The URL can be used to link to this page

Home My WebLink About50631-Z t°f s°ulya`o Town of Southold * * P.O. Box 1179 �o40 53095 Main Rd courm,� Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46793 Date: 01/16/2026 THIS CERTIFIES'that the building SINGLE FAMILY DWELLING Location of Property: 1955 Laurel Ave Southold, NY 11971 Sec/Block/Lot: 56.4-1.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 01/24/2024 Pursuant to which Building Permit No. 50631 and dated: 05/07/2024 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: Single-family dwelling with an unfinished basement, front & rear covered porches, and an attached garage as applied for. The certificate is issued to: Marratime Cptl V LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-1835 11/24/2025 ELECTRICAL CERTIFICATE: 50631 1/15/2026 PLUMBERS CERTIFICATION: Richard J. Cannarella, Inc 10/10/2025 Aut e Si ature o SUF ,��o TOWN OF SOUTHOLD ay BUILDING DEPARTMENT co 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#: 50631 Date: 5/7/2024 Permission is hereby granted to: Marratime Capital V LLC 71 15th Ave Sea Cliff, NY 11579 To: construct single-family dwelling as applied for per Planning & SCHD approvals. At premises located at: 1955 Laurel Ave, Southold SCTM #473889 Sec/Block/Lot# 56.-1-1.1 Pursuant to application dated 1/24/2024 and approved by the Building Inspector. To expire on 11/6/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,304.00 CO-NEW DWELLING $100.00 Total: $3,404.00 Building Inspector �O"Of SO(/j�Ql Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �Q �y10UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Marratime Capital V LLC Address: 1955 Laurel Ave city: Southold St: NY zip: 11971 Building Permit#: 50631 Section: 56 Block: 1 Lot: 1.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Vue Electric License No: 5230ME 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 Hot Tub EV Charger New X Addition Attic X Spa Generator Survey Mezzanine Garage Dock INVENTORY Service 1 ph X In-wall Heater Recpt 45 Ceiling Fixtures 10 Smoke Detectors 5 Pump Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 16 CO Detectors 3 Heater Main Panel 200 A/C Condenser 2 Single Recpt RecessdFixtures 70 Combo Smoke/CO Transformer Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 5 Heat Detectors 1 Salt Gen Transfer Switch Mini Split Dryer Recpt Gas UC Lights 22' Fridge 1 AutoCover ARC Blower Heads Switches 50 Pucks Lights Dishwasher 1 Mini Fridge 1 GFI SepticDisconnect 1 Emrgency Strobe 4'LED Microwave 1 Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust 4 Hood 1 Dehumidifier Other Equipment: 200A Panel Notes: One Story House w/ Unfinished Basement Inspector Signature: Date: January 15, 2026 SUFFat� Town Hall Annex �y��0 COGy�►` Telephone(631)765-1802 54375 Main Road .� P.O. Box 1179 N 2 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 10'I0 125 Building Permit No. JU Owner: Harmer (Yie Cam 6 V LLC (Please print) Plumber:T4 oy 6 n a dl. (C- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this 10 day ofnCjU'oer , 2025 uv. A Ua4L'L0 ` Notary Public, County DARCEE AUFENANGER NOTARY PUBLIC,STATE OF NEW YORK Registration No. 01A00019644 Qualified in Suffolk County 1 Commission Expires January 9,2028 OF soGIyO� # TOWN OF SOUTHOLD BUILDING DEPT. coum� 631-765-1802 INSPECTION [FOUNDATION 1ST/ REBAR NAG. ] 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: DATE - INSPECTOR o��pF SOUTyO O SOUTHOL BUILDING—DEPT. coum, 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: AA 2 r ll� dl&um ne a DATE INSPECTOR SOGTyOlo # . # TOWN OF SOUTHOLD BUILDING DEPT. ou , ,� 631-765-1802 -�� INSPECP ON [ ] FOUNDATION 1 ST/ REBAR [ ROUGH PLBG. ] .F NDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [. ] CODE VIOLATION [ ] PRE C/O : [ ] RENTAL RE RKS- 6".e, o L 410,-\ VD9r7- &vl�l DATE INSPECTOR OF SOUT,�°�c # # . .TOWN OF.SOUTHOLD BUILDING DEPT. IoU ,�i� 631-765-1802 NSPECTION [ ] FOUNDATION 1 ST/ REBAR , [X] RO GH PLBG. FOUNDATION 2ND [ LATION/CAULKING FRAMING /STRAPPING [ L 4/16 [ ] FIREPLACE & CHIMNEY [ ] FIRE.SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] . EL CAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE:VIOLATION [ ] -PRE C/O [ ] RENTAL REMARKS: vl A6A �AAXLOL*" Y CO3(oo YID DATE 0 Y5 . INSPECTOR o�apP SOUTy� # . TOWN OF S UTHOLD BU LDING DEPT. Coum, �o 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: 41n4A, 44 r>f �� rLC lZz 1 2 fr DATE O INSPECTOR ho��oF So�lyo�o ` / � q S� �� eJ # # TOWN F so UTHOLD BUILDING DEPT. courm��'a� 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 /O [ ] RENTAL REMARKS: DATE INSPECTOR ` OF SOUIhO� # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 3� INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL g2/' [ ] FIREPLACE & CHIMNEY [ ]. FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ,[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: n(-L l �7 DATE INSPECTOR APEX Energy Ratings NY /%4i\ 228 Park Ave S#617693,New York,NY 10003 631-310-2147 1 631-626-3759 APEX apexenergymtingsny@gmail.com ENERGY RATINGS Duct&Envelope Tightness Compliance Report Aligned with 2018 IECC,as amended by the 2020 New York State Supplement(Sections R402.4.1.2&R403.3.4) yGeneral Information Test Address:1955 Laurel Avenue Completed By:Marvin Murillo HERS Rater ID#:1377176 Southold,NY 11971 APEX Energy Ratings NY RESNET Rater ID#: Test Date:10/4/2025 228 Park Ave S#617693 BPI#: Permit#:50631 New York,NY 10003 RFI#(if applicable): Compliance Pathway:Performance f BuildwgEnvelope Tightness ' Volume Calculation Check if applicable: Floor Area Volume Basement ❑ Conditioned Basement 1st Floor 3,260 32,620 ❑ Conditioned Crawlspace 0 Sealed Attic 2nd Floor Attic 11,908 Testing Equipment: Total Volume: 28 10 Blower Door Model:Model 3 110V CFM @ 50 Pa: 1,933.9 ACH50 @ 50 P . 2.61 eo Duct Tester Model:DG1000-15924 Last Calibration Date:Feb 14,2024 Code Compliance: Pass Duct Tightness System 1:1st Floor Left System 2:1st Floor Right Type of Duct Test: Duct Location:Sealed Attic Duct Location:Sealed Attic; Floor area served(ftZ):1,572 *Tested to include portion through Garage ❑ Rough-in with air handler `Leakage @ 25 Pa(CFM):N/A Floor area served(ft2):1,690 ❑ Rough-in without air handler Leakage(CFM/100ft2):N/A Leakage @ 25 Pa(CFM):57.5 ✓❑ Post-construction Code Compliance:Exempt Leakage(CFM/100ft2):3.41 Code Compliance:Pass Envelope tightness was tested and verified in compliance with RESNET/ICC 380,ASTM E779,or ASTM E1827,in accordance with the 2018 IRC and the 2020 New York State Supplement(Section R402.4.1.2).Duct system leakage was verified in accordance with the 201 IECC,as amended by the 2020 New York State Supplement(Section R403.3.4). Signature: Marvin Murillo,APEX Energy Ratings NY 1955 Laurel Ave (Lot 3) HVAC Load Calculations for Dino Marra 1955 Laurel Ave (Lot 3) Southold NY 11971 E p st F 11'kt J � J En"VA C RESIDOMAL HVAC LOADS Prepared By: Matthew Wynne Aberdeen Building Consulting PO Box 62 Brightwaters NY 11718 631-969-9860 Thursday,January 18,2024 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. FR hvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1955 Laurel Ave(Lot.3 Bay Shore,NY 11706 _ Page Load Preview Report _ ] Has Net Rec ft.2 Sen Lat Net Sen Sys S S ys Hig Scope AED Ton Ton /fon Area Gain Lein Gain Loss CFM C F g Act FM CFM Building 2.94 3.44 885 3,041 30,935 4293 35,227 51,689 646 1,390 1,390 System 1 No 2.94 3.44 885 3,041 30,935 4293 35227 51,689 646 1390 1,390 Ventiaton 428 821 1249 2,041 30 30 30 Supply Duct Latent 573 573 ReWrn Dud 0 3 3 3 Zone 1 3,041 30,507 2,8% 33,403 49,645 646 1390 1,390 1-Bedroom#1/Closets 586 6,740 553 7293 11,545 150 307 307 2-Mudmm 174 818 53 871 1,851 24 37 37 3avat Room/Dining Room 796 9,095 1,178 10273 11,311 147 414 414 4-fthen 338 1,671 143 1,814 4,000 52 76 76 5-Foyer 95 1,025 90 1,115 2297 30 47 47 6-Parlor 157 1216 144 1,360 2,991 39 55 55 7-Bedroom#2 227 3,144 234 3,378 4,646 60 143 143 8-Bedroom#3 224 4,049 286 4,335 5,%3 73 184 184 9-Bathroom#2/Bathroom#3/Halls 307 1,515 172 1,687 3,913 51 69 69 10-Pantry/W].C. 137 1235 43 1278 1,508 20 56 56 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads ■ Elite Software Development,Inc. Aberdeen Building Consulting 1955 Laurel Ave(Lot 3) Bay Shore NY 11706 _ Page 3 System 1 - - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 50,000 40,000 3 30,000 m 43.5% Diff.from Avg. (2,381 Btuh Excursion) c C7 20,000 10,000 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm / Average Glass / 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AED Calculation Summary --- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. --- System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 43.5%. AED Excursion (amount by which peak exceeds 1.3 x average): 2,381 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1955 Laurel Ave(Lot 3) Bay Shore NY 11706 Page 4 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain A: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 233.7 4,634 0 8,838 8,838 J: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 32 634 0 502 502 103: Glazing-French door, .32/ .40, U-value 0.32, SHGC 40 794 0 824 824 0.4 G: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 54.4 1,080 0 657 657 E: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 18.5 368 0 400 400 F: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 18 357 0 214 214 102: Glazing-French door, .32/ .40, U-value 0.32, SHGC 96 1,905 0 1,868 1,868 0.4 H: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 12.6 250 0 150 150 101: Glazing-French door, .32/ .40, U-value 0.32, SHGC 28 556 0 333 333 0.4 K: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 18.5 366 0 220 220 I: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 20.8 414 0 248 248 104: Glazing-French door, .32/.40, U-value 0.32, SHGC 24 476 0 1,006 1,006 0.4 R25: Wall-Frame, Custom, R25, U-value 0.054 2108.2 7,059 0 2,519 2,519 R49 in rafters: Roof/Ceiling-Roof Joists Between Roof 3041.3 10,369 0 6,356 6,356 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, R49 in rafters, U-value 0.055 R30 Frame: Floor-Over enclosed crawl space, Custom, 3041.3 5,492 0 1,152 1,152 R30, U-value 0.036 Subtotals for structure: 34,754 0 25,287 25,287 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 3,275 575 827 1,402 Infiltration: Winter CFM: 171, Summer CFM: 76 11,619 2,096 1,091 3,187 Ventilation: Winter CFM: 30, Summer CFM: 30 2,041 821 428 1,249 AED Excursion: 0 0 2,381 2,381 Total Building Load Totals: 51,689 4,293 30,935 35,227 Check Figures Total Building Supply CFM: 1,390 CFM Per Square ft.: 0.457 Square ft. of Room Area: 3,041 Square ft. Per Ton: 885 Volume (ft3): 32,868 Building Loads Total Heating Required Including Ventilation Air: 51,689 Btuh 51.689 MBH Total Sensible Gain: 30,935 Btuh 88 % Total Latent Gain: 4,293 Btuh 12 % Total Cooling Required Including Ventilation Air: 35,227 Btuh 2.94 Tons (Based On Sensible + Latent) 3.44 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1955 Laurel Ave(Lot 3) Bay Shore,NY 11706 Page 5 Building Bar Graph 15,000 10,000 Building Loss 51 ,689 Btuh 5,000 0 - -- Floor 11% Wall 14% Ductwork 6% Ventilation 4% Roof 20% Glass 23% Infiltration 22% 20,000 15,000 Building 10,000 Gain 35,227 Btuh 5,000 0 Floor 3% Wall 7% People 5% Infiltration 9% AED Excursion 7% Roof 18% Glass 43% Ductwork 4% Ventilation 4% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1955 Laurel Ave(Lot 3) Bay Shore,NY 11706 Page 6 System 1 Summary Loads _ Component Area Sen Lat Sen Total Description Duan Loss Gain Gain Gain A: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 233.7 4,634 0 8,838 8,838 J: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 32 634 0 502 502 103: Glazing-French door, .32/ .40, U-value 0.32, SHGC 40 794 0 824 824 0.4 G: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 54.4 1,080 0 657 657 E: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 18.5 368 0 400 400 F: Glazing-.32/.40, U-value 0.32, SHGC 0.4 18 357 0 214 214 102: Glazing-French door, .32/ .40, U-value 0.32, SHGC 96 1,905 0 1,868 1,868 0.4 H: Glazing-.32/.40, U-value 0.32, SHGC 0.4 12.6 250 0 150 150 101: Glazing-French door, .32/ .40, U-value 0.32, SHGC 28 556 0 333 333 0.4 K: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 18.5 366 0 220 220 I: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 20.8 414 0 248 248 104: Glazing-French door, .32/ .40, U-value 0.32, SHGC 24 476 0 1,006 1,006 0.4 R25: Wall-Frame, Custom, R25, U-value 0.054 2108.2 7,059 0 2,519 2,519 R49 in rafters: Roof/Ceiling-Roof Joists Between Roof 3041.3 10,369 0 6,356 6,356 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, R49 in rafters, U-value 0.055 R30 Frame: Floor-Over enclosed crawl space, Custom, 3041.3 5,492 0 1,152 1,152 R30, U-value 0.036 Subtotals for structure: 34,754 0 25,287 25,287 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 3,275 575 827 1,402 Infiltration: Winter CFM: 171, Summer CFM: 76 11,619 2,096 1,091 3,187 Ventilation: Winter CFM: 30, Summer CFM: 30 2,041 821 428 1,249 AED Excursion: 0 0 2,381 2,381 System 1 Load Totals: 51,689 4,293 30,935 35,227 Check Figures Supply CFM: 1,390 CFM Per Square ft.: 0.457 Square ft. of Room Area: 3,041 Square ft. Per Ton: 885 Volume (ft3): 32,868 System Loads Total Heating Required Including Ventilation Air: 51,689 Btuh 51.689 MBH Total Sensible Gain: 30,935 Btuh 88 % Total Latent Gain: 4,293 Btuh 12 % Total Cooling Required Including Ventilation Air: 35,227 Btuh 2.94 Tons (Based On Sensible + Latent) 3.44 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1955 Laurel Ave(Lot 3) Bay Shore,NY 11706 Page 7 System 1 Bar Graph 15,000 10,000 System 1 Loss 51 ,689 5,000 Btuh o Floor 11% Wall 14% Ductwork 6% Ventilation 4% Roof 20% Glass 23% Infiltration 22% 20,000 15,000 System 1 10,000 Gain 35,227 Btuh 5,000 0 Floor 3% Wall 7°% People 5% Infiltration 9% AED Excursion 7% Roof 18% Glass 43% Ductwork 4% Ventilation 4% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inca Aberdeen Building Consulting 1955 Laurel Ave(Lot 3) Bay Shore,NY 11706 Page 8 Manual S Performance Data - System 1 J Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 30.935 Outdoor Wet Bulb: 71 Latent Gain: 4.293 Indoor Dry Bulb: 70 Total Gain: 35.227 Indoor RH: 50 Load SHR: 0.88 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 51.689 Indoor Dry Bulb: 72 Entering Dry Bulb: 69.1 Indoor RH: 30 Supply Airflow: 646 Equipment Performance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Nominal Capacity: 60.000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 45.000 30.935 145% Latent Capacity: 15.000 4.293 349% Total Capacity: 60.000 35.227 170% Heating: Model Type: Natural Gas Furnace, Model: , Nominal Capacity: 60.000, Manufacturer: RHEEM Results: Percent Load of Load Heating Capacity: 60.000 51.689 116% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1955 Laurel Ave(Lot 3) Bay Shore,NY 11706 M Page 9 System 1 - Hourly Room Net Gain System 1 Hourly Room Net Gain 14,000 . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . ...I . . . . .. . . . 13,000 .. . ... . . . .. . . . ... .. . . . .. . . ... .. . . . . . . . . . . .. . . . ... . . . . . . . . . . . . . . . . . . . .... . .. . ... . . . .. 12,000 . .... . .... . . . . .. . ...... ....... . .... ....... . . ... .. ......... ....... . . .. . . 11,000 .......... .. ... . . .............. .. . . ......... .. . . . .. .. . .. . . ..... ...... . 10,000 . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . .. I . . . . . . . . . . 9,000 .................... ... ..... .............. . . ....... ... . . . . . . . . . . . . . . . . ... ... . . . ... . . . . . .. . . . 8,000 ............................... ......... t 3 ffi mm� 7,000 ..... . . . . . . . . . . . . . . . . . . . . . . ... . . . ......... C7 6,000 . . . ........... . . . 5,000 . . . . o. . . . . . .. . . . . . . .. . .. ❑ ❑ 4,000 . .... . . . ... . . ..... . . . . . . . . .. . . . . . . . . . . . . .. . . . . . .. . . . . . . . . . .a 3,000 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ❑. . 1,000 ... .. 1... .... ....... . . . . .. .. 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day �— Bedroom#1 / Closets(49/4 —i— Mudroom(259/4 �— Great Room/ Dining Room(45/4 Kitchen(22°/4 --- -- Foyer(50°/4 �— Parlor(33/4 Bedroom#2(540/4 ❑ Bedroom#3(59/4 —— Bathroom#2/ Bathroom#3/ Halls(16/� —�� Pantry/ W.I.C.(55% Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof, wall and door gains also vary throughout the day, for this graph and in Manual J glass gains are the only ones that fluctuate. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday,January 18, 2024, 10:37 AM f Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1955 Laurel Ave(Lot 3) Bay Shore,NY 11706 Pa a 10 System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms) Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain A: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 233.7 4,634 0 8,838 8,838 J: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 32 634 0 502 502 103: Glazing-French door, .32/ .40, U-value 0.32, SHGC 40 794 0 824 824 0.4 G: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 54.4 1,080 0 657 657 E: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 18.5 368 0 400 400 F: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 18 357 0 214 214 102: Glazing-French door, .32/ .40, U-value 0.32, SHGC 96 1,905 0 1,868 1,868 0.4 H: Glazing-.32/.40, U-value 0.32, SHGC 0.4 12.6 250 0 150 150 101: Glazing-French door, .32/ .40, U-value 0.32, SHGC 28 556 0 333 333 0.4 K: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 18.5 366 0 220 220 I: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 20.8 414 0 248 248 104: Glazing-French door, .32/ .40, U-value 0.32, SHGC 24 476 0 1,006 1,006 0.4 R25: Wall-Frame, Custom, R25, U-value 0.054 2108.2 7,059 0 2,519 2,519 R49 in rafters: Roof/Ceiling-Roof Joists Between Roof 3041.3 10,369 0 6,356 6,356 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, R49 in rafters, U-value 0.055 R30 Frame: Floor-Over enclosed crawl space, Custom, 3041.3 5,492 0 1,152 1,152 R30, U-value 0.036 Subtotals for structure: 34,754 0 25,287 25,287 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 3,272 0 827 827 Infiltration: Winter CFM: 171, Summer CFM: 76 11,619 2,096 1,091 3,187 System 1, Zone 1 Load Totals: 49,645 2,896 30,507 33,403 Check Figures Supply CFM: 1,390 CFM Per Square ft.: 0.457 Square ft. of Room Area: 3,041 Square ft. Per Ton: 974 Volume (ft3): 32,868 Zone Loads Total Heating Required: 49,645 Btuh 49.645 MBH Total Sensible Gain: 30,507 Btuh 91 % Total Latent Gain: 2,896 Btuh 9 % Total Cooling Required: 33,403 Btuh 2.78 Tons (Based On Sensible + Latent) 3.12 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ® 1955 Laurel Ave(Lot 3) Bay Shore,NY 11706 Page 11 [System 1, Zone 1 Bar Graph 15,000 10,000 System 1 , Zone 1 Loss 49,645 5,000 Btu h 0 Floor 11% Wall 14% Ductwork 7% Roof 21% Glass 24% Infiltration 23% 20,000 15,000 System 1 , Zone 10,000 1 Gain 33,403 Btuh 5,000 0 Floor 3% Wall 8% People 5% Infiltration 10% Roof 19% Glass 46% Ductwork 2% AED Excursion 7% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting0 1955 Laurel Ave(Lot 3) Bay Shore,NY 11706 Page 12 Detailed Room Loads - Room 1 - Bedroom #1 /Closets (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 24.0 ft. System Number: 1 Room Width: 24.4 ft. Zone Number: 1 Area: 586.0 sq.ft. Supply Air: 307 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 3.1 AC/hr Volume: 5,860 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 7 CFM Runout Air: 102 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 7 CFM Runout Air Velocity: 521 ft./min. Percent of Supply: 2 % Runout Air Velocity: 521 ft./min. Actual Winter Infil.: 45 CFM Actual Loss: 0.175 in.wg./100 ft. Actual Summer Infil.: 20 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W -Wall-R25 24.4 X 10 194.1 0.054 3.3 650 1.2 0 232 S-Wall-R25 23.5 X 10 163 0.054 3.3 546 1.2 0 195 N -Wall-R25 23.5 X 10 219.5 0.054 3.3 735 1.2 0 262 W -GIs-A shgc-0.4 0%S (3) 50.1 0.320 19.8 993 41.9 0 2,097 S -GIs-J shgc-0.4 56%S (2) 32 0.320 19.8 634 15.7 0 502 S -GIs-103 shgc-0.4 0%S 40 0.320 19.8 794 20.6 0 824 N -GIs-G shgc-0.4 100%S 10.9 0.320 19.8 216 11.8 0 129 N -GIs-E shgc-0.4 100%S 4.6 0.320 19.8 92 11.9 0 55 UP-Roof-R49 in rafters 24 X 24.4 586 0.055 3.4 1,998 2.1 0 1,225 Floor-R30 Frame 24.4 X 24 586 0.036 1.8 1,058 0.4 0 222 Subtotals for Structure: 7,716 0 5,743 Infil.: Win.: 45.1, Sum.: 20.2 714 4.296 3,068 0.403 553 288 Ductwork: 761 183 AED Excursion: 526 Room Totals: 11,545 553 6,740 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building ConsultingM 1955 Laurel Ave(Lot Bay Ba Shore NY 11706 Page 13 Detailed Room Loads - Room 2 - Mudroom (Average Load Procedure) General —� Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 6.8 ft. System Number: 1 Room Width: 25.5 ft. Zone Number: 1 Area: 174.2 sq.ft. Supply Air: 37 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 1.3 AC/hr Volume: 1,742 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 37 CFM Percent of Supply.: 3 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 427 ft./min. Percent of Supply: 2 % Runout Air Velocity: 427 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.209 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-R25 6.8 X 10 50.3 0.054 3.3 169 1.2 0 60 N -GIs-F shgc-0.4 100%S 18 0.320 19.8 357 11.9 0 214 UP-Roof-R49 in rafters 6.8 X 25.5 174.2 0.055 3.4 594 2.1 0 364 Floor-R30 Frame 25.5 X 6.8 174.2 0.036 1.8 315 0.4 0 66 Subtotals for Structure: 1,435 0 704 Infil.: Win.: 4.3, Sum.: 1.9 68 4.303 294 0.410 53 28 Ductwork: 122 22 AED Excursion: 64 Room Totals: 1,851 53 818 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday,January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1955 Laurel Ave(Lot 3) Bay Shore,NY 11706 Pace 14 Detailed Room Loads - Room 3 - Great Room /Dining Room (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 35.9 ft. System Number: 1 Room Width: 22.2 ft. Zone Number: 1 Area: 796.2 sq.ft. Supply Air: 414 CFM Ceiling Height: 12.0 ft. Supply Air Changes: 2.6 AC/hr Volume: 9,554 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 7 CFM Runout Air: 104 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 9 CFM Runout Air Velocity: 528 ft./min. Percent of Supply: 2 % Runout Air Velocity: 528 ft./min. Actual Winter Infil.: 31 CFM Actual Loss: 0.180 in.wg./100 ft. Actual Summer Infil.: 14 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E -Wall-R25 22.2 X 12 199.2 0.054 3.3 667 1.2 0 238 W -Wall-R25 22.2 X 10 125.7 0.054 3.3 421 1.2 0 150 W -GIs-102 shgc-0.4 74%S 96 0.320 19.8 1,905 19.5 0 1,868 E -GIs-A shgc-0.4 0%S (4) 66.8 0.320 19.8 1,324 41.9 0 2,800 UP-Roof-R49 in rafters 35.9 X 22.2 796.2 0.055 3.4 2,715 2.1 0 1,664 Floor-R30 Frame 22.2 X 35.9 796.2 0.036 1.8 1,438 0.4 0 301 Subtotals for Structure: 8,470 0 7,021 Infil.: Win.: 30.8, Sum.: 13.8 488 4.296 2,095 0.404 378 197 Ductwork: 746 247 AED Excursion: 710 People: 200 lat/per, 230 sen/per: 4 800 920 Room Totals: 11,311 1,178 9,095 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads - Elite Software Development,Inc. Aberdeen Building Consulting 1955 Laurel Ave(Lot 3) Bay Shore NY 11706 -- E _ Page 15 Detailed Room Loads - Room 4 - Kitchen (Average Load Procedure) ] General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 18.3 ft. System Number: 1 Room Width: 18.4 ft. Zone Number: 1 Area: 337.6 sq.ft. Supply Air: 76 CFM Ceiling Height: 12.0 ft. Supply Air Changes: 1.1 AC/hr Volume: 4,052 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 76 CFM Percent of Supply.: 3 % Runout Duct Size: 5 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 558 ft./min. Percent of Supply: 2 % Runout Air Velocity: 558 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.259 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W -Wall-R25 18.4 X 10 149.8 0.054 3.3 502 1.2 0 179 W -GIs-G shgc-0.4 100%S (2) 21.8 0.320 19.8 432 11.8 0 258 W -GIs-H shgc-0.4 100%S 12.6 0.320 19.8 250 11.9 0 150 UP-Roof-R49 in rafters 18.3 X 18.4 337.6 0.055 3.4 1,151 2.1 0 706 Floor-R30 Frame 18.4 X 18.3 337.6 0.036 1.8 610 0.4 0 128 Subtotals for Structure: 2,945 0 1,421 Infil.: Win.: 11.6, Sum.: 5.2 184 4.295 791 0.402 143 74 Ductwork: 264 45 AED Excursion: 130 Room Totals: 4,000 143 1,671 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting0 1955 Laurel Ave(Lot 3) Bay Shore,NY 11706 Page 16 Detailed Room Loads - Room 5 - Foyer (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 8.2 ft. System Number: 1 Room Width: 11.6 ft. Zone Number: 1 Area: 94.6 sq.ft. Supply Air: 47 CFM Ceiling Height: 12.0 ft. Supply Air Changes: 2.5 AC/hr Volume: 1,135 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 47 CFM Percent of Supply.: 3 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 535 ft./min. Percent of Supply: 2 % Runout Air Velocity: 535 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.326 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E -Wall-R25 11.6 X 10 69.4 0.054 3.3 232 1.2 0 83 E -GIs-101 shgc-0.4 100%S 28 0.320 19.8 556 11.9 0 333 E -GIs-K shgc-0.4 100%S (2) 18.5 0.320 19.8 366 11.9 0 220 UP-Roof-R49 in rafters 8.2 X 11.6 94.6 0.055 3.4 323 2.1 0 198 Floor-R30 Frame 11.6 X 8.2 94.6 0.036 1.8 171 0.4 0 36 Subtotals for Structure: 1,648 0 870 Infil.: Win.: 7.3, Sum.: 3.3 116 4.299 498 0.406 90 47 Ductwork: 151 28 AED Excursion: 80 Room Totals: 2,297 90 1,025 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building ConsultingE 1955 Laurel Ave(Lot 3) BayShore NY 11706 Page 17 Detailed Room Loads - Room 6 - Parlor (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.7 ft. System Number: 1 Room Width: 12.4 ft. Zone Number: 1 Area: 157.3 sq.ft. Supply Air: 55 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 2.1 AC/hr Volume: 1,573 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 55 CFM Percent of Supply.: 3 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 635 ft./min. Percent of Supply: 2 % Runout Air Velocity: 635 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.457 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E -Wall-R25 12.4 X 10 90.8 0.054 3.3 304 1.2 0 108 N -Wall-R25 12.4 X 5 62.1 0.054 3.3 208 1.2 0 74 E -GIs-A shgc-0.4 95%S (2) 33.4 0.320 19.8 662 13.2 0 442 UP-Roof-R49 in rafters 12.7 X 12.4 157.3 0.055 3.4 536 2.1 0 329 Floor-R30 Frame 12.4 X 12.7 157.3 0.036 1.8 284 0.4 0 60 Subtotals for Structure: 1,994 0 1,013 Infil.: Win.: 11.8, Sum.: 5.3 186 4.295 800 0.403 144 75 Ductwork: 197 33 AED Excursion: 95 Room Totals: 2,991 144 1,216 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1955 Laurel Ave(Lot 3) BayShore NY 11706 Page 18 Detailed Room Loads - Room 7 - Bedroom #2 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.9 ft. System Number: 1 Room Width: 16.3 ft. Zone Number: 1 Area: 227.3 sq.ft. Supply Air: 143 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 3.8 AC/hr Volume: 2,273 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 3 CFM Runout Air: 72 CFM Percent of Supply.: 2 % Runout Duct Size: 5 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 525 ft./min. Percent of Supply: 2 % Runout Air Velocity: 525 ft./min. Actual Winter Infil.: 19 CFM Actual Loss: 0.229 in.wg./100 ft. Actual Summer Infil.: 9 CFM Item Area -U- Htg Sen Clg Lat Sen Descri tion Quantity Value HTM Loss HTM Gain Gain W -Wall-R25 16.3 X 10 122.6 0.054 3.3 411 1.2 0 146 S -Wall-R25 13.9 X 10 128.8 0.054 3.3 431 1.2 0 154 W -GIs-A shgc-0.4 0%S 16.7 0.320 19.8 331 41.9 0 700 S -GIs-I shgc-0.4 100%S 10.4 0.320 19.8 207 11.9 0 124 W -GIs-104 shgc-0.4 0%S 24 0.320 19.8 476 41.9 0 1,006 UP-Roof-R49 in rafters 13.9 X 16.3 227.3 0.055 3.4 775 2.1 0 475 Floor-R30 Frame 16.3 X 13.9 227.3 0.036 1.8 410 0.4 0 86 Subtotals for Structure: 3,041 0 2,691 Infil.: Win.: 19.1, Sum.: 8.6 303 4.294 1,299 0.403 234 122 Ductwork: 306 85 AED Excursion: 245 Room Totals: 4,646 234 3,144 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1955 Laurel Ave(Lot 3) Bay Shore NY 11706 Page 19 Detailed Room Loads - Room 8 - Bedroom #3 (Average Load Procedure) -� General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.5 ft. System Number: 1 Room Width: 15.4 ft. Zone Number: 1 Area: 223.5 sq.ft. Supply Air: 184 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 5.0 AC/hr Volume: 2,236 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 3 CFM Runout Air: 92 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 470 ft./min. Percent of Supply: 2 % Runout Air Velocity: 470 ft./min. Actual Winter Infil.: 23 CFM Actual Loss: 0.143 in.wg./100 ft. Actual Summer Infil.: 10 CFM Item Area -U- Htg Sen ag Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E -Wall-R25 15.4 X 10 90.2 0.054 3.3 302 1.2 0 108 S-Wall-R25 14.5 X 10 134.6 0.054 3.3 451 1.2 0 161 N -Wall-R25 7 X 10 70 0.054 3.3 234 1.2 0 84 E -GIs-A shgc-0.4 0%S (3) 50.1 0.320 19.8 993 41.9 0 2,100 S -GIs-I shgc-0.4 100%S 10.4 0.320 19.8 207 11.9 0 124 E -GIs-E shgc-0.4 56%S (3) 13.9 0.320 19.8 276 24.9 0 345 UP-Roof-R49 in rafters 14.5 X 15.4 223.5 0.055 3.4 762 2.1 0 467 Floor-R30 Frame 15.4 X 14.5 223.5 0.036 1.8 404 0.4 0 85 Subtotals for Structure: 3,629 0 3,474 Infil.: Win.: 23.3, Sum.: 10.4 369 4.296 1,586 0.404 286 149 Ductwork: 368 110 AED Excursion: 316 Room Totals: 5,583 286 4,049 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday,January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1955 Laurel Ave(Lot 3) Bay Shore NY 11706 Page 20 Detailed Room Loads - Room 9 - Bathroom #2/Bathroom #3/Halls (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 17.0 ft. System Number: 1 Room Width: 18.1 ft. Zone Number: 1 Area: 307.4 sq.ft. Supply Air: 69 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 1.3 AC/hr Volume: 3,074 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 69 CFM Percent of Supply.: 3 % Runout Duct Size: 5 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 506 ft./min. Percent of Supply: 2 % Runout Air Velocity: 506 ft./min. Actual Winter Infil.: 14 CFM Actual Loss: 0.213 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain S-Wall-R25 17 X 10 148.2 0.054 3.3 496 1.2 0 177 W -Wall-R25 2.6 X 10 25.8 0.054 3.3 86 1.2 0 31 E -Wall-R25 2.6 X 10 25.8 0.054 3.3 86 1.2 0 31 S-GIs-G shgc-0.4 93%S (2) 21.8 0.320 19.8 432 12.4 0 270 UP-Roof-R49 in rafters 17 X 18.1 307.4 0.055 3.4 1,048 2.1 0 642 Floor-R30 Frame 18.1 X 17 307.4 0.036 1.8 555 0.4 0 116 Subtotals for Structure: 2,703 0 1,267 Infil.: Win.: 14.0, Sum.: 6.3 222 4.295 952 0.402 172 89 Ductwork: 258 41 AED Excursion: 118 Room Totals: 3,913 172 1,515 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM FRhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1955 Laurel Ave(Lot 3) Bay Shore,NY 11706 ■ Page 21 Detailed Room Loads - Room 10 - Pantry/ W.I.C. (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 24.9 ft. System Number: 1 Room Width: 5.5 ft. Zone Number: 1 Area: 137.0 sq.ft. Supply Air: 56 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 2.5 AC/hr Volume: 1,370 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 56 CFM Percent of Supply.: 2 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 645 ft./min. Percent of Supply: 2 % Runout Air Velocity: 645 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.471 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen Clg Lat Description Quantity Value HTM Loss HTM Gain W -Wall-R25 5.5 X 10 38.3 0.054 3.3 128 1.2 0 46 W -GIs-A shgc-0.4 0%S 16.7 0.320 19.8 331 41.9 0 699 UP-Roof-R49 in rafters 24.9 X 5.5 137 0.055 3.4 467 2.1 0 286 Floor-1330 Frame 5.5 X 24.9 137 0.036 1.8 247 0.4 0 52 Subtotals for Structure: 1,173 0 1,083 Infil.: Win.: 3.5, Sum.: 1.6 55 4.291 236 0.400 43 22 Ductwork: 99 33 AED Excursion: 96 Room Totals: 1,508 43 1,235 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1955 Laurel Ave(Lot 3) Bay Shore,NY 11706 Page 22 Room Cooling and Heating Loads Bar Graphs Bedroom#1 ;Closets Mudroom Cooling Great Room/Dining Room Kitchen Foyer Parlor Bedroom#2 Bedroom#3 Heating Bathroom#2 i Bathroom#3'Halls Pantry/W.I.C. 0 5,000 10,000 15,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ® 1955 Laurel Ave(Lot 3) Bay Shore,NY 11706 Page 23 Room Cooling Loads Bar Graphs Bedroom#1 /Closets Mudroom Sensible Great Room/Dining Room Kitchen Foyer Parlor Bedroom#2 Bedroom#3 1 Latent Bathroom#2/Bathroom#3/Halls Pantry/W.I.C. 0 5,000 10,000 15,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Ellie Software Development,Inc. Aberdeen Building Consulting 1955 Laurel Ave(Lot 3) Bay Shore,NY 11706 ® Page 24 System 1 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Bedroom#1 / 586 11,545 150 3-6 521 6,740 553 307 307 Closets 2 Mudroom 174 1,851 24 1-4 427 818 53 37 37 3 Great Room/ 796 11,311 147 4-6 528 9,095 1,178 414 414 Dining Room 4 Kitchen 338 4,000 52 1-5 558 1,671 143 76 76 5 Foyer 95 2,297 30 1-4 535 1,025 90 47 47 6 Parlor 157 2,991 39 1-4 635 1,216 144 55 55 7 Bedroom#2 227 4,646 60 2-5 525 3,144 234 143 143 8 Bedroom#3 224 5,583 73 2-6 470 4,049 286 184 184 9 Bathroom#2/ 307 3,913 51 1-5 506 1,515 172 69 69 Bathroom#3/ Halls 10 Pantry/W.I.C. 137 1,508 20 1-4 645 1,235 43 56 56 Ventilation 2,041 428 821 Duct Latent 573 Return Duct 3 0 3 System 1 total 3,041 51,689 646 30,935 4,293 1,390 1,390 System 1 Main Trunk Size: 12x20 in. Velocity: 834 ft./min Loss per 100 ft.: 0.093 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btu Net Required: 2.94 88%/ 12% 30,935 4,293 35,227 Recommended: 3.44 75%/25% 30,935 10,312 41,246 Actual: 5.00 75%/25% 45,000 15,000 60,000 Equipment Data Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: RHEEM Description: Natural Gas or Propane Furnace Efficiency: 0 AFUE 16 SEER Sound: 0 0 Capacity: 60,000 Btuh 60,000 Btuh Adjusted Capacity: n/a 60,000 Btuh Sensible Capacity: n/a 45,000 Btuh Adjusted Sensible Capacity: n/a 45,000 Btuh Latent Capacity: n/a 15,000 Btuh Adjusted Latent Capacity: n/a 15,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM APEX Energy Ratings NY 228 Park Ave S#617693,New York,NY 10003 631-310-2147 1 631-626-3759 APEX apexenergyratingsny@gmail.com ENERGY RATINGS Duct&Envelope Tightness Compliance Report Aligned with 20181ECC,as amended by the 2020 New York State Supplement(Sections R402.4.1.2&R403.3.4) General Information" Test Address:1955 Laurel Avenue Completed By:Marvin Murillo HERS Rater ID#:1377176 Southold,NY 11971 APEX Energy Ratings NY RESNET Rater ID#: Test Date:10/4/2025 228 Park Ave S#617693 BPI#: Permit#:50631 New York,NY 10003 RFI#(if applicable): Compliance Pathway:Performance Bildmg Envelope Tightness Volume Calculation Check if applicable: Floor Area Volume Basement ❑ Conditioned Basement 1st Floor 3,260 32,620 El Crawlspace ❑✓ Sealed Attic 2nd Floor Attic 11,908 Testing Equipment: Total Volume: 44,5 Blower Door Model:Model 110V CFM @ 50 Pa: 1,933.9 ACH50 @ 50 Pa: 2.61 Duct Tester Model:DG1000-15924 r Last Calibration Date:Feb 14,2024 Code Compliance: Pass Duct Tightness System 1:1st Floor Left System 2:1st Floor Right Type of Duct Test: Duct Location:Sealed Attic Duct Location:Sealed Attic; Floor area served(ftz):1,572 *Tested to include portion through Garage ❑ Rough-in with air handler Leakage @ 25 Pa(CFM):N/A Floor area served(ftZ):1,690 ❑ Rough-in without air handler Leakage(CFM/100fe):N/A Leakage @ 25 Pa(CFM):57.5 Post-construction Code Compliance:Exempt Leakage(CFM/100fe):3.41 Code Compliance:Pass Envelope tightness was tested and verified in compliance with RESNET/ICC 380,ASTM E779,or ASTM E1827,in accordance with the 2018 IRC and the 2020 New York State Supplement(Section R402.4.1.2).Duct system leakage was verified in accordance with the 201 IECC,as amended by the 2020 New York State Supplement(Section R403.3.4). Signature: U. Marvin Murillo,APEX Energy Ratings NY Jarski, John From: Daniel Marra <marrconllc@gmail.com> Sent: Friday,January 9, 2026 2:08 PM To: Lanza, Heather Cc: Dino Marra;Jarski,John; Michaelis,Jessica;Westermann, Caitlin; Cummings, Brian A. Subject: Re: 1955 and 1815 Laurel Ave - native planting review, Southold. (aka Messina Conservation Subdiv) Thank you for the prompt response. Have a great Weekend On Fri,Jan 9, 2026 at 11:42 AM Lanza, Heather<heather.lanza@town.southold.ny.us>wrote: Daniel, This lot 3 is Ok for c.o. Heather Lanza,AICP Town Planning Director Southold Town Planning 54375 State Route 25 P.O.Box 1179 Southold,New York 11971 Phone: (631)765-1938 E-mail: heatherl@southoldtownny.gov From: Daniel Marra<marrconllc@gmail.com> Sent: Friday,January 9,202610:15 AM - To: Dino Marra<dino.marra@marrcon.com> Cc: Lanza, Heather<heather.lanza@town.southold.ny.us>;Jarski,John<iohni@southoldtownny.gov>; Michaelis, 1 Jessica <iessica.michaelis@town.southold.nv.us>;Westermann, Caitlin<caitlinw@southoldtownny.gov>; Cummings, Brian A.<brian.cummings@town.southold.ny.us> Subject: Re: 1955 and 1815 Laurel Ave- native planting review, Southold. (aka Messina Conservation Subdiv) Heather, Have you been able to review lot 3 again?This is the only thing holding up our C of O.We appreciate your help. Thankyou Daniel Marra President Marrcon Development Corp On Jan 6, 2026, at 9:13 AM, Dino Marra <dino.marraCa)marrcon.com>wrote: Heather, We removed all garbage, debris and concrete.We also repaired the split rail fence where ever it was damaged. Pictures are attached and obviously more than welcome to walk the site. Please let me know if you have questions or concerns. Happy new year! Thankyou, 2 Dino On Fri, Dec 12, 2025 at 10:48 AM Dino Marra <dino.marra0bmarrcon.com>wrote: Thank you Heather. I will have someone remove any garbage, debris and concrete and repair any broken split rails as soon as possible. Once complete I will send you a message with pictures. On Fri, Dec 12, 2025 at 10:25 AM Lanza, Heather<heather.la nza(«btown.southold.ny.us> wrote: Good Morning Dino, We inspected the two parcels at 1955 and 1815 Laurel Ave, Southold(Lots 3&4 of the Messina Conservation Subdivision)for the native revegetation. We found that the plantings were completed according to the revegetation plan, including some acceptable substitutions. Before a certificate of occupancy-is issued,the split rail fence needs to be repaired in all the places where it is broken. And trash and chunks of concrete need to be cleaned up on the other side of the split rail fence. That property is Southold Town open space; future encroachment with trash and other debris on the town-owned property needs to be avoided when developing the remaining lots. Thank you, Heather Lanza,AICP Town Planning Director Southold Town Planning 54.175 State Route g5 P.O.Box 1179 3 Southold,New York 11971 Phone: (631)765-1938 E-mail: heatherlosoutholdtownnu.gov Regards, Dino Marra Chief Financial Officer Marrcon Development Corp. M: 516-946-2355 E: dino.marra(«)marrcon.com W: marrcon.com <noname> Regards, Dino Marra Chief Financial Officer Marrcon Development Corp. M: 516-946-2355 E: dino.marra(«bmarrcon.com W: marrcon.com 4 <mime-attachment.png> Daniel Marra President MarrCon Development Corp 646-343-7400 5 .:;a-- 6-D(0 a I A M P Arch i t e c t u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build P March 19, 2025 t Marratime Capital V LLC Residence R 2 5 2025 f 1955 Laurel Avenue Southold, NY 11971 Tax map #1000-56-1-1.1 To Whom It May Concern. Based on my inspection at the above address the foundation and rebar were installed per the architectural plans and meet NYS Building Code. Please contact our office if you have any questions. Thankyou, Anthony Portillo, RA, LEED AP ARC M. P® �C\ v � �11), ® 7413 OF N�� Page 1 of 1 1955 LAUREL AVENUE Photo Report AM P Architecture Design + Build Foundation/Rebar win :may tit A M PArchitecture Design + Build ^7 \ AMPU� Architecture xdd��locoo Main R�d.Unit 3�Ma��ckw,n9� �� 0�� N— f�. =| | / �=� �= . � Phone:(6o1)soa*000 Design Build | ��O� '� u��/u / � K4erchl92U25 . Marnatirno Capital VLLCResidence l96S Laurel Avenue Southold, NYll97l Tax map #1O0U'56-1-11 To Whom It May Concern. Based on my inspection at the above address the framing and strapping were installed per the architectural plans and meet NYS Building Code. Please contact our office if you have any questions. Thanhynu' Anthony PortiUo. RA, LEEDAP 44 , ` ' Page luf1 AM P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build April 22, 2025 D Marratime Capital V LLC Residence MAY 1 4 2025 1955 Laurel Avenue Southold, NY 11971 Tax ma #1000-56-1-1.1 �4.sE&c�is��e�arx�Qrp� P Town of Sc ufliold To Whom It May Concern. Based on my inspection at the above address the rough plumbing and insulation were installed per the architectural plans and meet NYS Building Code. Please contact our office if you have any questions. Thank you, Anthony Portillo, RA, LEED AP A%' ,, p 0.t 740'5 Page 1 of 1 1955 LAUREL AVENUE LOT 3 Photo Report AM P Architecture Design + Build a 3 Rough Plumbing � ., ..-:,fie'►4`rx ' 'b a 1 LN 4,:t.,, :r ' low A +4. r � 7 X� i Lr ,� a' L AM P Architecture Design + Builc Insulation 5 , _ • s / 7, I% A M PArchitecture Design + Build 1955 Laurel Ave (Lot 3) HVAC Load Calculations for Dino Marra 1955 Laurel Ave (Lot 3) Southold NY 11971 r88L6j, ofhffI0re RHVACftsirmwnAL HVAC LOADS Prepared By: Matthew Wynne Aberdeen Building Consulting PO Box 62 Brightwaters NY 11718 631-969-9860 Thursday,January 18, 2024 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1955 Laurel Ave(Lot 3) Bay Shore,NY 11706 Page 2 Load Preview Report Has Net. Rec ttz SYSYS Sen Lat Net Sen S S Scope A Ton Ton /Ton Area Cain Gan Gain Loss FM C g Act m CFM CFM CFM Building 2.94 3.44 885 3,041 30,935 4293 35,227 51,689 646 1,390 1,390 System 1 No 2.94 3.44 885 3,041 30,935 4293 35,227 51,689 646 1,390 1,390 Ventilafon 428 821 1,249 2,041 30 30 30 Supply Duct LAO 573 573 Return Duct 0 3 3 3 Zone 1 3,041 30,507 2,896 33,403 49,645 646 1390 1,390 1-Bedroom#1/Closets 586 6,740 553 7293 11,545 150 307 307 2-Mudroom 174 818 53 871 1,851 24 37 37 3-Great Room/Dining Room 796 9,095 1,178 10273 11,311 147 414 414 4-Mchen 338 1,671 143 1A14 4,000 52 76 76 5-Foyer 95 1,025 90 1,115 2297 30 47 47 64'arlor 157 1216 144 1,360 2,991 39 55 55 7-Bedroom#2 227 3,144 234 3,378 4,646 60 143 143 8-Bed roorn#3 224 4,049 286 4,335 5,583 73 184 184 9•Baltxoom#2/Bathroom#3/Halls 307 1,515 172 1,687 3,913 51 69 69 10-Pantry/w1C. 137 1235 43 1278 1,508 20 56 56 II C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Chvacbe Been BNY i 190 su9ng 1955 LaureAver(of 3) -Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Shor L System 1 - - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 50,000 40,000-- 30,000-0000000000 Co 43.5% Diff.from Avg. (2,381 Btuh Excursion) c C7 20,000 10,000 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm / Average Glass / 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours MENummary --- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. System is on N E S W rosette. Peak load exceeds 12-hour average load by 43.5%. AED Excursion (amount by which peak exceeds 1.3 x average): 2,381 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday,January 18, 2024, 10:37 AM ntial& ht Abe Been Building 1g Consulting Commercial HVAC Loads ■ Elite Softw195 Deaurelp Ave P(Lot e3) Shor Total Building Summary Loads mponent Area Sen Lat Sen To Descri tion Quan Loss Gain Gain G A: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 233.7 4,634 0 8,838 8,838 J: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 32 634 0 502 502 103:Glazing-French door, .32/ .40, U-value 0.32, SHGC 40 794 0 824 824 0.4 G: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 54.4 1,080 0 657 657 E: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 18.5 368 0 400 400 F: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 18 357 0 214 214 102: Glazing-French door, .32/ .40, U-value 0.32, SHGC 96 1,905 0 1,868 1,868 0.4 H: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 12.6 250 0 150 150 101: Glazing-French door, .32/ .40, U-value 0.32, SHGC 28 556 0 333 333 0.4 K: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 18.5 366 0 220 220 I: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 20.8 414 0 248 248 104: Glazing-French door, .32/ .40, U-value 0.32, SHGC 24 476 0 1,006 1,006 0.4 R25: Wall-Frame, Custom, R25, U-value 0.054 2108.2 7,059 0 2,519 2,519 R49 in rafters: Roof/Ceiling-Roof Joists Between Roof 3041.3 10,369 0 6,356 6,356 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, R49 in rafters, U-value 0.055 R30 Frame: Floor-Over enclosed crawl space, Custom, 3041.3 5,492 0 1,152 1,152 R30, U-value 0.036 Subtotals for structure: 34,754 0 25,287 25,287 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 3,275 575 827 1,402 Infiltration: Winter CFM: 171, Summer CFM: 76 11,619 2,096 1,091 3,187 Ventilation: Winter CFM: 30, Summer CFM: 30 2,041 821 428 1,249 AED Excursion: 0 0 2,381 2,381 Total Building Load Totals: 51,689 4,293 30,935 35,227 Ejeck Figuro Total Building Supply CFM: 1,390 CFM Per Square ft.: 0.457 Square ft. of Room Area: 3,041 Square ft. Per Ton: 885 Volume (ft3): 32,868 Total Heating Required Including Ventilation Air: 51,689 Btuh 51.689 MBH Total Sensible Gain: 30,935 Btuh 88 % Total Latent Gain: 4,293 Btuh 12 % Total Cooling Required Including Ventilation Air: 35,227 Btuh 2.94 Tons (Based On Sensible + Latent) 3.44 Tons (Based On 75%Sensible Capacity) Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM e Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 1955 Laurel Ave(Lot 3) Bay shore,NY 11706 Page Building Bar Graph 15,000 10,000 Building Loss 51 ,689 Btuh 5,000 0 Floor 11% Wall 14% Ductwork 6% Ventilation 4% Roof 20% Glass 23% Infiltration 22% 20,000 15,000 Building 10,000 Gain 35,227 Btu h 5,000 0 Floor 3% Wall 7% People 5% Infiltration 9% AED Excursion 7°% Roof 18% Glass 43°% Ductwork 4% Ventilation 4°% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM FAb Bae ShoreB NY Residential 1170 6 sul9ngcommercial HVAC-Loads ■ Elite Softw1955DLaurelpAveP(Lote 6 System 1 Summary Loads ComDescpo t ont Total Guan - - Loss - Gain Gain A: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 233.7 4,634 0 8,838 8,838 J: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 32 634 0 502 502 103: Glazing-French door, .32/ .40, U-value 0.32, SHGC 40 794 0 824 824 0.4 G: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 54.4 1,080 0 657 657 E: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 18.5 368 0 400 400 F: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 18 357 0 214 214 102: Glazing-French door, .32/ .40, U-value 0.32, SHGC 96 1,905 0 1,868 1,868 0.4 H: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 12.6 250 0 150 150 101:Glazing-French door, .32/ .40, U-value 0.32, SHGC 28 556 0 333 333 0.4 K: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 18.5 366 0 220 220 I: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 20.8 414 0 248 248 104: Glazing-French door, .32/ .40, U-value 0.32, SHGC 24 476 0 1,006 1,006 0.4 R25: Wall-Frame, Custom, R25, U-value 0.054 2108.2 7,059 0 2,519 2,519 R49 in rafters: Roof/Ceiling-Roof Joists Between Roof 3041.3 10,369 0 6,356 6,356 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, R49 in rafters, U-value 0.055 R30 Frame: Floor-Over enclosed crawl space, Custom, 3041.3 5,492 0 1,152 1,152 R30, U-value 0.036 Subtotals for structure: 34,754 0 25,287 25,287 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 3,275 575 827 1,402 Infiltration: Winter CFM: 171, Summer CFM: 76 11,619 2,096 1,091 3,187 Ventilation: Winter CFM: 30, Summer CFM: 30 2,041 821 428 1,249 AED Excursion: 0 0 2,381 2,381 System 1 Load Totals: 51,689 4,293 30,935 35,227 Supply CFM: 1,390 CFM Per Square ft.: 0.457 Square ft. of Room Area: 3,041 Square ft. Per Ton: 885 Volume (ft3): 32,868 Total Heating Required Including Ventilation Air: 51,689 Btuh 51.689 MBH Total Sensible Gain: 30,935 Btuh 88 % Total Latent Gain: 4,293 Btuh 12 % Total Cooling Required Including Ventilation Air: 35,227 Btuh 2.94 Tons (Based On Sensible+ Latent) 3.44 Tons (Based On 75%Sensible Capacity) Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.! Aberdeen Building Consulting 1955 Laurel Ave(Lot 3) Bay Shore, NY 11706 Page 7 LSystem 1 Bar Graph 15,000 10,000 System 1 Loss 51 ,689 5,000 Btu h 0 - Floor 11% Wall 14% Ductwork 6% Ventilation 4% Roof 20% Glass 23% Infiltration 22% 20,000 15,000 System 1 10,000 Gain 35,227 Btuh 5,000 0 ---- Floor 3% Wall 7% People 5% Infiltration 9% AED Excursion 7% Roof 18% Glass 43% Ductwork 4% Ventilation 4% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.1 Bay Shore,NY Aberdeen 11g 06 Consuiting — ■ -- - — 1955 Laurel Ave�e38 Manual S Performance Data - System 1 Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 30.935 Outdoor Wet Bulb: 71 Latent Gain: 4.293 Indoor Dry Bulb: 70 Total Gain: 35.227 Indoor RH: 50 Load SHR: 0.88 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 51.689 Indoor Dry Bulb: 72 Entering Dry Bulb: 69.1 Indoor RH: 30 Supply Airflow: 646 nt Performance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Nominal Capacity: 60.000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 45.000 30.935 145% Latent Capacity: 15.000 4.293 349% Total Capacity: 60.000 35.227 170% Heating: Model Type: Natural Gas Furnace, Model: , Nominal Capacity: 60.000, Manufacturer: RHEEM Results: Percent Load of Load Heating Capacity: 60.000 51.689 116% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads —Elite Software Development,Inc.,, Aberdeen Building Consulting2 1955 Laurel Ave(Lot 3) Bay Shore,NY 11706 -- --- Page 9 System 1 - Hourly Room Net Gain System 1 Hourly Room Net Gain 14,000 ................. . .. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13,000 .............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . 12,000 ....... . .. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . . . . . . .. . . . . . . 11,000.......................... . . . . . . . .. . . . . . . . .. . . . . . . . ... . . . . . . . . . . . .. . . . . . 10,000 . .... ........ . . ............ .. .... ..........I . 9,000 ........ ............. . ........ .... . .................... ..... ... . . ....... . . ....... . . ...... ... 8,000 ...................... .................. ............................................. . . 7 ffi 7,000 ...................... ..... .................................................................. 6,000 ................. ........................................................................... 5,000 .... .... .............. . . . .... . . . ....................................... . . .. . . . .. . . . . .. . .. . .. 4,000 ............................ . . ... . . .. . . ... . . . .............. 3,000 ............... . . .......... ........... .. . . . .. 2,000 ... .. ........... . . ....... 1,000 ... r".. .. .......... . . . .... .... . . . . . . . . . . . . ... ... .......... 0 — - 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day Bedroom#1 / Closets(49°/.) t Mudroom(259/4 —�� Great Room/ Dining Room(459/4 �— Kitchen(229/4 --"— Foyer(50°/4 Parlor(331/4 Bedroom#2(549/4 Iij Bedroom#3(59°/4 Bathroom#2/ Bathroom#3/ Halls(169/6) Pantry/ W.I.C.(550/d Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof,wall and door gains also vary throughout the day, for this graph and in Manual J glass gains are the only ones that fluctuate. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Res &Light Commercial HVAC Loads Elite Software Development,Inc. A idential Aberdeen Building Consulting 1955 Laurel Ave(Lot 3) Bay Shore,NY 11706 Page 1() System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms) Component Area Sen Lat Sen Total Descopbon Quan Loss Gain Quin Gain A: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 233.7 4,634 0 8,838 8,838 J: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 32 634 0 502 502 103: Glazing-French door, .32/ .40, U-value 0.32, SHGC 40 794 0 824 824 0.4 G: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 54.4 1,080 0 657 657 E: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 18.5 368 0 400 400 F: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 18 357 0 214 214 102: Glazing-French door, .32/ .40, U-value 0.32, SHGC 96 1,905 0 1,868 1,868 0.4 H: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 12.6 250 0 150 150 101: Glazing-French door, .32/.40, U-value 0.32, SHGC 28 556 0 333 333 0.4 K: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 18.5 366 0 220 220 I: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 20.8 414 0 248 248 104: Glazing-French door, .32/ .40, U-value 0.32, SHGC 24 476 0 1,006 1,006 0.4 R25: Wall-Frame, Custom, R25, U-value 0.054 2108.2 7,059 0 2,519 2,519 R49 in rafters: Roof/Ceiling-Roof Joists Between Roof 3041.3 10,369 0 6,356 6,356 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, R49 in rafters, U-value 0.055 R30 Frame: Floor-Over enclosed crawl space, Custom, 3041.3 5,492 0 1,152 1,152 R30, U-value 0.036 Subtotals for structure: 34,754 0 25,287 25,287 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 3,272 0 827 827 Infiltration: Winter CFM: 171, Summer CFM: 76 11,619 2,096 1,091 3,187 System 1, Zone 1 Load Totals: 49,645 2,896 30,507 33,403 gFieck Figures Supply CFM: 1,390 CFM Per Square ft.: 0.457 Square ft. of Room Area: 3,041 Square ft. Per Ton: 974 Volume (ft3): 32,868 Total Heating Required: 49,645 Btuh 49.645 MBH Total Sensible Gain: 30,507 Btuh 91 % Total Latent Gain: 2,896 Btuh 9 % Total Cooling Required: 33,403 Btuh 2.78 Tons (Based On Sensible + Latent) 3.12 Tons (Based On 75%Sensible Capacity) mom Rhvac is an ACCA approved Manual J,µD and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 1955 Laurel Ave(Lot 3) Bay Shore,NY 11706 a_:,. Page 11 System 1, Zone 1 Bar Graph - 15,000 10,000 System 1 , Zone 1 Loss 49,645 5,000 Btuh Floor 11% Wall 14% Ductwork 7% Roof 21% Glass 24% Infiltration 23% 20,000 15,000 System 1 , Zone 10,000 1 Gain 33,403 Btuh 5,000 0 -- --- Floor 3% Wall 8% People 5% Infiltration 10% Roof 19% Glass 46% Ductwork 2% AED Excursion 7% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1955 Laurel Ave(Lot Bay Shore,NY 11706 Page Detailed Room Loads - Room 1 - Bedroom #1 /Closets (Average Load Procedure) neral Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 24.0 ft. System Number: 1 Room Width: 24.4 ft. Zone Number: 1 Area: 586.0 sq.ft. Supply Air: 307 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 3.1 AC/hr Volume: 5,860 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 7 CFM Runout Air: 102 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 7 CFM Runout Air Velocity: 521 ft./min. Percent of Supply: 2 % Runout Air Velocity: 521 ft./min. Actual Winter Infil.: 45 CFM Actual Loss: 0.175 in.wg./100 ft. Actual Summer Infil.: 20 CFM Item Area U- Htg Sen ag Description Quanta Value HTM Loss HTM Gain W -Wall-R25 24.4 X 10 194.1 0.054 3.3 650 1.2 0 232 S-Wall-R25 23.5 X 10 163 0.054 3.3 546 1.2 0 195 N -Wall-R25 23.5 X 10 219.5 0.054 3.3 735 1.2 0 262 W -GIs-A shgc-0.4 0%S (3) 50.1 0.320 19.8 993 41.9 0 2,097 S -GIs-J shgc-0.4 56%S (2) 32 0.320 19.8 634 15.7 0 502 S -GIs-103 shgc-0.4 0%S 40 0.320 19.8 794 20.6 0 824 N -GIs-G shgc-0.4 100%S 10.9 0.320 19.8 216 11.8 0 129 N -GIs-E shgc-0.4 100%S 4.6 0.320 19.8 92 11.9 0 55 UP-Roof-R49 in rafters 24 X 24.4 586 0.055 3.4 1,998 2.1 0 1,225 Floor-R30 Frame 24.4 X 24 586 0.036 1.8 1,058 0.4 0 222 Subtotals for Structure: 7,716 0 5,743 Infil.: Win.: 45.1, Sum.: 20.2 714 4.296 3,068 0.403 553 288 Ductwork: 761 183 AED Excursion: 526 Room Totals: 11,545 553 6,740 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1955 Laurel Ave(Lot 3) Bay Shore,NY 11706 Page 13 Detailed Room Loads - Room 2 - Mudroom (Average Load Procedure) General - Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 6.8 ft. System Number: 1 Room Width: 25.5 ft. Zone Number: 1 Area: 174.2 sq.ft. Supply Air: 37 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 1.3 AC/hr Volume: 1,742 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 37 CFM Percent of Supply.: 3 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 427 ft./min. Percent of Supply: 2 % Runout Air Velocity: 427 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.209 in.wg./100 ft. Actual Summer Infil.: 2 CFM Area -U- HtA rscnption - Quantity Value HTM , . ,.. N -Wall-R25 6.8 X 10 50.3 0.054 3.3 169 1.2 0 60 N -GIs-F shgc-0.4 100%S 18 0.320 19.8 357 11.9 0 214 UP-Roof-R49 in rafters 6.8 X 25.5 174.2 0.055 3.4 594 2.1 0 364 Floor-R30 Frame 25.5 X 6.8 174.2 0.036 1.8 315 0.4 0 66 Subtotals for Structure: 1,435 0 704 Infil.: Win.: 4.3, Sum.: 1.9 68 4.303 294 0.410 53 28 Ductwork: 122 22 AED Excursion: 64_ Room Totals: 1,851 53 818 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1955 Laurel Ave(Lot 3) Bay Shore,NY 11706 Page 14 Detailed Room Loads - Room 3 - Great Room /Dining Room (Average Load Procedure Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 35.9 ft. System Number: 1 Room Width: 22.2 ft. Zone Number: 1 Area: 796.2 sq.ft. Supply Air: 414 CFM Ceiling Height: 12.0 ft. Supply Air Changes: 2.6 AC/hr Volume: 9,554 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 7 CFM Runout Air: 104 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 9 CFM Runout Air Velocity: 528 ft./min. Percent of Supply: 2 % Runout Air Velocity: 528 ft./min. Actual Winter Infil.: 31 CFM Actual Loss: 0.180 in.wg./100 ft. Actual Summer Infil.: 14 CFM Item Area -U- Htg Sen Clg Lat IM Descripfion - Quantity Value HTM Loss HTM Gain - ---- ------ -- - - -- -- E -Wall-R25 22.2 X 12 199.2 0.054 3.3 667 1.2 0 238 W -Wall-R25 22.2 X 10 125.7 0.054 3.3 421 1.2 0 150 W -GIs-102 shgc-0.4 74%S 96 0.320 19.8 1,905 19.5 0 1,868 E-GIs-A shgc-0.4 0%S (4) 66.8 0.320 19.8 1,324 41.9 0 2,800 UP-Roof-R49 in rafters 35.9 X 22.2 796.2 0.055 3.4 2,715 2.1 0 1,664 Floor-R30 Frame 22.2 X 35.9 796.2 0.036 1.8 1,438 0.4 0 301 Subtotals for Structure: 8,470 0 7,021 Infil.: Win.: 30.8, Sum.: 13.8 488 4.296 2,095 0.404 378 197 Ductwork: 746 247 AED Excursion: 710 People: 200 lat/per, 230 sen/per: 4 800 920 Room Totals: 11,311 1,178 9,095 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1955 Laurel Ave(Lot 3) Bay Shore,NY 11706 Page 15 Detailed Room Loads - Room 4 - Kitchen (A erage Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 18.3 ft. System Number: 1 Room Width: 18.4 ft. Zone Number: 1 Area: 337.6 sq.ft. Supply Air: 76 CFM Ceiling Height: 12.0 ft. Supply Air Changes: 1.1 AC/hr Volume: 4,052 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 76 CFM Percent of Supply.: 3 % Runout Duct Size: 5 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 558 ft./min. Percent of Supply: 2 % Runout Air Velocity: 558 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.259 in.wg./100 ft. Actual Summer Infil.: 5 CFM l�ftem - Area -U- Ho Description Quantit�Value HTM Los W -Wall-R25 18.4 X 10 149.8 0.054 3.3 502 1.2 0 179 W -GIs-G shgc-0.4 100%S (2) 21.8 0.320 19.8 432 11.8 0 258 W -GIs-H shgc-0.4 100%S 12.6 0.320 19.8 250 11.9 0 150 UP-Roof-R49 in rafters 18.3 X 18.4 337.6 0.055 3.4 1,151 2.1 0 706 Floor-R30 Frame 18.4 X 18.3 337.6 0.036 1.8 610 0.4 0 128 Subtotals for Structure: 2,945 0 1,421 Infil.: Win.: 11.6, Sum.: 5.2 184 4.295 791 0.402 143 74 Ductwork: 264 45 AED Excursion: 130 Room Totals: 4,000 143 1,671 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 1955 Laurel Ave(Lot 3) Bay Shore,NY 11706 Page 16 Detailed Room Loads - Room 5 - Foyer (Average Load Procedure) J eneral _ _, Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 8.2 ft. System Number: 1 Room Width: 11.6 ft. Zone Number: 1 Area: 94.6 sq.ft. Supply Air: 47 CFM Ceiling Height: 12.0 ft. Supply Air Changes: 2.5 AC/hr Volume: 1,135 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 47 CFM Percent of Supply.: 3 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 535 ft./min. Percent of Supply: 2 % Runout Air Velocity: 535 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.326 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item Area -U- Htg Sen Clg Description Quantity Value HTM Loss HTM E-Wall-R25 11.6 X 10 69.4 0.054 3.3 232 1.2 0 83 E -GIs-101 shgc-0.4 100%S 28 0.320 19.8 556 11.9 0 333 E -GIs-K shgc-0.4 100%S (2) 18.5 0.320 19.8 366 11.9 0 220 UP-Roof-R49 in rafters 8.2 X 11.6 94.6 0.055 3.4 323 2.1 0 198 Floor-R30 Frame 11.6 X 8.2 94.6 0.036 1.8 171 0.4 0 36 Subtotals for Structure: 1,648 0 870 Infil.: Win.: 7.3, Sum.: 3.3 116 4.299 498 0.406 90 47 Ductwork: 151 28 AED Excursion: 80 Room Totals: 2,297 90 1,025 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1955 Laurel Ave(Lot 3) Bay Shore,NY 11706 Page 117 Detailed Room Loads - Room 6 - Parlor (Average Load Procedure) Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.7 ft. System Number: 1 Room Width: 12.4 ft. Zone Number: 1 Area: 157.3 sq.ft. Supply Air: 55 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 2.1 AC/hr Volume: 1,573 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 55 CFM Percent of Supply.: 3 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 635 ft./min. Percent of Supply: 2 % Runout Air Velocity: 635 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.457 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- E)escri Ou�uarrtity Value E -Wall-R25 12.4 X 10 90.8 0.054 3.3 304 1.2 0 108 N -Wall-R25 12.4 X 5 62.1 0.054 3.3 208 1.2 0 74 E -GIs-A shgc-0.4 95%S (2) 33.4 0.320 19.8 662 13.2 0 442 UP-Roof-R49 in rafters 12.7 X 12.4 157.3 0.055 3.4 536 2.1 0 329 Floor-R30 Frame 12.4 X 12.7 157.3 0.036 1.8 284 0.4 0 60 Subtotals for Structure: 1,994 0 1,013 Infil.: Win.: 11.8, Sum.: 5.3 186 4.295 800 0.403 144 75 Ductwork: 197 33 AED Excursion: 95 Room Totals: 2,991 144 1,216 L — - - C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1955 Laurel Ave(Lot 3) Bay Shore,NY 11706 Page 18 Detailed Room Loads - ROOM 7- Bedroom #2 (Average Load Procedure) Calculation Mode: Htg. &c1g. Occurrences: 1 Room Length: 13.9 ft. System Number: 1 Room Width: 16.3 ft. Zone Number: 1 Area: 227.3 sq.ft. Supply Air: 143 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 3.8 AC/hr Volume: 2,273 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 3 CFM Runout Air: 72 CFM Percent of Supply.: 2 % Runout Duct Size: 5 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 525 ft./min. Percent of Supply: 2 % Runout Air Velocity: 525 ft./min. Actual Winter Infil.: 19 CFM Actual Loss: 0.229 in.wg./100 ft. Actual Summer Infil.: 9 CFM Item Area -U- Htg Sen Gig Quanft__ Value HTM Loss HTM Gain' W -Wall-R25 16.3 X 10 122.6 0.054 3.3 411 1.2 0 146 S -Wall-R25 13.9 X 10 128.8 0.054 3.3 431 1.2 0 154 W -GIs-A shgc-0.4 0%S 16.7 0.320 19.8 331 41.9 0 700 S-GIs-[ shgc-0.4 100%S 10.4 0.320 19.8 207 11.9 0 124 W -GIs-104 shgc-0.4 0%S 24 0.320 19.8 476 41.9 0 1,006 UP-Roof-R49 in rafters 13.9 X 16.3 227.3 0.055 3.4 775 2.1 0 475 Floor-R30 Frame 16.3 X 13.9 227.3 0.036 1.8 410 0.4 0 86 Subtotals for Structure: 3,041 0 2,691 Infil.: Win.: 19.1, Sum.: 8.6 303 4.294 1,299 0.403 234 122 Ductwork: 306 85 AED Excursion: 245 Room Totals: 4,646 234 3,144 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday,January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1955 Laurel Ave(Lot 3) Bay Shore,NY 11706 Page 19 Detailed Room Loads - Room 8 - Bedroom #3 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.5 ft. System Number: 1 Room Width: 15.4 ft. Zone Number: 1 Area: 223.5 sq.ft. Supply Air: 184 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 5.0 AC/hr Volume: 2,236 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 3 CFM Runout Air: 92 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 470 ft./min. Percent of Supply: 2 % Runout Air Velocity: 470 ft./min. Actual Winter Infil.: 23 CFM Actual Loss: 0.143 in.wg./100 ft. Actual Summer Infil.: 10 CFM Item Area -U- Htg Sen Clg Lat Description Quarift Value HTM Loss HTM Gain E -WaIl-R25 15.4 X 10 90.2 0.054 3.3 302 1.2 0 108 S -Wall-R25 14.5 X 10 134.6 0.054 3.3 451 1.2 0 161 N -Wall-R25 7 X 10 70 0.054 3.3 234 1.2 0 84 E -GIs-A shgc-0.4 0%S (3) 50.1 0.320 19.8 993 41.9 0 2,100 S-GIs-I shgc-0.4 100%S 10.4 0.320 19.8 207 11.9 0 124 E -GIs-E shgc-0.4 56%S (3) 13.9 0.320 19.8 276 24.9 0 345 UP-Roof-R49 in rafters 14.5 X 15.4 223.5 0.055 3.4 762 2.1 0 467 Floor-R30 Frame 15.4 X 14.5 223.5 0.036 1.8 404 0.4 0 85 Subtotals for Structure: 3,629 0 3,474 Infil.: Win.: 23.3, Sum.: 10.4 369 4.296 1,586 0.404 286 149 Ductwork: 368 110 AED Excursion: 316 Room Totals: 5,583 286 4,049 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1955 Laurel Ave(Lot 3) Bay Shore,NY 11706 Page 20 Detailed Room Loads - Room 9 - Bathroom #2/Bathroom #3/Halls (Average Load Procedure) Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 17.0 ft. System Number: 1 Room Width: 18.1 ft. Zone Number: 1 Area: 307.4 sq.ft. Supply Air: 69 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 1.3 AC/hr Volume: 3,074 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 69 CFM Percent of Supply.: 3 % Runout Duct Size: 5 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 506 ft./min. Percent of Supply: 2 % Runout Air Velocity: 506 ft./min. Actual Winter Infil.: 14 CFM Actual Loss: 0.213 in.wg./100 ft. Actual Summer Infil.: 6 CFM [Area -U- Htg Sen Clg Lat ktity Value_ HTM Loss _ HTM Gain G S-Wall-R25 17 X 10 148.2 0.054 3.3 496 1.2 0 177 W -Wall-R25 2.6 X 10 25.8 0.054 3.3 86 1.2 0 31 E -Wall-R25 2.6 X 10 25.8 0.054 3.3 86 1.2 0 31 S-GIs-G shgc-0.4 93%S (2) 21.8 0.320 19.8 432 12.4 0 270 UP-Roof-R49 in rafters 17 X 18.1 307.4 0.055 3.4 1,048 2.1 0 642 Floor-R30 Frame 18.1 X 17 307.4 0.036 1.8 555 0.4 0 116 Subtotals for Structure: 2,703 0 1,267 Infil.: Win.: 14.0, Sum.: 6.3 222 4.295 952 0.402 172 89 Ductwork: 258 41 AED Excursion: 118 Room Totals: 3,913 172 1,515 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1955 Laurel Ave(Lot 3) 'Bay Shore,NY 11706 Page 21 Detailed Room Loads - Room 10 - Pantry/ W.I.C. (Average Load Procedure) j General - Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 24.9 ft. System Number: 1 Room Width: 5.5 ft. Zone Number: 1 Area: 137.0 sq.ft. Supply Air: 56 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 2.5 AC/hr Volume: 1,370 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 56 CFM Percent of Supply.: 2 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 645 ft./min. Percent of Supply: 2 % Runout Air Velocity: 645 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.471 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen Description Quanta — Value HTM Loss W -Wall-R25 5.5 X 10 38.3 0.054 3.3 128 1.2 0 46 W -GIs-A shgc-0.4 0%S 16.7 0.320 19.8 331 41.9 0 699 UP-Roof-R49 in rafters 24.9 X 5.5 137 0.055 3.4 467 2.1 0 286 Floor-R30 Frame 5.5 X 24.9 137 0.036 1.8 247 0.4 0 52 Subtotals for Structure: 1,173 0 1,083 Infil.: Win.: 3.5, Sum.: 1.6 55 4.291 236 0.400 43 22 Ductwork: 99 33 AED Excursion: 96 Room Totals: 1,508 43 1,235 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1955 Laurel Ave(Lot 3) Bay Shore NY 11706 Page 22 Room Cooling and Heating Loads Bar Graphs Bedroom#1 /Closets Mudroom Cooling Great Room/Dining Room Kitchen Foyer Parlor Bedroom#2 Bedroom#3 Heating Bathroom#2/Bathroom#3/Halls Pantry/W.I.C. 0 5,000 10,000 15,000 Btuh CAUsers\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1955 Laurel Ave(Lot 3) L Bay Shore,NY 11706 Page 23 _Room Cooling Loads Bar Graphs Bedroom#1 /Closets Mudroom Sensible Great Room/Dining Room Kitchen Foyer Parlor Bedroom#2 Bedroom#3 Latent Bathroom#2/Bathroom#3/Halls Pantry/W.I.C. 0 5,000 10,000 15,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18 2024 10:37 AM 1 Y� Y Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ® 1955 Laurel Ave(Lot 3) Bay Shore,NY 11706 Page 24 System 1 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM_ ---Zone 1--- 1 Bedroom#1 / 586 11,545 150 3-6 521 6,740 553 307 307 Closets 2 Mudroom 174 1,851 24 1-4 427 818 53 37 37 3 Great Room/ 796 11,311 147 4-6 528 9,095 1,178 414 414 Dining Room 4 Kitchen 338 4,000 52 1-5 558 1,671 143 76 76 5 Foyer 95 2,297 30 1-4 535 1,025 90 47 47 6 Parlor 157 2,991 39 1-4 635 1,216 144 55 55 7 Bedroom#2 227 4,646 60 2-5 525 3,144 234 143 143 8 Bedroom#3 224 5,583 73 2-6 470 4,049 286 184 184 9 Bathroom#2/ 307 3,913 51 1-5 506 1,515 172 69 69 Bathroom#3/ Halls 10 Pantry/W.I.C. 137 1,508 20 1-4 645 1,235 43 56 56 Ventilation 2,041 428 821 Duct Latent 573 Return Duct 3 0 3 System 1 total 3,041 51,689 646 30,935 4,293 1,390 1,390 System 1 Main Trunk Size: 12x20 in. Velocity: 834 ft./min Loss per 100 ft.: 0.093 in.wg Cooling Sensible/Latent Sensible Latent T ;.Tons Split Btuh Btuh Net Required: 2.94 88%/ 12% 30,935 4,293 35,227 Recommended: 3.44 75%/25% 30,935 10,312 41,246 Actual: 5.00 75%/25% 45,000 15,000 60,000 Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: RHEEM Description: Natural Gas or Propane Furnace Efficiency: 0 AFUE 16 SEER Sound: 0 0 Capacity: 60,000 Btuh 60,000 Btuh Adjusted Capacity: n/a 60,000 Btuh Sensible Capacity: n/a 45,000 Btuh Adjusted Sensible Capacity: n/a 45,000 Btuh Latent Capacity: n/a 15,000 Btuh Adjusted Latent Capacity: n/a 15,000 Btuh I C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 3.rh9 Thursday, January 18, 2024, 10:37 AM FIELD INSPECTION REPORT COMMENTS FOUNDATION ------------- FOUNDATION 1 ROUGH FRAMING& PLUMBING i r ENERGYINSULATION PER N.Y. STATE • 1 Apr "1IDITI•NAL COMMZ4, mrl VA A. - i ' / � ` Ylt7'�r.2 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD =` Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh(@-southoldtownny.gov -- seand(@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 07/10/2024 Company Name: Vue Electric Inc Electrician's Name: Joseph Piscatello License No.: 5230-ME Elec. email:joe@vueelectric.com Elec. Phone No: 516-805-2606 01 request an email copy of Certificate of Compliance Elec. Address.: 365 Kirkup Ln Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: Laurel Ave Subd Lot 3 Address: 1955 Laurel Ave, Southold, NY 11971 Cross Street: Pond Ave Phone No.: 631-603-9092 Bldg.Permit#: 50631 email:dmarra02@gmail.com Tax Map District: 1000 Section:56 Block: 01 Lot: 1.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New Construction Square Footage: 16658 Circle AM That Apply: ( I r� Is job ready for inspection?: ❑ YES ❑✓ NO Rough In Final Do you need a Temp Certificate?: ❑ YES NO Issued On Temp Information: (All information required) Service Size , 1 Ph 73 Ph Size: 200 A # Meters 1 Old Meter# NA []New Service(Fire Reconnect(Flood Reconnect(Service Reconnect(✓ Underground[]Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? ✓ Y N Additional Information: PAYMENT DUE WITH APPLICATION rt-c4 l a7 93 3 S 0 ,o-a re c d;-to-i tqV �g�FFOI�C BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD W Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �4-A �a0 Telephone (631) 765-1802 Temporary Certificate # cZ3 Date J 2024 Customer Namek"re' 4Ve, d 0� 3 Electrician Name . UL 'e4v�j C, Address I L1155 r f j &t pQ j Phone 1(0 . g 05- • Q (0 0(V e-mail a Irra.D ov" a-mail e we el ec4v i c, . LOvM Phone (8`. ( . (p O3 . q09 License 52�j0� Me Size__gPQD _A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New ✓ "H" Frame or Pole E(� P Fire Reconnect Was work done on Service. Y QS 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 fr date above. Authorized by BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD r� A . Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ..., _ iamesh(@southoldtownnygov - seandp_southoidtownny.g v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 07/10/2024 Company Name: Vue Electric Inc Electrician's Name: Joseph Piscatello License No.: 5230-ME Elec. email:joe@vueelectric.com Elec. Phone No: 516-805-2606 1 request an email copy of Certificate of Compliance Elec. Address.: ��5 Ilirm �p 1 n Mattit nli' NY 11952 VV I\tl f\U LII VIQIUIuI,t\ V I 1 1 I JOB SITE INFORMATION (All Information Required) Name: Laurel Ave Subd Lot 3 Address: 1955 Laurel Ave, Southold, NY 11971 Cross Street: Pond Ave Phone No.: 631-603-9092 Bldg.Permit#: 50631 email: dmarra02@gmail.com Tax Map District: 1000 'Section:56 Block: 01 Lot: 1.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New Construction Square Footage: 16658 Circle All That Apply: ( 1 Is job ready for inspection?: YES ❑✓ NO ❑Rough In �-] Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Ek"A- Temp Information: (All information required) Service SizeF&—/I1 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# NA ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑✓ Underground ❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? ✓ Y N Additional Information: PAYMENT DUE WITH APPLICATION -1 .� � .o� rcct�1o7�9 PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D PanelPump . 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 PERMIT# Address: L�o Re ue, Switches C) Outlets GFI's Surface o t(;-� 't , Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. WAD. 1 Panel Pump Exhaust oven Sump Heater Trnsfmr Smokes DW l Generator Salt Gen. Carbon micro GrbDis Water Bond Lights Heat Pucks ERV Inst Hot DeHum Transfer HOT TUB/SP Disc Combo Cooktop Minisplit Blower AC a_ AH Hood Blower Servlcea'DC)AmpsW)Cyr Have Used Sub Amps Have Used Comments NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY 0 Stony Brook:50 Circle Road,Stony Brook,NY IV90 P.(631)444-03651 F:(631)444-0360 www.dec.ny.gov October 6, 2023 AMP Architecture PLLC 1075 Frankville Rd Laurel, NY 11948 Re:Application ID 1-4738-00952/00005 Marratime Captial V LLC Project 705,751,2425 Laurel Ave, Southold, NY SCTM# 1000-55-6-35,36 SCTM# 1000-56-11 Dear Applicant, I have received your request to obtain a definitive determination regarding a clearing time frame to protect the habitats of Northern long-eared bats for the development of the subdivision. Since the DEC has documented the summer occurrence of the Northern Long Eared Bat (NLEB) (Myotis sepfentrionalis),a species listed as "endangered" by both New York State and the US Fish &Wildlife Service, within 3 miles of the project location. We have determined that tree cutting at this location between March 1 and November 30 of any calendar year may result in the"take"of these endangered/threatened species or their habitat within the meaning of Environmental Conservation Law(ECL) §11-535.The term "take" is defined'in part as the direct killing or injury of individual members of a protected species, interference with critical breeding, foraging, migratory or other essential behaviors, or the adverse modification of the species' habitat The"take" of a species listed as endangered or threatened is prohibited in the absence of a permit from this Department issued pursuant to ECL§11-535. In order to avoid an Endangered Species "take, no tree cutting activities must be conducted at the project site between the dates of March 1 and November 30 of any calendar year. If you have questions about.the presence of protected species on or near your property, the potential effects of activities on these species or your responsibilities as a landowner or project sponsor under the Endangered Species Regulations please contact the Regional Wildlife Manager at(631) 444-0310. yS�incerely, , Ma MacKinnon Environmental Analyst 2 cc: AMP Architecture PLLC, Wildlife, File YORRK Department of s7a7E Environmental Conservation NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Water, Bureau of Water Permits 625 Bro;sdway,Albany, New York 12233-3505 P: (518)402-8111 F: (518)402-9029 www.dec.ny.gov 5/2/2024 Marratime Capital V, LLC Dino Marra PO Box 486 Glenwood Landing, NY 11547 RE: ACKNOWLEDGMENT of NOTICE OF INTENT for Coverage Under SPDES General Permit for Storm Water Discharges from CONSTRUCTION ACTIVITY—General Permit No. GP-0-20-001 Dear Prospective Permittee: This is to acknowledge that the New York State Department of Environmental Conservation (Department) has received a complete Notice of Intent (NOI) for coverage under General Permit No. GP-0-20-001 for the construction activities located at: Laurel Avenue Southold Subdivision 2425 Laurel Avenue Southold, NY 11971 County: SUFFOLK Pursuant to Environmental Conservation Law (ECL) Article 17, Titles 7 and 8, and ECL Article 70, coverage under GP-0-20-001 for the above construction site is effective five (5) business days from 4/22/2024, which is the ,"ate the Department received your complete eN01. The permit identification n`\umber for this site is: NYR11 M510. Be sure to include this permit identification number on any forms or correspondence you send the Department. When coverage under GP-0-20-001 is no longer needed, you must submit a Notice of Termination to the Department. Additionally, authorization to discharge under GP-0-20-001 is conditioned upon compliance with Part II.C. of GP-0-20-001, specifically the following: 1. A final Storm Water Pollution Prevention Plan has been prepared; 2. When applicable, project review pursuant to the State Environmental Quality Review Act (SEQRA) has been satisfied; 3. Where required, all necessary Department permits subject to the Uniform Procedures Act (UPA) (see 6 NYCRR Part 621), or the equivalent from another New York State agency, have been obtained, unless otherwise notified by the Department pursuant to 6 NYCRR 621.3(a)(4). NEW VORK Department of STATE OF OPPORTUNITY Environmental Conservation A If other UPA permits, or the equivalent, are required, you must submit a preliminary SWPPP to the appropriate Permit Administrator at the Regional Office listed in Appendix F to GP-0-20-001. The preliminary SWPPP must be submitted at the time that the applications for all other UPA permits, or the equivalent, are submitted to the Department. Note: Construction cannot commence until all of the above have been satisfied. Please be advised that there is an annual regulatory fee of$110, which is billed by the Department in the late fall. The regulatory fee covers a period of one calendar year. In addition, since September 1, 2004, construction stormwater permittees have been assessed an initial authorization fee which is now $110 per acre of land disturbed and $675 per acre of future impervious area. The initial authorization fee covers the duration of the authorized disturbance. Should you have any questions regarding any aspect of the requirements specified in GP-0-20-001, please contact me at (518) 402-8114. Sincerely, David Gasper Environmental Engineer cc: RWE - 1 SWPPP Preparer DEA Engineering DOUGLAS ADAMS PO Box 14 Setauket, NEW YORK 11733 i OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 ,` Q� J �/j' Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) �� G'k Southold,NY (;. ,, Telephone: 631 765-1938 { www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 6, 2023 Martin Finnegan, Esq. Finnegan Law, P.C. P.O. Box 1452 Mattituck, NY 11952 Re: Final Plat Approval Messina Conservation Subdivision 705, 751 & 2425 Laurel Avenue, Southold SCTM#1000-56-1-1, 55-6-35 & 36 Dear Mr. Finnegan: The Southold Town Planning Board adopted the following resolution at a meeting held 5�ry on Monday, June 5, 2023: WHEREAS, this 80/60 conservation subdivision proposes to subdivide 50 acres into eight (8) residential lots of approximately 35,000 sq. ft. each, and one 43.6-acre parcel to be preserved as open space by the Town; and WHEREAS, on September 12, 2022, the Planning Board granted Conditional Final Plat Approval on the application; and WHEREAS, on June 5, 2023, at their work session, the Planning Board reviewed the application and the Planning staff report dated June 5, 2023, and found that all conditions of the Conditional Final Plat Approval have been met; therefore be it Messina Conservation Subdivision F a g e 12 June 6. 2023 RESOLVED, that the Southold Town Planning Board hereby grants Final Plat Approval upon the map entitled, "Final Plat Messina 80/60 Clustered Conservation Subdivision", prepared by Nathan Taft Corwin III, Land Surveyor, dated as last revised May 24, 2023, and authorizes the Chairman to endorse the maps. Upon endorsement of the Final Plat by the Chairman, the mylars and paper prints must be picked up at this office and the Final Plat filed with the Suffolk County Clerk by the applicant within 62 days of the date of Final Plat Approval, or such approval shall expire. The Final Plat is void if revised after approval. No changes, erasures, modification(s), or revisions shall be made to any Final Plat after it has been approved by the Planning Board, and such approval has been endorsed in writing on the plat, unless the said plat is first re-submitted to the Planning Board and the Planning Board approves any modifications. In the event that any such Final Plat is filed without complying with this requirement, the same shall be considered null and void, and the Planning Board shall institute proceedings to have the Final Plat stricken from the records of the Suffolk County Clerk. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office at (631) 765-1938. Respectfully, Lip.-Q- Donald J. Wi nski Chairman t CC#: C2345817 aJ COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY Of SUFFOLK The Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 05/04/2023 under Liber D00013200 and Page 222 and, that the same is a true copy thereof,and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 05/04/2023 SUFFOLK COUNTY CLERK VINCENT PULED SEAL i I I IIIII I I[II 11111 IIIII IIIII I III I IIIII Iloli IIIII IIII IIII (IIIII IIIII IIIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 05/04/2023 Number of Pages: 8 At: 11:03:32 AM Receipt Number : 23-0059495 LIBER: D00013200 PAGE: 222 District: Section: Block: Lot: 1000 055.00 06 . 00 036.000 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $40 . 00 NO Handling $20 .00 NO COE $5. 00 NO NYS SRCHG $15.00 NO TP-584 $0 .00 NO Notation $0 .00 NO Cert.Copies $5.20 NO RPT $400 .00 NO Fees Paid $485.20 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL Vincent Puleo County Clerk, Suffolk County t 71121 RF:t3JKDETP 14cu 04 11;03:32 AN uino.nt Yule aberofpages CLERK OF 51JFFOU? COUhiry i_ 00001c;2i!O This document Will be public P 222 record.Please remove all Social Security Numbers prior to recording. ! Deed/Mortgage instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Mortgage AWL Page/Filing Fee 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 SubTotal Spec./Assit. Notation or EA-52 17(County) SubTotal (6 0 Spec./Add. TOT.MTG.TAX FA-5217(State) _ Dual Town Dual County R.P.T.S.A. Held forAppointment Comm.of Ed. 5. 00 Transfer Tax QP , Mansion Tax Affidavit Certi S.o{V The property covered by this mortgage is ee��pp�� or will be Improved by a one or two NYS surcharge 15. 00a a�1 family dwelling only. Sub Total �9 YES orNO Other � r Grand Total � If N0,see appropriate tax clause on —LIpage#_ of this instrument. wn n0 nL.,00 4 1 Dist Poo 5 Community Preservation Fund 5077767 Real Prop Consideration Amount$ Tax Servit R OTY A Agency CPF Tax Due $ Verificati 04 MAY Improved p 6 Sadsfactlons/DischargRICORD8esft RNTOmownersMailingAddress Vacant Land FINNEGAN LAW,P.C. TD Martin D.Finnegan,Esq. PO Box 1452 TD 13250 Main Road Mattituck,NY 11952 To Mail to:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title# R Suffolk County Recording & Endorsement Page This page forms part of the attached COVENANT made by: (SPECIFY TYPE OF INSTRUMENT) 2425 LAUREL AVENUE LLC The premises herein is situated in ` SUFFOLK COUNTY,NEW YORK. TO In the TOWN of SOUTHOLD TOWN OF SOUTHOLD PLANNING BOARD In the VILLAGE or HAMLET of BOXES 6 THRU 8 M UST BE TYPED OR PRINTED IN BLACK INK ON LY PRIOR TO RECORDING OR FILING. Over R DTY A StatID: 5077767 04-INAY_2t Tax Maps Act Secton Block Lot School District .iA0 05500 0600 036000 SOUTHOLD AN 05600 0100 001000 SOUTHOLD r� DECLARATION OF COVENANTS AND RESTRICTIONS DECLARATION made this Ift day of &Qfr,�l ,20Z3 by 2425 LAUREL AVENUE LLC,a New York Limited Liability Company with an address at PO Box 181,Westhampton,NY 11977,hereinafter referred to as the DECLARANT. WITNESSETH: WHEREAS,the Declarant is the owner of a portion of certain real property situate at 2425 Laurel Avenue,Town of Southold,County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section 055.00,Block 06.00, Lot 036.000,and 705 Laurel Avenue,Town of Southold,County of Suffolk, State of New York,described in the Suffolk County Tax Map as District 1000, Section 056.00, Block 01.00,Lot 001.000,consisting of eight residential building lots,and more particularly bounded and described in Schedule"A"annexed hereto(hereinafter referred to as the Property); and WHEREAS,the Property is a portion of a larger aggregate of parcels for which the Declarant made an application to the Planning Board of the Town of Southold to subdivide into eight residential building lots and one open space parcel as shown on the Subdivision Map entitled"Final Plat Messina 80/60 Clustered Conservation Subdivision" prepared by Nathan Taft Corwin III,dated September 2021 and last revised on January 25,2023,to be filed with the Suffolk County Clerk,and hereinafter referred to as the "Subdivision Map and WHEREAS,for and in consideration of the granting of said subdivision application shown on the Subdivision Map,and as a condition of granting said approval, the Town of Southold Planning Board has required that this Declaration be recorded in the Suffolk County Clerk's Office;and WHEREAS, the purpose of these covenants is to mitigate environmental and public health, safety and welfare impacts from the subdivision and development of the subject property,and to further the goals of the Town's Comprehensive Plan;and WHEREAS, §278 of New York State Town Law authorizes cluster development of subdivisions for the purpose of preserving the natural and scenic qualities of open lands;and WHEREAS,the Subdivision Code of the Town of Southold permits Conservation Subdivisions where 80%of the buildable land is preserved in perpetuity, and the number of residential lots is reduced by 60%;and WHEREAS, as a condition of approval of this conservation subdivision,and in accordance with the Town's goals of land preservation, the Southold Town Planning Board has found that 80°l0 of buildable lands for the aforementioned property equals 31.3 acres,and has required at least that amount of land be preserved in its natural state; and WHEREAS,the subdivision preserves 83%of the buildable lands(32.6 acres) through the sale of that land to Southold Town,purchased using the Community Preservation Fund,as shown on the aforementioned Subdivision Map as the"Open Space Parcel";and WHEREAS,the DECLARANT has considered the foregoing and has determined that the same will be for the best interests of the DECLARANT and subsequent owners of the Property. NOW,THEREFORE,THIS DECLARATION WITNESSETH: That the DECLARANT for the purpose of carrying out the intentions above expressed,does hereby make known,admit,publish,covenant and agree that the Property herein described shall hereafter be subject to the covenants and restrictions as herein cited,to wit: 1. There shall be no further subdivision of any of the lots shown on the aforesaid Subdivision Map resulting in additional building lots.In addition,no lot lines shall be modified unless authorized by resolution of the Southold Town Planning Board. 2. Clearing Restrictions a. The timing and methodology for clearing must follow the Southold Town Planning Board's"Protocol for Eastern/Woodland Box Turtle Conservation During Construction",on file with the Southold Town Planning Department.At the time of the creation of these covenants,the Woodland Box Turtle,aka the Eastern Box Turtle,was listed by New York State DEC as a species of special concern. This protocol limits the time of year clearing is allowed based on the biology of the protected species. It also provides certain procedures that must be followed prior to clearing. b. Prior to any clearing or grading,the applicant must provide correspondence from the New York State Department of Environmental Conservation(NYSDEC) Regional Office with a determination about whether a clearing timeframe must be applied for the protection of the Northern Long-Eared Bats that may be present in this area.At the time this subdivision was approved,the Northern Long-Eared Bat and its habitat were federally listed and protected by the U.S.Endangered Species Act.The time of year when clearing is permitted may be limited by the NYS DEC. c. Lots 1 through 8 are subject to a maximum limit of clearing for each lot pursuant to Southold Town Code,which equals 50%of the buildable lot area as follows(in square feet): Lot 1: 17,707 Lot 2: 18,088 Lot 3: 18,297 Lot 4: 17,527 Lots 5 through 8: 17,500 2 d. No clearing or grading is permitted outside the limits of clearing stated above in item c. e. Existing native vegetation including groundcover,shrubs and trees,shall be preserved in all areas outside the limits of permissible clearing,with the exception of deadfall and invasive plants.The deadfall and invasive plants proposed to be removed must be identified in the field for inspection by Planning Department staff prior to removal.Removal must be done selectively,preserving native plants to the extent practicable. f. Prior to building permits being issued,the clearing limits,and amount of land to be cleared shall be shown on the survey submitted in the building permit application. g. Prior to any clearing or grading,the clearing limits and buffers shall be clearly staked on site and inspected by Planning Department staff for compliance with these covenants and the Subdivision Map. h. After clearing and prior to beginning construction,the cleared area must be inspected by a Town official(either Building,Planning or Engineering Department)to confirm the cleared area conforms to the approved clearing restrictions. i. At any time,in perpetuity,in the event that a lot is cleared beyond the aforementioned permissible limit,the areas must re-vegetated by the lot owner according to a revegetation plan reviewed and approved in writing by the Planning Board.Any work being conducted on the site at the time the over- clearing is discovered,including interior construction,will be stopped until the site is revegetated according the revegetation plan.If the season does not permit replanting immediately,work may continue after a performance guarantee is provided in the amount it would cost to fully implement the approved revegetation plan. 3. Boundary Fence Prior to building permits being issued,a split-rail or similar fence to mark the edge of the Town's open space parcel is required to be installed as shown on the Subdivision Map.After installation,the fence will be maintained by Southold Town. 4. Installation of Boundary Markers Prior to building permits being issued,concrete monuments must be installed at all lot corners as shown on the Subdivision Map,and inspected by Planning staff. 5. Storm-water Runoff Management a. All stormwater run-off resulting from the development of the residential lots on the Subdivision Map shall be retained on site and shall be the responsibility of each lot owner. b. Storm-water shall be controlled pursuant to a Stormwater Pollution Prevention Plan(S WPPP)that meets all of the requirements of Part III of the New York State Department of Environmental Conservation State Pollutant Discharge Elimination System(SPDES)General Permit for Stormwater Discharges from Construction Activity.The New York Department of Environmental Conservation will have direct oversight of the SPDES permit and the SWPPP for construction on the residential lots shown on the Subdivision Map. 3 6. Lighting All exterior lights shall comply with Town Code requirements pursuant to Town Code Chapter 172 Lighting, Outdoor,currently or as may be amended 7. Utilities Utilities,including but not limited to electric,gas,telephone,cable and water,must be located underground. 8. Street Trees Prior to building permits being issued,thirty-six(36)street trees are required to be planted and maintained along Laurel Avenue,as shown on the Subdivision Map. Each lot owner is responsible for maintaining these trees in good condition, protecting them from deer browse and antler-rub until they are mature enough to resist damage from deer,and replacing them in the event that they die,are destroyed by storms,and/or are removed for any reason. No street trees may be removed,except in the case of trees that are dead or diseased and are a safety hazard,and only after submitting an arborist's report to the Planning Board and the Planning Board issuing their approval in writing to remove the tree. Replacement of street trees must be done within six months with a species acceptable to the Planning Board at the expense of the Lot owner. 9. Irrigation,landscaping and fertilizer restrictions: a. Use smart irrigation control systems to prevent over-watering; b. The use of synthetic fertilizers,herbicides or pesticides is prohibited; c. The use of native,drought-tolerant plants are required in landscaping. d_ The use of fertilizer products containing nitrogen,phosphorus or potassium is prohibited between November 1 and April 1. e. Only organic fertilizers where the water-soluble nitrogen is no more than 20%of the total nitrogen in the mixture may be utilized on the lots. f. A maximum of 1 pound of nitrogen per I000 square feet in any one application, with a cumulative application of no more than 2 pounds per 1,000 square feet per year is permitted. g. The use of lawn fertilizer containing phosphorous is prohibited unless establishing a new lawn or a soil test shows that the lawn does not have enough phosphorus. h. ' Any fertilizer that is spilled on impervious surfaces shall be immediately picked UP. 10.Underground storage tanks are prohibited,except those with spill,overfill and corrosion protection requirements in place. The within 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 not be annulled,waived,changed,modified,terminated, revoked,or amended by the current owner or subsequent owners of the premises unless and until approved by a majority plus one vote of the Planning Board of the Town of Southold or its successor,following a public hearing. 4 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. The aforementioned covenants and restrictions are intended for the benefit of and shall be enforceable by the Town of Southold, State of New York,by injunctive relief or by any other remedy in equity or at law. If a Court of competent jurisdiction determines that a violation of these covenants and restrictions has occurred,the violator,whether it is Declarant,its successors or assigns,or persons or entities claiming under them shall pay either directly or by reimbursement to the Town all reasonable attorney's fees,court costs and other expenses incurred by the Town in connection with any proceedings to enforce the provisions of the covenants and restrictions set forth herein.The failure of the Town of Southold or any of its agencies to enforce same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the Town of Southold or any officer or employee thereof. IN WITNESS WHEREOF,the DECLARANT above named has duly executed this Declaration the day and year first above written. DECLARANT: 2425 LAUREL AVENUE LLC By:Daniel Messina,Sole Member STATE OF 5&-*twoline ) COUNTY OF SS: On this dl day of /IRutt-A ,in the year 2013 ,before me personally appeared DANIEL MESSINA,known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the. instrument,the individual,or the person upon behalf of which the individual acted, executed the instrument,and that such individual made such appearance before the wer undersigned in the State of Se County of ( arlQ hn :JARUREDccoPER KlNLOCJ2031 Not Public Notary Publicof south earolina My on Expires Aug 10 5 SCHEDULE A Metes and Bounds Description 2425 Laurel Avenue LLC All that plot,piece or parcel of land situate,lying and being at Southold,Town of Southold, County of Suffolk and State of New York„more particularly bounded and described as follows: PARCEL 1 BEGINNING at a concrete monument along the westerly side of Laurel Avenue where the same is intersected by the southerly line of Lot 39 as shown on a certain map entitled"Map of Yennecott Park",filed in the office of the Clerk of Suffolk County on October 9, 1968 as File No.5187 at the northeasterly corner of Sand to be herein described,above said concrete monument being also South 14 degrees 04 minutes 00 seconds East along the westerly side of Laurel Avenue, 140.00 feet from the corner formed by the intersection of the southerly side of Yennecott Drive with the westerly side of Laurel Avenue; RUNNING the following two(2)courses and distances along the westerly side of Laurel Avenue: (1) South 14 degrees 04 minutes 00 seconds East, 8.90 feet to a point; (2) South 14 degrees 35 minutes 10 seconds East,368.33 feet to a point along the northerly line of a certain high tension electric transmission line easement and through land now or formerly 2425 Laurel Avenue LLC.; RUNNING thence the following two(2)courses and distances along the northerly line of above said easement and land: (1) North 85 degrees 01 minutes 39 seconds West,212.25 feet to a point; (2) North 14 degrees 35 minutes 10 seconds West,338.68 feet to a point along the southerly line of Lot 40 as shown on a certain map entitled"Map of Yennecott Park",filed in the office of the Clerk of Suffolk County on October 9, 1968 as File No. 5187; RUNNING thence North 84 degrees 38 minutes 30 seconds East along the southerly lines of Lots 39 and 40 as shown on above said map,202.70 feet to the point or place of BEGINNING; PARCEL 2 BEGINNING at a point along the westerly side of Laurel Avenue where the same is intersected by the southerly line of a certain high tension electric transmission line easement at the northeasterly corner of land to be herein described,above said point being also the following two (2)courses and distances from the comer formed by the intersection of the southerly side of Yennecott Drive with the westerly side of Laurel Avenue; (1) South 14 degrees 04 minutes 00 seconds East, 148.90 feet to a point; (2) South 14 degrees 35 minutes 10 seconds East,432.00 feet to the point or place of BEGINNING; RUNNING the following three(3)courses and distances along the westerly side of Laurel Avenue: (1) South 14 degrees 35 minutes 10 seconds East, 179.11 feet to a point; (2) South 13 degrees 07 minutes 30 seconds East,312.17 feet to a point; (3) South 12 degrees 45 minutes 40 seconds East, 534.01 feet to a point; RUNNING thence the following five(5)courses and distances through land now or formerly of 2425 Laurel Avenue LLC and along the southerly line of a certain high tension electric transmission line easement: (1) South 76 degrees 52 minutes 30 seconds West,200.00 feet to a point; (2) North 12 degrees 45 minutes 40 seconds West,534.63 feet to a point; (3) North 13 degrees 07 minutes 30 seconds West,308.98 feet to a point; (4) North 14 degrees 35 minutes 10 seconds West,247.62 feet to a point; (5) South 85 degrees 01 minutes 39 seconds East,212.25 to the point or place of BEGINNING. WIPUDUCWATER TYPICAL PLOT PLAN SCM 1000,561 220 (NOTP70 SCALE) 4. SUFFOLK COUNTY DEPARTMENT OF HEATH SERVICES GREAT RIVER.N.Y. a Na a _4" M20T HOLETEST HOLE'A' 0 N 001. JUN 0 2 2023 -W (D UD R&76i -LE MILY R=CNCE une,.1 I/A UNIT nh H'.Inh me Cm,nb e It' -No OPEN SPACE PARCEL 1.CONCRETE MONU .4 2 STREENS TO BE SET TO EACH LOT CORNER I ROAD PROPOSED ES: A...nub" I PE H NATIVE OAK S�p I 81'allENT SPECIES) • < 21 1v Em-ly .59 3 CALIPER141-Al I ON'ENTER rssto 3.CONTOUR LINES N.G.V.D.1929 DATUM n 4 4. IF SILTY SAND IS FOUND IN THE EXCAVATION FOR THE SANITARY IT MUST BE REMOVED AND REPLACED WITH CLEAN SAND. wl S. SOIL TYPE AS CLASSIFIED BY U.S.DEPARTMENT OF AGRICULTURE SOIL 11IN Mwcrt_IJ[. pqp CONSERVATION SERVICE:CA CAMADICE SILT LOAM,H" HAVEN LOAM.0 TO KEY MAP Mo-F- 2 PERCENT SLOPES.HAB HAVEN LOAM,2 TO 6 PERCENT SLOPES,PLYMOUTH �e�jpQ; / " GRAVELLY LOAM SAND.3 TO 8 PERCENT SLOPES,ERODED.PMC3 PLYMOUTH SUIUECTTOCGIVENJ� v SCALE 1"=600' T�j RESTRICTIONS LIVER G LOAMY SAND.8 TO 15 PERCENT SLOPES,ERODED. AND ROD RIRVAMVERLELAYD SANDY LOAM, 3 TO 8 PERCENT SLOPES. PAGE SUBDIVISION TYPE TOTAL NOW-8111.BLE Bu- 80160 CONSERVATIOAr SUBLIrnsioAr a4.LCULATIOAr DEVELOP. m GUpj'�7.T(I COI.-KANTS K-pic-sy'r.;r Z.Tjo!fs Unit \ )� @y. LOT Sal, ON ER 1'1311 2"19'o'' MI *1 121 43,'60 to.o.w so...7 lo..5�8 21 X 0.10-a . 8 Z' .049 39. 7A21b X 1.82106X VATION .2 31,0 a IEII�4 39.1049 X�,560 soma 21.uo� �ROPOSED 50.OW7 elm 3L6024 6.50m ac. 135.000 sq,ft.(0.0035 7 9 FINAL PLAT w v" -7 MESSINA 80/60 CLUSTERED CONSERVATION SUBDIVISION SITUATE SOUTHOLD TOWN OF SOUTHOLD fir SUFFbLK COUNTY, NEW YORK k", q SCALE 1"=100' RECEIVED NOVEMBER 18. 2021 REVISE NOTES JUN 0 5 2023 FEBRUARY 9, 2022 SCDHS FILING 49 MARCH 28, 2022 SCDHS COMMENTS J T-c"on- LILY 5, 2022 SCDHS COMMENTS planning Menn JULY 25, 2022 SCDHS COMMENTS MAY 9, 2023 REVISE NOTES MAY 24. 2023 REVISE PER SCDHS NOTICE #8 M RE PM OPEN SPACE PARCEL SITE DATA OWNER AND APPLI(74NT, C11ASED BY THE TOW OF SOUTHOLD ZONING USE DISTRICT R-80 2425 LAUREL AVENUE I.I.C. PO BOX 1981 §13. o: B n. TOTAL LOT AREA so �RESIDENVAL LOW DENSITY) WETLANDS 9 WESTHAMPTON BEACH,NY 11977 WETLANDS 123,986 Mn,l ELECTRIC EASEMENT 1=4- 53.248 sq.ft.) ELECTRIC EASEMENT(1_11A) ..24. 1.2M4 OPEN SPACE PARCEL BUILDABLE AREA �21jl Z.41.11.q,.q 47. 11-12,1S m �1.1 I,`)"' THIS SUBDIVISION WILL APPEAR IN: PROPOSED DEVELOPED AREA 6. BUILDABLE LANDS 1o420;1U 32.5024 NET PROPOSED OPEN SPACE 32.6024 �j,1.420.164 q.ft.) DISTRICT 1000 SECTION 55 BLOCK 06 LOT 35 TOTAL AREA I..17.25till 43.5582 32.g 39.1049 83.4% DISTRICT 1000 SECTION 55 BLOCK 06 LOT 36 DISTRICT 1000 SECTION 56 BLOCK 01 LOT 01 1 HEREBY CERTIFY THAT TIIJS MAP WAS MADE THISBY US FROM ACTUAL SURVEYS COMPLETED IS TO CERTIFY THE SUBOMSION PLAN HAS BEEN APPROVED JANUARY 20.2023 AND THAT ALL CONCRETE BY THE PLANNING BOARD OF THE TOWN OF SOUTHOLD BY RESOLUTION MONUMENTS SHOWN THUS:. HEREON OPEN SPACE PARCEL OF APPROVAL DATED ACTUALLY EXIST AND THEIR POSITIONS ME CORCTLY SH N AN ALL ANDRE GEODETIC DETAILSD ARE CORRECTDIMENSIONAL. v CHAIRMAN PLANNING BOARD BY Al NATHAN TAFT CORWIN 111,LS NYS UC.8 050467 J& I hereby certify that the-ter supply(s)and/or sewage disposalto,this projecto h1.1 1 d es gnel.by 1,or under Based a oreful cnd thorough etudy Of t 'round s lots, pmposed.confom to the Suffolk County soil, ite nd dealer t'Department of Health Services construction stand,rds in effect s of thi,dote. 0 1, ��Or NEPI., 0: j q I C O APPROVED BY PLANNING BOARD 4 Oz 046 Y.S.Lit.No.50467 SC TOWN OF SOUTHOLD 'fiffborwin III 2o- rpm 8191Y %NIN DATE JUNP_ 5, 202-3 Nathan mp my Land Surveyor MGHP %C1.1,q.N,7HM Condon Engineering, P.C. A 1-4A.1-1111 Suoo,To:St.= p"; 1755 Sigsbee Road , J. Jr.L.S. ,n,e �p A Ingeno I . Td,�,O� Tmitersoomw Matfltuck,New York 11952 edivis., Ste P?" Conmaetiw Lro COMants&Restrictions (631)298-1986(631)296-2651 Fax PHONE(631)727-2090 F..(631)727-1727 WERR-lu PAG�, OFFICES LOCATED AT M4;LWG ADDRESS 's, www.condonengirieedng.com DWELLING 1586 M6.Be d P.O.Be.16 Tp LB W, IICWATER pt Ne.York 11947 Jepm N-York 11947 0 PROJECT / ZONING DATA TAX MAP # 1000-56-01-01.I a ZONING D15TRIOT R-80 NON-CONFORMING w LOT AREA 0.8 ACRES ucc fM Q 4-1 (U LOT CLEARING - 50% MAX. AS PER SOUTHOLD TOWN o � rn BOARD PLANNING APPROVAL ^O OPEN SPACE PARCEL LOT 51ZE 36Sa5.o S.F. ao c Z O 'ca co Y�f 50% OF LOT REQUIRED TO REMAIN 18,2Q'i.5 S.F. 00 � 0�N eL.=2s84' N14°35'10"W 215..a5' eL.=22. Opp},C') _ — — 04-J cm . . _. . - t - - - - - - - - - - - - - - - - - � AREA OF PROPOSED CLEARING 18,25Q.0 S.F. _ � Co ..� 'a2 - - - - - - - - - . . . . . . . . . . . . -� - - - - - - - _ _ / TOTAL AREA OF LOT TO REMAIN 1a,336.0 S.F. 1. . . - • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L 6.6" . . . . . . . . . . . . . . . 7C) ' . . . . . . . . . . . . . . / 4—) . . . . . . . . . . . . . . / U . . . . . - . . . . . . . . . . � m . . . . . . . 7 .. . . . . . . . ./ • - - . . . . . . . . . . . . . . / . . . . . . . . . . . . . . . . �. . . 1 _ . . . . . . . . . . . . . . . . . � wow z - - - . . . . . . . . . . . . . . J w I PROPOSED AREA OF LAND TO BE CLEAREDlu w ►- O w=i may/ wU a� Q3 ( - . . . - . - . -/ I . . . . . . . . . . ' 7.2 / z . I ' ;T co 1' VA / PROJECT: I' - " LAUREL AVENUE m � - . - - - - - - - - - - - - • - - - - - - • - - - - - - - - - • - - - • - - • • - TOWER LOT 3 lu � 51'1.23' 1955 LAUREL AVENUE SOUTHOLD, N.Y. 11971 514035'10"E 150.00, 0 0 DRAWING TITLE: LOT CLEARING SITE PLAN EXI5TING WATER MAIN LAUREL /AYE I�I tUE PAGE: CP-01 DATE:01/10/24 S 1 TE PLAN SCALE: I" = 20'-0" ED ARM. y� r -.._ 7 r^,� Ind R �•-rvi' 71M Q3 40' �o r OF N�`N (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY,(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUITION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SIBSECUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 1Ict01 r tel. 651.727.2505 fax. 651.727.0144 RevG admin®youngenglneering.com CMF 'A N `o How Ni ard . Young, Land Surveyor $ Thomas 0. Nolpert, Professional Engineer Douglas E. Adams, Professional Engineer '1m , Daniel A. Weaver, Land Surveyor {� 3� SITE DATA l� AREA = 36,595 SQ. FT. t� SUBDIVISION-"MESSINA 80/60 CLUSTERED CONSERVATION SUBDIVISION" 1 FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JULY 05,2023 AS u FILE NO.12281. ' S ` 1 t � U'I 1 o ' m 1 w t N � Lot 2 0 1 ` Subdivision - 1 ` "Messina 80/60 Clustered 1 Conservation Subdivision"------------------------ 1 1 t � ELECTRrC PCs EASEMENT SURVEYOR'S CERTIFICATION a _____ gounpasariaTrg ' *WE HEREBY CERTIFY_TO MARRATIME�CAPITAL V LLC, ALL SHORE_ 1 INSURANCE C0MPANYTHATTHS SURVST EY TITLE t ' � VEY WAS PREPARED IN MI 585001'39"E ' ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY C. N 212.2g" ` THE NEW YORK STATE ASSOCIATION OF PROFESSIONA�(1,6 RVEYORS. O A le s Rcs i N Al, 0 w� � O HOWARD W.YOUNG,N.Y.S. .N0.45 3 DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 "�SURVE O Ch r, -Z�, Lot 3 N N Subdivision- L SURVEY FOR L o O "Messina 80/60 Clustered m ' P. �, Conservation SubdiTvision" �, 1 I�AARRATIME CAPITAL V LLC N o'° WOODED o CFI �, LOT 3 "MESSINA 80/60 CLUSTERED CONSERVATION SUBDIVISION" oat o Southold, Town of Southold o CA Suffolk County, New York a Rcs � CERTIFIED SURVEY ' County Tax Map District 1000 Section 56 Block 01 Lot 1,1 07' FIELD SURVEY COMPLETED JULY 25,2023 MAP PREPARED DULY 26,2023 576�52'30LTW ', Record of Revisions ` 1 REVISION DATE LEGEND t puuq a s a�B t dot A t CMF =CONCRETE MONUMENT FOUND st0h" d t 1 CMS =CONCRETE MONUMENT SET 5ubd Clustere TL EOP =EDGE OF PAVEMENT $01 bO ubdw's�on RCS =REBAR CAP SET �0nse',rvat10r,5 1 ' WSF =WOOD STAKE FOUND r W55 =WOOD STAKE SET 1 ` • =END OF DIRECTION/DISTANCE 1 1 40 0 20 40 80 120 1 ' Scale: P = 40' ' 1• � JOB N0. 2023-0129 DWG. 2023_0129_cs 1 OF 1 9 LRAINAGE SYSTEM GALGVLATIONS-PROPOSED DY•ELLNS: LRA E-S SYSTEM INSTALLATION NOBS: OEN£R,xL REa'IREMENis: INSTALLATION STAnDArmS: / c i �SFoiL \ FROFOSED ROOF LOV OE=5,C92 5.F. . A MINIMJN OF 10'SEFARATION IS QE0" D 5--DRYI'.ELLS e PROPOSED ASPHALT DRIVEWAY COVERAGE a 2200 5P. WAMR 5CRVICC L NC,UNGERGRO..VD UTILITY LINES,SEPTIC 'retalbr met naltl a urwt L'gl.Ia IVa>to Lkcroc p>rsw,t tc I.Ivrol Ji/A OM5 trots ce'w q to mwl.1«tscrb /� / \:' + / \ TOTAL IMPQVIOUS COVERA6C=-12T2 S.F. COMPONENTS.LEACHIN5 FIELDS,SEWER COMPONENTS AND THE a _ Surroik Leanly tom LMpter 563,A•t'c'c V f5cpuc Ir,m,>try reccnneMatbm Miie canlorming r,IN tb>e atwowe.All { _ � g � '1�2 S.F.x 2•RAINFALL EVENT=121]G F.STO¢A6E REO.D EDGE OF ALL FO/NDATION WALLS Buslre»m)tMeugM1 Nc 5'flo k county Depor:mont of Labm. app"cable recommeramlms prwltlea oy tb mawf«Men>h011 be t' \ A MININNM OF 5'SEPARATION IS REOUIRED BETWEEN ORYNELLS e Q L'censlrlg a Lon>umer Atfc'n,purxen:to SJfoik Losnty Lode 'mp'enented. N Eft T J`/ \ (I)5V DRYWELL PROVIDES 42.22 C.F.PER FT.OF DEPTH CON.r.RCTC SLABS AND PROPERTY LII•E5 g3b3-5.Thu Oe/pwtment of Lmvr,Llccvlrg.rod Consumer Arfars - Rig \ (3)H'm x 10 DEEP DW.PROPOSED I]66.6 C.F.STORAGE PROVIDED CONNECT ALL HJTTER LEADER.;TO NEAREST DRYWELL W momeob o Ibl o Ilccnxtl/A OYlS Mainternrce Prw seas, 2.Tin I/A 0W tmk>bll x helalled at Novo h ail Ira — cgs pa- I (HIM a moxH,.m toleraee oI prddpYerly`la oleo mwa comp«teE�W � � i Q P`07 N I 2.All�/A Ol T moat K r toned wn}i tk Da t h mintrrum.}Kn thkk boa V accordarke HIN ArGclo 19 01 tM S,•lo'k County smltwy Gods (free Iron r«b)w pea gave. y prior to tra Depmement gmtirg cerd•kmkn of compretea In Wctbn m'm buIIP p are. 3.VA OnTS Table still x prwixd wIN o sYgb roller.A OPEN SPACE PARCEL C O al>N9s.tbn box/rtodnb w tlbtrkve'w le«hl�st•uetve nxA!x l s.An exedufed ope.mbn mn Ma'ree,mm emN«t xeHeen tiro red�.ed rw all e,ota�wN nalllpb'e«M1ro ewaares unless m ®•. FRO-OSED SPLIT RAIL FENCE TO ^O 1 e Rwlder rod Fro«rt+o.+or mrt be xbmlttee l0 4e o terrot\•c eesbi b epprwcd b�Ve Dcovtmsnl. •- }Zo veYoo-e�`:ene prior m approval n tk vA 75 redlslroebn b.Ne BE MAINTAINED B`!eCUTHOLD TOWN ry=2zlb' li Dcomtmcnt Y accwam<e von Article 19 m!K SAlolk Cauntu <.Tro tap a the I/A OWis ak 11 rat be iacwca-corer lM1m � � . N 4°35'0"W 215.95' o' C N Z O smllrery cox. ]s roar or b»Nm are root bclaH rKl gage. 1 _ _ __ _ __ _ _ al •E cu U�' .All Keolled VA OhTS me reauVea to ewe m Initlol 9-uem 5.At d m,rYr::m,all sa+plYS monc�les ana•I hwe]O-Kn ewerea y9, 1n ty ara operotbnMnlnte%xe servke contract.Alter tiro «sees opcnYSa b gotic locolcd over rho In ct ara outlet I - • . • . . • • . •1. ' . • . ' ' 'l' ' ' ' ' ' ' ' ' ' ' ' ' ' O y N Mdbl 9-ycm eperollm ad malntera+ee xrv'cc cmG«t nos Levers srol x cltner 20-Kh abmeter Holertigt oro _ / O Q m•y(O e�pYea,Property off*cn me expecteo•n mo rtoY m operdUm '.rsect-wool bctwo rot Yon ewers or tbrmop:mtk covers o! - - - - - _ _ - - - - - - - - - - - - - 4L-r O mot tenwe cortract w accwawe HIM Artkle 19 d!M1e 1'rol goad.All covers atoll x dmbroa In«wrawcc wN xctim _ /) N (o G,fmik cdanvy smltwy cede. s-III ar rash stmawa. \ $ I _ - - - _ - - - - - _ - _ / Q C?d O 5..vnn m I/A OhTS requtm o von:.ere unit s 11 x vented to tin 6.YYbn smpl'rg M1ples e'e apprweo to m I•eallaa'n d �Y I- - _ _ - - - - - - - _ _ - - - - _ - - - _ _ _ -\. . _ . _ . . _ . . .-. 00 o uro ro>Ideroe bang xrved.va pqm,till ex em a o-NeHay w owkbg wa uro mm e e>nu x xelgmd o x L OGAT I ON MAP - - - - - - - - - - - - - - - mwrem d!b hclne d»ve tk root I're as lro top or lb von! !•all'a xmhy to meet Ne raquYemen:s or AA5NT0 H-20 w Man have a mhumm rerl:mml xpmw.bn ar v Klass eo Ind HS-2o Ioodrg. I �50q AREA'OP LOT TO-REMAIN AS. �t slcpetl portion m V t xs Htero H b rot P«ekal!a BGALE:N-5 u J umt tin s�mm ea un roar,a xert Pilo m4y x piles w ,Trn ar.e:Mort a wmbn sin 1 x d mwmm a 0.I foa beloH I - PER COVENANT.8 RESTRICTIG4S ero eater w or No bo d mrmraea a mhuwm m e rY.hm e,e Ybe Mere a won«. _ __ -. - GH 2 3 L-DATF�t?5TH or MAR Q<. _ shore see«d e I f Gam.maperty mes Thex vend _ . « - - - / Piles s�a be Iodaeae or 3 reed rrom«y HlnmN w e SmnplNg mPKm Ma hove m irebe akneter or 2 reed w m PRO..lEGT,�ZONItd„4DATA _ _ _ _ _ . . . . . _ arHay and Im,m m nlme Hax o ca•bor v mr ae�ke.m.,errt ,read mm or]loud by 2 reel piped must nova a mh mum diameter of]•nerves. TAX MAP n 1000-56-OI-OI.I - / +� e,rrero aron x o mnlm.n rmantbn xpeh m:oH do ar.Im invert I - PROPOSED /PROP) PROP. - _ - _ - _ 6,irotdllatlon ad use q tb I/A OW5 mast canlorm!o Ne etevotlm of eIx Ktroa. I 0'MIN.-.!POOL 1 POOL _ _ _ _ _ _ _ l _ DaemtmemY approved I/A owns ataonce«amont prepmed w 70 ZONIIN6 DISTRICT R-60 NGN-CONFORMING - - 1.6.POOL \`FjiY/ EGUIP. /ry U «cwdmce wN!b stoao•x Ioi'Approval ab Molagement al 10.All tower ppd perotratiwe h!In sam 119 nemola Mall x _ _ _ _ _ _ _ _ _ _ • : ImorotNe and AltematNe Orolte Wmswmer Tre :rt sysmms.' ..adr-ige. LOT GOVE6E I /ry /'Y�� MNIVLM DEsISN REouxt=MENTs: F_ELTRicAL REOInREMEUTs: i50UTHOLD TOhNtCODE 230�I4. I 1 p�P 1 - _ _ - _ -/ -N L_LJ I.I/A OW tarts atoll be tarot d of precast corrode, GOHTROL PANELS: r 4 \Dom./ •- I fnxrgme,polyeNylerepalyprwylere.Nermep'mtks,w oNer I.' 1m 1 pmel box mist be pl«ed outslx m o xltable %LOT - - - - - - - - - - - . . - •/ materbb w«cortla a u1T Deaatrbnt emMarm aM IONYGWt pcxctol ro tb sb:.cture Nat R serves.AternatVeiu,the panel DESCRIPTION(FOOTPRINT) AREA GOVE�& O I J Appenalx TS-A TM uee or eteei tmke b prmeimtl. box may tx mdMlea m m autelx Hon or tro ewetu•e(preferable p - - _ - _ _ _ -/ a>tlllty room,ob rot o INhg apace).other locolbne la ma°mflry TOTAL LOT AREA 36$95.0 S.F, ry 60'REAR YARD SETBACK 2' C) 2.Nron m I/A 0.-roquo-m a scptk!wk Id prelroalmer¢the <ro apxol box will x corder a b!thro Departmcn:w a � -�- - --- - - �ptk lark eMll ba xs'gcd In occcromca HIM>ccllon}I0, cm-by-tins lash aM Hxn I/A OWtS mmaldcbier approval. I - - _-- _---_---- --- i - _ _ • .. . - L -109 0l Nb elmxrd. PROPOSED DWELLINS 4�66.0 S.F. II:1% / ].he•one of Ib I/A OWTS 0.M Frw!x•met tiro clewly I. - - - I u I PROP.I U 3.[mess otherHlx specnbd,tM Iccdn'ra str.<4re/suetem that 1.IT a m tb aAskm dl tM pool ova'nekae a phme n,mber PROPOSED INGRCVND POOL b00D S.F. 2.2% Q \D-K/ O - - - - - - ) lallo✓e m I/A OWTS still be xsbrea'r.occmaor4a HIN xctkn to trot«t M tine d storm. 1 5-101 aro SIIO of thb 3 - _ - _ /.- - (J 1 s.Exlwb Perot piocwert eMflm Nc nyatcm to x xrvbcd ct TOTAL AREA OF ALL STRUC-LRES 5C66D S.F. 13b% W \y Z - _ - - . / �2 �Ilr N✓ 4.At.lrsnbtnn..II I/A 0M Geatmm:rooks s1:aI1 M1avo 20-Yen was Lhro,eilmKtrg the reed b aortas tro Yakb d tM mllewg. I I Ill 2 Q wed aced»opcNrcya to'Yade located win eM inlet axle <,4K pwrol Wx m:>t be HiNh JeH or tM system Ioaae to M1elp MAX114JM LOT COVERAGE ALLOk W:20% - - O I - - - 1 - _ - l outlet Ewers sI x eltbr 20-Kn abmeter HaterttgN od !«-:rate opwatbn Pd moYRerorco. /() iveeyoof king dint Yon cwen w H,ermeplmek coven m -PROP.• - - - - - U) rl%g�cx.All cwen ova mtmecs/r son sroll x xslcmea b 5'ho cw4«onrpwel atoll be pbcae of o comtwtab a M�gM1I Iw � I I Q BURIED « e H N seeean s-I d rni>sewawtl. b dalko HIN Faxrm Emo-gerey w�agama a Agancy Z_N_ I _ - _ - 1 I�" / W� fFEMN r o00:me.egvYemenm 11_OT GLEAR)N6 50%MAX.AS PER•50UTriOL'D TOhN w - - / - - •/ 5.Wron a I/A.,OWTS b apprwee:a m Installed n a aNeHay m p .t lu♦- W 1 �1 I' Y Warteg woo.lha ant sha l x emigres gnaw Kta ea m 6.-na amdl scan mom Natbro Eemrkal IMwr«xen [BOARD; AN8JtN6 APPRUVi4L w :Nsemd>Gao w H 20 ado ng m oas grated by AAslrrO Aesoclo:on(..A)4x speaxbatbro. n'C`fi - 3O I I N I �'T / b.Ca.boge ghecra Mall ros be perMlted Men m I/A OWTS is ,AI xloH HYHg muse x run n e ecVko conNit.TF:e LGT SIZE 36$95A S.F. H U I I /~ - Irtlr:ad as moms of xHoge aspmal. m,stC..e glpraprlale ua s to owent goes o.d moan.e • O J - - I tV PROPOSED-1-STORY WD. I _ _ - - U hwge ..eacnhg l>b antral petrol w Jurotbn boxes -1 d 2)! I _ _ I FRAME DWELLING w/3ASE, ENT I�I t - - _ IVY T.l^itter sot—sass rot tlbc Yrc m I/A oWtS oa!b 50%OP LGT REWIRED TO REMAIN 15'2mB S.F. i n i_ Q_ / Depo-emend r«ominlms Hater soften•t«YHmn bo w,.ected to b.E«n sy�mm span be egwppea HIN a rl,r<tlm'ro HwnYg system U� d 5ARA0E ON --7 Q' / ro ayHen«aeplabb m ToM-a Vnkge bolding wnkh w''I aeNOA adbb w vuaal dlo.ms tb:cm x.eadly I _ _ I 1 DaaTb^a^t+. x n mtl lewd bj tM occupuds el tro wsa'rg xrvee.Tro AREA OF PROPOSED GLEARIN6 16�59D S.F. 3 �4 BEDROOMS) 5' -I+l^!Il i -1 MIN. �pwelrem.ecomxnm tebmehy awke be bt0l E b.I/A Oh'r5 tmYa,nail be HCcrtj aro ewGucted of donna r �w ae hmetlbte remote akvm rotllkollm to the OSM prwixr TOTAL AREA OF LOT TO REMAIN 1e,336.e S.F. - - GARAGE SLAB EL:24.9' / our ale moterbb trot ova not xbJect to exm»Iva carrmbn m e a tv the 0.M axeement. 10' IN. PROP') N ?.Systems Mlcn me oat destines to floes by a wlty we 4'HIGH POOL FENCE I I - / - - -I. tints must be Hmcrtbht.Two meMem of ersurkla[mks wo reccmm d b x cqulpped HIN o co+Gel Fa'eI HIN rrcoro el 1. FLOOD MAP DATA: - - \-� NO• watergrjnt MOII be eltha•vpcuvn test:ra w Hota•preisuro msUng P.- a portable gerorotar to oaerote tM system a.rhg o MAP n:36103C0158HI� ns•Jnm m rolloHs: power a.age. MAP DATE:09/25/2009 lo.V«u.m teeting�Seel tro anpty tack are appy o vacuum to tots FLOOD ZONE:X PROP,FUJICLEAN ALARM/ - 14J Yclros(lOQnm)o•mera.y.The•ak b cpwwed II vOk of I.The ebcGkdl J.num box xrvkg tb p,:p muter aria Ibats CONTROL PANEL a BURIED PROP.STONE vocwm b bid 1m tva mlmtm. must be Hdtert'aht rod I«otetl oveslde the I/A OATS lurk elbmber. 2.SITE PROMcTIOVsILT FENCINs TO BE ELECTRICAL LINE FROM I/A OWiS / INSTALLED AS REOIIRED BY THE TOWN OF PROP. I WALKWAY.SRADE 1 II.hbter testbq LwK fill twk w N water to outlet Mert 2.At bowers heated wtskb d tro I/A OWTS t+It mast x pldcetl a THOU - - - I GO p ' evatlm.let siad fa 24 halrts.Raf:il M a,t to tln outlet Mert an ae(concrete.Plmtk m rq»rglossi oM M1we a s."p- 1 I 1 ofte.lM1e 24-hdcT perbd b IIF,,te.La[tin talk slad Im m exl ro caves PROP.FUJIMAC AIR BLOWER e I - - .II II/ cl 110-F:a:s perba.ins tmk!s opprwea it Hater Ievcl b � � 3.SURFACE WATERS OR WETLANDS ARE NOT Q'm PVC AIR LINE TO I/A OWTS heldclw tk lOarn,.a arbe.Ybter uslYg b 5.All pcnps cad 1-Gees-1 tw«ce»b'c ad sevkeablc LOCATED J,ITHIN 5CO'OF-1�PROPERT`!. - - � - \/• - Q PROP-F W IGLEAN 1 I PROPOSED �_ •/ \redommeMotl to bo wire air sKb'.Imbn. Iran«tees openKp. (PER MAW.SPEC.5) c \� 5' L-1 ILQb'I>z`LANK_LONS]�,r IAL LUIEE_`tEl�i 4.ELEVATIONS REFERENCE NAVD 1966 _ r'Ir0'`IN. \ D GENT I/A ow.5;VENT IU <,Tin Noate atoll x mtaclnd to a 5chadvla 40 PVG 1 oat Gee I, - I- ` / TO ROOF AS REO'D trot cm m cosily removed ter xry ce or otlfiseront Toe rioaLs 5.NO WELL5 ARE LOCATED WITHIN 150'OF NE'P'A ` iR iN DRVEbNAY - - PRGP. ASPHALT / ro trod x mtacnee eo tk ranee morn \ Iw I I(/ I.Rcinlwwtl corrrate s[n Pave o mm�mm comprmslve strengN a SU ECT PROPERTY LINES. !`_ Of spoo pamas per squme Kn(tto at 26-days xt. s Tna DepwlmeM sin I obsarve Na p,mo s�[em eperem mroq, I- _ _ _ - 1 I> I w 1 SO'FRONT YARD 2.r1 Nkkre»still be o mmenn of thee Irobs anima tb a ne•mal apermVg cycb. I _ - _ PROP. PROP.I . _ . . - IN I SETBACK THE FOLLOKIN5 LOTS WITHIN 150.OF PROPERTY V I• -/ r f xskr Im been certllbtl l`J a I:ew Ywk Lkerxtl Metmskxal _.'s ton.Iw leakage m lase Iwm maw 1'ttings will x mace Eroirecr m rmplyyn9 HlN all apprawkr4+requkemenb Iw Nh d.Yro tl,c plop lest prcccdurc. LTILIZE PJBLIC WATER AS PER SCWA:Hr9laL.l7Piz rcero-rocdterttc ctolmnc.rAe te xel.lcst,'mbeet asFe.ho+btle txapa eelao nH cINon o.laroW f.Ue Wkeanr cwhtgy l rS-CTM cI00C-56-0-235 II MN. I• IIIl�,�a IIII w�wp;I� - - : -' - // I armbtm ofupwe per gmo CTM a000-56-01-222 - - - - - - -CTMe DOD_56-0:-223 SCTM nIOoC-56-0!-2.24 JM O ¢ - - - - - - - 4,All seer pipes ebl pero4atc the vertical e:mwll of Ge tint I . . - - _ - BROP.2D"6-POLYLOK DIST.BOX I 16" ord atoll be xoicd HlN cpout w obnr mew«input.to Ne I (SAMPLING POINT);MAINTAIN 5'e Deportment xch m Hatertlgnt sedba llexdle IehR and eM pipe - I I - _ - yy gmke:I-at to the pipe HYm emhlms steel retractable SUBDIVISION INFORMATION: _ - - •2'MiN�DIBTANCE FROM Ito oINT5' I I t � LU 'MESSINA 60/60 CLUSTERED CONSERVATION - e L.P.,RESPECTIVELY sUBD1VIsloN' I' - - - - _ - - i - - ./ Z 7LAREL s.An James,tit l x xmee x mot rK•ank is Hol q t.see LOT 5 O . . _ . . . . _ - - - _ I I _ . . . . / TOUR xctbn SII4,15.10.Tm that we cost b p ace requhe prior FILE NO.12251 If1 I I I approval Iron tM Depwmront we mast be eertlltea by o Lkemee FILID JJ_Y O5,2023 - - - - - ' ' _ . ' _ I I - FaeeebalBgKw.Atamwm elloa andHall> N I. 5I,23' uJ AVENUE cenwete torx moot x mwouNiwliy pared. , . - - _ _ I I I. _ _ _ _, anro er p acbcal.mrere<I,A DW 5,till rot 6a l«a ea I- - - - - - - - - . . . . . . • . . • • - - ' ' ' - SEPTIC b gaMwcrter.Fw Iretol a4ws trot wo of«ctl HiNw ,EVE 21,9 2022 r`an,dwam.,eN,boeeoln and sad pwcbre,w•A le Khes axYd ___ - �grost rccwxaexpcctctl grarG+otc^elev —m tin I/A OWt5 ---- -�1` : still x ti I I/A icall tn.c[ed.In tines Hlrore Nb b not TEST HOLE DATA I DATA FROM SUBS VISION MAP 514°35'IO"E I 1 I50.00, pr«ticcble,the I/A OYtlSmmiL visit m Hater-proolee W to IH DATA FROM SUBDIVISION DP"1•gsswA 50/bo cLU5TERED 24.98' EL.=25 n5' 1955 LAUREL AVENUE Inches above Ne hlcHmt recwdea/ex ectea aroundaoter MAP OF BAYBERRY ESTATES 1 b b p DATED NO _ER P,2012 LONSERVATION SLBDIVISION' SOUTHOLD,N.Y.11971 elevation and Icok testetl to eracre t'ghtrces prim to aperatlon. DATED.LEY 5,2023 �,h easm Men concrete lurks ere Ystd'letl h orol.nawoler,the TEST HOLE a3 TEST HOLE n6 TEST HOLE"A' SANITARY PIPINS BENEATH DRIVEWAYS xs15 profeeaiorol atoll-it b ywa colwla-to p we Ne SANITARY LEI'E SHALL BE G'C'ILE IRON Height a Ne wA f,.0 w wthatt w e w Ne a«xk or DRAWING TITLE: ballmU H11I bo of I IS I-,m mo•a Nm tro wa'ef!a!tin Hma EL•2E5' FIFE BENEATH ANY TRAFFIC BEARING 1 db Iocoe.Tto bkv sroI«aura us t EL•2H.1' EXISTING WATER MAIN AREAS a EXTENDING TO ADJOINING p Woyoncy ccicu 1n5 Ngtroa expcctednecormd g.o:.w.oter eevmw:H:N Ne rink enpty.5on aL To' GL TLP I _______________________________________ _______ ___________ SANITARY STRUCTA2E5/BUILDIN6 tledm cop ar Ne eore.ls)shot roe be ewbe.ee won Is. _ L Ie' _ w1L \/ CONNEC-ION. SRE INFORMATION rrmbhg tb orator e1 mcnwhg w bol'.ml Height requvea. L A U E L A Y L N U ALL SANITARY STRUCTIIRE5,INCLUDING SITE PLAN 5UFF0LK COUNTY HEALTH DEPARTMENT APPROVAL E•250' LEACHING POOLS,I/A OWTS,d SM LOAM D15T1 1E ION BOX,SHALL MAINTAIN A H REFERENCE NO.: _- - D IL 5D OP 9'-0'MIN.SEPARATION FROM DRIVEWAYS. se _ PAGE: � III IA OTS Fu'i Clean ! 5M LOAM S P-101.00 VJ S. SITE'_AYdIT NGTES. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICESTHLISANARGHI EGT551TEPvNt 15 DATE:o1/oe/za lOF2 PERMIT FOR APPROVAL OF CONSTRUCTION FORA Sp SAID, 5JBJEGTTO VERIFICATION B"ALICENSED REPRESENTED ON INFORMATION ON H a SIM PLAN 15 TO THE SINGLE FAMILY RESIDENCE ONLY ARCHITECT'S BEST OF KNOWLEDGE. 2.INFORMATION WAS OBTAINED FROM II SA19 ENGINEE RI3 CERTII ICATION REA UIRE.. SHAY BY:NOVEMBER 6,2023 AND µED SP WITH SUsw IT P.E.OR R.A- CCRTIrICATION YOVNV,ASSOCIA-E5 F'J DATE 1/23/2024 S. REF./ O. R-23-1835 rD n0' GRAVEL OFF I INSTILLATION STILL TION AN■ CoNsTRUCTION R22 READ N.Y.EI9GI NLE CEO\ ar Rf WTS APPROVED J L / EAGL4NTERED FeR FINALAPPROVAL. # LCN.MENTS:NO 6ROMOnATER EITHER T tiT FO.L.HIOHCST - •ti FOR MAXIMUM OF 6 BEDROOMS ExFELTED SQalmownreR s to 0 4G '' o 74o9 ype' I EL.•5.<'PER.,565 WCLL 516,80.1 - '9T EXPIRES THREE YEARS FROM DATE OF APPROVAL SITE PLAN GRAPHIC SCALE F°FNE� LGMMEMS,k0 GRONmWATER ENLOUNTERED. SCALE:I'=IS'-O° (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTIO,'1209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO)BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PRE-1,R"D AND ON MS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 11,401 tel, 631.727.2303 fax. 631.727.0144 admin®youngengineering.com o Howard W. Young, Land Surveyor \-rt Thomas 0. Wolpert, Frofesslonal Engineer / 00 Douglas E. Adams, Frofesslonol Engineer \ \ti � Daniel A. Weaver, Land Surveyor 3� SITE DATA \- AREA = 36,595 SQ. FT. op :o ,. \o SUBDIVISION-"MESSINA 80/60 CLUSTERED CONSERVATION SUBDIVISION" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JULY 05,2023 AS FILE NO.12281. \ \ S 0 \WD \ 1 v 6k- Lot 2 Subdivision- \ "Messina 80/60 Clustered \ Conservation S II ' ubdivision 1 \ ----------------------- ------------------------------L — _ ELECTRIC Rcs 3 01 EASEMENT' \ SURVEYOR'S CERTIFICATION \ po npa^serint s WE HEREBY CERTIFY TO MARRATI M E CAPITAL V LLC, ALL d ----------------- 1 SHORE ABSTRACT, LTD & FIRST AMERICAN TITLE ------_____ RCS \ INSURANCE C O M PANY THAT THIS SURVEY WAS PREPARED IN 22.78 S85001'39"E \\ ' ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY 212 25' ` THE NEW YORK STATE ASSOCIATION OF PROFESSIONALL•A URVEYORS. .`' oI 51, Lot 311) al (D Subdivision- Lot \ ` -' '' r_ "Messina 80/60 Clustered Z P Conservation Subdivision" u, G v s� s / W 0 m \ HOWARD W.YOUNG,N. .L.S.N0. 5893 3 A COw Sop N q DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 Anti- , .o w 1 (� L _ 245 bbp' - N b,, �L \ SURVEY FOR Q �° MARRATIME CAPITAL V LLC Pt CID Q w o m \\ LOT 3 "MESSINA 80/60 CLUSTERED � 50 CONSERVATION SUBDIVISION" E at Southold, Town of Southold 02 \ \ Suffolk County, New York FOUNDATION LOCATION SURVEY 1q 6• b PCs o ' Count Tax Ma District 1000 Section' y p 56 Block 01 Lot 1.1 \i. FIELD SURVEY COMPLETED SEPT.26,2024 o_ � 200 07 1 MAP PREPARED SEPT. 27,2024 60��30'LW '\ Record of Revisions PCs 57 \ REVISION DATE 25.84 1 1 LEGEND \ 1 go"ttg a 006,de= \ Lo'� \ CMF =CONCRETE MONUMENT FOUND 5Ubdrv's'o�- tered ,\ 1 CM5 =CONCRETE MONUMENT SET Ana SO/60 C,d ;s' It EOP =EDGE OF PAVEMENT "Me`'S vat�gn su 1 '\ g RCS =REBAR CAP SET �onser o WSF =WOOD STAKE FOUND 1 1 m W5S =WOOD STAKE SET ' 1 • =END OF DIRECTION/DISTANCE 1 40 0 20 40 80 120 1 \ ' Scale: 1" = 40' JOB NO. 2023-0129 DWG. 2023_0129_foundation_loc 1 OF 1 ��r � 5001 PRO.EGT/ZONING DATA a TAX MAP a 1000-56-01-0I.I 4 ZONING DISTRICT R-HO NON-1-ONFORMIN6 LU W m J Q - N DISTANCES TO SEPTIC SYSTEM COMPONENTS (MEASURED FROM&11LD1N6 GORIJ325) OPEN SPACE PARCEL O SP 215. .F N Y V LIT RAIL FENCE TO BE — Y a2 SYSTEM COMPONENT COP.'A' CORNER 8' EL.=25H4' NI4°35'10"W MAINTAINED BY SOUTHOLD TOWN 95' EL.=22.Ta' `O C N Z O a °C"-FUJI GLEAN LENT l 1/A OWTS 235' 33.0' - - - - - - C X j N '�%20°0 POLYLOK DISTRIBUTION 52.0' 40.0' , / L 0O m yap N °E°-a'4•X H'LEACHING POOL 29.0' 45A' °F°-8'0%a'LEACHING POOL 365' 345' I / MEASUREMENTS AS PER SYSTEM INSPECTION CONDUCTED MARLH 252025 BY-NOS PUSING a HEATING NOTE:HEAS'REMENTS ARE TO THE CENTER OF COVERS. Q I DYL N !✓ ISUNITE IN-GROUND Y/ -�J STONE PATIO SWIMMING POOL U <ell,FROM /ry •M� IPOO SP I I 'll' �W-J W POOL EQUIPMENT U D�'a\i / 0 C o 4'HIGH POOL I i BURIED £� FENCE AS PER NY5 GODS; PROV. I SELF-LATCHIN6 SELF-CLOSING I �X GATE i 1-STORY WD.FRAME DWELLIN6 R w/BASEMENT i GARAGE ON / SLAB 1 (4 BEDROOMS) / F.F.EL.=26.0' GARAGE SLAB EL.=24.9' / FUJICLEAN ALARM/ 1 i I CONTROL PANEL a BURIED � / ELECTRICAL LINE FROM I/A OWTS / W I a A I I STONE WALKWAY O / � u B I GRADE FUJIMAC AIR B ER a 3•o we AIR LINE TO I/A OHTS(PER MANU. SPEC.'Si �' O FWICLEANGEM I/A OR�1 O VENT TO ROOF AS RE I I I DYL 1 v'Ai JJ} 3 ♦E.P�t C AS O.D /!u &RAVEL m ~ W = f 5 ly DRIVEWAY ' IttV O IU JIn I jw ui m LU o PROJECT: i �oR � LAURELAVENUE I I sl .23' LOT 3-SEPTIC 514°:j751 1955 LAUREL AVENUE E I I Iso.oa E =2s.g5' EL.=243b' b b SOUTHOLD,N.Y.11971 SANITAR"PIPING BEI�ATH DRIVEWAYS DRAWING TITLE: 5ANITARY LINE SHALL BE D TILE IRON PIPB BBIEATH ANY TRAFFIC BEARING WATER MAIN AREAS<EXTENDING TO ADJOINING NOTES SANITARY sTRuc ILDING SITE INFORMATION L A U R E L A V E N U E ALL SAKI ON. SITE PLAN SUFFOLK COUNTY HEALTH DEP F RO\/AL LE SIN�ITACO�iRI1C�S.INCLUDING N A H.S. REFERENCE NO. R-25-1835 s-0rnMIIIN..ON 9ENPAORATIO FROMALL DRIIVEWAYS. PAGE: SP-101.01 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR SITE PLAN DATE:10/15/25 1 OF 1 ASINGLE FAMILY RESIDENCE BGALE:1°'Is'-° Date 11-24-2025 H.S. Ref. No. R-23-1835 µFDA The sewage disposal and water supply facilities at this location have beer, C�`5 N m o� inspected and?or certified by this Department or other agencies and found Q` to be satisfactory FOR A MAXIMUM OF 6 BEDROOMS. * t' 0 Y 0 5 IO 25r50r�4O_�� 9j 03740S y0� JO.'(/�T}UINPAI, RE.,CHIEF GRAPHICS-ALE AFOFNEtt Office of Wastewater Management IL- TION 70 THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK TE TION LAW. S SHOvIN FROM TY LINES TO EXISTING SPECIFIC PURPOSE D TO ESTAEOU94 ERTY UNIES OR ERECTION OF OF INKED SEAL OR EMBOSSED VAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE ('INDICATED HEREON SHALL RV ONTO THE PERSON FOR FROM THE SURVEY IS PREPARED AND ON HIS BEHALF TOATHE��COMPANY.(00 ERRNMENNTTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE�SS ARE IONEESAOF THE LENDING U+o S�T MOT C:ERMICAT'S ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS MA18S(OI"TT OWNERS T'(5)THE LOCATION OF WELLS(W).SEPTIC LAND TANKKS Sn R CESSPOOLS(CP) HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OB�O FROM OTHERS, 400 Ostrander Avenue, Riverhead, New York IIc101 tel. 651.727.2505 Pax. 651.721.0144 D� admen®yovngengineering.com NNE�o '- - JCMF \ SANITARY MEASUREMENTS A B Howard W. Young, Land Surveyor � A OWTS 23.5' 33' Thomas 0. Wolpert, Professional Engineer 32' 40' Douglas E. Adams, Professional Engineer r Daniel A. Weaver, Land Surveyor ` LPl 29' 45' E F LP2 36.5' 34.5' E SITE DATA W ) m AREA = 36,595 SQ. FT. SUBDIVISION-"MESSINA 80/60 CLUSTERED CONSERVATION SUBDIVISION" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JULY 05,2023 AS FILE NO.12281. \ S 1 ,t 1 , `Ao \� 1 Q 1 1 m W � N \ Lot 2 \ Subdivision- \ ` Messina 80/60 Clustered Conservation Subdivision" 1 \ 1 \ - ------------------------ RCS 1 ELECTRIC EASEMENT \ SURVEYOR'S CERTIFICATION ______—_ \ *WE HEREBY CERTIFY TO MARRATIME CAPITAL V LLC, ALL a SHORE ABSTRACT, LTD SE FIRST AMERICAN TITLE INSURANCE COMPANY THAT THIS SURVEY WAS PREPARED IN s - PRF 58500113911E 1\ t ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY p7 w >0'4 WOF wiF c ` THE NEW YORK STATE ASSOCIATION OF PROFESSIONA ORS. 212.25' OD Gk Lot 3 R Subdivision- "Messina 80/60 Clustered Conservation Subdivision" Zs� K DW r G �1'V.v ram'__ •. ;�K„ ,� �,Jnr_ .> P EWAI HOWARD W.YOUNG,N. . L.S.NO17'71 93 ,, ` 3 0O o Dw s•26.8 SCE Y. " t DANIEL A.WEAVER,N.Y. .L.5.NO. 30. GFL ro IC 5ER w \ ' L C o EXEC...: rl C-% ^ R SERA OE C o L , SURVEY FOR - 639 6• �' m (p ° L G .6 29.16 23A'N B ,2 MARRATIME CAPITAL V LLC Z a Ox CID F� N o N pik 0 W p w �� W g> LP2 \ LOT 3 "MESSINA 80/60 CLUSTERED n n N TT >9� >�� O o > v VEtn 7\-- -" , ` CONSERVATION SUBDIVISION" E o. N ° � ��m 5�' ='°° 5 DB �, ` at Southold, Town of Southold N � o A > 1 0`� LP2 Q� ,F 1 s -� Stag N \ Suffolk County, New York jcv 81.0 a?Ate N A ` FINAL SURVEY F- I C:5-, w�'`1poo, `�v1�5 �" E�R �S t` County Tax Mop District 1000 section 56 Block 01 Lot 1.1 1 Co 1�,! o `�E� DW t �dQ 07 E` gox t FIELD SURVEY COMPLETED SEPT.26,2024 P� g Ev 1 MAP PREPARED SEPT.27,2024 LEGEND In" � ow 1 05230W � \\ Record of Revisions BB =BELGIAN BLOCK REVISION DATE BRA =BELGIAN BLOCK APRON g \ 1 FINAL St1RVFY DFC_41 2Q25 BBC =BELGIAN BLOCK CURB CMF =CONCRETE MONUMENT FOUND CMS =CONCRETE MONUMENT SET Seri1� i? EOP =EDGE OF PAVEMENT $<flbdtV cluster g MLF =METAL FENCE $ =POST b RAIL FENCE ��Messina 60o6 subd�vtston DEC 7i - It PRF _ on$erwat Q , ,a RCS REBAR CAP SET C t DOWDF =WOOD FENCE 40 0 20 40 80 120 WIF =WIRE FENCE WSF =WOOD STAKE FOUND Scale: 2" 40' 1 t WSs WOOD STAKE SET I = • =END OF DIRECTION/DISTANCE ` �t , JOB NO.2023-0129 DWG.2023 0129_fs 1 OF i 1� Generated by REScheck-Web Software Compliance Certificate Project 1955 Laurel Ave (Lot 3) Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,316 ft2 Glazing Area 14% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Compliance: Passes using UA trade-off Compliance: 12.3%Better Than Code Maximum UA: 569 Your UA: 499 Maximum SHGC: 0.40 Your SHGC: 0.40 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. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 3,316 49.0 0.0 0.026 0.026 86 86 Wall-East(front): Wood Frame, 16" o.c. 912 25.0 0.0 0.053 0.060 37 42 Windows-east: Wood Frame 210 0.320 0.320 67 67 SHGC: 0.40 Wall-South (left):Wood Frame, 16" D.C. 800 25.0 0.0 0.053 0.060 38 44 Windows-south:Wood Frame 75 0.320 0.320 24 24 SHGC: 0.40 Wall-West(rear): Wood Frame, 16" o.c. 898 25.0 0.0 0.053 0.060 38 44 Windows-west:Wood Frame 172 0.320 0.320 55 55 SHGC: 0.40 Walls-North (right):Wood Frame, 16" o.c. 808 25.0 0.0 0.053 0.060 42 48 Windows-north:Wood Frame 11 0.320 0.320 3 3 SHGC: 0.40 Floor:All-Wood Joist/Truss 3,316 30.0 0.0 0.033 0.047 109 156 Project Title: 1955 Laurel Ave (Lot 3) Report date: 01/18/24 Data filename: Page 1 of 2 Compliance Statement. The proposed building design described here is co t with the building plans,specifications, and other calculations submitted with the permit application.The proposed build' Q1 signed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandato f? d in the REScheck Inspection Checklist. Matthew Wynne, HERS Rater 18-JAN-2024 Name-Title Sign re 22145� Date �TF OF NE`i I y� Project Title: 1955 Laurel Ave (Lot 3) Report date: 01/18/24 Data filename: Page 2 of 2 ft" MBER CERTfFICATIC. APP 0 ED AS NOTED ONtw cOkik rSEFoi pA,�• ,5 7 P# S� CERTIFICATE C�F'oCG�UPAt z. S01LDgR.USED IN WATEfi FEE ` BY. SU,PPLYSVt EAiCAfth - NOTIFY BUILDING DEPARTMENT AT 631 765-1802 6AM TO 4PM FOR THE EXCEED 2116 OF 1 al, FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO RFOUIRFD FOR POURED CONCRETE r 2. ROUGH-FRAMING&PLUVIBiNG AL-4 PLUMBING IIVH 3. INSULATION AT NEED 4. FINAL- CONSTRUCTION MUST4 ) QEGQ1f�EE31( BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS # Illal"�RQCE r-�R.MI UNTIL SCJFt. EY, Of FOUIyDATION;�QC IC HAS.BEEN APPR ► : D' COMPLY WITH ALL CODES OF NEW YORK STATE &TOWN CODES AS REQUIRED AND CONDITIONS OF Blower door L:::�'SOUTHOLD TOWN PLANNING BOARD and ductwork P!TRUSTEES testing required. OtOrtiPC SCHD Must provide Manuals D, J and S as per NYS Energy Code OCCUPANCY OR USE IS UNLAWFUL All exterior lighting WITHOUT CERTIFICA! installed,replaced or OF OCCUPANCY repaired is pter nform 172 of the Town Code ELECTRICAL RETAIN STORM WATER RUNOFF INSRE,CTIOM REQUIRED PURSUANT TO CHAPTER 236 OF THE TOWN CODE. TRUSS PLACA!RDIING RE(QU!REO Q ri OPEN SPACE PARCEL PROPOSED SPLIT RAIL FENCE TO VA CL EL.=25.84' BE MAINTAINED .BY SOUTHOLD TOWN w W - N14°35'10"W 215.g5' EL.=22.78' .� � . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . _ _ . . _ _ _ _ - / �9 x O = 0 O . .. _ _ _ _ _ _ _ _ _ ��NGi✓R�� Dim/ a �,.. ( z ` v` y��" F M .° 0 E N O LO cu -QQ ,QQ PROJECT LOCATION & SCOPE c � x cv `50% AREA-Ol l LOT TO-REMAIN A5` r p�� / SITE PLAN & ZONING DATA _c O m 4-J PER. COVENANT- 4 •RE5TRICTION5- - - - / 9� N O LO . - -DATED 5TI-{ OT MARCH.2025. - - _ - N�co�s"o \ Q O BEN R-80 O (5 ,UQ GENERAL NOTES - - - PROPOSED �PROP� `0 PROP. / "" `�' �' P°N'� ENERGY TABLE 1.0. POOL 15 NOT PART I FOOL'I POOL _ _ . _ _ . . � D W� EQUIP �'��"' ,. STRUCTURAL DESIGN CHARTS W OF THI5 FILING r ° i R HOEDOWN, ANCHOR BOLT, jPROP - - - - ` - - ` - ` - . ` - . ` ` - ` + �` STRAPPING, & NAILING DETAILS 1 FASTENING SCHEDULE - - - - - - - - - - - - - . - r 6 O' REAR YARD SFTBAG'G -QQ�,QQ FRAMING GRAPHICS - - - ,/ �o� " BEAM CONNECTION PATTERNS 4J FIREBLOCKING DETAILS A- 10 ,QQ PROPOSED FOUNDATION PLAN SEE pETAIL� . . . . �Z ma. 9 D LN r. / " PROP. roc, t �� •' - - - 'BURIED. . / ✓ '� ''' /r •- z FRPF _ENE . . . . . f/ . L_CCA�TI ON MIAF \� Cn PROPOSED FIRST FLOOR PLAN nn`` SCALE: NT5 W PROPOSED 'I -STORY WD. I O E�T S Cl F JU ' - - - PROPOSED EXTERIOR ELEVATIONS _ u) - O � 28.8 FRAME DWELLING W/ BASEMENT 4) _ _ / "2O OO 3 . /U GARAGE ON SLAB ------- - - - - p (4 BEDROOMS) - - - - - - - F.F. EL.=26.O' - ; - - - - / FRCFOSED S I NO LE FAMILY RES I DENGE IL GARAGE SLAB EL.=24.1' �'-`� - /� - - - FROFOSED A ONTS A-202 .00 PROPOSED EXTERIOR ELEVATIONS - 4' HIGH POOL FENCE ' Lu FO�ECT DATA : A-5O i ,QQ BUILDING SECTIONS I _ I I PPc.:F. STONELF, WALKWAY ® GRADE PROJECT // ZONING DATA TAX MAP # 1000-56-01-01.1 -jO2 .QQ BUILDING SECTIONS O I I PROPOSED , � _ . . � ZONING D L,TRIGT R-80 NON-CONFORMING PROP. IA OWTS I I ASPHALT / Itu DRIVEWAY - / LOT AREA 0.5 ACRES I0-jam 501 FRONT YARD - - - m �- SUFFOLK iCOUNTY HD APPROVAL R-23-1835 3 BEDROOM -�-Q I ,Q(� DESIGN DETAILS SETBACK PROPOSED PROPOSED HABITABLE GROSS - - - - - - - - . o- - . - - - i� i� - _ _ . � O SPACE AREA -4Q2 .00 DESIGN DETAILS � . . . / FIRST FLOOR AREA 5,210.0 S.F. 3,763 S.F. i- 10 10 w 1 - - - - - - - - - AREA TOTALS 3,210.0 S.F. 3,763 S.F. I I� 2 - . - . - . . . . � SOUTHOLD TOWN GODS 280-207 (A)(I) �- IOI .00 PROPOSED STRUCTURAL PLANS � I I / � LOT 51ZE // AREA IN ALLOWABLE TOTAL Q - - - - - - - - - - - - - - - - - - - - I I . / TOWER 36 5Q5.0 S.F. 6,5a5.0 S.F. m I - EXCESS OPF 30,000 GFA GFA W ` Lu (d) LOTS CONTAINING UP TO 5,100 S.F. ~ n . . . . . . . . . . . I I - - - - _ 517.25' 40 000 5>.F. MAX. 1 1 - 5- I O2 ,Q0\ PROPOSED STRUCTURAL PLANS k0 _ _ _ _ _ _ _ _ _ I I _ �- ALLOWABLLE 5.F. / PLUS ` _ _ - - - . I I - - / 73% OF E)XCE55 LOT AREA 4,550.0 S.F. 4ci4.6 S.F. 4,844.E S.F. 3,763 PROJECT: . 1 I . . . . . . . - _� -_ - . - - - - - - - OVER 30,0000 - --r- �'� LAUREL AVENUE 150.00' EL.=25.�i5' EL.=24.38' b b LOT GOVEfRASE �j- I Qj,QQ PROPOSED STRUCTURAL PLANS LOT 3 SOUTHOLD, TOWN GODS 280-14 DE5GRIPTrION (FOOTPRINT) AREA 96 LOT COVERAGE EXISTING WATER MAIN _ _ TOTAL LOST AREA 36,"5.o S.F. - I O I .00 DWV/ WATER SUPPLY RISER 1955 LAUREL AVENUE L_ A U R E L A � E N U E PROPOSEfD DWELLING 4,266.0 S.F. 11.79E GAS RISER SOUTHOLD, N.Y. 11971 PROP05ECD INGROUND POOL 500.0 S.F. 2.2% DRAWING TITLE: TOTAL AREA OF ALL STRUCTURES 5066.0 S.F. 13.89E PROJECT LOCATION &SCOPE MAXIMUM LOT COVERAGE ALLOWED: 2096 SITE PLAN & ZONING DATA S I TE PLAN ZONING REGULATION5 MAIN BUILDING SCALE: 1" = 15'-0" SOUTHOLD, TOWN CODE 280-I4 TOWN BOARD REGULATIONS PAGE: PROPOSED GOMPL I ES G-00mis00 CLEARING RESTRICTIONS A5 PER DECLARATION OF COVENANTS AND AREA. AT THE TIME THI5 SUBDIVISION WAS APPROVED, THE NORTHERN CLEARED AREA CONFORMS TO THE APPROVED CLEARING RESTRICTIONS: DECLARATION MADE 5T DAY OF A 025 AND AS LONG-EARED BAT AND ITS HABITAT WERE FEDERALLY LISTED AND RESTRICTIONS. MIN. FRON47 YARD 50.0' 71.0' YES APPROVED BY SOUTHOLD TOWN PLANNING BOARD: PROTECTED BY THE US ENDANGERED SPECIES ACT, THE TIME OF 7. AT ANY TIME, IN PERPETUITY, IN THE EVENT THAT A LOT 15 CLEARED YEAR WHEN CLEARING 15 PERMITTED MAY BE LIMITED BY THE NY5 BEYOND THE AFOREMENTIONED FERM1551BLE LIMIT, THE AREAS MUST MIN. SIDE YARD 20.0' 28.8' YES + I. THE TIMING AND METHODOLOGY FOR CLEARING MUST FOLLOW THE DEC. BE RE-VEGETATED BY THE LOT OWNER ACCORDING TO A DATE: 01 19 24 SOUTHOLD TOWN PLANNING BOARD'S "PROTOCOL FOP 2.1. TREE GUTTING OF ANY KIND AT THIS LOCATION MAY NOT OCCUR RE-VEGETATION PLAN REVIEWED AND APPROVED IN WRITING BY THE MIN. COMBINED / / 1 OF 16 EASTERN/WOODLAND BOX TURTLE CONSERVATION DURING BETWEEN MARCH I AND NOVEMBER 50 OF ANY CALENDAR YEAR. PLANNING BOARD. ANY WORK BEING CONDUCTED ON THE SITE AT THE 51ME YARD5 40.0 82.4 YES CONSTRUCTION", ON FILE WITH THE SOUTHOLD TOWN PLANNING 3. NO CLEARING OR GRADING 15 PERMITTED OUTSIDE THE LIMITS OF TIME THE OVER-CLEARING 15 DISCOVERED, INCLUDING INTERIOR DRAINAGE SYSTEM INSTALLATION NOTES: DEPARTMENT. AT THE TIME OF THE CREATION OF THESE COVENANTS CLEARING STATED IN FILED COVENANTS AND RESTRICTIONS AND CONSTRUCTION, WILL BE STOPPED UNTIL THE SITE 15 RE-VEGETATED MIN. REARZ YARD 60.0' 66.0' YES • A MINIMUM OF 10' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 4 THE WOODLAND BOX TURTLE, AKA THE EASTERN BOX TURTLE, WAS SHOWN IN CLEARING CHART (50% LIMIT) ACCORDING TO THE RE-VEGETATION PLAN. IF THE SEASON DOES NOT WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC LISTED BY THE NEW PORK STATE DEC AS A SPECIES, OF SPECIAL 4. EXISTING NATIVE VEGETATION INCLUDING GROUNDGOVER, SHRUBS PERMIT REPLANTING IMMEDIATELY, WORK MAY CONTINUE AFTER A MAXIMUM I HEIGHT 55.0' 25.1' YES COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE CONCERN. THI5 PROTOCOL LIMITS THE TIME OF YEAR'. CLEARING 15 AND TREES, SHALL BE PRESERVED IN ALL AREAS OUTSIDE THE LIMITS PERFORMANCE GUARANTEE 15 PROVIDED IN THE AMOUNT IT WOULD EDGE OF ALL FOUNDATION WALLS ALLOWED BASED ON THE BIOLOGY OF THE PROTECTED SPECIES. IT OF PERMISSIBLE CLEARING, WITH THE EXCEPTION OF DEADFALL AND COST TO FULLY IMPLEMENT THE APPROVED RE-VEGETATION PLAN. SITE LAYOUT NOTES: ,' - ALSO PROVIDES CERTAIN PROCEDURES THAT MUST BE FOLLOWED INVASIVE PLANTS. THE DEADFALL AND INVASIVE PLANTS PROPOSED I. THIS 15 AN ARCHITECT'S SITE PLAN 4 IS A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN DRYWELILS ,�� CONCRETE SLABS AND PROPERTY LINES PRIOR TO CLEARING. TO BE REMOVED MUST BE IDENTIFIED IN THE FIELD FOR INSPECTION SUBJECT TO VERIFICATION BY A LICENSED .°e` ` LOT CLEAFRINS - 509E MAX. AS PER SOUTHOLD TOWN SURVEYOR. THE INFORMATION CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL / �.dy J; 0 I.I. ANY CLEARING AT THE SITE SCHEDULED FROM APRIL I AND BY PLANNING DEPARTMENT STAFF PRIOR TO REMOVAL. REMOVAL BOARD PLANNING APPROVAL REPRESENTED ON THIS SITE PLAN IS TO THE " NOVEMBER 15 OF ANY CALENDAR YEAR WILL BE 'PRECEDED BY MUST BE DONE SELECTIVELY, PRESERVING NATIVE PLANTS TO THE WILDLIFE SURVEYS FOLLOWING THE PROTOCOLS SET FORTH BY EXTENT PRACTICABLE. ARCHITECT'S BEST OF KNOWLEDGE. t THE SOUTHOLD TOWN PLANNING BOARD'S PROTOCOL 5. PRIOR TO ANY CLEARING OR GRADING, THE CLEARING LIMITS AND LOT SIZE 365�i5.0 S.F. 2. INFORMATION WAS OBTAINED FROM DRAINAGE SYSTEM CALCULATIONS - PROPOSED DWELLING: ., 2. PRIOR TO ANY CLEARING OR GRADING, THE APPLICANT MUST BUFFERS SHALL BE CLEARLY STAKED ON SITE AND INSPECTED BY PROVIDE CORRESPONDENCE FROM THE NEW YORK STATE PLANNING DEPARTMENT STAFF FOR COMPLIANCE WITH THESE SURVEY DATED NOVEMBER 6, 2025 AND PROPOSED ROOF COVERAGE = 5,0-i2 S.F. N'A (I V E DEPARTMENT OF ENVIRONMENTAL CONSERVATION (Nl'P5DEG) COVENANTS AND THE SUBDIVISION MAP. 509E OF L-OT REQUIRED TO REMAIN 182a7.5 S.F. PREPARED BY: PROPOSED ASPHALT DRIVEWAY COVERAGE = 2,200 S.F. '9�. �3744� ®� REGIONAL OFFICE WITH A DETERMINATION ABOUT WHIETHER A 6. AFTER CLEARING AND PRIOR TO BEGINNING CONSTRUCTION, THE TOTAL IMPERVIOUS COVERAGE = 7,21�21 2 S.F. CLEARING TIMEFRAME MUST BE APPLIED FOR THE PROTECTION OF CLEARED AREA MUST BE INSPECTED BY TOWN OFFICIAL (EITHER YOUNG ASSOCIATES 7272 S.F. x 2" RAINFALL EVENT = 12 G.F. STORAGE REQ.'D AREA OF PROPOSED CLEARING 1825Q.0 S.F. THE NORTHERN LONG-EARED BATS THAT MAY BE PRESENT IN TH15 BUILDING, PLANNING OR ENGINEERING DE RIVPARTMENT) TO CONFIRM THE , OSTRANDE.1 AVENUE RIVERHEAD, N.Y. II101 (I) 8'(p DRYWELL PROVIDES 42.22 G.F. PER FT. OF DEPTH TOTAL AREA OF LOT TO REMAIN 18336.0 S.F. (5) 8'(P x 10' DEEP D.W. PROPOSED = L266.6 G.F. STORAGE PROVIDED NOTES $ SFEC:f I f,A71 ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY A55RE Y I AT I O I�lS IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THI5 CONSTRUCTION,DOCUMENT BINDE:D 1. ALL LUMBER SHALL BE DOU6,LA5 FIR LARCH #2 4 BETTER (Fb = 815) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT TOSETHER AT ALL TIMES. IT Is ALSO THE CONTRAGTOR15 RESPONSIBILITY To READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK IBEINO PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. INSULATION SPEGIFIGATIONS,AND BE FAMILIARIZES WITH THE PLANS PRIOR,TO WORK „ PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR a 5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR Q GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL BLDG. BUILDING K KIPS (1000 LBS) 0 GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT LLI 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. 5EARIIN6 CAPACITY OF (1) TON/50. FT., U.O.N. BM BEAM MANU. SPEG.'s MANUFACTURER'S SPEGIFIGATIONSLu APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND TH15 P5 FORMAT, A5 .J C6 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MINI. OF 4'-O" BELOW GRADE,UNLESS B.O. BOTTOM OF MAX. MAXIMUM m ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY TEGO OR OTHERWISE NOTED Q .I--+ (�j STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MEGH. MECHANICAL IY .0 m PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN65 IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL 7- 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR 6RADINC 6. NO BACK FILL SHALL BE (PLACED AGAINST FOUNDATION WALLS B.O.W. BOTTOM OF WALL MIN. MINIMUM 0 O AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN I.I THROUGH 1.5. UNTIL I51 TIER OF FRAMING 1£5 IN PLACE. G.J. CEILING JOIST NAVD55 NORTH AMERIGAN VERTICAL DATUM OF I�I88 �+-� IIX 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, L z C9 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARIN6 PURPOSES, -f. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. 0 0 N z 0 OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED COL. COLUMN NYC BC NEW PORK CITY BUILDING CODE I 5. ANY OMISSIONS OR DISCREPANCIES OF PLAN5 AND/OR J105 CONDITIONS ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" SEARING BY THE 6RADEMARK OF A LUMBER 6RADIN6 OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAMI POCKETS, UTILITIES, ETC. TO BE FILLED a ,0 , '0 - WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. CONT. CONTINUOUS O.G. ON CENTER � x U (V SHALL BE CLARIFIED WITH THE ARGHITEGT/ENGINEER BEFORE PROCEEDING 5. MIN. HEADER TO BE (2) 2NIO" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 0 0 � WITH THE WORK. 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE: IN ACCORDANCE WITH PACE 6-003. IDBL. DOUBLE OGG. OCCUPANCY 0 0 m •�, (D q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE 6RADINC AGENCY WHICH COMPLIES WITH THE +-+ � b. NO DEVIATIONS OR CHANCES TO THE STRUCTURAL SYSTEM SHALL BE MADE P T REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION c CV p c6 UNLESS APPROVED BY THE ARGHITEGT/ENGINEER. DAYS OF 4,000 P.S.I., U.O.N. Q O d 10. ALL EXTERIOR 5HEATHIN6 SHALL BE NAILED A5 PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. GONG. POURED CONCRETE B CONTRACTOR R VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. GENERALLY, 5HEATHIN6 I5 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLABS TO REST ONI MIN. OF 6" FINE GRAVEL OR SAND WITH BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER M.J. DECK JOISTS :77 PLATE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES.. APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: A55EMBLIE5 U51N6 PREFABRICATED 12. COPPER FLASH ALL JOINIT5 WHERE SLAB ABUTS FRAMING. EA. EACH PLYWD. PLYWOOD n1 of. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE " WOOD I-JO15TS SHALL MEET THE PROVISIONS OF A5TM V5055 ELEV. ELEVATION P.T. PRESSURE TREATED W 11. SUB FLOORING, GENERALLY, TO BE OF 3/4 THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPEGTIONVS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 (1) WALL TIE PER (5) 50. FT. EQUIP. EQUIPMENT REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LfE716E AND PROVIDE WEEP HOLES, II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHOMIY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT-ANY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING RI RISER AND SHALL NOT BE ALTERED OR BE REEPRODUGEf7 WITHOUT' WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR E3ASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVfE FIN15H GRADE. r , A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER v ' - 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF Ti HE WORK AND IS w ` RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE X GRO55 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE 16. NO CONCRETE OR MASONaRY WORK IS TO BE PERFORMED IN TEMPERATURES ( 'W) EXCEED 8-O AND AT EVERY 8 O . 6OVERNINC BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40 F AND FALLING, UNLE.55 APPROVED BY ARCHITECT/ENGINEER. NO FAR FLOOR AREA RATIO STL. STEEL (D 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OGGUIPANGY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACEfO ON FROZEN SURFACES. F.A.V. FRESH AIR VENT S.V. SMART VENT "1 1 W 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED 11. NO ADDITIVES SHALL BEE PLACED IN CONCRETE UNLESS SPECIFIED BY TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR 5HIALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROV1510N5 OF THIS DOCUMENT, THE ARCHITECT/ ENGINEER. I FF FINISHED FLOOR TBD TO BE DETERMINED RUBBISH, WASTE MATERIALS, TOOLS, ETC.'.., GLEAN CLASS ANO LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FA5TENING SCHEDULE AS 60VERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 AS NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 15. PROVIDE BITUMINOUS JOIiNTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLA55 BROOM GLEAN. CONNECTED WOOD TRU55 CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 11. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S GORE EVALUATION REPORT. F.J. FLOOR JOISTS THK. THICK c Iq. UNLESS OTHERWISE INDIGfATED, ALL FOUNDATION FOOTINGS ARE TO BE A LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING a" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK �0- SPECIFICATION 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6" SPAN. WALLBOARD, A5TM C51 SPECIFICATION FOR GYPSUM LATH, OR ASTM C-71 CONCRETE SLABS TO HAVE lbxb 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD -THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE "FEAR AFTER FOR GYPSUM 5HEATHIN6 BOARD, COMPLETION R PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADPDITION5, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR, FRAME TYP. 11 TYPICAL n , AS PER PACE 6-003. 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONPHTION WITH AN EXIST. FOOTING OF MIN. I6 WIDE x 8 VJ I'i. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF DEEP 4 V-O" BELOW GRADE_. FRPR. FIREPROOF U.O.N, UNLESS OTHERWISE NOTED Q ARGHITCONTR CONTRACTOR , AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD 51DIN6. AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, 14NGLUDIN6 ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING VERT. VERTICAL ATTORNEYS FEES ARISING OUT S, OR RESULTING FROM THEE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: METAL BY REPEATED BRUSHING,DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD - X THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOS3S OR EXPENSE (A) SITE WORK ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO I. STAKEOUT 15 TO BE PER BY A LICENSED SURVEYOR INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE PERFORMED HOLD DOWN w/ WITH ITSELF INGLUDIN6 THE LOSS OR USE RESULTING THEREFROMt), (B) IS CAUSED IN MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (EN I) FCONSTRUCTIONCOMMERCE AND 2. VERIFY ALL GIVEN DATA i ON DRAWINGS. IF THERE I5 A DISCREPANCY, WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY RECEIVE CLARIFICATION FROM ARCHITEGT/ENCINEER PRIOR TO PROCEEDING. HDR HEADER WD. WOOD CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR EMPLOYED R, ANY OF THEM, OR ANYONE FOR WHOSE ACTR ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS,APPLICABLE CODE HNOR HANGER ZR ZONING RESOLUTION 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. BE LIABLE REOARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. WEYERHAEUSER TRUS JOIST 2.OE MIGROLLAM LVL STOCKPILE TOP501L OBTAINEIED FROM STRIPPING DRIVEWAY AND BUILDING HOR. HORIZONTAL PARTY INDEMNIFIED HEREUNDER. B. 6EORGIA PACIFIC 2.OE 6-P LAM LVL 1.5.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND SITE. STOCKPILE ALL EXGA�VATED MATERIALS. Ia. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRLUGTION INGLUDIN6 PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 4. NEW AND EXISTING BACK IFILL MATERIAL ARE TO BE FREE OF WEEDS, TREE BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, INAILIN6, PLAGIN6 A. WEYERHAEU5ER TRUS JOIST 2.2E PARALLAM P5L THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY ROOTS, ROCKS, AND DEBRISi. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED 511' THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT FOR BACK FILL MATERIAL 56HALL BE REMOVED FROM SITE. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR I I `t S U T( ®I `� �1 S TRH T I O 1� R O U I R 1� �1 TS APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWIN65 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 5. PROTECT TREES WITHIN EI46HT FEET OF THE BUILDING, AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE C70VERNINO BUILDING GORE, AUTHORIZATION OF THE ARGHITEOVENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHCOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GODS 6LA55 WINDOWS AND DOORra PROi`05ED DESIGN CODE FRESCRIPTIVE VALUE $ NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMEN51ON5 A%M CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. I. ALL 6LA55 TO BE IN5ULATfED LOW-E, UNLESS OTHERWISE SPECIFIED. GOMF`0NENT COMFL I ES PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE VALUE C 1 TATI ON (PER 2020 NYSECCC) OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 2. 6LA55 DOORS AND WINDCW5 SHALL NOT BE INSTALLED UNTIL PROPER 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED FALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AI414.1 CELLULOSIC CLEARANCES ARE PROVIDEL7. WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMANd LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0205 STANDARD SPECIFICATION FOR IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER IN5ULATIN6 BOARD. MAX. U-VALUE = 0.52 HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. 3. ALL SLIDING 6LA55 DOORS,SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED U-VALUE = 0.25 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFAnOTURERS WITHIN IS OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, FENESTRATION U-VALUE AIR LEAKAGE = 0.50 GFM/SF IMAX. AIR LEAKAGE = 0.50 GFM/SF YES SPECIFICATIONS,UNLE55 NOTED OTHERWISE. 1.5.5. STRUCTURAL PANEL 51DING STRUCTURAL PANEL 51DIN6 USED IN UNLESS OTHERWISE NOTED. PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 24. NOTCHES IN EITHER EDGE OF STUD5 SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I 22. PROVIDE FIREBLOGKING AS PER NEW PORK AGGESSIBII'LITY STANDARDS. 4. ALL 6LA55 UNITS SHALL E9E INSTALLED IN STRICT ACCORDANCE WITH - THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL MANUFACTURER'S 5PECIFICATrIONS. CEILING R-VALUE R-28 FOAM SPRAY INSULATION W/ MIN. R-VALUE = 4q 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A6A�INST ANY HOLES SHALL NOT EXCEED 409b OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS A5 SET FORTH IN APPLICABLE CODE EVALUATION R-21 GATT INSULATION I PER TABLE R402.1.2 - CLIMATE ZONE 4 YES UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITEG••TURAL WORK5 OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. 5. ALL WINDOWS TO BE GAULLKED AND SEALED AS PER NEW YORK STATE COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS: SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GRO55-SECTION. ENERGY CONSERVATION GONdSTRUGTION GORE. EXTERIOR " " R-14 SPRAY FOAM INSULATION MIN. R-VA - 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL TE OR (2 xb ) WOOD LUE - 20 (CAVITY) 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.'7. YES GENERAL WIND PROTECTION CONNECTIOh4 NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, b. PROVIDE FLASHING PANS INNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR FRAME WALL R-VALUE (R=-1/INCH) W/ R-II GATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESiIDENTIAL NOTES, AND TABLES ON PAGE G-003 4 G-004. THE FASTENING SCHEDULE ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN 6 OF AN EXTERIOR SURFACE. 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND CONSTRUCTION;55TD 10-qq AND 2018 SE30 HIGH WIND EDITION WOOD FRAME 5PECIFIE5 THE REQ'D NAILING FOR THE 5HEATHIN6 (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). -f. ALL EXTERIOR DOORS AREE TO BE WEATHERED STRIPPED AND PROVIDE ALL [Ml R-VALUE = IclFLOOR R-VALUE R-30 BATT INSULATION YES rz CONSTRUCTION SPEGIFIGATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING SCREENS AND HARDWARE NE=GE55ARY FOR PROPER FUNCTION OF SUCH UNITS. R TABLE R402.1.2 - CLIMATE ZONE 4 I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDA':TION WALLS, SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LA6 SCREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ 2 FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDfED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). ASME BI8.2.1 SQUARE AND HEX BOLTS AND 50REW5 (INCH SERIES). 8. ALL 6LA55 15 TO BE FREEE OF SCRATCHES AND IMPERFECTIONS. 6LA55 COMPLIANCE STATEMENT: 0 2. APPROVED CONNECTORS, ANCHORS AND OTHER FAS HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND/FLOOR PLANS. SHOULD BE GUARANTEED BY' THE MANUFACTURER FOR A PERIOD OF 5 YEARS. TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND 5PEGIFICATION5 ARE IN T'EM11NG DEVICES NOT 2.2.3. TRU55 METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2?306 OF IBC SHALL 26. COLUMN BEARIN6 AS FOLLOW5: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN q. ALL WINDOWS TO BE ANDEER5EN. IF CONTRACTOR 15 TO SUBSTITUTE WITH COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CON5TRU07ION CODE U51NO CHAPTER 4 [RE]. BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOPMMENDATION5. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ANOTHER WINDOW MANUFACTI'URER, IT 15 THE RESPONSIBILITY OF THE m TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH 3. METAL PLATES, CONNECTORS, SGREW5, BOLTS AND NAILS EXPOSED WALL w/ STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK 6ROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. THE GHARACTERI5TIC5 OF TH-IE ANDERSEN WINDOW SPECIFIED. THE DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/ (2) 1/2" 4' ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® CHARACTERISTICS ARE AS FOOLLOWS, BUT NOT LIMITED TO: DE516N PRESSURE, AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND ROUGH OPENING, U-FACTOR,LLIOHT AREA, VENT AREA, AND EGRESS 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTIURAL PANEL POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" 6AOE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, REQUIREMENT5. 5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL TABLE R501 .1 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUD:5, HEADER STUDS HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE 60VERNING BUILDING CODE AND ANY 10. WINDOWS IN TUB/SHOWER EENCL05URE5 AND WITHIN STAIRWAYS SHALL BE CLIMATIC s OEOCRAPHIC DESIGN CRITERIA AND AT LEAST ONE STUD AT EACH 51DE OF OPENING. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S TEMPERED 6LA55. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT' STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF: OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN,Y4" BENT PLATE 8" LONG II. EXTERIOR 6LAZIN6 SHALL. BE PROTECTED FROM UIREMENTE DEBRIS. GROUND SNOW LOAD 25 LBS RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x"4" LUMBER 15 w/6" RISE 4 w/(2) 5/4"(P BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2.2.5, NAILS: NAILS SHALL COMPLY WITH FASTENERS: F ILS, STANDARD GLAZED OPENING PROTEGTIG�N SHALL MEET THE REQUIREMENTS 2 THE LARGE ALLOWABLE LOCATED IN UPPER THIRD OF ATTIC, SPACE AND ATTACH TO EACH PAIR OF SET b MIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 0-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. MISSILE TEST OF 1. OA AGE I AND ASTM E O NI MODIFIED TI 20HA NYS ET 5TRUGTURAL MEMBER BASIC WIND SPEED 150 MPH LA U R E L AV E N U E RAFTERS. SECTION 301.2.1.2.1. GARAGE tDOOR GLAZED OPENING PROTECTION SHALL MEET DEFLECTION LOT 3 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAIFTER BEARING. SHALL MEET THE REQUIREMENTS OF THE 60VERNIN6 BUILDING CODE ANSI/DA5MA 115. RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE GATE60RY B AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/I80 "1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY MANUFACTURER'S CODE EVALUATION REPORTS. 12. AS AN ALTERNATIVE TO N40TE #II ABOVE, WOOD STRUCTURAL PANELS WITH W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS SEISMIC DESIGN GAT'E60RY S 16" WITHIN 4' OF EXTERIOR CORNERS. ASPHALT ROOFING SHINGLES A THICKNESS OF NOT LESS TFHAN a" AND A SPAN OF NOT MORE THAN 8' SHALL 2.2.•1. SCREWS: SCREWS SHALL COMPLY WITH AN51/ASME B Ib.6.1 BE PERMITTED AS 6LAZIN6 FPROTECTION. PANELS SHALL BE PRECUT AND INTERIOR WALL5 4 PARTITIONS H/150 1. ALL SLOPED ROOFING SHINGLES SHALL BE 6AF-GLASS-A ASPHALT ROOFING G 5EVERE 5. SILL PLATE TO FOUNDATION ANCHO¢A6E;SILL PLATE SMALL BE ANCHORED SHINGLES OR APPROVED EQUAL. WOODSGREWS (INCH SERIES). ATTACHED TO THE FRAMING !SURROUNDING THE OPENING. PANELS SHALL BE WEATHERIN 1955 LAUREL AVENUE TO THE FOUNDATION WITH ANCHOR E30LTS HAVING A MIM. BOLT DIAMETER PER THE AD AND SECURED YPD S THE ATTACHMENT HARDWARE PROVIDED AS FLOORS 4 PLASTERED CEILINGS L/360 OF I" AND Vx3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE RBOI.PER THE ANCHORAGE METHODD SELECTED L ACCORDANCE WITH TABLE FR05T LINE DEPTH 3'-O" SOUTHOLD, N.Y. 11971 PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE C.ORR .1.2. ATTACHMENT AND THE SHALL H PERMANENT BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T' IN GO)NCRETE/MASONRY AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: ON THE UILI RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ALL OTHER 5TRUGTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. ON THE BUILDING. DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' ON CENTER. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE EXTERIOR HALLS, W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES 3. PROVIDE FLA5HIN6 NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. PLUMBING GENERAL NOTES CONSTRUCTION. 1. CONTRACTOR SHALL INSTALLL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) EXTERIOR HALLS - WIND LOADS W/ BRITTLE FINISHES L/240 ELECTRICAL: 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED SYSTEMS TO NYS PLUMBING G:ODE AND NYS DEG REGULATIONS. ENERGY TABLE I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS BY SIMPSON MANUFACTURER. STRUCTURAL DESIGN CHARTS TO 2011 NATIONAL ELECTRIC CODE, NFPA '70 AND 2020 NEW YORK STATE SPECIFICATIONS. 2. PROVIDE HOT AND GOLD S5HUT OFF VALVES AT ALL FIXTURES. EXTERIOR HALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 ENERGY CONSERVATION CONSTRUCTION CODE. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES S. NAILING OF ROOFING SHALL BE TO CODE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 3. ALL WATER PIPING TO HAV/E GLEAN OUTS AT ALL CHANGES IN DIRECTION 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTI'IFICATE UPON LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY AND AT BASE OF VERTICAL PWAST'E PIPES. COMPLETION OF WORK. 6. CORROSION RE515TANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY SIMPSON PERMITTED 4. USE 4" CAST IRON THROU6PH FOUNDATION WALL AND PITCHED AT I/b" PER STRUCTURAL DE51 CAN LOAD5 PAGE: 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA ?2: 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED FOOT. - GENERALLY,VERIFY OR PROVIDE HARD WIRED 1. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR SMOKE DETECTORS w/BA I I ER`r' BACK-UP IN: 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER 5. GENERAL TRAP AND WASTEE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. USE FLIVE LOAD DEAD LOADG-002mOO 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF - DISH WASHER..........................................2A. EACH SLEEPING ROOM - KITCHEN SINK.......-.................................2" THE SEALANT TO UPLIFT FORGES USING A5TM D 6551. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER - LAVATORY................................................2" EXTERIOR BALCONIES 40 psf 15 psf` B. OUTSIDE OF EACH SEPARATE SLEEPING SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - SHOWER/TUB...........................................2" p p AREA IN THE IMMEDIATE VIGINIT r' OF THE BEDROOMS (GENERALLY THE: HALLWAY) 'i. VARIATIONS IN CONNECTOR CONFIGURATION SHALL 8E APPROVED BY - TOILET.........................................................3" ARCHITECT - LAUNDRY ...........................•.......................2" DECKS 40 psf IS psf - FLOOR DRAIN............................................5" DATE: 01/19/24 2 OF 16 C. EVERY LEVEL OF DWELLING GYPSUM WALL BOARD :: PASSENGER VEHICLE 6ARAGE5 50 psf A5 PER PLAN (BASEMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) 8. ALL CONNECTORS SPECIFIED A5 A SIMPSON TOP MOUNTED BEAM I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED b. ALL SYSTEMS TO HAVE ONNE 5" MAIN VENT STACK AND INCREASED TO 4" COMPOUND METHOD. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. THROUGH ROOF. CODES AND REFERENCE STANDARD: ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 sf 15 sP I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK p p MEGHANIGAL, FUEL GA 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLESS "I. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 4 STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE DRAIN COCK5 AS REOV. HOE-BE BIBS SHALL BE PROVIDED WITH BAGKFLOW NEW YORK STATE PROPERTY MAINTENANCE GORE, AND 2020 NEW YoRK ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf I. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/ THE *41 DEEMED APPLICABLE. PROTECTION. STATE ENERGY CONSERVATION CONSTRUCTION CODE. �'��? �t"` NYS MECHANICAL CODE AND FUEL 6A5 CODES• A . `''�°A 3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALL5 INSULATION 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 psf 15 psf Ix ,I ,: �. , • � � ;' .'°'O 2. ALL MECHANICAL SYSTEMS, APPLIANCES, 4 EQUIPMENT 51,HALL BE LISTED, INHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET I. ALL EXTERIOR HALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED WITH BACK FLOW PROTEGTIOPN. WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 HOOD FRAME "; ' LABELED, 4 INSTALLED IN ACCORDANCE w/ MANUFACTUREWS 5PEG.'S 4 CODE. FIBEROLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION 5LEEPIN6 ROOMS 30 psf 15 psf , w . `� IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING p p _.� ,I, �` 3. ALL FUEL GAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM SIDE. q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL (AF4PA) AMERIGAN WOOD COUNCIL (AWG). 4 , _ %"', -,, SHALL BE EQUIPPED w/ FLAME SAFEGUARD DEVICE WHICH :SHUTS OFF THE FUEL CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. HEALTH DEPARTMENT STANDAARDS AND REGULATIONS. _ 4 "I 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION STAIRS 4O sf 15 sf • �j N 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW PORK STATE p p SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT 155 EXTINGUISHED. WALL5 FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 10. APPROVAL AND INSPEGTICON IS REQUIRED BY LOCAL JURISDICTION PRIOR PLUMBING CODE. � � .-..'�- 1e 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE ep " _, ,: CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE TO CONGEALMENT OF PLUMBIIN6. GUARDRAILS AND HANDRAILS 200 psf 15 sP � TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS FOUNDATION WATERPROOFIN6. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE .� 24l j p 4. SUPPLY 4 RETURN DUCTS OR PORTIONS THEREOF NOT LOJGAT'ED p p ' '�' �`�` y -. � W COMPLETELY INSIDE THE BUILDING THEF:MAL ENVELOPE SHALL BE INSULATED TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. ,�� 2� 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. MECHANICAL CODE AND 2020 NEW YORK STATE FUEL 6A5 CODE. TO AN R-VALUE OF AT LEAST (NYE, EGG R403.3): 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: NO NOTGHIN6 AND BORING OFF STRUCTURAL MEMBERS SHALL BE PERMITTED 12 psf FOR ATTIC OF t4 - q" R-50 FOR FLAT GEILIN65 NOR ANY POTENTIAL DAMA6EE THEREOF. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201'1 NATIONAL ELECTRIC ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR OATH. DUCTS 3"O 4 GREATER, LOCATED IN ATTIC: R-5 ALL OPENINGS. - 8.25" R-50C FOR VAULTED AND CATHEDRAL GEILIN65 CODE, NFPA-10 AND 2020 NEW YORK STATE ENERGY CONSERVATION DUCTS UNDER 3 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION 12. PER NYS PG 425.4, A 4"x3"' CLOSET BEND SHALL BE AN ACCEPTABLE�, LOCATED IN ATTIC: R-6 CONSTRUCTION CODE. DUCTS 5110 4 GREATER, OTHER PORTION OF BUILDING: R-6 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE G-003. _ - 5.25 R-21 FOR 2 xb WALL CONSTRUCTION WATER CLOSET CONNECTION. WHERE A 3 BEND 15 UTILIZED, A 4"x3" FLANGE *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH DUCTS UNDER 3 4', OTHER PORTIONS OF BUILDING: R-4.2 - 5.25" R-21 FOR FLOORS SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. ASGE '7-16 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOLDOWN DETAILS T`I'F I GAL NA LINO/STRAFF I NO REOU I RE1�ENTS FOR FASTENING SCHEDULE A ALL HARDhdARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFL I FT, SHEAR/ LATERAL N I ND RESISTANCE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS 5U55TITU7IONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, Q "ALL STRAPPING TO BE Iy4"x 20 5AU6E** -- "SIMPSON" EQUIVALENT - C520 (COILED STRAP) AND ROUGH OPENING FRAMING REQUIREMENTS) 0 ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED C>THERWISE Lu *USE IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER ANC 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J cc HOLDOWN 'A' HOLDOWN 'B' DESCRIPTION FASTENER SPEC. FASTENER Q � N CONNECTION A AND QUANTITY SP,AGING ' O OR I D LO FOR NEW a EXIST. ROOF $ CE I L I NO FRAM I NO O FOUNDATIONS AT RAFTER TO RIDGE I.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A I6d �- C9 ENDWALL "„"«" CONNECTION: COMMON NAIL w/o PREBORED HOLES. c ENDWALL "••"„"" N 2„ RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER RAFTER O N Z O (5) 2x FULL (5) 2x FULL CORNER STUD "„....„ 2.KOOD 15 ASSUMED TO BE DF,#2 d BTR. IN DRY USE 0 i HEIGHT STUD CL HEIGHT STUD ONNEGTED TO - FOR STRAP - 3 8 d COMMON R.R. 2 SERVICE CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER JOIST ,� L0 CORNER STUD TRANSFER SHEAR NAILS ® EA. END OF STRAP. CONNECTED TO ° 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL C X :3 CV TRANSFER SHEAR "SIMPSON" HDQB FOR ROOF SLOPES UNDER 5:12 WITH �ry • • • • ;Sr HO E5,5ET NEN MEMBER. INSTALLATION)PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PACE 6-005 EACH LAP O 00 m 4- -7 (B HOLDOWN ANCHOR 0 2-I6d COMMON ROOF SPANS OF 24' OR GREATER, • • • • a-J 2-I6d COMMON LOCATIONS NOTED NAILS 0 6 O.G. b / 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED C\J -1 L0 NAILS 0 6" O.G. 4 ON PLANS loll O.G. IF BLOGKE „°.••„„".' USE 4 8 d COMMON NAILS ® EA. ,��`/ GEILIN6 JOIST LAPS OVER PARTITIONS(FACE-NAIL) a-I6d COMMON EACH LAP � O Ocu O" O.G. IF BLOCKED CORNER P05T ". END oP 5TRAP. ?° 5.SEE SECTION 6 FOR ANY REQT TO CLINCH THE NAILS(TO Q — a O CORNER POST TIGHTLY BOND THE END OF THE NAIL TO A-10° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-005 PER TIE GRAPHIC BELOW) ''~•"...,•,•� THE ABOVE ASSUMES A RAFTER SIMPSON HDQB 5PAGIN6 OF 16" O.G.; FOR SPACINGS 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-801 COMMON EACH END HOLDOWN ANCHOR 6 OF 24" O.G., INCREASE NAILING BY A SECTION 12.4-PLACEMENT OF NAILS 4 SPIKES 4 TABLE LOCATIONS NOTED , d OR 4-1. ON PLANS FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END d ae CONNECTION BI 52 AT (RAFTER TO TOP PLATE TO STUD ° WALL FRAMING HOLDOWN INSTALLATION OPTIONS: CON4NE07ION: _ t�, • 52 -- TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-I6d COMMON I PER FOOT T FOR NEW P. GONG. FOUND.'s .�' ° ° FOR STRAP - 5 5 d* COMMON NAILS ® EA. ""•- " " _ HOEDOWN CAST IN PLACE w/'i/8"(P THREADED ROD r,»""" END i OF STRAP. TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE U FOR EXIST P. GONG, OR NEWLY CURSED FOUND.'s "" . . WHEN IN TOWN OF ISLIP OR NAILING i -T/8"4) THREADEDrio ROD (PRE-DRILLED) EMBEDDED 12" INTO GEOMETRY EXCEEDS THAT PERMITTED IN W D CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY --- 1 B I ' MAX. NAILING GRID ABOVE UTILIZE n • • STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. ADHESIVE), +€ FOR TEMP.'S O°F-40°F USE "SIMPSON" AT SIMPSON #H2A (OR EQUAL) RAFTER TIE "l T (HIGH STRENGTH AGRYLIG ADHESIVE) HEADER TO HEADER (FACE-NAIL) I6d COMMON IV' O.G. ALONG EDGES • • FOR TOENAILING - 3 B d COMMON NAILS � ~��""••••-•.... FOR EXIST /NEW G M U (GONG BLOCK) USE SAME TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER 57ND FILL TOP 2 COURSES SOLID b CAST IN PLACE HOEDOWN CONNECTION "''"'w-„ • FOR G.J. TO R.R. - Q 16 d COMMON NAILS ' ` w/-1/8"O THREADED ROD REQUIREMENT5 FOR """' -.".„ ' — BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-I6d COMMON I2 PER FOOT v RAISED G. (WHEN FOR EA. PLATE TO STUD ABOVE 4 OR BELOW AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) APPLICABLE) FLOOR FRAMING HOEDOWN "G' }-{QLDf/��(Q 'j�' 2 16 d COMMON NAILS FOR G.J. TO G.J. - Q I6 d COMMON NAILS _ Q FOR NEW $ EXIST. CONNECTION GI G2 • n` am FOUNDATIOMI5 *FOUNDATION® ONE STORDY ONLY JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER JOIST W (3) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END Q HEIGHT STUD CORNER STUD ONNEGTED TO o BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "sIMPSON" HDQB (5) 2x FULL TO STUD CONNECTION: BLOCKING TO SILL or HOLDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD TOP PLATE (TOE-NAIL) 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6 O.G. 4 �" " • ON PLANS O.G. IF BLOCKED G ° FOR STRAP - 3 CORNER POST 8 d'" COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH J015T C NAILS ® EA. END OF STRAP ° JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-5d COMMON PER JOIST ° V'1 FOR EA. PLATE TO STUD ABOVE 4 OR 2-I6d G M N ° BELOW - 2 16 d COMMON NAILS BAND JOIST TO JOIST(END-NAIL) 5-I6d COMMON PER JO)15T NAILS ® 4 " O.C. BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT • ROOF SHEATHING a d STRUCTURAL PANELS: SOLID INTERIOR ZONE 8d COMMON 6" EDGE i/ 12" FIELD a "SIMPSON" 5 14R. GONNEGTION DI D21 BLOGKIN6 PERIMETER EDGE ZONE s 8d COMMON 6" EDGE i/ b" FIELD HOLDOWN INSTALLATION OPTIONS: m EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.C. UP TO "I" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s ""••"""""• HOEDOWN CAST IN PLACE w/'1/8"� THREADED ROD "-" " """ • AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO FOR EXIST. P. GONG. OR NEWLY CURRED FO)UND.'s • '1/814 THREADED ROD (PRE-DRILLED) IEMBEDDED 12" INTO PLrATE(S) CONNECTION: D2 CONCRETE w/ 115IMP5ON" SET (HIGH STRENGTH EPDXY p I/2 MIN. 6YP5UM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD ADHESIVE), b FOR.TEMP.'S O°F-40°F USSE _'SIMPSON" AT CORNER ° FOR STRAP - 5 8 d* COMMON NAILS ® EA. (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 5PE FIED OR I �".ti" ° ENDS OF STRAP (WRAP STRAP UNDER SILL PL.) W LL SHEPcTH I NO FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TT'P. FOUND. NOTE • FILL TOP 2 COURSES SOLID 4 CAST INd PLACE HOLDOWN o ° FOR A. PLATE To STUD ABOVE OR BELOW - w/'1/5"O THREADED ROD ��,� ° ° 2 I6d COMMON NAILS STRUCTURAL PANELS 8d COMMON � ° � d 6" EDGE'. / 12" FIELD ALTFERNATE CONFIGURATION - ABOVE STUD TO •,, ° P STRAP w/(5) GYPSUM WALLBOARD Z FLOOR CONNECTION w/ # PT4 SIMPSON (OR -- " -- •- "`"" 8d NAILS® EA.END 5d COOLERS 7" EDGE / 10" FIELD w N A I L I N O/S TRA F F I N O I�I N D O 1�/DOOR H E A D F-R STANDARD/ALTERNATE EQUJAL) ® PLATFORM TO 51 LL PLATES OF EA.STRAP TO EA.JOIST-(FOR FLOOR 5HEA7HI NO (5U5FLOOR) ALTERNATE USE NOTATION: SIMPSON H2.5A) U STRUCTURAL PANELS: A - NUMBER OF Sd NAILS ® EA. END OF STRAPPING (2016 WFGM, TABLE 5.'1,P. 159);WHEN STRAPP G GONNEGTI ON E """"' I" or LESS: „ REQUIRES OVER 14 NAILS, U5E SIMPSON 0516 STRAPPING (OR EQUAL). Sd COMMON b EDGE' / 12 FIELD „" ""„„...„-• "'" � GREATER THAN Ill: B - NUMBER OF SILL 5TUD5-ON FLAT (DOES NOT APPLY TO DOORS) (2015 WFGM, TABLE 5.255,P. CII) . -„ IOd COMMON b" Ever:, / 12" FIELD C - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2016 WFGM,TABLE 5.250,P. 2et ; ALTERNATE A5 PER TABLE 5.25M,P. 2115) ,.-" • I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w A D D - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IIS REDUCED. Q (2015 WFGM,TABLE 5.1, P. I811) ° PLATES) CONNECTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIIN HIGHER G E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM, TABLE 3.2217,P. 255) SHEAR CAPACITIES,NAILING REOUIREMENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR F - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EA. IDE SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH.(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.8, P. IqU PROJECT: B d 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF••'~-��, �° de E '`"'�• ° ° FOR STRAP - 3 b d*COMMON NAILS ® EA. y NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. -..� - FOR ROOF SHEATHING WITHIN 4 OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 41' ON EACH LAUREL AVENUE da END OF STRAP (WRAP STRAP UNDER SILL PLJ SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENT5 SHALL BE FASTENING SCHEDULE B `"`M'"~-� "" d ° F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS "" •. ° 9' FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - USED. (IN ACCORDANCE WITH WD OO FRAME CONSTRUCTION MANUAL 2016 EDITION) w'"~ -.� 2 16 d COMMON NAILS LOT 3 A NOTATION SIONAOE FOR TRUSS TYPE, PRE—ENGINEERED ROUGH AB G D E F 6 WOOD, AND/OR TIMBER CONSTRUCTION OPN5 THE FOLLOWING 51GNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 1955 LAUREL AVENUE 2'-0" 3 I I I I I TO THE RESIDENTIAL SIOR OF STRUCTURETRUCTURE AT A POR AFFIXED TO THE EXTERIOR T IMMEDIATELY ADJACENT TOALL OF THE HE ELECTRIC BOX OR SOUTHOLD, N.Y. 11971 4'-0" 6 I 2 2 2 2 SFL I C I NO OF TOF FL ATE OABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE BRACING/STRAPPING AUTHORITY HAVING JURISDICTION: DRAWING TITLE: * - PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. 6'-0" LI 1 5 5 5 5 (5) - REQUIRES SILL PLATES OF 2"xb" (MIN.) I I BLOCKING 2 FOR RAKES 12"OR HOLDOWN, ANCHOR BOLT, TOP PLATE LESS PROVIDE 8'-0" 12 2 5 4 4 4 SPLICE --} TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOCKING o 12"O.G. CONSTRUCTION TYPE DESIGNATION SHALL LENGTH I 4'-0" O.G. TO AGHEIVE RAKE O.H. BE "1", "11", "111", "IV", OR "V" TO INDICATE STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES 540 - FOR WIND - EXPOSURES B$C - 10'-0° 14 2 4 5 5 5 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF 12'-01, 16 2 5 6 6 & BUILDING MINIMUM SPLICE"'` BUILDING MINIMUM 5PLICE',2A,4 THE NYS BC. DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(5) PAGE: bd NAILS EA. END DE51ONATION FOR STRUCTURAL -0" OF EA. STRAP 6" DIAMETER 00, COMPONENTS THAT ARE OF TRUSS TYPE, , „ , „ ATTIC PRE-ENGINEERED WOOD, OR TIMBERG-003mOO Ib-0 4-o ,; CONSTRUCTION AS FOLLOWS: ANC+�OR BOLT SFEC I F I GAT ONS - "F" = FLOOR FRAMING, INCLUDING 2o'-O" 4'-0"/5'-0" 20'-0° 5'-0° GIRDERS BEAMS TBLOOKIN15,2 BAYS6° " SPECIFICATION (2015 WFGM TABLES 5.2A 4 5.25, P. 15'7-160) '`, - "R" = ROOF FRAMING 24'-O" 4'-O"/5'-O" 24'-O" 6'-O" BACK® 4O O.G. F�' CORNER ' CONDITION 5a / FOR ALL STRUCTURES: - "FR" = FLOOR ROOF FRAMING DATE: 01/19/24 3 OF 16 5/8"41 ANCHOR BOLTS 0 5cl" O.G. 28'-O" 52'-0" 6'-O"/7'-b" 52'-0" 8'-O" SECOND FLOOR `D 56'-0" 'T'-O"/8'-q" 36,-O" q'-O" NOTES: 1.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE 1, „ ED,�4 LENGTHS,THE NAIL SPAGIN6 SHALL BE REDUCED IN ORDER TO 40-O 8-O /10-O 40-O II-O ,h' R I. MIN. -i" EMBEDMENT INTO CONCRETE BLOCKING 2 BAYS �'`� Cy PROVIDE AN EQUIVALENT NUMBER OF NAILS „ ' w/ 5" SQUARE WASHERS AND END NUT SETUP; BACK® 4-O O.G. ;' 'N 1. l� END 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. g FILL 2•TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50-O 10-O /12-6 50-O 13-O TYP. STRAP w/(3) yp t.,. ' wA CONDITION IN ExPosuRE B ;.,_:` STROKE t, iv TOP TWO COURSES SOLID LS EA. END 5.TABULATED SPLICE WALL THS ARE BATSED ON 6 FOOT UNIT 60'-O" 12'-0"/15'-O" 60'-O" I6'—O" 8d OF EA.STRAP '` .' r/••.',A 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/b; FIRST FLOOR PLAN DIAGRAM OF :ONES II OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE '70'-O" I4'-0" 'f0'-O" Iq'-o" . NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 4 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT). 8o'-O" I6'-O" 8o'-O" 22'-O" M N �A 07G � FROM ENDS AND CORNERS (TWO ® CORNERS) a'WALL- 1.125 irREFLECTIVE REFLECTIVE �p� (SEE DIAGRAM TO LEFT) 10'WALL- 1.25 BLOCKING 2 BAYS DI W WALL- 1.5"I5 THIS COLUMN w/MULTIPLIER BACK® 4'-O" O.G. RED PANTONE WHITE 4. COORNATE w/ HOLDOWN LOCATIONS 12'WALL- 1.5 FOR 10'-0"WALL #IS'7 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL M 15CELLANEOUS FRAM I NC GRAPH 1 C5 CONT I NUOU5 SU I LT-UP C I RDER5, 3 OR MORE SUPPORTS a I (THAT EXCEED FRAMING ST;ANDARD5, IT 15 REOV FOR FRAMER TO HAVE A F 1 RE-5L.OGK 1 N 0 FOR PLATFORM WOOD FRAM I I O WORKING KNOWLEDGE OF THEE AMERICAN WOOD COUNCIL [AWC] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIf;;�',EMENT5: (FOR ENGINEERED LUMBER [le. WOOD I—JOISTS] SEE MANU. SPEC.'s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL GORE) BETWEEN 1/6 CONNECTION a 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED Q PATTERN DESCRIPTION �� TOGETHER SIDE B'Y SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD 5EARI NG WALL THREE OR MORE eiUPPORT5, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES O MAX.52° LOCATED BETWEEPN ONE 51XTH AND ONE QUARTER AS FIRE-5TOPPIN6. Lu NON—LOAD 5EARIN5 WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS m 12"O.G. P, THE SPAN LENGTH FROM AN INTERMEDIATE Lu cu NO TWO ADJOINING JOISTS NOR MORE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST STUDS STUD B (3)ROWS IOd NAILS m 12"O.G. SUPPORT.THAN ONE THIRD T'HE TOTAL NUMBER,,ARE TO BE SERVES AS FIRESLOPPING. N P Q +_� BUBFLOOR G (2)ROWS 1/2" 0 BOLTS m 12"O.G.STAGGERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE •O L0 SUBFLOOR DBL.m ENDS PLATE SERVE AS FIRESTOPPIN6. O TWO-PIECE SOLE PLATE BUILT UP GIRDER P MAX.52" NAILING: O '— v (2)ROWS 1/2" m BOLTS m 16"O.G. 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE TWO-PIECE GIRDEfRs ARE TO BE NAILED FROM ONE - '� � O 50LE PLATE: JOIST SERVES AS FIRE5TOPPIN6. }• (0E (2)ROWS I/2" �BOLTS m 24"O.G. SIDE WITH IOd NAIILs, TWO NEAR EACH END OF :aJ � BETWEEN 1/6 EACH PIECE, 07HEfR5 STAGGERED WITH A DISTANCE 5 L Z 5. FIRESTOPPIN6 5HALL BE 2 INCHES OF WOOD BLOGKIN6 O �_ N O F (2)ROWS 5-5/8"TRUSSLOGK 5GREWS m 12"O.C. a 1/4 OF A OF 16 INCHES BETMEEN NAILS IN A HORIZONTAL OR OF NONCOM-BU5TIBLE FILL. a 5GREWED ON(1)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH •O G (2)ROW5 5-5/8"TRUSSLOCK SCREWS m 16"O.c. SIDE w/ IOd NAILSI, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE BOLE X L) N SCREWED ON(1)SIDE OF MEMBER u JOIST, OTHERS 5T/AGGERED w/ A DISTANCE OF 52 AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O O O a--+ (2)ROWS4 5-5/b"TRUSSLOCK SCREWS m 24"O.G. JOISTS SERVE AS FIRE5TOPPIN6. CD H p, BETWEEN NAILS IN A HORIZONTAL LINE. ,� O m J015T SCREWED ON(1)SIDE OF MEMBER 4-J LO MAXIMUM OFFSET M, (2)ROWS 5"TRUSSLOGK SCREWS m 12"O.G. THREE-PIECE -f. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND O N cc J BUILT UP GIRDER MAX.52° THREE-PIECE GIRL7ER5 ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS O JOIST DEPTH,d SGREI^lED ON BOTH SIDE OF MEMBER P NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE A5 FIRESTOPPIN6. Q '-- d 2 b MATCHED SIZE OF BLOCKING (2)ROWS 5"TRU55LOGK SCREWS m 16"O.O. 4 UNDER NON-LOAD BEARING FIRESTOPPING AND K 5GRENED ON BOTH SIDE OF MEMBER PIECE, INCLUDING IINTERMIDIATE JOINTS, AND w/ THE 3 PARTITIONS ® 52" O.G. BLOCKIN STUD OTHERS 5TAGGERtED WA DISTANCE OF NOT MORE 8. THE HEADER SERVES A5 FIRE-5TOPPIN6. L (2)ROWS 5"TRUSSLOGK SCREWS m 24"O.G. BETWEEN I/b DOUBLE PLATE SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 52 BETWEEH NAILS IN A HORIZONTAL LINE. Q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL p FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS BE ADDED BET14EEN STR NGER TO SERVE STUDS D RESTOPTITION ADJACENT TO W GE I L I NG BRAG I NG CANTI LEVEREED FLOOR I.BEAMS 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILE°D W 20d NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN W OR SMALLER FOR THE THREE-Pl IEGE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR d CONNECTION PATTERN 'B'WHEN 10' OR LARGER p FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE 1 ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER GIRDERS ARE TO ]BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH ,SOLE PLATE Vx4" CONTINUOUS CABLE END MASONRY PIERS, N14AILED TO WOOD POSTS OR FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF 5UBFLOOR TRUSS THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 BAND LATERAL BRACE m 6 O.G. BOLTED TO STEEL. COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE U 2) 10d NAILS TPIU55 OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED' JOIST G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL n , NA I I NC i�ATT RNS FOR S D LOAD D 3 AMS 0c . FLUSH �3 AMS) PLATFORM FRAME CONSTRUCTION SHRINKAGE IBLE L OF THE INTERIOR FINISH. PLASTER GEILIN6 ON —LED —w -LOCATIONS REOUIRUNG FIRESTOPPIN6- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE L(JTJI 10 8d AS FIRE5TOPPIN6. NAILS • FIRE- FIRE- WOOD FIRESTOPPIN6 FIRESTOPPIN6 STOPPING 5TOPPIN6 FIRE- FIRE- SOLE I FASTENING RECOMMENDATIONS FOR SIDE-LOADED, 5TOPPIN6 STOPPING MULTIPLE-PIECE MEMBERS ' ` JOIST * 5d COOLER NAILS m 10" O.G. NAILED' BOLTED' N N N N I v j 2"x4" BLOCK NAILED TO EA.BRACE 2 ROWS 16d 5 Rows I6d 2 ROW61y 2 ROWSX2" 2 ROWsN," VERTICAL BLOCKING FIRESTOPPIN6 WHEN W/(4) IOd NAILS COMMON COMMON DOLTS a 24' BOLTS BOLTS STUD GYPSUM BOARD o 12"O.G 0 12"O.G. OA.STAGGERED° 0 12'O.G. 06,O.G. TWO ROWS 12"O.G. THR'ZEE ROWS 12"O.G. GOVTO UN IS APPLIED JOr- 20 ga.STRAP TO UNDERSIDE OF TS < DOUBLE PLATE * 5d COOLER NAILS m 10" O.C. (10)8a NAIL BEAM SELECTION WSTD. NAILING ° ° ° ° 0 0LOCATION I LOCATION 2 LOCATION 5 LOCATION 4 `+ )„ ` JOIST SHALL BE LOCATED DIRECTLY NOTE' ENDWALL STUDS AS NOTED IN NO7E5 'I 8 8 S NONCOMBUSTIBLE° ° ° ° ° ° ° (D ° DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRE LOCATION Q OVER STUDS, UNLE55 TOP PLATE 15 4"m EDGE/12" m FIELD FULLY BLOCKED 1.TOP AND BOTTOM ROWS SHOULD BE 2•FROM EDGES SOLE WOOD FIRESTOPPIN6 OF 61RPM DESIGNED TO CARRY THE LOAD SGREW5#6 - V4"TYPE W OR 5 FIRE5TOPPIN6 LOCATION 6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGERED TRIO ROWS 6"o.c. LOCATION 5 FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL \ / /� THICKNESS OF THE MEMBER.USE KA5HER5 UNDER HEAD AND NUT. O O O O O 0 O O O O X ERLA I D ROOF 5.STAGGER EACH RON OF FASTENERS BY 12". O O O CJ O 0 O O O 2'SPACE NOT 31 ATTACHMENT ® VALLE`I' 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE FILLED \ ® NONCOMBUSTIBLE FIRESTOPPIN6 APPROX.I INCH THICK S.POUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPINS ` \ BOTH SIDE OF THE MEMBER. \ 2 AL b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED ED FOR 6"O.G.OR TRIPLED "O.G.NAIL FOR a L SPAGIN6. LOCATION '1 STD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: 1 STRAPPING W/ T.2 ROWS OF I6d COMMON NAILS(a,O.G)FOR DEPTHS 12"OR LESS 4 8d NAILS "�T�'� LOCATION � _ LOCATION 8 m EA.END m R.R. 8.5 ROWS OF I6d COMMON NAILS(12"O.G)FOR DEPTHS of 14',16' t 16". LOCATION 10 FULL WIDTH 2" BLOCKING O F- w GONSTRUGT ON DETAILS Jam! ND LOAD FATH CONNECTION DETAILS TOP PLATE DRILL 2"0 INTO ROOF DECK FOR STRAPPING INSTL. NOT TO SCALE INTERSECTION DETAIL EXIST.OR NEW NEW R.R.SET w/ R.R. BELOW UPPER TOP PLATE LAPS 4 IOd NTINUOU5 LOWER TOE NAIL NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW d EX. R.R.AS SHOWN K I NC STUDS PLAN VIEW !OE: SIMILAR m SHED' WOOD JO 1 S WOOD JO ROOF,R.R. IN LINE CRIPPLE STUD BLOCKING J0157 HANGE HEADER GENERAL REG2U I REMENTS FOR GENERAL REQUIREMENTS FOR z W INSTALLATION OF GL.INCHED NAIL-5 INSTALLATION OF TOE-NAILS GIRDER/HEADE —� o JACK STUDS c, WOOD GIRDER WOOD JOIST MAIN MEMBER JOIST FRAMING OVER WOOD G 1 RDER JOIST FRAMI NO FLUSH WITH G I R)ER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: `DIAM.X 5 APPROX. 50° w/THE MAIN MEMBER k STARTED APPROX. THE LENC7TH OF I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVETHE NAIL FROM THE MEMBER END, THE MEMBER, STRAIGHT THROUGH AND BENT OVER LA U R E L AV E N U E A MIN. OF (5) NAIL DIAM.'s AT A c10° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN LOT 3 MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST 51X TIMES THE DIAM. OF THE NAIL RAFTER 5. o AVOID SPLITTNO, No MORE THAN 2 TOE BEINSTALLED IN EA. NAILS SIDE OF RAFTER OR CEIIN6 JOIST WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS 50TTOM PLAT BOTTOM PLAT IN EA. SIDE WHEN FASTENED TO A 2"x6 TOP PLATE. BATHTUB SUB FLOOR 1955 LAUREL AVENUE DOUBLE JOIS DOUBLE JOISTTOP PLATE SOUTHOLD, N.Y. 11971 GHIM. CHASE SECURING @ STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (SIM. ® CHASE WITHIN PLANE OF ROOF DOU5LE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON—BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC, FLOOR 0 BLK'6 TO R/L SIDES W STRAPPINO TO) R/L SIDES) N y PAGE: TOP FPLATE ® IL Q W I Nr�-"�� RE&I STANT CONSTRUCT ON GONNEGTORS GHIM.. CHASE WALL ��A U d� CONNECTION LOCAT10N: PART NUMBER: NOTES: G-00ztmoo Q RIDGE—TO—RAFTERtS G520 @ 21 APPLY TO EACH PAIR OF RAFTERS ® RAFTER—TO—WALL- H7 APPLY TO EACH RAFTER z DATE: 01/19/24 4 OF 16 ROOF o RAFTER—TO—PLATE: H8 or H2.5 APPLY TO EACH RAFTER �Nz OREOV BLOCKING N PLATE—TO—WALL STUD 0520 @ 18" APPLY TO EACH WALL STUD TO ALIGN W/STRAPPING Q Q o EA. LEVEL ABOVE II THE FIRST FL. ®—w 2ND. FLOOR WALL—TO—IST. (FLOOR WALL LFTA or 0520 @ 56 APPLY TO EACH WALL STUD o� ® HEADER—TO—JACK STUD 0520 @ 12" APPLY TO EACH JACK STUD `�, FLOOR/GL6. O CRIPPLE STUD—TO—HEADER H3 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ,ANCHOR SST516 APPLY TO EACH SI DEWALL END (P _* , 4 (1 IST. FLOOR—UNDER—SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE , �d1 ��s�r� (USE W 1 TH 5" SQUARE WASHERS) SOP P SIDE VIEW PLAN VIEJ�I �`��`�� USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMEND)ED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. (5E I ERAL J I �v1f50L I SEE SITE PLAN FOR PROPANE TANK EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT LOCATION d FRAME (L.G. 5TL. Q -� EXISTING TO REMAIN WHEN APPLICABLE) I---{ Lu NEW WOOD FRAME (L.G. NEW FOUNDATION WALL '�u i D ( l ----I \ / W 5TL. WHEN APPLICABLE) - o i� J () NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL LO WOOD FRAME (L.G. STL. P05T FOR 4" WALL5 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 6 O P05T FOR (b" WALL5), U.O.N. - O NEW 2-HR FIRE RATED I } (D WOOD FRAME (L.G. 5TL, 8I'-2" O O N z O 22'-2" 33''-2" 23'-4" 4 I C X N WHEN APPLICABLE) 0- 'O LP) - - - - - - - - FOUND�.TION PLAN NOTES o - - - - - - - - - - - - • • • Om � u-) A5 PER GOVENANT5 d RE5T :ICTION5 DATED 57H OF MARCH 2O25: I. ALL UTILITIES, INGLUDIN6 BUT NOT LIMITED TO ELECTRIC, OAS, TELEPHONE, CABLE AND WATER,MOST 3 BE LOCATED UNDERGROUND 2. UNDERGROUND STORAGE TANKS ARE PROHIBITED, BURIED PROPANE LINE EXCEPT TH05E WITH SPILL, OVERFILL AND I I ( CORROSION PROTECTION REO!UIREMENT5 IN PLACE! I I - - = � PROVIDE (1) NEW FURNACES: I • ' - - - - - - - O I. UNIT BY "RHEEM OR APPROVED EQUAL 2.PROVIDE 5-TON UNIT FOR IST FLOOR "ZONE 1" d "ZONE 2"•UNIT LOCATED IN BASEMENT 3.VENT THROUGH WALL I I I I _ 4.F.A.I. THROUH WALL 5. INSTALL AS PER MANU. SPECS. NEW MEGH, AREA m I '' I 4J n O I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEG.'s O • 2.MAINTAIN 50"x30" CLEARANCE'. IN FRONT OF MECHANICAL UNITS AS PER NYS MG 306,1 3.MAINTAIN ALL APPLICABLE VE'NTIN6 CLEARANCES REQUIRED PER NY5 MG 504. 4.IF APPLICABLE, DISCONNECT, REROUTE, d RECONNE(rT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EQUIPMENT TO EXIST. PIPINO AS REG.V. F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ( d) TYPICAL MECHANICAL AREA NOTES: I. FOR WD. FR. FLOOR - PROVIDE 1/2" CONC. BM- BY -402 �• L .� Q �/°� "DUROGK" (OREQUAL) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t I - - ® ® •VJ t :r _ I - 2. FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 5/8" - F n, TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALL5)) • : O I i O _ _ � LL �'+� 5. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU!. I - m 1 SPEG.'s AND AS PER NY5 MECH. AND FUEL 6A5 GOPDE - - - - - - - - - - - - - - - - - - - - I L - J I 0 4. WHEN EXIST., ME-CH. EQUIP. SHALL BE VERIFIED THAIT I `PROPCO5ED PATIO ABOVE IT CONFORMS TO NY5 MEGH. AND FUEL GAS CODE 5. COMB. AIR VOLUME AS PER MANU. SPEC.'S - PROVIIDE I I , FRESH AIR INTAKE FROM EXTERIOR I I I 4 6 MAINTAIN OR PROVIDE IID� FURNACE/BOILER ELECTRICAL EMERGENCY SHUT TQ -7. FOR OAS SERVICE, PROVIDE OAS SHUT OFF SWITCfH A-4ol 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER - CLEARANCES AS PER CODE I - a. PROVIDE 3" FLOOR DRAIN IF REQ'D BY EQUIPMENT' d CONNECT TO COMESANITARY SYSTEM AS PER NYS I ( I - � - - - - - - - - - - - - - - - - - - - - -' - - - - - - - PLUMBIN6 CODE L - J J • 10.APPLIANCES JOINED THROUGH A COMMON NATURAL DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL SECTIONS OF 2020 NYS RG 6:242'7. J I L P UNDER-FLOOR AREA VENTS 3ONEW VENT W MIN. 15.F. NET VENTOLATION OPENING PEP, 2020 IRG R405; INSTALL AS PER MANU. SPEC'S WITHIIN q A-40 A-401 3'-0" OF BUILDING CORNERS I FREEZE PROOF HOSE BIB: S O4 FASTENED w/MASONRY ANCHORS (PRECISE ;r I ,� UNDER-FLOOR = LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) _ I (�V VENTILATION _ _ _ _ _ _ _ - ELECTRICAL PANEL: � J �v - - - - - - - - - - - - - - - - - - - � O5 NEW 200 AMP ELECTRICAL PANEL LOCATION; • :• FLOOR 28a8 S.F. �I 1• , ALL INSTALLATION AS PER NY5 ELECTRICAL CODE, i • I AREA �+ "x� 55RE0. S.F. OV. ` 4 _ _ _ _ _ _ _ _ _ _ _ BURIED PROPANE TANK: .'• f✓ V I O6 1. PROVIDE NEW 1,000 6ALLON BURIED PROPANE TAWK ` p l :2.INSTALL AS PER MAU. SPEC.'S I I map 33.o S.F. `n r 3.INSTALL MIN. 10'-0" FROM DWELLING, SANITARY d 5)TORM a 1 m WATER STRUCTURES, d BURIED UTILITY LINES;REFERZ TO I IPRQPO5E2 BASEMENT L - - SITE PLAN FOR INSTALLATION LOCATION. I I UNFINISHED;UNCONDITIONED SPACE OWATER HEATER I I Q'-0" 01-6. NEW RHEEM PERFORMANCE HIGH !DEMAND 100 6AL. H&HT. PROPANE WATER HEATER (OR APPROVED EQUAL). I e •. I. VENT THROUGH WALL. 2.F.A.I. THROUGH WALL. ' I I i Z 5.INSTALL PER MANU. SPEC.'S w I- - 7 FF- - -11 F- - -1 F- -- 7 � � o DOOR NOTE: o o o o o Og I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT L - J f L - J L - J L _- J L - J I u� V ON PLANS BY 'JELD-WEN' (OR E:OUAL). L - 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 3d4 I d) ON PLANS BY 'THERMATRU', 'ANDERSEN' (OR EQUAL)'. I I A-402 I 'z 3.NOTE DOES NOT INDICATE EACH NEW DOOR I =_ PROPOSED;SEE DE516NATION5 d DOOR SCHEDULE. I r ® ® PROPOSED GARAGE SLAB ! W 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR L WALLS, U.O.N. I ~ 5. INSTALL AS PER MANU SPEC.'s 6.PROVIDE (2) 2"xIO" HDR., U.O.N. I I I m T. SEE PAGE 6-003 FOR ALL OTHER FRAMING I I PROJECT: ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WINDOW NOTE: Oq I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN • CASEMENT, DOUBLE-HUNG, OR GLIDING(A5 NOTED). •°"'•. ., I 8 .' � I LAURELAVENUE INSTALL AS PER MANU. SPEC.'5. _ w(L 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROP005ED; LOT 3 z SEE ATION HII '3.FOR SUBSTITUTIONS, S NOTE 9HND6LA55 WINDOWS ' - - - - - - - - - - - - - - - AND DOORS" ON PAGE 6-002.. I ti 00 Q 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH -1 6.IN GENERAL, TEMP. 6L. SHALL 15E PROVIDED: I 1955 LAUREL AVENUE 6.1. FOR ALL SKYLIGHTS d OPERABLE PANELS OF 5WINOINO, 5LIDIN6, d 51FOLD DOORS SOUTHOLD N.Y. 11971 6.2. WITHIN 15" OF F.F. I I 3�z L - - - - - - - - - - - - - - - - - - - - 6.3. WITHIN 24" OF A DOOR I m 6.4. WITHIN STAIRWAYS d WITHIN 56" OF A LANDIIN6 �, I o03 - - - - - - - - - - J I • °• • DRAWING TITLE: 6.5. WITHIN TUB/SHOWER ENCLOSURES cv 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 I ( - -I - - - - - - - - - - - - - - - - - - - - - - T. SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUNID VENT J PROPOSED STONE PORCH ABOVE I I PROPOSED FOUNDATION PLAN WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIIMUM - - - - - - - - - - - - I ' (2) VxIO" HEADER U.O.N. F.A.I. b HINDOIN FALL PROTECTION SHALL BE PEP, v NYS R3122 FOR OPERABLE WINDOWS IPRO SIDED EI46HT5 LE55 THAN 24 ABOVE F.F. THAT ARE MORE THAN-72 : I 5 ABOVE GRADE OR THE ADJACENT SURFACE AT THEE - - J BUILDING EXTERIOR. - - - - - - - - - - - - - - - - - EGRESS NOTE I 2 77 IN COMPLIANCE WITH NEW YORK STATE BUILDING - • ° • PAGE: GORE, SECTION R3102.1;THE FOLI-OWING MEANS OF EGRESS SHALL BE FOLLOWED: L - - - - - - - - - - - - - r •, - - - - - - r r 7 - - - - r �I - - - - - - - - - - - - - - - - - - - A-10100 NET CLEAR OPENINS........... 5.1 S.F. r • L .-J L J t 1 L J NET CLEAR HE16HT.. 24" MINIMUM ■ NET CLEAR WIDTH................. 20" MINIMUM - - „ - - - - - - - - - - - - - - - - - - - - - - 13'-3" 21'-5" 23'-3" Al I6'-1" DATE: 01/19/24 5 OF 16 Q SEPTIC CONNECTION D D 9 WATER SERVICE LINE ELECTRIC SERVICE LINE FROFOSED FOUNDATION PLAN (PqA •,374 � 3 O;PSeN SEE FADE A--501 FOR N I NDON E�)00R SCHEDULE • � �� . NATURAL LIGHT � VENTILATION 0 E I �E R A L D (HABI TABLE SPACE) p � D FLOOR AREA 321 S.F. D _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT 0 WOOD FRAME (L.G. 5TL. S.F. REQ. S.F. PROV. � � Q EXISTING TO REMAIN WHEN APPLICABLE) LIGHTING;MIN. 8% 0 OF FLOOR AREA 26.2 S.F. 100.6 S.F. W NEW FOUNDATION WALL uj VENTILATION;MIN. J NEW WOOD FRAME (L.G. I3.I S.F. bas S.F. co 5TL. WHEN APPLICABLE) 4% OF FLOOR AREA M NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 81-2 CV POST FOR 4 WALLS 23 0 33 a 24 5 O O WOOD FRAME (L.G. STL. ® �� ' �� .- WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL II'-II" 5'-6" 6'-0" - POST FOR 6" WALLS), U.O.N. A A A NEW 2-HR FIRE RATED WOOD FRAME (L.G. STL. O O N z O WHEN APPLICABLE) 0- �� _OOR PLAN NOTES NATURAL LIGHT VENTILATION � / _ p O O 4-•+ (HABITABLE SPACE) O 1 N O m .� DOOR NOTE: II A/G GcONDEN5ER5: (V � - - - - - - - - - CV O (� (D 1. INSTALL NEW INTERIOR ODORS WHEN GALLED OUT O 1. FRO\VIDE(1)NEW 4-TON A/G CONDENSER BY"RHEEM" ON PLANS BY'zLD-HEN'(OR EQUAL). OR AWPROVED EQUAL FOR FIRST FLOOR ZONE 1 4 2 NATURAL LIGHT $ VENTILATION FLooft AREA aTl S.F. 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.INSTALL AS PER MANUFACTURER SPECS. (HABITABLE SPACE) Q a O ON PLANS BY THERMATRU','ANDERSEW(OR EQUAL). 5.IN5TALL UPON LEVEL&ROUND 4 PROVIDE&ROUND S.NOTE DOES NOT INDICATE EACH NEW DOOR SU2F"ACE(GONG.PAD OR OTHER)w/WEIGHT RATING S.F. REG. S.F. PRO\/. PROPOSED;SEE DESI6NATIONS 4 DOOR SCHEDULE. 5UFF'ICIENT TO ACCOMMODATE GROSS WEIGHT OF 4.PLACE DOORS 4"MIN.FROM PERPENDICULAR. CONDENSER. FLOOR AREA 245 S.F. LI6HTIN6;MIN. 8% ti WALLS,U.O.N. 4.ALKAYS LOCATE CONDENSER 10'MIN.FROM ANY&AS -18.2 S.F. I5q.0 S.F. WALK-IN 5.INSTALL AS PER MANU SPEG.'s APPLLIANGE,AND AT LEAST V FROM WINDOWS/DOORS OF FLOOR AREA 1 CV /"� b.PROVIDE(2)2"xIO"HDR.,U.O.N. WHEMEVER POSSIBLE. S.F. REG. S.F. PROV. W 1.SEE PAGE 0-005 FOR ALL OTHER FRAMING BEDROOM I CLOSET ELEMENTS AROUND DOORS(TYP.FOR ALL)U.O.N. VENTILATION;MIN. IO3 LIGHTING;MIN. 8% 4% OF FLOOR AREA 'T76.2 S.F. STAIR 4 RAILIN6 NOTE: OF FLOOR AREA Ia.B S.F. 36.3 S.F. O I. ALL NEW STAIRS SHALL HAVE MAX.6-1/4"RI 4 MIN.10" 12 ELEGTIRIGAL METER: (V Tr-RISERS SHALL BE CLOSED INSTALL NEW ELEC.METER A5 PER NY5 MECH.CODE,4 VENTILATION;MIN. 2. GREATEST RISER HEIGHT IN A FL16HT OF STAIRS SHALL UTILITY(W.STANDARDS CIA S.F. 15.1 S.F. T NOT EXCEED THE SMALLEST BY MORE THAN J". 14% OF FLOOR AREA S. HEADROOM IN STAIRWAYS SHALL BE AT LEAST b'-6". 4. STAIRS SHALL HAVE THE FOLLOWING CLEAN::WIDTHS IS NEW 4",x3"ALUM.DOWNSPOUT(TYP)WHITE 8 - 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS, 56"MIN. O 4.2. BELOW HANDRAIL,RAIL ON ONE SIDE,515"MIN. NFW I_lAUNDRY GLOSETA200M: I I U 4.5. BELOW HANDRAIL,RAILS ON BOTH SIDES 21"MIN. 14 .) 5. HANDRAILS SHALL BE PROVIDED ON NOT LE°55 THAN I• NEW ` /DRY HOOK UP _ [^' `) • ONE 51PE OF EACH FLIGHT OF STAIRS CONTAINING FOUR 2.COOFWINATE LAUND.ROOM 4 DOOR DIM.b 211-101, 33'-2" bu OR MORE RISERS,AND WHERE SHOWN ON PLANS. w/SIIIE OF EQUIP. � N W b. &UARDRAIL5 SHALL BE PROVIDED FOR OPEN-5IDED 5.PR 7\4/IDE HOOK UPS AS REQ'S PER MAW. I1° I5'-b" is'-8" - WALKIN&SURFACES LOCATED MORE THAN 50"ABOVE FINISHED FLOOR OR GRADE,4 WHERE SHOI^N ON PLANS. DRYERZ EXHAUST NOTE: / \ 118 - - 1. 42"HIGH GUARDRAIL 4 SPINDLE SPAGIN&NOT TO I. DUCT'SHALL TERMINATE TO EXTERIOR A A ALLOW PASSAGE OF A 4"4•SPHERE;56'HI,SH 2.DUCT'SHALL TERMINATE MIN.5'-O'FROM ANY F © • HANDRAIL 4 SPINDLE 5PACIN6 NOT TO ALLOW OPEWIN&S 3'-"i" 5'-10° 3'-6" 1'- ° 3'-7" PASSAGE OF A 4"m SPHERE 5.DUCT'SIZE AS PER MANU. 6. 6RIPPABLE RAIL AS PER GODS. 4.V UCT'SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 104 11i_sn 11"1 11, Q. RAILING 4 TREADS TO BE WOOD S.TRAN45ITION DUGT5 SHALL NOT BE CONGEALED WITHIN GONSSTRUGTION.FLEXIBLE TRANSITION DUCTS USED TO GONNJEGT THE DRYER TO THE EXHAUST DUCT SYSTEM SHALLL BE LIMITED TO 51N&LE LENSTH5,NOT TO COVERED e} ® WOOD TREADS,RISERS 4 TOPRAIL 4 SPINDLES EXGE�D 6 FEET AND SHALL BE LISTED AND LABELED _ PORCH IN ACCORDANCE WITH UL 2I56A. 28q.5 S.F. 6.EXHAW5T DUCTS SHALL BE MIN 0.016"THK RI61D 4 • SMOKE DETECTOR/GO DETECTOR NOTE 5: METAVL w/SMOOTH INTERIOR SURFACES WITH JOINTS I I3 ' WALK-IN - O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT RUNNIIIN&IN THE DIRECTION OF AIR FLOW.EXHAUST SMOKE/CARBON MONOXIDE COMBINATION DETECTOR DUCT!5 SHALL NOT BE CONNECTED WITH SHEET-METAL CLOSET (� /� HARD WIRED TO EACH OTHER w/BATTERY BACKUP. SCREWS 1 �p 4fill 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES 1.MAX..LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 4'-O" O 5q S.F. SHALL NOT BE REQUIRED WHERE EXISTING ALARMS LOCATION TO THE WALL OR ROOF TERMINATION.THE q° q" � `fl �\ I ARE NOT INTERCONNECTED,AS PER NYS R514.4. MAX..LENGTH OF THE DUCT SHALL BE REDUCED 2.5 WALK-IN _ 5.PROVIDE SMOKE/CO DETECTORS AS INDICATED,AND FEET'FOR EACH 45°BEND AND 5 FEET FOR EACH 40° G H 6 ! I I6 v PER GENERAL ELECTRICAL NOTES ON PA&E 6-002. BEND>.THE MAX.LENGTH OF THE EXHAUST DUCT DOES CLOSET 0 4.SMOKE/CO DETECTORS TO MAINTAIN 5'MIN. NOT I INCLUDE THE TRANSITION DUCT. I 55 S.F. 1 8'-b" q'-11° 102 N2_ „ HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS 4 OPENIN65 TO BATHROOMS w/SHOWER OR TUB. 5.INSTALL ALL AS PER MAW.SPEG.'s THERM�05TAT: BATHROOM I b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IS I. PRIOVIDE THERMOSTAT FOR(I)ZONES I - 162 S.F. IN COMPLIANCE WITH LOCAL CODE - -ZONE I,FIRST FLOOR WINDOW NOTE: -ZONE 2, MASTER BEDROOM 4O 1. ALL NEW WINDOWS 4 DOORS SHALL BE ANDE:RSEN 2• H.Q.TO SELECT MODEL;INSTALL A5 PER BEDROOM 2 - - CASEMENT,DOUBLE-HUNG,OR GLIDING(AS NOTED). MAANJF.SPECS 248 S.F. J 6'-6" 4'-O" ��w INSTALL AS PER MANU.5PEC.'S. 2.NOTE DOES NOT INDICATE EACH NEW WINDONI PROPOSED; SEE PE51OMTIONS 4 WINDOW SCHEDULE. 16 NEW GAkS FIREPLACE INSERT.CANNEGT AS PER 5.FOR SUBSTITUTIONS,SEE NOTE"IN'GLASS WINDOWS MANUFA`,GTURERS SPECIFICATIONS AND NY5 STATE ( MUDROOM - F �" F m AND DOORS"ON PAGE 6-002. MEGHAHNIGAL CODE;PROVIDE ALL NECESSARY � 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. VENTINE6. 2_-7u 5.ALL DOUBLE HUNG WINDOWS TO BE TILT WASH T- ° b.IN 6ENERAL,TEMP.&L.SHALL BE PROVIDED: 6.1. FOR ALL SKYLI&HT5 4 OPERABLE PANELS OF IRRI6P�TION.LANDSCAPING AND FERTILIZER 2_0, - Qo E) E _ SWIN61N6,SLIDING,4 BIFOLD DOORS F_ RESTRUCTION5 AS PER COVENANTS 4 RE5TRICTIONS VENT DRYER T - 6.2. WITHIN 16"24 OF F.F. (1 6.5. WITHIN 24"OF A DOOR DATED 5T'H MARCH 2O23, Qo 0 i THROUGH ROOF 6.4. WITHIN STAIRWAYS 4 WITHIN 56"OF A LANDING I'-�'I " 6.5. WITHIN TUB/SHOI�R ENCLOSURES I. USE SMART IRRI&ATION CONTROL SYSTEMS TO PREVENT 8-1 4-O I O • 6 b.b. SEE ALSO GENERAL NOTE ON PACE C-002 OVER-WATEERIN& 1.SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND 2•THE WSE OF SYNTHETIC FERTILIZERS,HERBICIDES OR �i KITCHEN WINDOWS(TYP.FOR ALL)U.O.N.;PROVIDE AT A MINIMUM PESTICIDES IS PROHIBITED 3 ( 212 Si.F. (� - (2)2"xIO"HEADER U.O.N. 5.THE ,71CI E5 NATIVE,DROUGHT-TOLERANT PLANTS ARE I I2 7 DINT 2q ROOM 1 6.WINDOW FALL PROTECTION SHALL BE PROVIDED PER R.EQUUIRED IN LANDSCAPING L(1 3'-3° -I" 3'-b° IO'-"I" N NY5 R5I2.2 FOR OPERABLE WINDOWS WITH SILL HEISHT5 `�•THE UJ5E OF FERTILIZER PRODUCTS CONTAINING = 5 0 _ _ _ _ _ _ _ _ _ LESS THAN 24"ABOVE F.F,THAT ARE MORE THAN 12' NITRCA6ER PHOSPHORUS OR POTASSIUM IS PROHIBITED O PANTRY - - - - - - BETW"EEN NOVEMBER I AND APRIL I j ABOVE GRADE OR THE ADJACENT SURFACE AT THE BUILDING EXTERIOR. 5.ON_Yf ORGANIC FERTILIZERS 096 O THETOTALHATER-SOLUBLE NITRC06EN IS THE MORE THAN Y B U THE TOTAL I - -/ EGRESS NOTE: NITR606EN IN THE MIXTURE MAY BE UTILIZED ON THE LOTS L BATHROOM 2 � IN COMPLIANCE WITH NE N YORK STATE BUILDING 6.A MA4XIMUM OF I POUND OF NITROCEN PER 1000 SQUARE 610 S.F. CODE,SECTION R5I0.2.1;THE FOLLOWING MEANS OF FEET'IN ANY ONE APPLICATION,WITH A CUMULATIV E&RE55 SHALL BE FOLLOWED, APPL-ICATION OF NO MORE THAN 2 POUNDS PER 1,000 6 -6" SOUAWE FEET PER YEAR 19 PERMITTED NET CLEAR OPENING...........5.•T S.F. 1.THE U)5E OF LAWN FERTILIZER CONTAINING PHOSPHOROUS Ti - / NET CLEAR HEIGHT...............24"MINIMUM IS PRROHMITED UNLESS ESTABLISHING A NEW LAWN OR A I I (V '_O 5'-I° q" q" - - - - - - - - - - J►�//►1 NET CLEAR WIDTH.................20"MINIMUM SOIL� TEST P�5 T THE LAWN DOES NOT HAVE Y TYPICAL BATHROOM NOTE: 6.ANY I FERTILIZER THAT 15 SPILLED ON IMPERVIOUS O ►��/I < 7 2:1 O I. WALL BOARD SURFACES SHALL BE IMMEDIATELY PICKED UP \ I 6 0 I.I. INSTALL BATHROOMS RESISTANT GYPSUM BOARD IN 0 _ " °✓'-q" _�� IO 108 bye" n '�'�rc C"vp( �) \ T 12. INSTALL TUB SURROUNDS BOARD IN ALL 5HC>WE"RS AND - = U 3 �� ' 8 \ O 2. SHOWER FLOORS '' 7 0 • no ' K / k Q I �� 1 o QtI. is per \ m 2•I. NEW TILE FINISH N.O.TO SELECT)UPON /1 2 2. CONCRETE MUD-SET(SLOPE 1/6"PER FOOT "t �D \ < 15 s � \ TOWARDS DRAIN)UPON � - - - - - - - - - - - - 2.5. WATER PROOF MEMBRANE TO COVER!SHOWER '� 6 _ 10'i z - - - FN- FLOOR,WRAP DRAIN 4 ATLEA5T 16"UP WALL5 (� 5 HIGH EFFFIVENGY LAMPS. T - - - - - - - NEW EXHAUST FAN SHALL BE INSTALLED WHERE, qo%OF'THE PERMANENTLY INSTALLED NEW LI&HTIN6 5 t(1 q IOq 3'-6" 3'-6" - � L \ Ob VENTILATION IS NOT MET BY MEANS OF NATURAL FIXTURE�a SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, L (K {� 2 G R A AGE CIRCULATION THROUGH WINDOWS OR DOORS TO AS PER.2020 NY5 EGG R404.1 ATHROOM 3 b 6' 6' m ti 5I S.F. - - OUTDOOR SPACES A5 PER NY5 MECH.CODE SECTION q bl S.F. VL FOYEFR � � � �� m L_ J F / 405.52.5;INSTALL AS PER MANU.SPECS N U HOT WA',TER PIPING INSULATION: - - - - - - - - - - - NEW FLUNiBIN6 FIXTURE5, MECHAN14CAL SYSTEM PIPING AND HOT WATER PIPING _ 5° 4'-10° 3'-6° 64 S.F:. T OALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. SHALL-ME INSULATED TO AN R-VALUE OF NOT LESS THAN �✓ - 3 / I / SEE ALSO PLUMBING GENERAL NOTES ON PACE,'&-002. R-5 FOR.THE FOLLOWING CONDITIONS PER 2020 NYS EGG , WALK-IN j() R405.4 44 R405.5, t� CLOSET NEW FLOOR: O n1 \ / I. MEG:HANIGAL SYSTEM PIPING CAPABLE OF CARRYING IS S.F. ,/� / LU 6 I. NEW PLYWOOD SUBFLOOR BENEATH(GLUE 4 SCREW); ° O �" FLUIIIDS>l05°F OR t5S°F(R405.4) / \ SCREW PERIMETER OF 5HEATHIN6 6"O.G.4 12"O.G. 2. PIPIIIN& "AND LARGER IN NOMINAL DIAMETER INTERIOR. 5. PIPIIN&SERVING MORE THAN M DWELLING UNIT _ 1 < Q 2.NEW FINISHED FLOOR PER H.O.SELECTION 4. PIPIIIN6 LOCATED OUTSIDE CONDITIONED SPACE I15 114 I6 - \ NEW TILE FLOOR: 5. PIPIIIN6 FROM WATER HEATER TO A DISTRIBUTION 4 GREAT R OM �Q' \ � PROJECT: O I. NEW TILE FINISH N.O.TO SELECT)UPON PIPIIN OLD - - - - - tV 2.ONE LAYER THINSET(LEVELED PROPERLY)UPON -1. BURILI 6 LOCATED UNDER A FLOOR SLAB 101 415 S.F. 1. BURNED PIPING PARLOR - Q \ 5.NFJN "DUROCK GEMENTBOARD(OR EQUAL)UPON 6. STWM 4 RETURN PIPING IN RECIRCULATION SYSTEMS 4.NEW "PLYWOOD SUBFLOOR BENEATH(CLUE 4 SCREW)t OTHkER THAN DEMAND REGIRGULATION SYSTEMS. . SCREW PERIMETER OF SHEATHING b"DG.4 I2"D.G.. �; I 2 �2 z-42" _ _\_ LA U R E L AV E N U E INTERIOR. L - - - - - - - - I- - 50UND BARRIER WITHIN INTERIOR WALL5 4 FLOOR, K 1 K O10 NEW ATTIC ACCESS-PULL DOWN STAIR, FILL INTL:RIOR WALLS 4 FLOOR WITH INSULATION TO t LOT 3 I. MIN.550 e CAPACITY PROVIDE:A SOUND TRANSMISSION GLA55(5TG)FOR r I s / -\Jp m L \ e� 2.SIZE TO FIT MECH.EQUIP.THRU OPENING(MIN.22"x50") AIR-5ORKNE NOISE OF NOT LE55 50 AS MEASURED IN 5.DBL.FRAMIN&WHEN NEW OFENIN& ACCORD/ANCE WITH ASTM E 90. \ jIl 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE:R--" INSULATION ABOVE w/WD•FR.(OR EQ)BAFFLE OR BEDROOM 3 _ RETAINESR TO PREVENT INSULATION FROM ETLTERIN6 236 S.F. I2'-0" DWELLING WHEN OPENED,AS FER NY5 EGG R.402.2.4 ;fl I I 4 I `fl 4'-lOy2" b'-q" 6'-a" 1955 LAUREL AVENUE (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE O 4y2 _ y2 4 4' $ SOUTHOLD, N.Y. 11971 THERMAL ENVELOPE OF BUILDIN6). d $ $ S.INSTALL AS PER MANU.SPEC.'S ( 4,_ " A 3 " A b.CONSULT H.D.FOR PRECISE LOCATION of ACCESS. 0 GOVERf ED 15,5.F I 13 DRAWING TITLE: o 1 - - - - - - - - � r 2'-�" PROPOSED FIRST FLOOR PLAN 6_2 3,_3 2 3_3y2 3'-3y2 6 4:2„ ❑ 11 a - A A A A A A A iv 2'-"1" 5'-O"�k-3'-3y2"�I-3'-3y2" s'-o, 0 10'-0" V-2" q'-o�„ I_ , PAGE" 24'-O" 23'-4" 23'-5" " el"11-411, 'l A-102m00 NATURAL LIGHT $ VENTILATION (HABITABLE SPACE) / D li �ul O _ DATE: 01/19/24 6 OF 16 D FLOOR AREA 236 S.F. p S.F. REG. S.F. PROV. [�U_> LIGHTING;MIN. 8% OF FLOOR AREA 18.q S.F. 46.8 S.F. l S l VENTILATION;MIN. f 4% OF FLOOR AREA q.4 S.F. 40.3 S.F. l o FROF05E1 ) FIRST FLOOD' PLAN 5,165 S.F. OROSS AREA; 3,210 S.F. HAE317 PLC SCALE: v8° = I'-o° SEE FAO A-501 FOR 1:)00R SGHE1::)UL.E Lu Lu _j cu (y) STONE CHIMNEY WITH COPPER CAP :Lj C\j � c Lr) Z) a) c; O z 0 c\j 0 r) co L >1 Pplopo5w.,) RIDGE HEI,&T c 2 x C'\i I IA 0 0 4- - -—-—-— —-—-—-—- - —-—-—-—-—-—-—-—-—-—-—-—-—-—-—-— 0 (D _0�:Zj, 0 r-- ELEV. +25.2' 4-J 4-J Lo c\1 d C13 0 < o -12 12 4-) 70 ------------- Li _L LL PROPOSED TOP PLATE —-—-—-—-—-—---- 9 --- U) --- ELEV. +10..8' % c) c o LiLLJ Li LLL1 LL J LL LU i I t -LU LLL III L LL iLLLI 1i ___ ____ i I-L-UL LiLLIL FROP05F_17P FIRST FLOOR LLLL LLLL� -—-—-—-—-—-—-—-— _LLLL LLULLL� LL El I ELEV. +0.0' LLU-ul ilill-L LLU _LL_LLLjL1 .1.1 .1I 11 11 L u LLLLI LLL LL LLIJ r C-10T) -ii, AVERAGE: GRADE ELEV. +OxoI EAST ELEVATION (FRONT) SCALE: 114" = P-0" ELEVATION NOTES STONE CHIMNEY WITH COPPER CAP 0 TYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR $ MATERIAL SELECTION BEFORE INSTALLATION IS ASPHALT COMPOSITION 5HIN5LE5 z TYPICAL 51PINC-7: Lu O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM L.4 CONSTRUCTION STANDARDS 0 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION 77777__ 6 142 BEFORE INSTALLATION S�77_7= MAIBEC CEDAR SHAKE LU STUCCO; WHITE V.2 NEW CLOSED BLUESTONE Fl. CONC. STAIR 4 PATIO PROJECT: LAURELAVE NEW BATHROOM EXHAUST i=AN VENT: LOCATE VENT WITHIN ROOF SOFFIT. NUE SEE ALSO NOTE ® PLAN. NEW AlIC CONDENSER ON (:',ON(:,. PAD OR OTHER LOT 3 APPROVED GROUND SURFACE (SEE FLOOR PLAN NOTES) ---------- NEPq MECHANICAL UNIT DIE U OT VENT: O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. 1955 LAUREL AVENUE 5PEC.S IN FULL CONFORMANCE W VENTING CLEARANCES REQUIRED PER WS MG 504. SOUTHOLD, N.Y. 11971 SEE ALSO NOTE 0 FLOOR PLANS. L11 1111 11 11 1111 4 1 11 1111 11 11 m NEW MECHANICAL UNIT FRESH AIR INTAKE: INSTALL AS PER MANU. SPEC.'5 � � � � a � � � DRAWING TITLE: O NEW 4" SEAMLESS OUTTER.5 4 DOWNSPOUTS;; PROPOSED EXTERIOR ELEVATIONS ALUMINUM, WHITE ILLi j1j_ FT T) ALL EXTERIOR LIGHTING SHALL COMPLY N17H F E300 3 L I I H TOWN C SOUTHOLD 106N CODE CHAPTER 17 LILIGHTING, _LL OPE REQUIREMENTS PURSUA:2 NT TO F=7 1=7 D 171 F D 177 OUTDOOR, CURRENTLY OR AS MAY BE LL I I ILL AMENDED LIL ❑ 1 1 1 11 1 1 11 H 11 11 11 1 11 11 1 11 111 1111 11 7= [=7 = 7= 7=1 = PAGE:i jL-L 1�1 I�11 1 41 ! 1 11 � � __1 T1 11 1 1 A-201m00 DATE: 01/19/24 7 OF 16 Nrl L _V- - - 1 c NORTH ELEVATION (R15HT SIZ7)rz) 7 A 0 OFN SCALE: 1/4" = I'-a" a. STONE CHIMNEY WITH COPPER CAP < 0 Lu Lu Lo -0 0 Q0 0 C z T-- 0 C\j Lr) L) ........ ...... 0 o 0 4-J M -Z (D 0 4-J 4-J c\1 d co 12 -7- z 'zz ----------- fff== iLL Lj LL C) c iLiLiLLI L LJL :TE I il LLL I I I I I I IG H GLit] Q 'V07- -1 LL 13 Lji (D i ILL -ULLLL� LLLIL F.F. F.F. NEST ELEVATION (REAR) SCALE: 1/4" = I'-V ELEVATION NOTES OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR t MATERIAL SELEdSTION BEFORE INSTALLATION STONE CHIMNEY WITH COPPER CAP IA ASPHALT COMPOSITION SHINGLES (12 z Lu TYPICAL 51VINO: 2 O I. SEE NOTE AT 51JILVINC-7 SECTION FOR MINIMUM 2 CONSTRUCTION STANDARDS 0 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL 5EILECTION BEFORE INSTALLATION MABE0 CEDAR SHAKE 5TUr,r,0; WHITE 110-0 NEW CLOSED BLUESTONE P. GONG. STAR 4 P?ATIO PROJECT: NEW BATHROOM EXHAUST FAN VENT: O LOCATE VENT WITHIN ROOF SOFFIT. LAUREL AVENUE SEE ALSO NOTE a PLAN. NEW AIC. CONDENSER ON CONC. PAD OR OTHER LOT 3 -1:2= APPROVED OROUND SURFACE (SEE FLOOR PLAN NOTES) NEW MECHANICAL UNIT DIRECT VENT: -L-- -------------:7 O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MAINU. 1955 LAUREL AVENUE SPEC.'S IN FULL CONFORMANCE Pq/VENTING CLEARANCES REWIRED PER NYS MO 8>04. SOUTHOLD, N.Y. 11971 SEE ALSO NOTE a FLOOR PLANS. ONEW MECHANICAL UNIT FRESH AIR INTAKE: INSTALL AS PER MANU. SPEC.S DRAWING TITLE: ONEW 4" SEAMLESS GUTTERS 4 DOWNSPOUTS; PROPOSED EXTERIOR ELEVATIONS ALUMINUM, WHITE ALL EXTERIOR LIGHTING SHALL COMPLY WITH TOWN CODE REGUIREMENTS, PURSUANT TO SOUTHOLD TOWN COVE CHAPTER 1'72 LIGHTING, Ll I ILL I LLLLL I ILL] OUTDOOR, CURRENTLY OR AS MAY BE L AMENDED ILL11 I PAGE: IL L LL L OL I� J Lt ( -u-LLLiLU I - A-202mOO I - IL I LLU L LLdjLL� iLL-11 ILJ I LLLLLa: DATE: 01/19/24 8 OF 16 -LL F.F. MIN. - - - I L 'c' A-401 SOUTH ELEVA710N (LEFT sce) 50ALE: 1/4" = 11-011 1 BUILDING SECTION NOTE5 ONEW ROOF I NO NOTE (TYF'.): 0- I. INSTALL NEW ASPHALT SHINGLES. Q 2.INSTALL ICE AND WATER SHIELD FROM FA501A UP TO 024" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS Lu OVER uj 5.INSTALL 15 # BUILDING FELT(U.O.N.) OVERcc J 4.1/2" COX PLYWOOD SHEATHING (BLOCK ALL SEEAMS) ('7 5. GAP SHINGLE OVER RIDGE 3 HIPS (AS REOVY 2 Q N 6.PROVIDE RIDGE VENT(AS REOV) '7. FLASH ALL VALLEYS •� 6.INSTALL DRIP EDGE AS REQ'D a. INSTALL ALL A5 PER MANU. 5PEC.'s O C9 O2 TYPICAL ROOF $ CEILING C0N5TRU0TI0N: L O C N z r • NEW ROOFING AS NOTED • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL- PLYWD CD , 5EAM5) > 2 X L) N • R.R., G.J., 6 C.T. AS NOTED ON PLANS (® SPAMS OVER O O 0 4-J 6' INSTALL "X" BRIDGING ® CENTER OF SPAN„ U.O.N.) • PROVIDE R-25 SPRAY FOAM INSULATION W/fR-21 BATT c m •4-1� Lr) INSULATION • PROVIDE 2" TH SPRAY FOAM INSULATION ® EAVES - N O cz K. Q � a � (5 NEW EXTERIOR WALL GON5TRUGTION (TYPJ):_ in in 11 O "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPPON III N IN • 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALIL PLYWD SEAMS) UPON • 2"xb" STUDS ® 16" O.G. W/DBL. TOP PLATE • PROVIDE R-14 SPRAY FOAM INSULATION (R=7;/INCH) W/ R-11 BATT INSULATION • 5/6" THK. GYPSUM BD. WALL FINISH :_ 3 5 NEW 51DINC, NOTE (TYP.)O I. INSTALL NEW 51DING PER H.O SELECTION 4 T 1 , f E 2. TYVEK HOUSE WRAP (OR UAL Q ) Q 5.INSTALL ALL AS PER MANU. 5PEC.'s 4.PROVIDE ALL NECESSARY TRIM FOR PROPER: ° 0 INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL TYPICAL FLOOR 0ON5TRUGT ON: 5 O I. FINISH FLOORING TO SELECT 4--J m WDR 2. 5/4" T40 GDX PLYWD. SUBFLOOR GLUED 4 SCCREWED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 0' INSTALL 'X' BRACE ® MIDSPAN BEDROOM 2 BATHROOM 2 GL. BEDROOM 5 + 4. MIN. R-50 BATT INSULATION (BETWEEN FIRST fFLOOR $ FOUNDATION, AND BETWEEN GARAGE $ 2ND FLOOR) U 5. 2" THK. 5PRAY FOAM AT BLDG. PERIMETER RIM JOISTS nVJ _ry W 7 2 QA-401 BASEMENT ME-CH. ROOM SECTION I - I/A-501 SCALE: 1/4" = 1'-0" ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES;INSTALL AS PER M,IANU.5PEC.'s. SEE PAGE "&-005"FOR NAILING d 5TRAPPING DETAIL5. •* SEE DOOR SCHEDULE FOR ALL&LASS DOORi FROM SAME MANUFACTIVRER •* FINAL PIMEN51ONS FOR FRAMING OF KINDOI^I:i TO BE PROVIDED BY MINDOK MANUFACTURER WINDOW CHART E&RE55 ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT TA6 TYPE MODEL# OPENING TEMP. PROW PROW CONNECTION 'A' AS WIDTH REOV. 20" PER PER WIDTH HEI6FfT WIDTH HEIGFfT IPEN REOV,HEIGHT REOV,24" UNIT UNIT PER PAGE 0-005 5.1 S.F. (14)A CASEMENT GXI!i5 3'-O}" [ 5'-5 �" 2'-II f 5'-4 12b 15.1 12.6 NEW RIDGE (5)B CASEMENT GXI45 4'-5 '�" [' 3'-O 4'-4 2'-?�" 6.6 `�F 4.0 5.6 2 (5)G CASEMENT GWI25 I 2'-4 1" 2'-4 J" Ll 2'-4 1 2'-4 5.25 S•q 5.6 (5)D TRANSOM --7� 5'-0! [ 2'-0 1" 2'-I I r 1.4 4 3 (12)E TRANSOM 3� 5'-0 1.4 2.7 �] (1)F PICTURE AXI^I61 6'-O j 2'-11 6'-0 v-O 1" 5.0 14.1 12 Z (5)& CASEMENT GX14 2'-8" 4'-0 2'-"1 4'-0" -1.7 6.1 7.7 8 I/2 - 2 - - E (U H PICTURE P4o50 4'-0�" ( 51-0 i" 4'-0" 2'-11 J" 9.4 41.4 (2) 1 AWNING A51 I 5'-O 2'-O 4'-II �" 2'-0�" 2.5 "1.5 2.5 2 � (5)J CASEMENT GXIb 2'-6" �i b-,I 2'-'1 5'-II �" 12.0 12.6 12.0 L1C (2) K SIDELIGHT FASLI560 1'-2" (2)L CASEMENT GWI4 2'-4�" 4'-O�" 2'-4 4'-0' 6.6 '1.2 9.5 12 lu Q I I� I 4 0 3 DOOR SCHEDULE `T - - PROJECT: m DOOR MATERIAL fV TA6 DESCRIPTION MANUFACTURER Q RAT� LAURELAVENUE 6 NOTES 3 IWIDTH HEIGHT tttz�z�z�»i .J 45 MIN.RATED I I LOT 3 � CLOSING FIRST FLOOR SELF- 4 � - �_ 101 SWING THERMA TRU ellI I T 3 m I I 1955 LAUREL AVENUE 102 SLIDER � ANDERSEN 12'-O" 6' • . 105 SLIDER ANDERSEN 5'-0' e o I I SOUTHOLD, N.Y. 11971 6 104 5WIN6 � THERMATRU 5'-0" 6'-0" . �0 ' DRAWING TITLE: 105 6ARA6E DOOR THERMATRU Q'-0" 9'-0" 106THERMATRU • I I �� 5 I I BUILDING SECTIONS 6Af2A6E DOOR � THERMATRU9'q'-0" -0" • 107 DOUBLE SKIN& JELDI^VN 2'-6" 6'-O" KITCHEN FOYER 106 5WIN6 JELDWEN 2'-4' 8'-0" • loot SWING L JELDI^I£N =-2 4 - - - PAGE: I10 SWING JELDWEN 2' 4" 8'-0" f • III SWING JELDWEN 2'-6" 112 SWING � JELDWEN 2'-4" 8'-O" LL • II(( JJ -.301m0o 113 SWING JELDWEN 2'-4" 8'-0" 1 • LLL�� F� 2 114 SWING JELDWEN 2'-4" 6'-0" • I� A-401 A-401 �J DATE: 01/19/24 9 OF 115 SWING JELDWEN 2'-4" II6 SWING JELDWEN 2'-6" 8'-0" �� +• 16 II? SKNO JELDKEN 2'-4" 8'-0" BASEMENT 118 SWING � JELDWEN 2'-4" 8-0 • IIQ SWING JE:LDWEN 2'-4" 6'-0" • 120 SWING JELDWEN 2'-4" 8'-0" • 121 SWING THERMATRU 2'-6" 8'-0" • SEOT I ON 2-2/A-301 122 SWING JELDWEN 2'-6" 6'-0" 50A• II I L 1/4 _ -O" � 125 SWING JELMCNI BASEMENT `E- `a 00111 SWING THERMATRU 002 5WIN6 THERMATRU !°S'-O" 8'-0" • �0 i°g rq 002 5WIN6 THERMATRU !S'-O" b'-0" • BUILDING SI=GTION NOTES ONEW ROOFING NOTE (TYP.): I. INSTALL NEW ASPHALT 5HINGLE5. 2.INSTALL ICE AND WATER SHIELD FROM FAXSCIA UP TO 24" FROM INSIDE FACE OF STUD WALL ANID AT VALLEYS W OVER Lu 5.INSTALL 15 # BUILDING FELT N.O.N) OVER 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) M 5. GAP SHINGLE OVER R:ID6E $ HIPS (AS RECGi'D) 6.PROVIDE RIDGE VENT (AS REO'D) O L0 1. FLASH ALL VALLEYS S.INSTALL DRIP EDGE AS REO'D 11. INSTALL ALL A5 PER MANU. 5PEC.'s N�N (D O TYPICAL ROOF $ CEILING CONSTRUCTION: O O � • NEW ROOFING AS NOTED a. N Z • 1/2" GDX PLYWD 5HEATHIN6 (BLOCKING ® ALL PLYWD � Lt7 SEAMS) X :3 N • R.R., G.J., b G.T. AS NOTED ON PLANS (® 53PANS OVER O O O t 8 INSTALL 'X BRIDGIN6 ® CENTER OF 5FPAN, U.O.N) • PROVIDE R-25 SPRAY FOAM INSULATION H/R-2I BATT Lo INSULATION N � • PROVIDE 2" THK. SPRAY FOAM INSULATIO>N ® EAVES O O O Q a O NEW EXTERIOR WALL CONSTRUCTION O "TYVEK" HOUSE WRAP (VENTED) (OR EOUALL) UPON • 1/2" GDX PLYWD. 5HEATHIN6 (5LOGKIN6 ®) ALL PLYWD SEAM5) UPON • 2"xb" STUDS ® 16" 0.0. W DEL. TOP PLATYE • PROVIDE R-I4 SPRAY FOAM INSULATION ((R=7/INCH) W/ R-II BATT INSULATION • 5/8" THK. GYPSUM BD. WALL FINISH NEW SIDING NOTE (T7'P.Z O I. INSTALL NEW 5IDING PER H.0 SELECTION 2."TYVEK" HOUSE WRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. 5PEG.'s 4.PROVIDE ALL NECESSARY TRIM FOR PR04PER INSTALLATION n , 5. 5IDING SHALL EXTEND TO TOP OF FOUNDMTION WALL W TYPICAL FLOOR CONSTRUCTION: O I. FINISH FLOORING TO SELECT 2. 5/4" T$6 GDX PLYWD. SUBFLOOR (SLUED d SCREWED 5. F.J. AS NOTED ON PLANS - AT 5PAN5 OVEER & INSTALL 'X' BRACE ® MIDSPAN 4. MIN. R-50 BATT INSULATION (BETWEEN FIRZST FLOOR b FOUNDATION, AND BETWEEN 6ARA&E 3 21'ND FLOOR) 12 U S. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTS 8 I/2 2 2 n� W 12 '7 2 � � 3 5 Fol IN 171 Fl 11 m 4 4 o 4 0 0 1 5 GARAGE MUD ROOM WALK-IN BEDROOM I CLOSET 9 a 2 z ly O V BASEMENT Lii PROJECT: SEG710N 5-3/A-302 LAUREL AVENUE SCALE: 1/4" 1 1-O" LOT 3 1955 LAUREL AVENUE SOUTHOLD, N.Y. 11971 DRAWING TITLE: BUILDING SECTIONS PAGE: A-302mOO DATE: 01/19/24 10 OF 16 PROVIDE STRAPPING 4 NAILING AS PER CONNECTIONS 'D' 4 'E' IN "TYPICAL NAILING/STRAPPING Q REGUIREMENT5 FOR UPLIFT, SHEAR, 4 LATERAL RESISTANCE" PROVIDE 3" (MIN) GONG. COVER 0 ON PAGE 6-005 ® EA. JOIST/ OF ALL REBAR WITHIN P. GONG. LLI STUD (AS APPLICABLE) FOUND. WALLS 4 P. GONG. 'FT6'5. J co PROVIDE INSULATION M HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE BETWEEN CAVITIES NEW 2"x4" (BELOW 5TU17) 4 Q +, CV SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. 5PEC.'s; PER ENERGY TABLE 2 xb (BELOW F.J) P.T. SILL c •� In /PLANS AND NOT PROJEGTIN& MORE THAN 4142" INTO (WHEN APPLICABLE) PLATES UPON SILL SEAL UPON 5TAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT O JOIST HANGER BY COPPER TERMITE SHIELD PITCHED METAL_ � FLOOR SYSTEM AS NEW 5/8"4) HOOKED ANIGHOR — O NOTED ON PLAN BOLTS w/3" SQUARE V�IASHER 4 �4-J IX 51MPSON' OR ECGUAL i z - - - - - - - - - - - - - - - - - - - - - - - - - - FIRST FINISHED FLOOR ON 5-00FOR F JSTUD HALL 4 ® a- •c6 -Y I \ x N� - z ll O 0 0 �, t- ! &RAPE 0 m '� Il'2" MIN. SPACE BETWEEN \ c CV 0 cc N WALL AND HANDRAIL 5/4" PINE RISER \ 5Y4:: ` — Q a_ 0 � II I' s/4° PINE TREAD STANDARDS FOR ORI PPABLE HAND ° RAIL II ,o .Ir — � SCALE: NTS ° . . — _ a 10" 0 OR055 SECTION - MIN z HANDRAIL CIRCULAR NON-CIRCULAR it — I" ROUNDED NOSING CLEARANCE ° II I — w/Y4 RADIUS all � e (NOT INCLUDED IN #6 HOOKED VERT. I6 r 1 1 TREAD DIMENSION) 4nI/ �� REBAR 0 28" O.G. Ij — `.f ■ !4 _ [Y4„_2„ PERI- 2%4 n 1 _ MIN. METER MAX. ° 7Ie I W N II . .. _1 _ J z I 'T / A. ASPHALTIC DAMP II•� O PROOFING TO EXTERIOR II; — W O U �w q. m P. GONG. FOUND. WALL II ° — z ■ 0) 2 xl2 STRINGERS ® w/ R-21 / IN5ULA710N, IF UNDERSIDE 15 FACING rt (MIN. 4,000 P51) STORA6E/NON-HABITAL SPACE 1, \ #4 HOR. CONT. REBAR ® — TOP,MIDDLE THIRDS, 4 Y2" 6YR BD. BOTTOM OF WALL (4 TOTAL) ° Ij _ STORAGE UNDER (NHEN APpL I CALE3E) I - LJ ° Ia P. GONG. CONT. FTC. IILJ (MIN. 4,000 PSI) 4" P. GONG. SLAB �I I 6"x6"-IOxIO W.W.M. BETWEENCENTE 1 SECURED IN 4 UPPER� OF SLAB PLACEURINE FOUR It — TREATED 2"xl2" SILL FOR CONTACT w/GONG. (IF APPLICABLE) ° II — BASEMENT - 6 MIL POLY — ) n ° ° _Q MOISTURE RETARD ER Ac_• 4" GRAVEL BASF, — (3) #5 HOR. CONT.i REBAR 3" °I I i 3"° I - _ PROV° GLEAN COMPACT FILL INTERIOR MOOD STAIR DETAIL A-4oi.00 - ,- 2 FOUNDATION V�lALL DETAIL 5GALE: 5/4„ - I O A-401.00 SCALE: 3/4" = I'-O" 2'-O" LAP (TYP.) II w -------------- 0 II I II TYR ROOFING (5EE —:TII �I SECTION NOTES) I i 11 NOTE: TYR ROOF CONSTRUCTION ��'/ #5 REBAR (TYP) IL I I I j I 1. IF FINISH MASONFRY U5ED (SUCH AS $LUESTONE) - MA�50N TO ADJUST 0 OL (SEE SECTION NOTES) / P� J"� 1 1 I H&HT OF LANDIN(1& AS REO'D TO '51MPSON' H2 5A / ¢ #5 BENT I I I ACCOUNT FOR FI'INISH MASONRY RAFTER TIE / / REAR (TYP) N I I 2. ALL HORZ.SURFAG:ES SHALL BE PITCHED PROJECT: m 1:45 AWAY FROH BUILDIN6 1 I 5. FOR SLA55 ABUTTIIN5 FRAMING, INSTALL LA U R E L AV E N U E 1 I I JAER FLA5HIN0,FROM ADJACENT TO SLAG,BED I AB OVE IN A5PHALTIG MA57I0 LOT 3 4"P. GONG.SLAB G.J. AS PER PLAN UPON GOMPAGTED STAIR DRAINAGE CALCULATIONS:I STAIR WIDTH = 4'-0"' �(TYP) FILL FASCIA BOARD/ PROP05ED NEW AREA= 60 S.F. G'�DE 1955 LAUREL AVENUE 60 5 Ft. X 0.1'1= 6_5 REBAR BENT TO = BEAM AS PER PLAN CORNER CONNECTION 8.5/3�1= 2.1 VERT. FTr. OF 2' DIA RING REG. SLAB AS SHOWN �.= -==-==a==�. PRE-FAB. RAILING w/REOUIREMENTS SOUTHOLD, N.Y. 11971 PROVIDE (I) 2' DIA. )X 3'-O" DEEP STORM • 1,4 \ \ \ z AS PER PLAN. RAIL SHALL HAVE WATER LEACHING SYYSTEM a ••�i' �/ / / / � y LATERAL LOAD,CAPAC17Y TO �MATERIALS SIST 200 SHALL--.,. OF BE ONE OF THE FOLLOWIN&: HOT. DRAWING TITLE: "SIMPSON" P064 NEW "SIMPSON" LU526 ° yy'•. /� /��;/ / a DIPPED 6ALV., EPDXY PAINTED 5TL., (FOR 3 PLY BM) GALVANIZED JOIST 6� 6 "SIMPSON" 5052-2/4 HANGER (I) #4 REBAR ® EA. iy• °•/ / �� / EPDXY PAINTED WROUGHT IRON. - / ti / / / / / DESIGN DETAILS (FOR 2 PLY $M) #5 REAR (TYP) 2'-O" LAP STEP;3" GVR® ENDS c • \/\ \/\/ ' BEND REBAR (TYP) ti //\\//\\//\\//\\//\\//\\//\\// PER CHMRAI MANU TO SLAB ------- - -F-- -I --------- ° • '�' //\//\/\//////\//\//\//\// NOTE: r \ \ \ \ \ \ j j j %10 4 P. GONG. SLAB w/ lollii' \/\ ALL P. GONG. SHALL / / / \ \ \ I I I LANDIPN6 //\/\// /C: /\ \ \ O BE 4,000 P51 (MIN) ri�=y-° _- _ 6"xb"-10/Io W.W.M. UPON I Ir-------------- IN. OMPACTED• a • /yam FILL • /\/\/\/ z // \ \ \ \ \ COMPACTED FILL ------- ;• \ \//\\//\\//\\/\�/�/�/ //\//\//\ O (I) #4 REBAR II \\ \\ PAGE: i,' \\ \ #4 REBAR ® I0"/\\ \\ \ \ \ z p CONT. ® TOP // / / // // //\//\//\// LL I \/\/\ 1 I II 4" P.GONG.SLAB w/ 2"x4" r'- /\/\ O.C. (MIN. 5) �/\/\/\/\/\/ / \ \\ \\ I; II b"xb"-10/IO W.W.M. KEYWAY a \\/\\/\\/ �/ / / /\\/\\/\\/\\/\\/\\ s O #5 REBAR ® 36" O.G. P.T. POST A5 =———— ———�——I UPON COMPACTED FILL •. yiii�' /\/\/\/\/\/\/\/\/\/\/\/\/\ - \\\\\ A-401m00 PER PLAN I I 4 DRAIN CONNECTED e p,, /\ \/\/\/\/\/\/\/\/\/\/\/\/\ O I // / COMPACTED TO EXIST.MAIN LINE \4 // // // // \\ \\ FILL - -- - -----=• -! NOTE! \ \/\\// $ 8 THK. P. {�PI /�//�/ / / / / / / GONG. WALL I I L \ \ -T a--.- I \\/\\/\\.t p /\\ \\ \\ \\ \\ \\ ALL P. GONG. \/\\/\\/ #5 BENT SHALL BE \/\/ #5 BENT REBAR �\ \/ DATE: 01/19/24 11 OF 16 ,0 5I (MIN) \/\/\/ �/\REAR (TYP) / \ O.C. REBAR GONT. ® 10C (MIN. 3) \ /\/\/ ' \ \ \ �/\(I) #4 REf BAR CONT. / ill CONT. ® BOTTOM ill , P05T BASE PER #5 BENT REBAR 0 12" O.G. I' \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ O III POST SIZE I I I II• \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ - IS WIDE x 12 DEEP / 1 8" THK. P. Gi•ONG. WALL \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// P. GONG. FT6. \\ \\ (1) #4 REfBAR GONT. I I< a \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ • �I � y;. : :. ;;J I 18" WIDE ;x 12" DEEP (3) #5 HOR. / 4'. \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ \\/\\/\\/\\/ REBAR °°. • a-•. • `~ P. CCONC. FT6. —• 5iTONE PATIO AS PER PLAN d • • °' V^Y !1 a, T CONNECTION • ;" - (2) #5 HCOR. REBAR COVERED PORCH DETAIL. A-401.00 SCALE: 3/4" = I'-o" \ / I I EXTERIOR MASONRY STAIR DETAIL_ EXTERIOR MASONRY DEC,< DETAIL_ � ®F G�- REBAR OVERLAP ERLAP DETAIL A-401.00 SCALE: 3/4" _ I _O A-401.00 SCALE: 5/4" = 1'-0" 5GALE: 5/4" _ I'-O" -= PROVIDE BEAM SPLICE a CENTERED ABOVE COL. Q WHEN NOTED ON PLANS 0 (4) 3/8" H.D.C. LAG Lu BOLTS (PREDRILLED) cc (c — — — — FLOOR SYSTEM AS Q 4-1 C U NOTED ON PLAN a c- Ln O ( I = O NEW STL. GAP PL. 'A' 'B' — — — A_ — — — — OR 'C' (PER BEAM CONFIW FLOOR WOOD BEAM O \ / O WELDED TO COL.;SEE GAP AS NOTED ON PLAN > / FL. DETAILS i z — — — �� NEW 5-1/2" O.D. SCH 40 C o 5/5" THK. PL. NEW BASE PLATE 'A' HOT DIP 6ALV. STL. COL. a 1 O 3/8" TH H.D. WELDED TO COL.; SEE (ASTM AI25) AS PER � , K. U BASE PL. DETAILS FOR FOUND. PLAN BY SIMS C X CV CALV. PL. BOLTING STEEL (OR EQUAL) Q O O 4 -C 0 m Z PROVIDE GOLD JOINT NEW 4 P. 4-J (V a-.! GAP IPL,47E 'A' AT GONG. SEAMS (TYP) GONG. SLAB Q O Qa o FOR CONNECTION OF STL. COL. TO (2) I-5/4" WIDE LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER a a CJJ •LLB 4" GRAVEL BASE NEW (2) #5 HOR. I`3 I REBAR UPON (2) #5 PROVIDE BEAM SPLICSE 8�� CENTERED ABOVE GQL. (4) 5/8" H.D.G. LAG NEW IS"x18"x12„ HOR. REBAR (4 TOTAL) WHEN NOTED ON PLAINS DEEP P. GONG. PAD S Ai5=D FILL "E� — — — - — — -10 BOLTS (PREDRILLED) FT6. (MIN. 4,000 PSI) . — _ n1 � O\7- _ I 4_j W l.n I � • — PERMACAST COLUMN AS — — — — — — — — — — PER PLANS; IN5TALL AS O PER MANU. SPECIFICATIONS — r l 3/8" THK. PL. ,� �4 i i 3/8" THK. H.D. CALV. FL. 4 STEEL COLUMN FOOTI NO DETAIL < • - 40 OAF �� Agk POST BASE PER MANU. OAF IPL,4TE 15' SCALE: 3/4 = I -O ^ ` SPECIFICATIONS FOR CONNECTION OF STL. COL. TO (5) 1-5/4" WIDE Q LVL LUMBER OR (5) 2" WIDE OR (4) 2" WIDE FINISHED FINISHED STONE DIMENSIONAL LUMBER OR 5.25" WIDE P5L _ FLOOR z 4" GONG. SLAB FINISHED 4a PROVIDE BEAM SPLICE 8�� CENTERED ABOVE CC>L. (4) 5/5" H.D.G. LAC WHEN NOTED ON PLAINS BOLTS (PREDRILLED) FLOOR SYSTEM AS ��\��\� BAGKFILL =� — — — — — NOTED ON PLAN GRADE M ° \�\ OMPACTED NEW 5TL. GAP PL. 'A', 'B', FLOOR HOOD BEAM EVERY 6" — — — — — — -f- \� I I �� OR 'G' (PER BEAM GONFIW AS NOTED ON PLAN ' WELDED TO COL.;.SEE DE GAP EXTEND FOUND. WALL # FT6. AT I I O TAILS NEW BASE PLATE 'A' NEW 5-1/2" O.D. SGH 40 PER FOUND. PLAN;PROVIDE — — — — — — // HOT DIP 6ALV. STL. COL. ° \� ADDITIONAL (2) #5 VERT. REBAR O WELDED TO COL.;SEE (ASTM A125) AS PER X \ \ \ IN GONG. WALL BENEATH COLUMN — — — — BASE PL. DETAILS FOR FOUND. PLAN BY SIMS d (1) #5 HOR. REBAR IN 44" MAX. SILL—\ ° \\ \\\ ENLARGED FT6. 3/8" THK. PL. I / ii \)._�/v BOLTING N wE41I(PR EQUAL) HEIGHT S ° \\ \/\\ �� 3/8 THK• H.D. PROVIDE GOLD JOINT GONG. 5LA8 PER GODS ° / \/ CALV. PL. AT GONG. SEAMS (TYP) R510.2.1 • a Gf�P PLATE 'G' , a• ,, a i EXTERIOR MASONRY DECK i ° OUND. WALL B FT6. AS PER FOR CONNECTION OF 5%. COL. TO (5) 1-5/4" WIDE LVL ` '• : `JJ IL � I DETAIL X/A-Xxx a 1 � LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE DIMENSIONAL '' 4 �__--�_ a C� • ! LUMBER OR 5.25" WIDE P5L, AS WELL AS (2) 1-5/4" WIDE BASEMENT LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER 4" 6R,4VEL BASE a NEW (3) #5 HOR. FLOOR • I 3" — I I " I REBAR UPON (5) #5 r •` a NEW 24"x24"x12" HOR. REBAR ((o TOTAL) a$ DEEP P. GONG. PAD FT6. (MIN. 4,000 PSI) -. COMPACTED FILL Z w EORESS A I NI )ON NELL DETAIL 2 PERMACAST COLUMN DETAIL STEEL COLUMN CAP BASE PLATE DETAILS 0 U -402.0 A-402.0 SCALE: 3/4" = I'-o" A-402.0 SCALE: 5" = 1'-0" SCALE: NT5 iu Q 0 STEEL COLUMN FOOTI NO DETA I L PROJECT: f�-402.0 SCALE: 3/4" = I'-o" 8 TH I r_X REINFORCED CONCRETE TRf � I O s A5 LAUREL AVENUE LOT 3 GRASS SHOULDER AREA (T`I'P.) 24" DIAMETER CAST IRON OR DEFINED SURFACE GOYER INLET ORATE FRAM IE 1 1955 LAUREL AVENUE FLOOR SYSTEM AS SOUTHOLD, N.Y. 11971 NOTED ON PLAN NEW STL. GAP PL. 'A', 'B', OR 'C' (PER BEAM GONF16 FLOOR WOOD BEAM DRAWINGTITLE: AS NOTED ON PLAN WELDED TO GOPL;.SEE CAP DETAILS DESIGN DETAILS NEW 5-1/2" O.D. SGH 40 NEW BASE PLATE 'A' HOT DIP 6ALV. STL. COL. Lu — I I I I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ j[:l WELDED TO COL.;SEE (A5TM AI25) AS PER FOUILS FOR Z ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ BASE PL. DETABOLTIN6 STEELL (ORD. AEQAL)N BY IMS ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I— NEW 4" P. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ PROVIDE GOLD JOINT GONG. SLAB— I IAT GONG. SEAMS (l 1'P� PAGE: ( I I- fi i1A-402mOOf CJ LLLI IL ] •d II a a _ 4 a ~ ' d, 4" GRAVEL BASE a• , a DATE: 01/19/24 12 OF 16 O z I I I I c== ��- =_ � PRECAST GONG. NEW 50"x30"x18" v I — COMPACTED FILL N DEEP P. GONG. PAD \ems" — ,� NEW (4) #5 HOR. G REBAR UPON (4) #5 .,� GROUND LE�GH I NO RI NO. ✓�� FT6. (MIN. 4p00 PSI) HOR. REBAR (8 TOTAL) V^ATE`I"' CALCULATIONS ON SITE PLAN FOR REa'D 2'-O" D1�4METER �4S EFFECTIVE DEPTH 2 -O ��`� e.,"•'ice,"`'�� MIN. PER SITE PLAN MIN. GLEAN SAND O RA\/EL FILL _ ,3 74 -� DR--(HELL DETA I L -402.0 SCALE: I/2„ _ IO STEEL COLUMN FOOT I NO DETAIL - A-402.0 SCALE: 5/4" = I'-O" _ EXISTING TO BE DEMOLI5HE:D NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) Lu NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Lu J N STL. WHEN APPLICABLE) M NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL O POST FOR 4" WALLS O b7 Lo HOOD FRAME (L.G. 5TL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALLS), U.O.N. O NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. o O N Z O WHEN APPL I GABLE) I n. •cued' C � X CV 0 O O a-+ m 5TRUGTURAL PLAN N�TE5 POST 4 COLUMN DESIGNATIONS: O ' W POSTS d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED c O f6 AS FOLLOWS, NOTE THAT THESE DESIGNATIONS DO NOT IMPLY 4B 45 Q r- a O OSINGLE SPAN STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NEGE55ARY ELSEWHERE, AS SPECIFIED - - - - - - - - - - - - - - - - - - - - - - - - - 1 5TRUGTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES $ STANDARD ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED POST5/SEAMS. I OSTACKEDP05T /COLUMN: _� �- " " BI 1 "xb" POST - - - - - - - - - - - - - - - - - - - I 2 LOCATE INDICATED P05T OR COLUMN ABOVE/BENEATH J (I) 2 x4 POST �--� () 2 P05T OR COLUMN ON FLOOR BELOW/ABOVE. - � 3 INTERIOR LOAD BEARING WALL (.ABOVE : J (2) 2"x4" POST B2 (2) 2"xb" POST AS Y DASHED OUTLINE. ALIONDICATED STUDS OP BEAR N6 WALL5 TO LAND DIRECTLY � UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. (5) 2"x4" POST B3 (5) 2N6" P05T HOLD OWN (IST TO 2ND FLOOR): HOLDOWN 'A' AS PER PAGE 6-005 J (4) 2"x4" P05T B4 (4) 2"xb" POST 8G v • 4B HOLDOWN (FOUNDATION TO I5T FLOOR): HOLDOWN 'B' AS PER PACE 6-005 (5) 2"x4" P05T S5 (5) 2"x6" P05T 3 NEW REINFORCED P. GONG. SLAB_ I 0 I 4_j w/ 58 I. NEW 4" THK. P. GONG. SLAB 6"x6"-10/10 W.W.M. UPON4 I v 0 2. 6 MIL POLY VAPOR BARRIER UPON 5-1/2" O.D. 5GH 40 5-1/2" O.D. 5GH 40 ( I I • 3. 4" (MIN.) GRAVEL BASE --� STL. COL. (A5TM Q`� STL. COL (A5TM A123) BY SIMS A123) BY SIMS •' � I OPAD FOOTING STEEL (OR EO) STEEL (OR EO) 6B 24"x24"xI2" DEEP P. GONG. PAD FOOTING AS PER I V DETAIL 2/A-401. STRUCTURAL PERMAGAST COLUMN 000 BS'N 8 L ( L )STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. POURED CONCRETE AND STEEL REINFORCEMENT NOTES: I _ 7A I 5,000 LBS LOAD BEARING CAPACITY. BEAM _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ • I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND - - - - - - - _- COLUMN, AS PER MANUFACTURER SPECIFICATIONS. DOWNWARD FROM THE BOTTOM OF EXI5TING ADJACENT FOOTINGS. 1 PERMAGAST COLUMN FOOTING (f'AP FTC.) r r r 7B PERMAGAST COLUMN UPON 12"(P P. GONG. SONOTUBE 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION 4B I I L �. - - - - _ - - - - - - L .J' - - - - - - - - - - - t ° 12 - 6B 6B 12 ® ® Q SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR _ - - - - - - - - - - - - - - - - - - - - - _ UPON 24"x24"xI2" DEEP P. GONG. FOOTING AS PER ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 'IA 7A 17 "xl l 815" 2 0 RDER H ' DETAIL 6/A-401. - r (3) _ E LVL DRP. 6� ENCOUNTERED. •` ,• `. , .. .. .. 'iB TB - bG xI2" DEEP GONG. CONTINUOUS FOOTING AS PER DETAILS 6/A-401 d a/A-401 sTYPJ 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. , - - - - - - - - - - - - _ - - - - I L L L AS _ AS 4. ALL FOUNDATION WORK SHALL BE 4p00 P51 POURED CONCRETE AT ° 13 O TOP OF FOUND. WALL MAY BE STEPPED D OWN 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. REG.D TO ACCOMMODATE ( 0 - GARAGE DOOR CLOSURE 8 .p DWELLING ENTRY (VERIFY DIM. IN FIELD) 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED I I 0 CARBON STEEL ASTMA615 GRADE 60. WWM FOR SLABS DO NOT to TYPICAL F.T. GONG. FOOTING Q WALL GONSTELD 4 NEED TO SE EPDXY COATED. 8G • 2 xb T. SILL PLATE w/COPPER 'TERMITE SHIELD +€ _ • SILL SEAL;2"x4" P.T. SILL PLATE ®: LOWER SHELF. I 12 x ® _ 12 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS •' L - - - - - IO • ANCHOR BOLTS AS PER PAGE 6-003 SHALL BE STA66ERED. I- - 45 4B • P. GONG. FOUND. WALL AS PER DETAILS 9/A-401 ® I (5) L'i5"x11.8'i5" IOE LVL DRP. 6IRDE 0 5A5EMENT, DETAIL 6/A-401 ® CRAWLSPAGE, E DETAIL 'T. PROVIDE MECHANICAL DEVICES TO HOLD STEEL b HARDWARE IN (f3) I.'T5"x11.815" 2.OE LVL DRP. 61RDE '1/A-401 ® SLAB-ON-GRADE PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, L L L • - - - - - _ - - - - J � 0 I < • P. GONG. FTC. AS PER DETAIL(5) NOTED SEPARATELY GOVERA6E5, AND PLUMBNE55. - - - - • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR " 10'-6" I '-6" • B.O. FOOTIN6 V-O" BELOW GRADE MIN. 6. CEMENT SHALL CONFORM TO ASTM 0-33 FOR STANDARD WE16HT - ® L - - - - • 1/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN CONCRETE. I I z APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / STOOPS (WHEN APPLICABLE) GONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF NEW ATTIC ACCESS - PULL VON I STAIR: CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE I 8G II I. MIN. 350 # CAPACITY HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. 45 4B 0 0 0 0 45 2.SIZE TO FIT MECH. EOUIP. THRUOPE:NING (MIN. 22"x30") %z d z - - - - - - - - - - - - - - - - - - - - - - - � 3.DBE. FRAMING WHEN NEW OPENING, U.O.N. 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. u� �? �p ui �? u� V - 4.WEATHERSTRIP ACCESS OPENING B PROVIDE R-4Q 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL '• I f INSULATION ABOVE w/ND. FR. (OR EO) BAFFLE OR `fl u aJ aJ`� CONFORM TO AGI 306. RETAINER TO PREVENT INSULATION FROM ENTERING - - _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - DWELLIN6 WHEN OPENED, AS PER NY5 EGG R402.2.4 ® p X (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE 4. IN NO CASE SHALL GO FLARED ON FROZEN GROUND / I THERMAL ENVELOPE OF BUILDING). SURFACES. FROZEN GROUND ROUND MAY BE REMOVED OR HEATED TO 5. INSTALL AS PER MANU. SPEG.'s TEMPERATURES WITHIN 10° F OF CONCRETE. gG I L 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. REMOVE AS REO'D. I Z I2 W BEAM POCKET .)(TYP •; I . '' � •• I ° ,� � 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE TYPICAL CLOSED FOUNDATION PERMITTED WHEN NECESSARY. 13 0 PORCHES / PATIOS: 12 12 v I. SEE NOTED DETAILS -1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER I I 6B 6B 6B 6B 6B 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:48 AWAY' AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. -� �- - r - - �- - � - - FROM BUILDING (3� I.-T5 xll.8"15 -,.OE LVL DRP. 61RDE� (3 L"I5 xll.8'15 2.OE LVL DRP. GIRDER (3 L'i5"xll.8?5" 2.OE LVL DRP. 61RDE 3. FOR 5LA55 ABUTTING FRAMING, INSTALL COPPER 6. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. - - - �- - FLA5HINC FROM 12" ABOVE AND ADJACENT TO SLAB, BED ALL FLASHING IN ASPHALTIC MASTIC, 11 PERMITNON-CTED O BE ADDEDROOIVE CONCRETE ACCELERANT IXTURE AS PER AG 306 L L L L 'I L L L J L -j '� = Lu 4. PORCH PATIO WALLS OF SEPARATE POURS SHALL BE DOWELED w/ #5 ® 6" O.G. VERTICAL TO EA. OTHER (ASTM G4cWC4a4M, TYPES G AND E). I I 10-5" 10 3" O 4 TO MAIN FOUND. 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT OR055 SECTIONAL z 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARIW6 AREAS EXCEED ONE SQUARE INCH. � PROJECT: EXTENDED FRAMING TO ROOF RAFTERS: I I. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED r F TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS d m 15 PROVIDE FRAMING EXTENDING FROM WALL, BEAM,OR REACHED A COMPRESSIVE 5TREN6TH OF 500 PSI. I I I I I LAUREL AVEN U E HEADER (BELOW) TO R.R(ABOVE). :. I a 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. I •• • 14B 4B o = ® I LOT 3 � o I • • I �� I � � I I I 501E BEARING CAPACITY NOTE: � � m - � � 0 ( 1955 LAUREL AVENUE STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL - BEARING CAPACITY OF 1.0 TON/S.F. I SOUTHOLD, N.Y. 11971 �- - - - - - - - - - - I � ® NW " x6" F. Q ® I6" O.G. G 4B I 4B I I DRAWING TITLE: PROPOSED STRUCTURAL PLAN F_ t - - - - - - - - 4. •- J - B - - - - - - - - - - - - - - - - - - - - - - (3) L'i 5"x l l.8"I 5" O E LVL DRP. GIRD R - - - - - - - - - - - IO o I I I I I 4B o i G I PAGE: TA 4R - - - - - - - - - - - - - - - - - - -� 415 WW ® 8G 4 'iB 'TA -7A - '75 TB BS-101000 48 - - - z - - - - - - - - � r 'r. - - - - - - r '� 7. - - - - TA , - - - - - - - - - - - - - - - - - - - - - - - -J L - - - - - - - - - - - - - - - - - L=_ _ ___- - - - - - _- - DATE: 13 OF _ FROFOSED FOUNDATION STRUCTURAL PLAN SCALE: 1/4" = I'-oil G11`z"'0 �w. Or $'��, ' 0-,ENE AL 5**%r I I50 L <E""r • EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.6. 5TL. �- EXISTING TO REMAIN WHEN APPLICABLE) Q NEW WOOD FRAME (L.&. F-�=� NEW FOUNDATION WALL W Lu STL. WHEN APPLICABLE) C6 C7 NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL 4- OO FRAME (L.G. 5TL-. POST FOR 4" WALLS O N WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL _� W D P05T FOR b" WALLS), U.O.N. O NEW 2-HR FIRE RATED •+, �; Q0 WOOD FRAME (L.6. 5TL. WHET! APPLICABLE) a .cu c � X � N O 4- 1 O CO m •Z C4 STRUCTURAL FLAN NOTES POST 4 COLUMN DE516NATION5: POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED � O O �� SINGLE SPAN STRUCTURAL MEMBER- AS FOLLOWS. NOTE THAT THESE DE516NATION5 DO NOT IMPLY Q a Q OSUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED POSTS/BEAMS. OSTACKED P05T/COLUMN: -- I (1) 2"x4" P05T BI (I) 2"xb" 1-05T LOCATE INDICATED POST OR COLUMN ABOVE/BENEA�TH POST OR COLUMN ON FLOOR BELOW/ABOVE. INTERIOR LOAD BEARING WALL (ABOVE): (2) 2"x4" 1-05T 82 (2) 2"xb" POST AS INDICATED BY DASHED OUTLINE. \ / ALIGN STUDS OF BEARING WALL.5 TO LAND DIRECTLY - - - - - UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. (5) 2"x4" POST B3 (5) 2"xb" POST 4 HOLDOWN LIST TO 2ND FLOGS 70 HOLDOWN 'A' AS PER PAGE 6-005 (4) 2"x4" POST 1®-- (4) 2"xb" P05T U HOLDOWN (FOUNDATION TO IST FLOOR): 4E HOLDOWN 'B' AS PER PAGE 6-035 (5) 2"x4" POST B5 (5) 2"xb" POST �FAL016110.0. I CLOSET NEW REINFORCED P. GONG. SLAB BEDROOM I 58 I. NEW 4" THK. P. GONG. SLAB W 6"x6"-10/10 W.W.M., UPON 32T S.F. I �b S.F. -i �J 2. 6 MIL POLY VAPOR BARRIE'Z UPON 3-I/2" O.D. SGH 40 5-I/2" O.D. SGH 40 V O 5. 4" (MIN.) GRAVEL BASE ---� 5TL. COL. (ASTM Q---�p 5TL. COL (A57M A125) BY 51M5 AI25) BY 51MS PAD FOOTING STEEL (OR EQJ STEEL (OR EQJ X 6B 24"x24"xl2" DEEP P. GONG. PAD FOOTING AS PER zW U DETAIL 2/A-401. STRUCTURAL PERMAGA5T COLUMN (5.000 LBV: 7A STRUCTURAL SQUARE PERMAGA5T COLUMN w/ MIN. POURED CONCRETE AND STEEL REINFORCEMENT NOTES: _ 5,000 L55 LOAD SEARING CAPACITY. BEAM I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT - • PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF FOUNDATIONS BY AN ANGLE OF 45' PROJECTED OUTWARD AND / \ COLUMN, AS PER MANUFACTURER 5PECIFICATION5. DOWNWA RD FROM THE 50TTOM OF EXISTING ADJACENT FOOTIN65. PERMAGA5T COLUMN FOOTIIg6 (PAD FTC.) _ _ _ _ _ _ _ _ _ _ / wN ® \ I Q 'IB PERMAGA5T COLUMN UPON I2"4> P. GONG. 50NOTLIBE 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION UPON 24"x24"xl2" DEEP P. CONC. FOOTING AS PER SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR (2) 1.75"xll.b'15" 2.OE LVL DRP. (2) I.15"xllb75" 2.OE LVL DRP. DETAIL 6/A-401. ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER HDFR. WRAP W/ Ix AZEK TRIM HDR. WRAP W/ Ix AZEK TRIM DEL. G.J. !L ENCOUNTERED. 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING � COVERED -i 6C 5. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. AS PER DETAILS 6/A-401 4 a/A-401 (TYPJ v -► PORCH V Ill 28a.5 S.F. V OTOP OF FOUND. WALL MAY BE STEPPED DOWN AS 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT .D 0 0 m a REQ.'D TO ACCOMMODATE GARAGE DOOR CLOSURE: 4 26 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. X �m Qom WALK-IN DWELLING ENTRY (VERIFY DIM. IN FIELD) " -� "-� CLOSET O O S. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED I ®z ®z 5a S.F. TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION. CARBON STEEL A5TMA615 &RAVE 60. MM FOR 5LAS5 DO NOT z 10 ALK-IN NEED TO BE EPDXY COATED. > > 2"x6" P.T. SILL PLATE 1-4/COFFER TERMITE 5HIELDP 4 ^�- L - - - SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF- 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS CLOSET • ANCHOR BOLTS AS PER PA6'E 6-003 NEW 2"X5" G.J. SHALL BE STAGGERED. P. GONG. FOUND. WALL AS PER DETAILS a/A-401 0 ® Ib" O.C. BATHROOM I -; • BASEMENT, DETAIL 6/A-401 to CRAWLSPACE, 4 DETAIL _ 162 S.F. '1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN I _ _ _ V 06 '7/A-401 ® SLAB-ON-GRADE PLACE AT TIME OF POURING 4 MAINTAIN REOUIRED CLEARANCES, NEW 2"XS" d.J. (27 775"xll.5-7 HD 5) I."1 >" -T8"f5" 2.3E LVL HDR. • P. GONG. FTC. A5 PER DETAIL(5) NOTED SEPARATELY COVERA6E5, AND PLUMBNE55. m O ASPHALTIC MA5TIG DAMP PROOFING TO EXTERIOIR BEDROOM 2 ® I6" O.0 O iv • B.O. FOOTING 5'-0" BELOW 61RADE MIN. 6. CEMENT SHALL CONFORM TO A5TM 0-55 FOR STANDARD WE16HT 246 S.F. - - z • 1/2" EXPAN51ON JOINT ® PERIMETER OF SLAB (WHEEN CONCRETE. APPLICABLE) UDROOM • AIR ENTRAIN P. GONG, FOR PORCHES /PATIOS / 63 S.F. STOOPS (WHEN APPLICABLE) • MASON TO ACCOUNT FOR FINISH STONE ON THIN SMT GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE o FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE;) I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF r - - a NEW ATTIC ACCESS - PULL DOWN STAIR: CONCRETE IN TEMPERATURES UNDER 45" F IF THAT TEMPERATURE II HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. O O I. MIN. 350 # CAPACITY 0 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x'00") DBL. G.J. 2. SPEGIFIGITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS, O O 3.DEL. FRAMING WHEN NEW OPENING, U.O.N. _ � � KITCHEN O 4.WEATHERSTRIP ACCESS OPENIN6 4 PROVIDE R-4-i 2T2 5P, DINING ROOM DBL. G.J. INSULATION ABOVE w/WD. FR. (OR EQ.) BAFFLE OIR 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL N W 2"X6" G.J. 2O S.F. RETAINER TO PREVENT INSULATION FROM ENTERIN�6 CONFORM TO AGI 506. ® I6" O.G. DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 4, IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / -i I PANTRY NEW 2"X6" C. _ - - - _ - (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO V 5'i S.F. -- -- -- -- -- ® I6" O.G. F / THERMA.. ENVELOPE OF BUILDING). TEMPERATURES WITHIN 10• F OF CONCRETE. v I f 5. INSTALL AS PER MANU. 5PEC.'s BATHROOM O r - - - - - - - - - - - - 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. ao S.F. ry I / / Q REMOVE AS REQ'D. ® Q z Z 12 BEAM POCKET (TYP.) - - - - - , - - - - - - - V / W b. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE . ® � O TYPICAL CLOSED FOUNDATION PERMITTED WHEN NECESSARY. 13 ® PORCHES / PATIOS: - - 1. SEE NOTED DETAILS 1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 550 F OR HIGHER (� < I O V 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:46 /AWAY AND SHALL BE WITHIN 10• F OF CONCRETE TEMPERATURE. O - X ® I \ FROM BUILDING \ 5. FOR SLABS ABUTTING FRAMING, INSTALL COPPER. 6. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. 0 U U V 1D- \ x AB FLASHING FROM 12 ABOVE AND ADJACENT TO 51L r- BED ALL FLASHING IN ASPHALTIC MASTIC a. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE \ 4� 0 \ - 4. PORCH /PATIO WALL5 OF SEPARATE POURS SHAILL PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 q BE DOWELED w/ #5 ® 6" O.G. VERTICAL TO EA. O'ITHER (ASTM C4a4/C4a4M, TYPES G AND E). - z ~ 4 TO MAIN FOUND. 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL (Y IL G �) I.?5"xll.b?5'�2.OE LVL DRP. HDR. 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING AREAS EXCEED ONE SQUARE INCH. BATHROOM 3 U m 51 S.F. - - - _ - PROJECT: 1I. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED 61 S.F. d� 0 G� - -1 - OEXTENDED FRAMING TO ROOF RAFTERS: TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS x;p FOYER 15 PROVIDE FRAMING EXTENDING FROM WALL, BEAM,ODR REACHED A COMPRESSIVE STRENGTH OF 500 PSI. " 84 5F / \ T LAU R EL AVE N U E HEADER (BELOW) TO R.R(ABOVE). WALK-IN / � CLOSET ' I \ NEW 2 X5 G Q LOT 3 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. �� / 15 S.F. / \ / > I 501 BEARING CAPACITY NOTE: - - - - - - X N / GRE45 5 C70M \ L / I \ I � ® I � 1955 LAUREL AVENUE STRUCTURAL DESIGN OF FOOTIN65 ASSUMES A SOIL � ® PARLOR r SOUTHOLD, N.Y. 11971 BEARING CAPACITY OF 1.0 TON/S.F. I?2 S.F. / \ \ \ \ \ L - - - - - - - I- - - NEW 2"xb" G.J. L - \ DRAWING TITLE: ® Ib" O.G. BEDROOM 5 I �"�� / I PROPOSED STRUCTURAL PLAN I 236 S.F. I � ®k I (2) 115"xa.5" 2.OE LVL FLSH. HDR. COVERED PORCH F IS? S.F. V v PAGE: L - - - - - - - - - - 02 . 00 12 5"x1 DR P (2 " 52,0E LVL Pp'L HDR. WRAP W/ Ix AZEK IM DATE: 01/19/24 14 OF 16 PROPOSED F 1 R5T FLOOR 57RUOTURAL FLAN �4Q SCALE: I/4" = 1'-0" �t �z OENERAL 5"-rM50L <E""r : EXISTING TO BE DEMOLI54HED NEW PARTIAL HEIGHT WOOD FRAME (L.6. 5TL. WHEN APPLICABLE) Q EXISTING TO REMAIN Q NEW WOOD FRAME (L.6. NEW FOUNDATION WALL W ui 5TL. WHEN APPLICABLE) cu M NEW I-HR FIRE RATED El P05T (2) 2"x4" 5TRUGTURAL N Lo WOOD FRAME (L.6. 5TL. P05T FOR 4" WALLS Q WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUCTURAI ) P05T FOR b" WALLS), U.O.N. O NEW 2-HR FIRE RATED , >: (D WHENDA.PLICA FRAME (BL.E)5TL. a 0 O c X � N 0 O O 4-+ te ' O m Z POST 4 COLUMN DESIGNATIONS: a--+ a-1 Ln STRUCTURAL PLAN NOTES POSTS 8 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED c O Q C6 SINGLE SPAN STRUCTURAL MEiv1BER: A5 FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY Q .-- L 2 Q OY E SUCH MEMBERS ARE NOT NECESSAR ELSWHERE, AS SPECIFIED STRUCTURAL MEMBER SHALL NOT ESE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES d STANDARD ACROSS MULTIPLE SPANS. PROVDDt_ SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED POSTS/BEAM5. O STACKED POST/COLUMN: �J (1) 2 BI"x4" POST 0 (I) 2"x6" POST LOCATE INDICATED P05T OR COLUMN ABOVE/BENEATH n , v (/ 00 POST OR COLUMN ON FLOOR BELO;N/ABOVE. ?J? X 3 INTERIOR LOAD BEARING WALL (ABOVE): (2) 2"x4" POST B2 (2) 2"xb" POST AS INDICATED BY DASHED OUTLINE:. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. J (5) 2"x4" POST B3 (5) 2"xb" 1-05T HOLD OWN (IST TO 2ND FLOOR)_ T 4A HOLDOWN 'A' AS PER PAGE 6-003 (4) 2"x4" POST 574 (4) 2"xb" P05T U 4B HOLD OWN (FOUNDATION TO IST FLOOR): n , HOLDOWN 'B' AS PER PAGE 6-005 (5) 2"x4" POST BS (5) 2"x6" POST W M NEW REINFORCED P. GONG. SLAB -�-� W 5B I. NEW 4" THK. P. GONG. SLAB w/b"xb"-IO/IO W.W.M. UPON 2. 6 MIL POLY VAPOR BARRIER UPON 3-I/2" O.D. SGH 40 5-I/2" O.D. 5GH 40 5. 4" (MIN.) GRAVEL BA5E --� 5TL. COL. o--� 5TL. COL (A5TM AI23) BY SINSIMS AI23) BY SINS NEW 2"XIO" R.R. PAD FOOTING STEEL (OR EQJ STEEL (OR EQJ ® 16" O.G. 6B 24"x24"x12" DEEP P. GONG. PAD FOOTING A5 PER U DETAIL 2/A-401. STRUCTURAL PERMAGAST COLUMN (5,000 L65): POURED CONCRETE AND STEEL REINFORCEMENT NOTE5: 7Pi STRUCTURAL SOUARE PERMAGAST COLUMN w/MIN. NEW 2"XIO" R.R. - 6,000 LBS LOAD SEARING CAPACITY. BEAM 1. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT ® I6" O.G. PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND COLUMN, AS PER MANUFACTURER SPECIFICATIONS. DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. Ask OPERMAGAST COLUMN FOOTING (PAD FT6.) ' a Q PERMAGAST COLUMN UPON 12"0 P. GONG. 50NOTUBE 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION V Qr SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR UPON 24"x24"xl2" DEEP P. GONG. FOOTING AS PER 0 0 ENTIRETY OF POUR. CONTACT ARCHITECT WHEN ATER DETAIL 6/A-401. W X= X ENCOUNTERED. iv cV.p 8G 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING AS PER DETAILS 6/A-401 3 a/A-401 (TYP) NEW 2'XIO R.R. p 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. TOP OF FOUND. WALL MAY BE STEPPED DOWN AS 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT O REO.D TO ACCOMMODATE GARAGE DOOR CLOSURE t 26 DAYS AND SHALL CONFORM TO THE CURRENT AGI 315 CODE. X DWELLING ENTRY (VERIFY DIM. IN FIELD) 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED N TYPICAL P. GONG. FOOTING 8 WALL CON5TRUGTIQN: CARBON STEEL ASTMA615 GRADE 60. WWM FOR SLABS DO NOT 10 o 2"x6" P.T. SILL PLATE w/ COPPER TERMITE SHIELD b NEED TO BE EPDXY COATED. SILL SEAL;2"x4" P.T. SILL PLATI'- ® LOWER SHELF. 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS • ANCHOR BOLTS AS PER PAGE 6-005 SHALL BE STA66ERED. NEW 2"XIO" R.R. Q • P. GONG. FOUND. WALL AS PER DETAILS 9/A-401 ® ® I6" O.G. BASEMENT, DETAIL 6/A-401 ® CRAWLSPAGE, 8 DETAIL 7• PROVIDE MECHANICAL DEVICES TO HOLD 5TEEL b HARDWARE IN 1/A-401 ® SLAB-ON-GRADE PLACE AT TIME OF POURING # MAINTAIN REOUIRED CLEARANCES, • P. GONG. FT6. AS PER DETAIL(S) NOTED 5EPARATEL-( COVERA6E5, AND PLUMBNESS. x • ASPHALTIC MASTIC DAMP PROOFIN6 TO EXTERIOR • S.O. FOOTING 5'-0" BELOW GRADE MIN. 5. CEMENT SHALL CONFORM TO A5TM 0-55 FOR STANDARD WEIGHT • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN CONCRETE. APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / p� STOOPS (WHEN APPLICABLE) a v a V • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET GONGETE - GOLD WEATHER POURING $ CONCRETE MIXTURE 130 FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) V I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF NEW ATTIC AGGE55 - PULL DOWN STAIR: CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE 4 II I. MIN. 550 # CAPACITY HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. u u 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x5019 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. 5. DBL. FRAMING WHEN NEW OPENING, U.O.N. < 4.WEATHERSTRIP AGGE55 OPENING b PROVIDE R-4Q 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL o INSULATION ABOVE w/WD. FR. (OR EW BAFFLE OR +x RETAINER TO PREVENT INSULATION FROM ENTERING CONFORM TO AGI 506. DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND (OMIT WHEN ATTIC, AGGE55 DOF-S NOT PENETRATE SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO THERMAL ENVELOPE OF BUILDING). TEMPERATURES WITHIN 10° F OF CONCRETE. 5. INSTALL AS PER MANU. SPEG.'s STILL NEED TO SIZE 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 5, IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. REMOVE AS REO'D. v Z 12 BEAM POCKET (TYP.) w 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE TYPICAL CLOSED FOUNDATION, PERMITTED WHEN NECESSARY. NEW 2"X6" R.R. - 71 NEW 2"XIO" R.R. p 13 ® PORCHES / PATIOS: U I. SEE NOTED DETAILS '7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55' F OR HIGHER �i k Q �v �>p 2. ALL HORZ. SURFACES SHALL BE PITCHED 0 1:46 AWAY AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. Q yP" R to FROM BUILDING _ Q 5. FOR SLABS ABUTTING FRAMING, INSTALL COPPER 6. CONCRETE SHALL BE ENTRAINED FOR ENTRAIN FOR GOLD WEATHER POURING. _N FLASHING FROM 12" ABOVE AND ADJACENT TO 5LAE3, BED ALL FLASHING IN ASPHALTIC MASTIC cl. NON-CHLORIDE,NON-CORROSIVE AGGELERANT ADMIXTURES ARE 4. PORCH / PATIO WALLS OF SEPARATE POURS SHALL PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 BE DOWELED w/ #5 ® 6" O.G. VE'.RTICAL TO EA. OTHER (A5TM 0444/04cl4M, TYPES G AND E). r _ (3) I.15" 11.815" LV1,,,fi AE DER _ Q O p 4 TO MAIN FOUND. p o 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT OR055 SECTIONAL A 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARZIN6 AREA5 EXCEED ONE 5GUARE INCH, v� �� N +��„ PROJECT: 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED Q NEWJ 2"X6" R.R. EXTENDED FRAMING TO ROOF RAFTERS: TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS a ®9 16" O.G. w O 0 �- 15 PROVIDE FRAMING EXTENDING FROM WALL, BEAM,OR LA U R E L AV E N U E REACHED A COMPRESSIVE STRENGTH OF 800 PSI. cV y `'� � O X= HEADER(BELOW) TO R.R (ABOVE). x NEW 2"X6" R.R. J 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. iv ® I6" O.G, w z ® LOT 3 8 X �N\ <� NEW 2 XIO R.R. 501L BEARING CAPACITY NOTE: NEW 2"® I6 l O.G.O" R.R. ® Ib" O.G. o < 1955 LAUREL AVENUE STRUCTURAL ME51ON OF FOOTIN65 A55UMES A SOIL BEARING CAPACITY OF 1.0 TON/S.F. SOUTHOLD, N.Y. 11971 r, -� DRAWING TITLE: a " PROPOSED STRUCTURAL PLAN � o NEW 2"XIO" R.R. NEW 2"XIO" R.R. (L ® ® 16" O.G. ® I6" O.G. d� O NEW 2"XIO" R.R. NEW 2"XIO" R.R. X O.G. 3: 0 PAGE: S-103m00 DATE: 01/19/24 15 OF 16 FROFOsE-l7 ROOF FRAM INO PLAN 5GALE: 1/4" = 1'-0" < T 0F C �0. f7.. Q 0 W Lu cu J cM Q +_' N tY C Lr) 4" FRESH AIR VENT C THROUGH ROOF >: I O N z 0i 3 I X N I O 0 4- i _c 0 mLL CC4 I � � 1 N O Q 1 I NOTE: Q R 2 O I PROVIDE "ABESGO FP2 �0 FR O ALL PLUMBING d V 0 FUEL CPAs WORK I EXPANDING FOAM" (OR EQUAL) SHALL CONFORM Q I AT ALL PENETRATIONS IM FIRE v TO LOCAL RATED WALLS AND k PLUMBING CODE d n FLOORS/CEILINGS. PRO[DUGT 4 FUEL CPAs W CONFORMS TO ASTM E 5>14, A5TM E 54, AND UL 14"Ia 1 1.►.I PROVIDE "ABESGO FP200 FR 2 _�1 LAUNDRY GL_ BATHROOM PWDR. ROOM BATHROOM __ ___ --r- --T---- BATHROOM EXPANDING FOAM" OR T AL AT ALL PENETRATIONS AT WALLS TJ70 _ AND FLOORS/CEILINGS. __ _ ------ - - ----- -T--- 1 1 1--- -------1 NQZ€ V --r------ T r I I I KITCHEN I NET BAR I I I j I ALL PLUMBING WORK 2.PRODUCT CONFORMS TO ASTM E r-——�———————T— I I I I I I I I I I I I SHALL CONFORM TO 514, A5TM E 54, AND UL 14-19 I 1 i LOCAL PLUMBING CODE: KITCHEN pp 2"1 1 2"1 2"1 2"f 2 I 2"1 1 12" 12" 2:1 2"I 2"I i I LIVING ROOM I INRu. II 1I III II 1 1 I1 I1 I I CLEAN T 0p T1 m ASREQD CPAS FIREPLACE 2 1 I I 12 I I 12 12„ I 1 1 '17 PROVIDE F.A.I. F I 1 I I I 1 1 N r 2" % I- I I 1 I- I 1- " 15HOWER I- i_ :� 1 14, 1_ , 1 isf-IowE �J SHOWER I I I DW I TUg RANGE VERIFY SIZE WASHER w/MANU. G.O. 2 3 3" 511 .21, 5 2 G.O. G.O. 4" 4" HOUSE W MAIN DRAIN C.O. L-1 F Q 4" TO SEPTIC w SYSTEM N :D N tl Q PROPOSED BURIED 1,0000 FURN. / PROPANE TANK x AIR HAND. FLUMB I NO R I SEF-2, - r7IiaA I N / NA5TE / TNT 50ALE: NT5 OAS R1 SER - SUFFLY 5GALE: NT5 z w U NOTE: ALL PLUMBING WORK SHALL CONFORM TO LOCAL PLUMBING CODE Fw- Q 0 u LEGEND HOT PROJECT: v ————— SUPPLY Q TER LAURELAVENUE -••—••_ � GOLD WATER SUPPLY LOT 3 PROVIDE "ABESCO FF200 FR EXPANDING FOAM" (OR EQUAL) AT ALL LAUNDRY GL. BATHROOM PWDR. ROOM BATHROOM KITCHEN WET BAR RATED WALLS PENETRATIONS IN FIRE D 1955 LAUREL AVENUE FLOORS/CEILINGS. PRODUCT CONFORMS TO ASTM E 514, SOUTHOLD, N.Y. 11971 A5TM E 54, AND UL 14111 O p p Q4 p� Q4 p p INTERIOR SHUT-OFF DRAWING TITLE: LL�- Q I I:4 I •Q 1 I:Q 0 I Q 14 I .� I .Q FOR HOSE BIB PLUMBING RISER DIAGRAMS IL Q qa 1 I I I Q4 I I 3 I ! I i I I I I I I 4a 44 tL I �� I Q� I �� v I �� U I Q4 I �� v 1 :x I �x I v I �3 I �� I p� I 31 Iv S 1 v �I v �I .v �I IV X1 .V 31 v �I .V 31 .V 3 13 3 NEW FREEZE PROOF H05E BIB GAS RISER DIAGRAM x x1 •v x I x I x1 .0 x I x I x I I I x I xl •U xl •O w/VACUUM BREAK FASTENED 'N I N iv1 I' 5HOWER N I :N m iV I N m ry1 I. SHOWER N I �� m (v I I iV I iV I m N I N I ryi �= iv1 �' SHOWER w/PIPE FASTENERS (PRECISE WASHER �I .N - QI :N D.W. - - - - �I .N TUB QI .N -I I -I I - I I - -I I -I I -I I I I - - LOCATION T.B.D. IN FIELD - L ----=----------i------ ------- ----= --- -=---------L - -----------1=--1-' ------J ----- - '--1 ----1 -- 1 - CONSULT W/OWNEf� L.._.._.._1._.._.._.._.._.._..1.._.._.._---i_.._.._.._.._..I.._.._.. -_.._.._i.._.._.._.._.._.._..L._-._-_.--i_.._.._.._,._..._.._..1.._.._r_.._.._.._..�_.._.._..--_.=i._.._.T_.._.._.-L—._.._.. -._ _-._..1.._.._ . I i— - PAGE: 1 i 01moo I _.._.._.._.._.._.._i TO STREET V I rHATER MAIN z ` m DATE: 01/19/24 16 OF 16 0 x f�;Ba ::...' . ®p Nle FLUME31NO R15ER - SUPPLY' 5GALE: NT5