 Living Rm c 3002 68 109 0.083 7.0 Ox 0 VIFx 34.3 130.0 st3 Living Rm-A c 3002 68 109 0.060 7.0 Ox 0 MR 42.3 185.0 st3A Lower Hall h 951 37 8 0.060 6.0 Ox 0 MR 58.3 170.0 st3A Mud Rm h 1453 57 44 0.075 6.0 Ox 0 VIFx 6.8 175.0 st3 Office c 2536 67 92 0.072 6.0 Ox0 VIFx 50.0 140.0 st3 Office-A c 2536 67 92 0.054 6.0 Ox0 VIR 59.3 195.0 st3A -*- wrightsoft® 2024-Jarr1613:16:56 �, ...o•��Awu- Right-Sritersl Uriversa12023 23.0.05 RSU26095 Page l A ...cBayBlvdW452_Peconic_Bay_Blvd_Permitfing.np Calc=MJ8 Front Door faces:NW � w SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (Cfm) FR (fpm) (in) (in) Material Trunk st3C PeakAVF 63 60 0.058 151 5.5 10 x 6 ShtMetl st3B st3B PeakAVF 229 169 0.053 412 9.0 10 x 8 ShtMetl st3A st3A PeakAVF 574 507 0.053 591 12.7 10 x 14 ShtMetl st3 st3 PeakAVF 1211 1211 0.053 671 16.8 10 x 26 ShtMetl Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (Cfm) (Cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat] Trunk rb1 Ox 0 722 798 159.8 0.078 747 14.0 Ox 0 ShMt rt2 rb3 Ox 0 283 265 211.0 0.059 520 10.0 Ox 0 ShMt rt2A rb4 Ox 0 63 60 219.8 0.056 321 6.0 Ox 0 ShMt rt2B rb5 Ox 0 143 87 233.8 0.053 409 8.0 Ox 0 ShMt rt2B TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (drn) FR (fpm) (in) (in) Material Trunk rt2B PeakAVF 206 147 0.053 296 8.7 10 x 10 ShtMetl rt2A rt2A PeakAVF 489 413 0.053 587 12.0 10 x 12 ShtMetl rt2 rt2 PeakAVF 1211 1211 0.053 671 16.8 10 x 26 ShtMetl wrigF•tsoft® 2024-Jarr1613:16:56 ,yti� r Rigrd-Sute®Uriversal202323.0.05RSU26095 Page2 /11iC11 ..cBayBlvdki452_Pecoric Bay_Blvd_Permimng.np CaIc=MJ6 FrorRDoorfaees:NW Duct System Summary Job: 3436 NEW YORK BUILDING Date: Dec 15,2023 2nd Floor- NEW By: Tom Baccarella New York Building Technology Group 159 Rt25A Bdldirg 1 Sute B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com Project • • For: 4452 Peconic Bay Blvd,Laurel,NY 11948,Issac-Rae Studio 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)276-6093 Email:margot@isaao-rae.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.27 in H2O 0.27 in H2O Available static pressure 0.23 in H2O 0.23 in H2O Supply/return available pressure 0.164/0.066 in H2O 0.164/0.066 in H2O Lowest friction rate 0.085 in/100ft 0.085 in/100ft Actual airflow 600 drn 600 cfm Total effective length(TEL) 270 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk Lending c 3679 108 157 0.085 8.0 Ox0 VIFx 17.3 175.0 st1 Listering Rm h 1944 89 82 0.130 6.0 Ox 0 VIFx 21.3 105.0 st2 ListeringRn-A h 1944 89 82 0.106 6.0 Ox0 VIFx 14.5 140.0 st2 Primary Bath h 2128 97 51 0.097 6.0 Ox 0 VI Fx 18.3 150.0 st1 Primary Bed c 2576 87 110 0.116 7.0 Ox0 VIFx 36.5 105.0 st1 Primary Bed-A c 2576 87 110 0.086 7.0 Ox0 VIFx 30.0 160.0 st1 Primary WIC h 310 14 3 0.100 6.0 Ox0 VIFx 23.3 140.0 st1 Storage/Mech h 422 19 4 0.092 6.0 Ox0 VIFx 3.3 175.0 st1 Upper stairs h 171 8 2 0.092 6.0 Ox0 VIFx 12.3 165.0 st1 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfrrl) (cfm) FIR (fpm) (in) (in) Material Trunk st1 PeakAVF 422 436 0.085 628 10.4 10 x 10 ShtMetl st2 PeakAVF 178 164 0.106 641 7.1 10 x 4 ShtMetl Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfrrl) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Mat Trunk rb2 Ox0 600 600 78.0 0.085 561 14.0 Ox 0 VIFx - WrIghtsoft® 2024-Jan-1613:16:56 Rigtf-Sdte@Uriversal202323.0.05RSU26095 Page 3 cBayBlvdk452_Pecodc Bay_Blvd_Permitting.np Calc=MJ8 Frort Door faces:NW 1' FIELD INSPECTION REPORT DATE COMMENTS ! . FOUNDATION(1ST) CjeOIL ------------------- ------ ------ I �r FOUNDATION (2ND) '� L� z ROUGH FRAMING& PLUMBING Ithf sp 4b Low" r INSULATION PER N.Y. y STATE ENERGY CODE 1 z� l FINAL ADDITIONAL COMMENTS t • 2.1;- eaak 3-75-= EL •f- S E /001103 i r�� Ste�es C _`' b 0 Ar �. s - - gym ', MEN- � Y s � � C �H .�o� o�y.• TOWN OF SOUTHOLD—BUILDING DEPARTMENT H T; Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 .may • o� ;, Telephone(631) 765-1802 Fax(631) 765-9502 littps://www.soutlioldtowniiy.gov ;reived APPLICATION FOR BUILDING For Office Use Only !t. PERMIT NO. Building Inspector: MAR Z2.,';,;24 ' -Applications and forms,:must be filled out in their entirety.Incomplete a - lications Will be acce ted. Where the A licant.is not the owner,an pp P PP IL01ti'4�f� �T Owner's Authorization form(Page 2)shall be completed + i9i'J619f1Ftte►�raae�s Date: March 13, 2023 OWNER(S)_OF PROPERTY: Name: Mark and Lisa Montifiore SCTM# 1000- 128-04-22.1 &22.2 Project Address: 4452 Peconic Bay Blvd,Laurel NY Phone#: 917-459-4805 Email:lcmontifiore@gmail.coin,mmontifiore@gmail.com Mailing Address: 4452 Peconic Bay Blvd,Laurel NY 'CONTACT PERSON: . 2 Name: Margot Coffey, Clay Coffey —�j `3�} — a7 (�� J Mailing Address: 430 Main Street,Greenport NY 11944 Phone#: 646-275-2447 Email: margot@isaac-rae.com,clay@isaac-rae.com DESIGN PROFESSIONAL INFORMATION: Name: Margot Rae�Coffey,Isaac Clay Coffey-Isaac-Rae Studio LLC Mailing Address: 430 Main Street,Greenport NY 11944 Phone#: 347-276-6093 Email: margot@isaac-rae.com,clay@isaac-rae.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION El New Structure X]Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 1,000,000 Will the lot be re-graded? ❑Yes IJNo Will excess fill be removed from premises? (Des ❑No ,1� PROPERTY]NFOWATION Existing use of property: single family residence Intended use of property: single family residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes R!No IF YES, PROVIDE A COPY. ® Check Box After Reading:. The owner/contractor/design professional is responsible for all drainage and storm.water Issues as provided by . Chapter,236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone, Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings; additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authoriied inspectors on premises and in building(s)for necessary inspections.False statements made herein are Punishable as a Class A misdemeanor pursuant to Section 210.45 of,the New Yoik State Penal.Law. Application Submitte/(prin aa lay Co. C�Authorized Agent ❑Owner Signature of Applica Date: 3/14/23 STATE OF NEW YORK) SS: COUNTY OF ASV i 4C — C0��i/ being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Ull_1" 4_ 1�3_ ontractor,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 day of 20 Notary PLINO* DISALVO NOTARY PUBLIC-STATE OF NEW YORK No. O1 D1475593 PROPERTY OWNER AUTHORIZATION Qualified In Suffolk County '/_ (Where the applicant is not the owner) My Commission Expires April 30, 20Z& Lisa and Mark Montifiore residing,at 4452 Peconic Bay Blvd,Laurel NY do hereby authorize Isaac-Rae Studio/Margot and Clay Coffey to apply on my b half to the Town of Southold Building Department for approval as described herein. 3/14/23 Owner's Signature Date Lisa Montifiore,Mark Montifiore Print Owner's Name 2 ~�o� �FFOI ��GyAs TOWN OF SOUTHOLD—BUILDING DEPARTMENT y x, Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 hLps://www.southoldtownny. oovv •.;�'ZSITt'a Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: Ap:plicatioris_and forms:mus a filled outan the(r:entirety Incomplete-.;: applications will not'be accept `Where the Applicant;:is not'the owner,an Owner's Authorization form(Pa a 2)shall be completed D ate:March 21, 2024 OWNERS):OF PROPERTY Name: Mark and Lisa Montifiore scTM#1000-128.-4-22.2 Project Address:4452 Peconic Bay Iv Phone#: 347-276-6093 —Fmaii-Margot@isaac-rae.com isaac-rae.com Mailing Address: 4452 Peconic Bay BI CONTACT PERSON: Name:Margot Coffey Isaac-Rae Studio Mailing Address:430 Main Street Greenport N 11944 Phone#:6462752447 Fa—iI.Marqot@isaa-c-rae.c9m DESIGN PROFESSIONAL INFORMATION Name:lsaac Clay Coffey Isaac-Rae Studio Mailing Address:430 main street greenport NY 11944 Phone#:3472766093 Email: ay@isaac-rae.com 24. CONTRACTOR INFORMATION:.; Name:George Pav, Green Tree Development Corp Mailing Address:24 West Meadow Ln Stony.Brook NY 11790 Phone#: 6462752447 Email: Geopavjr mail.com DESCRIPTION:OF.PROPOSED.CONSTRUCTION El New Structure RAddition ®Alteration ®Repair ®Demolition timated Cost ofProject: ❑Other $ II ow aw Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ©Yes ONO 1 PROPERTY INFORMATION" Existing use of property:Single family residence Intended use of property:Single family residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ©Yes ❑No IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE tothe'Building Department for the Issuance of a Building Permit.pursuant to the Building Zone' ordinance of the Town of Southold,Suffolk,County,New York and.other applicable Laws,Ordinances.or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as Herein described.The applicant agrees to comply with all applicable laws;ordinances,building code, housing code and regulations and to admit authorized inspectors'on.;premises and In building(s)for necessary inspections:False'statements made.herein are punishable-as a Class A:misdemeanor pursuant to.Section 210.45 of the,New York State Penal Law. Application Submitted By(print name):Isaac Clay Coffey/ Isaac-Rae Studio BAuthorized Agent []Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of . 20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Mark and Lisa Montifiore residing at 4452 Peconic Bay Blvd I, Isaac-Rae Studio/Clay and Margot Coffey do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. 3/19/24 0 is ignatur-e Date Mark Montifiore, Lisa Montifiore Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: July 18, 2023 TO: Montifiore, Mark 60 W 13th St Ph B New York,NY 10011 Please take notice that your application received March 14, 2023: For permit to: Construct alterations and additions to an existing single-family dwelling at: Location of property: 4452 Great Peconic Bay Blvd., Laurel County Tax Map No. 1000—Section 128 Block 4 Lot 22.2 Is returned herewith and disapproved on the following grounds: The proposed construction, on this conforming 45,296.23 sq. ft. parcel in the Residential R-40 District, is not permitted pursuant Bulk Schedule Section 280 Attachment 3, which states: lots measuring 40,000 square feet or more in total size require a minimum side yard setback of 15 feet and a combined side yard setback of 35 feet. The survey shows the proposed addition to be located at 13.4 feet off of the side yard property line having a combined side yard setback of 31.98 feet. JAa'CW- Zf. ajAgleA Autgrized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. BOARD MEMBERS OF SO Southold Town Hall U ' Leslie Kanes Weisman, Chairperson �� ��® 53095 Main Road• P.O. Box 1179 Patricia Acampora �� �® Southold,NY 11971-0959 Eric Dantestti8 Office Location: Robert Lehnert, Jr. Town.Annex/First Floor Nicholas Planamento ® �� 54375 Main Road(at Youngs Avenue) C®UNITI, Southold,NY 11971 _ Ltzi� � l(_ I http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS �' �I��S ck"``` NOV 2 7 2023 TOWN OF SOUTHOLD NO V 2 0 2iJ93 ;. Tel. (631) 765-1809 SOUth®9d Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 16, 2023 ZBA FILE # 7844 NAME OF APPLICANT: Lisa and Mark Montifiore PROPERTY LOCATION: 4452 Great Peconic Bay Blvd, Laurel, NY SCTM#1000-128-4-22.2 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated 1 1/21/2023 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated October- 18, 2023. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject property is a conforming 45,296.23 square foot waterfront parcel located in an R-40 Zoning District. The parcel runs 111.75 feet of bulkhead frontage along Peconic Bay. The parcel runs 108.08 feet along Peconic Bay Boulevard, runs 559.55 feet on the East side and 563.83 feet on the West side. The parcel is improved with a one-story frame dwelling, a one-story garage, a shed, and a vinyl bulkhead with wood steps and wood groin. All is shown on a survey by Kenneth M. Woychuk, L.L.S. dated July 24, 2018. BASIS OF APPLICATION: Request for Variances from Article III, Section 280-15 and the Building Inspector's July 18, 2023,Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing a single-family dwelling; at; 1) located less than the code required minimum side yard setback of 15 feet; 2) located less than the code required minirnum combined side yard setback of 35 feet; located at: 4452 Great Peconic Bay Blvd, Laurel,NY. SCTM#1000-128-4-22.2. RELIEF REQUESTED: The applicant requests variances to construct a proposed second floor addition with a side yard setback of 13.4 feet and a combined side yard setback'of 31.98 feet. Town code requires a minimum side yard setback of 15 feet and a minimum combined side yard setback of 35 feet. Pagr,2,November 16,2023 #7844, Montifiore SCTM No. 1000-128-4-22.2 ADDITIONAL INFORMATION: The existing home has a side yard setback of 13.1 feet and a combined side yard setback of 22.6 feet. The proposed additions are for a second story on top of the existing one-story dwelling. During the public hearing the applicant's representative was asked to correct the site plan legend to reflect accurate proposed side yard setback detail. The corrected/revised plan was received and last revised November 3, 2023 showing side yard setbacks of 13.4 ft. and 18.58 ft and a combined side yard setback of 31.98 ft. for the proposed second story addition. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 2, 2023 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 &267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood is an older waterfront neighborhood consisting of single-family homes in which non-conforming side yard setbacks are common. The existing home is substantially setback from the street and is heavily screened on along the side yard with large mature evergreens and hedgerow. The dwelling on the adjacent property closest to the existing 13.4-foot side yard setback is a very large two-story dwelling and other two-story homes are common in this neighborhood. Granting of the variance will not produce any change in the character of the neighborhood. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant could make additions and alterations with a code conforming side yard setback. However, the existing I` floor side yard setbacks are nonconforming is non- conforming and the proposed relief for the second-floor addition of 13.4 feet for the single side yard setback and 31.98 feet for the combined side yard setback are more conforming to the code. 3. Town Law §267-b(3)(b)(3). The variances granted herein for the single side yard setback is mathematically substantial, representing 10% relief from the code. The variance granted for the combined side yard setback is also mathematically substantial representing 8.6 percent relief from the code. However, the proposed non-conforming side yard setbacks are for a second story addition over an existing one-story residence with the same non-conforming side yard setbacks. Architectural drawings show that the proposed.second story complies with the town code's sky plane/pyramid law regulations. 4. Town Law 4267-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 4267-b(3)(b)(5). The difficulty has not 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 requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a second-floor addition while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Lehnert, and duly carried, to Y. Page 3,November 16,2023 '#7844, Montiftore SCTM No. 1000-128-4-22.2 GRANT the variances as applied for, and shown on the Site Plan and Architectural drawings by Isaac Clay Coffey, Architect, (Sheets A-100-00; A-200.00, A-201.00, A202.00, A202.01, A-300.00, A-301.00), last revised November 3, 2023 SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall install, per the Suffolk County Department of Health Services approval, an Innovative Advanced(I/A) OWTS sanitary system. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVAL(S) GRANTED HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(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.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, Planamento, Acampora and Lehnert. (5-0) Leslie Kanes Weisman, 6airperson Approved for filing �� / 1712023 Board of Trustees 8 February 14, 2024 4. En-Consultants on behalf of DONALD J. & PAMELA E. SCHNEIDER requests a Wetland Permit to construct a 6.5'x11.5' one-story addition onto existing 1,063sq.ft. one- story dwelling; construct a 4'xT wood stoop and .a 4'x4' bluestone pathway in place of existing 62.2sq.ft. deck, stairs and walkway; construct 121.5sq.ft. raised wood deck with 4'x6' steps in place of existing 72.7sq.ft. deck and steps; and to reconstruct in-place existing 119.1 sq.ft•: raised deck; replace existing septic system with new I/A sanitary system located landward of dwelling; install a stormwater drainage system; and to establish and perpetually maintain a 10' wide non-turf buffer with native vegetation along the landward side of the top of bank. Located: 890 Ruch Lane, Southold. SCTM# 1000- 52-2-31 kte5 �l � � ��"e.�:Gloss /U G{ y wed-e, ss i N toles/ C tP, , �ff'0ve— A-eo � P—(1 ZI mI z y _,1l 5 b� - fill t�ri c- 5. Clay Coffey & Margot Coffey on behalf of MARK & LISA MONTIFIORE requests a Wetland Permit for the existing 1,971 sq.ft. one story, single family dwelling; construct a 416sq.ft. addition onto the landward side of the dwelling, construct a 997sq.ft. second story addition; new roofing and siding; existing 600sq.ft. ground floor seaward side deck to be reconstructed and reduced to a proposed 517sq.ft. (18.6'x24.8') deck with a ±2'x24.8' trellis; construct a 3.6'x11.8' front entry; construct a 2'x5.8' mudroom entry; construct a 6.5'x39' second story deck within the footprint of the first floor;; abandon existing septic system and install a proposed I/A OWTS septic system landward of dwelling; abandon existing well and install public water line; install gutters to leaders to drywells; outdoor lighting to be Dark Sky compliant; install staked hay bales and silt fencing prior to and during construction; and to establish and perpetually maintain the existing 2,740sq.ft. vegetated bank as a non-turf buffer area. Located: 4452 Great Peconic Bay Boulevard, Laurel. SCTM# 1000-128-4-22.2 11 rd� w �2w 1w4s rc vd _2_11;L1M cj/ /Ur VWAA10/ a o n �C rA lie Z i 6. PABLO EON requests a Wetland Permit to construct a proposed 4'x±62' set of timber bluff stairs in the same location as remains of existing bluff stairs (to be removed), with minimal impact to the vegetation and environment consisting of 4'x±4' landward steps to- a 4'x8' top landing to 4'x±23' stairs to a 4'x4' middle landing to 4'x±22' stairs to a 5'x6' lower landing with 4'x±12' stairs to beach; all wood to be lumber CCA, U.O.N. with galvanized hardware. /Loc(/a/(��,t�ed: 1400 Salt Marsh Lane, Peconic. SCTM# 1000-68-3-2 I- 'f Z/ l/1 I Zz%l e y - \ ' C cos C /7 l J+ytj Lt Z G /� 12 t/Q S J�� . 7. PABLO LEON requests a Wetland Permit for the existing dwelling with a 40.2'x24.5' basement level; existing 1,163.03sq.ft. first floor; a proposed 822.94sq.ft. (36;2'x24.5' L shape) second story addition; a proposed 11'11"x5' (59.756sq.ft.) open terrace attached ��i to the front of the dwelling; a proposed 24.5'x8' (±195.20sq.ft.), with 4' of terrace to be cantilevered) open terrace attached to the rear of the dwelling; total gross area to be 2,966.85sq.ft.; and to install an I/A OWTS system on the landward side of the dwelling. Located: 1400 Salt Marsh Lane, Peconic. SCTM# 1000-68-3-2 ► � N SKY COMPLIANT AND APPROVED BY TOWN CODE -J11 I_ 10 i J "0 \ PROPOSED HYDROACTION IA WASTE 1 i // �N WATER TREATMENT CENTER r� �' _ t \ m \ ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREII /, PROPOSED GRAVEL ARE THE PROPERTY OF METROPOLITAN BUILDING CONSULT DRIVEWAY TO REPLACE GROUP,PC. IN ACCEPTING THIS INFORMATION YOU AGREE EXISTING TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, PROPOSED 1 STORY ADDITION OUTSIDE ° WITHOUT THE EXPLICIT WRITTEN PERMISSION OF OF EXISTING HOUSE FOOTPRINT —► /` 6 o" - f /' \ METROPOLITAN BUILDING CONSULTING GROUP,PC. LINE OF EXISTING f GARAGE PROPOSED 2ND STORY ADDITION OUTSJDE _ _ i ° — _ — _ LINE OF EXISTING \ Project: OF EXISTING HOUSE FOOTPRINT —►® �. '� OUTDOOR SHOWER GUTTERS AND 4452 Peco n IC Bay PROPOSED 2ND STORY ADDITION ABOVE / LEADERS TO DRYWELL EXISTING HOUSE FOOT PRINT I LINE OF EXISTING 4452 Great PeCOniC Bay Blvd, Laurel, NY ( f HOUSE GUTTERS AND 0 I 2ND STORY ROOF OVERHANG Project No.: LEADERS TO DRYWELL EXISTING SET BACK TO I R-02 -001.0 REMAIN Seal/Signature: i \ TOP OF BLUFF UNROOFED ENTRY STEPS �131 EXISTING WOOD AND \ VINYL BULK HEAD DN / EXISTING WOOD JETTY �G�ED AR EXISTING SET BACK TO REMAIN c9- W FIRM ZONE X \ � i PROPOSED NATIVE 0\O 03976� yO�' VEGITATION NON TURF I ��� 4�14F NEB BOARDER 10' BEYOND i THE LINE OF THE BLANK C` Date: scale: co AS NOTED . / Drawing Title: � EXISTING WOOD STEPS / PROPOSED SITE PLAN EXISTING WOOD JETTY V - Drawing No.: n PROPOSED SITE PLAN ■ MI l Margot Rae Coffey <Margot@isaac-rae.com> Re: Montifiore application Margot Rae Coffey <Margot@isaac-rae.com> Thu, Mar 14 at 4:49 PM To: Isaac Clay Coffey <clay@isaac-rae.com> Cc: Cantrell, Elizabeth <elizabethc@town.southold.ny.us> Hi Elizabeth, I hope all is well and it's not too hectic for you at the dept, but I'm sure it's busy! I wanted to check in on our trustees permit for 4452 Peconic Bay Blvd Laurel - the Montifiore project. Our project was reviewed and permit was granted in the last month's hearing but we haven't received the packet. Is it in your office ready for me to pick up by chance? Thank you! Margot [Quoted text hidden] Margot Rae Coffey Co-founder e: margot@isaac-rae.com t: 646.275.2447 Isaac-Rae Studio Coffey Architecture PLLC Greenport, NY isaac-rae.com Ma I l Margot Rae Coffey <Margot@isaac-rae.com> Re: Montifiore application Cantrell, Elizabeth <elizabethc@town.southold.ny.us> Fri, Mar 15 at 9:13 AM To: Margot Rae Coffey <Margot@isaac-rae.com>, Isaac Clay Coffey <clay@isaac-rae.com> Good morning, Unfortunately given the workload and the only staff member here, to date no permits have been written from February. Permits will be written up as soon as possible. [Quoted text hidden] DECLARATION OF COVENANTS AND RESTRICTIONS This DECLARATION made this 11 th day of March, 2024, by Lisa Montifiore and Mark Montifiore, both residing at 4452 Peconic Bay Boulevard, Laurel, New York 11948, hereinafter collectively referred to as the DECLARANT, as the owner of the premises described in Schedule "A" annexed hereto (hereinafter referred to as the PREMISES), known and designated on the Suffolk County tax maps as 1000- 128.00-04.00-022.002 (with an address of 4452 Peconic Bay Boulevard, Laurel, New York 11948 (improved lot)) and 1000-128.00-04.00-022.001 (with an address of 4430 Peconic Bay Boulevard, Laurel, New York 11948 (adjacent vacant lot)), desires to restrict the use and enjoyment of said PREMISES and has for such purposes determined to impose on said PREMISES located at SCTM# 1000-128.00- 04.00-022.002 (with an address of 4452 Peconic Bay Boulevard, Laurel, New York 11948 (improved lot)) and SCTM# 1000-128.00-04.00-022.001 (with an address of 4430 Peconic Bay Boulevard, Laurel, New York 11.948 (adjacent vacant lot)), both ...........lots..being.o..wned..by...DECLARANT L.is.a..Montl.fiore..and.Mark Montf ore.. n..a single................................... deed with a single legal description described in Schedule "A" annexed hereto, covenants and restrictions and do hereby declare that said PREMISES shall be held and shall be conveyed subject to the following covenants and restrictions: 1. DECLARANT has made an application to the Suffolk County Department of Health Services (hereinafter referred to as the DEPARTMENT) for a permit to construct, approval of plans or approval of a subdivision or development on the PREMISES. 2a. As a condition of approval by the DEPARTMENT of such residential application, the DECLARANT covenants that there shall be no conveyance , of SCTM# 1000-128.00-04.00-022.001 and 1000-128.00-04.00-022.002 R-24-0099 unless a permanent and perpetual easement that runs with the land, in accordance with the plan on file with the DEPARTMENT, is provided for simultaneously upon conveyance. The easement shall be for access and for the purpose of placement, installation, maintenance, repair, inspection and replacement of the water lines and sanitary systems, as well as electric lines and gas lines. The cost of installation, maintenance and repair of said systems and to restore the area to its original condition after installation, maintenance, repair, inspection and replacement of such service utility shall be borne solely by the party, their heirs, successors and/or assigns, which shall be granted the easement. Such easement shall be in conformance with the prior approved plan on file with the DEPARTMENT and in such form as acceptable to the DEPARTMENT. b. As a condition for approval by the DEPARTMENT of the development application, the DECLARANT covenants that there shall be no conveyance of any lot unless all public water service lines, electric lines, and gas lines, are installed in the easement area, in accordance with the approved plan on file ......................................... . .... ........ .... ... with the DEPARTMENT. 3. The DECLARANT, its successors and/or assigns shall set forth these covenants, agreements and declarations in any and all leases to occupants, tenants and/or lessees of the above-described PREMISES and shall, by their terms, subject same to the covenants and restrictions contained herein. Failure of the DECLARANT, its successors and/or assigns to so condition the leases shall not invalidate their automatic subjugation to the covenants and restrictions. 4. All of the covenants and restrictions contained herein shall be construed to be in addition to and not in derogation or limitation upon any provisions of local, state, and federal laws, ordinances, and/or regulations in effect at the time of R-24-0099 execution of this agreement, or at the time such laws, ordinances, and/or regulations may thereafter be revised, amended, or promulgated. 5. This document is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and they are deemed to be incorporated herein and made a part hereof, as though fully set forth. 6. The aforementioned Restrictive Covenants shall be enforceable by the County of Suffolk, State of New York, by injunctive relief or by any other remedy in equity or at law. The failure of any agencies or departments of the County of Suffolk, the DEPARTMENT or the County of Suffolk, to enforce the same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the County of Suffolk or any officer or employee thereof. 7. These covenants and restrictions shall run with the land and shall be binding upon the DECLARANT, its successors and assigns, and upon all persons or entities claiming under them, and may be terminated, revoked or amended only with the written consent of the DEPARTMENT. ................ .. ....... ......_..... . 8. If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid, or held to be unconstitutional, the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid, or unconstitutional. 9. Local Law #32-1980 — The DECLARANT represents and warrants that they have not offered or given any gratuity to any official, employee, or agent of Suffolk County, New York State, or of any political party, with the purpose or intent of security favorable treatment with respect to the performance of an agreement, and that such person has read and is familiar with the provisions R-24-0099 of Local Law #21-1980. Lisa Montifiore MA Montifiore ................................................ ............................................................ ............................................................. .........................................................................--.-................................................ ......................................................... R-24-0099 ACKNOWLEDGEMENT STATE OF NEW YORK ) ):SS.: COUNTY OF SUFFOLK ) On the 11 t" day of March, in the year 2024, before me, the undersigned, personally appeared, Lisa Montifiore and Mark Montifiore personally known to me or proved to me on the basis of satisfactory evidence to be the individuals whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their capacities, and that by their signatures on the instrument, the individuals or the person upon behalf of which the individuals acted, xecuted the instrument. ;F TARY PUBLIC ADAM B.GROSSMAN Notary Public,State of Nev,York Reg,No.02GR5010069 Clissiond In 59 of a�u�20 � Commission Exp' M R-24-0099 ISAAC-RAE STUDIO 430 Main Street, 2nd Floor Greenport NY 11944 March 22, 2024 RE: Building Permit Submission -4452 Peconic Bay Blvd To the Town of Southold Dept of Building: Please find the building permit application for the project located at 4452 Peconic Bay Blvd. We have approved permitting in place with ZBA, Trustees and Suffolk County and included within this packet is the status of all required permits for this project. Included in this building permit application please find: • (4) sets of proposed architectural plans including site plan • (1) copy of ZBA Permit • (1) copy of Trustees Permit in progress correspondence with Elizabeth Cantrell (this Trustees permit has been approved we are just awaiting the physical permit to be issued) • (1) copy of the easement required for Suffolk County permit approval • (1) copy of ResCheck/ComCheck • (1) copy of Manual J, D and S Please feel free to contact us if you have any questions. Thank you, Margot Coffey and Clay Coffey ISAAC-RAE STUDIO mar of isaac-rae.com clav@isaac-rae.com Phone: 646-275-2447/347-276-6093 8 Town Hall Annex Glenn Goldsmith, President ®� S®�r�®� 54375 Route 25 A. Nicholas Krupski,Vice President ® P.O. Box 1179 Eric Seperioski Southold, New York 11971 y Telephone (631) 765 1892 L�', C E z et l�eples �� Fax (631) 765-6641 ®U1, J A U G 2 8 2025 BOARD OF TOWN TRUSTEES E ull.dlng Dep-,nI"' ent TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 2287 C Date: August 28, 2025 THIS CERTIFIES that the existing 1,971 sq ft one story, single family dwelling; construction of a 416 sy ft addition onto the landward side of the dwelling-, construction of a 997sq.ft. second story addition; new roofing and sidin • existing 600 s .ft. pyound floor seaward side deck reconstructed and reduced to 517 s .ft. 18.6' x 24.8' with a f2'x5.8' mudroom ent • construction of a 6.5' x 39' second stoEy deck within footprint of the first floor,• abandonment of septic s stem and installation of I/A OWTS septic s stem landward of dwellin • abandonment of existing well and installation of public water line,• installation of gutters to leaders to drywells• outdoor lighting is dark sky compliant; establishment of a 10, wide native vegetated non-turf buffer running along the line of the bank, At 4452 Peconic Bay Boulevard Laurel Suffolk County Tax Map#1000-128-4-22.2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated December 6, 2023 pursuant to which Trustees Wetland Permit#10547 Dated February 14 2024,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the existing 1,971 soft one story single family dwelling construction of a 416 sq ft addition onto the landward side of the dwelling' construction of a 997s .ft. second stoEy addition-, new roofing and sidin • existing 600 s .ft. ground floor seaward side deck reconstructed and reduced to 517 soft (18 6' x 24 8')with a f2'x5 8' mudroom entry' construction of a 6 5' x 39' second story deck within footprint of the first floor-, abandonment of septic system and installation of I/A OWTS septic system landward of dwelling; abandonment of existing well and installation of ublic water line installation of gutters,to leaders to dDMells• outdoor lighting is dark sky compliant establishment of a 10' wide native vegetated non-turf buffer running along the line of the bank. The certificate is issued to MARK& LISA MONTIFIORE owners of the aforesaid property. Authorized Signature BUILDING DEPARTMENT- Electrical Inspector rr O G 'i TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Cn S { 0 ^ Southold, New York 11971-0959 `� �o� ✓� Telephone (631) 765-1802 - FAX (631) 765-9502 ._ jamesh southoldtownny.gov — seand(asoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: J o\,A oA ele_�.O cal Electrician's Name: J <-_q License No.: /,4,- yg -�� Elec. email o xks� Elec. Phone No: b 322 1 request an email copy of Certificate of Compliance Elec. Address.:? ��i�� hdt�.� , (� C�lv l�1 J�> 11-133 JOB SITE INFORMATION (All Information Required) Name: orK cn�- Li51� V✓ °�)►��-� Address: LILIS-2- cczr)tc_ 6 .1 y 119-(rl Cross Street: ciAvnw Jr Phone No.: 576 322 66Y BIdg.Permit #: 50 email: e. rti�„i Cc' Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: y dt Circle All That Apply: 114 SPO11 I Is job ready for inspection?: El YES ❑ NO ❑� Rough In ❑ Final Do you need a Temp Certificate?: X❑ YES ❑ NO Issued O ,f i7 Temp Information: (All information required) Service Size©1 Ph❑3 Ph Size: 3 a® A # Meters Old Meter# 16New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect[]Underground❑Overhead # Underground Laterals 1 2 `- H Frame Pole Work done on Service? M Y N Additional Information: PAYMENT DUE WITH APPLICATION 1 1 g 25- ��� 3-7S-k2a- Irec. l 09 1 a3 �o�s�FFoc,��o Gyre BUILDING DEPARTMENT-Electrical Inspector C�„ i TOWN OF SOUTHOLD • Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 o4-A0( Telephone (631) 765-1802 Temporary Certificate # 1812 Date uArg a 2025 Customer Name (Ma + Lisa VVlon}+' �orc, Electrician Name al��son ,cc , c I a Address 44S2- Secolipl 8...vlalvel , Lsuvel Phone Sllo — 322 - to(v4.7 e-mail a-mail ' otln5ov►eIec4y e& Lo Phone License M 6— $ Size 300 A Phase 1 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 above. Authorized by BUILDING DEPARTMENT- Electrical Inspector v' � �Gy_A TOWN OF SOUTHOLD o Town Hall Annex - 54375 Main Road - PO Box 1179 " Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh(c�southoldtownny.gov - seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: 7� z s Company Name: �n�^ Electrician's Name: J4%D-rl ,rim License No.: ,14,,_- Elec. email a k5 e��Ttic��co �" �;1 , c�.,�• Elec. Phone No: �1&, 3Z2 66y ,� I request an email copy of Certificate of Compliance Elec. Address.:?9 b11�i�A hdl� L,� Cal tot AJ-> 3 JOB SITE INFORMATION (All Information Required) Name: f cAr K �Z U5CA ►0,71 -e - Address: L1Lt5-2— Qwn ic. i 1 cr- `l Cross Street: cWnw 3(- Phone No.: 5-l6 322 6G4 7?- Bldg.Permit#: 5'0 8'b email: VIA,4 iW- Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: y�t Circle All That Apply: I k1 spo if Is job ready for inspection?: YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: YES ❑ NO Issued O 1 2 Temp Information: (All information required) Service Size®1 Ph❑3 Ph Size: 3 "° A # Meters Old Meter# 16 New Service❑Fire Reconnect[—]Flood Reconnect❑Service Reconnect Underground❑Overhead # Underground Laterals 1 F12 `X H Frame F1 Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION y ' 9, 2 s FP-,L 4 37 S'- 1re-c.4f-109 1 oS PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments 4452 peconic bay bivd electrical counts MAY 1 2 2026 Quantity Description 135 led recess 10 exterior sconces 3 ceiling fans 15 ceiling fixtures 6 exhaust fans 4 smoke carbon combo 6 smoke 88 outlet 24 gfi 46 switches 32 dimmers 16' led tape light 96w transformer 2 30a ac condenser 2 gas hot air furnace 1 humidifier 1 dishwasher 1 refrigerator 1 50amp dual fuel stove 1 30amp wall oven Jason Johnson Johnson Eiechicai Contracting LLC Cell: 516-322-6647 1 Office: 631-779-3501 4452 peconrc bay bled electrical counts 1 Microwave 1 Washer 1 Electric Dryer 1 IA septic 24 15 arc fault 3 15 dual function 2 20 arc fault 14 20 dual function 4 30a double pole 1 50a double pole 2 20a double pole 1 300 amp service 1 100 amp subpanel Jason Johnson Johnson Electrical Contracting LLC Cell: 516-322-6647 1 Office: 631-779-3501 S.C.T.M.# DIST:1000 SEC:128 BLK:4 LOT(S): 22. 1 & 22.2 i \\ / PIPE\ / O DWELLINGS / / W/PUBLIC WATER / 4 / 150' / ,y / I I / 1 I / ,Q� ` / L� / U.R.- 1\ i ? i `L \ `• � � NC I \ / T / MON. in A \ a r J\, / Ou.P�\ o , o I s \ I LAND N/F 22 1 OF �\ Z TAX LOTCAROLYN & MONTE REIDMAN VACANT 3 O \ Z � 0 N , U-1 Vq z O f \ O , , 80.S ; 0 TAX T 2 ; LAND N/F ; 4, OF ` cn ROBERT & RUTH POTDEVINTn �� i z \ \\ ) \ CV S HIE D �F CD 19.9, ;10.2 1 CV DWELLINGS C�_ ,I W/PUBLIC WATER `. J PROPOSED 150, 1 112" WATER LINE ; 450'RUN I F- � I �o DWELLINGS W/PUBLIC WA T ER w 3 GONGt3 a' 0 20. 150' o_ Sn. N 1 RAGE EXISTING SEPTIC -------------- \� TO BE ABANDONED e� 1 3. 5 AND BACKFILLED 8'M WITH CLEAN COARSE SAND �IN ' 9V 00 � : •p,` ,� . j '24 i PROPOSED -/5, S• NO 4 W 4 BEDROOM SYSTEM �y4 1,250 GAL S.T. I (1)8'DIAx12'DEEP L.P. S/rm- m ELEV. 22.6 2� C.O. 26� s�o��G �p 23 �n OL SANDY LOAM 2 0.9 `s cS , o i ..........FF�............ 6_ 9.5 z oaf' n SM LOAMYW S SAND \� OVER2� 1.5' _ ��ERHEAD WIRE PORCH 1 GO 13.1' r, �°�� / — Q O 0 % PALE BROWN MEDIUM / SW SAND 00 NO WATER ,�- �p�� j P\,4 17 6 ii N K. WOYCHUK LS 1 A �:; '%FIRM MAP#36103C0483H ! j ', / /�' ;i j i j i ,� .V_, AREA: 45,296.23 SQ.FT. or 1.04 ACRES ELEVATION DATUM: _NAVD88 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW PORK EYOR STATE EDUCATION LAW. COP/ES OF T6i,S SURVEY MAP NOT BEARING THE LAND SURV 'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON S,LIALL R'UN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. G THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE Tf EY ARE r�FoO I NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS.' EASEMEINTS S AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME Of" SURVEY i O SURVEY OF: DESCRIBED PROPERTY of NE1, CERTIFIED TO: MARK MONTIFIORE; Woo' GROIN G MAP OF: ,�P� qYA M cvocp LISA MONTIFIORE; FIDELITY NATIONAL TITLE FILED: �� INSURANCE COMPANY; JPMORGAN'' CHASE SITUATED AT: LAUREL a _ o BANK, N.A.; TOWN OF: SOUTHOLD ' KENNETH M WOYCHUK LAND SURVEYING, PLLC / SUFFOLK COUNTY, NEW YORK sp 0s0882 J�J� Professional Land Surveying and Design, / 9 P.O. Box 153 Aquebogue, New York 11931 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FILE # 18-87 SCALE: 1 '=30' DATE:JULY 24, 2018 PHONE (631)298-1588 FAX (631) 296-1588 LOCATIONS (SHOWN ARE FROM FIELD OBSERVATIONS N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Ken,eth M. B"oychuk AND OR DATA OBTAINED FROM OTHERS. ISAAC-RAE STUDIO 11575 Main Bayview Road Southold, NY 11971 March 2nd, 2021 Southold Town Building Department SCTM# 1000-128-04-22.1 & 22.2 4452 Peconic Bay Blvd, East Marion Co: Nancy Dwyer Hello Nancy We are resubmitting 4452 Peconic Bay Blvd. SCTM 1000-128-04-22.1 & 22.2 The notes have been revised to show that there is not a bluff above the bulk head, a e3. would be the setback for the proposed additon from the site line. Please reach out with any questions Thanks Again, Clay & Margot Coffey ISAAC-RAE clay(cDisaac-rae.com J Phone: 347-276-6093 S id'e — JU•Na 2 O� 2Q23 5 81 Sao > 31 . 981 31. 9� ISAAC-RAE STUDIO 430 Main Street, 2nd Floor Greenport NY 11944 March 14, 2023 RE: Building Permit Submission .4452 Peconic Bay Blvd To the Town of Southold Dept of Building: Please find the building permit application for the project located at 4452 Peconic Bay Blvd. We understand this application will trigger the Letter of Objection response from the town. We are also in the process of preparing DEC and Suffolk County applications as will be required for this project. Included in this preliminary building permit application please find: • (4) sets of proposed architectural plans including site plan Please feel free to contact us if you have any questions. Thank you, Margot Coffey and Clay Coffey ISAAC-RAE STUDIO maraot car, aac-rae,com clay 5)isaac-rae.com Phone: 646-275-2447/347-276-6093 Dyer, Tracey From: Isaac Clay Coffey <clay@isaac-rae.com> Sent: Monday,April 24, 2023 12:30 PM To: Dwyer,Tracey Cc: Margot Rae Subject: [SPAM] - Re: Montifiore 4452 peconic bay blvd application Hi Tracey, Just following up with you on this please let me know if you need any additional information from me or if we need to issue revised drawings. Thank you. Clay Isaac Clay Coffey R.A.-AIA Founder e:clay@isaac-rae.com t:347.276.6093 Isaac-Rae Studio New York, NY I Southold, NY isaac-rae.com On Mon,Apr 17, 2023 at 1:01 PM Isaac Clay Coffey<clay@isaac-rae.com>wrote: Hello Tracey, I appreciate all this information and the noted definitions. Here's the calculations as you requested. I am writing a cover letter with the following information and will sign and stamp it. I can put this in an excel format as you request, but wanted to provide this overview to you in written form to be sure you agree with my assessment given your feedback. Regarding the Definition of Demolition: Overall,the project at 4452 Peconic Bay Blvd will be a substantial improvement(due to the proposed addition) however,the demolition of the existing structure is not to be considered substantial because of how we have designed to salvage the existing structure.This is detailed in the following calculations: • The total existing exterior walls of the existing structure is 243.2 total linear feet.The proposed exterior wall area to be demolished is 34.3 linear feet.Therefore,the percentage of exterior wall to remain is 85% (208.9 linear ft). • The total existing interior walls of the existing structure is 158 linear ft.The amount of existing interior walls to remain 74%(or 116.9 linear ft). i • The total existing interior flooring is 1935 sq ft.The total flooring to remain intact is 82%of floor(or 1586 sq fty. • The total existing roof to be removed and replaced (1935 sq ft) Regarding the definition of bank or bluff: The incline between the bulk head and the top of the bank is great than a 20%slope but it is not greater than 20'.the total grade change between the top of the bulk head and the top of the bank is 13' so I would consider this top of the incline there the top of bank. Let me know if you need additional information from me. I can resubmitt the site plan with the correct Top of bank note and with the elevations of the top of wall and top of bank? Thank you again, Clay Isaac Clay Coffey R.A.-AIA Founder e:clay@isaac-rae.com t:347.276.6093 Isaac-Rae Studio New York, NY I Southold, NY isaac-rae.com On Thu,Apr 13, 2023 at 8:39 AM Dwyer,Tracey<tracey.dwyer@town.southold.ny.us>wrote: Good Afternoon, After our conversation and with further review of your project I felt that I should be writing the disapproval as a demolition as per town definition. DEMOLITION Any removal of a structure or portion thereof, where the total cost of the reconstruction of the structure or portion thereof exceeds 50% of the market value of the existing structure before the start of removal. This does not take in to consideration the value of the land. [Added 4-24-2012 by L.L. No. 6-2012; amended 2-14-2017 by L.L. No. 2-2017] I want you to take a look at that because if I do not write it as a demolition and as the project continues the scope of the work is determined by the inspectors or ZBA to be a demolition as defined above, 2 then the project will have to go back to the Zoning Board for another review which will cost you and your clients additional time. That being said if you think it will not meet the definition you will need to provide me a "spread sheet" showing the appraised market value of the existing structure compared to the new cost of construction for the proposed work and how it will not exceed 50%. As for side yard setback and side yard combination and possibly top of bluff. I had asked you to send me bluff information, however I noticed after our conversation that the survey refers to the area as a bank, while the site plan refers to it as top of bluff. Below are the town definitions. Please determine which definition applies. I cannot make that determination. If bluff applies, please send me a survey/site plan indicating the distances from the top of bluff to the nearest point of construction ( I will not need the distance to the deck stairs). The definitions below should help. Any questions just call. Tracey Dwyer 631-765-1802 BANK Land incline adjoining a body of water, wetland and/or beach. [Added 5-9-2017 by L.L. No. 8-2017] BAY A body of water within the boundaries of the Town of Southold, excluding the Long Island Sound, lakes, and those bodies of water defined under "creeks." BEACH The zone of unconsolidated earth that extends landward from the mean low-water line to the seaward toe of a dune or bluff, whichever is most seaward. Where no dune or bluff exists landward of a beach, the landward limit of a beach is 100 feet landward from the place where there is a marked change in material or physiographic form or from the line of permanent vegetation, whichever is most seaward. Shorelands subject to seasonal or frequent overwash or inundation are considered to be beaches. BLUFF 3 Land presenting with a precipitous or steeply sloped face adjoining a beach or a body of water. For the purposes of this chapter, a precipitous or steeply sloped face shall be a face with a slope of 20% or greater and a height of greater than 20 feet between the toe of the bluff and the top of the bluff. [Amended 5-9-2017 by L.L. No. 8-2017] BLUFF LINE The landward limit of a bluff that is 25 feet landward of the receding edge or, in those cases where there is no discernible line of active,erosion, 25 feet landward of the point of inflection on the top of the bluff. The point of inflection is that point along the top of the bluff where the trend of the land slope changes to begin its descent to the shoreline. BLUFF, TOE OF The waterward limit of a bluff where the trend of the land slope changes to begin its ascent towards the top of the bluff. Where a hardened structure is in place, the toe of the bluff shall be the bottom of the seaward side of the structure. [Added 5-9-2017 by L.L. No. 8-2017] BLUFF, TOP OF The receding edge of the bluff or, in those cases where there is no discernible line of active erosion, the point of inflection. The point of inflection is that point where the trend of the land slope changes to begin its descent to the shoreline. [Added 5-9-2017 by L.L. No. 8-2017] 4 Dwyer, Tracey From: Dwyer,Tracey Sent: Friday,April 28, 2023 10:15 AM To: Isaac Clay Coffey Subject: Montifiore application Good Morning Clay, Sorry for the confusion suggesting a "demo"for the project. I'm glad you ran into Nancy. Not to have a reason, but I'm thinking when I first went through the project I accidentally interpreted the shading as new. Most applications use the reverse, however that is not an excuse, it was my error. Moving forward I looked at the neighboring properties and none of them have "top of bluff" restrictions. So please revise page A-100 to remove the term top of bluff. Lastly, I will write the notice of disapproval for the side yard setback requirement unless you would rather scale the project back to meet the 15 feet. Let me know and if things remain I will write the disapproval right away. Thank you, Tracey Dwyer 1 Dwyer, Tracey From: Dwyer, Tracey Sent: Friday,April 28, 2023 10:15 AM To: Isaac Clay Coffey Subject: Montifiore application Good Morning Clay, Sorry for the confusion suggesting a "demo"for the project. I'm glad you ran into Nancy. Not to have a reason, but I'm thinking when I first went through the project I accidentally interpreted the shading as new. Most applications use the reverse, however that is not an excuse, it was my error. Moving forward I looked at the neighboring properties and none of them have "top of bluff" restrictions. So please revise page A-100 to remove the term top of bluff. Lastly, I will write the notice of disapproval for the side yard setback requirement unless you would rather scale the project back to meet the 15 feet. Let me know and if things remain I will write the disapproval right away. Thank you, Tracey Dwyer i Dwyer, Tracey From: Isaac Clay Coffey <clay@isaac-rae.com> Sent: Friday, May 19, 2023 3:12 PM To: Dwyer,Tracey Subject: Re: Montifiore application Hi Tracey, Margot let me know that you called today.Thanks for that.We have been in a bit of a holding pattern with the client but I think they are ready to move forward. I will revise A100 to top of bluff and clarify the side yard setback the side yard set back should 13.3' Thanks Clay Isaac Clay Coffey R.A.-AIA Founder e:clay@isaac-rae.com t:347.276.6093 Isaac-Rae Studio New York,NY I Southold, NY isaac-rae.com On Fri,Apr 28,2023 at 10:15 AM Dwyer,Tracey<tracey.dwyer@town.southold.nv.us>wrote: Good Morning Clay, Sorry for the confusion suggesting a "demo"for the project. I'm glad you ran into Nancy. Not to have a reason, but I'm thinking when I first went through the project I accidentally interpreted the shading as new. Most applications use the reverse, however that is not an excuse, it was my error. Moving forward I looked at the neighboring properties and none of them have "top of bluff" restrictions. So please revise page A-100 to remove the term top of bluff. Lastly, I will write the notice of disapproval for the side yard setback requirement unless you would rather scale the project back to meet the 15 feet. Let me know and if things remain I will write the disapproval right away. 1 Thank you, Tracey Dwyer 2 , ' , 0 / ,e '1 SITE:: 4452 PECONIC BLVD V 1 LAUREL,NY 11948 SCTM#: 1000-128.00-04.00-022.002 ���� m / � o GROSS LOT AREA: 32,408 S0.FT.(0.744 ACRES) �C' F BUILDING CLASSIFICATION: SINGLE FAMILY RESIDENCE CLIENT DRIVEN SOLUTIONS P.W.GROSSER CONSULTING,INC. PROPOSED BUILDING AREA: 5,355 t SQ.FT.(0.12 ACRES) O C{ , a+ �4•° / °gip+G + ""'� EXISTING DRIVEWAY TO • • , •T / ' � BE REMOVED SINGLE FAMILY DWELLING FIVE(5)BEDROOM-SINGLE FAMILY DWELLING=(550)GPD PROPOSED GRAVEL I/AOWTS DESIGN ��OF Wr xJF DRIVEWAY TO REPLACE REQUIRED: (5)BEDROOM=(550)GALLON SYSTEM �,EL Cc O,p EXISTING PROPOSED: ONE(1)FUJI CLEAN UNR-MODEL CEN7(700 GPD TANK) � (� qy! rt/N/th�glG+"� Yf" LEACHING POOL SYSTEM DESIGN �y ♦�� PROPOSED WATER REQUIRED: 400 SF OF SIDEWALL AREA SERVICE LINE PROPOSED: B'DIA LEACHING POOL HAS 25.1SF PER LF W PROPOSED 50% " 400 SF25.1 SF/LF=15.93 LF REQUIRED PROVIDE: TWO V DIA BY V EFF.DEPTH LEACHING POOLS tJ+ V EXPANSION AREA is r TEST PIT LOCATION FQ 103321 PROPOSED V DIA.BY •\ Abandonment of the existing sanitary system must be in p��fESS10Na� 8'EFF.DEPTH conformance with the Department's requirements. LEACHING POOLS o EXISTING GARAGE TO (TYP.OF 2) ~� REMAIN G.F.EL=22.9' Submit completed form WWM-080 as proof PROPOSED 24" EXISTING ONE POLYLOK STORY DWELLING Design Professional's Certification Required. DISTRIBUTION BOX 1 F.F.EL=25.3'WITH Submit P.E.or RA.Certification For PROPOSED The Installation and Construction of the Sewage Disposal System PROPOSED FUJI a SECOND STORY Use Form WWM-073 CLEAN TREATMENT ADDITION - UNIT-MODEL CENT (700 GPD) NOTE: w EXISTING WELL IN 1. EASEMENT FOR UTILITIES BETWEEN TAX LOT 22.1 AND 22.2 R/,Nuutcor E coFrEv PROPOSED CLEANOUT BASEMENT TO BE AS CONFIRMED BY DECLARATION OF COVENANTS AND c P nT r�ir MDMOOR ABANDONED RESTRICTIONS DATED 05-02-2024. UTILITY EASEMENT LOCATION OF EXISTING f ' COVERS BOTH TAX LOTS. 4452 PECONIC BAY BLVD SEPTIC TANK TO BE f- \, + YA OWTS SYSTEM ABANDONED IN PLACE / MUM171r, -or.,M • 's , PER SCDHS STANDARDS \ j / 1 1 / LAUREL,SO"UPECOwUINOLD LVD h LK COUNrr,W SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SUFEO OVERALL SITE PLAN / ¢a 1 / PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SCALE:1"=60' p� r /�j/� SINGLE FAMILY RESIDENCE ONLY OVERALL 1 0 60 120 ; a SITE PLAN SCALE:1"=60' / ry"� V f y DATE 5/21/24 S, R-24-0099 NOTES. 1. SURVEY PREPARED BY KENNETH M /j�lj/ V .l.G•-- i/4 APPROVED WOYCHUK LAND SURVEYING,PLLC. :C-100 SURVEY PREPARED ON 2018-07-24. / 4 FOR MAXIMUM OF 6 BEDROOMS + 2. BUILDING PLAN PREPARED BY ISAAC.RAE. SEE ATTACHED SPECIAL CONDITION, EXPIRES THREE YEARS FROM DATE OF APPROVAL 2 5 BUILDING PLAN PREPARED ON 2023-03-14. GRADING PLAN AND/OR PLOT PLAN. .. ISR2301?r f PROPOSED DWELLING EXTENSION I SITE SANITARY PLANS AND DETAILS 4452 PECONIC BAY BLVD., LAUREL TOWN OF SOUTHOLD BASEMAP REFERENCE:SUFFOLK COUNTY GIS SUFFOLK COUNTY, NEW YORK KEY MAP SCALE:1"=500' 0 500, 1000, TAX MAP: 1000-128-4-22.002 SCALE:1"=500' OF NE{yY c_j EL So�y��f W C7 W 103321 V jO,pOfESSIONp�. PROJECT CONTACTS SHEET INDEX ENGINEER: NO. TAG TITLE LAST REVISED PWGC P.W.GROSSER CONSULTING ENGINEER&HYDROGEOLOGIST,P.C. 1 G-001 COVER SHEET 0 811 0/2 0 2 3 CLIENT DRIVEN SOLUTIONS 630 JOHNSON AVENUE,SUITE 7,BOHEMIA,NY 11716 2 C-100 OVERALL PLAN 08/10/2023 TEL(631)5M6353 FAX(631)589-8705 3 C-101 PARTIAL PLAN 08/10/2023 P.W.GROSSER CONSULTING ENGINEER AND HYDROGEOLOGIST,P.C. 4 C-600 SITE DETAILS 08/10/2023 PROJECT TEAM: 5 C-601 ELECTRICAL DETAILS 08/10/2023 630 Johnson Avonuo..Suite? BRYAN Bohemia.NY-11718.2618 A ,P.E. Me—(631)5896353.Fax:(631)589-870S MICHAEL SCANLON,P.E. SEE ATTACHMENTS) '5 ail:INFO@PWOROSSER.COM RYAN VAUGHN,E.I.T. 1� hA PROPOSED WATER LINE �g,9 t. 052 \ PWGC I CLIENT DRIVEN SOLUTIONS 50%EXPANSION AREA ( N 1 i P.W.GROSSER CONSIILM G.INC. EXISTING DRIVEWAY , to TO BE REMOVED I I CA 20.T �p LV19Lrwm 1 1O'MIN PROPOSED 8'DIA.BY 8' 5 MI B'MIN 8.6' EFF.DEPTH LEACHING 1 - POOL CNP.2) I _ TEST BORING SEE OF NEW yDETAIL THIS SHEET EL . 22.6 iPROPOSED24"DIA. p POLYLOK DISTRIBUTION BOX 5.01 MIN ; GONG ""' G'a OL SANDY LOAM 2'MIN 28.6' ::•.ZU '':.•.•.•:.•., 0.9' W E 10'MIN •Sf(...• SM LOAMY SAND 4i BROWN PROPOSED FUJI CONTROL E '•' � GE:;:. 2 PANEL AND BLOWER v� No::;GpRR..:•::.:: 1.5. J+� 103321 �V PROP.VENT LINE AT 6% \ 1�_ i' ;N:':.:.:.... 2 5 BROWN AROFESSIONP� MIN.SLOPE W/HIGH m --- - - 36.4' MEDIUM QUALITY CHARCOAL 10'MIN is o 1�J 3 SW SAND ODOR-PREVENTING FILTER \ 10'MIN � \ � EN OSED OUTDOOR SHOWER m % ER DRAINS TO SAND NO WATER 17' !1 2 % FEB 20, 2022 PROPOSED FUJI CLEAN m 4 - K. WOYCHUK LS 700 GALLON TREATMENT SOIL BORINGS UNIT-MODEL CENT \ � I m� SOURCE:KENNETH M WOYCHUK LAND SURVEYING,PLLC PROPOSED CLEANOUT 2� 123 m °^ \� UONWIRISTR VIDRCCR v GREENPORT,NYtIW 4452 PECONIC BAY BLVD l f YA OWTS SYSTEM �IRES �. OVER COVERED I 4 1 1 1 1 MsPECOIwC.RuRoYm B LY LMID]PORCH MOLD sunvuccoum'" 13Y ........ — PARTIAL z SITE PLAN PARTIAL SITE PLAN SEE ATTACHMENT(S) GENERAL NOTES: SCALE:1"=20' ��I 1. ALL PROPOSED PIPING TO BE 4'9 SDR-35,EXCEPT WHERE INDICATED. 0 20 40 :C 1 O + 2. SANITARY SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ALL SCDHS REQUIREMENTS. 4. THERE ARE NO STORMWATER STRUCTURES PROPOSED AS PART OF THIS PROJECT. SCALE:1"=20 x ¢i ISR2301 5. THERE ARE NO WELLS LOCATED WITHIN 1W FT OF THE PROPERTY. = Y5 DISTRIBUTION i BOX TO BE PROVIDE RISERS 0 EQUIPPED W/ TO GRADE AS BURIED CONCRETE COVER NECESSARY 4'0 PVC/2) RIM EL 22.75't(TYP.OF 2) F.F.EL.25.3't D SAFETY GRATE (DR-35) m INV..OF ���� 1PM�7i�—' Ii'MAL�IB 24'7dAtQ�f$ �7•II,ID� '? (TYP•OFH2O LOAD SLAB(8'MIN.) GRADE EL24.0't 22AS'�i GRADE 23't GRADE 23't CLIENT DRIVEN SOLUTIONS P.W.GROSSER CONSULTNG,INC. 4'CAST IRON .?Mq>ctH�MNEv ADD PIPE THROUGH I Rt7. INLET FOUNDATION 44 13.91' WALL FOR OUTLET RINGS AS Tz^= NECESSARY MINIMUM OF '•.` 3; C�6ILT- THREE(3) .. FEET. (4('OPVC PIPE °000 raid <m 25. INV.22' 4"0 PVC PIPE MV.35d SANITARY INV.21.2T (DR35 NOTE: INV.21.01' o�00000°a 1. OUTLET PIPES TO BE EQUIPPED P$i WITH END CAP LEVELING DEVICE NOTE' HE o o a y o ® al,N .21.06' q Et' - BOTTOM- .iusz 4u -To,: ,:�:_�.::::::.: OF NEWDISTRIBUTION BOX DETAIL __ EL.12.5' �E yPROPOSED CLEANOUT NOT TO SCALE (TYP.OF2) � \\NEL SNOT TO SCALE BCKFILLWITH CLEAN SAND& LEACHING POOL DETAIL GRAVEL NOT TO SCALE 2 HIGHEST EXPECTED GROUNDWATER IS 23.0'BELOW GRADE W, 103321 �V PER USGS LONG ISLAND GROUND WATER MAP VIEWER p'�OfESS10NP�" CHAMBER Volume(gal) 700 GALLON FUJI CLEAN TREATMENT CD Sedimentation Chamber 397 SYSTEM-MODEL CEN7 Anaerobic Filtration Chamber 396 Aerobic Contact Filtration Chamber 181 SCALE:NOT TO SCALE Clarification Chamber 90 m�raaa Disinfection Chamber 6 vrY�A•rmYes2e B o3mmn Total Volume 1069 scam t _1 ayes SPECIFICATIONS CM?L4C+'M=A Anaerobic Media PP/PE _ Board Type Aerobic Media PVC/PP/PE Wgi i- -- ® Aerobic Media PP/PE Blower 3.5cfrn n+•IImeYlazra'+,w Tank FRP ow 4'12= ,�g� Piping PVC/PP/PE MARGOT ME COITE P 9 430 NMi STNEEr 2NO ROOR 4 ® ASHY GREENPORT,NYI- Access Covers Plastic/Cast Iron _ 4a}-� !'� Disinfectant(Optional) Chlorine Tablets 4452 PECONIC BAY BLVD MIN1 , IIA OWTS SYSTEM Sy AMUI TeUMv rAmy_ PECONIC BAY BLVO ` © 0 uoIu:Lsomou, � .� SU"FFOLK COUNNTY,TT, NY IIiTA® — — 1HZ7ffiIIA1iCtlQ6 )R�P178 Plnvraesamm� 1a�1a1aeaffimq H SITE 4 700 GALLON FUJI CLEAN TREATMENT SYSTEM-MODEL CEN7 SEE ATTACHMENT�S� DETAILS PLAN AND SECTION VIEWS f NOTE- SCALE:NOT TO SCALE wT 3 1.REFER TO THE DESIGN CALCULATIONS FOR THE MINIMUM EFFECTIVE DEPTH OF THE LEACHING POOL. :C-6UUS 2.THE CONTRACTOR IS ADVISED THAT THE EFFECTIVE DEPTH IS NOT THE ACTUAL DEPTH OF THE LEACHING POOL.THE CONTRACTOR SHALL INSTALL i ADDITIONAL'DUMMY RINGS"AS REQUIRED TO ACHIEVE THE EFFECTIVE DEPTH SPECIFIED. 4 5 g1! 3.DESIGN CONCRETE COMPRESSIVE STRENGTH=4,000 PSI AT 28 DAYS,AASHTO H-20 LOADING. --- ISR2301]$ — Y§ a sePu:rm,mrammwwDDm PkmDm oerA.eun,a.,[.N.mwwQm+mxuv • [.•: _ , _ „ „m.ww.ea.�euP>•.r.lrx+�[./mnvwPm[L a,,,PP.e[aP„nG.s nsem.DmeN Riser Safety Grate ;Carbon Filters YW.raw° ae�Gm;l a<.n, App�EDDM1v &Imm Ar�55Ys TD omu r� DreaYn RDnSVItdr,PreswreSriW, WNV _ PWGC Grmlt Dreeker ! ..� °�. w i SlandardMadeftOba.D CLIENT DRIVEN SOLUTIONS eo[Nere.wm+P1 +� .h"90'°�o+w Ivmi P.W.GROSS CONSULTING,INC. PruPo.s.i P • �� SIaJWard MoAels 1 ,x , PraEuct c°"D0� _ ER vn ff�' � 1 � 1 leateials o< °Y•`a'e T �., oai,.,[rv�'s ovlSciNn9rM - —I Spedit.Ums A—DS Yamfa6mCUG4DctlDn I f °uerl TerMnel Yodt � � -- 24" POLYLOCK DISTRIBUTION BOX NOT TO SCALE �F OF NEW? apEL So-4yO�f xe.vd You wx..D¢pv I�„n,ya, Gm..m.aYou =_•�,�.a..,e...�..�..� �....�...—......�...,..�..�.,.�.��� y ? goy CARBON FILTER DETAIL r�,-,a�usA'•zau��rmn 1e 4""" NOT TO SCALE f V RISER SAFETY GRATE DETAIL NEW �oA��FEONP� FUJI CLEAN CONTROL UTILITY SSI PANEL DETAIL NOT TO SCALE 120 VOLT,IO SERVICE TO FUJI CONTROL PANEL NOT TO SCALE 2#12,#12 GRD IN 1-PVC CONDUIT u.mnmuee. -- tlobl .IeCDORII IYCDORII WDIDDRII CIRCUIT .- Alr FI•E Yel.°. �'— z.l — 2.D— —a.e FUJI BREWER METER BRE I' ri fl)• °I W EO IOD FUJI MAC CONTROL PANEL P31 E.E Y.E E.� Ror°.l Pr....r• DPo--1!— —15— —li— BLOWER PANEL -- fr.t.rn[r El.GloullD ROD I Peen Cep..eDtl.e D1 !1 T. — aW En Pxt IDe. I ._1= enl�11 AP)r_-2-6- rD ELECTRICAL ONE LINE DIAGRAM —--�--— P.P.r+C. ,ne 1•[D E•E' YARGOT RAE COFFEY ttr�•,�ornln ENPo:° NOT TO SCALE GREENPORT WIIW—OOR I..Ir"•"../^^nlm D wl.nD[.[...n.r 4452�PrE�CONIC B1A�Y BLVD l.nal Il.nr rt In....u........BrM.NONn nnlntl.e VA OIY PET CONIC SYSTEIPI ® O nrma.nun Ynn.uunl. -iomn ul a.0 Ielv.n , 1 1 1 ' 1 , Mnan1 Ilper[n/..ltr...tllr r"ls.r.l.t[..nn GO Plbit.�IM,1'imiv� �iltnitl rl�itl[II bwa�IMnl lu[Ilu.1 1 t 1 s' ••Li ELECTRICAL NOTE: usiPEcoxm eAr eLw 1.BURIED ELECTRICAL POWER LAUREL,SOUTHOLD SUITOU(COUM.xY BLOWER TO BE CONDUITS SHALL BE A MINIMUM _ HARD WIRED TO OF 24 INCHES BELOW GRADE. — CONTROL PANEL 2.ALL ELECTRICAL WORK TO BE 7 Io-SE WITH IN ACCORDANCE ELECTRICAL H NEC SEE ATTACHMENT�S� DETAILS s BLOWER NOTE: 1.BLOWER TO BE EQUIPPED WITH A SECONDARY ENCLOSURE s /+ 2.BLOWER TO BE HARDWIRED TO :^-6017 1. FUJI MAC10OR11 BLOWER DETAIL CONTROLPANEL 5 5 g NOT TO SCALE = ISR2BD1, S.C.T.M.#DIST:1000 SEC:128 BLK:4 LOT(S): 22.1 &22.2 X / PIPE DWELLINGS / Q W/PUBLIC WATER 150' / iA"�/ I 1 / G / U.P •\ // GQ / � MON. \ / 5 VI / i , / 1 / OQ LQ LA � I, Fb it LAND N/F 1 T 22 OF TAX LO CAROLYN & MONTE REIDMAN ^' VACANT ; `% \ l X LOT 2212 ` ?3 LAND N/F I t `A s w OF 1 ROBERT & RUTH POTDEVIN P to l i i 23`� a� M 1,\ SHED I N 1 19.,9 1 ry i i tia GO ' DWELLINGS 1 /11 w 1 W/PUBLIC WATER 150' PROPOSED 1 1/2`WATER LINE - r DWELLINGS �O W/PUBLIC WATER Wo ; °y0? T A$ 150' 4 sT E No K 2'29 rev,,- ;N• 25 EXISTING SEPTIC ------ 1 TO BE ABANDONED ag 1 O AND BACKFILLED f d I rE W� WITH CLEAN COARSE SAND w w 4RDEDROOM SYSTEM 4 a. Q 1.250 GAL S.T. (1)8'D-2'DEEP L.P. 2a Z C.D. D6 5j0;G aP/2,3 to ELEV. 22.6 �1 `oytE yq S} OL 9.5, SANDY LOAM 0.9' y'S oaf' BROWN p 5 pap ,a. SM LOAMY SAND PALE N.�i '.,•. ado. �' ' '/;, I BROWN MEDIUM SW SAND NO WATER 1 A, FES 20,2022 K. WOYCHUK LS ------ FIRM MAP#36103CO483H Al AREA:45,296.23 SQ.FT. or 1.04 ACRES ELEVATION DATUM: _________________—____ /J9,/ 011 ��r° UNAUTHORIZED AL ADON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 15 PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION •j',/;�; �,/ LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES,ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS s O AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY r� WOOD GROIN SURVEY OF: DESCRIBED PROPERTY OF N1(y CERTIFIED TO: MARK MONTIFIORE; MAP OF: '�1L� M' k'OHy0,p LISA MONTIFIORE; FIDELITY NATIONAL TITLE � FILED: �Y2`v nso* INSURANCE COMPANY; JPMORGAN CHASE SITUATED AT:LAUREL fr BANK, N.A.; r TOWN OF:SOUTHOLD o KENNETH M IYOYCHUK LAND SURVEYING, PLLC / SUFFOLK COUNTY, NEW YORK �4'14P 05O8s2 Q� Professional Land Surveying and Design / F BJ P.O. Box 153 Aquebogue, New York 11931 THE WATER SUPPLY, WELLS,DRYWELLS AND CESSPOOL PHONE(831)298-1588 FAX(631)295-1588 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FILE d 18-87 SCALE:1"=30' DATE:JULY 24, 2018 N.Y.S. USC. NO. 050882 m.Lnt.inin¢Lb, record.of Robert J.R...—y&Kenn.th M.Noyrhuk AND OR DATA OBTAINED FROM OTHERS. S.C.T.M.#DIST:1000 SEC:128 BLK:4 LOT(S): 22.1 &22.2 / / PIPE / / / U.P. \\ / /• NON. / \ s / ` 1 \, I LAND F VACANT /F TAX LOT 22'1 CAROLYN & MONTE REIDMAN � ; � 1 c m s oo' s� So.s2' I TAX LOT 22.2 \ LAND N/F ;1 OF `m ROBERT & RUTH POTDEVIN 1 1/2'WATER LINE l 1cc t v � SHED 19.9 2 l 1 1 1 I `1 VOWDEEP LP1 ....9.z... LP2 :n.::c.: D.H. •N iG..:::iiiT Sd F-rnl_6K. f'nt INJITY nEPARTR-AEKlT nP HFAI--TH SF=Ri V! F.S SANITARY LOCATION _ _ WORKS POINT A B P {�p�+ D.B. !44 6' 41' GO. .:::::::::.. ASINGLE FAMILY RESIDENCE LPT ' 45' covERED �::<.....:iz Ys: ....LP2 4' 46' ENTRY vo+:0.:::::iiiii:tii;C::•i:•i... a::5........... 3117/26 .. R-24-0099 GrE ::;' '':;::.;}yry rii iii':j:b0 is� �yF The sewage disposal and water supply facilities at this location have been m ;<;.;:;:4'. in-snecied Ind/Or GerIffle-O Dy irIiS ue arimem Or omer agenc(eS and)Olin „ / )� on. 61-11L._ UI iViceL-icvIaicl Ivlalooyci licit L ADD U.G. UTILITIES 02-27-26 I REVISED 06-25-25 FIRM MAP#36103CO483H FINAL 06-09-2025 / AREA:45,296.23 SQ.FT. or 1.04 ACRES ELEVATION DATUM: NAVD88 I NON. a, UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY �• E�MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY 7D THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION ^O LISTED HEREON,AND 70 THE ASSIGNEES OF THE LENDING INS777URON,GUARANTEES ARE NOT TRANSFERABLE. I THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCE.,ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS y AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EWDENT ON THE PREMISES AT THE THE OF SURVEY -- `- ! I V SURVEY OF: DESCRIBED PROPERTY o f„NcW CERTIFIED T0: MARK MONTIFIORE; ooD cso1N ; I I„ u 1 I MAP OR h r ,� ' dot 0 LISA MONTIFIORE, FIDELITY NATIONAL TITLE Ly FILED: �e L s of* INSURANCE COMPANY; JPMORGAN CHASE SITUATED AT:LAUREL BANK, N.A.; To OF.SOUTHOLD M AY 2 8 2026 c, KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK sy OsoB6 Professional Lend Surveying and Design s , 2 5Je P.O. Box 153 Aquebogue, New York 11931 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL PHONE(631)298-I58e FAX(631)21113 -1585 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FILE a 18-87 SCALE:1"=30' DATE:JULY 24, 2018 N.Y.S LISC.NO. 050882 nudnwew 17,a—" f P b,ft 1.H—V A semom T7 eonnw, AND OR DATA OBTAINED FROM OTHERS. t. rt --, p!! 2 I S.C.T.M.# DIST: 1000 SEC: 128 BLK:4 LOT(S): 22. 1 & 22.2 I / / PIPE 41 y< U.P. / \ N V / \ / MOH. J \ � / N / \ v // \U.P. / 0 � a \ \s LAND N/F OF Tpx LOT 22.1 N CAROLYN & MONTE REIDMAN VACANT 3\ i � \ O 14011 zi Y UP o0J^} \ m \ 0. \ TAX LoT 22.2 N I W LAND N/F \ G OF ROBERT & RUTH POTDEVIN \ \> 1 1/2" WATER LINE 1 ,, 0 N \O G) x O uN SHED . ,9' m 1 3; N \ \ \ m \ I I \ > \ \1.1'E I \m I i \ 8'Ox8'DEEP LP1 i :::;: . �2 LP2 m :::::::::: GE.. O D.B.FUJI CENT 1 ,• �� O•..:::::::::::::•: g �t PVMp ��� y O (� O 1 • J ..� � E A . �. �� a"� ,u � � SANITARY LOCATION G eP I N owER POINT A B m N sN APPROVAL O!, CONSTRUCTED kA!()RMS 6' S.T. 40' 34' D.B. 46' 41' i............:::::.. SINGLE �— eo L Y I LP 1 44' 45 COVERED ti ::::::::::::::;;:::::; 54' 46' ::9 ::::.......::. .. LP2 ENTRY a................. . :..... ::::::::::::::...:. m v�p 3/17/26 _ R-24-0099 O.TE :: 2 : : ''k�. ez, i.S.. Ref.,., }:'gip ...............?: m r•.:::::iii c) SO .. 3. V° I n iate supply ` ili t this location Nave been °� 9• Z inspected 13 I` certified s Deps. rtment or other � c,bts av,r I d foV .__ �a y as 3t be, satisfactory FORAOF O ``� •iti::('.?!fir: / I O/L JOr i MHAN � 1, '1� ".; C H IE€ �0 / sY00�GROjN ADD U.G. UTILITIES 02-27--26 ' REVISED 06-25-25 FIRM MAP#36103CO483H FINAL 06-09-2025 AREA:45,296.23 SQ.FT. or 1.04 ACRES ELEVA770N DATUM. NAVD88 MOH. ' ;p UNAUTHORIZED ALTERATION OR ADDIT70N TO THIS SURVEY IS A WOLA71ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARAN7EES INDICATED HEM,EON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 774E 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING ,/NS77TU770N p rye; tI LIS7ED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU7TON, GUARANTEES ARE NOT 7RANSFERABLE. }i. i THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE'7HEREFCRE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, AD0177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TMlE OF SURVEY r F WOOD GROIN SURVEY OF: DESCRIBED PROPERTY 'of r��f-"¢ CERTIFIED TO: MARK MONTIFIORL_p MAP OF: \A ' a w LISA MONTIFIORE; FIDELITY NA•;I ONAL TITLE `• FILED: � I INSURANCE COMPANY; JPMORCAN CHASE 'A SITUATED AT: LAUREL I. r- BANK N.A. TOWN OF. SOUTHOLD I. r =x' a fd KENNETH M WOYCHUK LAND Si7RVEYING, PLLC / SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design sF,. .e�BBy F P.O. Bog 153 Aquebogue, New 'York 11931 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM f7ELD OBSERVA77ONS FILE # 18-87 SCALE: 1"=30' DATE:JULY 24, 2018 F ' ✓ PHONE ( records of Robe FAX (6y 2enneth 8 SAND OR DATA OBTAINED FROM OTHERS N.Y.S LISC. N0. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. lfoychuk i I I i P 1/ T Generated by REScheck-Web Software Compliance -Certificate Project Additions to: 4452 Peconic Bay Blvd Energy Code: 2018 IECC Location: Laurel, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 315 deg. from North Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 4452 Peconic Bay Blvd Isaac-Rae Coffey Tom Baccarella Laurel, NY 11948 11575 Main Bayview Road NY Building Technology Group Southold, NY 11971 159 NY 25A (347) 276-6093 West Building,Suite B margot@isaac-rae.com Miller Place, NY 11764 631-495-0289 Info@NYBTG.com Compliance: Passes using UA trade-off Compliance: 9.3%Better Than Code Maximum UA: 300 Your UA: 272 Maximum SHGC: 0.40 Your SHGC: 0.32 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Perimeter Flat Roof/Cathedral-R30 Int+ R10 continuous: 1,193 30.0 10.0 0.025 0.026 30 31 Cathedral Ceiling Walls to Amb-1.5"Zip-R with R23 Roxul:Wood Frame,16"D.C. 1,919 23.0 6.6 0.039 0.060 56 85 Orientation: Unspecified glass doors-sliding/gliding-SE: Glass Door(over 50%glazing) 286 0.320 0.320 91 91 SHGC:0.32 Orientation: Unspecified windows-fixed/csmt assembly-NW:Wood Frame SHGC:0.32 46 0.320 0.320 15 15 Orientation: Unspecified windows-csmt-NW:Wood Frame SHGC:0.32 56 0.320 0.320 18 18 Orientation: Unspecified windows-fixed-SW:Wood Frame SHGC:0.32 59 0.320 0.320 19 19 Orientation: Unspecified windows-csmt-SW:Wood Frame SHGC:0.32 34 0.320 0.320 11 11 Orientation: Unspecified Project Title: Additions to: 4452 Peconic Bay Blvd Report date: 01/16/24 Data filename: \ Page 1 of10 - Gross Area Cavity Cont. Prop. Req. Prop. Req Perimeter windows-fixed-NE:Wood Frame SHGC: 0.32 15 0.320 0.320 5 5 Orientation: Unspecified Slab-on-Grade-entry closet:Slab-On-Grade (Unheated) Insulation depth:4.0' 13 10.0 0.360 0.360 0 0 Insulation position: Fully Insulated(uniform R-value across perimeter and under slab) Uncon Bsmt Walls-2" HD foam: Solid Concrete or Masonry Orientation: Unspecified 427 0.0 14.0 0.064 0.059 27 25 Wall height: 8.0' Depth below grade: 0.8' Insulation depth: 8.0' Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Tom Baccarella 01/16/2024 Name-Title ure Date Project Title: Additions to: 4452 Peconic Bay Blvd Report date: 01/16/24 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, :Construction drawings and ❑Complies :Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR111 energy code compliance for the 0 :building envelope.Thermal - [-]Not Observable envelope represented on ❑Not Applicable j construction documents. 103.1, :Construction drawings and ❑Complies ;Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable pj "Systems serving multiple ❑Not Applicable dwelling units must demonstrate ,compliance with the IECC ;Commercial Provisions. 302.1, Heating and cooling equipment is! Heating: Heating: ❑Complies ;Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr_ Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: Manual J or other methods ❑Not Observable Btu/hr Btu/hr 1 approved by the code official. ; :❑Not Applicable j I Additional Comments/Assumptions: 111 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title:Additions to: 4452 Peconic Bay Blvd Report date: 01/16/24 Data filename: Page 3 of10 � Section # Foundation Inspection Plans Verified Field Verified Complies? Comments/Assumptions ' & Req.ID Value Value 402.1.2 ;Slab edge insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies [FO1]1 ❑ Unheated ❑ Unheated ;❑Does Not ;table for values. J ❑ Heated ❑ Heated ;❑Not Observable ❑Not Applicable 402.1.2 ;Slab edge insulation _ft _ft ;❑Complies ;See the Envelope Assemblies [FO3]1 depth/length. :❑Does Not table for values. leJ '❑Not Observable ❑Not Applicable 402.1.1 ;Conditioned basement wall R- ; R ❑Complies ;See the Envelope Assemblies [FO4]1 I insulation R-value.Where interior: R_ R- :❑Does Not table for values. insulation is used,verification may need to occur during ❑Not Observable I Insulation Inspection. Not ;[:]Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 Conditioned basement wall ❑Complies ;Requirement will be met. [FO5]1 insulation installed per ❑Does Not U manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.9 ;Conditioned basement wall ; ft _ft ❑Complies ;See the Envelope Assemblies (FO6]1 insulation depth of burial or ;❑Does Not ;table for values. distance from top of wall. C� �❑Not Observable ❑Not Applicable 303.2.1 iA protective covering is installed ❑Complies ;Exception: Requirement is [F011]2 Ito protect exposed exterior ❑Does Not :not applicable. insulation and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system ❑Complies ;,Exception: Requirement is [FO12]2 controls installed. ❑Does Not :not applicable. OR;, ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Additions to: 4452 Peconic Bay Blvd Report date: 01/16/24 Data filename: Page 4 of10 1� / Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, ;Glazing U-factor(area-weighted U- ; U- ❑Complies ;See the Envelope Assemblies 402.3.1, i average). ❑Does Not table for values. 402.3.3,402.5 :[:]Not Observable [FR2]1 ; ;❑Not Applicable ,J i 303.1.3 U-factors of fenestration products ❑Complies :Requirement will be met. [FR4]1 ;are determined in accordance ❑Does Not u ;with the NFRC test procedure or ;taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 linstalled per manufacturer's ❑Does Not J ;instructions. ❑Not Observable ' ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ;,Requirement will be met. [FR20]1 is listed and labeled as meeting []Does Not v ;AAMA/WDMA/CSA101/I.S.2/A440 ;or has infiltration rates per NFRC ❑Not Observable ,400 that do not exceed code ❑Not Applicable :limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate_<2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies ;Requirement will be met. [FR12]1 :insulated >= R-8 where duct is ❑Does Not J >=3 inches in diameter and>_ R-6 where< 3 inches.Supply and ❑Not Observable ; return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for :diameter>=3 inches and R-4.2 Ifor< 3 inches in diameter. 403.3.2 Ducts,air handlers and filter ❑Complies ;Requirement will be met. [FR13]1 :boxes are sealed with ❑Does Not J joints/seams compliant with International Mechanical Code or ❑Not Observable ;International Residential Code,as ❑Not Applicable applicable. 403.3.5 Building cavities are not used as ❑Complies ;Requirement will be met. [FR15]3 !ducts or plenums. ❑Does Not :B) ❑Not Observable ❑Not Applicable 403.3.6(1,;Ducts partially or completely ❑Complies :Requirement will be met. 2) buried in ceiling insulation have ❑Does Not [FR26]3 ian insulation R-value not less J 'than R-8,the sum of the ceiling ❑Not Observable insulation R-value against and ❑Not Applicable above the top of the duct,and !against and below the bottom of !the duct, is>=than R-19, excluding the R-value of the duct insulation. 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Additions to: 4452 Peconic Bay Blvd Report date: 01/16/24 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection&Req.ID Value Value Complies? Comments/Assumptions 403.3.7 ;Ducts declared to be within the - ❑Complies :Requirement will be met. [FR28]3 !conditioned space are either 1) ❑Does Not J ;completely within the continuous ❑Not Observable air barrier and within the building jthermal envelope,2)buried ❑Not Applicable within ceiling insulation in accordance with Section I R403.3.6 and the air handler is j located completely within the 1 (continuous air barrier and within the building thermal envelope and the duct leakage is<= 1.5 (cfm/100 square feet of conditioned floor area served by ithe duct system,or 3)the ceiling I insulation R-value installed ,against and above the insulated i !duct>=to the proposed ceiling insulation R-value,less the R- value of the insulation on the 403.4 HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. [FR17]2 above 105°F or chilled fluids ❑Does Not V below 55°F are insulated to>_R- 3 ❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR24]1 piping. ❑Does Not I J ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ;❑Complies ;Requirement will be met. [FR18]2 >R-3. ❑Does Not �i ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies ;Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Additions to: 4452 Peconic Bay Blvd Report date: 01/16/24 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID T 303.1 All installed insulation is labeled ❑Complies :Requirement will be met. [IN13]2 or the installed R-values ❑Does Not e provided. I ❑Not Observable ❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, I mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ❑Does Not :table for values. 402.2.6 ;wall insulation on the wall [IN3]1 ;exterior,the exterior insulation ❑ Mass ❑ Mass ;❑Not Observable g� requirement applies(FR10). ❑ Steel ❑ Steel ;❑Not Applicable I I 303.2 ;Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 i manufacturer's instructions. ❑Does Not I ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Additions to: 4452 Peconic Bay Blvd Report date: 01/16/24 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, ;Ceiling insulation R-value. R- R- I❑Complies ;See the Envelope Assemblies 402.2.1, : ❑ Wood ❑ Wood :❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel ❑ 402.2.E Not Observable [FI1]1 :❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies :Requirement will be met. 303.2 :manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every 300 ft2. ❑Not Observable ' ❑Not Applicable 402.2.3 lVented attics with air permeable ❑Complies ;Exception: Requirement is [FI22]2 i insulation include baffle adjacent ❑Does Not not applicable. to soffit and eave vents that jextends over insulation. ❑Not Observable ; ❑Not Applicable 402.2.4 ;Attic access hatch and door R- ; R- ❑Complies ;Requirement will be met. [FI3]1 :insulation >_R-value of the : ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 :ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable t❑Not Applicable 403.3.3 ;Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 :determine air leakage with ft2 : ft2- ❑Does Not ;either: Rough-in test:Total ;leakage measured with a ; : ;❑Not Observable :pressure differential of 0.1 inch : ; ;❑Not Applicable w.g. across the system including ;the manufacturer's air handler ,enclosure if installed at time of ; ;test. Postconstruction test:Total ; ;leakage measured with a :pressure differential of 0.1 inch w.g. across the entire system ;including the manufacturer's air :handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 1 cfm/100 ;❑Complies !Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in UNot Observable :tests,verification may need to ; ;❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies Requirement will be met. [FI24]1 :by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 I Programmable thermostats ❑Complies ;Requirement will be met. [F1912 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies ;Requirement will be met. [Fl10]2 on heat pumps. ❑Does Not ; ❑Not Observable ❑Not Applicable 403.5.1 !Circulating service hot water ❑Complies :Requirement will be met. [FI11]2 systems have automatic or ❑Does Not `accessible manual controls. I ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Additions to: 4452 Peconic Bay Blvd Report date: 01/16/24 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 403.6.1 All mechanical ventilation system ❑Complies Requirement will be met. [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ❑Not Observable and air flow limits per Table R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies ;Requirement will be met. [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water []Not Observable temperature based on outdoor []Not Applicable Itemperature. 403.5.1.1 Heated water circulation systems ❑Complies ;Requirement will be met. [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated ❑Not Observable i return pipe or a cold water supply pipe. Gravity and thermos ❑Not Applicable (syphon circulation systems are i not present. Controls for S circulating hot water system pumps start the pump with signal for hot water demand within the #`occupancy.Controls (automatically turn off the pump ,when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies !.Exception: Requirement is [F129]2 comply with IEEE 515.1 or UL []Does Not :not applicable. )515. Controls automatically adjust the energy input to the ❑Not Observable Iheat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 ;Demand recirculation water ❑Complies :,Exception: Requirement is [F130]2 lsystems have controls that ❑Does Not :not applicable. manage operation of the pump and limit the temperature of the []Not Observable water entering the cold water ❑Not Applicable piping to<= 104°F. 403.5.4 Drain water heat recovery units ❑Complies ;Exception: Requirement is [F]31]2 tested in accordance with CSA ❑Does Not :not applicable. 1355.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units<3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water 1 heat recovery units<2 psi for individual units connected to three or more showers. 404.1 ;90%or more of permanent ❑Complies ;Requirement will be met. [FI6]1 (fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 ;Fuel gas lighting systems have ❑Complies :Exception: Requirement is [F[23]3 no continuous pilot light. ❑Does Not not applicable. J []Not Observable []Not Applicable 401.3 Compliance certificate posted. []Complies :Requirement will be met. [FI7]2 ❑Does Not ❑Not Observable { ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Additions to: 4452 Peconic Bay Blvd Report date: 01/16/24 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 I Manufacturer manuals for ❑Complies ;Requirement will be met. [FI18]3 !mechanical and water heating ❑Does Not Ssystems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Additions to: 4452 Peconic Bay Blvd Report date: 01/16/24 Data filename: Page 10 of10 t2 2018 I ECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 29.60 Below-Grade Wall 14.00 Floor 10.00 Ceiling / Roof 40.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.32 0.32 Door 0.32 0.32 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments NOTES DRAWING ISSUE —NO.7—DATE-1---FSSUEDF0k--1 5 S. 6 1 1 1. 2.9 3 8 2 2 8--r Er.3' 4'-8- 4'-.- 1 1'-7-1 / 2 4 1 -302.0 -302. k44 5 1 6 7 P-201.04 r PTIC LINE, io ELECTRICAL LINE— Wxt DRAWING REVISIONS R NO. I DATE REVISION 3 4 1 Xv 5 6 AS LINE 7 1 4'TALL CRAWL SPACE 1. INSULATION T U MEET OR EXCEED HYS ECCC 2020 10 1 ENERGY CODE ji I 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED 0 HER'S RATING 12 a THISAPPU ON ISAPPROWD ONLY FOR WORK 3. VAULTEDCEIUNGSIN ULATEDTOR450RGRFATER 4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR F IN�M�ON�E"PU�UONSPECM�nONSHEEr.ALL GREATER E RELIED UPON,OR v OTHER MATURS SHOWN ARE NOT TO B a. FOUNDATION WALLS TO BE INSULATEDTO R40 OR TO BE CONSIDERED AS EITHER BEING A 6. FRAMED FLOORS TO BE INSULATED TO R-32 OR GREATER GREATER 7. SLABS ON GRADE TO BE INUSLATED TO R-1 0 UNDER B SLAB. RECOMENED INSULATION AS FOLLOWS • �v VAULTED CEILINGS 4r SPRAYED CLOSED CELL ISAAC RAE CONTINUOUS INSULATION RELS per Inch.WITH ROCKWOOL R235 v 430 Main Street Greenport,NY 11934 I. UP Al "Ll-1/2 for 1`1149 1 T.347-276-6093 E.clay@isaac-rae.com MECHANICAL KVAC • WALLS:3"SPRAYED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH.WITH ROCKWOOL RIS 3-112" FOR TOTAL OF R34.5 • Applican:of Record: INSULATION R6.5 PER INCH.WITH ROCKWOOL RIS 3-11r FLOORS: 3-SPRAYED CLOSED CELL CONTINUOUSE FOR TOTAL OF R34.5 • SLABS 3-EXPANED POLYSTYRENE INSULATION FOR R12 z- ONE a i�Z .8 EGRESS 4 T ADD ALTERNATE 7 I 4'TALL CRAWL SPACE • INCREASING THE NEW BASEMENT FLOOR DEPTH BY I FT (ADD ALT) T-t • WHITEBOX FULL BASEMENT,BE SURE EGRESS WINDOW AND ELECTRICAL TO CODE(ADD ALT) COLUMN;'.,'-- �iJUSTING LALLY • FRONT FACADE HALLWAY WINDOW(ADD ALT) 2 C.4) --,EGRESS" :NEW STEEL COLUMN CONSTRUCTION NOTES: 1EE7 Om MECHANICALROOM WATER HEATER STORAGE -01 PROPOSED WALL X, C-02 PROPOSED P.C. C �DESIGNSAHDOTRERWSCLOSMMSUFORTH MON 'A _FOUNDATION WALL ARE'THEPROMIrOFMETROMMANSUILDINGOONSUMG C-03 PROPOSED DOOR OR P.K.INACCEMMTHISINFOR—RONYOUAGREENOT C-04 PROPOSED WINDOW IKEIROMUTAN BUWNG CONS ImE OLTING—55 W.K. C-05 PROPOSED FLOORING SEE FINISH SCHEDULE "x C-05.PROPOSED PLUMBING FIXTURE SEE SCHEDULE c� Project: C-07 PROPOSED STONE WALK WAY 08 PROPOSED STAIR "9 PROPOSED WOOD DECKING 4452 Peconic Bay 10 PROPOSED CABLE RAILING W*TALL 4452 Great Peconic Bay Blvd,Laurel,NY 11948 PROPOSED SKYLIGHT 11 CRAWL SPACE Project No.: 12 PROPOSED ROOF ADDITION ( C-13 6 MIL EPDM ROOFING PITCHED TO ROOF DRAINS IR-02 14 ROOF DRAIN MIN TWO PER FLAT ROOF SPAN 300.96 Seat/Signature: C-15 ROOFOVERHANG ... ....... r-15 IPROPOSED LOCATION OF PLUMBING VENT IC-17 I PROPOSED LEAD COATED COOPE ROOF SCUPPER 13 0 1 0 0 DA E CO PROPOSED PLAN LEGEND: PROPOSED WALL A-200. Off 9761 Qr EXISING WALL TO REMAIN v -1 NO PROPOSED SCOPE & PROPOSED ADDITION 13 a 0 0 r—jJ­ L. j OUTLINE OF EXISTING HOUSE �OZ • Data: Scala: Drawing Title: a. PROPOSED PLANS-BASEMENT to EMSTING GFA SECOND FLOOR 0 SOFT PROPOSED GFA SECOND FLOOR 997SOFT 70 EP 31�-!c sit-, Drawing No.: "N fip Notes PROPOSED BASEMENT - O O ■O O ` w ^ry kr � M> �u G 19 2024 ttTUDING DVT LD ' � , . I. 014 1�ir�s� i _ all oz rl. ��yry t s • �r.�1' —9 + 41 All Jill- .tom n r t n 4 � .r -fie O �; �� ! Y • _�yQ �•, .f .�r n - j f- >..niM 16 �. POP, �� a �s ti j •� y CO o0 y SKY COMPLIANT AND APPROVED BY TOWN CODE L J rn w �2 A \ V1 t0 PROPOSED HYDROACTION IA WASTE WATER TREATMENT CENTER o \ / ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREII PROPOSED GRAVEL ARE THE PROPERTY OF METROPOLfTAN BUILDING CONSUL' DRIVEWAY TO REPLACE GROUP,PC.IN ACCEPTING THIS INFORMATION YOU AGREE I TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, EXISTING .cue 1 WITHOUT THE EXPLICIT WRITTEN PERMISSION OF PROPOSED 1 STORY ADDITION OUTSIDE / o• LINE OF EXISTING \ METROPOLITAN BUILDING CONSULTING GROUP,PC. OF EXISTING HOUSE FOOTPRINT -► \6 / GARAGE =-n o PROPOSED 2ND STORY ADDITION OUTSIDE __ =.�_. >, LINE OF EXISTING \ Project: OF EXISTING HOUSE FOOTPRINT - \\ ` -`` OUTDOOR SHOWER \ A GUTTERS AND `' 452 Pe conic is Bay LEADERS TO DRYWELL PROPOSED 2ND STORY ADDITION ABOVE 4452 Great Peconic Bay Blvd,Laurel,NY EXISTING HOUSE FOOTPRINT—� LINE OF EXISTING �- HOUSE GUTTERS AND �L\ O I 2ND STORY ROOF OVERHANG Project No.: LEADERS TODRYWELL IR-02 EXISTING SET BACK TO 001.0- REMAIN / Seal/Signature: 9.5- - \ TOP OF BLUFF EXISTING WOOD AND UNROOFED ENTRY STEPS i ��3� VINYL BULK HEAD D iEXISTING WOOD JETTY F[tED AR 'C OGLAY A^/TF. EXISTING SET BACK TO REMAIN i9` N\w FIRM ZONE X- ` Al PROPOSED NATIVE °o e39761 Iyo VEGITATION NON TURF BOARDER 1 O'BEYOND FOF NEw THE LINE OF THE BLANK-�----— ry i 6p^ Date: scale: /y ^ AS NOTED Drawing Title: PROPOSED SITE PLAN EXISTING WOOD STEPS \ EXISTING WOOD JETTY Drawing No.: - Y A-001 - o { n PROPOSED SITE PLAN - _ ---- NOTES y�r I IIW�I ul:I III u I it AIL -91 II Ulll I J DRAWING ISSUE - �� \ L�g0� tD mamtl-l- luuEuwrta •• LD DRAWING REVISIONS -F� REVLS°N 3 - �1DL---- S MA%6UILOING EE,, \ •\ 1' a - H49GJU-'v `\ _ / e a 2NOFL mmarnra.ucmra_.._ __. I, nx wr2z.t ,• _GROUND FL p AVEr2G -D. 1(( ar,ve•' • ' \ ISAAC- RAE III III I b I. II _ 23.p '.v 430Man Sheet Gtee NLNY 11934 -- ` T.347-66093 C.clay@leaac ne.wm III III III II- II II'IIII ` wi22 BASEMENT A% - \ z \ IT- Vl � J--. I II I _ II_I _ I I III—III III—III- _—-!I IJ I I—III—I L—III—III-11 I-1I I_I I:.I!I-1I L—III'-1I l_I I1-1 I I-111-1 L—.1I-111-1I I-I!I-1 1k l -,- -n O SKY PLANE DIAGfl M1 ` ` I I ," _ -__ .__..._-_._.---_._ .._ - wEmx4rvhPDSFraee% IM'•I'-0' xmIG DOV MnK ca.talu,r nPoA—VE\ rADE a;YaazwA .TP°eA;MiNrci ^\ ` --"nlv[v05iav DPnvO SCTM# 1000 128 04 22.2 E"' 4452 P-1.Bay BINd Lo-r,NY ``f, k�l•i t / n „nwunu n+moav su,w«w,c SREPLANFOR: i. STM(1D0 0-1 28 42 2.2)ZONED R40 { SOUTNOLD TOWN,SUFFOLK COUNTY,NY . -_ , ?I,. ""I I'[�' ''I °"°° arexlsiwD wus[raomair T,-�,' °i DurDDlwsavi[P \ ` N A N ALLOWED E%16TINGmnPROPOSED = I- gD�•+ \r r \ � a p9Hn:µD 4452 Peconic Bay _________..__ __.. _._— —P0SwEDs a° °sF VDo"Dr r'mOPni. 452Great I J / \E�Fns ra°nnvcu` LOT AREA 28124.8 u --� ` �f .-�T-i' I ErtEOi[x¢ivi0 /) LOT DEPTH(FT) 386.20' / `� / 11 1�•� muse 4 Pecanlc DaY BIW,Laurel,NY 1194P LOT WIDTN(FT) 80. _ IFwEnS oOPnvEu_Yl\ k_JKymmOPrlrooEDv[ww,'u LOT ARE BUILDABLE(MINUS BANK) 24,p53 SO /f __ j ,5 I ` ^ ° IR-02 MIN.FRONT YARD FT.1 50' 8.B' _ 198.8' - \ -TF,uat Urt�i -„ .. MIN.SIDE YARD(FT.) 16' 35 95-1_f31 uYPODi[D[Ninvsi[Pst D m MIN.REAR YARD ITT) s0 60.8 .,,5fi' l - �{ICO ARC Ir \H y yE MIN.ACCESSORYSIOE YARD 10 27 382 2T 38263 MIN ACCESSORY REAR YARD I 3.3 3.3' /� v�° { •• -/\ / ALLOWABLE COVERAGE 20% 5.624.9 SOFT -' ^��/ ExEnms[rwai iD PEaiam a _ — _ z vFc rAnON nF ' - TOTALE%ISDNG COVERAGE 3,168 SOFT Te0nnxE pnbNOoLNEDFn1E 14cmvD TOTAL PROPOSED COVERAGE 7965pFT T Ore4N 1- a�F' ixE LwE orrxE nPn �£_µ �Q` 20 m jFOF £Ny ���Q N ALLOWABLE GROSS FLOOR AREA(GFA) 3,165 SOFT I,-- .�/i �J x[v6[0 K { - �.ryy \v ^ JUV Yf7 EXISTING GROSS FLOOR AREA(GFA) -__ t971 SOFT / _ �j/�/J / VI a eDi•PDEnlne[ L - / �rQ� I Day /' PPOFOS[O Sf1st,C1tL i `\ v 1DID�R'C 02P( EXISTING GFA GROUND FLOOR 1971 SOFT DF ((� SOLTxR_ Ra TW. 6ra4 a _PROPOSED GFA GROUND FLOOR 2,38750 -- l"mK-_-4-. ixlsrmD wooD sr[PS- \ / Q PROPOSED SITE PLAN PROPOSED GFA 2N D FLOOR 89]SOFT iOP OFp4NK /a -- TOTAL PROPOSED GFA 3,38450/2 ZONING SCHEDULE_ _- _ (5 PROPOSED SITE PLAN-Callo_I1 1 pHOPOSED SRE PLAN -001 .00 J31W-V-0' — �:180 -- - I'=3p'H' — NOTES rYS !� J tI ? KW tAt� DRAWING ISSUE I l...•K°"x I1; '1�+rlA" ':Mr" 9a..?5��• ---"1NO 12 1a59EO fort 1 r t•l _ �' _ . sxim+mooa e4wc ... - DRAWING REVISIONS —_- -- NO o 1 xT�aN y.'. aewoe�x bNs . L 1 4452 PECONIC BAY_ I i IsaauRae I i ;I 430 MAIN STREET I - l _Ij ISAAC-RAE 2NDFLOORa'-� GREEN PORT NY 11934E%l_,1u... .. ., .L._ ._ a.`. ._.re.. :..t.; .4...s ... _:. .r....FE v_�..l,z..,' : 430 Main SUeel Greenlwrl.NY 11934 .., ..._°.� L_ ..._..Tf..,: T.347.27MM3 E.Olay®Isaaorae.wm A00R6yNTONe - aOANIL.TIOH: ARCfflECMMNO­MO SHEET LIST Iy�r^:']r^""^^`• µyrveq N,mc SHEETRD w..m. m.„r.,.. OER I Sheet Number SI-1 Name .l.l ° crwm *rnm..nmu.m " r_.._1 wa o 1 T-000 COVER SHEEP _ _ .—� r. w� �"•°wOEM ww""r' �__ µ•m•^ 2 T.001 PLUMBING RISER DIAGRAM 3 A-001.00 PROPOSED SITE PLAN---- - � •r „•• '°'r'•'�"""° �Y� LI{] .,..,� ""'°` 5 D-001.00__ DEMOL151ON PLAN-BASEMENT r w mr o. _ -_ _ n r.....mr... S b00200 IDEMOLISION PIAN-FIRST FLOOR e,. ado.mp 7 0.003,00 tDEMOLI$ION PLAN ROOF 'e:' �m—.n`w «• "' mvam rnw"^' rnwaru..n B A10000 PROPOSED PLANS-BASEMENT _ ' i°'w"r ror.=.vu 9 A-10100 PROPOSED PLAN-FIRSTFLOOR _ %p '. "` "�'0 ^w o r cExEaLLOFswmoxs 10 A-102.00 PROPOSED PLAN-SECOND FLOOR it A-103.00 PROPOSED PIAN-ROOF -- 12 A-110.00PROPOSED RCP-BASEMENT 13 A-111.00 PROPOSED RCP-FIRST FLOOR ,14—�A-11200 PROPOSED RCP-SECOND FLOOR _ m '^'"" •• ... ' 15 A-200.00 EXTERIOR ELEVATIONS__ 16 h201.M EXTERIORELEVATIONS- rKMrcrm.om y Vi a 17 A-300.00 ISUILD ING SECTIONS iB A-301.00 IBUILDNGSECTIONS .`w° :uw ;ir �,'.^,.a1°"°' w.xO re 19 - naoz.0o BUILDING SECTIONS --- -' � °�^`^"„ "° °�,^'� ^^^•r^•^�^-• wr .o.r.uo.r°rrr ..,omw 4452 Peconic Bay 0:� """""' a 4452 GTOat POmnic Bay BNQ Leu.l.NY 11946 120 A-]03.00 WALLSECTICTIONS A-000.00----WALL SECTIONS e^ ILJ:I o"- 22 IA-401.00 WALLSECTIONS "" ,,, [I�`®^"w• r 23 IA-002.00---TWALL SECTIONS •'w° r�""^'w'"r`"°"""'" •� •rrm - IR-02 24 A-00].00-_._-_WALLSECTIONS — w..� •...rmo•r�.u°®vo Eo,........r .�. 2F5�A-500.W TYPICAL EXTERIOR DETAILS — ^' "° exnEeiuwuarwaou nil se°vsyvw. 26 IA-51D00 WINDOW SCHEDULE 27 A-511.00-_WINOOWJSXYLIGHT DETAILS 28 IA-512.00 OOOR SCHEDULE ANO DETAILS _ o _ 29 -A6W.00 (INTERIOR ENLARGED PLAN AND ELEVATIONS__ rrw..,u•r...r�.•r .wr.r. 1ts0.EOMC JD__A-601.00 INTERIOR ENLARGED PLAN AND ELEVATION - 31 A602.00 BATHROOM ENLARGED PLAN ANDELEVATION v er ..: w ....nwu...iw J2 A90300_____BATHROOM ENLARGED PLAN AND ELEVATION_ ,N,m„r, r � w 33 A-60400 BATHROOM ENLARGED PLAN AN DELEVATION w"I"'°" , "' 34 AE05.00 ENLARGED STAIR PLAN AND ELEVATION a ,..•.,.. Js1e1 ? _ um. mr.ru„. Ora '" •�e�•+w n. COVER SHEET ,w 0 2tt —000 E, �• ....w. 1�.m°I..r rn.,�at or,..N w.---.____ NOTES DRAWING ISSUE 2 pn 3 9 DRAWING REVISIONSu�� 6 T -- PLUMBING NOTES »..r....� ,,...,... » .- :e. I II..IIm III •III kcv.wram ISAAC-RAE I emnvaam.ns o,,, e�.v.uemam� �n,M..vn ,,, 430 Main 5—G—eft,NY 11934 I :��m.::m •• ��� � �••� T.342-2266093 E.ctay®Ivaeoraemm ��..__—tr— •1Tr� �.T�--•r____ r.�_ �.___ _ _ rr, — me_�ivvo.mnal2ema. I,a^ II I IIw II II II I I i [TV"�' LL .:.., o.,,,L _ L L L I—!11J' II HOT AND COLD WATER RISER O HOTAND COLD WATER RISER D AG__PAM cw.uNenN 4452 Peconic Bay 4452 G,,t Pxonic Bay Blvd.Laurel•NY 1194E s.av syutwe �_ - aogecn I ..r I w I7�' :y r. iv �h I ytEPCUAgCh [:Y1J . a r mow. —............ II _ Fac Ne41 SANITARY DIAGRAM OY RISER RAM_ LL os'riz4u , _._. PLUMBING RISER DIAGRAM sa .5o T-001 NOTES DRAWING ISSUE GENERAL NOTES: x DATE ISSUED OR xan1NGacxE¢uL2 aveta vuw coxreNr 2020 NYS RBC 62020 SUPPLIMENTAL j D xpzo NVSVS xrs Fare axd_ 3 --' CONSTRUCTION NOTES: WINO FOAMING NOTES _ OCCUPANCY CLASSIFICATION RSFE OCCUPANT LOAD CALCULATIONS ON AI01.00 AND A10200 - - N RIDGE-TO RAFTER ASSEMBLY. xalL BUILDING SINGLE FAMILY RESIDENTIAL DWELLING S- - 1. THE GENERALOOMflgCTOR IS RESPONSIBLE FOR ENSURING THAT ALL 11/4'x 20 gauash halbealWchedneach pmrot If tl I tlbl 34. xr oeauuvrror� - 0 aPs BUILD.\G HEIGHT 28'-0' s WORK AND CONSTRUCTION MEET THE REQUIREMENTS OF THE 2020 Whenawllarte is usednleuo"ntlge strap,Iha numberol lOtl common naiN regUlred on Inearll e,d Of thecollarWe MWnot°vtr;tlihl=ulated numborolBdnalls tare sVa. ¢ex°x a ---- NURDI RESIDENTIAL BUILDING CODE AND 20181NTEflNATIONAL P _ t°•wnwsaac TOTAL SQ.FT.OF CONSTRUCTION SEE PLANS BUILDING CODE. °°u•�-h 9 enlli i-I e'w "°o`v"'m¢xl e.c ioe�e, -. _.- .-_ 1 2. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS(DO 211IA'701 TC_'UL ASSEMBLY. er NOT SCALE DRAWINGS). Lteral lramirg and ahearwall wnnec4ans l¢r,alter,wll'ug Or Guss to top plateshall beM __ DESIGN CRITERIA 2020 NYS RBC+20205UPPUME`ITAL BUILDING CODE ba rorovvure 1¢•w °1L awa A...,a..33 When a filler or Wes do not fall In hnewth studs bw,alters cerunG uorsito as vex TAB{ EACH once -u. --- _ _ _ _3. REFERTOPENINOTHE WINDOW pN00OOflSCHEOULE FOR EXTERIOR orirusses shallbe allarJ,ad le the wall top yylate and lhew'aR topp plate shallbeabact ed to vagALLeL Rnzreq wvcm-eD uv __GRANTING ELEMENTS AS PER FLOOR PLANS CROSS SECTION ANDGENERAL NOTES OPENINGS. the ip the all s'W wih vpl It connect.a'RoofsovedlaPq ng the ralcas de of the bdldng rxeaotai uP PEx those a> eacx --`- ---- -"- DRAWINGREYISIONS 4. REF RED CIVIL ENGINEERING DRAWINGS FOR GRADING PLANS skrabomenecletl U4lh uptillcamensohs nawordo-w 1,MBla 3.3c ' coven Pamxrou j A6 FACE wvcm-s¢e DATE _ REVISION__B REFER ARCHITECTURAL DRAWINGS FOR BUILDING ELEVATIONS ins Pexrn¢.ar EACH hAn. yo, INCLUDINGSLASAND FINISH FLOOR ELEVATIONS IlVALL-TPWALLASSEMBLY: ro anFT wrS.Ts.L EMS __uuc DESIGN LOAD CALCULATIONS -- B. 130 MPH WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT all ead above and' aWloxafloorlevelshall ba attached widlupltl-mccmesin _-._-.._ - acco,date vnN Each,336 When wall studs above do not fall lh line roth studs belox the O x e- (UVE LOADS PSF) DECK 40 s DURING CONSTRUCTION. mUdsshatbeattached W a commpn membarn the fwrassamhlywth Phil connectors in a o _a° 20201MERNATIONAL ROOF SNOW LOAD) ASIDE FIG.]-1 ]0 -_..... _..__ r 4 FOUNDATION NOTES: accordance Part ° comm x eUILDING CODE/ ROOF LOAD) ASCE FIG.]-1 20 I. THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS, 411 WALL ASSEMBLY TO FOUNDATION' P°iTER. -_ NO - STAIRS 40 7 Frm..If studs shall be connected to IN lamovensillpiale or bDlmm plate I upl'd L GAURDIIILS(MY DIRECTION) 200 --- - ELEVATIONS,DETAILS AND NOTES TO DETERMINE INTENDED HEIGHTS connectors Steel shapsshall haveam mmumembe0menl of]Inches neweran con LFwwrner. __.- e OF FINISHED FLOORS ABOVE GRADE. lountlat on aM slaOangrado,f5are"'n."SMy'.V-1undallons,dappedands, 4olxroes<arPTlox i NAIL xEL -'--" _. --..---_-- 9 ;pnpad Foaui<r qp 2. GENERAL CONTRACTOR TO RETAIN SURVEYOR TO SET OR VERIFY Ne DWte antl wll0d naccprtl2-vnlh taMe33b When sleet straps aro lappSao der the I„ or. sennxG NOTES .EXPOSURE CATAGORY __- DATUMSANDFINISHEDFLOORELEVATIONS bDitom plate,3 rKh square washes stlallbeusedwth Neanchorbalts Anchor boll TOP VLATE ro PER xn,U LOAD PATH SEE CONSTRUCTION AND WIND PATIICONNECTION i1 3. DRAINAGE AS REQUIRED BY HALL MEET THE REQUIREMENTS OF THE spat ng slo has antlszed In aeeortlaeme to lable32a In atltltlon to spacng. rov vu,Te x-tsa eamxox Foar TE:t xs 2D201MERNATIONALRESIDEMIAL BUILDING CODE AND NEW YORK anchor bolls are tobespaced bem¢en 6121nches lead lie en data sill Paris and all TOP PLATES orxra race �ROO�FOUNDATION11 - -DETAIL PAGE SLENERAL NOTEPAGE DEPARTMENT OF STATE M20NEW YORK RESIDENTIAL BUILDING CODE lxregsecno t8°CO SS u.. -NAILNGSCHEDULE__ SEE GENERAL NOTE PAGE Ns.oLo�,rTME.uov n°nrmxwmm AN 1 EGRESS _ mndmmAssxowuans8droaza%^^��O 208NGS MST REST BUILDING shag ro _ epee _ SEE FLOOR PLANS AND WINDOW SCHEDULE roazwxvanznnn xenwroavvxmrno�amm 4. ALL FOOTINGSMUSTRES DRAWINGS FOR ADDITIONAL MATERIAL SEE SL TYPEIE%TERIOR SHEAF a CONNECTIONS: --- Typelex[eripr shear wallswlhaminimum ol7li6lnrI,r,dmX I2-alpanelontheLE,1 61VO -t6°CO O.e._ f _NEL _ RREPROTECTION SYm'` .cmm:¢mrx.reuu ANY NEW SRAL ENGINEERS DRAWINGSBEING ATTACHED Wtachetl mlh Bd cominen nails al 6'o.c.al thepanel ehles antl t2'°.c.ln the field,and nenoea To - Fnce _(SMOKE6 CO2 DETERORf. .°s' SEE FLOOR PLANS Sd I a c¢mmox +a•o.c. _ 1.__. 5. ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE 112 inch gypwm wallboard an thainledor attached vnth cooler nails alTo.c.at petrel neaoea Axoxp e¢oea - '-"-"" --- STAMIN EMBURE TO BE INSTALLED WITH 95 flOBAR.MIN IB'LONG AT 12'O.C, os arld 10'oe.in the field shall be in accordance with the lea ih r TRUSS DESIGN aedtldd g mluimmenis speGlietl om x-tm ea sruo � MIN OTHEREDO TO I E'OE D.ALL VED SLABS ON FOR GRADE TO BE 40G In lablo315at. uo a-tsu c¢ crag xan - EVE RC.YCALCUTATIONf _ RESCHECK 6. CONCRETE O BEISENOIEATMIN'THICK ANDORGRAVEL 0P.LWI. bII.TVPE II EXTERIOR SMEARWALLCA)NNECTIONS: 1 _ _CONCRETETO BEPWflED AT LAIN 4'TNICK SAND OR GRAVEL FILLWITH TyTTI IIEXTI IIIIIllssbeil AILCem erIICTmenta of table 3.ISa-b limes Mo approDhme tall eomm GROUN�IP IND.L.SEISMIC .Into°.sna.lall.a WINTE ICESHIELD e ro, race NAIL a r.ox 4olar,¢Ax¢aorei,2- ou nee NorR t,z T 6%6 WIRE MESH REINFORCING.BLAB THICKNESS TO BE MIN AT6 THICK. Iengih eduslmenl factors In table 3.16. Exo 4orar oaoLoexrneL _1 -LOOT. _ -_ --. SNOEED DESIGN WEATHERING LINE TERMITE. DELAY OESIG UNOEflLAYME FLOOD ISAAC- RAE ]. ALL FILL TO BE COMPACTED TO 95%RELATIVE DENSITY AT 6'MAX LIFTS 8. CRAWL SPACES TO BE PROVIDED WITH MIN.24'X24'ACCE55OPENING. -- xEL - ATEGOR DEPTH TEMP. REQUIRED HAZAflDS430 Maln Sheaf Gree,porl.NY 11934 7),IMERIOR SHEARWALLCONNECTIONS: xEL __ _ __._T__ _ _ _ __UNCONDITIONED CRAWL SPACESTO HAVE 8XN" ST IRON Allowable s�dewall lengthsppdvideds,.aable3.14 shallbappeeemntedtobeincreasedwhan 4olnr oesextPn°x l DERATE SLIGLRT FOUNDATION VENTS FOR EVERY ISO SOFT OF MFA Inl..blhearnate"an,M.SEEntri Dand wnnecgwsahall be in=,,dome w!tA _._- ` Dn, avaelxG 2DI93D�B SEVERE 3FT. TO HEAVY MODEflAT� 11 NONE lJI�{r T.34]-216-6093 E.clay@isaac-eae.eom 10. DAMP PROOF EXTERIOROF FOUNDATION WITH BITUMINOUSCOATINGAS 3.5. 2A.42and 2.24 respectively. �I------ - - - -�-. .L.------ . REQUIRED BY 2020 NEW YORK RESIDENTIAL BUILDING CODE AND 2DIB anti TOP PLa __ -- INTERMATIONgL BUILDING CODE A6 MIL POLYETHYLENE FILM SHALL BE 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: wnR ow .........x APPUED TO THE BELOW GRADE PORTION OF EXTERIOR WALLS PRIORY Header and"ur tlerconneclions shot be vnN uplift wnneclions in attroedmen '�? AW-i°'gerne_ oo °fl1 ea cpmmox urex roe LdN table 3.`v.WlieMow sill It shallbehave Steel eonncolors rn accordance with lebla T ex¢ xEL BACKFILLING Pa es -----eacx ------ - OIL... ea eommax roe To 4o1a _ vxo Nau FRAMING NOTES 911CATHEDRALCEILING ASSEMBLY: --�--Se ---- npor exegixluogeoulxemexie Foq WINE LOADS --- -- Wome'aritlga latobepbduse Lora ecorke'dmaeam,he betamchll So nher be allelidarm OLOC1°N66 T°' a-tau evmmox earn I. ALL NEW TECHNIQUES SHALL MEETTHE AND10EMEMS OF THE anchored mllopol lM10 beam Or sbpe con Coanaahail be alle0g,de wlrafi 11 Noritlgc _°_°_PPE^_TE..._._..__ °T< SHEATHING LOCATION NAILSPL BOG NAILSPgCING ATIMERME01AiE 2020 NEW YORKflESIOEMIgL BUILDING CODE AN02018 alony Ne OpanwlFrg pad of the Wlklrg CDnnecuons to the ridge and walls Abe ba Laoeea arxry s taut °� •ce -----_- ____-_ AT PANEL BUPPOgiS IN THE PANEL FIEI;D x° a0ached wit rlteabova eequ remenls T¢aeam lsr l art ''PERIMETER EDGE ZONE 6d COMMON 0.. Bd C,ONMON@GOC 1 INTERNATIONAL BUILDING CODE. _ 2. STRLCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO.2. - - ------- ooraTox Len co qr u� IMERIORZONE ✓M COMMON@6'0.. Btl COMIACEJ@12'OC "" OR BETTER UNLESS OTHERWISE NOTEDONTHEPIANS INSULATION To eum _ Lw, x,e _-- _ INTERIOR -----'- -- ------------- eaxo 4als- _-- GABLE ENOWALLflAKE AND RAKE TRU M OMM 3 OR METAL FRAMING SHALL BE I8 GAUGE OR BETTER UNLESS x Bd COMMON r. BtlC COMMON ,L_.rnromrt OTHER WI SENOTEDONTHEPIANS 1. INSULATION TO MEET OR F_XCEED NYS ECCC 2020 ENERGY COOE202010C AND -Sr_ ---- - ALCOOE __-'- ----- -- THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 4. FLOORS,WALLS,CEILINGS AND RAFTERS TO BE SPACED AT i6 x PERMGTer�NTIL t, INCHES O.C.UNLESS NOTED 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED IN HERS RATING 5. UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2) 3, VAULTED CEILINGS INSULATED TO R45 OR GREATER --_ v r[ °-tsa-_- 1).ForrwfahTd,ingvhh!n4 heeled Ne Pedmelmadgaofthemot,Including 4 faH°n eacM1a!daollheroof peak, 2X10 a2.BTR.D000.FIRAEARING WALL HEADERS TO HAVE(2)JACK 4. ABOVE GRADE WALLS TO BE INSULATED TO F-32 OR GREATER _ Ore4 had perimeter edge zone a0achmenLs rer{uvetl shall be Used. gooF axeaTxlx¢. STUDS AND(2l FULL LENGTHSTUDS ON EACH SIDE OF ALL OPENINGS. 5. FOUNDATION WASLLBTO BE INSULATED TO R-10 OR GREATER lover oeac vm rTr xAn ______ LVL HER TO HAVE(3)JACK STUDS AND I2)FULL LENGTH STUDS 6. FRAMED FLOORS TO BE INSULATED TO R32 OR GREATER _________.__- _ _- -- 21.Tabulated l2fnch o.e nailspacirrg assumes sheathing attached t°m0ar/truss SrdminOmemben,v4th G4.49. ]. SLABS ON GRADET00E INUBLATEDTORfOONDEfl SLAB. FL framing membem with AAZ<GA 49,the hall spacing shall be redl-loGirches o.c. ON EACH SIDE WI OPENINGS BEARING WALL WINDOW O SILLS SHALL ALSOHAVEDE OF WINDOW SILL PLATES FOR W2%4WALL OPENINGS -aIFI-_...._.._.__ 3l.Tabu1.104arch O.c.Hallapadrg assumes shealNng to rafter/truss Naming members lh Ca0.49,For BETWEEN 4'1 AND 6'0 AND 2M WALL OPENINGS BETWEEN 5'11 AND 8.9. REQUIRED INSULATION AS FOLLOWS hSPdgmembers with D42<GC0A9,Iho Pall spacing shall be reduLetl is 3lnrnes o.O w .wv xm 1e nrr•muce an mvsmun n.w mxx¢n eluxc sxenTNlNa:_. •aor.rnr,omnaoxnlwmm�•Lorsm. PROVIDEFISEASHEADEINGWHE IN APPLICABLE. xnrL ---'----�- e+awumezvxnwummwL.c CEILINGS:4'SPgAVED CLOSED CELL CONTINUOUS INSULATION R6.5 h lotxio¢acalviloxl WWII 6. ALLFLUSHBEAMS,RSAND ANCHORS WHERE WITH HEAVYDUTY per Inch. GAL NECTIDJOISTSS AND ANCHORS WHERE APPLICABLE TO ALL WITH ALLS:T SPRAYED CLOSED x far hall m1T49 - WALL SHEAT__HING LSPACI REQUIREMENTS FOR 130 MPH WIND ZONE a ° vro,.c1:WALLS:CKWO0YEDCLDW FOR OTALONLKIUSE INSULATION 86.5 PER INCH, orvsum na r ¢¢e - CVJG NAIL SPACING AT IMERh1E0N E CONNECTING JOISTS. WITH ROOI(IYOOLfl15312'FOR TOTpLOF R34.5 waL.oano Ito•_. 1E. SHEATHING LOCATIO AT PANEL EDGES SUPPORTS IN THE PANEL FIE D NOTES ,t �i p Pt], DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOORS:3'SPRAYED CLOSED CELL COMMUOUSE INSULATION flB5 PER -'- _-"U THEPA --------- 445Z PGCOIIIC B$�! FLOOR JOIST AND BE VERIFIED RFIEDFOR PROPER LOAD TO C/ECERAPUNLESIC INCH.WITH ROCKWOOL R15$V7 FOR TOTALOF R34.5 wauexenrxlxD: __ 4'EOGEZONE beCOMMOIJ@6'0. Btl COIJMON@12°O.C. SEE GTE: a FL3(00TH FIELDS) NCTALIJED BIIALL BE VERIFIED FOR PROPER LOAD CAPACITY UNLESS TxnrL' ' _ NOTE 2FOft PAN EL RELD_ °452Great Pewnic Ba BW,LamE1,NYI1948 N1 PROONPLANS SLABS EXPANED POLYSTYRENE INSULATION FORR 2 4°1xr¢eacnreno,a� err _-FiOfl 2ZONE ed COM AON�'O.. --MMON@tTOC. j NOTE.3 - y_ _ SEE .. a. ]I,PROVIDE 2-t�314•iHIGK MICflOLAMS(HEIGM TO MATCH FLOOR _ PLUMBING NOTES aiqucruHA{ - - --- JOISTSI AROUND STAIRWELL AND'OROTHER ACCESS OPENINGS epxepa uc¢mmox q9 's NOTES I All aW...pply.dre'mgesoll-ling lobe Installed pe 202ONYSRBC8201tl UNLESS OTHERWISE NOTED CGING IN FLOOR ). RV,amJ^hall meet Sudolk Courtly Hwilh De a¢e.cote U.For wet shevhlrg v.Nhin 4leel°I11i°wnre,s,the 4lGot edge zone a;tazh am IR 02 9. PROVIDE BLOCKINGIBgID01NG IN FLOOR JOISTS AT B'O O.C..USE SOLID panmen[regWremenlsaz stated on 1eue BLOCKING IN FLOOR JOISTS UNDER ALL BEARING WALLS, septic permit __-___ __ -____ ,Ref.¢ quiremenls shall be used seU.'ssyuw,c: wta•osa ommox vLrwopo 1 a•o,e 1 0. PROVIDE INSULATION BAFFLER AT EAYE VENTS BETWEEN RAFTERS. 2. VertysepOc ryslem v4lh the Engineer for But101k Cwniy Health Ospadmenl eresuu o,e.e¢ee 2).TabWaled l2 inch oc.nail spacing xswmes sheathing attached t-hKI framing ___-_ INSTALL GRAFT BLOCKING AS NEEDED, appreval. wurnoaa¢ 9d eO0LEp8 to^o.e.Re. members with Ga0.49.For lraminp membere whn 0.42<Gc,the emit spaGrgs Shall has 11. UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO H0.VEp 3. 3).Il vent sNds,plates orjolsls are cut out duties msdilatipn lO,any plumN'g related -- ---_"--- n:tluw"I"lik1ee.-I. MINIMUM IZNICK,4-PLY FIR COX EXTERIOR SHEATHING GRADE w°'k,pmvid°OlS,,ste bmcblg And plates to protect and waure fM10 alEMure.Verily oar eA _ _ 3).For erferi0r panel siding,paNlnizetl box nails shallbeparmlltetl lobesubstituted for PLYWOOD.PLYWOOD TO COVER OVER PIATESANO HEADERS. with throat,ence and neanmaclwe'seecammandati°n to,maximum hale six°and ¢ox wnm°n twits. S�yCOgq 4clxr Deacglen HP1L N°l 1 12. UNLESS OTHERWISE NOTED USE 3M'THICK TBG PIS FIR OR spacing pRmilled _q_n, svncrxo 4),PROVIDE S/8'TYPE-XSHEEiflOOKFIRE STOPPING AT IO'OMA%IMUM DISTANCES FOR NON ACCESSIBLE AREAS. S r ADVANTECH PLYWOOD SUBFLOOR ADHERED WIN PL41)O ADHESIVE ereucruw.L vaxeu ea commox°^O'C' °OE E 5).USE SIMPEON HANGEflS AND ANCHOflS WITH Z MA.TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACO.-__-__ -.._.__. - t•oR Less tro.c.vrezq :a AND SCREWED TO FLOOR JOISTS.FINISHED FLOOR TO BE INSTALLED HVAC SYSTEM NOTES -J-- ""'-- 6).INSTALL.-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER 20201BG OVER SUBFLOORAS PER MANUFACTURES INSTRUCTIONS. f.Mecn 'il subconiTactpr5 responses!,I dhearin i II I NOTES, 13. ALLBATHROOMWALLSTOHAVES''B'THICKMOISTURE-RESISTAM I °1C ponsi!eora goaappiraWecotlesantlsalely iycr:u cOenFrwlvrnxrecammm¢ucnrtinucnrN EIBEBLOCKING NOTES SHEETROCK. rgvhemer%s, t).mUaO..gnxememe n.ee....on won.n•.twna wr•e a-oncam••At - --'-• act+ O 14. 1 Hfl FIRE RATED ASSEMBLYS TO HAVE ONE LAYER OF 5/6'TYPEX 2).HVAC SUbcanhacdr is d hlty coordinate all system data and emalmenl5 with the NNcs�F�pNEREETAUTorr OFTESArdleDORAFroPEn'wOS IDOixvEBrlCUNuO uoq¢oxTAU nuoro FOFNEVJ4 SHEET HOCK AND TO MEET ANSVUL 20 AND UL DESIGN NO,U419 equipment"plier. 9ETwEEry srom85,u+oesiwEEry AraP 6TORYANDIXEflCOFSPACE 15, 2 HR FIRE RATED ASSEMBLYS TO HAVE TWO LAYERS OF y8'TYPEX 3).HVAC subconirenorto Merrillhealsyslem layout drawing/shop drawirgs and submit it To eta dal�lzq°.vlre�natro•oxweror.,wcnp..n..ro oma,°tar eewro ESLLODxTIir+c sxnue[PRovmioeO iuxwODD ogAhwmrvs5qucrnuwrxE FOuovnuO LoEACO .hane•eou iinR COxCEUE05P IDES OFSTLOw grrtnN,rvcwplrvO FURREOSPACEa,Ar TxEDRwe nNORODR LEVELS.SHEET LLROOF CAND DTOSHE MEETANTHINGT BE ALLED DESIGN AN WAI the General CanlramoraM ovnrerlO,lirlal reri9w On I. tar all earn. __-^___ES: ppreva Y°° BA KE SO UT4AER rORGU E FIIIS5 LUALa EFNEBLOGNEOATeAERUPLSNOT$TC IeID dMIAMLT 0 16. ALLRD,HENRDSHE SKIN EQUWITIJICE AND WATEfl ----'--- --"- z..bar .11.etEas i•wnuvu 1.1m a..I P.le m•mec..,meroe„r�roa .177 'ofS Unu,ogcuss FwER sx4LLeE AnOwEDAgrRE,uOclwnrvwAus PAxarxlxraousv+c vngwLLEL Rows SHIELD,HENRY BLUE SKIN OR APPROVED EQUAL ELECTflICAL NOTES: anme••wnnm aeau e°vxmrmame¢.•a•cm t•t•tsa tan pn.re•t oESTrds oR srAODFREOsruns 1,Ail eiecbical labeinstated as 21120 NVS flBC8201B IBC/ -- zlnT/ai N�EgwnxPdinr,a BETwEExcoucEAL.vEmnALArvOIwxuMiAl svacEssucx ns rECcugnr soFF'115.egov Oar: �b 18. ALL FIAT ROOFS ATO ND WOOD APPLIED WINEPDM CONCRETE MATERIALS ) Der n I8. ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE 2).All elecidwl cork chat beappmvetl by.qualilled Wderw,iter. 3).rv�eleaALEEDSP US 1-11 NsiN vs all oegrmnT-TOP MO SmrTa OF Txrn Los.wncss Er PRESSURE TREATED.SILL PLATES TO BE INSTALLED WITH FOAM BILL a).larm 11 Sells tl¢.,S and Carbon Monoxide learedramleagh..as required xs L a L w uX0 rna..q tor: - NRFWMBU6ri0rv. ASSnOe OFFWaEMn p GASKETS AND COP R-TEX TERMITE SHIELD OR APPROVED EQUAL by ahem TAAT ovE Dvm,rS PIIFsu+O ouc�rs ATcsuru1,WDFL-FLEVR,TOngsmiixFFPFFP GENERAL NOTES N.Y.S.geSidemial Cpnslmchon Cotle. sl.nFcani4ervoED PRE BIrNSKIND VRODIaTe toss elan-Fal/ED EWU TOPIEEIASIN E-811 AIL 1am1 Draety Nu: �1 � J/NERALNOTESI _-.-.__-_ ____-.-____ ._._._ _.____-_- NOTES GENERALNOTES' DRAWING ISSUE TArE ro GAN-GETVARCMTEcroia.r DiscREINUB-56ETwEE11aAwxl i—ovL1—sue :. DAxcE_MI MSIA106' EW REDMaENEIS FOR - --__ U III L oERnLR +lEOwl�OMLSxuxvARoswsnTUTEIMDAu NER"Pu'a'L cones -- EIG'°rinx'aue"usHiDe DMus of c`vonEDeiu uTorvsµw mccoNTRAOT DOcumExrs a ---- EpUBDUEBUILDIS roROFAIOLERIALBDSTEOURVNt -------— 0 �[B aEON0. E,"AT"EMnEHT,GRSIllxGOe.LotlON AxOIEGALDISvoSALoi wAIERNlSA50.E0UwED 0v E_ _ rPNAIE.IOCAL Ar10 BE R E NRI50D rox3 6 .. COnmACTOasOF—PEUMITIOIETGxo BITNlGNecEssARrsrElasPEerloxsrocoxvwNTxE E%TENENro --- OFINEOE NABLEGLK—EEC CONERACTO711N.1S "'—"-- Cl[AN,SAFE PIIOlECT SITEATALLIWEG. ---- DUGf�xTRO 6xALL'EIVPLENEIGTTFD OVawG OEVOInDN .. _ 6 u RFV Al VRxO0wSAxoomR _ B REVOVE ALLE%TER4]R FtasxES. e. REOOxVEAL OPRo nDASxo,weluOxOALI NCxMu.ELEcraAa,.P0O0VWne YxAG I./E%EVE9 LRLTLUME55 ORIABE 61E1E1 I4 R.15R s, L FOR DIE OENoIIOry OFSEIECTCETLxci FURRING sPsaDFnsn:xRS Dtt _ _ - - ••.. :. IG''4. - _f.2.—--DR AWING-REVISIONS II. x E.INA gOWFE"1�E —0 0 � i uNG DATEFBEGBENSUGNT Tl. aEEPO NT QNElURB EYPORA0.Y6x0amGI0R THE PARNLOENDLBWNOF �\ H uLv ofwNBES TOOEREx RELOCATIONaEUSE / DEMOLITION GENERAL NOTES DEMOLITION LEGEND: ixOoEl� I --- OE lNG O MEUNG EGGER10R WU I TO RENUR ,6ELINFAR FEET a:I,OVEo.ttr. J 11101 ,ALLTOBE 464xxEABFEET > "J E,uG,xGE% , F D xGrvE _--------- N.r _ o E%="GG�6TDRENrvry ,.4F46DFT — ._ \-__ oE%�xG 6TGEERENaE wGRr=-------. __ 1 SAAC-RAE - \ / 43D Wh SIEOET GNNBpolL NY T4934 yl // I T.34T-]T6,5003 E.cby(Tisaac GE, C DEMOLITIONLEGEND_ iFx \__. I \ TIN—FLa1 10.BEGYEttP I 1-� 1 I. .—.EBE _ \ RlBGNO�M0UGTlgG, N., �� .�. �.�' IN TO_R TO ­NGSUINTOBEHE POnDiwry OF SOIL roe aEMDVEU - LIDVE — \�\ - - -� _ --- -- ---- rn r I'ID„`D„'".Vi,, n T.P 4452 Peconic Bay \ - 4452 Great POcoNo Bay BNd,Laurel,NY 1194E EwG seaysy�auc 'I Q 0 / tEpCDARO 6n j - NF REL w ttP GFGOBUI1DaEG�NN Dpk DDE I O O O Q .. �. DEMOLITION PLAN-BASEMENT OUTTLINE ?, r ./ram■�� /`y�_�/l i DEMO DIAGRAM—EOUN,DATION OEMOLISIONPIAN-BASEMENT NOTES GENERAL NOTES' DRAWING ISSUE 1 iHnEiova mscaiv<Nces pNsulO NoiKYRRonn v RE,wEEx oanwxl _ID DATE __ 155UEO FOR —_ ] N. SnFFfY R[auwEMR+iS FOR o rjvuOtiU[o Bv,HB AMeArnr+ milos,Ax]waoa it✓sµiliuTEl ulO N.L OTxERAvvucgeLE cops I CONniMCLroRSµFLDBE PESaO 9�BC[O+IiooTNxlxO xE[sSMTSCIE wSVE—ST000EviwMTHEE%Exr MIO T 0OO.11ONMA111*11"E OEMOL CwLWvw+, RNG EMOIiIR NTALLnMEGNI 0 AND 11 0 _ eRE It, sHOWx ocSF EO.vMIVmne uLMEel4wlpnE.ELEeia¢u.nxOvwtneix0 / --"'— ,¢ Elm]esoosvLE FOR T.Eointotnlox.1 I30EIT-LIxts.FURN.N111I'll RNG fl—NE. /osl.-u—EF DRAWING REVISIONS u / CHOOaoNO 'ON wOnT eeISOENOIRWNWBH6 FUETFD0.TI Tovmlt�G T[Nrona,If6.1 OFI niv.�iwEeEI F;3 R NI�GF STRU t+ DEMOLITION GENERAL NOTES nctaOni oxtN[uSE / I %I% \EqQ\ I 6 — / enmNOGM IenERIOR FIxISHEs RE A=1,EuPLPUN-G III To DEMOLITION LEGEND: / s rr NA-1 xISEN,Yv I •I'" ------- - wAL E :I �.�E TwG waLL,o REunw m,EwEa]REEi / NEEmvE Exa FKMCEl.ir�� I i I `"u-`RN snNa waLL1G BE R.— 56 LINEAR FEET / I I L.«oRwxxmm �GGEaIGNTGNELNN EG 1u,GGFT oGHF MxG,pK NEMaYEM G E]GpFT ISAAC-RAE 430 Main SHeet GRFFnp II,NV 119U r urn xGFOn Eus,mG FwoR to sr �� — ------ 7 H ns x I T.347.2768093E Way@w..rae.com / W I IL I ✓r \ b II MO E _ `` OOR DEMOLITION LEGEND-FIRST FLOOR / I i�.` -oE v I REMove Eals ISIAIN I 4' L ` •{ , `l L NE e tJ ARDH Now E a :�IEaba RR I. -- I 1TOR Tm r _O.R NAULI TO RE > \ \k f -- EN GWA TG 4452 Peconic Bay F1u sT1 EOyVLLTO W N AREa OFExrERMo ORwuLle[O - a eF 4452 Great Peconic Bay GIVE,laurel,NV 11948 RE REMau REMGVEENsl xGm,cHFxnvRl.aNces -4n�I.iorEREI8 to RD,vs! ___._.____._. —1- — NO.—ro � - - — _ / e 2 chio suS -L� 1 R I — s •\ pk � KxceRO / 10.1 EKb HFAM xG,ttP EMOVU OF \\ / vats n cREvucu MR II ENI Rs Nuc]uNaL / DEMO11510N PLAN-FIRST FLOOR e III I , \--�—MEn OFFMEfi OR WaDI / REVI5E0_� ®�®Y� •� t — avtirz0]R v DEM OD-0GR PEWVN �AM GROUND FLOOR DEMOLITION PLAN FIRST FLOOR NOTES GENERAL ROOF DEMOLITION NOTES' DRAWING ISSUE - moxlxumnGsueewr ,o�s�rovY )rll uvainrwiCici oFA.ws o;�sexevnis _xmacioauOSlvEam• AN i0 on )— rSsuFD ioR� —� 3 009 xawG i. EN Oa/.WNI SPEC6 rV II 3 uFNEMENpisr'rFOxaGtM01R 1 N T lR;AxDA1=R aEGUWOIS Ai AUNiux TOmC uwxsw,R:w RAti c G ` EZM. PwB 5 aG�)PAYILF GREGMREa G x � xciroi.Ga xiocoRO`iam�`EUFxiEoi°x'eoue"au;wu avwa,�c,•ettsi:xE cov'm1OAc, --- ----- Erts v o O GI AA'x RO,—N s1C.OURwG OEMONRON. CmxEs \ 1 _\\ SING OOvnsPµuT rEoo pEouxosuuxrs Aawno Eou vuCrvi. \ \ \ DRAWING REVISIONS RI NOR;nc cow ME I:'� \,' / 03 oauyctclttoxs' CjROOFOEMOLONGENEMLNOTEB EsiaucuaE \ \\ \ \ — W 11 EDEMOLITION LEGEND 10 ExsnacE uxca,a si ro eE axraovEo mswxr C=G >?- --- OEx�GiwG�Fx><,G�GIGriGRE.Aw ,3.xsorr j \. �\ aER,aYE -ixG x i \ E),-Foo ODEREnIGr R — NEraa x„GG �\\DEMOLITION LEGEND ROOF ASGOCITE-11SOGC T=—"Z___ - L__ __ I 1 I ooe� RG�P,GeE ISAAC RA R xG�G DEMO DIAGRAM ROOF I \ I T.341a2]Sb093 EeclaY&iaec-rae wm i vRESERv[EwsnxocE unOlO ST' - ---cx sr n0 aoov Flx srvss ANO 3 __ ' '! Ra„u,alooe RExovaG «ie= " -- .—_.._ � ` I ./\.li•Y I Aavrx�uaR..oa ,I ��\-» w ucE uxsrio eEREuovEO-- _ .I I 1 I E-11 Ell-OR F11111G \.. IS RE— r.T I Y.>&RnPoss eDF.s�`Ee'oa°oV '�I--___._snEATlIRCREffEEw -1. - --- ------- -- ---- '--- '� e i.i rlxaR rG e ReuovFdx J.il-1 uaE wrci I :R�n.,wswom�`oaFl�v"'•pw...c E' A LwGGGaEeRPa,NGe ERERETAxEo canTwc%RTo wsyscrAxoaErcRr rcuvcxnEcr varoR ro I -r J GROUNDFL _ 1 REuovuoxREnAtEreeNrar OEcxsmucmaAt leeueeas I I v1Opd 4452 Peconic Bay --——————————————————— �1 M52 Great PewnicB Y6vtl Laxrel NY 11B48 r I \ .1 IR4)2 __T=COR asNEswrx Floox lo,roa Ewexwc I \I 1 ' ' se —1G a um1EIT T - .-�� 1'^ / Ad PEnonov C. II i.: - --- { II II I Ex aETaaNEry RGGRNs .—C OE a%E10111.MT mr AFDF NeA°�Ex ro"AEwwn--I - -_ TG _.- onrou°LvecrAxoaE C. . _..--\. - REm aIrFDEC RUC—L n BASEMEN1116. 1 V ;_I {lames{ rrzw n' uyl, ,• � / 'rT�I i� DEMOLITION PLAN-ROOF ---- ----EXISTING WALL SECTION DEM1IO i' `•�`�••• ^ --� - � - J }}DIAGRAM DEMOLITION PIAN=ROOF or. ®_0 NOTES DRAWING ISSUE 111—I ill=III III I_Ir-III III 1 1=11I!I =11 Illl III IIII III=1! II! I!;I_ II!-.!11=III II!=111 o III-III IIII III=1 I III= 1 III I'_ III -III I III I I -III 1111 III-11' ! I_' !It=111 11=II Ill ! I !11= --- l�II I!I III-II III=III III IIY_IIII III -III III I-�_III .III II_=111 L 111-=11 t III. 11 111 141-III III II=III III I!I-'II=11 %-I__ A f II III II 'II IIL=II III III-III II' III=111 III =III 'III III=II III III III III III III IIh:III 111--III III;'III_I11- -- l�l - III III-I I�I III III I ! =1 = !ri 1=1I I11=111=1I CA�• - �i I I!Y111=frtl 71t-11 I =111 Iti Yl=tit Ali I.'- - - - '•t - DRAWING REVISIONS snrec3< DPr"oEc`RUR.Plull.rvs !III.. II II IIII II II III II: III Ill III III II III ' t ' III III III=1 !! I1 III =11 III I I1^li' III' ��11-II1 ! I I II II II III III�� III II III III III�. II-IIIIII III III Ii � Ir' !�! IIII-IIl Illclll-1 III IIIIII i! !I-11! III I: I � L II nt 'II III= � I-- - II;_III ! -III III II_III LI III III !'I II-III !!! III. -III III n1 1 II /3 IIIII_-1 111- III III_li 111 II IIr III II! I'' II I III I)-ul ,. IxaVWTLox To DENT OR encee.NY.ECce 2A. b '3+' _ exaR..[DBE _ 11 'I III : I I I -III III III x 1-i II I I II! L-II LLBio =III III I I-=III u i 11=a I'I-11-L-I I l i_I III 1! !f - QGRAft 3 ,Na.LAT�.xT...,..wa.e[,n[ATL.xaAa°DTL�Na 1 III-II III- xNeR•aRATIN. III III-111 I� !II �, 111_III III=III I'-ill II Ii1`` II C III III 111-III:-11 . 41 -III III II!-_ Il 111 III=III III II_III III II'.=III II 11 t 11 III 1�1-111 ill= ]. YADLTE.[Ax:x.a,xaGLATeBT.RAa.R.RP.TeR Aa..e[xA. '°°°'"'""`°T"' III l l l=III III III=a H .III! III -III III III I; =11' I I 111=11'=11.ReA,eR ii �a�iERToxwua.elNaBATe.,.Ra3.„.„ 11111 IIIII PHI 111111_ 111111111f11' ! 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ECG PROPOSED PLw4DrvGPR DRE SEE a xE..LE I I III III III I 5 wNY M1� �w a,PROPDa=D ILENEMLAAAr =III J, I_IT I I-III III= P"=� PR.PBSEDa]Afl __ _ __ IJ1=ILL 1I 11=III= PRDPDaE°r«BBE[NNB EJ II III-III Ill Tr`111 -III f_lr1 r l=III I I �1=III 111�= 4452 Peconic Bay .P".P.aED[B eR„„. -rA I I III -III I I I f l l l III _I I I 1=I I I I=III III III=III_I I 4452 Great P,COAk Bay BNJ.La.,.I.NY 1194E .PDaEGa.,DGN, II=III III I!= III III. II II-III_Il,f I-II I III-III 11= RGP.aE.RGGP DDT.N ( III=1I1= III III III 11 III ! III =11 f III _• l=1I III 11=III=1_I IR- sxLEPpNP«PwoP,[„E.roROGP.R xs e I II III I!11 1' III II!=III -11f III=III II' II Illlj I=III I 11'=1 III= R02 II 11= III=I 1 �I I III III ! III III III III III III III=11 a =11I III 111= yaxy� I III III 1I III 'II=II! III =III !II II III II III' III 11 III III III= Ili III=III-1 II III III III Ih II I'I III III II-111I II=IIIIII III-III I ,.RGGPDRANL"x,WGPER FLIT R«PaPAN a 1«P[NER„Arv0 ,a PRDP.a.DL«ATGN..PLD°BrvDyENT PRDPGaEDLEAD.,E.DDPEN.GPaDGPPER _ j1dL I11-III I III IIIIII II =III III III-I I II III i t I I I_I I I 11 F/ p_- _ _ � -�1.-1 11 11 ;!1 ° 1 I -III �1L J .=TP t _� 1=11� 1 T II I=I I I__I tEReOARG� PROPOSED PLAN LEGEND: v F--_ 1 1'}m, 1_=TI 11 IIII 1 1=�— 11 IIIIIII. I. II. III JI III II L=III III=11 II II III III III=III III-III II 1I1--III �I II_III III I�1=III IIIIi_I-1Ii III-1I1=11 O Pfl.POGEDWALL III III III III= ' ill I =! III- = .=' III I.. -III-.1 11. III J. 111=III 111--I = 11-1 I1 111=III- 1 GA I I I I=III I I.I I I -III III I I H.I I I I I II I I I I I I I I--1 l I-III '!1 II I=1I1 111 111=1I l I I I-1I1=1I I I I I I'1=Ii__111=111 {t �E,ssNGWALLTORPNNN I! III=-i11! 11�11!=11 111' 11---11 IIII IL_II III..-II!=lI1 1I1 _1II-i11 I=111 1ir111=111 11 Ii=iI lI1 111T!I! 111 §11 $1 1Ii-_ull r yo 11, 11IN I !! I I 1! I11 -11 I I 111=1I1 1I1 111=111 -1 I I I=11I II.-111=111 1 I 1=11 111 l 11=1I1 111,-11I=1II 11!-11!=11 FOFNE� x°PRDP.aep .PE I, 1'1=11 1 I I�!1=11 1 1.1=1 I! 1 ! I�I I l I I I I I I I I 111 III-I I 1 1 I 1-1 11 1 I 1 1 I-III 11 I 1 I 1=1;1 1 I! 1 I 1 r.11! 11 I I I I =I I l-l_1 I I='I I- 1I I=1 =1 I-1 III I li=11 I I 1 I=1 I I 11 1I I-_I I '11 C-111_� T-11 Id 1 11=1I I _. I_I= =' L�Sy PRDPGaEDADDTOM 1 III III 11 111..I III III-_ I' 11 11° III J =1° l =1b1 IIL-III- L .III a l rlll=l II -111 II III 1=11 71 I1b-11 III-1 1' 1= -I ICI III I11-1 III III-111 L I-'l l l 111I_I 1=1I1=1 1-III-1I I III-'I1= p.e -�OpRNe°`E'"w°"°"a` II 11 =i11 III III= I II 11-11-III IIL-III I1 11'=III 111 1;1=I'! 'II I!1= III II'='II IIIIII=III III 111 :111 II III=III 1�1111� I ! =III L III I'-III III ICI u l III I I-I I t-I I-III III III-11 III 111 III I ITI =I I I' I cl PROPOSED PLANS-BASEMENT EEIaTm.°.AaecaxDEL.oR ISSIT II II 11 Ilil -11 11 III-II 11-11-^!II I I.=III 11 lfl=l! 1 E--+11 11 111=111 111 111=111 111 'IItJ l 11 111-111 11--111 PRDP.aeD.PAaec.x,BOR11,a.Pr III III=11 II II II II -III 'II III III II_I III lil=1H II II'I=11 III IIL-'I II,11_I=III IVI-Ihh=III I'I III-III-II If=1 1 111 -11 L l-1 1 11=111 III-111 111 11_!j1=111 1!-III 11 III=11 III 11-_I h 11=I I l 111- I I'=1 11 „;---- --- - o III III Ili II II- Uf -Lea II -I!� II I -,ICI Ill- III -lil ..- I`II 'III—I II' II—IlCfll-1 —Ili}-In—lu r)PROPOSED BASEMENT -100.00 NOTES DRAWING ISSUE DEEDED F0-FF— •' 2.9Js 4 6 67 7 8 sp - --- � (5 -ci -- — C� C� �C — T--- l I i t I j' "r a 9 �' I r—DxE�ReDP,�DYE I I jr—, ' ,' 1 _ - ------- --°- ------- -- - --P-1-------------i i IDRAWING REVISIONS NO a �evmxf _ eeTDaex[e° ae[D[EDRD I ILwEOiRDO—OVE a ,xauunOx TO PD[tow aP[[,Pec ilvxsu ouiux[o /n I ^ `� ` fF0 RE E OE ROON I m ! 40-__ __ 6 —I ,i------;"=— � I -- --- d ewxusiomlNsuureo ro aoR oa DREaTea PaxNEDPLD • DaEa,ea _ ,. „xe,BxDa.DErBDeINDauTeDTBR.,DDHDea B. -- aE[DRENEeINae.rlBNaaPeEDw4 WWH _ W ISAAC—RAE nxeLT I e ED a,EINDa,.•aPR.,eD[[oaeD[EE[ �Nr,xeeea INBD.W°a s aacxwooCua o-frs•Ix„a,.,o,a4e / - •`v DE vo°a F 4JO Main StreetGm°npvrl,NY 11934 wxua, \ yI 1 i T T.3a7-276S09J E.tla R4.a Px.min. y I aPaxYeD[EDEED[Ew[BR„NDBD4e o I J I� YQlaaaomE 0 wa T T L FB a vea lxcx.wwx aocxwooE afsa,rr I PDnTBT.[DPa,..a - >_.ParED[ED.ee[Eu[DxwnDDBDE -- • [I[WWHae[Hwee[a,,,,rs• ///���qqq � auosrveaueD POETETYrtENl INSUMwON sow afa /--•. Ip • .°O.[rERxxre a•-.,r\`\ G �� - �. � tf Ix[neaswG THE NEW Dasexen,PLOOR DEPTH er f Pr a o. __e � I Y. NR 1 A,SETA Id b�. wmTeaoi Pm,.Bxsea,EHr,De auae ecaesswlHOow 1 C MI O<p.o.I f .DxrPx[xDen.�wx. y uuOROONI I' '6 DW R w e r =— D CONSTRUCTION NOTES' - / - v GREEaww — \ _ v �a PR"I PROPOSE— oPOSEDW SEC.- '4J yex O � �1 -MSEUv =rD Eww 9 : ,,• �---- -�u� , P, oR. PaDPD5ED6,NR ;' — � - ---- 1 J •--- -- _--_-------- 4452 Peconic Bay RNE ..'.o l ; r 4462 Gleal PeceN<BDY BIVG,Laurel,NY 1194E+o PROPosev ue,a u+c x'T.LL --- -P---- „PRBPDaFDaRYLwH, I'f It,- i� .W POD, Rvvc nvpnvv a"" it —_— ` L E�!__— I-�II R [Evora RaaPWC P j� 1!1 IRO] w w xwPxePER -- r, I�F. —I—I-E E a ( I a w HEDroReDPDrt.wa b ,.RGD F,.TRBBPaPaH IE ROo.DYERxnxG -� , I xOEu tr PRDPBSEDLE.D[D.TOCGOPERCOFECI-1IRr ' _ �L ate__T y.�4PE0ARCy PROPOSED PLAN LEGEND' XXX!l` �-TaJ I O ! /q� ! 0I !-• - -� ��� �(i 4 .*02 n O PROPOSED WALL ENSI.vc WxuroREUNx I \/ '1 Y ! I ° J_'ry PRGPasFDswvE ! II ! i!6_,.r —E-1s11 RRECEs�se ur°u4n rG, P � rn 16 UN o �,wGnaus_ / D� ��EGFneH'�° �: —r--1.—� I "i�l I I I 7 oso" ! PROPOSED P AN-FIRST FLOOR PRDPDaEDGPA SECOND ProDR 66)OPT , , EMERIO�ECFSSEU STNR LIDIT ttP / pan eNo Piz�}v+ /e 1E'� C /(�� '//'III A `A' "' �•I Cansiruc4on Notes_ _ nPR0POSED FIRST FLOOR PLAN Q,,,p- n Q I a©' e �� � 11 YY 0 NOTES �- DRAWING ISSUE 1\ 21 lz9(3 4� 5 0 6.7 7 a) r : - - -_ I I � DRAWING REVISIONS I I a BENtl�,AxE�, / -1_ I EpmnEu,R BELOW i,-�➢ i \I \ B. s ow epee,nuwon..s Ou,uxeO /n 1 . W.L.,T..elx.tlL.,e.TBR,BER �'�� ;• '\ _\ , \� — =EE EREBBLE.,. —_-_ .aNn.,wtln A. .Re.,ex wEaEB aWx R.Ne..LtltlR.,tleelx.tl.,eP oRaeER x BR.PEra..,R..L.,EE,tlR..EBnP.R (8�-- — ;, �— \�,�. LB RewnenePrnBtl.,rtln...B.Bw. ISAAC—RAE wrtn / � \ \ cs• I� �` 430 Mam Street Grwnpon.NY,193. T.34T-27MO93 E.clay@is—,B,— C 'Loll"11D \r .pP�:.E•xr<P„ .n.w,,nRw aLA,�Bn.tlR� we Z12x va..anvzne neu Bill OAj o^u*,_E,OA,A..n.x,noc.OE.,n.Y,., / \ \•" I B \\�.,. \ \•"\\ \\\ \.-\\\r�\\ \I BE ALT, CONSTRUCTION NOTES L) ... \ I—RwpreRRAf ow b \ E C-01 PROPOSED WUL ` FAIOR iREws pBOVEI WxwW1--WALL L,xEop„B�a tiW!-- Erirs woe y .Epoow PRopos-o aBNa:xB Enn,RE sEE scR�oBLE � 41 , i ay pBBpBaPBWwaBEtlxRa ._ _ _ 4452 Pecon c B .ppB�aEB�eLERN.�c,uL Y 4452 Great Pemnc IvJ.Le 119A8 „pROpOSEo sxrucni -" '� I ��� Da S Bret NY U5,410E BEY-14 OIO2tl „pRtlPoaLaLa,A,:BnoEpLB.,a:x.YEM II pBN�.,Rtlep E BELOW ,,PatlPoawLE.aetl..EtltlwPExwPaeBpPEx _. '_ _..__ -- ___-.-__—__.1— _ 11-._.• � (ate PROPOSED PLAN LEGEND O PROpO5E0 WNL I i I E.BM.wuL,o REnwx III_ I 11 I / O�fOF NE'Ri t .PROPOSE➢SCOPE �, PROPOSEa PDgiION I I I i t 1 I , I L�J OBRalE OF DCs,WG HVJEE I I �- PROPOSED PLAN-SECOND FLOOR paovoseBaE.aeeoxB.wox g ��C,1OxMan se=WP.1c.4llE10 enB NxaOlpeLsw — y 0NDFLOORPIANI_ ®C.®®OE --- A?t NOTES DRAWING ISSUE �— �- ISSDEo rDP "w/ DRAWING REVISIONS N0. MiE PFYLSION �DPexD�DxraeDcca�D b -- Dw..eelPl4wDNa.aD��NeD 1 p -- . ewu4ro De lxs0uren i0Paa 0P I — I I - —_- AN A. 4 wxw TO ee�xBuuTe0 roP t0 aP ____ — a DParDDDIxaD4reDrDP.aaDP �— I ° Mx ° — PeDDwexealxaD4wDNa F—INa ISAAC- RAE 130 Maln SDDet G—ncvq,NY f 1834 cx.wwN POcl,w0aC q+a 0+rs- �I I —__ c„f � T.3072?6.6093 E.GaY@isaac rae.rom Dx.wwxPDaxwDDEP„>_,�. I '� I I I I I I` p °`"`�NPnPd' • s4eaa rxvpxe0 votrsrreexe wewnON qOP Pta pJ01 I 1 I I I I � • I t II I oy:a N.xewa.ae FULL 11PIU nDaoaEw ow :uIYI• .n —��qC�m — — - — —L=o— °� CONSTRUCTION NOTES: .17 OPOSE0 Ww0SEEF Wd,C L --1— —i—- —'--- �\-�D.21 PuewuP awrrwxeanenunec Pna'OSEUPINABVM WOfIXMi[5[F�9G OS �1[DNF —Gln_ — •`../D,PROPEDSMIEIYNX Dom— — de PRMSCDSMH �`___ _ __ _ - - - --- ,--___ ---' _ ------- gay 08 PH—EDW0000ECKM -J C 0 ,t A Iv PPOPossD 4ceu:qN uvc va•iva - '- -_ _�- -, yY Groal PacOnro Y tl,fa ,N'/1f948 econlc „PPowacoEPYwNi ', I r — c.sPgoPoscoPoorNDugwn \_c,a Ir n IR-02 ENN EPDD PooPwo PxcgEoioPDOPowxs - — --O1a ---- I II,.P4DPDPaNNww,DPEPDAiPDDPaPdx I e mr OYEPxuq P.— P �� ' P PROPOSED PLAN LEGEND OPP— _ - Q xO PPOP6E05roPE 1 i L�J unwEUP erwieK xausE I �i x,w�o —_LIC/OPOSEDDEJ 6rP,Ps PROPOSED yam. cUSTwa4Pp AMCO PCo08 ` to YY _ '�� /Y PROPOSED PLAN-HOOF p PPOPOs[DOPp6ECOx0 rt00P O�oxvq N'a'. 'aOPOSOD ROOF_PI-AN _-.,.,_- A_1 03 e®® Ccgc{PwiIOn NOIes - -_ ll�� NOTES DRAWING ISSUE 6. / L ---- - --- i7 --=/��.�i a-- I I I DRAWING REVISIONS — --- ---- ,o- 1 I I I I I -,�— --- I — L II , I A' S AC- RAE 43034]27"093 E Maln Slreel Grcor,pon,NY 11934 T— —' •,. "� ,. I' il �, '. � I 'I .cIaYC^>isaacrae.cam Am,� III T _ — — o-- —4- o -�2 -� b -I-- --�- -----I;-- .' ---- ---- --- / J. b �E I- __- - ---- ----- --- I I I _ 4452 Peconlc Bay 4452 Grual Peconlc Bay BWe,Laurel,NY 11949 — — / RCP 6 ELECTRICAL LEGEND _ EOFNENtO .,.,.�.-�• 1 I 1 1 I 1 I m PROPOSED flDP-BASEMENT C)PLPL1G0 ND �;:PROPOSOOBASEMENT RCP-,- (a —1 ®.®® NOTES DRAWING ISSUE ),(3 -.2 -5- I I Y— I-R a DRAWING REVISIONS PECESSEDEn UUM I - —-- -—-—-— — '6 ISAAC-RAE Fl 430 Main SI—I Glell;xn,NY 11934 T. -276�93 E.347 Ir aal�-- II M (co) J "Q4CC4 E4— DO) CE 4452 Peconic Bay, 44UG,atPewlicBey8lW.Uuml,NY11948 IR-W Asa ROP 6 ELECTRICAL LEGEND PROPOSED RCP-FIRST FLOOR , IEC�EIND PR 4?"ED FIRST FLOOR RCP A-1 11 .00 %L NOTES DRAWING ISSUE DRAWING REVISIONS CA ' . . | |44 D_- / xuAAo nAs ' =`_�� '__- - �-__ � _ _347 --- ' . --�`/ typ ^ -L-_- ���'~ . | . ^^oupoovnmBay -� --'F- �- '| ----- -7'-- ---�- -- | -- -- | | --|--- 4452°mat~_c8~I3W,L-1,NY IIN8 . . . �/\ � | oD RCP&ELEC7RtCAL LEGEND { | | | | | | | || . . / PR POSED°�°�"�°�" | ' | ' *~| | | v��----------- H / / / / / �� � � �� ���� cpr1P" ��k- 0 h ��.���� NOTES A a.n L.o• B.8� C a.d-C 4 D D.2),.�E — \ o\may DRAWING ISSUE MAX BUILDING ....__.._ _ _ _ _ _—__ .-_._ .. _ _._—_ I — WEIGHT _ _—._ _. _—. _ _ - 4 —__ ,-T DRAWING REVISIONS _ =�:1 oui—1 REASKO �- ''- ' •'11 I �.-.?-_ ] o11 r 1 I �� I1r •� � . i T GROUN 26 _0 FL 2' AVERAGEEGRADE --�-- �z3'�o` b Ir�11 111 III III III--1 I�r III III III I I IIII I-III III i Ili IIII-Fill III I _ III IL III IhI ��� _ II /I-III�II 111_III II_I II ;II_III III-III III I_II I ICI-11f III I -III IIII 11-111-III III=11 .IILIII=III III III_II-III ISAAC RAE I I I_- III L=III=11 III-III III=III III LII-III I 1�-I I I_!I I-III I l li 1 j-111I LI 1-11. III III_III 11 EI l i_.i l I=III-I I_I 11.=( 430 Mam Slreel GreonpM NY 11934 I"=� III III-1_II III-111 II' III-111 -L_III III .L ( .IkL-III III}J -L I!I .�- ill_III-IIII 111,-111=III III I III L- T.34]-2]66093 E.day@ aac ree.eom I I ::: III III -III III I I_I I I I, III JL l III (I I LII,Ill I L III-1 I III=III l III=1 I-III-I 1 l II IL f l-1 III-I CC PA MENT �IIJ �!! l �I; ImU- 1.1J-11 I] _l IUTl-UJ�aI �_l-l�1LI1�-Itl-(ICI.itl l�_U�TU� �1=1UlI III fl 11J-11J V/ - 1/I6 II ��am�•_ VAST ELEVATION r2.9 C MAX BUILDING HIEGHT ROOF_ 4452 Peconic Bay 4452 Grcat PeconlE Bay BNtl.Woml,NY 11946 Ns — Ifl 62 /E 2ND FL F_ s- -I. E CONSTRUCTION NOTES: rl\ I _ •x—I _ - -- 1 nr cn r • — ®- Gfl9UND FL. _- a1 Nf Y O 26'-2' rsr s•vveuene..nmw.r<e..x� _-__ .r.vmm,.mn..u.eww AVERAGEGRA_D .. I ` III I I_ I J I I +III L III—nT � I t III- III-III I I_11�I I I I I I_I I i}II I-�I-III-III I I I_I I I-1 I I III I I I III III _� I I f I I It-1 I I .III .III->-I r I u I n_I I I a ��' �u�y,"�� III I I I=1 I I III' ill-1 III J I I-1 I I-III I-III-II I-I I C I--II I-I i t III III-_III I I I_I I I=1 I I,III-11 LI I I-1 I I--1 I I��H I I-(I I-III-III-1!ICI I I�I I h`I i 1= ELEVATION LEGEND�c m �_ =1 III-III III 1 III III- 1=III III ICI =III I-III-1 IIII-I 1=1 I-I -III-I III-I III I1=1 1=1 I -I T_I I IIi=T _ EXTERIOR ELEVATIONS BASEMENT ��ll IIIIJIII lUl1l1(( IIIIIIIIIII_��IIIIIIfITllllllll�11111 I IIII�Illlllllllll illllllllllll�llul�Il111-llllll IIIIIIJ_IJITUJI l I lll'1� U III IUI l IIII III_I�IIIIIII� .. ._ - 1�-200.00 r COS NSTRUGT_IGNNOTESELEVATION /;�. _ ____50UiH,ELEVATION . 12'm 1'-0' VIM'.I'0' NOTES CFJ CE —(,C 381 DRAWING ISSUE MAXCFelilE BUILD-ING qb� - —-—-—-—-—-—- -- 4 CONSTRUCTION NOTES: F�00F LlDRAWING REVISIONS -146.7 I-E I FIEV-11— 2NDFL ELEVATION LEGEND: 41,3T 2' C)CONSTRUCTION NOTES ELEVATION ix V-w GROUND Fl. Vi 26'.2* ��VERAGECIADE A,.!MGE C IADE 27-T "Ill'h-i-,I I I Iml-�ll III1-11 1 III III III Lj LI Im I�rl-lll �=l I 1-111 01 1 L"FIA I - 11 11' 111 11 -I'l-ill III III=III III III III ISAAC- RAE .7 III I III—III430 M.h SIr..,G­­rt.NY I I., T.M7.276-0093 E.day@isuc-me— F, I III III BAS EMENT,(2)WEST ELEVATION 4) ­, (3 r22. BUILDING HIEGHT 4-0 . L - ROOF 4F.4' 4452 Peconic Bay 4462 G­t P,md,Aa BW.Legal,NY I IM 2N FL. 35'-2'- ---------- A: Y­ OR LIND FL. Vi 26'"r AVERAGE GRADE\_ 231-01 LN,I' m II 1 I I I�r.-1 I 1=11 l d lz�l I I-A III -I IE 1-111-1 IF H I F-I I - I I I I P.I I I f III.-III' III III-1 I I_I I I_I I I- III I I I_I I I=1 I I III—III=1�I_I I I_I i t III III—_III I I III-1 I I I I I I I L.III_I I ICI I I—III—I i t O,T.�nN "�"" EXTERIOR ELEVATIONS w PH Ill II BASEIVENT 1, 1116' A(-IAORT ELEVATION -201 .00 NOTES P - ----- r DRAWING ISSUE 2 I i 2 aw MAX BUILDING NIEGNT_ dl I T I I °"rL Iu�BowR ROOF I 6 CONSTRUCTION NOTES; 46-4' I - - I I I - .v I I I I 1 I DRAWING REVISIONS 2ND L. YEni 35•.2—- - - - a -- - -- I i rr la vu mauve awwwu I. I 1 � 1 CONSTRUCTION NOTES SECTION i GROUND FL. p, , O�26'.2• .onwxzw.rto.smx�v ��mw.mammoRw C AVERAGE GRADE T l l`1T TI_ I I I II I II- III,_Ilf-_III I I I ; I j IIIII111 ISAAC- RAE -III- 43B Ulm S-1 Grwunwrt NY 1104 BASEMENT _ _ `}Ti1 i 1 I I :ICI—� T.347-2766093 E.day@I,--.,,, III - 1..-1 --._- -1 l._ _.. 1- _ - - �I l nl l l III--. J 11-111_I —I I_'l l III I!I-1'IJ III—III III-III—f I_III=III—III III f�f l l—I I I - I_I I 1-11 — .. - - I -. karemm GMww m C•SECTION 2 r4 J 4..^(5) d.r. /E MAX B IN HIILEDGHG J ROOF __.. _ _ _ _ _ _ - — " 4452 Peconic Bay 4452 G,-P—ie Bay Blvd,Laurel NY I1VB - cw D C/-35'2FL,' - ---_`—M1� nn II'' pp m III Il�lll�ul ANC GRQUND FL, -I —C -- — -- — e T - I I{ ¢OR NE'NHO ®23.2- AVERAGE GRADE -III III �. ' _.-- .: L_ .- I III. I I I I I I. 'i I III III TI-- I H1 III III- L--III III III—J III I' III III I III III i III III III II III III III III III III III III Nil III I—III III IF II— lit=IIIAII III IIITIII III=III III-.11 III IIINi � III III1IT iII e —III III 1_II�' I III III 1 III-III—=—H1II1II=1II III III I'III IIIf11iIlI. III II1�III Yam."BA EVENT 'ICI -' I .I_— 1C I]- L IlJ—I -ll - 111 II cif_ BUILDING SECTIONS :III II of �1=111_II In_u1-1 �I_ nl_ul n1-ni Iu IIi=ul nl—_n IIi Ili_ nL-1u nl 'ul= -1n-_III amp e -300.00 . SECTION I U4•a I NOTES �2 1 A- DRAWING ISSUE N N DmE MAX BUILDING CONSTRUCTION NOTES: no_QF_ 4F-4- DRAWING REVISIONS r A —R EMSMON -- EDITE 2ND2�L. 3 4 4 7 B L-00 (D-PQN-ELTRLLCTIONNOTES-SECTION-- 112'.1 o' r7 Vi 26�01JND_ ....... . TM, w,�AVERAGE. GRADE 01— _`I I- lff=.I F=��U I..- E Fu - -IF— — I D— III III u �l I I=HIM!I=M= F, I 111 HE FFI-11amili—711=151 ITFhEll I i 'II III III 11 w 11 ISAAC- RAE 1�115 li j OF LFP=F Flic, &$�71 N ri Ri Ll 1 M i Q,%BASEMEjNT II III- 43D Mau,St—1 G,,.rp..NY ll� T.347.V6�3 E.cIay@i­o­ i�,—jr-y-i 6\-- 17'.1116 l=w ��JlI iIJ A, Pk 111 I.-'-1 1111-'-11 I—II'l- �i I 1=1 11-1 1=1 I I—FIII II-III III—III II FIF,FEW=11FI-01-1-P!U�iRl I HIL'i I�--1 I-- -''11111 Wj�j I- - IF - THITT-HIL.-Z�I III �,--�1117111-�r, SECTION 114*.1'-0' (2.9( 6. (4.) 5 (67) MAX B ILDING HIEGHT_ 46:-4 PR 4452 Peconic Bay • 44E2 G111 P­11 Bay 8NLaurel,NY 1­8 Ibl - DAq GROUNDFL,__ 2V-2* -1�Flll -11W,-Tv ip A %0L rli —23VEMWGE CMD BASEMEN I L BUJILDING SECTIONS 17* ri I—Wrl EU R Ir -FI 'III-1,twil IN SECTION i l�III ---I W111 fl=- T -301 .00 V110 A NOTES DRAWING ISSUE N67—DATE 12 W DRIP ME D'.— DRAWING REVISIONS IZI_Dj9.E' ED70—M JMT.sEE 51—RE -.I.-T.-I E- T .1 -—_",__T T.R. 2ND D FL. 35.2- 2N 35'2' 4�END FL., DEE DIR—RE °Fli _ZZE,—PE—LE.D.—DIDD. ISAAC-RAE 430 Man SRDE!GD,.npDR.NY I ISN T.347.275-0093 E. R D"TE.P RE"IRD—D.— RRE.— G C FL G?,UNDFL I PLDDPvc GR FL. (P 2 'OUN 2 -2' 1M.—LIT 14i STr_?D RRR'SS ­FEN11 IIIrneLawrc I P-- =tj l�� —T-1—DERIDY III 4452 Peconic Bay 4452 Great Pownic O1YBM.I.Eu,el,NY 11948 Q W, Rq— D 117 1: 91 1III J.:f g IF,ni .J.,wk_ III F=M 1=-I I I=tLI: _11-TIL: 11:4--11 Q III=11I II III III- = ll—I 1--i I U I III TC. Q�GAS M11T BATAE, g,1p=I, //pp BASEMENT—._- ; , ...7 7 LZ 17' IRE., I lI III III illII I=fir=l WAUSECTIONS =Fl=FFET I : T_ _rl 17-1 O( AL�SE�TO -I ALL SECTION.2 WALL SECTION-I A-400.00 NOTES - ionooEOP^ws S.,ETUE�Pwa (2 K.) wl OaP Ew;e T ISSUE --- rt �oP°aOooFv o°n^ n�cPe°lo nroionn ns ORAWINCI /p ROOF _ PROOF_ __.-_-- __=,rnwl Ess ufiin con Nc ROOF_,4 _ co^ _ - ___ _ __-____- _ E 46 4 �..� .- 1 "�"6'-6' wi oRw EncE � �-y1Ap�nr wfi �-d6'-4' � Td Pi06i 5EE 6rPUCTmE I IR srm.�ss uF*nl. Il:t➢C CIIS"� I s tHiNfiG, nno u e Eslpuenmc E•.�-- ra easr sEEsmucnaE ' 1 - _ 6 � 1 9 I• DRAWING REVISIONS .ii. REvl51°N - r= - pa 61ffwrRNG -. FAxIM �� I 9 _ 10 =_--- ` -_� sl 1Vl nPiP FOaC- I i -,_ ��-r- Prt°NE°T°nmP°�wPw1°5 ^[mnmx¢wnnirwVa[tooF�-__ PIT °10Rovf0�4w I °P uocE;N-- -' 4 P Pikl �litfii 7il717L _ — �:,11 . = - - =.1liiI4 , ISAAC- RAE r _ _ -�4I —TeA Si S E smut ua[ 430 Main St-I Gr°enpon,NY 1934 m !L�N� 1f'��`I p u MTElAs G rawa T.342.2y66093 E clay@s is al F'"N` 2NUFL. - _ _ _ 2NO FL firo - - //FF��_ _.... _.. 35'-2' �. 33'-2'- a,35 2 + II �-- EP,SEESipU4'TUPE d i'�— SEE SrPIIcrUPE r I �I\ I �., 6EE S�IPVUCNn°E°nP°pr Kdrcmeal Pemx _--___- __ b 5 - b �— -, I al 1 I• I Fwvm°w swcmxr: 1 1 Mk I I ,��.,. RWnw°ER WNpEwx Ip`c R nvJa Q�L�GRR N FL { pp //��GROUNN�� 4 t �E GROUN FL --- 7 u^rr wsuurmnrm 26.2' - c:'• - ��f� 4/26'.2` I Y _ v -^� Vl 26'.2'- _-: i i r-=�- -_,��. -1nc°uEon I� ;Aau�wr li" I a nU. � .rzr .�',Ix"" LI II --- - - sEi rtr°grnuss s;Ircow E„EaaP ran. Pn°P°SED—E A �' aOEM° 4452 Peconic Bay J 1LI II ! 6 rowuE rv1 KKri MCP nsns ry 4452 Graal Po:onic Bay Blvtl,Laurel,NY 11043 III II �I III III III � 61>xRwP �_,' 11 ^rf°..r n��N4 III I11-1 ail ou�mArw•w4 III R-0z IL-111=1_I_ III=III=11 -I:. III-1 IJ=III—III=1 1'-. IiG-.II.'":' x.. I.��1—wp,xausw.rFPPP°oFw° cOAfly =1 II1.LI'I� .� I I ?'•.:'(,-III- S'`Ea ° III III III II II Rluw°uSwwlEpPProEwa r _II ", IIIII IIIIIIIIII IIIIII1711f11 I f; j lll� e III III=11I I t ti I °°�°""°P^w I— I IF,III �I II I LI-I l III I N Forxe`o I -I It d �n�RAsEM 1 BASEM 1I— �n BTSEM/I T_ III�I� 1�1 II V e I I I.I I� Hl - III I I I_ �- —II— ." r•y q� k : ywi°hr ewe +FSe yr x?^q f III.I �' 1s`'w "'lil_j l�lhr +s �111111llllllllllilllll lIIIIIIr�l=111111111i 11111111111111111111iIIIIlII1111111111111111111IIIIIIIIIIIIIII Ilillllll�-al II 111—I IR WALisecnONS III T III=1 -1 "-111 III 1=I�_ III 11=III III III=-1 U l f TI -=III-III III—III-II III-III III III-III ! III= III=III 111�1 -11I .-III= -I — I�I =11I III I11='III— I-III-41 -III=11 -I 1= -ITI-III-T=1I I-I I1-111-1I I1=1I1 111=1I I—I I1=1 I1=1 I1= {(�� I+T WALL SE_CC�ON-6 ^WALL SECTION-5 I WALL SETION 4 /.4\-401 .00 NOTES — - pu:LEwuPwFvm I(,;-� PlicxEoroPaor Dxuxs D' D.2 (_E �- sTNmass unnLmrwD r `y\J r ROOF --wlDPIPEDpE INo. -DADRAWING ISSSwUEwq Ned. --_ ,, xs`E.Vs I _.�_ CxrcxICATPELLb I e - ' I S 9 - DRAWING REVISIONS —W77 DATE -- PN6IOH \ D%q'/aGNEOULE 4 CF) `• \\\ B -___-- SO_ IS I � �1HE ITHnCA 6TVLECAALEPNLwG txu nrtvurrox¢u4n W FD OxW ran vvm wuurr0onxxual4raxartorrcAmxaxen.ALL _...__- I _ _ FILCHED TOPWFGPnMp �./ I --_ —_1 W IIEDTOPIYIF[MLvs I __-_ fieglm EDOE T4 WPMG ' —w!D Aamn.xuvnuu.Irm4mv.z_--_ P�EE66H qq D �MD Wr E I �-_6TdMFOGE —._-.._ NIP- rJ�Gi _ _ a:- DxW ISAAC- RAE 3 alM zmDFL -0aT:EE6TP«TUxF OsisEEsiqn 2ND FL O FL T3]2]6fiM E.cy@Iu9 I /nn VJ 35'-2' `. —LLM1 EAaEx SEESMUMRE I- LNxGGEq SECSTPUCTUPE I Pb DPSvsTEugalEAix.HC ` qe ZPpV6TENP SHFAlHNGw SJ P! A—— ALULI_ _— --_ �w�LIW,IDDw P.m l �l -DNLE i t 6FEWWa�EW.E �II l i DU.,6DxEDD1>: � 6EE wF E e I � �� >o m �i Section 2_Callaul3 SIZ TxIFxcd,•sOP1DnTi JJI II- -- - 31M1•1'0' r a PW4&in Watui10N xza —_—_ __ -cEnnq sDMG __ __ Da CEO4q SDWG Ir 1NICKCONPogipATi ashW«OWALLFPUdIAG —TNCNIMLD4TT INSUV.TgNPaL fLOCPVEqIOED WWECAK —�— � awfn�wxfi AHWG - //��GROUND GflOUNC�FL J u+a GROUND FL_. V.`26'-2- C/-2fi'.2' _ _ r.. I ! � SLFFFx4:x S -_ ! TJwl��U6G 'I � FLVwO0D lxUss nxxneu�Lw xrxxomrnnarc re mrssuoLsr I 1 wHD«TP a 6T AAEcT6groq - UD„` 4452 Peconic Bay 44 III III III III 52 0r 1 Paconk IM Bay B ,Laurel,NY 11940 FourmnmNwnu i II III I I� •. III III III-II _ J I I-1 III DEA61Tv P- AP -- _ - ••: ,�A+PMGNDEA6gv -I - 6vgnyiDDd IR-0z i 1-III III,'•. -I- - I P-111 III g 11—ill=11 III III Ij JII III III- I- II ill-II I fi^•� II III-III II J IIIIII-I_IIII I LI W I I IIIIII II I I pD d aaWA EgFPGDFMD I =1 aI D GDpwATEgPq«FNG III III ..III -. {{�aITDDDD6wATEgFxoDFMG p Y III I I_I I�Ill�li'I �'•.� III II F IL II IIIIII-1I °•" II iJ - -4•FDDrvD4TbNDPAM III. -1 .. I x41 oar r -1 II 6wUrvDATKri Dgdvi II i , .rl i III III- N FCF NE'Di v"TSIr1E 6T -— t;d' ( BASEM'tlT!- '; 1 �BAS'M 16TY _ III III III II • � C I �`` v� ~�: dr IHllmllllll�l 6fDD��.TIDADgnAI I 1111�� 1 [Jl TT r wnu sEC IDNs p ----- � I I III III III--III Trl L ii II_:III III IIL-11!- Ila ___, III- -_._— ^ CWALL SECTION-9 r WALL SECTICN_8 /1 WALL SECTION-1 402.00 WINDOW SCHEDULE: NOTES DRAWING ISSUE ---7-7 2- -4 -ALL 12 DRAWING REVISIONS FIT, ISAAC-RAE 43 M2hSIl0etG—pllLNY119U T.Z-27"093 E,d.y@i-- WINDOW OWI 1112PID "—1'� L I low" WINDOW 10 LJI 4452 Peconic Bay WINDOW PDOW a 2 d e)_I_, V W' &V r LZ -0 __ iRP02 I'v 14-0 x -j OP WINDOWSCHEOULE (;,tCU%TAJN WA.4 I, (3)WINDOW 3-- WINDOW 112';1�V Cj�,WINDOW1 -510.00 A NOTES DRAWING ISSUE N0.LM ISSUED FOR DRAWING REVISIONS —_ E pFV1510x 10 r` ) z � ISAAC- RAE 1 'O saeElun smw0 430&taro Stre01 Gre0gPM NY 11934 L L IL - I wOODrwm rvO T.347-2766093 E.c1aYCa saaciee.wm V V V I 12rx0 TEO se mvPsma emag0 L L L ii)I —um 0-0 �.I � V µwnooFwD aTpcvemn.mra L - vY`peaa aIOPE ,�,� sEEaiRUOiepEaPP I� �' �EEREIProgT _—wmPxwsEigra suE —A —_--_— PNDRDP 1-10—iae� - Txrg a--- N gr�p�we .rtEgmgw�pTq�. r _ I�. DNTw�w r mDI6 I I _2EMPxaFP�Tuq�e �I I qr• aPE��mPTmxa C—All I I 'I� m,wPmE�T3Erwp�Dw I I I � n _VLIGHT ENLARGEDP AN r-3 PICAO CDRTAIN WALL MEAD DETAIL r,3 PIC Q WINDOW HEAD DETAIL— I R u u'mrnuumirn erc (o2 4452 Peconic Bay 4452 Gmal PewNc 8ay Blvd,Leurel,NY 11948 ngmxa+ ,suurzosmuRrrtDiunDI I11—I PciugrvwEcrsEnvrmow I I sEOPE � �nxnr4rvuOn I I �—�__wra,3 ^.�:� '. � EarNaexND I 6ugTn.,wN, i I' EEI,PDgENEDN..sINw mS�D`'NP�r o —RmR—TRN xE RD SPEC61CniroNS p9 I o� — SPEOxOnipxs gea6 ��rwNnLL su POTU E I OANr Nea NE rzmnvu,ON sEt sugrloon r r Dgm Fu xxc uNTUDw Eq ROD sr `er N EOF N£'Ni0 /i _ _—suosTaPT�t� N—Esa cvrsuu NOAN, E PPo �I a �; -j- ----- GMDFENeq _ I I ` rvEm�,E Ra m��PT.r sEE5mU0iURF L L L v i w�stiu�mRiupm rroLvlsD �_ =. V V V _ WINDOWMuKVLIGHT DETAILS AN jI�/klgyi 1I yOngs oNc L s PPOHT-- -----I-- SEE STRUL,URL I Dr. re No. A-511 .00 it SKYLI BHT SECTION DETAIL _ /„-�PIC AL CURTAIN WALL SILL DETAIL V TVPICG WINDOW SILL DETAIL NOTES c� , DRAWING ISSUE 4.CFOAR SO�q 1 wOpo fUFFn'4 No. DAiE LSSUED E9q IL L SEE— E.a suHtlnr L L L yIIJ P _2-- V seergsu.eonPB V V V 4ReHN w - c4x14rvEwEArREgg6swnre_ _ lL L L L L L - van �NE.N wapcgT 6EavwrnNo6nCNRA quo _ �.•� --_ -SEUANr - E0 6EEMSNIIFACIUFE�9-. -- PriFIFOnwOpn mn4-___ '-TI .A -- 6MgEP FADIEP RE65DVE ---_ aeclRlurwrvs DRAWING REVISIONS n �T _om¢_ REvlswn 3 , uUe.UN WOE --.—- I 6l�PPw PDOR J, --_ - - I EXTERIOR DOOR SCHEDULE: - -- /B TYPICAL GLAZED DOOR HEAD DETAIL C.TYPIC , .AAL SLIDING DOOR MEAD DETAIL —- w Imen.mr�mcmori r EXTERIOR DOOR SCMEDVLE --------6wN4DDOR ISAAC- RAE C30 Ma,n Slraal GroonpoD,NY 11934 4.,S• T.04]-2T6-6M0 E.I y@isaacrae.rom 'a• I. ERED wlmE Onx I I ___`_ rookm�l of giss'aa I I R90ivi aN Ye�pL�ygppo L'� - -E[Er-EREOAA-N6 00F el"I� I �400gwGEOH Y4�IttW OOD I__.1,-':.- �WWOE11 PE b GROUND -11CON 11' 26-2' '"'""e ..•:(�//�. .. . �\. I I-_.-._�_ ocw0rec�cPr _-�•; .,. � �DCPCNTREOLN --I L L I L TwuclarePwoaarVlso _ I L L I L SVVPoPT w,.�P..u r.4o.m`wNeciwi r•••�o.or TYPICAL GLAZED DOOR SILL DETAIL TYPICAL SLIDING DOOR SILL DETAIL (q�EXTERIOR GIASSDOOR @EMER'�MM DOOR 0-3'.I'_0.._-- -- - 15 WICA. lJ ate. 4452 Peconic Bay 4452 G-Porn Bay BI.d,Laurel,NY 11B48 q Na: 4 4E 1 yt�pEU�O� tiP a I I J b L DOORSCHEDULE AND DETAILS .___—._. —_ _— R c EXEERIOR SLIDING D0QR2 EXTERIOR SLIDING DOOR I ura«uq xo.. A-512.00 GENERAL STRUCTURAL NOTES DRAWINGISSUE H0. _DME65UtD TOR A.OE51GN LIVE LOADS F,STRUCTUKAL STEEL I.MISC[LLNJEOUS - a - STRUCTURAL MEMBEPS HAVE BEEN DL5IGNCO VON FULL DEAD LOADS AND THE FOLLOWING 1.ALL STRUCTURAL STEEL CONFORMS TO ASTM A592 ty-50 K51. I. All CONSTRUCTION SHALL MEET THE.REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NEV( _ LIVE LOADS III ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 2.STP,UCTURAL STEEL TUBE SHALL CONFORM TO ASTM A500 GP,B IFy a 46 N51) YO:x STATE. 3.STEEL.IMRK SHALL CONFORM TO SPECIFICATIONS FOP.STRUCTURAL.STCCL BUILDINGS- 2. NO IJOTE OR IACK THERE OF SHALL BE CONSTRUED AS RWEVIN'G THE COIJTPACTOR FROM 2__ - I. BUIU)INC CATEGORY: It ALLOWABLE STRESS DESIGN AND PLASTIC 0051GN'•OF 111E AMERI(1AN INSTITUTE OF EUCCUI ING ALL.IMF WORK IN ACCORDANCE MTH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE p - 2. IMPORTANCE FACTOR: WIND(LW)=1.0 5TEF.1.CONSTPUCI Ci INC.LATEST EDITION,INCLUDING ALL SUPPL ACNITS Ar:D THE AND ALL LOCAL REGULATION5 HAVING JURISDICTION. LO - 5110`N(LS)-1.0 'CODE CF STANDARD PRACTICE FOR STEEL BUILDINGS A14D BRDGES'1 ATEST EDITION. 3. TNC ENGINEER SHALL NOT BE RFSFONSIDIt FOR ACTS OF OMISSION OF THE CONTRACTOR,OR ANY SEISMIC LEE)-1.0 4.CONN'_CTION BOLTS SHALL B`_a DIAMETER CONFORMING TO ASTM A325,TWE X. SUBCOJITRACTOK OP AGENT50RMT(OTMLP,PERSONS PERFORMIIIG THE IVORR _ S. YARD LOAD: 130 MPH BASIC WIND SPEED 11:5ral.EACH BOLT WITH A HARDE NED WASHER UNDER TNT NUT OK HEAD,WMILHEVEP,15 THE LNGNEER 15 NOT RESPONSIBLE FOR OBTAINING ANY BUILDING PERMITS ANDAO.R"CC WIND E%PCourt:B TURNED FOR TIGHTENING.AIL CONNf.CUON D0LT5 ARE REQUIRED TO BE SNUG TIGHT' APPROVAL. DRAWING REVISIONS VELOCITY PRESSURE Ey.PCSURE COEFFICIENT,K2 0.85 ONLY UNLESS OTHERWISE VOTED. DIPtCTIONAU FACTOR,KD:0.65 5.OVER512E HOLES AND SLOTTED HOLES SHALL NOT BE USED FOR.BOLTED CONNECTIONS J.COORDINATION GUST tfrIfCT FACTOR,G:0.65 ON THIS PROJECT EXCEPT AT LOCATIONS NOTED ON THE DRA'MNGS. _.- INTERNAL PR-55URE COEFFICIENT.GCPI:x0.18 G.ALL WELDS SHALL 51 EIOXY AND ALL WE LD114G SHALL BE BY WELDERS AND WELDING I.TUE CONTRACTOR SHALL VtPJFY CONDITION5 IN THE FIELD AND IMMEDIATELY 140TIFY THE ENGINEER _ 4. SEISMIC. SEISMIC DESIGN CATEGORY:D OPERATORS WHO HAVE BEEN PkCVI0U5LY QUAIO[D BY TESTS A5 f CESCRIDI:U Br inE OF ANY CONDITION NOT AS ASSUMED.HE SMALL TAKE FIELD MCASUREMEIJTS AND BE RSPON5mur -- '--'- SUE_ 0.171 STRUCTURAL WCU)ING CODE•AWS D 1.1 OF THE AMF.RICAN WELDING SOCItTY TO FOR THE SAME'. 6 SDI 0,076 PERFORM THE M'E C-T 5 OF WEDS REQUIRED ON THIS PKUJE . - 5. FLOOR LIVE LOAD: 40 ASP 7.ANCHOR THE LENGTHS SHOWN GIJ INC OP.A'MNGS SHALL INCI T)f 1100R5 OF IJCT LESS GENERAL NOrf5: 6. GROUND SNOW LOAN: 20 F51 IHAN 3 INCHES 114 LENGTH VON ON THE DRAWINGS.PROVIDE ONE NET AND ONE 7. PNOF UL'C LOAD: 20 MIT WASHER MTH EACH ANOICR BOLT UNU.55 O1MIRM5E NOTED.OOLU'NN15 TO BE 1.THE CONTRACTOR SHALL PROVIDE TEMPOPAR,Y SHORING AMID BRACING.AND MARE SAFE ALL ERECTED AND LSVELED WITH LEVELING SHIMS,LEVELING NUTS ARE 1'RUHIDTtD. FLOORS,ROOFS,WAILS,MID ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. y --� -- 8.ALL STRUCTURAL STEEL 5HA1L BE GIVEN ONE SI IOP COAT OF FAINT Of LOT LE55 THAN 2.OM'•ItN51ON5 AND DETAILS OF U15TING CONSTRUCTION GIVEN 11J STPJJCI URAL DRAW.NGS ARE B.CO:'JCII 2.0 MILS DRY FILM TNICFNC55 CONFORJAIIG TO STEEL STPUCrURAL PAINTING COUNCIL A•PROAMATE AND ARE DAS!'D ON LIMITED 1NFOR)AATION.THE CONTRACTOR SHALL VERIFY ALL 55PC PAINT 2,13 OR 14.CLEAN M/IRE BRUSH)MID SPOT VAMJ Mi.FIELD NYfu S,FIELD INFORMATION PLRTMNING TO EX15TING CONDITIONS BY ACTUAI.MEA5UREMCNT MIND OBSERVATIONS 1.ALL CONCRETE SMALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS CUT EDGES AND SERIOUS ABRASIONS TO THE 5!IOP COAT WITH FIRM EK PANT. AT THE SRE. ALL D15CREPAJCIES DETWUN ACTUAL CONDITIONS MD 71105E SHOMM ON THE. wq1°' FOLLO'N5: 9.BEAMS AND LINTELS SMALL BEM 8I:401E5 MINIMUM ON MASONRY UNI.E55 0THERMSF CONTRACT DOCUMENTS SHALL Mr.REPORTED TO THE ARCHITECT FOR EVALUATION PRIOR TO 5IART -- a.FLOOR SEARS,WALLS 4.000 PSI NOTED. OF FABRICAIION. V.ALL OTTER CONCRETE V✓ORK 3.000 F51 3.ALL STRUCTUKAL WORK SMALL BE COORDINATED WITH ARCHITECTURAL,MCCHAMCM,ELECIM M, 2.ALL CONCRETE YJORK "W SHALL CONFORM TO ALE 318 AND ACI 301. G,STRUC!L;I MBCR AND PLUMBING,ETC. FEOU'InMENTS.DI5CREPMICIt5.AND;'OR SHALL BE REPORTED TO TIIE, 3.CONCRETE FLOOR SLABCONSTRUCTION 511ALL COWORMIOACiBO21R.FLOOR51A05 ARCHITECT IIAMEDIATELY, A.S.EIIUID�EfiO S 5MML.Be I. STRUCTURAL LUMBERSnAIL BF GREEN'DOUGV5 2.FIR LARCH NO. ,OR DETER,UNLESS 4.TILE CONTRACTOR SHALL COORDINATE WITH ALL PELATED TRADES FOR DETAIUNG,FABRICATION.AEU R'BTVIGH:",Y.C. CLA55 2. 0111LP,M 31 NOTED ON THE PLANS MTH fMC FOLLOWING MINIMUM PROPERTIES: CRCCTION PRIOR TO SUBMITTING SHOP DRAWINGS FOR APPROVAL. I'Jn_ra.-:n:•a::.sTn.Lree rTctt F 4.PROVIDE CONSTRUCTION OR CONTROL JO:N15 IJ 5LAB5 AT LOCATIONS 5n0'MJ ON a. FF=650 P51 5 OPENINGS 5!ALL NOT BL MADE IN MIT STRUCTURAL IAwmit.UNIt55 SFLCINCALLY SHOWN ON'THE DK?WlNGS,AT Or FSETS A:D CHANGES IN DIRECTION AND AT 30 FEE MA IMUM. b Fc(PEPPBNDICULMJ=G25 PSi STRUCTURAL DPAMNGS OP,APPROWD BY THE STRUCTURAL t,tGINLCR. =AIR GTv 5.CONCRETE SMALL BE CURED A MINIMUM CF 7 DAYS BY ONE OR MORE METHOD =95 PSI ToaK xr'sunE xaa SPECIFIED IN CHAPIF.R 12 OF ACE 301. d. E=1,600,000 P51 GF.tJCFAL COI:pITIONS: xEw 6...3 C ARCF ITECTUFAL FINISH 5CMFOJU fOR RCOUIRED FLOOR FINISHES. LDxc MI AN 7,PLACE 1/2'CXPAJ51OH JOINT MATERIAL BEIWCEN EDGES 01-SLABS MJD VET:TICAL 2. ML PRL55UP.E TREATED LUMBER SHALL BE No.2 50'UMEKN YEILCW PiNE,OR BLUER, I.ALL CONTRACTORS F1J0 SUBCONTRACTORS ARE PESPONSIBU FOR ADHERING TO THE 0 SURFACES UNLESS OTMER6fSE NOTED. MTH ACT)(ALKAI INE COPPER QUAI LRNARY)TREATMENT, 1000IIFIY AVE,suITE 410-a0sie 3. PROVIDE'WAS IIE RS BETWEEN ALL THE BOLT HEADS AND WOOD MJD BERWEEIJ Ml NUTS kY.QUIP,EMEITTS AS SPELUD OUT IIJ THESE NOTES. ALL PARTIES MUST CAKJ:1'UILY STUDYAU NJOTES NILRSy1ELE.nv sUN FOR ITEMS WHICH fAAY PERTAIN TO II ICIP.TRADES.FAILURE TO NEAU THCSE NOTES DOES NOl C.RCOJr'ORCIIJG STEEL AND WOOD. FERMIr THE COMRACTORTO DEVIATE FROM THEIR REQUIREMENTS.QUESTIONS WILL BE 4. LAG BOLTS ANT SCREWS SHALL BE PROVIDED WITH UAD MOLES YNPVIIJG A pIAMETLR BARS SHALL DE ROLLED FROM NEW BILLET STEEL CONFORMING TO ASTM.AG S,GRADE NO i GREATER THAN 70 PERCEIJi OF TALC THREAD OIAJETER OF THC BOLT 0I:SCREW. ALL CONTRA ANSWERED BY THE ENGINEER, Aeon 2'0 60. AL;I AG BOLTS AND 5CRCW5 51IML BC INSEKI ED IN LEAD HOLES BY TURLING AIID 2.ALL CONTRACTORS MUST VISIT SITE AND NOTE ALL LXISTI.^.'G CONOITIO,VS h5 WELL WAS All TERRAE sE.', xzs0 2.WELDED WIRE FABRIC SMAIA CONFORM 10 ASTM AI85 OR ASTM A497. UNDER NO CIRCUMSTANCES W(DRIVING WITH A MAMMER. CONDITIONS TO BE MET BEFORE SUBMITTING BID.LACK OF THOROUGH UNDERSTANDING OF INC 3.DETAIL AND FABRICATE REINFORCING STEEL IIJ ACCORDANCE MTN'A.CI DETAILING � 1 PROJECT REQUIREMENTS SMALL NOT CONSTITUTE AM EYCUSE FOR ERRORS OR OM:1551ON5 NOR MANUAL','UBUCATION 5P-66. 5. THROUGH BOLTS 5HMI OE FROVIULD MEN DOLT HOLES WHICH ARE 32 T0161RCM JUSTIFY A REQUEST FOR EXTRA COMPENSATION. ELL LaTN xuaNsO LARGER THAN TIIE BOLTS. 3.GCNtKA_CONTRACTOR SHMJ VEPJFY M I CONDITIONS M'D CHECK ALL MEASUREMENTS ON JOB AND A'X:1�1JabLr9a 4.PLACIN KC o STEEL SHELL BF PtVIfY✓PO BY TIT:LOCAL BUILDING OFITCIAL PWCR TO 6. STEEL FOR ALL ALCt95•�PJE55MML CONFORM TO ASTM A3G. SMALL BE RC5PON51BIt FOR SAME, P PLACING CONCRETE. 7. FEWIOpU SFIALI BE C-C EXTERIOR,DEEP,GRADE.MARRED OR EQUIVAI ENT,Of THE - 4.ALL WORK SHALL BE DONE IN ACCORDANCE W;TM THE CURRENT VOWING COGT OF ALL GOVERNING 5.PROVIDE ENRS AT CONIFERS AND INTEPSfCTIONS OF 711E 9.MAE NUMBER AND 9pL AS LOI;GIIUDINAL BARS IN FOOTINGS 1NICKNE55 SHOWN ON THE DRAWINGS. AUTHORITIES. 8. PROVIDE OTHER 5TLUMANUfASSEMBLIES SSENT L ACCSSORI T A5 REQUIRED AND STEEL FASTE 5.ALL WORK SHALL W1 DONE IIJ ACCORDANCE WITH THE SPECIFlG.TGNS.AP.CIIITECTURAL.MID 0.TYPICAL CONCRETE REINFORCING BAR DUALS 9. ALL UDING BUT ST U A55EMB NAILS. S.AN EO TD BOLTS. WEATHER AND ALL STEEL 5.FASTENERS MECHANICAL.OR WALL-5.INCL -- --- WA5FIER5.BUT NOT UNITED TO RIMS,ANCHOR HALTS,CONIJCC ORD BOLTS,NUTS, G.ALL HIOPENINGS CTUR IN WALLS,REQUIREMENTS ,ROOT',ETC,TO BE LOCATED AND SIRLB A5 PER MECHANICAL TUR WASHERS,TAG DOL75 OP SCREV.5 SHALL BE GALVM4I2ED IN ACCORDANCE MTH THE ARCHITECTURAL REGUI.REMEMS EVCIJ IF NOT SMOMJ AS SUCH ON STRUCTURAL AWD/aKCI1RCLTURAI. ISAAC-RAE AND 6 PALM N01E5- A5TM:5'TANDAKD FOR THAT ACLF.SSOKY,ASTM A213.A153 OK OIL ICR. DRAWINGS' 430 MMN STREET LAP-SF.E G.S.N. 10.PABRICATEO ITEMS INDICATED ON THE.FLANS ARE DESIGNATED AS PRODUCES 7.ALL WALLS 5HMI.BE ADCOUMELY BRACED UNTIL TOM EJNTIRE STRUCTURAL FNMAE HAS BEEN GREENPORT,NY 11934 '-==l 2. MAXI UM 1/51AP BUT I40T MORE THAN 6'. PRODUCCD BY THE SIMPSON STRONG TIE COMPANY.PROVIDE ITEMS NOTED OR INSTALUD AND 155TRUCI URL.LY SOUND. T.34]-276b093 E.Uay(d)ilaaua BAR OFFSET 3. MIKE TIES. EQUIVALENT FKODUCTS, 8.AIL SPtCIAU1YMIGhOFS AND FASTENERS ARE TO BC IMNUFACTURED BY MILT CORPORATION OR _-- -mm 4. Id(1'MINIMUM). 11. ALL LAMINATED VENEER LUMBER(LVN SHALL HAVE TNC FOLLOWING MINIMUM APPROVED EQUAL MID ARE TO PR IN514UD PEP,MANUFACTURERS SPECIFICATIONS.INCUJDING 5. RADIUS=3d FOR BAPS)JOT OVER 88;4d FOR>B,MI O PROPtkTII S: TOP.OUE,EIAI3EU;AtIJi,LENGTH.ETC. /.1 AND Y I BAR51 5d FOP,914 AJD Y 18 BAYS.5d FOR a. Fb=2,6W PSi 9.ML CONTRMTORS AND SUBCONTRACTORS ON III15 PROJECT 5)1M1 BE M5PON5161E FOR THE !��LJ ML GPN)E 40 BAPS WITH 150 DEGREE HOOK b, Pv=265 PSI PROPER PERFOFJ,IAFJCE OF THEIR.WORK,COORL INATIQN WIN OTHER TRADES METHODS,SAFETY � 6 4d(2 1/2-MINIMUM). Fc(PERPENDICULAR)_750 P51 AND SECURITY ON THE JOB 51TC.A5E5 AND IT AGENTS AMID EMPLOYEES A P IJOT RE5POR5''BU OR Fwmsro:.orauc u..u.ncwa rr'xO`"0� 7. 12a(90 DEGREE MOOK. 4. C=1,900,000 P51 LIABLE FOR THE ABOVE AND SMALL BP-LINE U HARMLESS AND INDFMNINFE)BY ALL CONTRACTORS AIJD 8. 6d(3'MINIMUM). 51JBCONIRA+CTORS FROM ANT AND ML CIMMS,LOSSES,SUITS,AND LEGAL ACTION WHATSCtVER BAR CILARAMCE S. 135 DEGREE.I,NO. 11.ABBREVIATIONS ARi51JJG FROM TIE PERFORMANCE OF WORK ON THIS PROJECT. ,,11--'"'-"-- 10.BEND MOUND 1 112"PIN FOR A3 BARS.BEND ----' 10.ACCEITANCE OI'DEVIATIONS FROM ANY OF THE REQUIRtME1JT5 OP THtSC NOTES SNALL BE AT TIT: 4'15Z PeCOfIIC Ba AROUND 2'PIN r"OR#4 BAFS.BEND AROUND THE FOLLOVAIN G UST OP ABBREVIATIONS 15 NOT INTUf1OtD 10 REPRESENT ALL THO5C USED SOLE DISCRETION OF THE ARCHITECT.+ALCI'.TTANCt OF A DEVIATION FROM ANY PCQuifmtNT SHALL Y �x\xO 2 1/2.PIN I.ON IS BARS, ON THESE DRP, N15.UUT lO SUYPLLMLNT INC IAOP,L COMMON AEDRCVIATIONS USED: NOT DE CONSTRUED AS P-ITTING AIJY OTHER DEVIATION. 4452 Great Fero Bey Blvd,laurel.NY TILES ! A.P.F.-ABOVE FINISHED FLOOR N,I.C.-NOT IN CONTRACT aloim No. - NUN..-ALUMINUM O.G.-oil CFNIER IR-02 4-AND O.p,-OFF IT DIAMETER )�C 10Oj ®-AT DPP.-OPPOSITE. seaysq+nuo OBLDG.-BUILDING HLV5 UM.-FUSTIC LAMINATE 2 CMU-CONCRETE fAA50NRY'J41T POWD.-PLYWOOD COIlC.-CONCRETE P S.F.-POJIIDS PER SQUARE FOOT OF xE1yA 5 C� f=�_ OUL.-DOUBU P.5.1.-POUNDS PEP,5QUh4E INCH 46 fA.-FACT Y.T.-PRESSURE TREATED - 9 E P.5-ELECTRICAL kEINI',--FORCING NG Yam' E.Ps.-ExrameD FOLTSTWENE R.D.-RQUGH OPENING DRAWING INDEX: f-' EXT.-EXTERIOR RUN. RUNNER G-001.00 GENERAL STRUCTURAL NOTES A'S�- J-=-4-"Y'-'1 F.D.-FLOOR DRAIN 5n1'.-5111,ET G-002.00 GENERAL NOTES SCHEDULES tT,-FECT 511TNG.-5.DMMING _9jaa°655a 5 S-1000.00 FOUNDATION PLAN DF.ND INCO&DETAILS GA-GAUGE 51 NAM. SIMILAR 5-100.00 FIRST FLOOR FRPMINGILIAN SPLICE DETAIL GA -VI 5mM..-SHEET LOCK 5-101,00 EXIST,FIRST FLOOR CEILING FRMAING PLAN 11.-1 GYPSUM WMl 80APD Efts -SHEET METAL SCFIIV 5-102.00 ROOF F ANING FRAMING PLAN 11OR7.-)1 5.5C5-SPECI55STIOL 5-INLOO ROOF FLOORL LATERAL AN ES t.GROUT HOPE.-I10R1(OMAL 5.5.-STAINUSS STEEL 5104.00 FIRST FLOOR LATERAL RESISTING SYSTEM PLAN I.D.-INSIDL UTAMFTEP, 5TL-STEEL SA05.00 SECOND FLOOR LATERAL RESISTING SYSTEM PLAN I.PROVIDE MOH-SHRINK GROUT UNDER ALL COLUMN BASE PVITE5 0R BEAM BEARING 1!JSJL. ON TAG-TONGUE AID GROOVE &200.00 SECTIONS PLATES. I M-1NTEPJDk TYP-TYPICAL oa'03/!0/24 2.NON-SHRINK GROUT SNAIL CONFORMM TO CORPS OP ENGINEERS 5PEC1FIGAUON CP.D f. 5-300.00 UNDERPINNING DETAILS w...r'OT. L-LENGTH,LONG U.O.N.-UNLESS 0TM1ERW15t NOTED 5-301.00 STRUCTURAL DETAILS E21.GROUT SMALL BE NON-M.tTALIC AND NOT!STALrEING. LAV.-LAVATORY VENT.-VFRIICAL 5302.00 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES MACH. MACtIMC V.Lf-VERVYIN FIELD S.303.00 STRUCTURAL DETAILS \I_ I• ''ee ��II MAY.-MA%IMIIM W/-AIM 5-304.00 STRUCTURAL DETAILS TV prAVT&_ -)t.F/ll/lf. MIN M,ANUFACTUREP W.C.-WATER CL05ET 5-305.00 STRUCTURAL DETAILS I II M.,-MI NIMUTA ME.-WOOD 5-300.00 STRUCTURALOETMLS p�'q' ,'/fey M.P.H.-MILES PER HOOF W01 WITOU WATER M[ATEP, S-307.00 STRUCTURAL DETAILS 11 �Bm®V •®® MT.-METAL WAO-WITHOUT S30B 00 STRUCTURAL DETAILS "44" NCO.-NEOPRENE W.W.F.-WELDED WINE FABRIC DRAWING ISSUE WOOD POST SCHEDULE SHEARWALL(SW)SHEATHING SCHEDULE ___ __ =WALL FASTENING SCHEDULE _- °. DnTE 15 N SUEDfD— l B:r`Td YLRF.70 Wl31 BENA IN BriE:W V:ALL IAORK a crrl.> LKMsI!iG N.LnOxpr;C Iuu rt [Or.IccIKrN G:Sr-nu4 x 26 NJ 6GC 31 4y Ni?WR&'+L159A0' S0. 5 A0 GF DO fAtF.O IJ Y _1�17 In9 0 9 4 O CO 5 YS DO FES a !1 b'OC.q'fE,D PRfPvfWrf.5 Ga•O�-<15i AD, FYe14 -- :OTiFAJ CSN�aYP:AL•'f N.M V 1. MN. 51le 01P1 GW r T�T\i(2)245AAN LU—P, 1 12.1 (3)21 � u e°-_w rro w°W:in(5ImGa¢cGC.wm,G4 rGY'DD<< DRAWING REVISIONS al Z< 141 01 D D.C. 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I i � t I I� �..II I �-Fr-�_� i + / t:hac h::.�nE'onnw:cs(+..!:.i`0• Ili Ili 4 1 1 ',•�''I -I' 'li--�-illr--- il_----- - -I, -_ �w CSrFrnve_snreslo - ws:e II�.41 ,'i, a�:�rortrrL�rm..f�����u�P rr — -I ---� _ ror�,p«svluErvr ueo� I' II- I1. — uJ — rt III II e1 icPP�A CEin na+iw aana — — — — -1 - -L i n q —,r — — I t�_ —I CA � I I it li -TI— —II - I +.,r.,aDP.@e — _ _ I, — — — — — ——D �oL�t �r--r._-tl-�----------r--------� ISAAC-RAE 430 MAIN STREET p•2 GREENPORT,NY 11934 f T.U7.2+65093 E. " r@isaao.ae.eoln I I I I I CO16TKUC.1014 wgau oRltwjU 4452 Peconic Bay _' -- — - —;� I I I t � _— 4452 Greal Peconic Bny Blvd,laurel,NY 11949 KEY PLAN N.T.S. )l) luFNNorll: I.FOR 14 WIIFF ER 517E55ff 5tCOIID ROOK llN.11,!G rIN15!1T. °v1r'030W4102 J S �, I I— �.. •.4Y.__I { �.__—— =__.I_l r I I / ENU: FLOOR CEILING FRAMING PLAN 1�� DeuoTLS t:(iLfUGle r FANG Wau rula'W. o-e..e rvo.. 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I I 1 I`;I I D I I I L I I4, �f Ili I 111E IT=i,d' I LI KIIIA ILLS N.I,DD1 —I TCTE.W.C.EN.FLORIN 3,250 •� r `-{, 'T� �{I--a--¢-ro+,cnv a n 'I 'F1 'II _ c F I I Ig III I f I� I I.- 1S I III I I I '3� ONE F _ _ _ c[ML119]115EDL°s9 °IwO JD'� '�Y II,I.f:� —I— II— I 1 •�••..,v��'U• I I K..vC3 �t Yil0,i5"I� �I�,I B 4! 1 1 1 1 'I'h I 1 1 1 � - 2I I C.4 ,- 1_-1 F � covsreudloFya fifi "i -it Irt� ISAAC-RAE F 5-L !L.I�I"-II �, I �J --1-�_ 430 MAIN STREET S I I 1 1 1 1 I�'I ; ;-�,���--1-1�1 I-1-II��I-{-� 0 a D.2 GREENP0RT.NY 11834 _ m 11' S IIIpsr V,cOc. I f�I � T.34]-2T6b033 E tlaYLis]aF2e.mm wi I111 1 I I I-rI - I I I- al tL m , I E 4rII 5 +��� �e:it ��.•� cs i� I � �J 4452 Peconic Bay 550] I I I I I I I I i 4452 G,eet Peconic By BNd,laurel.NY 11948 OF --+�� •.-,! � -- -- ---I------1--- f-i-----�- - NI'.`�s;,'L�""".`P'_"-P ---�_ -.�F KEY PLAN R-02 �— tl Ift. ( ------- �riFl S(� (•.It)��� � � u.T.s. TALI NOTFS:...__-__ `I �OF NEWY ! I I I .•"`'" j I I I.TOP OF FIRST FUGOR SUYL0OR fltV.-i26'-2' 2.TOP OP SECOND FLOOR SUPFL(YY.UV.=t35'-2' _ I Ij 3.FOR FLOOR SHEATHING SF:`. 51DULE SMT.G002 - ' u I I I I ) 4.NEW 21ND FLOOR TO BE C0N511ZUCI ED GVER DOS.FIP51 FLOOR• ODUNOrMIN'.5EE5MT.101. LEGEND: Lzz=7zn DFNOITS FnF&0,BEARING VALE BELC'N. o3rzorz4 - I ;: DEII0TE5 WOOD POST oam:FRONT THL5 LEVEL D ° SECOND FLOOR FRAMING PLAN _. _._..._—,,-s,•: � � •.��: __..._._I..:' _----_ _.�•r_ D DENOTES WOOD POST UP FROM TM,S LEVEL 6 DENOTE,5fO,L COLUMN UP FROM THIS LEVEL 1� �2 3 3.2 3.8 4 4 9 5 5.8 6 7 �6 Q DEN01E5 STEM.CGLUMIl DON'FRCIA TK5 LEVEL m SECOND FLOOR FRAMING PLAN DEL'0TE5LOVR.STEELC0UMNTNPUTNISLEVEL A ®/�.®1 DENOTES STEEL MOMENT feORC COMNCNU E + I �/ DRAWING ISSUE 2 29 —-- 7 ------------o---- 2- 3 A A — — - DRAWING REVISIONS - ------- - - r F - - —- onTc + A.S.Engineering Semites,P.C. + I F-1-1 F-1 NEWYCRKNY D( 3 B.8 - �I I I leg-- I �i,� _ — � T.O.Dox"o ciii CELL'(63l)-16V c i-triTittrit ----- - Lo CACA - J21, y it ­T�rAC-RAE N T. GREENPORT,NY 119U T rlll[ til T.U7.27"093 E,11@�—­ @ --—-—-—-—-- --—-—-— —4 E -------- ---------- ---------- —T 4452 Peconic Bay 4452 Groat P-1.B.,Blvq—1.NY 11945 =� — I I I I j l I __ IR-02 KEY PLAN 14T5 wlj WIM I,rOV OF FlF5T FUDOR,UVLOOR ftfV. 2.TOP ROOF ELEV.-+4G'.4 3.MR ROOF 5drATHING 5ff SCdEDUff 5l-lT G-002 LEGEND: rZZ , r D24OX5 EXtEFTOP.UAnur wAu BELow. =2=4 ,N MOMS WOOD POST DOM4 FFD A T015 LEVEL 0 DO1101 1'1001�11111ROMTIIIUML ROOF FRAMING P� ROOF FRAMING PLAN vs 6 DU�MC5 5TfFL COMPAN UV MOM IM5 LfVEL y DENOTES 5TCEL COLURAM DOAJ FROM 11115 ffVCL DENOTDC5E 4C0M5T STEEL COMtMT Tm C1G5 UM S-103.00 STEEL f/O.ItfKQJEkNtciiot 1 G) 2.9 3 3.4 a 4� --- $ 6 63 ] �$ NO. DRAWING ISSUE 23 - - - --- '.,°,,.. - A _ ----_ _— -1=== =—==F------ ------_ - -- _ ---- - — A o- — DRAWING REVISIONS I I � I I I I •1! I I'I i I I — I f I I III k j y I I I I I I III I I - - Y' z1v, d I I I sv 1 ! Ijj �, III mma ! •'i I I I !i -.y I �� ' i A.S.EnG ncer�n9 Services,P.C. l i _i_ j lil -� I I �i ji I I I I I n .sunEzow NEWYOxK I✓Y Nxoo DOTrr A .SwTESIo-- vlu NsM,Nr ueo, I Pl ORIOA �- l�_—1 _—_ ___ �`iMCE10.rLOn�oA L1w �_—_ I_—_—_—_—_�'_—_—_—_�_—___—__ �_—_— j �----- � z u —= ! I —" I --- II — :.:. .. o ro ISAAC-RAE 430 MAIN STREET I I GREENPORT,NY 119M iiil I �v _.� T.347-27"093 E.day@isaac-rae— E - ------- _ —I hI ---- ---- -- �/ 4- i I i j l i NEW 4452 Peconic Bay - -ii I I I I I I I C01J31 RUC11011 J 4453 Greal Peconic Bay BIvQ laurel,NY 11949 IR - i _ - I co, I I I II TO NF0.'"- TO PP1.IAIIJ I I I I I I CONSTP.UCTION j I ��,f�,�.,;•�� I I j I I I I KEY PLAN N.rs. I I D3rzorz4 e 1` x I j PWJ NOTCS: FIR SyYST FLOOR LATERAL FORCE RESISTING SYSTEM(LFRS) � T—c, I. DENOTE55NEA-1 6115l1EA4WA11--111E-T.G-WI �l FOR SHEATHING AIJD h1TAC„WIlrREQUIREMENTS. �3 3.2 38 5.8 6 2. 4 DENO1Es sIM�a+nDlznaD Ba N-srEnzwoL TO rDUI+DnnorJ qHO — FIRST FLOOR LATERAL FORCE RESISTING SYSTEM(LFRS) �e ®6Q ®® 50ALE:114-V' — DRAWING ISSUE 7 iI I I I No. _DRAWING REVISIONS A -—-—-— -- —'_ _ __ ._---- ;- - - iu^ --- - : svn _ u --- r 6W1 • 6W1 _ � ' III A.S.En3:neefing FLralces,P.C. o Yo F, 6URE99 a rvalcA,NY _ F I FFYAVE..6WiE 510-W916 RIDAS�uE.rvY11801 FLOA�Oro y R.O. 210 T I I II I I I �—_ — j ,ERTu•OEu,FIOn�Oh was ZI -1.16,It:6am69 '1------ -----1,------- F Jj- woI l ISAAC-RAE I • "� I 430 MAIN STREET D - - — - - - - - - - - - - - -- - - - D GREENPORT.NY 119M — — — I I �W I I'�—I T.M7-2TS5093 E.c.,@i. E - ------- ---- -- ----- -- -- ---H--- ----- - E N -1- - �- - - - —� — I � 4452 Peconic Bay 1 I I 7" I I I` Ncw CON5TRUCTIOu 9a62 Great Peconic Bay Blva,laurel,NY 11948 -- I F ---_-�----- ——--- I--I-----I --i-------F�---�-I I--— _----- I----J� --- - - F � —`� 6..s„•� I I � I I I I I EDFNEIy I ' I I I`+� I I I I I I I I •� 4 a ---- ------ .� - -KEY PLAN 1 2 3 3.2 3.8 4 4.9 5 5.8 6 v4 PLAN NOTES: ';EC NO FLOOR LATERAL FORCE SECOND FLOOR LATERAL FORCE RESISTING SYSTEM LFRS RESISTING SYSTEM(LFRS) I. DEIJOTE55iECL MOMDII fPJaAE COIINECTIOt: SCALE:I/4'a I'�0 . 2. SW m()fNOTF55NEhRNA1L.5EE511EA&RL5CtIOVLLL5Nf. �e 6 002 FOR 5NEATNING AND ATTA"MENT UQUIItfMENTS.3. O CENOIF5 511A?5ON N05D FLOOR TO FLOOR NOLD.DOIMJ — ®5 DRAWING ISSUE ontt =Lssuco ion 4 DRAWING REVISIONS I I — _ I I I ,Nnr,aa% - I��I I , �Y.-•,c.� ---- I I C—T—I__h—I--1-1— __ _ — __— Eginsemg Ser zes,P.C. +T J A.S.rnL +e rrave;nmMir/c�xcwy 16 ra—__ ..�.-�....� - _ I ___—____. _ r on.vt:..suiTEz000 I I —1 E NEw Y we NY I.aNsvnLE NYti9piESIO F95>n FLORIDA BO%e,9 0[LCV•-��iG.l�—�-- ' TEINA CEIA FLonloq N359 SECTION A—A QYl1P n- ,4 F0.Y IOal19]SU)Lu 1 Q Q Q Q Q —/temu I I I I ISAAC—RAE Z,Nu.elw neran ery s*rN,e.ua , 430 MAIN STREET ur✓....no ._ _I._.._ ____._. _ ..., _ _ ._ I__�\ __ I .. _- .. .__.I_._ __._..—_.__—.._._ ._ GREENPRT.NY 11934 ���II�'}{1I _- T.34T-220E097 E.Gay®iseacva—0 ,n• —. _ -._�__—_ ._ _.. L111111It �r'NN, J q I 4452 Peconic Bay 4452 Great Pswot RaY Blvd. Mel NY 11949 , r — — — I IR-02 7 I , ,rrurto uatm�ars I _ _ �� r� s�ow,a5• \`N T. 4. wi 4 SECTIONS vwrroonl, �n.,r no".v N. SECTION nB[B a S-200.0 1 DRAWING ISSUE NO. DAU D FDa GENERAL UNDFRPINNiNG NOTE5: s i0 ' tn• roesl•Au wl+nrv,Im ul RENv<uT rraAsaa OE mf N�Bnlclr race. ° __—_ —_ HL fOUxW.UOIfi A•IU eAxlnn^RKCreFARGI55nnL:nt I2VCNn[D IN o<LOvOUKe rmH in[vfOJiEBrira,O^m[rm:nul:nlx4 r F LONE A1EIwt5.WnpIYU AND SL'x✓3`:AG:OVnnG ThP roJNc.nCM AHU FARm:roaf,/SF.55.NxLUf PiDiiQ[DnNU WOP[wY D - S.BOwN43.CFCAv4iiC�vn.I:'I.AxU ue:DEFFua:we Gr2r:.rwrF ARo SUBEC,10 CpnRWL0 n15RLnORs. -__ _3.rLl6,M M tl. CR m 'n ]] MH 5 m -.. 4; R --_ I G e .r0 cr Fs eeAL ca..Iw,cloxrAD --� DRAWING REVISIONS Ara 51.B2 aAAncw,•rRaRroxo - � DA7E aFnsloN e'K, ctroROrERzNfSn,ovNolcKescviprtuxw..cad�ru s,s llxroN0itc rLsc:!.1l1s1wL0 rin0 Lrtfn:eloORv uLrOw aO:IRD roIVJ xpo,rvr✓4 s[GMAer ATNOS xfn wC. 5>MVEU tlrint tuG:IteRCe Amum an/a e<ex P�ROViceu Br Arc,Aura sm ro m�annce o�Auxor.Dnm�:�LotsAw•nu:.cs�r+o seRv��r.fanuries.nnov _ - o rw ur wr L a —n PR rt rc O ea..ure—G4ATE fN..V u A,axSi rle,/yHUfknrvr x4 Vi/A15 Ux,:COxf�R.[D Br the CmNDFP.ibl,LR4 nu'JR.. /0OmesuAaBCNO.FHµWLIGll,earn[ievnm .:xtN.WIIUe5,=fr:ex srrnr=rn e•aAr ze oarsSlwrrccnxc wr.Rtrn tirl UIIIO:MD2Frfru m°rs:DDfsl. /rRnxR MIUL of ANInL'Re or r<A;amexi amz LCl D.vnr=A,u.n,rnolr:eH5wnlr. . . S.AD. IL51LDUBff2f55U'I-ATRON,U \ r•u�c ortoeermt eoFxuawm 6C F f D[Y/nrzr re5r1e f9:ORroIXCF•/ARGI.V.CAI nIOrlAAY / r C fG H °'G ILV, 0 0/e WAI[R1—LE ht r0 eu S NCR IT11 W.a=..ro. I N r.SUCNi tine V=P.=[OrKeWm -vem cu fM AY — �\ yy \\ zo l°,« - '� EFrla,r.Drrseam aJE;lrurrwtu ur,rsar,L �. '/ fr ///\ R A.S.Engineering S ru es I ,PC EXISTING FOUNDATION UNDERPINNING 5EOUENCC .I nai /`'y\'v • /\�-- . I. 5TAP.TING WITH 5EGN1ENT5`A'ONLY.DIG PITS W O'WIDE tv IMUM,51MU.TANDOU5LY PLACING Ati[mac NRDi«to-. \ \ \��\ /\\\/ .✓.gIGIIxRUItD xnxy tY630 yF B REQUIRED 5HEETING AND EPAGING.ALL PII5 TO BE 5U!tTED ON ALL FOUR 51DE5.PACK VOIDS J/�/j,//// // �// NEYIYORKNY'S0IressB M WELTJ 511LE TING AND SOIL:'JI11150 L CEMENT.LEAVE A MJNIMUrvf OF 9'-O'OF EXISTING 501L EETwEEIJ PITS. LONGIs AND 2. CLEAN BOTTOM OF Et15TING FOOTING AND RECOMPAC'T DISTURBFU SOIL AT DOT10M OE PIT mw HDo DUFFYAVE..SUBI E 510-a M TAMPERS(APPLICABLE To 501L ONLY).COLAVACT TO 95%OF hWIMUM DEI45ITY OF SOIL.L055 Of ...0 r0_n:,...eNAn�II CRSN .rvv I I GROUND 5HOULU BE KEPT TO A MINIIAUM BY BACK FUELING BEHIND THE BOARDS WHERE AND WHEN FLORIDA. P05515LE WITH GROUT PUMPED INTO V0"". PEp aMOxE10 3. me CONTRACTORSnAL1 n+STALL ADEQUATE LATERM BRAONG 5r5rfMi51 TO PREVENT MOVEMENT ILL A TYPICAL UNDERPINNING 5ECTION rn a°alDn xzsD THE EOSTING 5TPJICTUREIS)AND THE NEW UNDERPINNING If NECE55MH. 5,gfp -Ivy T A. POUR.NENCONCRET2 UNDERYINN NG FOR SEGMENL5'A'.WAITUNTILCOJCP.ETEATTNN55076OF �J vlDry DESIGN STRENGTH BEFORE MOVING 014 TO UNOERFINNING 5EGMENT'W FELL OOD 5BD0359 5. FOR 5EGMOr,9'W ONDK DIG Pfi5 4'.O-,MAXIMUM WIDTH.WITH REQUIRED 5HEETING MID BKAONG. ANC VOLN B�orex G. FOR 5EGIAENT5'W REPEAT CONCRETING,CLEANING,AND COMPACTION AS DESCRIBED IN NOrE 2,3 AND 4. 7. FOR 5EGMENT5'C',DIG PIT54'-O'MWIMUTA WIDI.,WIN REWIRED SHEETING AND BRACING,A5 INDICATED ON DzTAIL5. B. FOR SEGMFNTS'C REPEAT CONCRETIIIG,oEFNING.AND CO:APACTICtJ A5 DESCRIBED I1J NOTES 2.3 AND 4. v IL—/L p IL 9. FOP.5EGMBIT5'V,DIG PITS-1'A'MAXIMUM MCC,Will]REOVIRED SHEETING MID BRFLIIJG,A5 Aow ISAA V C-I IE INDICATED ON DETAILS. _ 10.FOR 55GWRT51D'REPEA.TCORCP,ETING,CIfMING,MID COMPACTION A5 DESCRIBED IN NOTES 2,3 430 MAIN STREET AND 4, _ GREENPORT,NY 11934 11.I'M RE BOTTOM OF ADJACENT UNDERPINNING PIT5 ARE AT WFEREIR EILVATION5,DEEPER FN 5HML - T.347-2768093 E.clay@Iwacrae— BE RIMMED FIRST. 2.U111iINNING PIS CLOSER MAN 9 FEET APART 5HA1-l-NOT BE EXCAVATED AT THE SAME TIME. . 13.WHEN UNDERFINNING ROCK MATERIA4 CONTRACTOR 5HAL TARE PRECAUTIONS SO AS NOT TO rarw,10u vul FRACTUREROCR.UNDER ADJOIINNG SECTION OR DAMAGE CONCRETE ALFFAD'f POURED IIJ PIACE. �� w� \ .muswxars.newrA�pwe Fewarvmmex -erar.cp4rt,e rO..mu /� _FtlurxLAi�tc As `.'.._., • ri,a..Nsu NA,Ew4 \/f� B[[NlEva s.Aa : 4452 Peconic Bay .12 Great Peconic Day BW,Laurel,NY 1I— R9 Pr-2 x" •' ///�a• �e1"11\`\ O I U © C� C� CBS U UI C� I CBS �� �'��Sy\��` V" E - 31 UNDERPINNING ELEVATION ELEVATION NEW CONCRETE SLAB AT UNDERPINNED WALL I ____ \ `✓u ogle.03QOQ4 5r1a \ _ x Ii e.irf•IJu[u 0r yr UNDERPINNING NOTES AND ewc.i0 an:.,crrn rauF DETAILS UNDERPINNING PLAN ----- S-300.00 DRAWING ISSUE -.to. _"T[ Issumro9 ° pCHOfL9 x:1AS°b'UI'SPbCC. yyC' _{/// ° 2.VEP,iICAL PYvuOR 1M 1AI' nN PORLUP,tt. _• • •„ • " ° N 5 • ---- p�RNER BnFS PAAv UCVieD IIJ U.O'r,00YS ° • . V f` • i DRAWING REVISIONS sm Nucv 'N r • • 4 N wrF RFvamx " nl COIrt�AGTO 5 2 _ M STLPPCO iUUS: 4 L 1 i 6 ---- _K -._-__ WALL ]G9TD a11D'Sl�ILTJRALSUD➢ T _ 111—M 11 r ortE secr,ou [� — _- ; ° ° a •• -° j •� �¢m��ow•wtuu[coori ucNw zo • 4 P :/ r/ ° a •. • Cw [np!neerin,g SoMces,P.C. w ATNEwvORRCRY- • UJ,UTAN>1 BEH.'D .lu cram OPTION fTG rAAr t_-__......_..... � ¢ur Cr:i:r BY.SrCPYED Ind: ' -r—nrtD1• �• � xWOEwvFrNnuE.slurE:000 �-� [5'UDB.fT45.Tr4nOC beM.lS -FLG RUArO•LUAL•Ji ou xr WALL INTERSECTION REINFORCING / 1 TiP.REINFORCING BAR CLEARANCES C TYP.STEPPED FOOTING DETAILS wcr°L� svLLF .Y iM}SU -Fosm Eelo R2,o T RRACFN.ROWw NC'A RroNE, -POR 11TICAL RtiNi. a Ai°"NING,Ee P ISAAC—RAE revaL: uxr ONe.SCE 439 MAIN STREET / BCncIUUL[ GREENPORT.NY 11934 T.347-27"47-2786993 E.tlay®isaa SCE r:Ort I. _I-,_..-I-\I\,ram I /-II 4 I I ,1_'_ ` '.\Y/__—'..-'-r •` .• .. ¢R•n�r,¢x..wr.w.,.rn•r - IIIY111-1 �\ ,_. •. P:�., -i I UI \ r1-Ulr, -r tl nl-rrb�\-r tu-,.I 4452 Peconic Bay -Sf-i illy r/// Illi_I-IJ �4==r \ 4452 Great Poconil Bay BIM,laurel.NY 11948 \mac-I-r --i �q :; DOOR PE \ �r WINDOW OPENING � /' - . . r Pm•m:•: _. \ 4, -\ OPENING ==- -rr 1_I->-�111-!-I,®a-!-1 a-,-t =III-1-�`v/�JII.L1_I-� 4hr•N. EOF NEWY i_I IIII_I qO,�J IIIL I 4-n com LZ EaLn /?--I OPPNING OP, _J PIPE J _ II. r �/f'I r\`IIII I I --- rrr--I-rT-I UNTEL SCttEDULE _ .•S aDln 1'r Ea4n ro4 _ _ `D'OCOf OPCNING OR PrPC y _IC_- w rE: aaro.:4• I�uJI P anDE,vortA:laL norvo"re.L n'Ib\¢RrraL Hors LauaL rDlnE I, ar.,LRu'wRs rE=en:uaieo Ar oreu'I.e,r,ur Fern sroe. u u n;Glt lnrtRREwroRCTo w4LL5 cm 51AD5,PRwia O%L 151Rc¢ uo ra °"°'Wrzo24 2 UYCR OP ACgT10Nn1 RCINEOPLII:f1 AT OPIJL. ���'],1G --r-- NnTCREIN'WBN nTiOr.wnePi OreNING n(UaCEM TO wnItG _ - u.• Tx STRUCTURAL DETAILS D TYP.ADDITIONAL REINF.AROUND OPENING AT SLAB OR WALL / c TYP.CONCRETE LINTEL DETAIL / ' `TYP.OPENING IN CONCRETE WALL o-M�N• -301 I'P.s -301 I r.6 -- -301 i9. S 3®1 DRAWING ISSUE H0. BALE LSSU nIN igRr.MirJx wal � _ �� Wf1WNalv.Hl ar Orv.•RIG . • i I I♦ A;� W.•arrG �_ —_cLL :L I. - r, wtr•IetnrvJ,. // vtna TOe A'�G;I _ I __ .,1 •s/�� B` rcra 3.tt xO DRAWING REVISIONS ,e %%_-1 B G 1P•G mr w — A.N,N w •, ��— ,Waal --- w:.rPLeBr.:, rrt r„ t AT[SNfI++•OR"Yi4 :,N . ur,wufincPir�cA / �° lows A,r.ur rru"iirla�e �_,_ tiaNnlioFLria i/�%. A - % —- wAr — „�rwA,.� ,li%� � - . • I� %i�i•�n ,.�alrB s ;a j /.:/ ---+----- --- ' [,rlrz�dr«'� c/i � " /•��_ _ -- %. rcw,.clrBABc LL 1< '; /;� • //`// °l.,.r.(,r., A.S.Lngin^_er;n2Se;rctsr F.C. ,.�.-. //:j I T ��`. o.murN.n.. y�• .. srrr rc;n... `/i/;� - /< Ls;,.,.mncv:rc.r,dr.�r=.:r.:As,; ✓/j�- �j? ro.:_verr�.narn.. rrcrrrerz //:Y/j//�/:"• t. ;7//:. •• ///` vorrreem: w.Wlswc•mwn '-//<;.('':%�,/:•<.•:" `/` ;%�`�"i ./ emnFlNnve.sm,e3000 .a,. 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T-2]&509]E.dayay @isaa • // A/ / rtAnevcxTT p uunrc t'f \\ VAvO"ygNVJLv vruu,m°nrn �COlfvnGrfB A.B.C. 5AWCUT JOINT PNn° 4452 Pecon c Bay 4453 Orcat PewNc Bay Blvd,Laurel,NY 11948 a[ uYw, .CU'R I• .rr °A raw�. ttr al I rwMrOYr „ -- f 191 [a »rrt c°3NC. -B a�2YIB� [wrLR Wµ,e H° 0CN,a,e F,rAo t—.,_ waysral r+-rs�� roma<a N_IN, IR-0Y \ I J .=+.—N—A�\ run.w5 1 r %�'.ya r1�� � •Ar � H a J �/\�/'�j"�� J,A � -\��\,:��� iii wo ni c�l:n 1\Y .� ,�,yvs v,�y� i ,�>/�ii�ii, �1 1,• :�j.i/i,. ;\i�/i.i�. ���- BAHwL, °� �., . .•�y�/i'/TU%/ _ rr. �. � .�� 8• 'L1 .,. '✓/j��� \ ,�rcw r..vAwvu.z _�;_c,. _ F rcorirAcrfo ne.e - -- - --- 'y Y��ti °-F.z;yl` c, 16, C.I.P.JOINT ;//nl✓ /i//./:/ 2�/,�</ BN car c rro.c. _.` \/\�/��:•-��/ //:/%'.,=�\/�' ' o�iJc�W°lin lo.�z r�nne�n°r.li nco°.cvi115 NAN, /�✓/////�/\ ✓. i1/ z.wnul ICLwrAr Jo NT sELureG,1Ne BVB BNAI L Tl.nneco u u>ur N'..511:rs Donn NN�YaB /%✓��/`�/ y///%• at.crunur rw.reNr. ,'cwrnu,,ro A.ne. AT I'll eurNP 11r —1 AN PPe 1D 1.ee 7/�;(/�(!//� �•yi; oanorza , I.APPPOVfB BeiGN 1NIL Bf KCd• Ll Ar --- __ _{[zfane Ilru Or lnf Aeuvf;Uxer„r't5. STRUCTURAL DETAILS 4.Iw91fPf'5AWIOJOINr VAILBe LCri FtHMANtNNYPl4 OTO V1fW ri'LrIILJONIr PLUSNWr11'tLf"BLC!iC<LINGAIJ.IOUND. _ C - Score:ir-I�-rr - t-30I .. -- 5-302 —--_---- S—3®2. DRAWING ISSUE _ Ksumwn L - o - --- - �, — „I DRAWING REVISIONS .rrrr_tm ze-.ca,ro lc De ' nlru•.N`oi� �z.esxwole•D.e. —Dnrz _ Ir.�feuoNcncLD,re� �'j� ,—ae snowuL ezrolro orcw F.T �I .� ls. ,wlrr.,Le<lan•. ^a o.a nwau.'Icinui� '.e _ = — �/ w,ztl I re SnWII.6 N,D.,r.rv.% �� II �•5� <U'rt,C.I.h4Yg0GxM1[�\ [art yr P<t(.X1D rum 5:pgrnrt.. Mit�l�.l ,Sf,YLrS r,f .w7WYD.� YIL (,�vraD4v.C[ li __ __ r.l¢nfntrnct -_ rt,:x dlcx.D.�Dr � I 'I Grr�.,t,a.,t C �.� ➢�. to curt. xanmmm A-S,EnglnaoIing Scrvlces,P.C. E�D.xr <nE ow NEWvoRK Rx.NY NY ,`j/�< • �.r �//� ,rn[Svp'n+SdD '�/i; r<u.um NG ISUNO: A - .3.t ro niCK6lnuE.NY�iS Eslo.rssza ERNA<EW fLONIDA Ntb NE A H.5.5.COLUMN TO FOUNDATION WALL 8 cN C..lmn xame9. // WALL 4 FLOOR FRAMING TO FOUNDATION C WALL 4 FLOOR FRAMING TO FOUNDATION �DSUDswa, \303 -lu f�..�-}—..u,t:I• Ia - _� 5303 nppun:Wxvn4. ISAAC-RAE 430 MAIN STREET -GREENPORT,NY 119M T.347-27"093 Eday@iNN,w . „,r DI«° \� ro,t m sm..L. oar. Icwv a `� u,DL .r a.aD asrx iQE111tID. 4452 Peconic Bay �Dwwu —T.1.1 z.eNwD-1 nnsl eDcw,.n _Z III y✓/./'Ji •./�\/�`f� \� �i:�j✓/�f;1 _ ,tom"/�/�,;.... ,//i\//.< % ✓ %j. .nRGDR .7/� / i° .,•....,.full 7/j�, x,.•<IGII j//j r ..TLo.w.L /� � a:li�oe..� ,morz4 AI STRUCTURAL DETAILS L_V TYP.WALL TO FOUNDATION HOLD-DOWN DETAIL_ / u LVL BEAM BEARING FOUNDATION WALL 1 l\� @_ CONCRETE STEPS AT FOUNDATION_WALL �2p ./(fin [p^pp \5303 sfnTE.I�`Iw' 303 Swe:I�.I•.v 303 .I-I a ��V®V�V DRAWING ISSUE DnIE M-- DRAWING REVISIONS -NM D— I RMIMI rr LIL Ar' T 114 171 &S.rngincerinq Somices,P.C. 6—IrTHAW NY. — X' W 12 BEAM TO H.5.5.COLUMN "MCI"MOMENT CONN. B W 10 BEAM TO h.5.5.COLUMN 'MC2'MOMENT CONN. C W5 BEAM TO H.5.5.COLUMN "MC3'MOMENT CONN. L.. Hc—HY11801 "TaC-RAE 430 MAIN STREET GREE PORT,NY 11934 T.347-27"M E.d.y@i—... 'T Ar r,.wti� N i NY.��D.:,n , - \_�I- �]� .—:,,ava.�..x,a,.,x��E o.,mr,�a CONN..11GLE5 4 WLI 5Cl1tuuu 4452 Peconic Bay 4452GreatPmonle Bay Bi,d,Lauel.NY11948 2.. IR�2 TI HE 5 TT 3..'L T, �4 TOP Of COLU4114-R)f Of 5CAM COLUMN C0'41`04UFS RiKJ FLWK 5RM�R rLT,I BOLT IlDlff (2)SIDES OWWA zil. ogxvglm COLUMN TO 5TEEL BEAM TO 5TEEL BEAM CONNE STRUCTURAL DETAILS 1) 5TEEL I COLUMN 5TEEL BEAM CONN: CTION j.4 1.104 S-304.00 DRAWING ISSUE NO. 9X—---FSS—UEDFOR 3 tt r..61 DRAWING I�RK 2 sill Zll`.l 1 7 A _EL_qOp FRAMING @_ffTIfPlOK WALL B FLOOR FRAMING EXTERIOR WALL, C'�FLOOR TO FLOOR�14 PWALL END -Np rl)`�WALL FRAMING TO LVL fLU5H BEAM A.S.Engineering Services:P.C. xbwvORK NY LONG ISLA :�OODUFF J—.Z-510-8 JC Tj%-210 —11F.111 P- 2:1 ISAAC-RAE 4W MIN STREET GREENPORT.NY11930 T.30-27641093 E.d,y@im 'A -.-N-7 O'i — 11 J015T5 PERPENDICULAR TO WALL J015T5 PAPALELTO WALL J015T5 PERPENDICULAR TO WALL J015T5 FARALELTO WALL E 2.PARTITION WALL TO TJI FRAMING 2.PAPTITION WALL TO TJI FRAMING (j6-\ P­ �PTI.RON WALL TO TJI FRAMING H)2x PARTITION WALL TO TJI FRAMING MING 4452 Peconic Bay ��05 IR-02 it f .� �I i� I ILI \ —_\�eu 1 r 03120a" M.SCE l.Utn:,,,Prs+. 1Wanv14 flAi[ Pu,.x,P•ur _./ ,Ywrl fUxa ur,tx rrt. 12r 2..,CUxr.rCrPNr. _ _ ```—x,i`+rJJJ --_— __.— 311 ST�UCTURAL DETAILS am nw J LVL BEAM TO STEEL BEAM K TJI JOISTS TO LVL BEAM TJI JOI STS 11115T 2x J015T5 TO LVL BEAM FLUSH HEADER BEAM @ BEARING WALL 5-3!V saos -305.00 S DRAWING ISSUE 7 DRAWING REVISIONS _DATE ___RMMN -3- DEAM PERPENDICULAR TO 2.WALL BEAM ALIGNED M&WALL LOAD BEARING HEADER Q OPENING FW5H POWER,BEAMP,BEARING WALL FLUSH LVL BEAM—@ BEARING WALL rC Q5:306 A.S.Eng!neering Services,P.C. 030—SU- --Ny —c lk 1.141—Y' I'M­DGUMF F El.—A Ml 11— 2 PLY POST 3 PLY P05T 4 PLY P05T ISAAC-FZAE 4�01MNSTR ET GREENPORT.NY119M T.U7-27"093 E.�y@i— u n.,!. rw,z 5 PLY P05T r PLY posr, 4452 Peconic Bay rD 5H[AP WALL HOLD DOWN TO LVL OR FLITCH BEAM (:E'\5HEAR WALL HOLD DOWN TO STEEL BEAM 1�'F BUILT-UP P51-P05T CONNECTOR DETAIL 4452G—PI—Blybivd,L.—LINY IINS IR-02 v.T--1 STRUCTURAL DETAILS G 5TAIP 5TPINGEP5 TO LVLBEAM 5TAIP LANDING TO FPAME WALL STAIR 5TPINGEP5 TO LANDING FRAMING (—J 1 5TAIP 5TPINGEP5 TO FLOOR FRAMING S-306.00 DRAWING ISSUE 3- 4- -1.b F DRAWING REVISIONS Lr iKi 6 (-A FLOOP AND ROOF DECK PPAMING TO 5TEEL 13EAM ROOF DECK AND POOP fRAMING TO 5TEEL BEAM ( �C POOF PRAMING TO 5TEEL DEAM 5307 ICAII:I I za A.S.Engineering SeRices,P.C. tIEWYORK-Y sm- 2,w, HIC—LE MYjRO L1,7 W-UA­1,EJI-.FL XT A uK6:L•O.0 IV '9;XC-RAE it JM �30 MAIN STREET �J- GREENPORT,NY I ION T.34 7.276-6093 E.1.y@i--. (�5)ROOF FRAMING TO WOOD FRAME WALL CE)ROOF FRAMING TO WOOD FRAME WALL F STEEL BEAMWOOD PACK-OUT ANDIOP PLATE5 rG LVL BEAM TO H.5.5.COLUMN �07 �5:3V7 3 P� 4452 Peconic Bay 4452G,..IP..i.Boy BiVd.Is,,,I.NY11948 1-2 21 .lot. nCMT.,—M 032024 STRUCTURAL DETAILS FLI-15H hEADER AT 2ND FLOOP FU-15H HEADER AT 2ND FLOOP AT HEADER BEAM POOF FPAMING AT HEADER DfAM POOP FFAMING S-307.00 nook+ ®®00000®o®mm ® � 6 .� =mi _ E ��� ► ��� � � �,� '� �ovmm®®moo om®®_ t ll WIT m r, i� ..��m ;�:: '�'�► / - Q' NOTES i J 2 DRAWING ISSUE Oz 'Q/ Y ' N0. DATE ISSUED FOR 1� 9/11/2023 ZBA APPLICATION „ , 2 11/03/2023 ZBA APPLICATION REV.1 3 4 2 6 xtp O 7 _ VEr g 10 12 I Yam, DRAWING REVISIONS NO. DATE REVISION ZNM All tv' 2 z4 y.:;fit 5 6 tff 7 qi KTM 8 r g 10 3 3D 1 _12 THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL MAX BUILDING OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR H I EGHT '=y TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPI -ABLE CODES AV ROOF TAX LOT 22.1 ' f 1 11— — r � �. o� � Wes , 46 - 4 A 3 Designer: I AN co SAAC RA E '+ § C o N�5$o, �o � \ 430 Main Street Greenport, NY 11934 — — + _ o � ` �. — -`� 2ND FL. 52 \ z o r N 35' - 2" x, T. 347-276-6093 E. clay@isaac-rae.com O N a - - - - - — - _ TAX LOT 22.2 �b O f Applicant of Record: o 1 .4 I -� 3 � GROUND_FL. - �. ' AVE AGE GRADE 1 n00 s. r'02 a• 3r BASEMENT _ , BA 17 1 1/16 i — =1 11= I — — — — — =1 = I = 1= a \ �— —► �, \ Receive' ; III—I III III III ill L Ia rn w NOV 0 9 20 1 � SKY PLANE DIAGRAM ,` 23 � "l -1 .. 4 z. , Zoning Board of APPeSIa PROPOSED HYDROACTION IA WASTE WATER TREATMENT CENTER1-�- / Y / \ r+i a 1 ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN � '_ � PROPOSED GRAVEL �T 110 0 0 128 04 2 2. 1 8� 22.2 \ // I c — o � DRIVEWAY TO REPLACE ARE THE PROPERTY OF METROPOLITAN BUILDING CONSULTING \ f XISTING GROUP,PC. IN ACCEPTING THIS INFORMATION YOU AGREE NOT �� ���o� �� TO REPRODUCE OR CONSTRUCT IT IN WHOLE OR PART PROPOSED 1 STORY ADDITION OUTSIDE / e \\ 8 / WITHOUT THE EXPLICIT WRITTEN PERMISSION OF `� OF EXISTING HOUSE FOOTPRINT —► \' o° - - A — 'INE OF EXISTING METROPOLITAN BUILDING CONSULTING GROUP,Pc. SITE PLAN FOR: 4452 Pecomic Bay Blvd Laural, NY , STM 1000-1213-4-22.1 & 22.2)i ZONED R40 / + ARAGE SOUTHOLD TOWN , SUFFOLK COUNTY, NY SITE PLAN BASED ON ASURVEY BY KEN WYOCHUK 10/19/22 t1 ,� / PROPOSED 2ND STORY ADDITION OUTSIDE I -- , �� LIME OF EXISTING Project: OF EXISTING HOUSE FOOTPRINT - ►® \ , OUTDOOR SHOWER p INFORMATION ALLOWED EXISTING PROPOSED 4452 PeCO n IC pa PROPOSED 2ND STORY ADDITION ABOVE E, INE OF EXISTING ' Enter address here LOT AREA 45,296.23 SQFT `\ ` �` ` EXISTING HOUSE FOOT PRINT �; OUSE LOT DEPTH FT 559.55' �� \ ( �� �� 2� \ I ` V A ROOF OVERHANG ® (Project No.: LOT WIDTH( (FT) 80 52' � � \ LINE of � \ � ��°� � I LOT ARE BUILDABLE MINUS BLUFF 41 ,546.75 SQFTEXISTING 5 la — XISTING SET BACK TO I R-02 ( ) 45.g �` \ GARAGE -100.0 �EMAIN Seal/Signature: MIN. FRONT YARD (FT.) 50' 198.8' _ 138.8' - TO g•5 - I REMAIN V �• f�r . 40P OF BLUFF Y MIN. SIDE YARD (FT.) 15' 1 35' 9.5' 13.1' 18.58' 13.4 �5 UQ ` 4 UNROOFED ENTRY STEPS �3� y - H> r� EXISTING WOOD AND m MIN. REAR YARD (FT.) 50 50.8 56 `1 \ �, -100.0 'p tirf4f "(IIyINYL BULK HEAD lY ?'r��" 1 ,irn✓✓/ ,G Y � N MIN. ACCESSORY SIDE YARD 10' 2.7 38.2 2.7 38.2 PROPOSED SIDE , EXISTING WOOD JETTY YARD SETBACK MIN. ACCESSORY REAR YARD 10' 3.3' 13.3' ALLOWABLE COVERAGE :20% 8,309 SQFT \ 6 EXISTING SET BACK TO REMAIN o. •' �. ? ` 3 168 SQFT i 13 TOTAL EXISTING COVERAGE 1g.5$ w FIRM ZONE X PROPOSED 2ND �\o . FLOOR SETBACK( S FT TOTAL PROPOSED COVERAGE 796 Q I _ 4 5 � IF!u0 7eLci copy from ZBA F•'lna9 reVIOWed dos ant:f; -100.0 ZSA Fite .-X ~7 ALLOWABLE GROSS FLOOR AREA (GFA) 5,177 SQFT /y! o V EXISTING REAR YARD SETBACK /r, 1\4j EXISTING GROSS FLOOR ,AREA (GFA) 1971 SQFT �- � Date: Scale: (� 1 EXISTING GFA GROUND FLOOR 1971 SQFT cc AS NOTED EXISTING DECK OUTLIINE: Drawing Title: Q 2 387 SQFT `� >Y% -s r};'' �� L PROPOSED GFA GROUND FLOOR , \ EXISTING WOOD STEPS \ / PROPOSED SITE PLAN o _ 20 SIDE YARD SETBACK N 997 SQFT `, �� / 0 PROPOSED GFA 2ND FLOOR EXISTING SIDE s \ EXISTING WOOD JETTY YARD SETBACK N TOTAL PROPOSED GFA 3,384 SQFT 15' SIDE YARD SETBACK —►�` _ J �� Drawing No.: N \ \ \ NLots up to 80,000 square feet of lot area:5,100 saualre feet plus 5%of the lot area in excess of 40,000 sauare feet up to a total of 7,100 square feet maximum. T 2 ZONING SCHEDULE _ PROPOSED SITE PLAN - Callout 1 PROPOSED SITE PLAN MIN 3/8" = 1'-0" 5 1 : 180 j 1" = 30'-0" - . �.., NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 2 3 4 A-301.00 10 __—I I �— I —�— I i I a —I I I I _ — i I— I —I — I II 11— 12 DRAWING REVISIONS NO. DATE REVISION I I ( —I —I � I— ^. _e '•- -.' P,- e " '- - ' - c �� �,`€ ��»tr,?£8�",,.,P���.�...�?:.4��..,}r:;�'r3 r, 1,1..�=::',.x,t�� t: T...,,39",',. z �tb�+,� �:^�:'^ I I—I I- - _ _ — I I I FI - - _'- I I— I I—I I I I 2 3 7 s � _ PROPOSED BASEMENT 9 10 hi I E,t ( Li I THIS APPLICATION IS APPROVED ONLY FOR WORK EXISTING CRAWL SPACE INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL _ T4OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN e ° Designer: i lAil I SAAC430 MAIN STREET IAA =1 = a a I uPi i , �`313f GR ENPOR, NY 11934 — I T. 347-276-6093 E. clay@isaac-rae.com P11 Applicant of Record: —III— 11— °�� °k \\��w "u — — — Isaac Clay Coffey NYS LIC#039767 ,-I --I m — I— 1— r _ 121 301.00— T. 347-276-6093 E. clay@isaac-rae.com EXISTING CRAWL EXISTING FOUNDATION WALLS TO BE CONSTRUCTION NOTES: I. INSULATION TO MEET OR EXCEED NYS ECCC 2020 — =a�i= _ REMOVED AFTER PROPOSED WALLS I w %' POURED —I ENERGY CODE KEY NOTE A-300.0 _ 2 &� - 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED C-01 PROPOSED WALL IN HER'S RATING C-02 PROPOSED P.C. FOUNDATION\WALL 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER = _ I C-03 PROPOSED DOOR 4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR _04 PROPOSED WINDOW C GREATER — — 5. FOUNDATION WALLS TO BE INSULATED TO R-10 OR C-05 PROPOSED FLOORING SEE FINISH SCHEDULE _ _ EXISTING BASEMENT I I I— I ALL DESIGNS AND OTHER DISCLOSURES SET FORT GREATER � H HEREIN C-06 PROPOSED PLUMBING FIXTURE SEE SCHEDULE 6. FRAMED FLOORS TO BE INSULATED TO R-32 OR _ ARE THE PROPERTY OF ISAAC-RAE LLC IN ACCEPTING THIS .Y`. � � —_ INFORMATION YOU AGREE NOT C-07 PROPOSED STONE WALK WAY' GREATER 7. SLABS ON GRADE TO BE INSULATED TO R-10 UNDERf'- I— ( —I —I TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, PROPOSED STAIR 1 I = � °��, � WITHOUT THE EXPLICIT WRITTEN PERMISSION OF C-08 SLAB. _ ISAAC-RAE LLC C-09 PROPOSED WOOD DECKING C-10 PROPOSED GLASS RAILING 36"TALL RECOMENED INSULATION AS FOLLOWS =1 _ Project: {: 1 t` — - - C-1 1 PROPOSED SKYLIGHT — n VAULTED CEILINGS : 4 SPRAYED CLOSED CELL C-12 PROPOSED ROOF ADDITION p� CONTINUOUS INSULATION R6.5 per inch. WITH L fin �.�.52 �e�'®1 !'C Bay C-13 6 MILL EPDM ROOFING PITCHED TO ROOF DRAINS ROCKWOOL R23 5-1/2"for total of R49 =—I —_ 4452 PECONIC BAY BLVD C-14 ROOF DRAIN MIN TWO PER FLAT ROOF SPAN WALLS: 3" SPRAYED CLOSED CELL CONTINUOUSE — I LAUREL NY C-15 ROOF OVERHANG INSULATION R6.5 PER INCH. WITH ROCKWOOL R15 3-1/2" ' � �Y FOR TOTAL OF R34.5 Project No.: — C-16 PROPOSED LOCATION OF PLUMBING VENT • FLOORS: 3" SPRAYED CLOSED CELL CONTINUOUSE II I I— IIR-02 C-17 PROPOSED LEAD COATED COOPE ROOF SCUPPER INSULATION R6.5 PER INCH. WITH ROCKWOOL R15 3-1/2"FOR TOTAL OF R34.5 I —I I I I —III I I ;- I - Seal/Signature: • SLABS 3" EXPANED POLYSTYRENE INSULATION FOR R12 PROPOSED PLAN LEGEND: 0 PROPOSED WALLI ' —_- - - - III — I— .,;:'., ,..�-:'. .F .� ...4.z.�, ,.l ,,,:�„ lz ag- ..:;_,. x x 4�,,�4;`{�r"`.Y,. :.'j ..,,� ,..is •. ( (— I I I :.. �.... .._ N \\� EXISIING WALL TO REMAIIN — i -1-Elevation 7'- NO PROPOSED SCOPE — -300.00 I— I- - REcEVe� : PROPOSED ADDITION OUT OF EXISTING H OUSE Pa I I EXISTING GFA GROUND FLOOR 1971 SQFT _= I __— ( I FE =I I I 'I I—III I — I 1 =-1 I I I —I— I Date: Scale: p I As NOTED PROPOSED GFA GROUND FLOOR 2,387 SQFT Drawing Title:Q EXISTING GFA SECOND FLOOR 0 SQFT I I I — �1 PROPOSED PLANS— ;���r rimz3� _�tSnsf rPROPOSED GFA SECOND FLOOR 997 SQFT _I _ I I E_� _---_ _M _ — i — I I I I — I — I— I I— I I D�rawingNo.: III III III III III III-I i I III III-III III I I I 1 1 11�1 11-1 11 1 I 1 I I 1=1 I 111-1 I I 1 I 1=111 11 -I 11-III-I I I-I 11 11 I I I I-I I I-I III Construction Notes BASEMENT 0 i i 7710 STRUCTUAL NOTES: SHEATHING SCHEDULE : NOTES KEY NOTE MARK LOCATION THICKNESS NAILS NAIL SPACING CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD 3/4"STRUCTURAL GRADE PERIMETER INTERMEDIATE SH-1 FLOOR T&G PLYWOOD 10D 4"O.C. 12"O.C. ® DENOTES SIMPSON HD10A HOLD DOWN AT ENDS OF SHEAR WALLS SH-2 WALL 1/2"STRUCTURAL GRADE 10D 4"O.C. 12"O.C. DRAWING R AA\A/I NG ISSUE DENOTES COLUMN UP FROM THIS LOCATION T&G PLYWOOD DENOTES COLUMN THROUGH AT THIS LOCATION SH-3 ROOF 1/2"STRUCTURAL GRADE 10D 4"O.C. 12"O.C. T&G PLYWOOD NO. DATE ISSUED FOR j 1 2 3 4 5 6 SPREAD FOOTING SCHEDULE : 7 MARK SIZE(LxWxD) REMARK /// 9 _REINFORCING S / A-301.00 � 10 F1 24"x 24"x 12" ISO.BARS @ 8" O.C. ISO. SPREAD FOOTING /// 14'-8" 1-2-a 12'-6" / 12 EA. WAY TOP & BOT'TOM / DRAWING REVISIONS F2 34" x 34" x 12" 91#5 BARS @ 8" O.C. WALL FOOTING / / EA. WAY TOP & BOT-TOM REVISION 10 2 COLUMN SCHEDULE 4 AN MARK SIZE(LxWxD) TYPE REMARKS 5 6 Sc- 5X5X1/2" HSS ASTM A36 BASE AND TOP PLATE TO BE , _ i 7 1 COORDINATED WITH �� 8 � SC PREAD- (4) 2X6 WOOD ISO. S FOOTING 1.6 /� BEDROOM 9 2 OFFICE / 10 / LINIE OF ROOF ABOVE \ / 11 / 12 THIS APPLICATION IS APPROVED ONLY FOR WORK / INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL ENTRY OTHER MATTERS SHOWN / OWN ARE NOT TO BE RELIED UPON,OR HEADER SCHEDULE . ENTRY CLS. TO BE CONSIDERED AS EITHER BEING APPROVED OR IN —MARK--SIZE (LxWxD) TYPE --REMARK / IS b / / I CLS. CLS. N \ / (2) 1. 3/4 X 15 7/8" LVL BASE AND TOP PLATE TO BE � oA���V"��\ ����o COORDINATED WITH FABRICATOR / ��0 ` v,,�s ° a � / / ENTRY / H-2 (2) 1. 3/4 X 11 7/8" LVL � / O CLS. / Designer: H-3 DOUGLAS FIR#1 2X KING STUD 2X I / - (2) 2X10" / [� 1 I JACK STUD 'El g I \ W/C \0111 / I S�l®® � 1 ®O QQ � I / / I I I STAIR u _, � `�STRUCTURAL � BEDROOM l '/ \ rM - 430 Main Street Greenport, NY 11934 0il n -276-6093 E. clay@isaac-rae.com T. 347 7 / 71-011 12'-3" DN u u n �� ��� Applicant of Record: STAIRS DWN u u u " I I ENTRY J I M ART/BOOK NICHE / I -301.00 13 11 5'-8 i� 1/V/C 1 / �Z, I / o M 1A\o�70111 / „ p En a \ o I i - - \ O \ CDo w \ 1 I \ Zv A-300.0 2 / i I y \s , MUDROOM . / 12'-211 I w01 / = , CONSTRUCTION NOTES_ I L z �� 1. INSULATION TO MEET OR EXCEED NYS ECCC 2020 KEY NOTE ENERGY CODE - / 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED // \ I I / W/C C-01 PROPOSED WALL IN HER'S RATING / 2'-2" C-02 PROPOSED P.C. FOUNDATION WALL / Refrigerator I / 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER / _ ��` ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN / / � ARE THE PROPERTY OF METROPOLITAN BUILDING CONSULTING C-03 PROPOSED DOOR 4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR I , GROUP GREATER / � r rl 1 11 1 11 ,PC. IN ACCEPTING THIS INFORMATION YOU AGREE NOT C-04 PROPOSED WINDOW / 1 4 -2 3 -6 2 -6 PANTRY I _ / TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART 5. FOUNDATION WALLS TO BE INSULATED TO R-10 OR , I (wj WITHOUT THE EXPLICIT WRITTEN PERMISSION OF C-05 PROPOSED FLOORING SEE FINISH SCHEDUILE GREATER / ! g i METROPOLITAN BUILDING CONSULTING GROUP,PC. PROPOSED PLUMBING FIXTURE SEE SCHEDULE 6. FRAMED FLOORS TO BE INSULATED TO R-32 OR / I w / C-07 PROPOSED STONE WALK WAY GREATER / VLA 2'-6" C-08 PROPOSED STAIR 7. SLABS ON GRADE TO BE INSULATED TO R-10 UNDER /� '� 1,041 I L'' `�. ' Project: SLAB. o ,,, ,,,, 4452 Pic®nic �a 0 - Elevation 1 -b / Y C-09 PROPOSED WOOD DECKING / � � � � � / � C-10 PROPOSED GLASS RAILING 36"TALL RECOMENED INSULATION AS FOLLOWS 4452 PECONIC BAY BL O ca w VD w � N � //� i � I C-11 PROPOSED SKYLIGHT ,� � O LAUREL NY VAULTED CEILINGS • 4 SPRAYED CLOSED CELL / - - - - - - - 1 - C-12 PROPOSED ROOF ADDITION CONTINUOUS INSULATION R6.5 per inch. WITH Project No.: , C-13 6 MILL EPDM ROOFING PITCHED TO ROOF DRAINS ROCKWOOL R23 5-1/2" for total of R49 ,' R-02 /BEDROOM C-14 ROOF DRAIN MIN TWO PER FLAT ROOF SPAN WALLS: 3" SPRAYED CLOSED CELL CONTINUOUSE /� - l �. 1Q(q C-15 INSULATION R6.5 PER INCH. WITH ROCKWOOL R15 3-1/2" \ "' OVERHANG ABOVE ;' ` Seal/Signature: ROOF OVERHANG C-16 PROPOSED LOCATION OF PLUMBING VENT FOR TOTAL OF R34.5 • FLOORS: 3" SPRAYED CLOSED CELL CONTINUOUSE NJ C-17 PROPOSED LEAD COATED COOPE ROOF SCUPPER WOODEN DECK INSULATION R6.5 PER INCH. WITH ROCKWOOL R15 3-1/2" � -� �=77FF � - / � FOR TOTAL OF R34.5 // // .. .... • SLABS 3" EXPANED POLYSTYRENE INSULATION FOR R72 17 715 1 S ` PROPOSED PLAN LEGEND: / / 1 Elevation 7-a / 12'-5" PROPOSED WALL / \ A-300.00 / EXISING WALL TO REMAIN ,� / ,•� 3 '� �� , 8'-8" NO PROPOSED SCOPE / 20 / / RECEIVED IVE D / PROPOSED ADDITION � 15' SET BACK ' — DN / INOV P , OUTLINE OF EXISTING HOUSE � -------------------- /// LINE OF EXISTING DECK ® ----------- -------- ® ZCNINOSOARDOFAPPEM.9e: Scale: AS NOTED ®r/ DDrawing Title: Q / ------ --_-- -------- PROPOSED PLANS EXISTING GFA GROUND FLOOR 1971 SQFT PROPOSED GFA GROUND FLOOR 2,387 S1QFT � Drawing No.: co EXISTING GFA SECOND FLOOR 0 SQFT- / O �► N PROPOSED GFA SECOND FLOOR / / � 997 SQFT / ®' / i 20 SET BACK r,nsr is Construction Notes 1 PROPOSED FIRST FLOOR PLAN 0"z� i l -:.. ....4...::,:.. e ....... .r .. .t..., ... .._. r R71,::_. ,y:: NOTES i DRAWING ISSUE NO. DATE ISSUED FOR 1 2 3 4 5 6 7 8 9 10 / 11 / 12 / DRAWING REVISIONS DISTANCE BEYOND 15' SET BACK �' NO. DATE REVISION / , 1 2 7 ' , 3 S -01, // ' 36'-4" 4 / 5 1"a ' EPDM FLAT ROOF BELOW 6 1 7 8 9 / 10 27'-6" 14'-6" � 11 4'-6" 4'-0" i 12 THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL , OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR Cy / TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ' T -7" v 4'-0" / � m i P M II 51. 0" 4'_0 5'_0 �': Designer: Ei2 SAAC - SAE NN Main reet Greenport, NY 11934 ' ,' /� T. 347-276-6093 E. clay@isaac-rae.com STAIR TO i ,Applicant of Record: i GROUND / L T i o FLOOR / 36'- 10" \ I - i I / L G , 12'-0" \ �15'-0" 14'-0" o �� 36'- 10" PRIMARY BEDROOM , 1001 / EQ EQ EQ EQ EQoe CONSTRUCTION NOTES: 1. INSULATION TO MEET OR EXCEED NYS ECCC 2020 ENERGY CODE / 2ND FLOOR ROOF TERRACE KEY NOTE 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED ' co / LINE OF ROOF ABOVE C-01 PROPOSED WALL IN HER'S RATING / — — — — — — — — — — — — � — — — — — — — — — — — — — — — — — — — — — — — — — — — ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN ' " ARE THE PROPERTY OF METROPOLITAN BUILDING CONSULTING C-02 PROPOSED P.C. FOUNDATION WALL 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER / 14 -0 C-03 PROPOSED DOOR 4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR 39'-4„ LINE OF 3' GLASS RAILING GROUP,PC. IN ACCEPTING THIS INFORMATION YOU AGREE NOT / TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, C-04 PROPOSED WINDOW GREATER / _ ' WITHOUT THE EXPLICIT WRITTEN PERMISSION OF 5. FOUNDATION WALLS TO BE INSULATED TO R-10 OR C-05 PROPOSED FLOORING SEE FINISH SCHEfDULE / 36'-4" / METROPOLITAN BUILDING CONSULTING GROUP,PC. GREATER 36'-110" / C-06 PROPOSED PLUMBING FIXTURE SEE SCHEDULE 6. FRAMED FLOORS TO BE INSULATED TO R-32 OR / � 23'-0" project: C-07 PROPOSED STONE WALK WAY GREATER ' 7. SLABS ON GRADE TO BE INSSLATED TO R-10 UNDER /' ?0', _ _ 0, �44'52 Peconic Bay C-08 PROPOSED STAIR / --...._._._...;__._.........- .... .-� __. __.._._._-- -1- _ . ---....-.1._._- .._...._.---J C-09 PROPOSED WOOD DECK ING . -1 ._ �_ _ 39 -4 T, AVERAGE GRADE_. .._. S,- 4452 PECONIC BAY BLVD _.___ _ _....__..___.. _____ ._ �_ . . _. _.. S.T L _---5�.::::.. _:::: _-�T_.__........._. ....._....__—L:..:_--__..----- .. —._ —_ ... . _: / LAUREL, NY C-10 PROPOSED GLASS RAILING 36"TALL RECOMENED INSULATION AS FOLLOWS // - � i -_ ' _. _ -_._�.___. �1 ... __ _1_.._...._ ... _. �.._... __ - --- - __�(__..... DISTANCE BEYOND 20' SET BACK Project N . ___.. _ _ C-11 PROPOSED SKYLIGHT -- .�....._-._.-..._I-.._... -....._ Z -... _ �_ ___. __L__- -...__ ��__.....____..__.... .-1 No.: • VAULTED CEILINGS : 4" SPRAYED CLOSED CELL / - ------ - -- -..-.... C-12 PROPOSED ROOF ADDITI ON / __. _ 1 . _ _.._..._..._..... ___�......... _� ..._ _ ......._ -_.�.._....:_.�... 'CONTINUOUS INSULATION R6.5 per inch. WITH - - C-13 6 MILL EPDM ROOFING PITCHED TO ROOF DRAINS ' - --- / J . _ �. �.. ............. �.............. " ROCKWOOL R23 5-1/2 for total of R49 _-__. �.------...... --._._......__ _ --.- .-_-_.._ --._..__... !--.._... _-_-- , / '.,- T__--- ......— - ......_............ __._..... ....... .-_ _ _ / -4" Seal/Signature: C-14 ROOF DRAIN MIN TWO PER FLAT ROOF SPAN WALLS: 3" SPRAYED CLOSED CELL CONTINUOUSE / __-_____._I............... _ T_.._ _ - � 6 INSULATION R6.5 PER INCH. WITH ROCKWOOL R15 3-1/2" _---.........- C-15 ROOF OVERHANG / ......_...._L_..._..-__...._.._.. --_..... _ - FOR TOTAL OF R34.5 / EPDM FLAT ROOF BELOW - - - ----- -- ..__...._...__� _.....I - u C-16 PROPOSED LOCATION OF PLUMBING VENT - -� -- --- ---� • FLOORS: 3 SPRAYED CLOSED CELL CONTINUOUSE , .......... -I L__.... _._�1_.-.___...._ _�-___...... ....._-__.._...............T... ...._......-�- .._.. �.....--_.. -. �.__..._ . C-17 PROPOSED LEAD COATED COOPE ROOF SCUPPER INSULATION R6.5 PER INCH. WITH ROCKWOOL R15 3-1/2" _ _ _ �- _ -� T _ ....._ .......- _ L_--_. ... - ----�- - '. ; FOR TOTAL OF R34.5 � . • SLABS 3" EXPANED POLYSTYRENE INSULATION FOR R12 - --�.. .._._.. _ ___.._....... ...i...... - — I - 1—PROPOSED PLAN LEGEND: --- - r- . ...--_........LW---T ::::;..:.. L= _......_ _:._._..1-_:.. ...._.. - ::...:. �_ .� --........ - ' PROPOSED WALL --- 1 _ ..--._....... _ l...i..-_._....__._.. T.:._.._�_.....— T — ......._ .._.._.._.... _—�-L.. -....... __._._...__. ___......__L.. ....___._ _. — _ -- -- . __ ........__....__ _...._—.....__.... 3? 76� EXISING WALL'TO REMAIN ..._....--- _.:.:__...._...... __ -I --- - ___L_.__........__.._......_.._..._... i_ _ -.. --_... -..... T._...... - — _.�.�1... : ........ -_�..�_._....... ........ _� -.:�:�__�L= _....:...5-.�.... _........- ......... L_ -- ...... NO NO PROPOSED SCOPE S_ ........ _......_:::::_T ..... ..I�-......._�1-� ...___.._. _ ..�. -..... , _.__........ _...L-..........-_......._.........._._.........1_1 _.....__._......._ .._._. ...._ ' PE D PROPOSED ADDITION i / OUTLINE OF EXISTING HOUSE /® ® PR®O��Q4�1pate: Scale: � As NOTED Drawing Title: PROPOSED PLANS EXISTING GFA GROUND FLOOR 1971 SQFT T- PROPOSED GFA GROUND FLOOR 2,387 SQFT co N EXISTING GFA SECOND FLOOR SOFT ®r ® I 'c�'lepr copy►i'oU 6M`� �•:na:rc-k�i�:y�d d •u ?m,�Ys drawing No.: , O ® ® , =gH File I L t PROPOSED GFA SECOND FLOOR 997 SQFT cl Construction Notes 1 PROPOSED 2ND FLOOR PLAN 1/411 1 1-011 Am= 2 i NOTES S i DRAWING ISSUE NO. DATE ISSUED FOR 1 2 3 4 5 6 / 7 t-1/t6" Insulated Glazing r 8 eight Sk Ight Width 9 t" SEE DETAIL---••� >a' o°ea° \._../ \ Retainer Gasket 0:12-20:1Z \ A-301.00 10 \ Retainer Screw 11 Aluminum U Channel . 1 2-a Extruded Aluminum Retainer 12 with Neutral Grey Finish Setting Block DRAWING REVISIONS Acrylic Hi-Band Tape--� �� �\\VM NO. DATE REVISION \I Cieor I I a.d =•e -> E Condensation Gutter 5 8" Flashing E O 1 Clearance c PermoTherm Vlnyi Curb 2 t .. with Bright White Interior t - 3 with Neutral Grey Ca stock Y R _ w i Mastic compatible with ` / - __ —— — Roofing Material / By Installer 6 rt g pPartura 8d 5.S. or Galy. Nails j „0',bZ 7 Fra e Curbs Frame Aperture Width Or Equal Size Screws (Inside Curb} By Installer /\ ' 8 KeSght Curb, Finish Interior, Flashing I / \ 9 from"telde Cu{O� Frame width & Roof Decking By Others ! t t Na19ht (Outside Curb) ! e 10 - ht Clearance i Sk�tq Maximum Skylight Clearance Width " 11 faxausso�; M! s 12 VERTICAL CROSS SECTION HORIZONTAL CROSS SECTION DETAIL THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR GLAZING OPTIONS: PRODUCT DIMENSIONS TO BE CONSIDERED AS EITHER BEING APPROVED OR IN IMPERIAL UNITS(INCHES) Clear: C-14 ' • SOLARBANS)70XL Clear Tempered/Laminated(99 100) Maximum Maximum Daylight • SOLARBANS)70XL Clear Tempered/Laminated with Cool Mist White 99 101 Frame Frame Skylight Skylight Frame Frame Skylight Skylight Area • SOLARBANS 70XL Clear Tempered/Laminated with Arctic Snow White(99 102) s Size Width Aperture Width Clearance Height Aperture Height Clearance . SOLARBAN®70XL Clear Tempered/Laminated+Energy Advantage(99 103) Width Width Height Height (Sq.Feet) . SOLARBAN&70XL Clear Tempered/Laminated with Cool Mist White+Energy Advantage(99 104) GSM 4896 48 45 49 7 8 49 1 4 96 93 97 7 8 97 1 4 29.06 • SOLARBANS 70XL Clear Tempered/Laminated with Arctic Snow White+Energy Advantage(99 105) ' O GSM 5199 51 48 52 7 8 52 1 4 99 96 100 7 8 100 1 4 32 C-17 C-16 C-11 ► —�O (Designer:Bronze: 24' 0" METRIC UNITS(MILLIMETERS) . SOLARBAN®70XL Bronze Tempered/Clear Laminated(99 106) C-14 Daylight SOLARBANO 70XL Bronze Tempered/Clear ered/Clear Laminated+Energy ('� /� /� r1 RA Maximum Maximump rgy Advantage{94 107) ' VO,, e"/�e(`/ Frame Frame Skylight Skylight Frame Frame Skylight Skylight Area Size Width Aperture Width Clearance Height Aperture Height Clearance Gray Width width Height Height (Sq. Meters) • SOLARBANS 70XL Laminated(99 108) 430 MAIN STREET GSM 4896 1219 1143 1267 1251 2438 2362 2486 2470 2.7 GSM 5199 1295 1219 1343 1327 2515 2438 2562 2546 2.97 SOtARBANM7oXL Gray Tempered/Clear Laminated+Energy Advantage(99 109) ' GREENPORT, NY 11934 Custom Sizes:Available Upon Request Minimum size - 17 1/2" Width or Height C-13 � Maximum size - 120" Width or Height, Width and Height cannot both be 120" veLux ' T. 347-276-6093 E. Clay@Isaac-rae.COm 9 1418 Evans Pond Road Maximum area is 35 Square Feet (3.25 Square Meters) RW � Greenwood,SC29644 1-800-88-VELUX li Additional Retainer Finishes are Available Upon Request www.VELUXUSok.com Applicant of Record: Sky-Gly Product Management Isaac flay Coffey SkyMax (GSM) Curb Mount Skylight ' - This drawing is an instrument of service antd is provided for informational use only. O II NYS LIC#039767 C 2021 VELUX GROUP R VELUX Is a registered trademark 2G-301.00C-13 - T. 347-276-6093 E. clay@isaac-rae.com c O w C-17 C-16 A-300.0 2 t C 14 CONSTRUCTION NOTES: 1. INSULATION TO MEET OR EXCEED NYS ECCC 2020 ENERGY CODE C-11 KEY NOTE ' 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED C-01 PROPOSED WALL IN HER'S RATING - C-02 PROPOSED P.C. FOUNDATION WALL 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER C-15 C-03 PROPOSED DOOR 4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR 3 C-14 —►O C-17 —► ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN C-04 PROPOSED WINDOW GREATER ARE THE PROPERTY OF ISAAC-RAE LLC IN ACCEPTING THIS C-05 PROPOSED FLOORING SEE FINISH SCIHEDULE 5. FOUNDATION WALLS TO BE INSULATED TO R-10 OR INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, GREATER WITHOUT THE EXPLICIT WRITTEN PERMISSION OF C-06 PROPOSED PLUMBING FIXTURE SEE SCHEDULE 6. FRAMED FLOORS TO BE INSULATED TO R-32 OR '.% ISAAGRAE LLC C-07 PROPOSED STONE:WALKWAY GREATER C-10 —/ 2a,o„ I!, C-08 PROPOSED STAIR 7. SLABS ON GRADE TO BE INSULATED TO R-10 UNDER C-09 \ Project: SLAB. C-09 PROPOSED WOOD DECKING 4452 Peconic Ba _ ._._...... _,....___.. ..,.._L - t __,. _._ i` Y C-10 PROPOSED GLASS RAILING 36"TALL RECOMENED INSULATION AS FOLLOWS I � ` -j-�...- . -.-_.-.`.�Y._- --_-.._�_.��.__._l___...... .� j _ C-10 _._ Z - `� -,,.___,__,,,----- L _._..__._ ...._.... I _ -�� _ 4452 P E C O N I C BAY B LV D _.._:_: ___-_._.... ...... _.�.... .....�...._._Mw...... �...___ LAUREL NY -- -_ -- _._...._.. PROPOSED SKYLIGHT' - C-12 PROPOSED ROOF ADDITION • VAULTED CEILINGS : 4" SPRAYED CLOSED CELL O -�— C-11 —► ...... ..__._..............t.... L _.... 1 j` i CONTINUOUS INSULATION R6.5 per inch. WITH _ C-13 6 MILL EPDM ROOFING PITCHED TO ROOF DRAINS _ _.—_------ .._ _C_.._.... _....-........�_- ---,_... _._1_.-._�., ROCKWOOL R23 5-1/2"for total of R49 C-16 __._L___._..-_ _.._.,.._....J ___...._.._ ( --_._r...._..._._......_ _1_...__...... i Project No.: - ... _ f-___......... A .... _1._.._....-_ f_ _ I--. C-13 I R-02 —.. _ C-14 ROOF DRAIN MIN TWO PER FLAT ROOF SIPAN WALLS: 3 SPRAYED CLOSED CELL NTINU U _ _ .....__....�.� _._ -_._ .._..__..._...�__......- ..........__ _._....... _......_ .,..._,__,,,,,,,._�_...-..___.... ._ _T Seal/Signature: C-15 ROOF OVERHANG INSULATION R6.5 PER INCH. WITH ROCKWOOL R 5 •• -I_---....____._...____. _I ' _. _ I _ .. .... _T�:._._._......_:_-_........_�._......_---....._.. ' FOR TOTAL OF R34.5 i �.---.1__._....__....._ _ _ (- _�_..� _ _........ _.__.._.. ..- i �_ -�- 1_ _ _ �.�... PLUMBING VENT .... .. C 16 PROPOSED LOCATION OF •.____ • FLOORS: 3 SPRAYED CLOSED CELL CONTINUOUSE �- - I=_ ....__._._..._.......�._...._. ..__......_........._l.__...._.__._ C-17 PROPOSED LEAD COATED COOPE ROOF SCUPPER T �- -`----.- �.... ..-.._._._. - -Y .._4 INSULATION R6.5 PER INCH. WITH ROCKWOOL R15 3-1/2 l _ i l _ , _ Z- FOR TOTAL OF R34.5 -----• SLABS 3" EXPANED POLYSTYRENE INSULATION FOR R12 C-14 1 _ 0 _._.._... ._._..._ _....1_ _..._...�_ ......_i.. _ .�. Y I ..... .._..,.. �.__ r : PROPOSED PLAN LE - - ... _ , -� __.. _..: �_._ ._ __....._ 1_ Z - �- r� .... � ::__.-�. _ _ PROPOSED WALL -.. ___ ..._-......__......_.....__I.�__ I .1_..__..____... .. 1 Elevation 7-a __.. -- ... T .._ _w..._.......L_ __.�.._. L_._._._._._�__.- _.....__.C-09-., _..C.._ - .....__......_ _ .... ___-. �... - i ... _.�......_..____.. T- A 300.00 __. .__ _ ---- , _ EXISING WALL TO REMAIN ..__...L__....__._... - __- -- --.... t ._... ... ._-I___.....� � ...._._-- L ..... �_�. .._. _..... NO PROPOSED SCOPE z3' ::::_..... -..W.1...__--.... L_,,,...... _- :.... --.... �..... r...__ _ __...... ........� 601 1 ..... _..........._.._.� �..._... ._.�_ ....... ..... __.. :.------.�......_.._. _ __.......PROPOSED ADDITION _ -........_..__.. .. _._._.................._ DN �c o NQ14 r OUTLINE OF EXISTING HOUSE -------------------- o LINE OF EXISTING DECK&STAIRS 2® Date: Scale: AS NOTED ® Drawing Title: j EXISTING GFA GROUND FLOOR 1971 SQFT ---- - LINE OF PROPOSED DECK&STAIRS PROPOSED PLANS ® --------- --- ,® o i PROPOSED GFA GROUND FLOOR 2,387 SQFT ® I o EXISTING GFA SECOND FLOOR 0 SQFT M PROPOSED GFA SECOND FLOOR 997 SQFT ® Drawing No.: CD Q Construction Notes 1 PROPOSED ROOF PLANNV I LO 1/4" = 1'-0" 1/4" = 1'-0" F` s' �� m�nt� NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 2 3 4 MAX BUILDING 5 — — — — — — — HEIGHT6 48' - 011 ROOF 8 — — — — — — — — 9 46' - 4" 10 11 12 DRAWING REVISIONS NO. DATE REVISION 2 i 3 5 I 6 ........._....... ....-..............................................._......................._ .. --- 7 — _ 2ND FL. g 35' - 2" 9 — — - ---- ----- _ .—� 10 L 11 12 THIS APPLICATION IS APPROVED ONLY FOR WORK \_ -\\------- \ ------- �\ i( INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL ' '\ OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR i I TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ----....... i V 1 \\�1 1 _ _- -- " GROUND FL. Fa Designer: 1-4-1 \_ AVERAGE GRADE _ 7-7 23 - 0 SAAC RA E 430 Main street Greenport, NY 11934 — — --I-- T. 347-276-6093 E. clay@isaac-rae.com _ I I=III 1=I I II 1 I I-I 1 I =I 1 I II 1 I 1=1I= 1 I — =I I = I I _I I=1 =I 1 I I I W` _I I=I 11 -I 11=� 1 —I I J� III I ILL I I I I I —I L III—��I—L1_.�_ I—I I I I III— �I—III—� 1-1 I — I I—I I L III— —III—� ICI I ICI �Ll� I � I I oASEMENT Applicant of Record: 17' - 11/16" I� II i 2 Elevation 6�- a ---- - 1/4 - 1 -0 MAX BUILDING ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF METROPOLITAN BUILDING CONSULTING — — HEIGHT �1 GROUP,PC. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, WITHOUT THE EXPLICIT WRITTEN PERMISSION OF — _ — — — — ROO F METROPOLITAN BUILDING CONSULTING GROUP,PC. 46' - 4" Project: 4452 Peconic Bay 4452 PECONIC BAY BLVD LAUREL, NY Project No.: R-02 Seal/Signature: g — — — — — — — — — — — — — — — — — 2ND FL. 35' - 2- 211 2'-6" 6' -0" i '( GROUND FL. --- N� 26' - 2" OF AQp�pSS '50 PAD • h AVERAGE Date: Scale: GE GRADE — — — — — — — I 23' - T, AS NOTED Drawing Title: ELEVATIONS o \ i I1 I i1 I 1 I \ \ I ———\ \ \= i —\ _ \=I i I \ _ \=I \ N Drawing No.: �J -11I L�-�J1-LI L11 LI�J - L_Ll- IJ�J -Lam_ Il _l LI-L .11- L.I�L - �1L1= LI�L = --ILL_JJ -�11 L�BASEMENT 17 1 1/16 r - Elevation 7 - a E Dept copy from zgr� C J 1/4 = 1 -0 �r;nai revia,��d dos ants 1 LSA F" pie� ' A 00 i Dam : � f I NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 2 3 4 5 MAX BUILDING 6 HIEGHT 7 48' - 0" s _ ROOF 9 i ( 46' - 4' 10 71 11, 12 ` DRAWING REVISIONS NO. DATE REVISION \ / 2 3 4 5 I I F, i I I T7. I 6 -._ i 7 -- I ....................__ — g I _ 2ND FL. 1 --..__......__.._.... -......---- 11 11 .......... _ 12 THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL / I \ OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN l _ IL \ - GROUND FL. ._.. . _.............._.._...__..._ - - 26' " - - - - - - - - - _ G -70 RvUi1u Designer: 25' - 0" n AVERAGE GRADE 430 Main Street Greenport, NY 11934 T. 347-276-6093 E. clay@isaac-rae.com =I— _ _ 1 — Applicant of Record: �.. _ 1-LL=I1L-� L J1L_ L�L�1 I �_I_IJ1L-L L 1LL�:=►1=LIL 1 1-J�_I11L-L I L 11L= 1_LL 1 1-LI_- 1L�1 L 1L� 11-1J1=1 L-LI_- LPL I BASEMENT OIL 1T - 11/16" - 2 - a 'I I 1 1/4" = 1'-0" I � MAX BUILDING HIEGHT 48' - 0, ROOF j 46' - 4" I ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF METROPOLITAN BUILDING CONSULTING I GROUP,PC. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, WITHOUT THE EXPLICIT WRITTEN PERMISSION OF lI METROPOLITAN BUILDING CONSULTING GROUP,PC. Project: 4452 Peconic ay 4452 PECONIC BAY BLVD LAUREL, NY - - - - - - - - - --- - - - - - - _ 2ND FL. Project No.: -- 35' - 2" IR-02 Seal®/Signature: - - - - - - - - - - - - - - - GROUND FL. � 26' •. •-. •• III I I I �' ,�`�; . 7,M777 — — — — — I ! � I� —►u — — — — -AVERAGE GRADE . '777 —77E IE 23 0 7 777�: P,01 Date: Scale: II I AS NOTED H =1 =BASEMEN I — — — — — — — pD11 Drawing Title: ELEVATIONS 11=1 I-��1= 17 - 11/16 i=_I 1 I 11= I I E1 I M I IEd1111 I III—III—I I_I--I I I—IIIIIII I I ITII I IIIIIII1 1 I—IIIIEEI I I I I— I I —I I —I IIEI IEl Drawing No.: I I I - - - I I- -i - -1 I - 0 3 - a 75 _Pt copy from Final ievicz:.ed d arl LSA File* ")g pp