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HomeMy WebLinkAbout50980-Z �o�,aof$ours°�o Town of Southold * P.O. Box 1179 {ol` 53095 Main Rd u►m oE't Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46921 Date: 03/19/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 550 Madison Ave Greenport, NY 11944 Sec/Block/Lot: 42.4-1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 04/15/2024 Pursuant to which Building Permit No. 50980 and dated: 07/24/2024 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 a covered front porch as applied for per ZBA #7848 dated 11/16/2023. The certificate is issued to: 67 Sound Cheshire LP Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-24-0812 6/18/2025 ELECTRICAL CERTIFICATE: 50980 7/15/2025 PLUMBERS CERTIFICATION: Richard J. Cannarella Inc 6/20/2025 utho Sign ur o�*Of Solo/ TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50980 Date: 07/24/2024 Permission is hereby granted to: 67 Sound Cheshire LP PO BOX 956 Southold, NY 11971 To: Construct a new single-family dwelling with HVAC as applied for per ZBA, DEC,Trustees and SCHD approvals. Amended 12-6-24 to include interior changes as well as window and door alterations. Premises Located at: 550 Madison Ave, Greenport, NY 11944 SCTM#42.4-1 Pursuant to application dated 04/15/2024 and approved by the Building Inspector. To expire on 01/23/2026. Contractors: Required Inspections: FOOTING/REBAR, FOUNDATION 1ST, FOUNDATION 2ND, FRAMING/STRAPPING , DRAINAGE, PLUMBING , ELECTRICAL-ROUGH, FIRE RESISTANT PENETRATION , FIRE RESISTENT CONSTRUCTION, INSULATION, ELECTRICAL- FINAL, FIRE SAFETY INSPECTION , FINAL, Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,011.00 CO-NEW DWELLING $100.00 ELECTRIC -Residential $275.00 Total S1,386.00 Building Inspector TOWN OF SOUTHOLD �SOFFO(�cOGy BUILDING DEPARTMENT .� TOWN CLERK'S OFFICE oy • ��' SOUTHOLD, NY o rs 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#: 50980 Date: 7/24/2024 Permission is hereby granted to: 67 Sound Chesire LP PO Box 966 Southold;NY 11971 To: Construct a new single-family dwelling with HVAC as applied for per ZBA, DEC, Trustees and SCHD approvals. At premises located at: 55-o 52e Madison Ave, Greenport SCTM # 473889 Sec/Block/Lot#42.-1-1 Pursuant to application dated 4/16/2024 and approved by the Building Inspector. To expire on 1/23/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,011.00 CO-NEW DWELLING $100.00 Total: $1,111.00 JA) Building Inspector OF SOUr��l h O Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 11971-0959 �y�OUNTY,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 67 Sound Chesire LP Address: 550 Madison Ave City: Greenport St: NY Zip: 11944 Building Permit#: 50980 Section: 42 Block: 1 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Vue Electric License No: 5230ME SITE DETAILS Office Use Only Indoor r— Basement F Service r Solar F Outdoor W 1st Floor P7' Pool r' Spa F Renovation F 2nd Floor �l Hot Tub 1-7 Generator F Survey r Attic Garage Battery Storage I M rl I' INVENTORY Service 1 ph Heat Duplec Recpt 34 Ceiling Fixtures 6 Bath Exhaust Fan 3 Service 3 ph F Hot Water 30A GFCI Recpt 4 Wall Fixtures $ Smoke Detectors Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 31 CO Detectors 5 Sub Panel A/C Blower 2 Range Recpt 50A Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt 309A Emergency Strobe Heat Detectors Disconnect 2 Switches 26 4'LED Exit Fixtures Other Equipment: Fridge, Hood, Oven, D/W, 200A Panel 42 Circuit/25 Used Notes: Two Story House w/ Crawl Space Inspector Signature: X Date: July 15, 2025 Sean Devlin Electrical Inspector sean.deviinCaD-town.southold.ny.us 550MadisonHouse Town Hall Annex ��� Gym ep (63 5-1802 54375 Main Road c P.O. Box 1179 ti 2 Southold, NY 11971-0959 W- ent G4 p!� Building o6par old ''ol * �`a, Town of So BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 6 Building Permit No. ® Owner: 67 'N e sl ire L P (Please print) Plumber: Ti uho-rd( � CO-AACW-eA leek. (y1L (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 day of , k)()e 201 o If Notary Public, County DARCEE AUFENANGER NOTARY PUBLIC,STATE OF NEW YORK Registration No.01A00019644 Qualified in Suffolk County Commission Expires January 9,2028 r OF SOUly�lo - - # # TOWN OF.SOUTHOLD BUILDING DEPT. �ycOU 631-765-1802 INSPECTION ' . [ 7FUNDATION 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: p exe-70P loo-k d U06J 1 G i21012 40AA Ivy - DATE INSPECTOR OF SOUIyo # # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION ' [ ] FOUNDATION 1ST/REBAR: [ ] ROUGH PLBG. [ ] F UNDATION 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 ARKS: G�WANnL m � DATE INSPECTOR OF SOUIy� . ` `.TOWN OF SOUTHOLD BUILDING DEPT. coufml'i� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/REBAR [l_,�O UGH 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: eouqA /vm b/ la�s O DATE -aa_a - INSPECTOR — OE SOUTyo� # # .TOWN OF .SOUTHOLD BUILDING DEPT. CCU 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ rlN UGH PLBG.FOUNDATION 2ND. [ ULATION/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: 90 smtw�L r"*1 R aq. J Ins W b� I vV U�Z DATE . INSPECTO SOUTyOIo 61 / g0 V�o �{��(� J h W # TOWN OF SOUTHOLD BUILDING DEPT. o m� 631-765-1802 - INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]- INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 0a ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: N I DATE INSPECTOR hO�aOF SO(/T�OIo 56 ct # # TOWN OF SOUTHOLD BUILDING DEPT. 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) [x] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL rARKS: Aft k0 G cfr 0 0 � �'!, AZT! c � T® Se. 6a a be 0-:1 - �ee mia�5 a�. ol"!;60 n n&'n4 � t so-,r o �c;e (vuA DATE 5 INSPECTOR Lw4-.,d4& r OF SOl/Tyo� TOWN OF SOUTHOLD BUILDING-DEPT. : MurmN� 631-765-1802 INSPECTION [. -] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING]STRAPPING [ FINAL /Jb [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: C91ZQm u,. 5-ugum 4om 0 oWcv 300e, uI 's ,a," AtAu6AJ4.r. Cam I ns -ri2vSs rfaC.4 F O _- �ne� C.Q.,yl-►�cad. � ,���( - �l eel-,�.+c�Q c�G�_ - u bi � lgeAL c 'Fi eus Qes C Cod, soil _e>"a-bufio-, DATE ���p�9,S- - INSPECTOR OF SOUIyOIo — # # TOWN F SOUTHOLD BUILDING DEPT. ^ourm,�`' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]. FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)jfjWA'L%- [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: 0M COW- J r e kma al I - U tff cn� 1 aceIct el,1 S `r a ` v r DATE INSPECTOR S�►NCHEZ COMMERCIAL AND RESIDENTIAL Fiberglass&Spray Foam Insulation INSULATION July 28,2025 L I U L RE: Daniel Marra 550 Madison Ave JUL 2 8 2025 Greenport,NY Permit#: 50980 Bugldinq F)epartment Town of Scu'Uhold To Whom It May Concern: I, Jorge Sanchez,would like to inform that Sanchez Insulation Inc. has performed insulation work at the above-mentioned address. The following items were insulated: 10-inch open cell equivalent to R38 batt insulation was used to insulate the attic rafters. 6-inch open cell equivalent to R21 batt insulation was used to insulate the attic knee walls and blocking. R21 batt insulation was used to insulate the exterior walls.RI batt insulation was used to insulate the crawlspace ceiling. 2-inch close cell equivalent to RI batt insulation was used to insulate the crawlspace exterior walls. The spray foam which is exposed around the units was applied with DC315 ignition barrier which meets or exceeds the 15 minutes requirements set forth by the code. This job also includes fire caulking and airseal. This job follows the approved plans from the town. If there are any further questions,please feel free to contact me at(631) 960-8700. Sincerely, ami, Jorg Sanchez Vice-President 1614 Manatuck Blvd Bay Shore, NY 11706 CELL 631 . 960 . 8700 OFFICE 631 . 665 . 1353 FAX 631 . 617 . 5977 soy 8a C La # U E 0:(631)-626-3759•C:(631)-310-2147 APEX •ApexEnergyRatingsNY@Gmail.com ENERGY RATINGS JUN 1 8 2025 0 Duct&Envelope T f&n mpJWce Report Aligned mitb 2018IECC,as amended by the 2020 e#lnoP�. t l�hp}dement(Sections R402.4.1.2&R403.3.4) General Information Test Address:550 Madison Avenue Completed By:Marvin Murillo HERS Rater ID#:1377176 Greenport,NY 11944 APEX Energy Ratings NY RESNET Rater ID#: Test Date:June 7,2025 228 Park Ave S#617693 BPI#: Permit#:50980 New York,NY 10003 RFI#(if applicable): Compliance Pathway:Performance Building Envelope Tightness Volume Calculation Check if applicable: Floor Area Volume Crawl 732 2,708 ❑ Conditioned Basement 1st Floor 732 6,588 Conditioned Crawlspace ❑✓ Sealed Attic 2nd Floor 732 6,588 Attic 2,133 Testing Equipment: Total Volume: 18,017 Blower Door Model:Model 3110V Fan CFM @ 50 Pa: 737.6 ACH50 @ 50 Pa: 2.46 Duct Tester Model:DG1000-15924 Code Compliance: Pass Last Calibration Date:February 14, 2024 Duct Tightness System 1:1st Floor System 1:2nd Floor Type of Duct Test: Duct Location:Conditioned Crawlspace Duct Location:Sealed Attic Floor area served(fe):732 Floor area served(ftz):732 ❑ Rough-in with air handler Leakage @ 25 Pa(CFM):N/A Leakage @ 25 Pa(CFM):N/A ❑ Rough-in without air handler Leakage(CFM/100fe):N/A Leakage(CFM/100ft2):N/A Post-construction Code Compliance:Exempt Code Compliance:Exempt Envelope tightness was tested and verified in compliance with RESNET/ICC 380,ASTM E779,or ASTM E1827,in I ordance th the 2018 IRC and the 2020 New York State Supplement(Section R402.4.1.2).Duct system leakage was verified in accordanwith 018 IECC,as amended by the 2020 New York State Supplement(Section R403.3A). _� Signature: b4wn Mun o,APEX Energy Ratings NY HVAC Load Calculations for Marc Rishe 520 (West) Madison Ave Greenport NY 11944 we VIVAC AC: LoADs Prepared By: Matthew Wynne Aberdeen Building Consulting PO Box 62 Brightwaters NY 11718 631-969-9860 Friday,January 5,2024 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. r Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting BayShore,NY°11706 Page 2 Load Preview Report SYS SYS SYs Hasl Net Rec� v Sen Net SanLoss Htg Clg Act Scope AED Ton Ton /fon on Area Gain Gainajn Gain Lis CFM CFM CFM Building 1.59 1.74 932 1,621 15,655 3,451 19,106 34,705 398 674 674 System 1 1st Fl Yes 0.96 0.99 990 979 8,901 2,630 11,531 23,982 285 386 386 Veniilallon 428 821 1,249 2,041 30 30 30 Supply Duct Latent 1,006 1,006 Return Duct 3 3 5 14 Zone 1 979 8,471 800 9,271 21,928 285 386 386 1-1stFloor 979 8,471 800 9,271 21,928 285 386 386 System 2 2nd FI No 0.63 0.75 856 642 6,753 821 7,575 10,723 113 288 288 Ventilalon 428 821 1R49 2,041 30 3& 30 Zone 1 642 6,325 0 6,325 8,682 113 288 288 2-2nd R Bedroom 1 199 2,249 0 2249 2,558 33 102 102 3-2nd FI Bath 2/Hall/Stairs 156 814 0 814 1,777 23 37 37 4-2nd FI Bathroom 1 52 662 0 662 913 12 30 30 5-2nd Fl Bedroom 2 120 1,147 0 1,147 1,661 22 52 52 6-2nd FI Bedroom 3 115 1,454 0 1,454 1,773 23 66 66 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\520W Madison Ave.rh9 Friday,January 5, 2024, 9:40 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Pa e 3 Bay Shore,NY 11706 ■ - _ t - 1st FI - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 15,000 10,000 3 m C Cz 0 25.8% Diff.from Avg. 5,000 ICI 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 HAS ADEQUATE EXPOSURE DIVERSITY. System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 25.8%. AED Excursion (amount by which peak exceeds 1.3 x average): 0 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\520W Madison Ave.rh9 Friday, January 5, 2024, 9:40 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Bay Shore,NY_11706 _ ■ Pie 4 System 2 - 2nd FI - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 10,000 8.000 6,000 00 39.1% Diff. from Avg. (325 Btuh Excursion) c 4,000 = I 2,000 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 39.1%. AED Excursion (amount by which peak exceeds 1.3 x average): 325 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\520W Madison Ave.rh9 Friday, January 5, 2024, 9:40 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting i Bay Shore,NY 11706 Page 5 Total Building Summary Loads ComDescription onent Area Sen t Total Sen ption Quan Loss Gain Gain_ Gain j 102:Glazing-French door, .28/.32, U-value 0.32, SHGC 80 1,587 0 951 951 0.4 A: Glazing-.28/.32, U-value 0.32, SHGC 0.4 120.3 2,384 0 3,309 3,309 B: Glazing-.28/.32, U-value 0.32, SHGC 0.4 17.1 338 0 716 716 C: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 9.6 190 0 401 401 D: Glazing- 34.6 686 0 411 411 E: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 32 634 0 805 805 F: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 14.2 282 0 383 383 FT: Glazing-.28/.32, U-value 0.32, SHGC 0.4 7.1 141 0 85 85 101: Door-R5 Door, U-value 0.2 24 298 0 115 115 R21: Wall-Frame, Custom, R21 Frame, U-value 0.067 1576.2 6,548 0 2,335 2,335 R49 in rafters: Roof/Ceiling-Roof Joists Between Roof 642.2 2,189 0 1,342 1,342 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, R49 in rafters, U-value 0.055 R30 open crawl: Floor-Over open crawl space or garage, 978.7 3,155 0 407 407 Custom, R30 open crawl, U-value 0.052 Subtotals for structure: 18,432 0 11,260 11,260 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 8,134 1,008 2,294 3,302 Infiltration: Winter CFM: 60, Summer CFM:0 4,057 0 0 0 Ventilation: Winter CFM: 60, Summer CFM: 60 4,082 1,643 856 2,499 AED Excursion: 0 0 325 325 Total Building Load Totals: 34,705 3,451 15,655 19,106 Check Figures Total Building Supply CFM: 674 CFM Per Square ft.: 0.416 Square ft. of Room Area: 1,621 Square ft. Per Ton: 932 Volume (ft3): 13,945 Building Loads Total Heating Required Including Ventilation Air: 34,705 Btuh 34.705 MBH Total Sensible Gain: 15,655 Btuh 82 % Total Latent Gain: 3,451 Btuh 18 % Total Cooling Required Including Ventilation Air: 19,106 Btuh 1.59 Tons (Based On Sensible + Latent) 1.74 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\520W Madison Ave.rh9 Friday, January 5, 2024, 9:40 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Developme�Inc.Aberdeen Building Consulting Bay Shore,NY 11706 Building Bar Graph 10,000 8,000 6,000 Building Loss 34,705 4,000 Btu h 2,000 Floor 9% Wall 19% Door 1% Infiltration 12% Roof 6% Glass 18% Ductwork 23%Ventilation 12% 8,000 6,000 Building 4,000 Gain 19,106 Btu h 2,000 Floor 2% Wall 12% Door 1% Ductwork 17% AED Excursion 2% Roof 7% Glass 37% People 9% Ventilation 13% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\520W Madison Ave.rh9 Friday, January 5, 2024, 9:40 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Bay Shore,NY 11706 ® Page 7 System 1 1st F/ Summary Loads Component Area Sen Lat Sen Total Description Ouan Loss Gain Gain Gain 102: Glazing-French door, .28/ .32, U-value 0.32, SHGC 80 1,587 0 951 951 0.4 A: Glazing- 60.2 1,192 0 1,429 1,429 B: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 8.5 169 0 358 358 C: Glazing-.28/.32, U-value 0.32, SHGC 0.4 9.6 190 0 401 401 D: Glazing- 34.6 686 0 411 411 101: Door-R5 Door, U-value 0.2 24 298 0 115 115 R21: Wall-Frame, Custom, R21 Frame, U-value 0.067 801.6 3,330 0 1,188 1,188 R30 open crawl: Floor-Over open crawl space or garage, 978.7 3,155 0 407 407 Custom, R30 open crawl, U-value 0.052 Subtotals for structure: 10,607 0 5,260 5,260 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 8,134 1,008 2,294 3,302 Infiltration: Winter CFM:47, Summer CFM:0 3,200 0 0 0 Ventilation: Winter CFM: 30, Summer CFM: 30 2,041 821 428 1,249 System 1 1st FI Load Totals: 23,982 2,630 8,901 11,531 TFREK'Mures Supply CFM: 386 CFM Per Square ft.: 0.394 Square ft. of Room Area: 979 Square ft. Per Ton: 990 Volume (ft'): 8,808 System Loads Total Heating Required Including Ventilation Air: 23,982 Btuh 23.982 MBH Total Sensible Gain: 8,901 Btuh 77 % Total Latent Gain: 2,630 Btuh 23 % Total Cooling Required Including Ventilation Air: 11,531 Btuh 0.96 Tons (Based On Sensible + Latent) 0.99 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\520W Madison Ave.rh9 Friday, January 5, 2024, 9:40 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Bay Shore,NY 11706 Page 8 System 2 2nd FI Summary Loads Component Area Sen Lat Sen Total Description Quan Loss _ Gain Gain Gain E: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 32 634 0 805 805 A: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 60.2 1,192 0 1,880 1,880 F: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 14.2 282 0 383 383 FT: Glazing-.28/.32, U-value 0.32, SHGC 0.4 7.1 141 0 85 85 B: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 8.5 169 0 358 358 R21: Wall-Frame, Custom, R21 Frame, U-value 0.067 774.6 3,218 0 1,147 1,147 R49 in rafters: Roof/Ceiling-Roof Joists Between Roof 642.2 2,189 0 1,342 1,342 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, R49 in rafters, U-value 0.055 Subtotals for structure: 7,825 0 6,000 6,000 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 13, Summer CFM: 0 857 0 0 0 Ventilation: Winter CFM: 30, Summer CFM: 30 2,041 821 428 1,249 AED Excursion: 0 0 325 325 System 2 2nd A Load Totals: 10,723 821 6,753 7,575 Check Figures Supply CFM: 288 CFM Per Square ft.: 0.449 Square ft. of Room Area: 642 Square ft. Per Ton: 856 Volume (ft3): 5,137 System Loads — Total Heating Required Including Ventilation Air: 10,723 Btuh 10.723 MBH Total Sensible Gain: 6,753 Btuh 89 % Total Latent Gain: 821 Btuh 11 % Total Cooling Required Including Ventilation Air: 7,575 Btuh 0.63 Tons (Based On Sensible + Latent) 0.75 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\520W Madison Ave.rh9 Friday, January 5, 2024, 9:40 AM Frr.deen hvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Building Consulting ore,NY 11706 Pa e 9 System 1 1st FI Bar Graph ' ' 10,000 8,000 System 6,000 1 1st FI Loss 4,000 23,982 Btuh 2,000 o -- - Floor 13% Glass 16% Ductwork 34% Ventilation 9% Wall 14% Door 1% Infiltration 13% 4,000 3,000 System 1 1 st FI 2,000 Gain 11 ,531 Btu h 1,000 Floor 4% Glass 31% People 15% Ventilation 11% Wall 10% Door 1% Ductwork 29% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\520W Madison Ave.rh9 Friday, January 5, 2024, 9:40 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Bay Shore,NY 11706 _ _ __ - Page 10 System 2 2nd F1 Bar Graph 4,000 3,000 System 2 2nd 2,000 FI Loss 10,723 Btu h 1,000 o - - - - - - - Roof 20% Glass 23% Ventilation 19% Wall 30% Infiltration 8% 4,000 3,000 System 2 2nd 2,000 FI Gain 7,575 Btu h 1,000 o Roof 18% Glass 46% AED Excursion 4% Wall 15% Ventilation 16% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\520W Madison Ave.rh9 Friday, January 5, 2024, 9:40 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Bay Shore,NY 11706 Page 11 Manual S Performance Data - System 1 - 1st FI J Loads and Design Conditions - - -� Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 8.901 Outdoor Wet Bulb: 71 Latent Gain: 2.630 Indoor Dry Bulb: 70 Total Gain: 11.531 Indoor RH: 50 Load SHR: 0.77 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 23.982 Indoor Dry Bulb: 72 Entering Dry Bulb: 65.4 Indoor RH: 30 Supply Airflow: 285 Equipment Performance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Nominal Capacity: 24.000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 18.000 8.901 202% Latent Capacity: 6.000 2.630 228% Total Capacity: 24.000 11.531 208% Heating: Model Type: Hydronic Air Handler, Model: , Nominal Capacity: 24.000, Manufacturer: RHEEM Results: Percent Load of Load Heating Capacity: 24.000 23.982 100% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\520W Madison Ave.rh9 Friday, January 5, 2024, 9:40 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Bay Shore,NY 11706 Page 12 Manual S Performance Data - System 2 - 2nd FI Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 6.753 Outdoor Wet Bulb: 71 Latent Gain: 0.821 Indoor Dry Bulb: 70 Total Gain: 7.575 Indoor RH: 50 Load SHR: 0.89 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 10.723 Indoor Dry Bulb: 72 Entering Dry Bulb: 55.5 Indoor RH: 30 Supply Airflow: 113 Equipment Performance Data at System Design Conditions j Cooling: Model Type: Standard Air Conditioner, Nominal Capacity: 24.000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 18.000 6.753 267% Latent Capacity: 6.000 0.821 730% Total Capacity: 24.000 7.575 317% Heating: Model Type: Hydronic Air Handler, Model: , Nominal Capacity: 24.000, Manufacturer: RHEEM Results: Percent Load of Load Heating Capacity: 24.000 10.723 224% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\520W Madison Ave.rh9 Friday, January 5, 2024, 9:40 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Bay Shore,NY 11706 Page 13 System 1 - Hourly Room Net Gain System 1 Hourly Room Net Gain 11,000 .................. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10,000 .......... . . . . . . . . . . . . .. . . .. . . . .. . .. . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . s r 2 m 9,000 ..... ..... . . . .... ...... . . .. .... . . . .. . . . ............. . ...... . .. .. . m z 8.000.. . . . ...... . . . . .... . . . ........ . .. . . .... ... . . ....... .... . . . ....... .... .. . ... . .. . .. .. .. .. . . . ..... 7,000 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 �— 1 st Roor(380N 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. II C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\520W Madison Ave.rh9 Friday, January 5, 2024, 9:40 AM Rhvac-Residential&Light Commercial HVAC Loads ■ Elite Software Development Inc. Aberdeen Building Consulting I Bay Shore,NY 11706 � -- j System 2 - Hourly Room Net Gain - System 2 Hourly Room Net Gain 3,200 ...................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . 3,000 ......... . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2,800 . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2,600 ................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... 2,400 ................. ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2,200................................... . ............. . . . 2,000 .................. . .......... . ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r 1,800 .... .. .... ............. .................... ..... .... .... . . .. .. . . ................ .......... ... c 1,600 .............. ...................... ............ . ............ .. . ........... . . .... ....... . . . .. 1,400 ..... ............... ................. ..................... ............... . 1,200 ..... ....... ............. .................... . . . ...... .... ......................... 1,000 .. .... . ...... . . . .. ... . ........ . ........ . . .... . . . . . . . . . . . . . . . .. .. ....... ..... . . . . . . .. ..... . .. .. 800 ....... ...... . . . I . . . .. . . ... . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . .. 600 ....... ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ........... . . . . . . . . . . . . . . . . . . . . . . . . . .. ..... 400 ....... ... ............ . ... . . . . . . . . . . . . . - . . ........................ . . . .... ... . . .. ..... 200 - 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 �— 2nd R Bedroom 1 (649/4 ---t- 2nd R Bath 2/ Hall/ Stairs(21°/4 2nd Fl Bathroom 1 (54°/a ---�— 2nd R Bedroom 2(539/4 2nd R Bedroom 3(640/a 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\520W Madison Ave.rh9 Friday, January 5, 2024, 9:40 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Bay Shore,NY 11706 ■ Pa a 15 j System 1, Zone 1 Summary Loads (Average Load Procedure for Roo Component Area Sen Lat Sen Total Description - Quan Loss Gain Gain Gain 102: Glazing-French door, .28/ .32, U-value 0.32, SHGC 80 1,587 0 951 951 0.4 A: Glazing- 60.2 1,192 0 1,429 1,429 B: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 8.5 169 0 358 358 C: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 9.6 190 0 401 401 D: Glazing- 34.6 686 0 411 411 101: Door-R5 Door, U-value 0.2 24 298 0 115 115 R21: Wall-Frame, Custom, R21 Frame, U-value 0.067 801.6 3,330 0 1,188 1,188 R30 open crawl: Floor-Over open crawl space or garage, 978.7 3,155 0 407 407 Custom, R30 open crawl, U-value 0.052 Subtotals for structure: 10,607 0 5,260 5,260 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 8,121 0 2,291 2,291 Infiltration: Winter CFM:47, Summer CFM: 0 3,200 0 0 0 System 1, Zone 1 Load Totals: 21,928 800 8,471 9,271 Check Figures Supply CFM: 386 CFM Per Square ft.: 0.394 Square ft. of Room Area: 979 Square ft. Per Ton: 1,253 Volume (ft3): 8,808 Zone Loads Total Heating Required: 21,928 Btuh 21.928 MBH Total Sensible Gain: 8,471 Btuh 91 % Total Latent Gain: 800 Btuh 9 % Total Cooling Required: 9,271 Btuh 0.77 Tons (Based On Sensible + Latent) 0.78 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\520W Madison Ave.rh9 Friday, January 5, 2024, 9:40 AM Rhvac-Residential&Light Commercial HVAC Loads Elite software Development,Inc. Aberdeen Building Consulting Bay Shore,NY 11706 ■ Pa a 16 System 2, Zone 1 Summar)�Loads (Average Load Procedure for Rooms) Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain E: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 32 634 0 805 805 A: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 60.2 1,192 0 1,880 1,880 F: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 14.2 282 0 383 383 FT: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 7.1 141 0 85 85 B: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 8.5 169 0 358 358 R21: Wall-Frame, Custom, R21 Frame, U-value 0.067 774.6 3,218 0 1,147 1,147 R49 in rafters: Roof/Ceiling-Roof Joists Between Roof 642.2 2,189 0 1,342 1,342 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, R49 in rafters, U-value 0.055 Subtotals for structure: 7,825 0 6,000 6,000 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 13, Summer CFM: 0 857 0 0 0 System 2, Zone 1 Load Totals: 8,682 0 6,325 6,325 Check Figures Supply CFM: 288 CFM Per Square ft.: 0.449 Square ft. of Room Area: 642 Square ft. Per Ton: 1,218 Volume (ft3): 5,137 Zone Loads Total Heating Required: 8,682 Btuh 8.682 MBH Total Sensible Gain: 6,325 Btuh 100 % Total Latent Gain: 0 Btuh 0 % Total Cooling Required: 6,325 Btuh 0.53 Tons (Based On Sensible + Latent) 0.53 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\520W Madison Ave.rh9 Friday, January 5, 2024, 9:40 AM Rhvac-Residential&Light Commercial HVAC Loads ■ Elite Software Development,Inc. Aberdeen Building Consulting Bay_Shore,NY 11706 Pie 17 System 1, Zone 1 Bar Graph - 10,000 8,000 System 6,000 1 , Zone 1 Loss 4,000 21 ,928 Btuh 2,000 o -- - - Floor 14% Glass 17% Ductwork 37% Wall 15% Door 1% Infiltration 15% 4,000 3,000 System 1 , Zone 2,000 1 Gain 9,271 Btuh 1,000 - - Floor 4% Glass 38% People 19% Wall 13% Door 1% Ductwork 25% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\520W Madison Ave.rh9 Friday,January 5, 2024, 9:40 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Bay Shore,NY 11706 Page 18 System 2, Zone 1 Bar Graph 4,000 3,000 System 2, Zone 1 2,000 Loss 8,682 Btuh 1 ,000 Roof 25% Wall 37% Glass 28% Infiltration 10% 4,000 3,000 System 2, Zone 2,000 1 Gain 6,325 Btu 1 ,000 Roof 21% Glass 56% Wall 18% AED Excursion 5% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\520W Madison Ave.rh9 Friday, January 5, 2024, 9:40 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Ann. Aberdeen Building Consulting Bay Shore,NY 11706 ■ Page 19 Detailed Room Loads - Room 1 - 1st Floor (Average Load Procedure) General - Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 33.1 ft. System Number: 1 Room Width: 29.6 ft. Zone Number: 1 Area: 978.7 sq.ft. Supply Air: 386 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.6 AC/hr Volume: 8,808 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 30 CFM Runout Air: 96 CFM Percent of Supply.: 8 % Runout Duct Size: 6 in. Actual Summer Vent.: 30 CFM Runout Air Velocity: 491 ft./min. Percent of Supply: 8 % Runout Air Velocity: 491 ft./min. Actual Winter Infil.: 47 CFM Actual Loss: 0.156 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen CI , Description Quantity Value HTM Loss H N -Wall-R21 29.6 X 9 151.6 0.067 4.2 630 1.5 0 225 S-Wall-R21 29.6 X 9 236.2 0.067 4.2 981 1.5 0 350 W -Wall-R21 27 X 9 185.8 0.067 4.2 772 1.5 0 275 E -Wall-R21 27 X 9 228 0.067 4.2 947 1.5 0 338 W -Door-101 3 X 8 24 0.200 12.4 298 4.8 0 115 i N -GIs-102 shgc-0.4 100%S 80 0.320 19.8 1,587 11.9 0 951 S-GIs-A shgc-0.4 0%S (2) 30.1 0.320 19.8 596 20.6 0 620 W -GIs-A shgc-0.4 100%S 15 0.320 19.8 298 11.9 0 179 W -GIs-B shgc-0.4 0%S 8.5 0.320 19.8 169 41.9 0 358 W -GIs-C shgc-0.4 0%S 9.6 0.320 19.8 190 41.9 0 401 E -GIs-A shgc-0.4 0%S 15 0.320 19.8 298 41.9 0 630 N -GIs-D shgc-0.4 100%S 34.6 0.320 19.8 686 11.9 0 411 Floor-R30 open crawl 29.6 X 33.1 978.7 0.052 3.2 3,155 0.4 0 407 Subtotals for Structure: 10,607 0 5,260 Infil.: Win.: 47.0, Sum.: 0.0 1,018 3.142 3,200 0.000 0 0 Ductwork: 8,121 2,291 i People: 200 lat/per, 230 sen/per: 4 800 920 Room Totals: 21,928 800 8,471 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\520W Madison Ave.rh9 Friday, January 5, 2024, 9:40 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Bay Shore,NY 11706 ■ Page 20 Detailed Room Loads - Room 2 - 2nd FI Bedroom 1 (Average Load Procedure)__ General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.8 ft. System Number: 2 Room Width: 15.5 ft. Zone Number: 1 Area: 198.9 sq.ft. Supply Air: 102 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.9 AC/hr Volume: 1,591 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 9 CFM Runout Air: 102 CFM Percent of Supply.: 9 % Runout Duct Size: 6 in. Actual Summer Vent.: 11 CFM Runout Air Velocity: 522 ft./min. Percent of Supply: 10 % Runout Air Velocity: 522 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.176 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-R21 15.5 X 8 108 0.067 4.2 449 1.5 0 160 W -Wall-R21 12.8 X 8 72.6 0.067 4.2 301 1.5 0 107 N -GIs-E shgc-0.4 100%S 16 0.320 19.8 317 11.9 0 190 W -GIs-A shgc-0.4 0%S (2) 30.1 0.320 19.8 596 41.9 0 1,260 UP-Roof-R49 in rafters 12.8 X 15.5 198.9 0.055 3.4 678 2.1 0 416 Subtotals for Structure: 2,341 0 2,133 Infil.: Win.: 3.2, Sum.: 0.0 227 0.957 217 0.000 0 0 AED Excursion: 116 Room Totals: 2,558 0 2,249 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\520W Madison Ave.rh9 Friday, January 5, 2024, 9:40 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inca Aberdeen Building Consulting Bay Shore,NY 11706 Page 21 Detailed Room Loads - Room 3 - 2nd FI Bath 2/Hall/Stairs (Average Load Procedure) General - Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.5 ft. System Number: 2 Room Width: 12.5 ft. Zone Number: 1 Area: 156.3 sq.ft. Supply Air: 37 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.8 AC/hr Volume: 1,250 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 6 CFM Runout Air: 37 CFM Percent of Supply.: 17 % Runout Duct Size: 4 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 425 ft./min. Percent of Supply: 10 % Runout Air Velocity: 425 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.207 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Cig Lat Sen Descri tion Quantity Value HTM Loss HTM Gain Gain N -Wall-R21 12.5 X 8 85.8 0.067 4.2 356 1.5 0 127 i E -Wall-R21 12.5 X 8 100 0.067 4.2 415 1.5 0 148 N -GIs-F shgc-0.4 100%S 7.1 0.320 19.8 141 12.0 0 85 N -GIs-FT shgc-0.4 100%S 7.1 0.320 19.8 141 12.0 0 85 UP-Roof-R49 in rafters 12.5 X 12.5 156.2 0.055 3.4 533 2.1 0 327 Subtotals for Structure: 1,586 0 772 Infil.: Win.: 2.8, Sum.: 0.0 200 0.955 191 0.000 0 0 AED Excursion: 42 Room Totals: 1,777 0 814 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\520W Madison Ave.rh9 Friday, January 5, 2024, 9:40 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Bay Shore,NY 11706 ■ Page 22 Detailed Room Loads - Room 4 - 2nd FI Bathroom 1 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 5.8 ft. System Number: 2 Room Width: 9.0 ft. Zone Number: 1 Area: 51.8 sq.ft. Supply Air: 30 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.4 AC/hr Volume: 414 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Runout Air: 30 CFM Percent of Supply.: 10 % Runout Duct Size: 4 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 346 ft./min. Percent of Supply: 10 % Runout Air Velocity: 346 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.138 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantity Value HTM Loss _ HTM Gain Gain W -Wall-R21 9 X 8 63.5 0.067 4.2 264 1.5 0 94 S-Wall-R21 5.8 X 8 46 0.067 4.2 191 1.5 0 68 W -GIs-B shgc-0.4 0%S 8.5 0.320 19.8 169 41.9 0 358 UP-Roof-R49 in rafters 5.8 X 9 51.8 0.055 3.4 176 2.1 0 108 Subtotals for Structure: 800 0 628 Infil.: Win.: 1.7, Sum.: 0.0 118 0.958 113 0.000 0 0 AED Excursion: 34 Room Totals: 913 0 662 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\520W Madison Ave.rh9 Friday, January 5, 2024, 9:40 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Bay Shore,NY 11706 Page 23 Detailed Room Loads - Room 5 - 2nd FI Bedroom 2 (Average Load Procedure) General - — - — — Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.8 ft. System Number: 2 Room Width: 9.3 ft. Zone Number: 1 Area: 119.8 sq.ft. Supply Air: 52 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.3 AC/hr Volume: 958 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 6 CFM Runout Air: 52 CFM Percent of Supply.: 11 % Runout Duct Size: 4 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 599 ft./min. Percent of Supply: 10 % Runout Air Velocity: 599 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.407 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W -Wall-R21 9.3 X 8 67.6 0.067 4.2 281 1.5 0 100 S-Wall-R21 12.8 X 8 87.6 0.067 4.2 364 1.5 0 130 W -GIs-F shgc-0.4 0%S 7.1 0.320 19.8 141 41.9 0 298 S-GIs-A shgc-0.4 0%S 15 0.320 19.8 298 20.6 0 310 UP-Roof-R49 in rafters 12.8 X 9.3 119.8 0.055 3.4 408 2.1 0 250 Subtotals for Structure: 1,492 0 1,088 Infil.: Win.: 2.5, Sum.: 0.0 177 0.953 169 0.000 0 0 AED Excursion: 59 Room Totals: 1,661 0 1,147 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\520W Madison Ave.rh9 Friday, January 5, 2024, 9:40 AM Rhvac---Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Bay Shore,NY 11706 ■ Pale 24 Detailed Room Loads - Room 6 - 2nd F1 Bedroom 3(Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 12.8 ft. System Number: 2 Room Width: 9.0 ft. Zone Number: 1 Area: 115.5 sq.ft. Supply Air: 66 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.3 AC/hr Volume: 924 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 6 CFM Runout Air: 66 CFM Percent of Supply.: 9 % i Runout Duct Size: 5 in. Actual Summer Vent.: 7 CFM Runout Air Velocity: 486 ft./min. Percent of Supply: 10 % Runout Air Velocity: 486 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.197 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantily_ Value HTM Loss HTM Gain Gain E -Wall-R21 9 X 8 56 0.067 4.2 233 1.5 0 83 S-Wall-R21 12.8 X 8 87.6 0.067 4.2 364 1.5 0 130 E -GIs-E shgc-0.4 11%S 16 0.320 19.8 317 38.4 0 615 S -GIs-A shgc-0.4 0%S 15 0.320 19.8 298 20.6 0 310 UP-Roof-R49 in rafters 12.8 X 9 115.5 0.055 3.4 394 2.1 0 241 Subtotals for Structure: 1,606 0 1,379 Infil.: Win.: 2.5, Sum.: 0.0 175 0.956 167 0.000 0 0 AED Excursion: 75 Room Totals: 1,773 0 1,454 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\520W Madison Ave.rh9 Friday, January 5, 2024, 9:40 AM Rhvac--Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Bay Shore,NY 11706 Page 25 Room Cooling and Heating Loads Bar Graphs _- 1 st Floor Cooling 2nd FI Bedroom 1 2nd FI Bath 2/Hall/Stairs 2nd FI Bathroom 1 2nd FI Bedroom 2 Heating 2nd FI Bedroom 3 0 5,000 10,000 15,000 20,000 25,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\520W Madison Ave.rh9 Friday, January 5, 2024, 9:40 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Bay Shore,NY 11706 Page 26 Room Cooling Loads Bar Graphs 1 st Floor Sensible 2nd FI Bedroom 1 2nd FI Bath 2/Hall/Stairs 2nd FI Bathroom 1 II j I� 2nd FI Bedroom 2 Latent 2nd FI Bedroom 3 0 2,000 4,000 6,000 8,000 10,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\520W Madison Ave.rh9 Friday, January 5, 2024, 9:40 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Bay Shore,NY 11706 Page 27 System 1 Room Load Summary Htg Min Run Run Clg Clg Min Act! Room Area Sens Htg Duct Duct Sens Lat Clg Sys j No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 1 st Floor 979 21,928 285 4-6 491 8,471 800 386 386 Ventilation 2,041 428 821 Duct Latent 1,006 Return Duct 14 3 3 System 1 total 979 23,982 285 8,901 2,630 386 386 System 1 Main Trunk Size: 9x9 in. Velocity: 686 ft./min Loss per 100 ft.: 0.123 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 0.96 77%/23% 8,901 2,630 11,531 Recommended: 0.99 75%/25% 8,901 2,967 11,869 Actual: 2.00 75%/25% 18,000 6,000 24,000 j Equipment Data Heating System Cooling System Type: None Standard Air Conditioner Model: Indoor Model: Brand: RHEEM Description: Hydronic forced air Efficiency: 0 16 SEER Sound: 0 0 Capacity: 24,000 Btuh 24,000 Btuh Adjusted Capacity: n/a 24,000 Btuh Sensible Capacity: n/a 18,000 Btuh Adjusted Sensible Capacity: n/a 18,000 Btuh Latent Capacity: n/a 6,000 Btuh Adjusted Latent Capacity: n/a 6,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\520W Madison Ave.rh9 Friday, January 5, 2024, 9:40 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Bay Shore NY 11706 Page 28 - - - - --- - � System 2 Room Load Summary I Htg Min Run Run Clg Cig 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--- 2 2nd FI Bedroom 1 199 2,558 33 1-6 522 2,249 0 102 102 3 2nd FI Bath 2/ 156 1,777 23 1-4 425 814 0 37 37 Hall/Stairs 4 2nd A Bathroom 1 52 913 12 1-4 346 662 0 30 30 5 2nd FI Bedroom 2 120 1,661 22 1-4 599 1,147 0 52 52 6 2nd FI Bedroom 3 115 1,773 23 1-5 486 1,454 0 66 66 Ventilation 2,041 428 821 System 2 total 642 10,723 113 6,753 821 288 288 System 2 Main Trunk Size: 7x7 in. Velocity: 847 ft./min Loss per 100 ft.: 0.257 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 0.63 89%/ 11% 6,753 821 7,575 Recommended: 0.75 75%/25% 6,753 2,251 9,004 Actual: 2.00 75%/25% 18,000 6,000 24,000 Equipment Data Heating System Cooling System Type: None Standard Air Conditioner Model: Indoor Model: Brand: RHEEM Description: Hydronic forced air Efficiency: 0 16 SEER Sound: 0 0 Capacity: 24,000 Btuh 24,000 Btuh Adjusted Capacity: n/a 24,000 Btuh Sensible Capacity: n/a 18,000 Btuh Adjusted Sensible Capacity: n/a 18,000 Btuh Latent Capacity: n/a 6,000 Btuh Adjusted Latent Capacity: n/a 6,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\520W Madison Ave.rh9 Friday, January 5, 2024, 9:40 AM C�FFl 1838 December 13,2023 236 THIRD STREET GREENPORT,NY 119" Tel: (631)477-0248 Suffolk County Department of Health Services Fax: (631)477-1877 360 Yaphank Avenue Yaphank,NY 11980 villageofg reen port.arg MAYOR Re:67 SOUND CHESHIRE LP KEVIN STUESSI EXT 215 520 MADISON AVE, GREENPORT NY 11944 TAX MAP ID# 1000042000100001000 TRUSTEES MARY BESS PHILLIPS DEPUTY MAYOR To whom it may concern: PATRICK BRENNAN The possibility of sanitary sewers, appurtenances, and sewage disposal facilities for LILY DOUGH ERTY-JOHNSON the above-mentioned parcel have been inspected by the Greenport Sewer District and found to be satisfactory. JULIA ROBINS If I can be of any further assistance,please contact me at(631)477-0248 VILLAGE ADMINISTRATOR Regards, PAUL J. PALLAS, P.E. EXT 219 VILLAGE CLERK CANDACE HALL EXT 214 Adam Hubbard Village of Greenport Waste Water Treatment Plant FIELD INSPECTION REPORT DATE COMMENTS cTN s,aa,a - A wQ-/l� �� Al/l 104-. o FOUNDATION 1ST) � 4 Lilt_* � ------------------A �----- C FOUNDATION (2ND) z S ° Lyl ROUGH FRAMING& /a•aa•a aU �► (44 h/ ec ��s Ole, 2,C55u/1e PLUMBING cS hC S 1 �.,^ Ja�o� SSv Qk- h � g72 U s . cov1 -t8 Awl 9-vk wJ y INSULATION PER N.Y: /�b� ✓l STATE ENERGY CODE n cis Zv � 4ogA136/ owa.,R'aoo -PoQ s OCM. T2U5S �°lacrc red_ n o A/l FINAL 1' V A/� ✓b0 0l. G Sh S e ADDITIONAL COMMENTS to q=5-aL _Fmloo \m s qdo-M K f2W I `v Cl• r 0 .2lq Poi,► 21 Sa•= E 1 e c4,n'c, YC c-4 10 834.0 R_ =G- - •c 1-�s -�loo t, r r 1,u ¢a' -I— A W-r.. o � Oo N PROPERTY.INFORM,AtION Existing use of property:Vacant Lot , Intended use of property:Single Family Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R46- -N6-ri--C66-f o—rm-ill ng this property? OYes []No IF YES, PROVIDE A COPY. I@ Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code.APPUCATION IS HEREBY MADE to the Building Department for the lssuance,6f a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.false statements made herein are pqrrlshable_as.�Oass A misdemeanor pursuant to Section Z10AS of the New York State Penal Law. .............. Application Submitted B lit name):AMP Architecture IgAuthorized Agent 00wner Signature of Ap ica Date: STATE OF NEW YORK) SS: COUNTY Ol"20 (XC-D\�-Q F-aw--o Lk- being duly sworn,deposes and says that'(s)he is the applicant (Nam'E'Cif individual signi"n-lk contract)above named, (S)he is the A0 h (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of A-)n- 20i± Notaro6blicr DARCEEAUFENANGER PROPERTY OWNER AUTHOR17ATION NOTARY PUBLIC,STATE OF NEWYORK (Where the applicant is not the owner) Registration No. 01AU0019644 Qualified in Suffolk County Commission Expires January 9,2028 1, residing at I Le V k e7 10 K-A LP do hereby authorizeAMP Architecture to apply on my be alf to the Town of Southold Building Department for approval as described herein. <07 Owner's Signature Date Lrv,5; A-r-� Print Owner's Name TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 N M. oy�o� Sao p� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERN7iA`'. . For Office Use Only j D � PERMIT NO. Building Inspector: JUL 2 0 2023 Applications and forms must be filled out in their entirety. In mplete $ITII,DING DEFT. applications will not be accepted. Where the Applicant is not the owner,,an ,. . ,r Owner's Authorization form(Page 2)shall be completed. TOE 01yr..I_`i" Date:07/20/23 OWNER(S)OF PROPERTY: Nam e:67 Sound Cheshire LP (Susan Hewitt) FM# 1000-42-01-01 Project Address:Madison Avenue, Greenport, NY 11944 w M Phone#:631 433 3123 Email:marca-6Ts.q.un-d-.1coT_ Mailing Address:PO Box 956, Southold, NY 11971 CONTACT PERSON: . Name:AMP Architecture Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Nam^e.Anthony Portillo, AMP Architecture Mailing Address:sPO Box 152, Mattituck Phone#:631 603 9092 Email:aportillo@a mparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION BNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ss7,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ®Yes [:]No 1 PROPERTY` - INFORMATION, Existing use of property. J -C_A4,Y Intended use of property:5i n e `•}-p�m� Qr�o Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to _._---------- O 061 this property? ❑Yes o IF YES, PROVIDE A COPY. Check Box After Reading: The owner%contractor/design professional is responsible for all drainage and storm�water issues as provided by Chapter 236 of the Town Code.,APPLICATION IS HEREBY MADE to the Building.Department for the•issuance of a Building Permit pursuant;to the,BuildingZone Ordinance of,the Town of Souihoid;Suffolk,county lV vw,York and other applicable Caws;Ordinances or Regulations,for the construction ofbuildmgs; addiiions;alterations:orforrem6W1,or demolition as herein described.The applicant agrees.to co"mply with all applicable laws,ordinances;building code, Housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable'as a,Class.A misdemeanor pursuant to Section 210 45 of the Newyork State Penal law rob Application Submitted 7Bpr t e): } authorized Agent ❑Owner Signature of Applicant Date: STATE OF NEW YORK) SS: COUNTY OF CI being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the �1X!✓�J��� (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file�th�ewithhBARBARAH. TANDY Sworn before me this Notary Public,State Of New York No. 01 TA6086001 day of 20 0_1a Qualified In Suffolk County Lj.S�a1 —GGFAmissien E Pires�i# 9 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, Susan Hewitt residing at PO BOX 956, Southold, NY 11971 do hereby authorize to apply on m ehalf to the Town of Southold Building Department for approval as described herein. I -+ • y� Owner's Signature Date Susan Hewitt Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: August 31, 2023 TO: AMP Architecture (67 Sound Cheshire LP/Hewitt) PO BOX 152 Mattituck,NY 11952 Please take notice that your application dated July 20, 2023: For permit: to construct a single-family dwelling at: Location of property: 520 Madison Avenue, Greenport,NY County Tax Map No. 1000—Section 42 Block 1 Lot 1 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 13,791.20 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124, which states lots measuring less than 20,000 square feet in total size require a front yard setback of 35 feet. The construction will have a front yard setback of 25 feet. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. BOARD MEMBERS �F so Southold Town Hall Leslie Kanes Weisman, Chairperson r ® ��®� 53095 Main Road • P.O. Box 1179 Patricia Acampora - Southold,NY 11971-0959 Eric Dantes s Office Location: Robert Lehnert,Jr.' Town Annex/First Floor ® Nicholas Planamento 54375 Main Road(at Youngs Avenue) � � Southold,NY 11971 i U! ' � � D http://southoldtownny.gov �•-C �� -`� NO\/ 2 7 2023 ZONING BOARD OF APPEALS �'" Cg `�= I s au- TOWN OF SOUTHOLD ENO 2 0 URDU PC, Tel. (631) 765-1809 �sg SOLOthold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 16, 2023 ZBA FILE#7848 NAME OF APPLICANT: 67 Sound Cheshire LP/Susan Hewitt PROPERTY LOCATION: 520 Madison Avenue, Greenport, NY SCTM#1000-42-1-1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A14-25 and the Suffolk County Department of Planning issued its reply dated September 26, 2023 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a nonconforming 13, 791.20 square foot lot located in the Residential R-40 Zoning District. The northerly property line measures 132.26 feet,the easterly property line measures 125.05 feet and the southerly property line measures 76.40 feet and is adjacent to Madison Avenue, the westerly property line measures 120.00 feet and is adjacent to land of Union Free School District 10 in Greenport as shown on the survey map prepared by Kenneth M. Woychuk, LS, and dated May 5, 2022. The parcel is a vacant lot with no structures with existing wetlands to the north and west sides of the property. BASIS OF APPLICATION: Request for Variance from Article XXIII, Section 280-124 and the Building Inspector's August 31, 2023, Notice of Disapproval based on an application for a permit to construct a single-family dwelling; at; 1) less than the code required minimum front yard setback of 35 feet; located at 520 Madison Avenue, Greenport, NY. SCTM#1000-42-1-1. RELIEF REQUESTED: The applicant requests a variance to construct a single-family dwelling The proposed construction, on this nonconforming 13,791.20 square foot lot located in the Residential R-40 Zoning District, is not permitted pursuant to Article XXIII, Section 280-124, which states lots measuring less than 20,000 square feet in total size require a front yard setback of 35 feet. The construction will have a front yard setback of 25 feet as shown on the Site Plan drawings prepared by Anthony M. Portillo, Architect and last revised October 31, 2023. Page 2,November 16,2023 97848, 67 Sound Cheshire LP SCTM No. 1000-42-1-1 ADDITIONAL INFORMATION: Since wetlands are located to the north and west of the property the applicant applied for a Wetland Permit from the Southold Board of Trustees. The 25-foot front yard setback was proposed to maintain acceptable distances from the wetlands. On June 14, 2023,the Trustees with a Wetland Permit No. 10406 conditioned approval based on the proposed home having a front yard setback of 25 feet to maximize distance to the Wetlands. FINDINGS OF FACT/REASONS FOR BOARD ACTION The Zoning Board of Appeals held a public hearing on this application on November 2, 2023 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law&267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The property is located in an established neighborhood in Greenport, in the Town of Southold and all neighboring properties on the street are part of the Village of Greenport The neighborhood properties have similar 25 foot front yard setbacks. Most of the lots are smaller and many of the homes are older and built before zoning. Most front yard setbacks predate zoning and are not the current 35 foot front yard setback. The proposed dwelling will have a 25-foot front yard setback which will be in character with the existing neighborhood parcels. The proposed single-family dwelling will blend architecturally with the neighboring residences. 2. Town Law �267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The Southold Board of Trustees conditioned approval for Permit#10406 granting approval of a front yard setback of 25 feet to maximize distance to the Wetlands. In addition, the subject lot is in the Town of Southold while other homes on the same side of the street are in the Village of Greenport. Therefore, the applicant could not use the average front yard setback of those other homes to avoid the need for variance relief. 3. Town Law $267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 28.6%% relief from the code. The applicant originally proposed a conforming 35-foot conforming front yard setback to the Board of Town Trustees. However, due to the location of nearby wetlands at the rear of the property, the Southold Board of Trustees required the applicant to make the front yard setback 25 feet 4. Town Law �267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. As previously stated, the Trustees conditioned approval, Permit No. 10406, based on the proposed home having a front yard setback of 25 feet to maximize distance to the Wetlands. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law &267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new single-family dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Acampora, seconded by Member Weisman (Chairperson), and duly carried,to ,o. Page 3,November 16,2023 #7848, 67 Sound Cheshire LP SCTM No. 1000-42-1-1 GRANT the variance as applied for, and shown Site Plan and Architectural Plans prepared by Anthony M. Portillo, Architect, last revised September 13, 2023. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions he written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVALS) GRANTED HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, Planamento, Acampora and Lehnert. (5- 0) ii f es lie Kanes Weisman, Chairperson Approved for filing �� / 7 /2023 TIMM, 0�1= BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 10406 DATE: JUNE 14,2023 ISSUED TO: 67 SOUND CHESHIRE LP PROPERTY ADDRESS: 520 MADISON AVENUE,GREENPORT SCTMN 1000-42-1-1 d\A-f)3-ed - vS-50 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on June 14,2023, and in consideration of application fee in the sum of$1250.00 paid by 67 Sound Cheshire LP and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct a 121059r gravel driveway and walk leading to a 29.6'x279 two story dwelling with a 510.5' covered entrance; a/c units to be installed on western side of dwelling; install a 71x131 plunge pool with pool equipment area surrounded by 4'x16' sound deadening enclosure,and install a pool drywell; install±123 linear feet of pool enclosure fencing with gates; install 81x2l deep drywells to contain roof runoff, connect dwelling to'underground water and sewer lines;with the condition to establish and perpetually maintain a 15' non-disturbance buffer to be remediated one time to cy remove invasives with a split rail fence dividing the non-disturbance from the rest of the property; and a 15' non-turf vegetated buffer with native species; and a one to one native hardwood tree replacement for any trees removed during construction; and as depicted on the revised site plan prepared by Cole Environmental, received on October 4,2023, and stamped approved on October 4,2023. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the day and year first above written. cc xi r � I S® Glenn Goldsmith,President Town Hall Annex_.,'S® U��j A. Nicholas Krupski,Vice President �O� ®�® 54375 Route 25 P.O.Box 1179 Eric Sepenoski8 Southold, New York 11971 Liz Gillooly v, Telephone(631) 765-3892 Elizabeth Peeples • y® Fax(631) 765-6641 I BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2325 C Date: November 25, 2025 THIS CERTIFIES that the construction of a:h600 sq.ft. gravel driveway and walk leading to a 29 6' x 27' two-story dwelling with a 5' x 9 5' covered entrance; a/c units installed on western side of dwelling,• installation of 8' x 2' deep drywells to contain roof runoff- connection of dwelling to .,underground water and sewer lines-, establishment of a 35' non-disturbance buffer with split rail and chain link fence to divide buffer from rest of property• establishment of a 15' non-turf buffer planted with native species, At 520 Madison Avenue,Greenport I Suffolk County Tax Map#1000-42-1-1 I Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 4, 2023 pursuant to which Trustees Wetland Permit#10406 Dated June 14, 2023,was issued and conforms to all of the i requirements and conditions of the applicable provisions of law. The project i for which this certificate is being issued is for the construction of a'±600 sq.ft. gavel driveway and walk leading to a 29 6' x 27' two-story dwelling with a 5' x 9.5' covered entrance,a/c units installed on western side of dwelling, installation of 8' x 2' deep drywells to contain roof runoff.- connection of dwelling to undergLound water and sewer lines; establishment of a 35' non-disturbance buffer with split rail and chain link fence to divide buffer from rest of property establishment of a 15' non-turf buffer planted with native species. The certificate is issued to 67 SOUND CHESHIRE LP owners of the aforesaid ro e P P rt3'• I i,., �:J i 1 E j r Authorized Signature I MAR 1 9 2026 I t1 W SOUTHOLD TOWN CODE 2H0-124-0) y DESCRIPTION(FOOTPRINT) AREA FRESHWATER l^lETI.AND �� / / /'" ,/ .' 0 n TOTAL LOT AREA 15,1412 5F. I I I to BOUNDARY AS FLAGGED I'•/ -.� / /'. / j Al WIN BY GOLE ENVIRONMENTAL PROPOSED RESIDENCE T44,5 SF. 5.4% 15'NON-DISTURBANCE SERVICES MAY 14,2022 BUFFER TO BE /•'/ /, / / / // / / T PROPOSED COVERED ENTRY REMEDIATED ONCE TO ' / / '/ / 8 k 8 g E MANAGE INVASIVE POOL 9I.O S.F. OJ% o N J SPECIES AND PLANT N 0� / / / / _ %, //; / `/♦ / H TOTAL AREA OF ALL sTRLGTURES H831,SF. 6.4% ggggg NATIVE,NON-FERTILIZER /y�� '/ / ./ / _ __�/ J_.=/,; � i3 DEPENDENT 1' ,i / : ^/�' - �/•' MAXIMUM LOT COVERAGE ALLOk=.20% E E n VEGETATION j o//i'/ '•/ �/ '/.// // / '�! �' / �, // I o § SPLIT RAIL FENCE TO�/ i-[,_"<�- /l/•'' / ,ice1 /,- - J_J�/ / - go.3¢g BE INSTALLED DIVIDING /'0' ;•/ �__� /��� I �_efiu NON-DI5TURBANGE ,. , '.0D n, / , _ I Y BUFFER FROM REST OF I. / / "// / ," / lz"/ / / V E o PROPERTY SITE LAYOUT NOTESr 8 Fi %.• ///i /�'i/1,./',, �;` 122.'� •�l I IW= I. THIS IS AN ARCHITECTS SITE PLAN t 15 �� g L.• ,.:"/ i//. '•,P j/ i I LIMITS OF 511B.lECTTO VERIFICATION Bf ALIGENSID o = _ CLEARING. SURVEYOR TI@ INFORMATION a IS'NON-TURF BUFFER / / -__ / I 1 REPf�SENiED ON rN15 SrtP PLAN 15 TO TiE y S ~ LANDWARD OF SPLIT I' % %'';'/ j/',i p(,,K l } GRADING a ARCHITECT'S BEST OF KNOKWOE. RAIL FENCE TO BE GROUND i Eoo8 VEGETATED WITH y \T,• p" / p.EpR%J 1 I D DISTURBANCE 2•FROM A SURVEY DATED APRI 5RMATION K45 1.7021, NATIVE,NON-FERTILIZER \5 / > i 35, ---- ¢ I U) A&V DEPENDENT ° i _ �`� R I (0 1 UPDATED KENNMAY, H"M.HOOY 2OM PREPARED BOX 159 L VEGETATION � -- _ c I 1 LAND'J/RVEYIN6,PLLG CD PROPOS- •// 1 1 EOUIPMENET WvSOUND POAUIU®oOUE,N.Y.IMI D \�\ DEADENING ENCLOSURE TELEPHONE.(631)24615DH U % • �IJ. TRUSTEES PIER L—� I ♦ 1 PRO.1¢GTr/120NIN@;DATA ` — ;'s"'r`-" .>•.r'. m LIMITS OF \ - "/ 4 - \� GRASS IN -0'` I "• - TAX MAP• - 1000 42 -01 + CLEARING, b / ♦ / �� PROPOSED POOL _ FENCED AREA I `\'. -C GRADING t / - s FENCE;APPROX. ••"`-'15.0\� 1 �♦�" / ZONING DI5TRICT R-40 NON-0ONWRMIN6 (� GROUND (] �.: ..� L _ DISTURBANCE // /'i' tl- 173 LIN.FT. Ic"i�'.•`,\ /� 1 P�00 L D LOT AREA 03 ACRES if •� i:" 4 1�`>.' :•� 1 i DRYWELL �l FEMA FLOOD ZONE x IL1 t 'ri!r� j \ ! /i•' o Lao.SETBACK �1 PLUNGE PObL� - FROM WETLANDS DISTRICT APPR01�0- p I 1 WETLANDS G OCT 4 / / 1 I DEC DISTRICT PERMIT F'E 1. Q \ / / i I SREENPORT WASTEWATER / '//• i HO'-10" I /, �" 2 6 1 I PROP.AG CONNECTION 5 BEDROOM DRYPIELL UNITS 1 -----•'- ' Bo dalTWstees "/ 8WJC2'D. I p '�'// � I � ZONING RE6ULA7'If2N5•MAIhi-OUILDINS''" bltlp ,♦ / �" '/ �TOR�2 /i I SOUTHOLD TOV'AJ_(.,.OBE-280-124-(BY r � ` J ILLI It FRESHWATER WETLAND / / / COVERED /ENTRY ELEV Ip' • I FROM SETBACKWETLAND5 PROPOSID COMPLIES•y m BOUNDARY AS FLAGGED\ "" ' ' '�. - - - '•J '' / /i." j. = el BY COLE ENVIRONMENTAL \', 55'FRONT YARD I E -43.0' MIN.FRONT YARD 55A' 25.0' NO (A U Z SERVICES MAY 14,2021 // SETBACK / i' / 105' YES U LLJ W Q Z Tip MIN.SIDE YARD IOA' / __ - - '.F-/",.1 .'•-Y-f' —I--- _ ' y.O —_— E Z PROPOSED BUFFER � /, / ''I'// �=-_ -_ `.HOLE, 4.1-y2 10'-b• I 55.0. ql2' YES C1 a AND ECOLOGICAL - - I p� � q 2 RESTORATION / ;`� Ip'�^ 1 L PROPOSE p A A&US.l ES 55A' 255' YES � N AREA;MINIMUM IS' /�-i �' WIDE "// N. , J ' / PROPOSED 1 1 Q fs"..X2'D `TOWN OF SOUTHOLD ELMNOT55 �.•',�i, GRAVEL \, °' n o DATE ALL YURK CONTAINED TO SL9.ELT PROPERTY RIVEWAY t c -� h ' J•f,. f PIER LINE DOES NOT APPLY T PROPERTY TO % WALKWAY l I Wz I� I MIN. ,d,5'_ t WBr 15 i•L:MImS AND DOE9 NOT CONTAIN ANY 8 STW.CT OLE H'A IS IN LINE WTI STRUCTURE'! U-I 1 MIN. $ /�• J �1 rQ, �i �1 DPeIEINs To ee pVa I JTNWNABIT THE SPACES)ro TO EAST O , 11 (A M IM5 TO (REMOVED AND IMPLANi® P wITI A MwIMm OF(e)IE9I w.nve TREES \ PIc wn�TeaoANY q I 1 m �,r `� .11°.;r ��'� C' '✓1' NATIVE NA=RDYb�ED To M REPLACED Id WTH Alm 3FYER I a I UI PROPOSED 51TE PLAN N HB°I900'W M A D I S O N/ AVENUE SCALE,I• Yl GENERAL SYMBOL KEY: S - #i�w "� "'°" aasTnui To�2MAN �1�1�gRDAnW wu1 fl 11. - jai �yA PERFORMED BY '• rar raa�c swwre �� ` /'I ) .Y. ,�>J MODONALD eeOSERVIO6 1 Q eFj,3 SOUTHOLD,N.Y.11971 I o y: • (691)765-%T Y i o ae"' :a Fi=aD g DRAINAGE SYSTEM INSTALLATION NOTES - j Oa DARK LOAM -u A MINIMUM OF lO'SEPARATION 15 REQUIRED BET4EEN DRY ELLS t 3 w k 8 5 a WATER SERVICE LINE,UNDERfiROUND UTILITY LINES,SEPTIC { z-� COMPONENTS,LEACHFOUNDATION FIELDS,5EWER COMPONENTS AND THE IA BR J`N SLT y 3 S g EDGE OF ALL FOUNDA ATI WALLS 2 _ A MINIMUM OF 5'SEPARATION IS REQUIRED BETYIEEN DRYWELLS t D _ 9 CONCRETE SLABS AND PROPERTY LINES CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL J P$ BROWN SIMBEND I u z 3 sM Kv 10_6RkviL .9 Io6cN9 DRAINAGE CALCULATIONS raTBx IN Bxove+ 1`I NEW IMPERVIOUS SURFACE W. h }� .5M' BITY SAtID wrtH AREA_PROPOSED 792b S.F. 104015 OIMV � I _lg<E c RESIDENCE _ s aD- mG 2"�INFALL EVENT-SURFACE 134.7 422 CU.FT.VOLUME PER FOOT '"'- 02 S.F. OF 8' POOL A 'd PROVIDE(2)Vd,X 2'DEEP DRYWELLS NEIGHBORING PIER LINE .-"sw B".RaH`w"OFF o GDAR3B SA1m � !�N a o SOUTHOLD TOVfl1,CGDE 280-�0'i(A)(I) r - LOT SIZE/AREA IN `IB�912 S.F. - B,T912 S.F. ALLOAABLE TOTAL EXCESS OF Ipp00 SFA GFA (I,)LOTS CONTAINING UP TO 5,350 S.F. L 20p00 SF. MAX. ALLOWABLE SF./PLUS Cptrt.IENTS,ERauerovanax 4-1125%OF EXCESS LOT 2,100.o S.F. 478.9 S.F. 2STB.9 SF. 1,460 S.F. 6O'ea.OY+ U AREA OVER IO p00 S.F. (1) m (1 ( ------{ii Q I I I � B97.2'of v c+a? 1 L —J I , _ a n.• Z wm Q z ocr -- ----- - - - - - - - - - — -- -- ----- - - - -- - - �'I ----- - - -- -- - -- - - - --- - - ---- wo - -- - z g(L gz N@�Qt i m LY'�l.1 pmrmH+ 0 0 G W i -.-..�. I i .�cj� R�:L7 1 a• PROPOSED FIRST FLOOR PLAN PROPOSED SECOND FLOOR PLAN M;AI J. ectiB,va•=r-o• scu.e,va•.r-o• •`t' �` 750 S.F.HABITABLE AREA '750 S.F.HABITABLE OF Nam. ai c PROPOSED RlDgLE HrzlcHT..k ELEV.+52., a: '59 45' PROP.SECONDF,,r:LV L-7 L_j PROP.FIRST FM12L— ELW 604 BASELINE,(AVERAGE GRADE 4-J ELEV.+154 0 SOUTH ELEVATION (FRONT) EAST ELEVATION (RIGHT 51DE) (a) 4-J WALL.1/6'-V�' �ALM I/&' 1'c- + C) C OCT 4 Lu LU Z Mw 0 e z�z a (n Om w 0 0 z it on. <Z PFZOP05EO yy pp0 0 PLUNGE POOL Ix R (0 0 M. A n 6.0'GROUNDWATER :z NORTH ELEVATION (REAR) Pe5T ELEVATION (LEFT 510E) xALE,110--1-,0' -OF N j NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04961 PERMIT Under the Environmental Conservation Permittee and Facility Information Permit Issued To: Facility: 67 SOUND CHESHIRE LP 67 SOUND CHESHIRE LP PO BOX 956 MADISON AVEJ 1000-424-1 SOUTHOLD,NY I 1971-0956 GREENPORT,NY 11944! Facility Application Contact: COLE ENVIRONMENTAL SERVICES,INC. 425 MONTAUK HWY EAST QUOGUE,NY It 942-0471 (631) 369-9445 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 721.044 NYTM-N: 4553.66 Latitude: 41'06'15.0" Longitude: 72022'03.7" Project Location: FWW SO-1 Authorized Activity: Construct a two-story single family dwelling and ancillary structures,plunge pool,pool equipment, fencing, drywells,permeable gravel driveway,public sewer and water service, and create an ecological restoration buffer.All work.shall be done in strict conformance with the site plan by AMP Architecture dated 05/02/23 (sheet I of 2) and ecological restoration plan by Cole Environmental Services Inc. last updated 03.21.24 (sheet 2 of 2), and both stamped NYSDEC Approved on 4/10/2024. Permit Authorizations Freshwater Wetlands - Under Article 24 Permit ID 1-4738-04961/00001 New Permit Effective Date: 4/10/2024 Expiration Date: 4/9/2029 NYSDEC Approval By acceptance of,this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations,,and all conditions included as part of this permit. Permit Administrator: SHERRI L AICHER,Regional Permit Administrator Address: NYSDEC Region I Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony ook,NY11.790 -3409 Authorized Signature: Date All-lol 'Zo- 4' Page I of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04961 Distribution List L COLE ENVIRONMENTAL SERVICES, INC. Habitat Environmental Permits Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMIT FEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: FRESHWATER WETLANDS 1. Notice of Commencement At least 48 hours prior to commencement of the1project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all term s and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form.must also be signed and returned, along with photographs of the completed work. 2. Post Permit Sign The permit sign enclosed with this permit shall be posted�in a conspicuous location on the worksite and adequately protected from the weather. 3. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted.by the applicant or applicant's agent as part of the pen-nit application. Such approved plans were prepared by AMP Architecture dated 05/02/23 (sheet I of 2)and ecological restoration plan by Cole Environmental Services Inc. last updated 03.21.24 (sheet 2 of 2), and both stamped NYSDEC Approved on 4/10/2024. 4. Notice Covenant The permittee shall incorporate the attached Covenant(of similar Department- approved language)to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record,. along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Regional Habitat Manager NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY1 1790 -3409 Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC:ID 1-4738-0496.1. 5. 'free Clearing Prohibition for Long-eared Bats Due to the proximity of a known northern long- eared bat summer occurrence,tree clearing is prohibited between March l and November 30, inclusive, of any calendar year. 6. Buffer Demarcation The western edge of the proposed driveway and the western and northern edge of the proposed pool fence shall serve to distinguish the developed area and the wetland buffer. All area of the property west and north of these structures shall remain undisturbed and allowed to grow naturally. 7. Work Area Limits Any work, disturbance, and or storage of construction materials shall be confined to within the limit of clearing and ground disturbance shown on the approved plan. 8. Silt Screen Prior to commencement of any construction activities, a continuous line of silt screen (maximum opening size of U.S. Sieve#20) shall be staked as shown on.the approved plans. 9. Silt Screen to Be Recessed Silt screen shall be recessed six inches into the ground. i 10. Maintain Silt Screen The screen shall be maintained, repaired and replaced as often as necessary to ensure proper function, until all disturbed areas are permanently vegetated. Sediments trapped by the screen shall be removed to an approved upland location before the screen is removed. 11. Runoff and Discharges Directed to Dtywells All roof runoff and/or pool,discharges shall be directed to drywells located as shown on the approved plans. 12. Driveway of Permeable Material The driveway must be surfaced with a permeable material. 13. No Pool Discharges to Wetland or Buffer There shall be no draining of swimming pool water directly or indirectly into wetlands or protected buffer areas. 1.4. No Grading Soil In Wetland During the grading or sloping operation, soil shall not be placed in or graded.toward the wetland. 15. Area Planting Specifications The ecological restoration area shall be planted, allowed to grow naturally and remain undisturbed as follows : as shown on the approved ecological restoration plan. 1.6. 2 Year Plant Survival All plantings shown on the drawings made a part of this permit must survive for a minimum of two growing seasons. If mortality.exceeds ten percent, or bare areas occur, dead plants must be replaced. 17. No Fertilizer after Plants Established Fertilizer may only be used to aid yin plant establishment during the first growing season following planting. Fertilizer may not be used in subsequent years. 1s. Equipment Storage 1.00' from Wetland,Water Body All equipment and machinery shall be stored and safely contained greater than 100 feet landward of the regulated wetland or water body at the end of each work day. This will serve to avoid the inadvertent leakage of deleterious substances into the regulated area. 19. No Equipment in Wetland Heavy equipment, including bulldozers,backhoes,payloaders, etc., shall not be operated in the wetland. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04961 20. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of on an.approved upland site more than.100 feet from any regulated freshwater wetland. 'These materials shall be suitably stabilized so as not to re-enter any water body,wetland, or wetland adjacent area. 21. Temporary Mulch,Final Seeding If seeding is impracticable due to the time of year, a temporary mulch shall be applied and final seeding shall be performed at the earliest opportunity when weather conditions favor germination and growth but not more than six months after project completion. 22. Seed,Mulch Disturbed Areas All areas of soil disturbance resulting lrom'this project shall be seeded with an appropriate perennial grass, and mulched with straw immediately upon completion of the project, within two days of final grading, or by the expiration.of the permit,whichever is first. 23. Minimum % Vegetative Cover Suitable vegetative cover is defined as a minimum of 85 %area vegetative cover with contiguous unvegetated areas no larger than 1 square foot in size. 24. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be,caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or far other purposes,and no claim or right to compensation shall accrue from any such damage. 25. State May Order Removal or Alteration of Work Ili future operations by,the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 26. State May Require Site Restoration If upon the expiration or revocation.of this permit,the project hereby authorized has not been completed,the applicant shall, without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its foriner condition. No claim shall be made against the State of New York on account of any such removal or alteration. 27. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. Page 4 of 6 i NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04961 �-GENERAL CONDITIONS - Apply to ALL Authorized!Permits --------___.____-------___...___._._..__...____.-._ I. Facility Inspection by The Department The permitted site or facility, including relevant records,is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection. to the permit area when requested by the Department. A copy of this permit, including all rel:erenced maps, drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms,conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The pennittee inust submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer gtanted by the Department must be in writing. Submission of applications for pen-nit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Freshwater Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke,this permit. The grounds for modification, suspension or.revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the pennittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application;. d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; Page S of 6 NEW YORK.STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION s Facility DEC.ID I-4738-04961 e. noncompliance with previously issued permit conditions,orders of the commissioner,any provisions of the Environmental.Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal.agencies, expressly agrees to indemnify land hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents("DEC")for all claims, suits,actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Taws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities,and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person.,not a party to the permit. Page 6 of 6 I . I I i i I I I I i I �s I \ 1 S/�/// �// 1'J.f �� TOTAL LOT%REA ^_ Il,T91.]SF. G�GfP -� I r 29�•l [y({+l MEN NATER YETLAND // / �f / // I PROPOSED RESIDENCE T41b BF. SA0 I S ` BOUNDARY A A FLEIOED __ _ _........ ~J ` / 1 / / / T PROPOfiEO COVERED ENiRT 48A 3F. _.O!% & 8Y COLE ENVIRONMENTAL / EERYICF^MAY la,3033 /// / / r// // / ///. /./ f// / FROPOEED PIINSL'FOOL _ 91 O Sf. -.. OTA I $ 5 p.4% N.VOMMLOTCT'EN,aCCAI.Ld4FD,30k` 1 ///( ( �L�•• _ PRWOIL D AC.UNIPS � i' /- Ie i // / / / / /, r /.• / /,' ( _t o=aLeau I ---D�� �'_iI ! ege-g] / 1 /.;i//// // //j�; ,1 i/ '' /j %r�".�' ,��n' J I Ur 1 s RLGT�IFE3<b•FROMDEc.IMDeI .._._a3De ar. � GIMLeARIN6 1.-1IS IS LM.ITf PLH11 1S �,-� / ;^/ /•///!/-f//_ ,�,RA�� - - __'/ d I ERAD;No i iL' �ll�i IPwraYAwA(n9YN A L!GENSCD GROUND REPRLY4iID ON TNID 91TE RAN 13 TO TIC E Y y,�" PROPO^rm BUFFLR .19�'A�._y'�,/ p£ARYPFm _gp9 �y{ _ q I P9TURBANLE MONITEGT'!OP9T OP KTCHi�GCp�r E Bl A REST ON //�/ _ ui PROPO`vED POOL DRYnE1.L ].P `URVEY oL •••VVV"' ARE/y MINIMIM 90' I /�:y 1 '.-' �PROR75M POOL • ' 0 % ' IPDATED MAY,O]301]NID!•ItD'ARED /// 4CEIAFFROK ._.. 120 GIN. PROP 01CD POOL 'J.nveK(.PLte ti` FENCED AREI( \ OEA=NPNINS E LO°..URE LINEPO LbX I!! -Q I]9D 49OD (� •� GLEARINFi, 61�, �\\ NSSALLAnax Nmn_s _C .{. / -- -"ter- • -M 10'aEPA9ATION 19 PCrViRED BEiySCN pRTI.>:i.L9 1, 6RADIN5I / )ram _83 •.._ n PLUNGE PUOLt629ERVI,'.E LINE,UDEt'^1tW MLIIY LINES,YYi1G (� PISNR9ANCE ' ONEM9 LeAGHIN9 FI9Dm,apv3t.OM•QSNt9 Na]n@ L A H OP ALL PCiMOATCN('1AL1.9 I A MIIUMM't 9EPARAnON 19 R[Y4.9RC9 OChCSN DRTNStl9( Q (n 80'51MAOK CarKFCiE'k.Ab3 AHD PRCPERtt L 1C9 PROM GOMrcCT ALL WI LEADpnn i NEARE.,T DRTVCLL 0 In:TL/•NDs acc- 0 sroar _. t PROPOSEDRE91DE4CE �•AL NEN U�ERVIOV9 EUW'IGe Q . "�� Z /// v DRYV✓ELL II .•�P.F.ELEV.10� I w'R'' Ate' -PPOPODFD T4]b SP. C��E\jr - �,'fir`. -bs'_o.�`_�... wvE"st� /t+,�o'' � (' I '" � —��eenlraALL evExr•siixrACE -._�Il1.T -"=l ❑(y/�❑ /�I / ` _ \ ENTRY (O / OF D'm POOL S3 SF. J }❑��0 V❑yJ1l r 1 BSYC-PRANL GENE AESN EMVRAIRYO NM ENTAL l,/// , FROM YER.AND _PIbVIDP.(31 D' BIXISOAAS � TRONT YA� K]O]I ' -.3a-3.. I `I PROPOSED 2 W G z Q PROPO_,ED Wl'RR //��•..- 1 ORTWEIL I I U D 3! ❑ AND E<4"OIOAL r /I ,5,-0,y!_ \i bwL tl. ❑ OI^ RESTORATION // i 'I MIt1• ,-0 ;IEG/�O6flNmu j AREFN MININMt IS' / PROPOSED 'r11DE �\ ( '( 'h r "r ( MIN TAx MM• s O Q /// DRIVEWAY l L I MIN. 1000-q2-0I.OI N NON-CONF"ORM y Li(.L'irumc GOXTA'.K9 TO aGlcT ITOPOYK / ,'///� II ,y[LLdyp r 3Y I I m LOT AREA O IYAL p'Q R-1 IIYi P®t Los DmeB wn APR.T,V PRD•enY Tm I�ryy'1 n x OWITAW.E BPAusl t0llEEAST��� � �mrHlJlb M•OG c � "'1�)/ I�"' N FENA PLOO�J.ONE _ __ .....' . (6)l�E!TO d�ir�REPLANT® � /moN��.�m � 1 ' 1 �I ✓!=n-AIDS DISTRICT ^FEp.11T PE,mINp - _ � / FEm!tT FCNDIN6 'a I 1 PROPOSED SITE PLAN N 87'1900 W M A D I SON AVENUE-- 76.40 CONMGno t PRMIr• XA1P.I•.Is— I I I i I I I I LANE) NIF ——------------ Wo,WI S.C.T.", rr be iiianted will)The following phmts'.'­11.s native Yeptaakm suitable for the FRESH ViAlfl'i WETILWa, :Fl envira ment: � W1 3-21,21 "'Xx An, ses Hyssop purple Giant HyssopWe' I'l, Ws;ll SE t. -itrs ri('X 9 ov� ' E2 " l)BE pq5rA:Er, RX0' U D.ttalfly kVw..d ADor Swamp Mil,inaMle diL"Nos0" "MW SItm Muunt n t KMPOeAve PcZl' "ll-leaf Mountain-in, 9TIAr P. Littlem--t— Wp F11`1 A Big Blu"tem= % t Vid. C Red Maple Oak RESTORATIONAREA Al'PROXIMATTLY Ra"" 55na "I > SQUARE FEET od Vry Ar t,hhtlal In...WB tr..,are to bo spl.bush cIdppBd.rdtmadlbr.uIch ! foremlogh,a]—t—tion rmmd�al Bush Chestnut Oak Red Oak FA VO LOT 14 L N LIT 13 ltbl,,y.kOak ? ke O 3FRL'TURFS-- ea Magnolia Paper&rdt NOTE:EcolGilical Rcea—tion Am 'tea ...... gjtRon Native Trees flogged for renurad ln.�sW.Species Management: To be replaced at minimum with lm,aMue Trees and Shrubs to be mithm species in a I to lratb or 2 ...ad,Specift plant, native shrubs pertree.Area to be ffit - rr----- rr�.rkd with Bagging tape, planned to thle,a 85%mv—Se. .......... Sycamore including: hJ(il We7GTG"bTm.—d within Maple e n t f M.app. to approximately o clearingequatIng Norway '_ approxtmatel,11,*are feet.Ti trees _wn,b—planted 2:1 NYSDEC-2 Ja pnaonseeso'Rrl etwe B d Within the ex[eimg(imll of 'l-ang. APPROVED AS PER TERMS Callary rear ND NO Tree IIONI?21 of H..—p" PERMIT 83-1 fee 7 THIS is ASITF.PIAN BASED ONA5URVEY PREDAREO By, T 7 520MADIS NAVE KENNETH M.WOYCHUK LAND SURVEYING GREENPORT,NY 11944 P.C.BOX 153 SCTM No.:1001-00400.0100-00ID00 ACRIEBOGUE,NY 11931 UP ENVIRONMENTAL CONSULTING SON Avb,,;V,UE WETLAND PROJECT MANAGEMENT AREA:1.3,791.20 SQUARE FEET SITE PLAN PREPARED BY C ES ON 12.05,22 425 MONTAUK HIGHWAY,EAST QLIOGUE,NY 11942 UPDATED 02.14 23 (631)369m9445 SCALE!V'=201 UPDATED 1107.23 UPDATEDOLIG.24 UPDATED03.21,24 sgffo i• BUILDING DEPARTMENT- Electrical Inspector ®`® 40- y'A; TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road 7 PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh southoldtownny.gov -- seand(5,southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date:'09/10/2024 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 JOB SITE INFORMATION (All Information Required) Name: 520 Madison West Address: 520 Madison West a-A 4. Cross Street: West Street Phone No.: Bldg.Permit#: 570 q Ll email: Tax Map District: 1000 Section:42 Block: 01 Lot: 01 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Vlav4 Se v rI,ctd Square Footage: 11464 Circle All That Apply: � t�Le Is job ready for inspection?: El YES � NO Rough Iri Final Do you need a Temp Certificate?: � YES NO Issued On Temp Information: (All information required) Service Size71 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# New Service[]Fire ReconE22HFFrame od Reconnect[]Service Reconnect R Underground[]Overhead # Underground Laterals ✓ 1 Pole Work done on Service? Y ON Additional Information: PAYMENT DUE WITH APPLICATION �'ec. t� ! a C6 3(lo �� BUILDING DEPARTMENT-Electrical u' TOWN OF SOUTHOLD w • '� Town Hall Annex-54375 Main Road-PO Box 1179-Siuthol;d, NY 11971-0959 Telephone 631 765- ( ) 1802� Temporary Certificate # ( I Date ✓ 0 2024 ffe-mail me Zo Wei Electrician Name rt Phone vrl 0 O�a-mail a Vitae I&CAV C , . corm License 6 2 O „ Size OD A Phase i Overhead Underground V, I#of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# I Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date abov Authorized by I i i I i I _ I I I i I BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD r Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ;•t,���J �-;>' Telephone (631) 765-1802 - FAX (631) 765-9502 s._ iamesh(a_southoldtownny.gov - seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 09/10/2024 Company Name: Vue Electric Inc Electrician's Name: Joseph Piscatello i 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.: 365 Kirkup Ln JOB SITE INFORMATION (All Information Required) Name: 520 Madison West Address: 520 Madison West ( Novo 5-5C Cross Street: West Street Phone No.: Bldg.Permit#: ' 570 cl 8y email: Tax Map District: 1000 Section:42 Block: 01 Lot:01 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): nAV4 s, ..VJac--ej Square Footage: 11464 Circle All That Apply: -0- l-7(.0 f Is job ready for inspection?: ❑ YES ✓0 NO ❑Rough In ❑ Final Do you need a Temp Certificate?: 0 YES ❑ NO Issued On //0)2 Temp Information: (All information required) Service S1zeFV-11 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# d]New Service❑Fire Reconnect❑91, od Reconnect❑Service ReconnectQUnderground❑Overhead # Underground Laterals ✓ 1 2 Frame Pole Work done on'Se.rvice? Y N Additional Information: PAYMENT DUE WITH APPLICATION q!o 1-iq Pew"0(1A::;?, t15- f�! � Ia `8 -3L( w PERMIT# Address: Switches Outlets 3� GFI's 11 � Surface It Sconcest*-la H H's 3` UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust U 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 dC6 Have ,/P Used Sub Amps Have Used Comments LAND N/F S.C.T.M. N0. DISTRICT: 1000 SECTION: 42 BLOCK: 1 LOT(S): 1 OF --���-- /. VILLAGE OF GREENPORT FRESH WATER WETLAND —J BOUNDARY AS FLAGGED BY /6 32.26' _ /'r0 ,GOLF , 202 O1 NMNETA SERVICES MAY 14 202 M. N gl° 5'19" f 0�_ STONE MOH. ti I �- 4, o 0 Lycn 1 P/O LOT 14 1 J o ) VACANT I ,,, LOT 13 -�M.H. -NO STRUCTURES- I �p � cn I 0 0 � o' SETeAc , Q V� Ld 1 - - - - - - - - - - - - - - - - - -- -- - 7 I 1ON on �`� - - -- - - - - MON. / I ' THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL / It I LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS UPDATE 05-02-22 AND OR DATA OBTAINED FROM OTHERS 83°19'Op►�y� AREA: 13,791 .20 SQ.FT. or 0.32 ACRES ELEVATION DATUM- NAVDBU- ------- 76. � � UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY/S A NOLAT/ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN �f[5' CONC. SIDEWAL LISTED ONLY TO THE HEREON,EANDN FOR TO THE AOM THE SSIGNEESUOFEY IS PREPARED THE LENDING INSTITD ON UTION,HIS GUABEHALF TO THE RANTEES ARE NOTLE COMPANY,TRANSFERABLEO�RNMENTAL AGENCY AND LENDING INSTITUTION THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT HE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS 00 \ CONC. CURB AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY / SURVEY OF: P 0 LOT 14 / OFNE CERTIFIED TO: 67 SOUND CHESHIRE LP; 1�1V�/(Jg' � ® � LOTS OF BENJAMIN H. REEVE, JOHN J. BARTL TT, '(E M N'YO �� I MAP of CNE 2 189 AND CLARENCE C. NILES �P��H �v°r n �j� TE FILED: JUNE 20, 1892 No.469 ? I J` ° �J � SITUATED AT:GREENPORT TOWN OF:SOUTHOLD <" J�" KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK NSF 050862 v� Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 — FILE y221-14 SCALE: 1"-20' DATE:APRIL 15, 2021 N.Y.S. L/SC. NO. PHONE (631)298-1588 FAX (631) 298-1588 050882 ' W / LOT COVERAGE a SOUTHO_LD_ TOWN DESCRIPTION(FOOTPRINT) AREA G Q Q r r x p TOTAL LOT AREA 15,191.2 S.F. z 0J aF PROPOSED RESIDENCE '744.6 S.F. 5.4% o W w o FRE51(WATER WETLAND =F m a PROPOSED COVERED ENTRY 45.0 S.F. 0.5% r woo3u BOUNDARY AS FLAGGED i / / / / / / / / / / / / PROPOSED PLUNGE POOL SILO S.F. O."1% o x BY COLE ENVIRONMENTAL z<w / / /� / Z�=m'n SERVICES MAY 14, 2022 / / // / / // / // / / / / / / / / / 8 a r °a TOTAL AREA OF ALL STRUCTURES 883.E S.F. 6.4% _ a w= MAXIMUM LOT COVERAGE ALLOWED: 20% a p LL J Z 3 '.w owa 7 z F N a z a W Z z p r ¢=3ao 7� LLo�rr SITE LAYOUT NOTES: W F o zo w I. THI5 15 AN ARCHITECT'S SITE PLAN b 15 ¢z z r QW ao �p N SUBJECT TO VERIFICATION BY A LICENSED m w w a u LIMITS OF SURVEYOR. THE INFORMATION g a w o r CLEARING, r PRE SENTED ON TH15 SITE PLAN 15 TO THE I GRA ING 8 a W z a iRGHITEGT BEST OF KNOWEDGE oa NP URU W D1 TURBANGE 2.SURVEY INFORMATION WAS OBTAINED o o a coi PROPOSED BUFFER Y//\��O / 35` R�pRj� _ _ 4 FROM A SURVEY DATED APRIL 15,2021; AND EGOLOGIGAL / / / ( _ — UPDATED MAY,02 2022 AND PREPARED I RESTORATION // / ' \ m O I BY: KENNETH M.WOYGHUK LAND SURVEYING,PLLG AREA;MINIMUM 50' / / / - - - _ _ I PROPOSED POOL Po BOX 155 EQUIPMENT W/SOUND AG1UE5000E,N.Y. II4131 _0 / / I DEADENING ENCLOSURE TELEPHONE: (631)2°t& 1588 4-J _------- ` / / // `7 U _ _ - PROJECT/ZONING DATA---.-PIER LINE - I _ -- -IJ / /\Jb -� ORA55 IN —r T --� TAX MAP a 1000-42-01-01 + LIMITS OF / / m FENCED AREA v- PROPOSED POOL \\CLEARING, 6 /` / ZONING DISTRICT R-40 NON-CONFORMING (� � 0 FENCE;APPROX. '\ GROUND / / p 125 LIN. FT. �O I I POOL PROPOSED LOT AREA 0.5 AGRE5 Q� DISTURBANCE / / // /�4 l\\\� I / / DR — L FEMA FLOOD ZONE X L50' SETBACK n W Q PLUNGE PObL �{ I WETLNLANDS ETLANDS DISTRICT PERMIT PENDING / I I DEC DISTRICT PERMIT PENDING GREENPORT WASTI=WATER PERMIT# PROP. AG 3 BEDROOM CONNECTION / / / 9 PROPOSED I I -- - L- -// / X' DRYWELL I / I I UNITS ZONING REGULATIQNSJAlN-BUIL-EKING _--- PROPOSED 2 I ------'- - d STORY / I I SOUTHOLD TOY+N G_ODE-280-I24~($) -- J / PROP. RESIDEN E;1 t - - - -- - - - - _ -- _ W / 100' SETBACK PROPOSED - - -COMPLIES- / I COVERED F.F.ELEV IQ' 9 --� FROM WETLANDS W rn FRESHWATER WETLAND / / / ENTRY = W =) .i BOUNDARY AS FLAGGED MIN.FRONT YARD 55.0' 25.0' NO N V Z .H BY GOLE ENVIRONMENTAL // / / 55' FRONT YARD I / 8 W Z > >: 5ERVIGE5 MAY 14, 2021 SETBACK I / MIN. SIDE YARD 10.0' 10.5' YES V WD Q Z \\ COMBINED D 25.0' S'f.7' YES 0 W O PROPOSED BUFFER / / h o o Z a. Z / / 4-r-1Y2" \ lO'-6' EMIN. REAR YARD 35.0' 91 2' YES & W AND ECOLOGICAL / RESTORATION 7 / / o 0 o O O // \ 10' O" PROPOSED MAXIMUM HEIGHT 55.0' 25.5' YES u- (n AREA;MINIMUM 15' //' / �/ / IN. DRYWELL-4 1 N WIDE // / / PROPOSED o 0 0 o I 1 �(3 GRAVEL I I '_O" (��F-®ABC O PLAN NOTES: ` // / / DRIVEWAY 8 0 0 o I U.I MIN. N ' � � �� m • ALL WORK CONTAINED TO SUBJECT PROPERTY // // / WALKWAY II W z W Z 1 7 MIN. ��� O�`� P�� �� PIER LINE VOE5 NOT APPLY AS PROPERTY TO t�J WE5T 15 WETLANDS AND DOES NOT CONTAIN ANY NO / / / / o 0 o a I N �✓ STRUCTURES.HOME 15 IN LINE WITH 5TRUGTLRE5 I (HABITABLE SPACES)TO THE EAST OO DWELLING TO BE\ / O O►IJ / m ya CONNECTED TO I- (6)TREES TO BE REMOVED AND REPLANTED ` PUBLIC WATER o 0 0 P lu ar to c I N Q WITH A MINIMUM OF(6)NEW NATIVE TREES AND SEyER N N 83°I9'00"W �o � / 76.40' � , FROP05ED SITE PLAN M A D I S O N AVENUE •9� 03a4©`�n,y� SCALE: I" = 15'-0" ytl a �5 W '�S Q ir O ENERAL SYMBOL KEY: ,•` AFRIL 21,2023 g z TEST HOLE DATA 22 m m 3 r=l E%I5TIN6 TO REMAIN NEW FOUNDATION PERFORMED oN WALL ' - �� -,•� MGDONALD 6EOSERVICE5 a X � s (� NEW ll o FRAME ' t'Ir! g� P.O.BOX 1258 _ ` �- ►°: lx; SOUTHOLD,N.Y. IIglI z o W � ,�` co, 03 aF DRAINA6E 5Y5TEM INSTALLATION NOTES: EL=b,0 W i• i w d ? OL F in a A MINIMUM OF 10'SEPARATION IS REQUIRED BETWEEN DRYWELLS b i r r.i 1 E ^I t Y �* - OS' DARK BROWN LOAM w>�x WATER SERVICE LINE,UNDERGROUND UTILITY LINE5,5EPTIG w COMPONENTS,LEACHING FIELDS,SEWER COMPONENTS AND THE o=z g w EDGE OF ALL FOUNDATION WALLS a' k; + ^ ML BROWN SILT J a= m • A MINIMUM OF 5'SEPARATION 15 REGUIRED BETWEEN DRYWELLS d , ; �;;., ,,; t•„ a. ; ,4 3.0' — $ a ccx yy N •JM' :� Q 1 {1•. tam ,r'!i 2. - 0 Q CONCRETE SLABS AND PROPERTY LINES E x Q • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL WN o o y',, r e• s • z BRO SITTY SAND a w z 3 t s.'- -+ �L. ems j l " h "�` )+ ;I• e SM WITH 10-20% Z,.o.4 R WAI,. GRAVEL ow o =3 DRAINAGE.CALCULATIONS ' . Y {j 6.0' p y p N Q w�-o ma¢wa NEW IMPERVIOUS SURFACE (�� ,/ a r o m WATER IN BROWN a x m - t j 5 i SITTY SAND WITH AREA -PROPOSED 7cg2.6 S.F. '` �,+ , 10-20%6RAVEL i Z a z a o RESIDENCE . s 2" RAINFALL EVENT" SURFACE 134.-! AREA 1�` - �` .. aE►+• +'�: i o 0 0 422 CU.FT.VOLUME PER FOOT OF 8'� POOLKATLR 5-2 S.F. PROVIDE (2) 5'0 X 2'DEEP 12RYNELLB NE 1 OHBOR I NO PIER LINE BROWN FINE PALE � a Z 5W i BROWN FINE TO 3 a x COARSE SAND w A 0 i booaoo SOUTHOLD TOWN_CODE 280-20-7 (A)(1) LOT 51ZE/AREA IN ALLOWABLE TOTAL 13;7912 S.F. 3791.2 S.F. � ^` EXCESS OF 10,000 6FA GFA ' W (b) LOTS GONTAININ6 UP TO 5,550 S.F. 20,000 S.F. MAX. 11.0' 73 70 ALLOWABLE S.F./PLUS WMMENT5: GROUNDWATER +! — 12.5% OF EXCESS LOT 2,100.0 S.F. 473.9 S.F. T2,5-73.9 S.F. 1,460 S.F. ENCOUNTERED 6,0'BELOW U AREA OVER 10,000 S.F. GRADE ^` MM W W r`T +J C ❑ PROP.b. r2 O s o � BATHROOM 2 4 k © T 4 I 1 i .ear. I' '•1 » l p �. vwmr — i 1 — — — w c1l (DoBATra¢aoM i — _� — LJJ W Cl V Z c-I\JJ/J W Z W }} �❑ ` ❑ = W az F= Z W sa Er 0 uwNe ROOM 2 BmRooM e p _ 2eo er. a ar. is er. Z 4 PORCH 9 o 0 uJ eo ar. n El In _ _ �� I I_ I ��i IL 2T-T' ; l NE2 Y N PROPOSED FIRST FLOOR PLAN PROPOSED 5EGOND FLOOR PLAN 'A 037 © �� SCALE, 11V= 1'-0' �\ w -730 S.F. HABITABLE AREA x'41-E' Ise'= I'-O" '130 S.P. HABITABLE ��of f�1 W v o a Q N Z N a K �mwo O�w FZ�Q U� � K Q Q y�j lxpOw O Z J x U Q U R Q LL J 0 w J J~Z —_ _— PROPOSED RIDGE HEIGHT m�a 5> \ ELEV. +52A Z'u Z a N �Q TF wN =aQ wx I.LL O w Q}O LL p >-F � Z w Zow pQ oaF�� a a 0¢Q � ow o z zQWa0o —� �w3ZZ ¢xrao OZ 4�° PROP. 5EGOND F.F. w a Z=�n �w�ao � ELEV. +15.4'Y Z w o a o F gn. = N � y U' j Z Uw w= J H Y wNaoa =w.¢IF I � -oono IMFI � PROP. ffIRST FINISH. FLOOR --------ELEV. +10.0' -- - BASELINE AVERAGE GRADE ----------- ------_.-_-_- ---___.-- ---_- ELEV. +73' U SOUTH ELEVATION (FRONT) EAST ELEVATION (RIGHT 51DE) G) m 4-1 5GALE: 1/5" = 11-O" SCALE: I/W= I'-0" .— L </-� CD LL Q Eli- W - - 0) W to 0 zLLJ `-i 2 W � } ¢ z - j -- -- 0 z F= ��❑� W om z Z oa Q PROPOSED o O 2 w PLUNGE POOL71 ��711 CD --- -- --- -- --- - - - -- -------------- - Ilk � c�. o �J .r � A a MN x L------J Z .;�. Q M 6.0' OROUNDWATERIA u;,a cg ei Q NORTH ELEVATION (REAR) WEST ELEVATION (LEFT SIDE) Tc F V Lo / SGALE: 1/b" = 1'-0" 5GALE: I/8"= 1'-0" a LOT COVERAGE N SOUTHOLD TOWN CODE 2&0-124 (B) m a o W. DESCRIPTION (FOOTPRINT) AREA % LOT COVERAGE o o 0 N / i /' !. / / TOTAL LOT AREA 131912 S.P. z N FRE5HWATE !JETLAND / /; ; o z -" BOUN RY AS FLAGGED / // i' i; / / .� m J Q a gj i X&6Lt�ENVIRONMENTAL PROPOSED RESIDENCE "144.6 S.F. 5.4% a=5 / 15' NON-DISTURBANCE .�1 SERVICES MAY 141 2022 >>F}m i G+ ' - // •' / / / i -I PROPOSED COVERED ENTRY 48.0 S.F. 0.3% BUFFER TO BE ('�' ` i / /'' i,` / j x m W n 3¢ REMEDIATED ONCE TO / PROPOSED PLUNGE POOL q1.0 S.F. 0.1% E o=z 5 MANAGE INVASIVE / i E z U o<N�10 / ' / ' / �'/ / i" - '' i ,'/ ' i ! TOTAL AREA OF ALL 5TRUCTURE5 863.6 S.F. 6.4% a o a a o SPECIES AND PLANT /i b 9 a o LL o w NATIVE, NON-FERTILIZER o c z o LL = MAXIMUM LOT COVERAGE ALLOWED: 20% c 3 DEPENDENT / �/ ' ,' % : 'i /;/' / /; '• ''• i ' . ,'/ " / ' i / / / J � VEGETATION / i' / / !"'/' // 'i,' / i' ' / / ' /' /, ii t Q w W //' o oy wawa cl SPLIT RAIL FENCE TO ' / '/i /' >/ , / ;''," ' ;/ BE INSTALLED DIVIDING /' �/ ' "' d o z a z l o NON-DISTURBANCE i I f BUFFER FROM REST OF / % % : % / .' i / ;i;'� / �< N 8 _ o w 3 a o PROPERTY SITE LAYOUT NOTES.I. THIS 15 AN ARCHITECT'S SITE PLAN 8 15 �z-� SUBJECT TO VERIFICATION BY A LICENSED a w 3 a cc o LIMITS OF < z¢oo'. 8 CLEARING, SURVEYOR. THE INFORMATION 5 F F o a x /' / / i !` ' '// / / % i �� ✓ I REPRESENTED ON THIS SITE PLAN 15 TO THE a 3 a H a v 2 15' NON-TURF BUFFER ! i i ;<s' GRADING d ARCHITECTS BEST OF KNOWLEDGE. _ M LANDWARD OF SPLIT i / j i// / y -_ ::.. ' GROUND ' Q m&o RAIL FENCE TO BE './'/ /', / - ' ;}' DISTURBANCE 2.SURVEY INFORMATION WAS OBTAINED o o a o VEGETATED WITH FROM A SURVEY DATED APRIL 15,2021; NATIVE, NON-FERTILIZER UPDATED MAY,02 2022 AND PREPARED DEPENDENT s i ;; i BY, KENNETH M.WOYGHUK VEGETATION -'/'i, /;';- PROPOSED POOL LAND SURVEYING,PLLG PO BOX 155 EQUIPMENT W/SOUND AGUEB06UE,N.Y. 1193170 DEADENING ENCLOSURE TELEPHONE: (631)298 1588 4--1 PROJECT / ZONING DATA m TRUSTEES PIER LINE \ GRA55 I N \ --- TAX MAP# 1000-42-0I-OI LIMITS OF `'i./' ;" / i/"',`'' FENCED AREA ,\ r CLEARING, 6 - / PROPOSED POOL _ / '' �`.;,;;, ZONING DISTRICT R-40 NON-CONFORMING U GRADING 4 j 1, FENCE;APPROX. 13.0" \.. \ PROPOSED GROUND ' / % : 123 LIN. FT. > \ -�\�O POOL LOT AREA 0.3 ACRES — DISTURBANCE /'' i / ';' / <:\��\����\�\1- i - - DRYWELL ` VJ 1 FEMA FLOOD ZONE X`50' SETBACK n Q PLUNGE POOL t FROM WETLANDS DISTRICT PERMIT#10406;DUNE 14,2023 WETLANDS A � DEC DISTRICT PERMIT PENDIN6 GREENPORT WASTEWATER 80'-10" - ;• i; 2q�' i i' ;'i/ CONNECTION 3 BEDROOM PROP. AG PROPOSED ' % %' : / :/ i.• / t UNITS DRYNELL % ZONING REGULATION5 MAIN BUILDING / ,• = 8'W X2'D. -- - '/',.•' -j• PROPOSED 2/ ' ' / ' CL STORY - '` PROP. RESIDENCE; - /.0 50UTHOLD TOWN GODS 280 124 (B) ,% , % - I00' SETBACK LLJ PROPOSED --COMPLIES - - - - - -- - d' COVERED: �.F.ELEV 10 j=, er FRESHWATER WETLAND �: ,-' ' 'j, ENTRY ;'i' ' ' ;', ;/i "-/: . ' I FROM WETLANDS W rn BOUNDARY A5 FLAGGED CV U z MIN.FRONT YARD 35.0' 25.0' NO BY DOLE ENVIRONMENTAL \i , r'f ONT T,'F`,L% ;'i' ' i i'"m,L_ O W Z I ' ';1 `-:r"I F ! i I'" ' MIN.SIDE YARD 10.0' IOS' YES W SERVICES MAY 14, 2021 i .' Q z /�i" ..- ���� v- i �/ V f� i, ' z YES MIN.COMBINED U) O / , / \ \\...\\.,• I 25.0' 0 SIDE YARDS W T O PROPOSED BUFFER ' ' lo'-b" Z p a AND EGOLOGIGAL 4"i'-Y2 MIN. REAR YARD 55.0' 411.2' YES Q w RESTORATION l i ;' c- I MAXIMUM HEIGHT 35.0' 25S' YES CLL O W 10-0 PROP05ED N cr AREA;MINIMUM 15' cD MIN. DRYWELL WIDE i l / `' %� 1=1na1 revi�ca t;aUm ZBd4 0 Cfl ' PROP05ED _:% p 8 W.X2 D. +its � . o PLAN NOTES- // i �' GRAVEL ,-O„ LBA Fi e i "7 �� p. ��� / ,t ALL WORK CONTAINED TO SUBJECT PROPERTY / .' DRIVEWAY d - � cV 0 O Date: �) / / � � ° PIER LINE DOES NOT APPLY AS PROPERTY TO i ' WALKWAY '" D Z p I MIN. '- n WEST IS VZfLANDS AND DOES NOT CONTAIN ANY / ;' •'';' \ 1 J Al z MIN. STRUCTURE5.HOME 15 IN LINE WITH STRUCTURES N /' , " :' / / 0 N I - -•-. `r !HABITABLE SPACES)TO THE EAST O " (6)TREES TO REMOVED AND REPLANTED OO DWELLING TO BE' O lll Q BE R m WITH A MINIM OF!b)NEW NATIVE TREES ` PUBLIC WATERO - W-W O I ytr ANY TREE REMOVED To BE REPLACED Id WITH AND 5ENJER i,. — OL NOV 2 2;J � a MU ' NATIVE HARDWOOD , , � ; 83019 T T'00"W 6.40' '� 0374Q� N PROPOSED SITE PLAN M A D 1 5 O N AVENUE ^ T� W ¢ �'..,»; r •r- `, -,�-# ,, APRIL 2"1,2025 z GENERAL SYMBOL KEY: - ; w 5� �� exlsnlys To RBMIN NEw Fd M7AnoN HALL TEST HOLE DATA m 4.4 w° ` t a PERFORMED BY G z a MGDONALD 6EOSERVIGES d 5 NEW moD FRAr¢ „,, Yai a Y**r! P.O.BOX 125& \� i •• �e • r ">w•�s SOUTHOLD N.Y. 11411 z o Do'w a d& « J � � n,, ' EL=8A' ❑w��� DRAINAGE SYSTEM INSTALLATION NOTES: • y W¢J z • OL DARK BROWN LOAM N F m a • A MINIMUM OF 10'5EPARATION IS REQUIRED BETWEEN DRYWELLS 4 ¢ .. - ,-' O5 x W U o 3 w WATER SERVICE LINE,UNDERGROUND UTILITY LINES,SEPTIC _ �"4 _ s�' p r' r }w " mw,ag COMPONENTS,LEACHING FIELDS,SERER COMPONENTS AND THE I "�� '' ML BROWN SILT i o uwi EDGE OF ALL FOUNDATION WALLS • A MINIMUM OF 5'5EPARATION 15 REQUIRED BETWEEN DRYHELLS d } i, 6. s4 ,.` 3,p _ H ¢ CONCRETE SLABS AND PROPERTY LINES • ! - r i 1 !. I t Y: . .r• ifr lG A o o zo¢ax CONNECT ALL GUTTER LEADERS TO NEAREST DRYHELL {{'' t`{ J L?3 { r ra BROWN 51TTY SAND t ¢ M z� Ir rt`zo 5h1 WITH 10-20% u� W z w 2 y a i 3 <(1. GRAVEL o m N ao S o DRAINAGE CALCULATIONS ; 'A bA y 5 w o!-' c % :% WATER IN BROWN uR a m NEW IMPERVIOUS SURFACE �r �i FF �,.,. �' j � � T- I. /;:. BITTY SAND WITH m E AREA -PROPOSED 7g2b S.F. I �„ _°k i 10-20%GRAVEL 'm o z a z o �I RESIDENCE ► .;. - bA; '' s F S W 2° RAINFALL EVENT* SURFACE 134.R % a s 3 a AREA oc io- 422 CU.FT.VOLUME PER FOOT 32 S.F. OF 810 POOL KATER PROVIDE(2) 8'Q X 2'DEEP DRYHELL5 NE I O HBOR I NO PIER LINE Sw BROM IN PALE N a N¢U .' % BROWN FINE TO COARSE SAND x w z_ ¢ w�m¢O SOUTHOLD TOWN CODE 250-207 (A)(1) LOT SIZE/AREA IN ALLOWABLE TOTAL EXCESS OF 10,000 13�g1.2 S.F. 3,-Igl2 S.F. 6FA GFA (b) LOTS GONTAININ6 UP TO 5,550 S.F. 20,000 S.F. MAX. I IA'"-'' ''•' -C) ALLOWABLE S.F./PLUS COMMENTS,SROUNDWATER +J 12.5%OF F-XCE55 LOT 2,100.0 S.F. 473.q S.F. 2,5"13.q S.F. 1,460 S.F. ENCOUNTERED C TERED 6A'BELOW , AREA OVER 10,000 S.F. � )� �y LjJ l 9 1 +J r'- U °"' _ � rNOP.Ion 9LGR I�J '`'� [ ISILc+EN DINING Room L _ 4-2'�. 5 ' y. _ W 4 w k E'eg Dept coPY from1B4 2 w ILW z -1 ai \ � ,�BAlV$700M I \� !, •'��._ Z3A File mints N U W i seer. CdtL: $�� = w Q } -I � o (n 0 cr r � _ � Ca LLI 0 IL LIVING ROOTS eIDROOM s o O c w _I sPoRcms 1 ,� ED APO, o � i! 1 Y' "i' Ix ---------------- zo' p,_ AlO 41 c J/ N cli PROPOSED FIRST FLOOR PLAN PROPOSED SECOND FLOOR PLAN 9 I� 730 S.F. HABITABLE AREA SCALE, I/5'" r-0' 750 S.F. HABITABLE SCALE' I/5'=I'-0• 4� OF N \ Law�r a. a Q N Z N w gY r=-mao OOW3 Z=Q J~K R Q Q H W O 2 J= U Q �N LL j W J O Q O W� Z � NmFrw m PROPOSED RIDGE HEIGHT m a 3 —_ ELEV. +32A' Z-,0`u) QQ pp � N N Q =M A LL S 2 U O p Q p LL Q t Z N -Z 2 _ yoyb� a¢wa Y O N FFH1 � N � O 6=.sW a2ei N O �Z W Z. O _� c 2 a WQIra U Z N =}jaZO N �w s N U 45° PROP. SECOND P.F. ry y N 3 Ott ELEV. +18.4' Z t o ga�w= 8 yWj�30> a m o Ww ¢a O O W J�i� PROP. IR5T FINISH. FLOOR ELEV. +10.0' D BASELINE AVERAGE GRADE -a--j — ELEV. +-7.5' U SOUTH ELEVATION (FRONT) EAST ELEVATION (RIGHT SIDE) (D m SCALE. 1/b"= 1'-0" SCALE. I/a" = 11-O" .— + Q cn Q HE] a w �B?dg Dept copy from IBA � - rinal revieviad documentsUJ U Z �BA File �18�C?5 z Date: ) / - U Q Q z ® z F= Z � oa z PROPOSED o Q w PLUNGE POOL I I III J N ��.. � in C9 I .D p ter, I I � . M———— --- -, 6.0' GROUNDWATER o NORTH ELEVATION (REAR) WEST ELEVATION (LEFT SIDE) t�CP SCALE, 1/5"= I'-0" SCALE. 1/5"= Ib" c� o a SITE LAYOUT NOTES: I. THIS 15 AN ARCHITECT'S SITE PLAN d 15 13,2b' / SUBJECT TO VERIFICATION BY A LICENSED / /rr3: SURVEYOR. THE INFORMATION a. Q REPRESENTED ON THIS 51TE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLED6E. 0 UJI _ FRESHHATER W�LAI.Ip 5 / // //// ////'///✓// On 2.5U W RVEY INFORMATION AS OBTAINED @ BOUNDARY AS FLAGGED / / / / // / / // , / // '� FROM A SURVEY DATED APRIL 15,2021; s-i BY DOLE ENVIRONMENTAL / / / / / / J- / / UPDATED MAY,02 2022 AND PREPARED Qcm 15'NON-DISTURBANCE SERVICES MAY 14,2022 / // / � j / / / //// T BY: C Ln BUFFER TO BE KENNETH M.WOYGHUK C 7 tT REMEDIATED ONCE TO / // / / // / / J/ / // / /- jf LAND SURVEYING,PLLG = -a =O SPECIES AND PLAINT �01°351Q� // ////// // // J/ J/ J/ / / r // // b AGUPo EBO5UE,N.Y.11931 X 155It NATIVE,NON-FERTILIZER b / / / i- /- / J - / ^� / / / J- / / / / / O C3ZO / / / i /- J- / / / i / _ TELEPHONE:(631)2qH ISHB C '�3Y4 DEPENDENT ✓ / / / / / / / / / J_ / / / / '� / / u+ T U VEGETATION / /I / / / / / / / / / / / / / / / / / / / 0 X mN PROJECT/ZONING DATA c oom co SPLIT RAIL FENCE TO / / / / y 7- �- / / / / / / %L '/ / L Nci ccBE INSTALLED DIVIDING NON-DISTURBANCE // / /yam // /- �I TAX MAP a 1000-42-01-01 Q �a26 / / / / / / / / / / - 1 BUFFER FROM REST OF PROPERTY / / ///j /// /// ✓/ / lZ2•� / I / ZONING DISTRICT R-40 NON-CONFORMING LOT AREA 0.3 ACRES L 70 15'NON-TURF BUFFER LANDWARD OF SPLIT GROUND FEMA FLOOD ZONE X 4J RAIL FENCE TO BE // i // / / — — — DISTURBANCE C VESETATED WITH y T/ 1H — — ----_ ¢ I WETLANDS DISTRICT PERMIT#10406;JUNE 14,2023 (2) m NATIVE,NON-FERTILIZER -_ m DEPENDENT / / - I I +� VEGETATION yy / /// / --_ PROPOSED POOL DEC DISTRICT PERMIT PENDING + EQUIPMENT W/SOUND DEADENING ENCLOSURE ZONING BOARD OF APPEALS GRANTED tr7&4b;11/02/25 � c GREENPORT WASTEWATER 3 BEDROOM Q \ (n / / GRASS IN 1 I CONNECTION LIMITS Or, b / /� / PROPOSED POOL FENCED AREA 1 Q GRADINS / �// / FENCE;APPROX- 13.0'\ 1 r PRaP ED w LOT COVERAGE a 123 LIN.FT. \Q 1 \ rr 1 PGOL i O DISTURB AN \///) / ORYWELL o� F SOUTHOLD TOWN GORE 2&0-124(B) SETBACK F-U 1 / FROM Oa K DESCRIPTION(FOOTPRINT) AREA %LOT 6l'-b° Oi PLUNGE PObL b I WETLAND5 '0p COVERAGE U M TOTAL LOT AREA 13191.2 S.F. K r I PROP.AG a PROPOSED RESIDENCE '752.0 S.F. 5.5% DRYkELL PROP05EV 1 I UNITS 61,_10° Z/ ,� WKX2V.�_ PROPOSED 2 ' PROPOSED COVERED ENTRY 46.0 S.F. 0.5% STORY I PROP. RESIDEN r 100'5ETBACK PROPOSED PLUNGE POOL -11.0 S.F. 0.1% / COVERED F.F.ELEV Iq'; FREs1iATER WETLAND / // / ENTRY I (5 BEVRO MU 1 FROM V+ETLANDS 6 W TOTAL AREA OF ALL STRUCTURES a-11.0 S.F. .5% BOUNDARY AS FLAGGED � BY COLE ENVIRONMENTAL SERVICES MAY 14,2021 PROP.(2)1205. PROPANE TANKS MAXIMUM LOT COVERAGE ALLOWED: 20% V PROPOSED BUFFER a?'-y� lo'-b• AND ECOLOGICAL / / I I DRAINAGE SYSTEM INSTALLATION NOTES: RESTORATION C / / �/ 10--0.MI —� l A MINIMUM OF 10'SEPARATION IS REQUIRED BETWEEN DRYWELLS d AREA;MINIMUM 15' ��/ / \ 1 I I O WATER SERVICE LINE,UNDERGROUND UTILITY LINES,SEPTIC WIDE - / A I I p COMPONENTS,LEACHING FIELDS,SEWER COMPONENTS AND THE PROPOSED k 10--o°MIN% ^� - EDGE OF ALL FOUNDATION WALLS PROPOSED vRYVa<LL // /// R �,d o'-O°MIN �I m A MINIMUM OF 5'SEPARATION 15 REQUIRED BETWEEN DRYWELLS d b'WX2D.;lO'-o°MIN.FROM / / / WALKWAY FOUNDATION WALLS,5'-O' N / / / pIWz p W= in I N PROP.BURIED CONCRETE SLABS AND PROPERTY LINES MIN.FROM PROPERTY LINES O / / 1, � �7 I - I ELECTRIC LINE;D.-O. CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL b0 / 10 a. I 20 1 I - SEPARATION MIN. O r I FROM h�L TER LINE t�_ 1i _ I DRAINAGE CALCULATIONS N 65°I9'00°W M A v 15 0 }> (�VIE L--0�L 382'TO. O KAPLAN AVEwiE NEW IMPERVIOUS SURFACE o --- - _- - ---- - - - - - - -- [��f 1\(V• fIL!'fI \ AREA-PROPOSED -I80.0 S.F. 1 RESIDENCE 2"RAINFALL EVENT'SURFACE 132.E 51 TE PLP\N - - - __ _ AREA __ � 422 GU.FT.VOLUME PER FOOT UL 1--5 -2024 SCALE.. 1" = 15,_0„ OF 8'm POOL 3.1 S.F. -- PROVIDE(2)&'0 X 2'DEEP DRYWELLS --- --- - -- --- - PROJECT: 7 SOUND CHESHIR SUFFOLK COUNTY HEALTH DEPARTMENT APPROV �G DE PE RESIDENCE T AL �j�� H.S. REPERENGE NO.: _— — p '3F` OUTROI MADISON AVENUE GREENPORT,N.Y.11944 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DRA PROPP OSEDOSED SITE PLAN HERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMILY RESIDENCE ONLY PAGE: H D-01 DATE:O6/24/24 1 OF 1 DATE 7/14/24 S F. O. R-24-0812 APPROVED D FOR MAXIMUM OF NA BEDROOMS �\y EXPIRES THREE YEARS FROM DATE OF APPROVAL 037403 opt FOF 14 S.C.T.M. NO. DISTRICT. 1000 SECTION: 42 BLOCK: 1 LOT(S): 1 FRESH WATER WETLAND LAND N/F BOUNDARY AS FLAGGED BY - . -- -.•-.- ` COLE ENVIRONMNETAL SERVICES FRESH WATER WETLAND OF MAY 25, 2022 BOUNDARY AS FLAGGED BY VILLAGE OF GREENPORT ,SigCOLE ENVIRONMNETAL SERVICES MAY 14, 2021 f I 132.26' n SEP 5 2024 M.H. N gl°35'19 E �t 0 z -5U&DIN 11717 U MONE '4'�C14AINLINK FENCE C `L J 1 m o p p t0 O w � w 1 �ak�6 0 1WSILAG M.H. U ^ � x O 29.51 Z lL= FOUNDATION xI z 0 P/O LOT 14 CATIO AUG l+JO 72-4 TOP FND EC 8.9 0 s.s I N 4.411----zL1A(k F . 1c z 10.5' x�x` z 100• S zo.a ^I LOT 13 MON j N CL/ W N 83019'00"yV 11:4 j 76.40' 359.0' o Old 5 CONG SIDEWALK V o= CURB CONC.APRON - - - -- --- - -- -- - FOUNDATION--LOC. 08-21-24 MADIS�N UPDATE 05-02-22 AVENUE FIELD THE WATER SUPPLY, WELLS, D S AND CESSPOOL LOCA7)ONS SHOWN ARE FROM FIELD OBSERVAAONS AND OR DATA OBTAINED FROM OTHERS. AREA:13,791.20 SQ.F7. or 0.32 ACRES ELEVATION DATUM.• NAVD88 UNAUTHORIZED ALTERATION OR ADD/AON TO 7HIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 1S PREPARED AND ON HIS BEHALF 70 THE 7171E COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCE$ ADD17IONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: P/O LOT 14 CERTIFIED T0: 67 SOUND CHESHIRE LP; LOTS OF BENJAMIN H. REEVE, JOHN J. BARTLETT; MAP OF: CHARLES COLTON AND CLARENCE C. NILES FILED: JUNE 20, 1892 No.469 sITuATED Am GREENPORT TOWN OR SOUTHOLD SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUK LAND SURVEYING, PLLC �I / Professional Land Surveying and Design Qy AftQi/ P.O. Box 153 Aquebogue, New York 11931 FILE #221-14 SCALE:1"--30' DATE:APRIL 15, 2021 N.Y.S..LISG NO. 050882 PHONE (931)298-1688 FAX(631) 298-1588 FRESHWATER WETLAND BOUNDARY AS FLAGGED BY COLE ENVIRONMENTAL SITE LAYOUT NOTES: SERVICES MAY 14, 2022 13� / I. THIS IS AN ARCHITECT'S SITE PLAN 4 IS SUBJECT TO VERIFICATION BY A LICENSED p SURVEYOR. THE INFORMATION d REPRESENTED ON THIS SITE PLAN IS TO THE Q VACANT /' /' // /' //// /' O ARCHITECT'S BEST OF KNOWLEDGE. O w LAND T �// / // / // / / d' 2. SURVEY INFORMATION WAS OBTAINED J ca FROM A SURVEY DATED APRIL 15, 2021, c0 15' NON-DISTURBANCE / / / ,/ / / // / / // / , / , MOST RECENTLY REVISED MAY 05, 2022, BUFFER W NATIVE, NON-FERTILIZER // N AND PREPARED BY: p/ / / / / / / � - / / 1- / N DEPENDENT VEGETATION KENNETH M. WOYCHUK = -p _0 - 1 LAND SURVEYING PLLG If)y..O P.O. BOX 153 AQUEBOGUE, NY IIg31 a ca�v TELEPHONE: (651) 2�18-1555 T O de- X N SPLIT RAIL FENCE DIVIDING / / I / / / % / �- / // / / j / / // / / �- // / O O m0 4-1 1 , NON-DISTURBANCE SUFFER � / // / / // / / /� / / / / - �'� / / / / / � -O O +,,r- / / / / / / I PROJECT / ZONING DATA 4-J N FROM REST OF PROPERTY / / / / / / / / / / / / / j / / / - - I -" p O cc TAX MAP # - - - a�O � / / / r / / / / / / / ✓ / I 1000-42-OI-OI Q 0 ZONING DISTRICT R-40 NON-CONFORMING (D 15' NON-TURF BUFFER - - - - - - - -- / I POOL FENCE; - L_ LANDWARD OF SPLIT RAIL \ ' // / / // / /' �� APPROX. 125 LIN. FT. LOT AREA 0.3 ACRES / FENCE VEGETATED w/ /� / / % / / / NATIVE, NON-FERTILIZER - FEMA FLOOD ZONE X DEPENDENT VEGETATION Fj / - - - , U , POOL EQUIPMENT w/SOUND WETLANDS DISTRICT PERMIT #10406; JUNE 14, 2025 � M DEAMENING ENCLOSURE 4_J 77 DEC DISTRICT PERMIT PENDING/ 0)POOL D.W. ZONING BOARD OF APPEALS GRANTED #7848; 11/02/23 � GREENPORT W W ASTEATE QR � \ /A r / � CONNECTION 3 BEDROOM PLUNGE _ I I__L Q POOL LOT COVERAGE PRIVATE RESIDENCE -- —_ --z-=.- --- / W PUBLIC WATER 4 SOUTHOLD TOWN CODE 200-124 (5) Q / I 6RA55 IN I 80 WE7LAND5 CONNECTED TO FENCED AREA \I I SETBACK &REENPORT 5EWER - - - -- LI LOT DISTRICT A/C UNIT DESCRIPTION (FOOTPRINT) AREA COVERAGE VACANT / / / L / I — TOTAL LOT AREA — 13,7q 1.2 S.F. LAND 6 / / I 2-5TORY WD. FR. DWELLING w/ ,- RESIDENCE 732.0 S.F. 5.5% GRAWLSPA�E (3 BEDROOMs) 100' 5ETBACK _ COVERED ENTRY 48.0 S.F. 0.590 FRESHWATER WETLAND / / F.F. EL.=10. ' I FROM WETLANDS — BOUNDARY AS FLAGGED / / / / I — PLUNGE POOL q 1.0 S.F. 0.7% BY COLE ENVIRONMENTAL // / / I ` ELEC. METER ON 0 SERVICES MAY 14,2021 // / / I TEST I , H-FRAME TOTAL AREA OF ALL STRUCTURES 871.0 S.F. 6.3go 0 COVERED HOLE I ` F BUFFER AND /' // PORCH EL.=8.0 I �\ MAXIMUM LOT COVERAGE ALLOWED: 20Y o ECOLOGICAL / / // / 0 I Z LLI - / RESTORATION 6 / / / 18'�x2' i \ IW ILU 3 m AREA; 15, WIDE // / // / \\D.W < a GRAVEL I} I I a DRIVE 4 Iw 7- w w I I-1 m 0 KWAY D_ LH I `�i la IQ 11 Zilu Ig I f } a z O V / / / w i / I Im / r a < = o F \N 53°111'00"W -I6.40' 1 L_p z DRAINAGE SYSTEM CALCULATIONS: a LINE OF 100 TOTAL IMPERVIOUS ROOF COVERAGE _ 102 5.F. o L o T SETBACK 902 S.F. x 2" RAINFALL EVENT = 150.5 G.F. STORAGE REO.'D FROM - WETLANDS N N (1) 8(P DRYWELL PROVIDES 42.22 G.F. PER FT. OF DEPTH 4 �r (2) 8'(P x 2' DEEP D.W. = 165ba G.F. STORAGE PROVIDED a c o 0 MAD 1 5j0N AVENUE SITE PLAN PROJECT: 5GALE: 1" = 15'-0" 67 SOUND CHESHIR RESIDENCE SUFFOL< COUNTY HEALTH DEPARTMENT APPROVAL H.S. REFS ENCiE NO.: R-24-0812 550 MADISON AVENUE GREENPORT, N.Y. 11944 S FFOL KCOUNITY DEMART &TENT OF HEATH SERVICES DRAWING TITLE: A PRO VAL OF CONSTRUCTED 1 '0RK"\S FOR PROPOSED SITE PLAN ASI GLE FA LILY RESIDENCE PAGE: Date 6/18/25 H.S. R ef N!o. R-24-0812 H D-01.01 �...—...y __.-....� -JI The sewage disposal and water supply facilities at this location have been UTU DATE:06/24/24 10171 inspected and/or certified by this Department or other agencies and found !0 m Iv LF� to be satisfactory FORA MAXIMIUM OF Na BEDROOMS. � FtEDACD ti = ^ ,� JOQ ATHAN PAI, RE., CHIEF `'----', 037405 p� �OF Office of Wastewater Management Generated by REScheck-Web Software Compliance Certificate Project 520W.Madison Ave Energy Code: 2018 IECC Location: Greenport, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 180 deg. from North Conditioned Floor Area: 1,597 ft2 Glazing Area 16% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false i i Construction Site: Owner/Agent: Designer/Contractor: 520W Madison Ave Greenport, NY 11944 ICompliance: Passes using UA trade-off Compliance: 7.8%Better Than Code Maximum UA: 258 Your UA: 238 Maximum SHGC:,i 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 Gross Area . .Assembly or Cavity Cont. . . Ceiling: Flat Ceiling or Scissor Truss 799 49.0 0.0 0.026 0.026 21 21 Wall Front(south):Wood Frame, 16"o.c.Orientation: Front 503 21.0 0.0 0.057 0.060 24 25 Front Door: Solid Door(under 50%glazing) 2 Orientation: Front 4 0.200 0.320 5 8 Windows south:Vinyl Frame SHGC: 0.40 60 0.320 0.320 19 19 Orientation: Front Wall Rear(north): Wood Frame, 16"o.c. Orientation: Back 503 21.0 0.0 0.057 0.060 20 21 Windows-north:Vinyl Frame SHGC: 0.40 145 0.320 0.320 46 46 Orientation: Back Project Title: 520W Madison Ave Report date: 05/24/24 Data filename: Pagel of 2 i i Prop-Gross Area Assembly or Cavity Cont. Wall Rear(west): Wood Frame, 16" o.c. 459 21.0 0.0 0.057 0.060 23 24 Orientation: Left side Windows-west:Vinyl Frame SHGC: 0.40 63 0.320,' 0.320 20 20 Orientation: Left side Wall Rear(east):Wood Frame, 16"o.c. 459 21.0 0.0 0.057. 0.060 24 26 Orientation: Right side Windows-east:Vinyl Frame SHGC: 0.40 31 0,320" 0.320 10 10 Orientation: Right side Floor:All-Wood joist/Truss 799 30.0 0.0 0.033, 0.047 26 38 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the RES check Inspection Checklist. Name-Title Signature Date Project Title: 520W Madison Ave Report date: 05/24/24 Data filename: Page 2 of 2 AP PROVED AS NOTED PLUMBER CERTIFICATION D� 8 ON LEAD CONTENT BEFORE DATE: 4-A44' B.P.# CERTIFICATE OF OCCUPANCY FE 1 '11 '00 BY: SOLDER USED IN WATER NOTIFY BUILDING DEPARTMENT AT SUPPLY SYSTEM CANNOT 631-765-1802 8AM TO 4PM FOR THE EXCEED 2110 OF 1% LEAD. FOLLOWING INSPECTIONS: FOUNDATION-TWO REQUIRED FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING ,PLUMBING INSULATION AL4 PLUMBING WASTE &WATER LINES NEED FINAL-CONSTRUCTION MUST TESTING BEFORE COVERING BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR BloweruCtW�Tk DESIGN OR CONSTRUCTION ERRORS and d testing required. COMPLY WITH ALL CODES OF NEW YORK STATE&TOWN CODES Fire separation AS REQUIRED AND CONDITIONS OF required as per -`7 9 Lf 8 SOMMITOWNZBA 11-1 to-23 NYS Code ,,, \ St�OtDTOWNPIANNnVGBOARD -1 I 0 Sail{ 70WNTRU$tEES I b- R N.Y.S.DEC Must,provide Manuals - a - D8 I a� �j 2� D,'J and S as Co NYS Energy de ELECTRICAL INSPECTION REQUIRED RETAIN,STORM WATER RUNOFF PURSUANT TO CHAPTER 236 DO,NOT�yNTSDLI`RWrk OF THE TOWN CODE FRAMING OF FOUNDATION LOCATION HAS BEEN APPROVED. i TRUSS PLACARDING REQUIRED ; rq b, u I II)i H IDE Q a. o Lu Lu J N Q ;+_' N O � 'r a-4t', ' ! 'ra% ,"fib.'-z`s' :,.,#,_.1., ,. :'",.' ' P+ y'o`rx'".�^�. `RA '''e .L 6. „- .. ,.^;;"'', ;�N JP.T?�yrj "s$,'#*+F71 fir^'...,-, _- _,...,._....-....._ �,s�»..� -__. .._,�.p.,,, .,.---,.m.....�, ...- - , ..._ .. .. �y �". V/ SITE LAYOUT NOTES: ' . / '' LL _ I. THIS IS AN ARCHITECT'S SITE PLAN IS t x �' - . t # •r:��+adtlr vv"'''I`bx, ..,.w,i°- '! �.t, x"r ',�s`•. � -` l ab-TJ - s;+ti • �•+ SUBJECT TO VERIFICATION BY A LICENSED j ttta r +� ,f - _ �1� ,Are tRMt r q :• � . s Y Z i •4 k ,I - ,�SAjj,M} pjs'� O C CV z O SURVEYOR. THE INFORMATION rn r �:t (;' ti.r}*� •Ca REPRESENTED ON THIS SITE PLAN 15 TO THE w ,t��u ®•. f ,, y! `a,�. at. y "^ ,* Q- ti«,'rev` , " %,i+*�f Y 3''J►` 'e'r�."+r'a 6' '�+l��.p- • `P '" .�4--`J 'a , V ARCHITEGT'5 BEST OF KNOWLEDGE. O �/ r*$ y 1 r f.� !�„l ..-. C x �U :ram ° '{ '•.a aw r;' "a,a.f 1 'A.r^ +b'..-"_'r i:l� � ,.s. F ,, +''{41y,+xti.M ., fir- M �`' '^^....'• „' _'�' ~t 0 O - CD 2. SURVEY INFORMATION WAS OBTAINED y - `i r' ¢e y -s k * y .r,r I , .i: i 'fr" {t'"d + .M r _ ^-y 0 m 4 M A SURVEY DATED APRIL I5 2021• ! 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R e:.+. ,. , c ry • 4 SPLIT R/ / / /- / / % / / / / / ` •� : � Ff '': ,� . �' '� "„..� , ,� w'.,h,kx:#:t_'�. ,. .._„. . �- - BE INSTALLLED DIVIDING .., NON-1-DISTURBANCE . ..+a -_ •+ ,. ."'^..s... ........:.:r.�a'_...._:..s:l'.u..a_.u.sa.:.-.....�.....:_r,..l<.•,s-: ...c_=,...-._ ',..,,.r.i.......a:_...w,w..a:W:.m a.':.. • BUFFER FFRO P REST OF ROPERTY / /� / // // / /� // // /// // // /// /� // // /, I / / � tp . .�...., .- ... w LOCATION MAP C!) CLEARING, SCALE: NTS ❑ 15' NON--TURF BUFFER // / / / / / / / Q 1/6RADIN6 a LANDWARD OF SPLIT // / // // / / ��S6p GROUND RAIL I FENCE TO BE DISTURBANCE VESZETATED WITH NATIVE, NONN-FERTILIZER - - ❑!� DEPENDENT / go VEGETATION PROPOSED POOL / / I EQUIPMENT W/SOUND '- --_-_- / / / DEADENING ENCLOSURE O I .00 -� PROJECT LOCATION & SCOPE --------------- i/ -------.-_------------ - 1 FROfi�OS�D S I NO LE FAMILY RES I DF-NGF & ZONING 0 TRUSTEES PIER LINE ` -� ----- SITE PLAN DATA LIMITS OF z / �4 FENCED AREA IN .-I --- --.------_ GLEARIN6, 6 / / % PROPOSED POOL _ I 6RADING S FENCE;APPROX. �I3.0\_ I &ROUND / / )/ / �� 125 LIN. FT. \O !I 1 PPROQ05ED OOL F O�❑�"� �ATA : C�-QQ2 ,QQ GENERAL NOTES DISTURBAN // / / / Y r ` 1 DRYWELL ENERGY TABLE _ / ; L 50' SETBACK / i ,/ // ° a,P_6'P Q PLUNGE POOL 1 FROM STRUCTURAL DESIGN CHARTS WETLANDS PROJECT / ZONI NO DATA ` HOLDOWN, ANCHOR BOLT, TAX MAP # 1000-42-01-01 STRAPPING / I PROP. AG , & NAILING DETAILS .,o,o/x / / s PROPOSED � ' ' UNITS 8wx2� ZONING DISTRICT R-40 NON-CONFORMING FASTENING SCHEDULE PROPOSED 2 � STORY p 1 LOT AREA 0.5 ACRES -00�-•�?O FRAMING GRAPHICS PROP. RESIDEN 'I p L 100' SETBACK / I CavERED' F.F.ELEV. IO' BEAM CONNECTION PATTERNS FRESHWATER WETLAND // // / _ ENTRY I FROM WETLANDS BOUNDARY AS FLAGGED / // / 3g =BONY YARD _ _ FEMA FLOOD ZONE X BY DOLE ENVIRONMENTAL 5E75AGK PROP. (2) 1200. WETLANDS P157RICT PERMIT #10406' JUNE 14, 2023 SERVICES MAY 14, 2021 / // / FIREBLOCKING DETAILS PROPANE TANKS ' _ - I ® I •®C� PROPOSED FOUNDATION PLAN / / 1 PROPOSED BUFFER / / / DECDEG DISTRICT PERMIT PENDING AND EGOL061GAL / / 47 2 �� � I � I � O-6 RESTORATION 7 / / ,/ 10't0°� PROPOSED ZONING BOARD OF APPEALS GRANTED #7848; II/02/23 PROPOSED FIRST FLOOR PLAN PRYNELL z AREA;MINIMUM 15' / NNN����� WIDE / // PROPOSED o 0 o I IN I \ 8 W 2 D GREENPORT WASTEWATER Lu GRAVEL I Q CONNECTION 3 BEDROOM PLAN NOTES, t // / DRIVEWAY d o 0 o I 'EMI°III\ 0 - I O2 .00 PROPOSED SECOND FLOOR PLAN ALL l^IORK CONTAINED TO 5UBJEGT PROPERTY / �1 ry X PIER(LINE DOES NOT APPLY A5 PROPERTY TO / / / WALKWAY �j� Q►� �, b WEST 15 HETLANDS AND DOES NOT CONTAIN ANY / / Ul J I w-I MIN. O PROPOSED PROPOSED STRUCTURES.HOME 15 IN LINE WITH 5TRUCTURES No / / o 0 0 0 y (����yy PROPOSED ROOF PLAN (HA6ITABLf SPADES)TO THE EAST '� DWELLING TO BE / I- (�, I I 1 oV HABITABLE GROSS (6)TReEES TO BE REMOVED AND REPLANTED CONNECTED TO 1301 / fn WITH A MINNIMUM OF(6)NEW NATIVE TREE5 PUBuc WATER I N SPACE AREA ANY TTREE REMOVED TO BE REPLACED IPI WITH AND SEWER FIRST FLOOR AREA 732 S.F. '732 S.F.NATIVE HAIRDWOOD _ lyj N 83°la'OO"w 5 - 76.40' -2O ( .00 PROPOSED EXTERIOR ELEVATIONS o M A D 15 O N AVENUE 5EGOND FLOOR AREA 752 S.F. 752 S.F. AREA TOTALS 1,464 S.F. 1,464 S.F. PROJECT: SITE PLAN A-50 I .00 BUILDING SECTIONS 7 SOUND CH ES H I R E SCALE: I" = 15'-0" LOT COVERAGE SOUTHOLD TOWN CODE 280-124 (B) RESIDENCE a" TH I OK RE I NFOROED CONCRETE DESCRIPTION (FOOTPRINT) AREA % LOT "*Tw COVERAGE A-401 .CJO DESIGN DETAILS DRAINAGE SYSTEM INSTALLATION NOTES: 241I 1DIMETER TOTAL LOT AREA 13,7g1.2 S.F. MADISON AVENUE • A MINIMUM OF 10' SEPARATION IS REQUIRED BE1fWEEN DRYWELLS ORASS SHOULDER AREA (T1'P.) WATER SERVICE LINE, UNDERGROUND UTILITY LIMES, 5EPTIG INLET ORATE � FRAME PROPOSED RESIDENCE 752.0 S.F. 5.3% GREENPORT, N.Y. 11944 COMPONENTS, LEACHING FIELDS, 5EWER COMP0INENT5 AND THE OR DEFINED SURFACE OO\/ER EDGE OF ALL FOUNDATION WALLS PROPOSED COVERED ENTRY 48.0 S.F. S- ® .o® PROPOSED STRUCTURAL PLANS DRAWING TITLE: • A MINIMUM OF 5' SEPARATION IS REQUIRED BETIWEEN DRYWELLS � CONCRETE 5LA55 AND PROPERTY LINES PROPOSED PLUNGE POOL a1.0 S.F. 0.-1% • CONNECT ALL GUTTER LEADERS TO NEAREST DIRYWELL PROJECT LOCATION &SCOPE TOTAL AREA OF ALL STRUCTURES 871.0 S.F. 6.330 SITE PLAN & ZONING DATA DRAINAGE CALCULATIONS (SJ =�) MAXIMUM LOT COVERAGE ALLOWED: 20% NEW IMPERVIOUS SURFACE e AREA - PROPOSED 750.0 S.F. RESIDENCE - " ZONING REGULATIONS MAIN BUILDING 2" RAINFALL EVENT' SURFACE _I I ( I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ PAGE: AREA 132.Fa I_- I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ - SOUTHOLD TOWN GORE 280-124 (B) 42.2 GU.FT. VOLUME PER FOOT 3.1 S.F. I I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I _ OF 8'� POOL _( - PROPOSED COMPLIES olmoo PROVIDE (2) &0 X 2' DEEP DRYWELLS UA ; I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ - ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ( I I I- MIN. FRONT YARD 55.0 25.0 NO I MIN. SIDE YARD 10.0' 10.5' YES DATE: 04/11/24 1 OF 10 I MIN. COMBINED 25.01 57.7' YES SIDE YARDS , OZ I I I I MIN. REAR YARD 55.0' D11.2' YES N PRECAST GONG. MAXIMUM HEIGHT 35.0' 25.5' YES '' a = ` O ROUND LEACH I NO R I NO. SEE '' F" NATER OALGULATIONS ON SOUTHOLD TOWN CODE 280-207 (A)(1) SITE PLAN FOR REO'D �: ¢: ''t EFFEGTI�IE DEPTH LOT SIZE / AREA IN 13,7ci1.2 S.F. 3,7Q1.2 S.F. ALLOWABLE TOTAL 2'-O II D I METER �S 2'-O II ExGEss of io,000 Of-:A oFA �� sk :: # � t •�� (b) LOTS CONTAINING UP TO 3350 S.F. F MIN. PER SITE PLAN MIN. 20,00o S.F. MAX. ALLOWABLE S.F. / PLUS i � �� RYt' +' ✓ E E GLEAN SAND � ORA\/EL FILL 12.59b OF EXCESS LOT 2,100.0 S.F. 473.1 S.F. 2 573.a S.F. 1,464 S.F. # STORM NATER DR`rNELL DETA I AREA OVER 10'000 S.F. G-001.00 SCALE: 1/2" = P-O" NOTE5 � 5FE(C,F I GATI ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY AE35RE Y I AT I OI VS IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEMP THIS CONSTRUCTION DOCUMENT BINDER 1. ALL LUMBER SHALL BE DOU6LA5 FIR LARCH #2 8 BETTER (Fb = 5-75) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXI5TIN6 FOUNDATION AS IT TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY rO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEN& PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED w1TH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAYING SUB-CONTRACTORS IN SUCH A HANNER TO ASSURE THAT THE CONDITIONS OF d 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 BA5E FLOOD ELEVATION INT. INTERIOR Q 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GENERAL GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE 2. ALL F007IN65 TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL BLDO. BUILDING K KIPS (1000 LB5) Lu I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 5. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT W APPLICABLE BUILDING DEPARTMENT. PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb",UNLE55 (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 5. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/So. FT., U.O.N. BM BEAM MANU. SPEC.'S MANUFACTURER'S SPEGIFIGATIONS J IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. GOUNGIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. C� 4'-O" BELOW GRADE, UNLE55 B.O. BOTTOM OF MAX. MAXIMUM ALL DIMENSIONS, CONDITIONS,AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY TEGO OR OTHERWISE NOTED Q t (V STRUCTURE/51TE SHALL BE FIELD VERIFIED BY 6ENERAL CONTRACTOR. EQUAL. 1. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, �OT. BOTTOM [MECH. MECHANICAL � •� LO PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65, U.O.N. CA 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL N. MINIMUM AND AUTHORITIES HAYING JURISDICTION„ FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED A6AINST FOUNDATION WALLS = _0 .-- 0 RULES SPECIFIED IN 1.1 THROUGH I.B. UNTIL I� TIER OF FRAMING 15 IN PLACE. G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF 1a88 z I� (9 b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, L_ 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE R:ESFONSIBILITY Z 0 U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, '1. FOOTIN65 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65. O O CV OF THE owNER/BUILDER COL. COLUMN NYG BG NEW PORK CITY BUILDING GORE INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 0- Co , _� 4 -i. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 5-1/2" BEARING BY THE 6RADEMARK OF A LUMBER &RADIN6 OR INSPECTION AGENCY 5. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED 0 r- 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS GONT. CONTINUOUS O.G. ON CENTER SHALL BE CLARIFIED WITH THE ARCHITECT/ENOINEER BEFORE PROCEEDING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. c O ate-+ N WITH THE WORK. 8. MIN. HEADER TO BE (2) 2 xl0 UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE DBL. DOUBLE OGG. OCCUPANCY O 0 C9 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. •� 0 m •�+ 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE Cf. ALL WOOD SILLS AND WOOD IN CONTACT WITH MA50NRY/CONCRETE TO BE IN510NIA OF THE 6RADINC AGENCY WHICH COMPLIES WITH THE DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION � N P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-cf9. 10. ALL CONCRETE TO HAVE AM ULTIMATE COMPRESSIVE STRENGTH AT 28 0 CO(B UNLE55 APPROVED BY THE ARGHITEGT/ENCINEER' DAYS OF 4,000 P.5.1., U.O.N. Q 0 p Q 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENIN6 SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET ,DIM. DIMENSION P. GONG POURED CONCRETE BEFORE THE START OF FRAMING ON PACE G-005. GENERALLY, 5HEATHIN6 15 OF 1/2 THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTC A I c10.1 STRUCTURAL GLUED LAMINATED 11. GONG. 5LAB5 TO REST ON MIN. OF 6 FINE GRAVEL OR SAND WITH D.J. DECK JOISTS PL. PLATE ROOF AND 15 OF CDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 5. DRY WELLS AS REQUIRED BY STATE ,AND LOCAL CODES. i EA. EACH PLYWD. PLYWOOD ^ ` Q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. w WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 ELEV. ELEVATION P.T. PRESSURE TREATED 11. SUB FLOORING, GENERALLY, TO BE OF 5/4 THICKNESS AND OF CDX GRADE. STANDARD SPECIFICATION FOR ESTABLI5HINC AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - NAILING A5 PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (5) 50. FT. EQUIP. EQUIPMENT REQ D REQUIRED 10. OWNER/BIJILDER ARE RESPONSIBLE F'OR ALL INSPECTIONS, APPROVALS, : 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 AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXIST. EXISTING Rf RISER II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BA5ED EXTERIR WATERPROOFING TO EXTERIOR OF FOUND. EXT. O 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" ABOVE FIN15H 6RADE. U ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER R THE RESPOARCHINSIBLE OR D NOT RETAINED F01Z SUPERVISION OF T+E WORK AND IS 14. PROVIDE 'X' CRO55 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES n 1 RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY 8'-O". 60VERNIN6 BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENOINEER. NO FAR FLOOR AREA RATIO STL. STEEL W M 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. F.A.Y. FRESH AIR VENT S.Y. SMART VENT '�� W 6-005. 1.5. PREFABRICATED WOOD TRUSSES: A55EMBLIES USING PREFABRICATED 1'1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY • 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ENGINEER. FF FINISHED FLOOR TBD TO BE DETERMINED TIMES. H, THE COMPLETION , T WORK, TI., CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS RUBBISH, WASTE MATERIALS, TOOLS, ETC:., GLEAN 6LA55 AND LEAVE WORK NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLA55 AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP 6L. TEMPERED GLASS BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TR.U55 DESIGN DRAWINGS, WHERE EVER APPLICABLE. r , 15. THE CONTRACTOR SHALL CARRY WOIZKMAN'S COMPENSATION AND GENERAL 1-I. PROVIDE ALL NAILING AND 5TRAPPINC ADDRESSED ON PAOE5 6-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.I.I. FLOOR JOISTS THK. THICK v c LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 19. UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A L AND ORDINANCES. Ia. 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 6 ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 036 SPECIFICATION FOR 6YP5UM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK /r ._ 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A Ib SPAN. WALLBOARD, ASTM G37 SPECIFICATION FOR GYPSUM LATH, OR ASTM C79 CONCRETE 5LA55 TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD \` r n SPECIFICATION FOR 6YP5UM 5HEATHIN6 BOARD. v J THE COMPLETION ON OF PROJECT. FOR A PERIOD OF AT LEAST ONE YEAR AFTER Ia. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME TYP. TYPICAL n l COMPLETION OF PROJECT. A5 PER PACE 6-005. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" W 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF DEEP d 5'-O" BELOW GRADE. FRPR. FIREPROOF U.c.N<. UNLE55 OTHERWISE NOTED Q ARCHITEGT/ENOINEER, AND THEIR AGENT'S AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FT6. FOOTING 1 VERT. VERTICAL qmm ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 6LA55 WINDOWS AND DOORS GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, Led. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 1. ALL 6LA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. 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 H.D. HOLD DOWN w/ WITH ITSELF INGLUDINE THE LOON OR USE IBLE TI O THEREFROM). (B) IS CAUSED K MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (P5 1) CONSTRUCTION AND 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER WHOLE OR IN PART BY ANY NEGLIGENT ULT OR OMISSION ), THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY CLEARANCES ARE PROVIDED. HDR HEADER WD. WOOD - I < 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 WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE 3. ALL 5LIDINC 6LAS5 DOORS,SKYL16HT5, AND ANY 6LAS5 UNIT INSTALLED HNOR HANGER �ZR ZONING RESOLUTION EMPLOYED B ANY OF THEM, H HERANY OR FOR WHOSE AGES ANY R THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, BE LIABLE REGARDLESS UN WHETHER oR NOT IT IS CAUSED IN PART BY A A. TRU55 JOIST MGMILLIAN IAE MIGROLAM UNLESS OTHERWISE NOTED. HOP_ HORIZONTAL PARTY INDEMNIFIED HEREUNDER. B. 6EORGIA PACIFIC 2.OE 6-P LAM 1.8.2. ORIENTED-STRAND BOARD (0515), WAFERBOARD ORIENTED-STRAND PSL (PARALLEL STRAND LUMBER,) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING A. TRUSS JOIST McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY MANUFACTURER'S SPECIFICATIONS. IG BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. SPEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT I 1�l✓UL�tT I ON $ FEN�STfi�AT I ON i�EQU I REMENTS OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE A LI SURE THEY ARE IN AGGORD ACT WITH THE DRAWINRO SPECIFICATIONS, 22 I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. ENERGY CONSERVATION CONSTRUCTION CODE. APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWIN65 FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING GORE, AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL 6. PROVIDE FLASHING PANS UNDER ALL 5LIDIN6 6LAS5 DOORS, WINDOWS, OR AUTHORIZATION OF THE ARCHITEGT/ENOINEER. ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. PROPOSED DESIGN CODE PRESCRIPTIVE VALUE s COMPLIES GORE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY COMPONENT VALUE CITATION (PER 2020 NYSEGGG) Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 7 ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE U-VALUE ■ 025 PERTAINING ARE TO BE FIELD VERIFIED. MAX.U-VALUE ■ os2 OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS FENE5TRATION U-VALUE MAX.AIR LEAKAGE ■ 0.30 GFM/SF YES 20. CONTRACTOR TO REMOVE 8 RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.l GELLULOSIG 8. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. &LASS AIR LEAKA6E ■ 0.50 C:FM/5F PER R4o2.4S d TABLE .5 0 ,FM -CLIMATE ZONE 4 EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM G205 STANDARD SPECIFICATION FOR SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. MIN.R-VALUE - 44 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM ED6E5. 9. ALL WINDOWS TO BE ANDER5EN. IF CONTRACTOR IS TO SUBSTITUTE WITH GEILIN6 R-VALUE T'SPRAY FOAM(R-441) PER TABLE R402.1.2-CLIMATE ZONE 4 YES 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE -_ -- _jl SPECIFICATIONS, UNLE55 NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH EXTERIOR(2°xb") wooD MIN.R-VALUE ■ 20(CAVITY) 22. PROVIDE FIREBLOGKING AS PER NEI�1 PORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I THE CHARACTERISTICSARISTIARE OF THE ANDELOH5,SENBUT WINDOW SPECIFIED. THE FRAME WALL R-VALUE R-21 BAIT INSULATION PER TABLE R402.1.2-CLIMATE ZONE 4 YES THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE 60VERNINC BUILDING CODE, AND ANY ADDITIONAL CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, � -_ �� 71 25. PLEASE NOTE THAT THESE PLANS AftE PROTECTED A6A'N5T ANY HOLES SHALL NOT EXCEED 4036 OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EORE55 MIN R-VALUE - Icl OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. REQUIREMENTS. FLOOR R-VALUE R-50 BATT INSULATION PER TABLE R402.1.2-CLIMATE ZONE 4 YES UNAUTHORIZED USE UNDER FEDERAL LAVy BY THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GRO55-SECTION. COPYRIGHT PROTECTION ACT OF IaciO (AWCPA), WHICH HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE COMPLIANCE STATEMENT, 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. TEMPERED &LASS. To THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, COMPLIANCE WITH THE 2020 NYS ENER6Y CONSERVATION CONSTRUCTION GORE U51NS CHAPTER 4[RE]. ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 6-005 k 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/A5ME B 15.2.1 SQUARE AND II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. CONSTRUCTION;55TV 10-99 AND 201& 55C H16H WIND EDITION WOOD FRAME SPECIFIES THE REOV NAILING FOR THE 5HEATHIN6 (ANY NAILING HEX 5OLT5 AND 5CREW5 (INCH SERIES). GLAZED OPENING PROTECTION 5HALL MEET THE REOUIREMENTS OF THE LARGE 12 CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING MISSILE TEST OF ASTM EI99b AND ASTM E15a6 AS MODIFIED BY 2020 NYS BC w I. A GONTINUOU5 LOAD PATH BETWEEN FOOTINGS, FOUNDATION NALL5, SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG 50R:EN5: LA6 SCREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET 2 THE REGU FLOORS, STUDS AND ROOF FRAMING- SHALL BE PROVIDED. 5HEAR4.*JALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. 5PEC.'s). ASME BI5.2.I SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). AN I/DA5MA 15�T5 OF AN APPROVED IMPACT-RESISTANT STANDARD OR 0 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT HOLDONN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. U INCLUDED IN THE STANDARD BUILDIN,S CODE, SECTION 2506 OF IBC SHALL 2.2.3. HALLTRU5 I METAL CONNECTOR PLATES: TRI/T METAL CONNECTOR PLATES 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, A THICKNESS OF NOT LE55 THAN a" AND A SPAN OF NOT MORE THAN 5' SHALL m BE PERMITTED A5 6LAZINC PROTECTION. PANELS 5HALL BE PRECUT AND TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED WALL w/STEEL 5HIM5 d A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE DIRECTLY TO THE'. WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/(2) I/2" � ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® i'REDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS W AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE Lu EXIST. WALLS d 12 LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 161 &ACE ARE SPECIFIED, MINIMUM ASTM A655, STRUCTURAL QUALITY, CORK .1.2. ATTAINMENT HARDWARE SHALL H PERMANENT o 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® P05TIN6, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS 5HALL ON THE UILDIN515TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED 5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE MEET THE REQUIREMENTS OF THE C70VERNINO BUILDING GORE AND ANY ON THE BUILDING. TABLE R30I .1 CLIMATIC $ OEOORAPHIC DESIGN CRITERIA PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S PROJECT' AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ CODE EVALUATION REPORTS. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, PLUMBING &ROUND SNOW LOAD 25 LB5 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP CAPS ® STEEL COLUMNS TO BE MIN.)14" BENT PLATE 5" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH A5TM F 1667 STANDARD I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE,AND VENT (DNY) RAFTERS EXCEPT WHERE COLLAR TIES OF I xb OR 2 x4 LUMBER 15 w/6 R15E 4 w/(2) /4 O BOLTS THROUGH CENTER LINE OF VERTICAL LEC5SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. SYSTEMS TO NYS PLUMBING CODE AND NYS DEG REGULATIONS. ALLOWABLE 7 SOUND C H ES H I R E LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET 6 DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PACE C-005. STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 150 MPH RAFTERS. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. RESIDENCE ASPHALT ROOFING SHINCLE-5 SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-CLASS-A ASPHALT ROOFING AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANCES IN DIRECTION L/150 SHINGLES OR APPROVED EQUAL. MANUFACTURER'S GORE EVALUATION REPORTS. AND AT BASE OF VERTICAL WASTE PIPES. N/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS 'I. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY SEISMIC DESIGN CATEGORY B 16" WITHIN 4' OF EXTERIOR CORNERS. 2. 5HINCLE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH ANSI/A5ME B 15.6.1 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/8" PER INTERIOR WALLS a PARTITIONS H/150 NOTED. ALSO, CONTRACTORS OPTION TO APPLY 6AF-WEATHER-WATCH ICE ES). FOOT. MADISON AVENUE 8. SILL PLATE TO FOUNDATION ANGHOR:AGE;SILL PLATE SHALL BE ANCHORED WOODSGREWS (INCH SERI WEATHERING SEVERE AND WATER BARRIER FROM EDGE OF EAVE To 24 INSIDE EXTERIOR WALL TO THE FOUNDATION WITH ANCHOR BOLTS HAYING A MIN. BOLT DIAMETER LINE. d 24" FROM ALL VALLEYS, AND ROOF FLA5HIN6 CONDITIONS. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS,UNLESS OTHERWISE NOTED: FLOORS 4 PLASTERED CEILINGS L/560 FROST LINE DEPTH 5'-0 " GREENPORT N.Y. 11944 OF I" AND 5"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE DISH WASHER.........................................2 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 5. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF - KITCHEN SINK........................................2" ALL OTHER STRUCTURAL MEMBERS L/240 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MA5ONRY CONSTRUCTION. MECHANICAL CONNECTIONS: - LAVATORY...............................................2" TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOLTS SHALL_ BE LOCATED WITHIN 12" OR CORNERS - SHOWERM5..........................................2" DRAWING TITLE: EXTERIOR WALLS N/ PLA AND AT SPACING NOT EXCEEDING 4' ON CENTER. 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE - TOILET........................................................5"R 3 STER OR STUCCO FIN15H H/560 fGE BARRIER REQUIREDT YES SPECIFICATIONS. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. - LAUNDRY .................................................2" 1, GENERAL NOTES CODES AND REFERENCE STANDARD: - FLOO DRAIN.......................................... " EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 5. NAILING OF ROOFING SHALL BE TO CODE. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED ENERGY TABLE STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 BY "SIMPSON" MANUFACTURER. 6. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT STACK AND INCREASED TO 4" NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK 6. CORRO51ON RESISTANT II &AGE ROOFING NAILS AND Ib GAGE STAPLES ARE THROUGH ROOF. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS STATE ENERGY CONSERVATION CONSTRUCTION CODE. PERMITTED 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 7. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN d 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY DRAIN GOOKS AS REOV. HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME 2:12 PITCHES TO 4:12 PITCHES LOADING VALUES ARE LE55 THAN WHAT 15 5PECIFIED BY "SIMPSON" PROTECTION. CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 8 PAPER ASSOCIATION MECHANICAL, FUEL OAS: STRUCTURAL DESION LOADS PAGE: (AFdPA) AMERIGAN WOOD COUNCIL (ANC). 5. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RE515TANCE OF 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. WITH BACK FLOW PROTECTION. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT A5 PER I. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/THE PLUMBING CODE. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. NYS MECHANICAL CODE AND FUEL 6A5 CODE q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL USE LIVE LOAD DEAD LOAD G-002m00 HEALTH DEPARTMENT STANDARDS AND REGULATIONS. 2. ALL MEGHANIGAL SYSTEMS,APPLIANCES, d EQUIPMENT SHALL BE LISTED, 111 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER MECHANICAL CODE AND 2020 NEW YORK STATE FUEL 6A5 CODE. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED 10. APPROVAL AND INSPECTION IS REOUIR.ED BY LOCAL JURISDICTION PRIOR LABELED, d INSTALLED IN ACCORDANCE w/ MANUFACTURER'S SPEC.'5 d CODE. EXTERIOR BALCONIES 40 psf 15 psf TO CONGEALMENT OF PLUMBING. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC 6YP5UM WALL BOARD 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY 5. ALL FUEL 6A5 SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS DECKS 40 psf 15 psf CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT ARCHITECT 11. NOTCHING AND BORING, OF STUDS, JOISTS, RAFTERS AS PER BUILDIN6 CODE. SHALL BE EQUIPPED w/FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL DATE: 04/11/24 2 OF 10 CONSTRUCTION CODE. COMPOUND METHOD. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT 15 EXTINGUISHED. 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM NOR ANY POTENTIAL DAMAGE THEREOF. PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN SITE WORK 2. ALL &YP5UM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLE55 HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 4. SUPPLY d RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR OTHERWISE NOTED. WATER RESISTANT (H.R.) AT BATHROOMS AND WHERE BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf DEEMED APPLICABLE. TO AN R-VALUE OF AT LEAST (NYS EGG R4o3.3): A. ELEGTRIGAL: 'JAr I,,;,"-Y 2. VERIFY ALL GIVEN DATA ON DRAWI1N55. IF THERE IS A DISCREPANCY, 3. 5/8" ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM DUCTS 3"� d GREATER, LOCATED IN ATTIC: R-8 ATTICS KITH STORAGE (MAX CLEAR HOT > 42") 20 psf IS psf 1li� g`'~ r F ;;C?�y RECEIVE CLARIFICATION FROM ARGHITE:GT/EN6INEER PRIOR TO PROCEEDING. e e. { (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET TO 2017 NATIONAL ELECTRIC GORE, NFPA 70 AND 2020 NEW YORK STATE DUCTS UNDER 3 m,LOCATED IN ATTIC: R-6 +°` - ~�- ,2 . �,', , ^: ,� 'I 5. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING INSULATION ENERGY CONSERVATION CONSTRUCTION CODE. DUCTS 3 (P d 6REATER,OTHER PORTION OF BUILDING: R-6 ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 psf 15 psf ` a � ," , , STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED DUCTS UNDER 3"�,OTHER PORTIONS OF BUILDING: R-4.2us4,`,�` ,,,., �.� �, CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON +:,`1 SITE. STOCKPILE ALL EXCAVATED MATERIALS. FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. �'. A- "t . FOIL TO BE PLACED TOWARD WARM SIDE. COMPLETION OF WORK. 5LEEPIN6 ROOMS 30 psf 15 psf t•.I , 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS,TREE 4. FINISH JOINTS, J-BEAD5, NAIL DIMPLES,CORNERS, AND EDGE5 SHALL BE . + n 1�. ROOTS, ROOKS, AND DEBRIS. ALL 5URF'LUS MATERIAL THAT IS UNSUITABLE TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 2. PROVIDE 2" R-10 R161D FOAM INSULATION FOR EXTERIOR FOUNDATION 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: STAIRS 40 psf 15 psf P„' _:' %_�' FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY _ - GENERALLY,VERIFY OR PROVIDE HARD WIRED . ,„to .,-., _ CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE SMOKE DETECTORS w/BATTERY BACK-UP IN 6UARDRAIL5 AND HANDRAILS 200 psf 15 psf I ��,�A �•~ 'I,/ p. , 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND FOUNDATION WATERPROOFING. I—-;"' ALL OPENINGS. A. EACH 5LEEPIN6 ROOM '`�_l, t 3. GENERALLY, UNLE55 NOTED OTHER.WI5E, INSULATE AS FOLLOWS: 12 psf FOR ATTIC ` i`•- ___ 6. FASTEN 6YP5UM BOARD AS PER FA5TENIN6 SCHEDULE ON PACE 6-003. B. OUTSIDE OF EACH SEPARATE SLEEPING ROOF LOA (LIVE = GROUND W OUND SNO LOAD) 25 psf- 9 R-30 FOR FLAT GEILIN65 AREA IN THE IMMEDIATE VICINITY OF DING P 15 psf FOR OATH. - 5.25" R-300 FOR VAULTED AND CATHEDRAL GEILIN65 THE BEDROOMS (GENERALLY THE HALLWAY) - 3.5 R-13 FOR 2 x4 NALL CONSTRUCTION - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION C. EVERY LEVEL OF DWELLING *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH - 5.25" R-21 FOR FLOORS (BASMENT,FIRST FLOOR, 4 SECOND FLOOR, ETGJ ASGE '1-I6 (MINIMUM DESIGN LOADS FOR BUILDIN65 AND OTHER ST'RUGTUR:E5) - HOLDONN DETAILS T` F GAL NA L I NC/STRAF I NI REOU REMEN7S FOR FASTENING SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER U F L I F T, SHEAR/ LATERAL Val I N D RE S 1 S TA N G E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, < Q AND ROUGH OPENING FRAMING REQUIREMENTS) 0 "ALL STRAPPING TO BE VWx 20 GAUGE** -- "51MP50N" EQUIVALENT — 0520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE w 7USE IOd NAILS IF 57RAFFINO IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.0 J co FASTENER SPEC. FASTENER M HOLDOWN A HOEDOWN 151 GONNEGTION A NA L I NC G R I D DESCRIPTION AND G�UANTITY SPACING < -J cLo j FOFOUNDATIONIST AT RAFTER TO RIDGE $ROOF GE I L I NO FRAM I NO � O�— ,fir -p CONNECTION: I.DIM's ARE ALL MIN.W5 BASED ON USE OF ONLY A 16d � >; CO ENDWALL COMMON NAIL w/o PREBORED HOLES, i � ENDWALL " ,--• ""-.. 2 RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER RAFTER O N z O (3) 2x FULL (3) 2x FULL CORNER STUD „.. - * �`! 2.WOOD I5 A55UMEP TO BE D,F,42 4 BTR. IN DRY USE Q. w , HEIGHT 5TUD\ HEIGHT STUD ONNEGTED TO •••••�.. FOR STRAP - 3 8 d COMMON Re. 2�� SERVICE •C6 '� CORNER STUD CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOIST C� ONNEGTED TO TRANSFER SHEAR NAILS a EA. END OF STRAP. B.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL X fV TRANSFER SHEAR "SIMPSON" HDQB N�V (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-005 EACH LAP O O O 4--+ CO FOR ROOF SLOPES UNDER 5:12 WITH HOLES,5ET NEW MEMBER, m HOLOONN ANCHOR a 2-16d COMMON ' ' ' • 'S � O •� 2-I6d COMMON ROOF SPANS OF 24' OR GREATER, • • • 4--J +-+ LOCATIONS NOTED NAILS a 6" O.G. 4 • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED N (o NAILS a 6" O.G. 4 USE 4 a d COMMON NAILS a EA. GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) 1-16d COMMON EACH LAP c O O" O.G. I- BLOCKED ON PLANS 10" O.G. IF BLOGKE ;� • • CC CORNER POST CORNER POST ""^ END OF STRAP. G.J./G. TIES �" 5.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO Q O d G O TIGHTLY BOND THE END OF THE NAIL TO A 110° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-005 PER TIE 1SIMP5ON" HDoB THE ABOVE A55UME5 A RAFTER 6RAPHIc BELovV HOLDOnIN ANCHOR SPACING OF Ib" O.G.; FOR SPACINGS 6.DIMENSIONS ARE DERIVED FROM THE N05 COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-ad COMMON EACH END LOCATIONS NOTED ° OF 24" O.G., INCREASE NAILING BY A OR 4�ON 12.4-PLACEMENT OF NAILS 4 SPIKES 4 TABLE 1. ON PLANS ° FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END CONNECTION BI B2 AT RAFTER TO TOP PLATE TO STUD ° WALE FRAM I NO HOEDOWN INSTALLATION OPTIONS: „ GONNEGTION: .--�'" FOR NEW P. GONG. FOUND.'s ,. `� ° ° ° FOR STRAP - 3 8 d'� COMMON NAILS a EA. ""�� TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON ' PER FOOT HOLII CAST IN PLACE w/ 1/8"� THREADED ROD • • • END OF STRAP. U • — "r • • TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. 51DE FOR EXIST. P. GONG. OR NEWLY CURSED FOUND.'s "•. NOTE s WHEN IN TOWN E I S T AT NAILING VV(P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "SIMPSON" SET (HIGH 5TRENSTH EPDXY ---� • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. M ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT I 51MP50N # f(•2A (OR EQUAL) RAFTER TIE -I—) 1 1 1 (HIGH 5TRENGTH ACRYLIC, ADHESIVE) w"`^• HEADER TO HEADER (PAGE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES FOR TOENAILING - 5 a d COMMON NAILS FOR EXIST. / NEW G.M.U. (GONG. BLOCK) • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP :2 COURSES SOLID 4 CAST IN PLACE HOLDOWN USE SAME • w/1/a"� THREADED ROD CONNECTION ~- - .- "� FOR G.J. TO R.R. - q 16 d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, BAND JOI5T, U REQUIREMENTS FOR -•-•••-.....","".w 2-Ibd COMMON 1� PER FOOT RAISED C.J.'s (WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (PAGE-NAIL) C) APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW HOEDOWN 'G' HOEDOWN 'D' 2 Ib d COMMON NAILS FOR G.J. TO G.J. - a I6 d COMMON NAILS FLOOR FRMINO FOR NEW 4 EXIST � FOUNDATIONS FOR NEWLY POURED CONNECTION GI G2 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST n 1 FOUNDATION a ONE STORY ONLY (3) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END Q HEIGHT STUD CORNER STUD CONNECTED TO BLOCKING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDOB (5) 2x FULL - " • BLOCKING TO SILL or HOEDOWN ANCHOR _ 2-I6d COMMON HEIGHT STUD .-Nr,. . """'"'" - ° TO STUD CONNECTION: 5-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. 4 -"- TOP PLATE (TOE-NAIL) ,a"" o ON PLANS 10" O.G. IF BLOCKED FOR 5TRAP - 5 Jd'� COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) 3-Ibd COMMON EACH JOIST CORNER POST " ° NAILS a EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-ad COMMON PER JOIST ° FOR EA. PLATE TO STUD ABOVE 4 OR 2-I6d COMMON BELOW - 2 16 d COMMON NAILS NAILS a " O.C. Y•. 01 BAND JOIST TO JOIST (END-NAIL) 5-I6d COMMON PER JOIST BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON PER FOOT X. • �,. ROOF SHEATH I NO STRUCTURAL PANELS: INTERIOR ZONE ad COMMON 6" ED6E / 12" FIELD a '51MPSON" 57 D14R GONNEGTION DI s D2 SOLID KIN6 PERIMETER EDGE ZONE s ad COMMON b" EDGE / 6" FIELD HOEDOWN INSTALLATION OFT IQ 1��: • EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. UP TO 9" RAKE OVERHANG FOR NEW P. GONG, FOUND HOLDOWN CAST IN PLACE w/7/a 0 THREADED ROD - ..-" �" • FOR EXIST. P. GONG. OR NEWLY CURSED FOUND.'s • AT 57UD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO 7/5"(P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATES) CONNECTION: CONCRETE w/ "SIMPSON" SET(HIGH 5TREV6-TH EPDXY I/2" MIN. - ---- GYPSUM WALLBOARD 5d COOLERS '1" EDGE / 10" FIELD ADHESIVE), 4 FOR T'EMP.'s o°F-40°F USE "SIMPSON" AT CORNER (HIGH 5TREONE:NGTH ACRYLIC ADHESIVE) #4 RE 'AR ° FOR STRAP - _ 8 d* COMMON NAILS a EA. T� END OF STRAP (WRAP STRAP UNDER SILL FL)SPECIFIED ON 1� ° • WALL SHEATHINO FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE • FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN `. o ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - w/7/5"0 THREADED ROD a ° 2 6 d COMMON NAILS Ix y STRUCTURAL PANELS ad COMMON b" EDGE / 12" FIELD a ALTERNATE CONFIGURATION - ABOVE STUD TO STRAP w/(3) GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10"' FIELD ° FLOOR CONNECTION w/ # LPT4 51MP50N (OR — NA I L I NO/STRAf=F I NC @ NDON/DOOR HEADER � ° STANDARD OF/ALTERNATE EQUAL) a PLATFORM TO SILL PLATES _ - ~ � .� NAILS m EA.END w •..,,,,,� OF EA.STRAP TO EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) ALTERNATE USE O NOTATION: SIMPSON 142.5A) V A - NUMBER OF ad NAILS a EA. END OF STRAPPIN6(2015 WFGM,TABLE 5.7,P. Iaa) CONNECTION E STRUCTURAL PANELS: B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2016 WFGM,TABLE 5.255,P. °II) --- -'"'-�~~ I" or LE55: 8d COMMON 6" EDGE / 12"' FIELD G - NUMBER OF FULL HE16HT KING STUDS a EA. SIDE OF HEADER(201b WFGM,TABLE 5.250,P. 24 --"� .-- " "~ . ilul GREATER THAN I": IOd COMMON 6" EDGE / 12"' FIELD ALTERNATE AS PER TABLE 5.25P,P. 2a5) • D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KIN6 STUD TO END OF HEADER a EA. SIDE -"'" ~� • 1 - NAILING REOUIREMENT5 ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w A D (20111 WFGM,TABLE 5.7I,P. 189) 1,11 AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILIN6 SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM,TABLE 3.22F,P. 28b) a PLATES) CONNECTION FOR EXAMPLE, IF WALL 5HEATHIN6 15 NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) a EA. IDE °< ° ° ° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5b,P. 191) ° <° °° s SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: <° - WHEN WALL 5HEATHIN6 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF ° ° FOR STRAP - 3 8 d'� COMMON NAILS a EA. 3 NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I&D NAIL PER FOOT. -� END OF STRAP (WRAP STRAP UNDER SILL PLJ - FOR ROOF 5HEATHIN6 WITHIN 4 OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH 7 SOUND C H ES H I R E e ° °e° a 51DE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE FASTENING SCHEDULE B ~`'~- .. �� ` F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS "~-�., < ° 4. 9' USED FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - RESIDENCE (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) ""'-.-. 2 I6 d COMMON NAILS A NOTATION SIONAOE FOR TRUSS TYPE, FRE-ENOINEERED ROUGH A B G D E F WOOD, AND/OR TIMBER CONSTRUCTION OPN6 THE FOLLOWING 51GNA6E SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED MADISON AVENUE V-0" 2 1 1 I I I 1 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE GREENPORT, N.Y. 11944 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 4 1 2 2 2 2 CJt�I I G N� O -l-O� �I -r OABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE I L J._ BRACeINO/STRAFFINO AUTHORITY HAVING JURISDICTION: DRAWING TITLE: PROVIDE (2) 2"xIC" HDR (MIN.) U.O.N. b'-O" 5 I 3 3 3 3 (B) - REOUIRE5 SILL PLATES OF 21'x6" (MIN.) FOR RAKES 12"OR TOP PLATE BLOCKING 2 LESS PROVIDE , ANCHOR BOLT, 2 3 4 4 4 SPLICE —{ TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK LOGKIN6 a 12"Oz. CONSTRUCTION TYPE DESIGNATION SHALL LENGTH I FOR WIND - EXPOSURES 540 - FOR WIND - EXPOSURES 540 - 4'-0" O.G. \<TOACHEIVERAKEO.H. BE "1", "11", "III", "IV", OR "V" TO INDICATE STRAPPING, & NAILING DETAILS ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF BUILDING MINIMUM 5PLIGE'''" BUILDING MINIMUM SPLICE'",4 THE NY5 BC. DIMENSION (FT) LENGTH (FTJ DIMENSION (FT) LENGTH (FT) TYP. STRAP w/ (3) PAGE: ad NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-0" 3'-O° of EA. STRAP 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, 16'-0" 3'-O"/3'-a" 16'-0" 4'-0" AT 71C PRE-ENGINEERED WOOD, OR TIMBER -0 0 3 . m CONSTRUCTION AS FOLLOWS: ANCHOR BOLT Sfi�EG 1 GAT O "F" = FLOOR FRAMING, INCLUDING 20'-O" 4'-075'-0" 20'-0" 5'-O" - 6"-I2" SPECIFICATION (201a WFGM TABLES 5.2A 4 5.25, P. 15-7-160) BACK �4.o o r °;`AY5 ' GIRDERS $ BEAMS CORNER 24-O 4-O /5-O 24-0 6-O - "R" = ROOF FRAMING 89" — CONDITION FOR ALL STRUCTURES: - FLOOR 4 ROOF FRAMING 3 OF 10 5/a"4 ANCHOR BOLTS a 5Q" O.G. 2a'-O" 5'-O"/6'-5" 251-O" "FR" = FL ATE' �2 iv • %2' 6'-O"/7'-6" 52'-0" 8'-O" SECOND FLOOR u i u n i " i " r - ".` y, NOTES: I. TABULATED SPLICE LENGTHS A55UME TOP PLATE-TO-TOP PLATE 1 , s A ie BLOCKING 2 B 11 •• CONNECTION U51NO 2-I6d NAILS PER FOOT. FOR SHORTER 5PLIGE I. MIN. 1" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OLL B NAILS IN ORDER TO 40-O 8-O /IO-O 4O-O II-oilBACK p [ AYSl LEN�- THENAILACINO , " i " i " i u END w/ 3 SQUARE WASHERS AND END NUT SETUP; -o^ O.C. I , " 2. TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 5O'-O° 10'-O"/12'-61 5O'-O" 151-O" I CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL IN EXF05URE B TYP. STRAP w/(s) STROKE TOP TWO COURSES SOLID ad NAILS EA. END P^ cV " II 1, " 3. TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL bO-O I2-O /I5-O 6O-O Ib-O OF EA. STRAP C, i 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT fp LATERAL LOADS SHALL BE MULTIPLIED BY H/b; ( <' OR REPLACED BY HOLD DOWNS FOR 5HEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE .70'-0" 14'-0" '7o'-O" W-0" FIRST FLOOR PLAN DIAGRAM OF ZONES NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 5. ANCHOR BOLTS ARE TO BE BETWEEN b" 4 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 80-O" 5O.-011221-oil : k FROM ENDS AND CORNERS (TWO a CORNERS) q' NALL - 1.125 REFLECTIVE REFLECTIVE (SEE DIAGRAM TO LEFT) O' WALL - 1.25 BLOCKING 2 BAYS I' WALL - 1.575 RED PANTONE WHITTE ' WALL - 1.5 THIS COLUMN w/MULTIPLIER BACK ® 4'-O" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS 12 FOR 10'-C" WALL #IS7 4. TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS GONTI NUOUS 5U I LT-UF RDRS a OR MORE SUFfi=0RT5 (THAT EXCEED FRAMING STANDARDS, IT 15 REOV FOR FRAMER TO HAVE A RE5L0GK 1 I 0 FOR FLA I FORM NOOL/ FRAM I I O WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AHC] DETAIL BOOK CONNECTION PATTERN SCHEDULE AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN vs ASSEMBLY REauIREMENTs: (FOR ENGINEERED LUMBER De. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) a CONNECTION s 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED Q DESCRIPTION TOGETHER SIDE B D 5 E ARE CONTINUOUS OVER BLOGKINO UNDER LOAD BEARINO WALL PATTERN THREE OR MORE 5UPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES O MAX. 3:2 ooLOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-5TOPPIN6. ui NON-LOAD BEARI NO WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS a 12"O.G. P THE SPAN LENGTH FROM AN INTERMEDIATE ' 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST —� M STUDS STUD B P3)ROWS IOd NAILS a 12"O.C. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPING. SUBFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q +_� cv SUBFLOOR G (2)ROW5 1/2" m BOLTS a 12"O.G.STACeERED; rwo-P1Ec� JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE � � SOLE PLATE DBL.a ENDS MAX. 52" NAILING: O Z)BUILT UP �IR��R PLATE SERVE AS FIRESTOPPIN6, b7 D (2)ROHS 1/2" m BOLTS a 16"O.G.SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE _ � ^ O SIDE WITH IOd NAILS, TWOH NEAR EAC END JOIST SERVES AS FIRE5TOPPING. O OF .�+ E (2)ROWS I/2" Q BOLTS a 241 O.G. EACH PIECE, O T HERS STAGGERED WITH A DISTANCE Z EErwEEX 1/6 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING O CV 0 (2)ROHS 5-5/6"TRUSSLOCK SGREHS a 12"O.G. a 1/4 of A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL F 5GREWED ON(1)SIDE OF MEMBER OR OF NONCOM-BUSTIBLE FILL. O. '� Ln LINE; OR GIRDERS ARE TO BE NAILED FROM EACH , V IS (2)ROWS 5-5/6"TRUSSLOGK SGRENS a 16"O.G. P SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE 2 x N 5GREHED ON(1)SIDE OF MEMBER JOIST, OTHERS STAGGERED wI/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN O O O 4- (2)ROHS 5-5/6"TRUSSLOCK SGREHS a 24"O.C. BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPING. m 6 JOIST H SCREWED ON(1)SIDE OF MEMBER P O � MAXIMUM OFFSET THREE-PIECE '1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND N CO J (2)ROWS 5"TRUSSLOCK SCREWS a 12"O.G. BUILT UP GIRDER MAX. 32" THREE-PIECE GIRDERS ARE TO BE NAILED W/ 20d � O JOIST DEPTH, d SGREII ON BOTH SIDE OF MEMBER p 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q O f2 MATCHED SIZE OF BLOCKING NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. '— UNDER NON-LOAD BEARING (2)ROWS O TBOTH SIDE SCREWS a Ib"O.G, 4 FIRESTOPPING AND K PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE BLOCKING SCREWED ON BOTH SIDE OF MEMBER 3 PARTITIONS a 52" O.G. STUD OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 8. THE HEADER SERVES AS FIRE-STOPPING. (2)ROWS 5"TRUSSLOGK SCREWS a 24"O.G. BETWEEN 1/6 DOUBLE PLATE L SCREWED ON BOTH SIDE OF MEMBER 6 1/4 of A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. • 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL �, FOUR-PIECE CID ^ER ARE TO BE ASSEMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO (`I'�/) CANTILEVERED FLOOR GE I L I NO BRAG I NG NOTE' STRINGER TO SERVE AS FIRESTOPPIN6. I. BEAMS d HEADERS NOT NOTED W'TH CONNECTION PATTERN ON SHOWN, AND NAILED W/ 20d NAILS AS SPECIFIED GABLE ENDWALL FLAN SHALL USE coNNECTION PATTEev 'A' WHEN a" OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR a CcvNECTIOv PATTERN 'E'WHEN 1o" OR LARGER )x FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WI-EN 51-REAINO OR NAILING FROM BOTH SIDES of MEMEER- FouR-PIECE ANCHORING: APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL _ 2 HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH OFFSET FASTENERS I/2" FROM ONE SIDE TO THE OTHER BUILT UP GIRGE2 p, GIRDERS ARE TO BE 5^GURELY ANCHORED TO I —]'� 5UBFLOOR i50LE PLATE 2"x4" CONTINUOUS &ABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF � v LATERAL BRACE a 6'O.G. TRUSS _ THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 BO TAD TO STEEL COLUMNS. BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE JOIST , (2) IOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL n 1 NA L NC fi�ATT RNS FOR S I D LOADED 3 AM5 (i e . FLUSH �3 AM5) PLATFORM FRAME CONSTRUCTION SHRINKAGE IBLE L H, THE INTERIOR FINISH. PLASTER GEILIN6 ON _A NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES, WILL SERVE fLTL Jl 10) 5d -LOCATIONS REOUIRUN6 FIRESTOPPING- AS FIRE5TOPPING. NAILS e FIRE- FIRE- WOOD FIRES TOPPING PIRE5TOPPING STOPPING STOPPING FIRE- FIRE- SOLE FA5TENIN6 RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING MULTIPLE-PIECE MEMBERS ' ` J015T * Sol COOLER NAILS a 10"O.G. NAILED BOLTED' N I v 2'x4" BLOCK NAILED TO EA BRACE VERTICAL LOCKING 2 ROW9 Ibd B ROW9 Ibd 2 ROWs15' 2 ROWS 2 ROWS rIRESTOPPING WHEN W/(4) IOd NAILS COMMON COMMON BOLTS•24 BOLTS DOLTS ^,,; a 12'O.G. O.G•6T a 12"O.G. a b"O.G. COVERING 19 APPLIED � STUD 20 o. STRAP TO UNDERSIDE Or Two ROWS 12 O.G. THREE RONLS 12 O.G. JOISTS 6YPSUM BOARD ° ° ° LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 , III � �+ � DOUBLE PLATE *5d GOOLER NAILS a 10" O.G. (10) Sd NAILS BEAM SELEGTION w/ STD. NAILING ° ° ° ° n, NOTE: ENDWALL STUDS AS NOTED IN NOTES "I $ 8 0 0 0 o S NONCOMBUSTIBLE Ask J015T SHALL BE LOCATED DIRECTLY * DEvores ALT. Foe usE of DRYWALL sceEws ° ° ° ° ° ° ° ° FIRESTOPPIN6 LOCATION OVER STUDS,UNLESS TOP PLATE 15 c" a EDGE/ 12" C FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDGES WOOD FIRESTOPPIN6 IR SOLE or ORDER Q DESIGNED TO CARRY THE LOAD scREwS as - 4" TYPE W OR S FIRESTOPPING 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD Be LOCATED 2" TWO ROHS 24"O.G.STA66ERED TWO ROWS 6"O.G. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL TMlCICNEx OF THE MEMO'use WASHERS UNDER HEAD AND WIT' O O O O O O O O O O OVERLAID ROOF S.STAGGER EACH ROW OF FAsrEHERs BY 12". O O © © O O O O 2'SPACE NOT ATTACHMENT © YA E 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE rILLED ® NONCOMBUSTIBLE FIRE5TOPPING LL Y S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO rIRESTOPPING APPROX.I INCH THICK BOTH 51DE OF THE MEMBER. I� b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b'O.G.OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION -I STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING w/ -7.2 ROW5 OF 16d COMMON NAILS 02"O.G)FOR DEPTHS 12"OR LESS 4 8d NAILS LOCATION 8 FIRESTOPPING LOCATION q \ ® EA. END C R-R. 6.5 ROWS OF Ibd COMMON NAILS 02"O.G)FOR DEPTHS OF 14",16'd 161. LOCATION 10 FULL AIDTH 2" BLOCKING 0 Lj - N CONSTRUCT I ON DETAILS WIND LOAD FATH GONNEGT I ON DF—TA I LS TOP PLATE DDRILL 2 INTO ROOF NOT TO SCALE ECK FOR STRAPPING IN5TL. INTERSECTION DE-li AIL EXIST. OR NEW NEW R R. SET w/ R.R BELOW UPPER TOP PLATE LAPS 4 IOd ,CONTINUOUS LOWER TOE NAILS NOTED CONT. BLOCKING TOP PLATE , SPIKED TO R.R.'s ALIGN NEw $ EX. R.R AS SHOWN K I NO STUDS PLAN VIEW ROOF, RRI J R n`SHED' WOOD JOTS WOODOI IN CRIPPLE STUD BLOCKING JOIST HANOE HEADER GENERAL REOUIREMENTS FOR GENERAL REOUIREI"'ENTS FOR z w INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADS WOOD GIRDER JACK STUDS WOOD JOIST MAIN MEMBER 2 w NN _b Lu JOIST FRAM I NO OVER WOOD O I RDER JOIST FRAM I NO FLUSH WITH GIRDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN C AN ANGLE OF PROJECT: McMBERs �DIAM x s APPROX. 50° w/ THE MAIN MEMBER 4 STARTED APPROX. Ys THE LENGTH OF THE NAIL FROM THE MEMBER END, 7 SOUND C H ES H I R E I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROJOH AND BENT OVER A MIN. OF (5) NA!L I71AM.'5 AT A q0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RESIDENCE MX TAMES TOR 7HISAPPLISA710N, SHALL BE AT LEAST E DIAM. OF THE NAIL RAFTER 5. TO AVOID 5PLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 JOIST WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLAT 80TTOM PLAT IN EA. SIDE WHEN FASTENED TO A 2"x6" TO- PLATE. MADISON AVENUE BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIS TOP PLATE GREENPORT, N.Y. 11944 G_ HIM. CHASE SECURING @ STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE: FIREBLOCKING DETAILS (SIM. @ CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/ STUDS TO ATTIC FLOOR $ BLK'G TO R/L SIDES w/ STRAPPING TO R/L SIDE5) w N w PAGE: TOP PLATE o m N WIND RES STANT CONSTRUCT 1 ON CONNECTORS GHIM. CHASE WALL z Q v CONNECTION LOCATION: PART NUMBER: NOTES: G-004LOO RIDGE-TO-RAFTERS C520 9 21" APPLY TO EACH PAIR OF RAFTERS O\z � z Q RAFTER-TO-WALL H-1 APPLY TO EACH RAFTER DATE: 04/11/24 4 OF 10 ROOF_ o 01 o Q RAFTER-TO-PLATE H8 or H25 APPLY TO EACH RAFTER AH , > �nz O REO'D TRAPPING J Q o TO ALIGN w/ STRAPPING a PLATE-TO-WALL STUD C520 @ 18" APPLY TO EACH WALL STUD H w b Q 11J Q �t'•. t'1. yi EA. LEVEL ABOVE A THE FIRST FL. Q s 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 56" APPLY TO EACH WALL STUDLu FLOOf?/GLG. HEADER-TO-JACK STUD C520 @ 12" APPLY TO EACH JACK STUD z � ` CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 55TB16 APPLY TO EACH SIDEWALL END FWRAP UNDER DOUBLE SILL PLATE IST. FLOOR-UNDER-S 1 LL 'PLATE C520 .t `�_ ; �� <Ir SIDE \/IEW PLAN \/IEW (USE WITH 5" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMP50N METAL CONNECTORS FOR PROPER WIND RF-51STANT CONSTRUCTION. FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 10 E N E R A L S*Nr��5 O f <E`' : DOOR 50HEDULE FLOOR PLAN NOTES DOOR NOTE: NEW MECH. AREA: NEW PARTIAL HEIGHT ® MIN. (2) 2"x4" STRUCTURAL DOOR MATERIAL O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O I 10 I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEG.s EX15TINO TO BE DEMOLISHED WOOD FRAME (L.G. STL. POST FOR 4" WALLS ON PLANS BY 'JELD-WEN' (OR EQUAL). a 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL FIRE 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT UNITS AS PER NY5 MG 506.1 Q TAG DESCRIPTION MANUFACTURER -1 N NOTES WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL to RATING ON PLANS BY 'THERMATRU', 'ANDERSEN' (OR EQUAL). 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES O EXISTING TO REMAIN POST FOR b" WALLS), U.O.N. WIDTH HEIGHT O i- Q 3.NOTE DOES NOT INDICATE EACH NEW DOOR O REQUIRED PER NY5 MG 504. �;---, �-, � 45 MIN. RATED PROPOSED;SEE " MIN. FROM P 4 DOOR SCHEDULE. 4.IF APPLICABLE, DISCONNECT, REROUTE, 4 RECONNECT W NEW WOOD FRAME (1_.G. F-� " � SELF-CLOSING �� W NEW 6 PLUMBING WALL 4.PLACE DOORS 4 MIN. FROM PERPENDICULAR EQUIPMENT TO EXIST. PIPING AS REQ.'D. ,J CO STL. WHEN APPLIGAI3LE) NEW FOUNDATION WALL �j WALLS,U.O.N. M FI RST FLOOR 5. INSTALL ( PER MANU ., U.O.N. TYPICAL MECHANICAL AREA NOTES: � b.PROVIDE (2) 2"xi0" HDR., U.O. Q ._ N NEW I-HR FIRE RATED NEW 2-HR FIRE RATED I. FOR WD. PR. FLOOR - PROVIDE 1/2" GONG. BD. BY Ln � � "t. SEE PAGE 6-003 FOR ALL OTHER FRAMING WOOD FRAME (L.G. °iTL. WOOD FRAME (L.G. 5TL. 101 SWING THERMATRU 3'-O" 8'-O" ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. "DUROGK" (OR EQUAL) O WHEN APPLICABLE) WHEN APPLICABLE) 2. FOR WD. FR. WALLS - PROVIDE (I) LAYER OF 5/8 102 SLIDERS ANDERSEN 10'-0" V-O" FWG 10050-4 O STAIR 4 RAILING NOTE. TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALLS) _ O L HAVE MAX. &-1/4" RI 4 MIN. 10" 3. I. ALL NEW STAIRS SHALL WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. a--+ >; C9 Tr - RISERS SHALL BE CLOSED SPEC,s AND AS PER NY5 MECH. AND FUEL OAS CODE L `- - INSTALL AS PER MANU. SPEG.'s. SEE PAGE "G-003" FOR NAILING 4 STRAPPING 103 SWING JELD-WEN 2'-5" 8'-O" • 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT O O N z ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; ,�� TTgql�Lgg NOT EXCEED THE SMALLEST BY MORE THAN �". IT CONFORMS TO NY5 MECH. AND FUEL 6A5 GODS B- � � EE D-DOR SCHEDULE FOR ALL 6LA55 DOORS FROM SAME MANUFACTURER 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-5% 5. COMB. AIR VOLUME AS PER MANU. 5PEC.'s - PROVIDE � U ** FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER 104 SWING [=jELv_NF_N 2'-4" 8'-O" Q 4. STAIRS SHALL HAVE THE FOLLOWIN6 CLEAR WIDTH5: FRESH AIR INTAKE FROM EXTERIOR O 2 X O N 4.1. BETWEEN CLEAR HE16HT 4 HANDRAILS: 56" MIN. 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL O O O �-' (D SECOND FLOOR 4.2. BELOW HANDRAIL,RAIL ON ONE SIDE: 31.5" MIN. EMERGENCY SHUT OFF SWITCH Jc O m + r- WINDOW CHART 4.5. BELOW HANDRAIL,RAILS ON BOTH SIDES: 2.1" MIN. -7. FOR OAS SERVICE, PROVIDE 6AS SHUT OFF SWITCH 4-J N L►) - 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN 6. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER O O EGRESS LIGHT VENT 201 LSWING7 JELD-WEN 2'-51, '1'-O" ��� ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR CLEARANCES AS PER CODE Q a O ROUGH OPENING WINDOW DIMENSION CLEAR PROV. PROV. OR MORE RISERS, AND WHERE SHOWN ON PLANS. a. PROVIDE 5" FLOOR DRAIN IF REO'D BY EQUIPMENT 4 OPENING 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED CONNECT TO SANITARY SYSTEM AS PER NYS TAG TYPE MODEL # „ TEMP. PER PER :: :: „ WIDTH REQ D: 20 202 SWING JELD-WEN 2-bJ '7-O • WALKING SURFACES LOCATED MORE THAN 30 ABOVE PLUMBING GORE HEIGHT REOV:24" UNIT UNIT FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. IO.APPLIANCE5 JOINED THROUGH A COMMON NATURAL WIDTH HEIGHT WIDTH HEIGHT OPEN REQ'D: 5.'i S.F. S.F. S.F. 205 DOUBLE SLIDERS JELD-WEN 4'-O" "I'-O" 7. AL HIGH GUARDRAIL SPINDLE SPAGIN" NOT TO DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL ALLOW PASSAGE OF A 4 � SPHERE;36 HIGH SECTIONS OF 2020 NY5 RG 6242"f. A DOUBLE-HUNG TW3046 5'-2 �" 4'-5 3'-I 4'-5 5.5 S.F. 10.5 5.5 HANDRAIL 4 SPINDLE SPAGIN6 NOT TO ALLOW 204 SWING JELD-WEN 2'-6" "i'-O" PASSAGE OF A 4" 41 SPHERE. II COMBINATION BOILER B DOUBLE-HUNG TW2432 2'-b �" 3'-4 �" 2'-5 3'-4 �" I 5.0 2.Q 5. GRIPPABLE RAIL AS PER CODE. NEW NAVIEN GONDENSI(O PROPANE WALL-HUNO L L a. RAILING 4 TREADS TO BE WOOD COMBINATION BOILER (OR APPROVED EQUAL). 205 ��l DOUBLE SLIDERS JELD-WEN 4'-O" "('-O" • I. VENT THROUGH WALL. G DOUBLE-HUNG TW2042 2'-2 �" 4'-4 �" 2'-I 4'-4 �" 5.8 3.4 2. F.A.I. THROUGH WALL. SMOKE DETECTOR / GO DETECTOR NOTES: 3. INSTALL PER MANU. SPEC.'S D DOUBLE-HUNG TW2042-11 2'-2 �" 4'-4 i" 2'-I g" 4'-4 J" ]F= 5.8 ] - 5.4 206 SWING JELD-WEN 2'-6" "1'-O" • O3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT U�F SMOKE /CARBON MONOXIDE COMBINATION DETECTOR „ „ HARD WIRED TO EACH OTHER H/BATTERY BACKUP. 12 PROVIDE (2) NEW 2 TON A/C CONDENSERS: E AWNING AX231 b'-O k 2'-5" 5'-Il i" 2'-1IF 11.7 2.5 207 SWING JELD-WEN 2-4 -O 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES I. UNITS BY "RHEEM" OR APPROVED EQUAL W SHALL NOT 8E REQUIRED WHERE EXISTING ALARMS 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE I" 4 �+�/ M F AWNING AX281 2'-5" 2'-5" 2'--t 2'--r F5.0 1.2 208 SWING JELD-WEN 2'-4" 7_O:: ARE NOT INTERCONNECTED, AS PER NY5 R314.4. SECOND FLOOR "ZONE 2" W 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND 3.INSTALL FL PER MANUFACTURER SPECS PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. 4.INSTALL UPON CONCRETE PAD AS PER DETAIL7F­ • FT AWNING AX281 2'-5" 2'-5" 2'-7 " 2'-7 © 5.0 1.2 20�i SWING JELD-WEN 2'-4" _O:: ��� 4.SMOKE /GO DETECTORS TO MAINTAIN 3' MIN. HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS PROVIDE (2) NEW 2 TON HYDRONIC AIR HANDLER: , „ 4 OPENINGS TO BATHROOMS W SHOWER OR TUB. 13 I. UNITS BY "RHEEM" OR APPROVED EQUAL r l G DOUBLE-HUNG17 TW3046 3-2 4-5 3-1 4-5 5.5 S.F. 10.5 5.5 210 SWING JELD-WEN 2-4 7-O ��� 5.INSTALL ALL AS PER MANU. 5PEG.'s O 2.PROVIDE TONNAGE FOR IST FLOOR "ZONE I" UNIT V c _7 1� 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR LOCATED IN CRAWLSPACE H PICTURE DHP4246 4'-3 4'-8 4'-3 4'-8 15A 20.5 IN COMPLIANCE WITH LOCAL CODE 5.ROVIDE TONNAGE FOR IST FLOOR "ZONE 2" UNIT LOCATED IN ATTIC WINDOW NOTE: 4.PROVIDE HOT WATER COIL AND CONNECT NEW HOT J PICTURE DHP3442 =5- IF4'-4 5,-5 ill, 4'-4F 11.5 O.O O4 I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN WATER/EOILER COMBO TO NEW COIL CASEMENT,DOUBLE-HUNG,OR GLIDING (A5 NOTED). NEW 4"x5" ALUM. DOWNSPOUT (TYP.) MATCH INSTALL AS PER MANU. SPEC.'S. 14 51 D I NG 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; an (D SEE DEVONATION5 4 WINDOW SCHEDULE. 5.FOR SUBSTITUTIONS, SEE NOTE #a IN "GLASS WINDOWS NEW LAUNDRY CLOSET: AND DOORS" ON PAGE 6-002. 15 I. NEW WASH/DRY HOOK UP 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s 5.ALL DOUBLE HUNG WINDOWS TO BE TILT WASH w/51ZE OF EQUIP. 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: 3.PROVIDE HOOK UPS AS REO'S PER MANU. 6.1. FOR ALL 5KYLI&HT5 4 OPERABLE PANELS OF SWINGIN6,5LIDINO, 4 BIFOLD DOORS DRYER EXHAUST NOTE: 6.2. WITHIN 15" OF F.F. I. DUCT SHALL TERMINATE TO EXTERIOR 6.3. WITHIN 24" OF A DOOR 6.4. WITHIN STAIRWAYS 4 WITHIN 36" OF A LANDING 2.DUCT SHALL TERMINATE MIN. 3'-O" FROM ANY 6.5. WITHIN TUB/SHOWER ENCLOSURES OPENINGS 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 3.DUCT SIZE AS PER MANU. "1. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND 4.DUCT SHALL BE EQUIPPED w/A B CONCEALED FT DAMPER WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM S. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN (2) 2"xl0" HEADER U.O.N. CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER SHALL BE LIMITED TO SINGLE LEN6TH5,NOT TO NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS EXCEED 5 FEET AND SHALL BE LISTED AND LABELED LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN'72" IN ACCORDANCE WITH UL 2155A. ABOVE GRADE OR THE ADJACENT SURFACE AT THE b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID BUILDING EXTERIOR. METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS EGRE55 NOTE: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST IN COMPLIANCE WITH NEW YORK STATE BUILDING DUGT5 SHALL NOT BE CONNECTED WITH SHEET-METAL CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF SCREWS EGRESS SHALL BE FOLLOWED: '7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE _ NET CLEAR OnNINO........... 5.71 S.F. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 O NET CLEAR HE16HT............... 24" MINIMUM FEET FOR EACH 45° BEND AND 5 FEET FOR EACH a0° Q NET CLEAR WIDTH................. 20" MINIMUM BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. IT NATURAL LIGHT 4 VENTILATION TYPICAL BATHROOM NOTE:m (HABITABLE SPACE) O I. WALL BOARD ry Q I.I. INSTALL MOISTURE RE515TANT 6YP5UM BOARD IN THERMOSTAT: ALL BATHROOMS 16 I. PROVIDE THERMOSTAT FOR (2) ZONES: FLOOR AREA 155 S.F. 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND - ZONE I: FIRST FLOOR TUB SURROUNDS - ZONE 2: SECOND FLOOR S.F. REO. S.F. PROV. 2. SHOWER FLOORS 2. H.O. TO SELECT MODEL; INSTALL AS PER 2.1. NEW TILE FIN15H (H.O. TO SELECT) UPON MANUF. SPECS -O" L16HTIN6;MIN. 5% 2.2. CONCRETE MUD-SET(SLOPE I/5" PER FOOT OF FLOOR AREA 12.4 S.F. 55.2 S.F. TOWARDS DRAIN) UPON ` 2.5. WATER PROOF MEMBRANE TO COVER SHOWER NEW TILE FLOOR, - - - - - - VENTILATION;MIN. 6.2 S.F. 40.0 S.F. FLOOR,WRAP DRAIN 4 ATLEA5T I5" UP WALL5 11 I. NEW TILE FINISH (H.O. TO SELECT) UPON12 - - - - - - - - - - - - - - - 10 II 4% OF FLOOR AREA 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON w •' .,, r ° - NEW EXHAUST FAN SHALL BE INSTALLED WHERE ' rI- - � • • O6 VENTILATION IS NOT MET BY MEANS OF NATURAL 3•�Y'l,� DUROGK GEMENTBOARD (OR EQUAL) UPON � - - -- - - - - - - - - - - - II tV r;-- - - CIRCULATION THROUGH WINDOWS OR DOORS TO 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); p _ VENT SCREW PERIMETER OF 5HEATHIN6 6" O.G. 4 12" O.G. ® V • II I tV 4 ® -0 102 1 I \\ F A I OUTDOOR SPACES AS PER NY5 MEGH. GODS SECTION INTERIOR. `Y I cm Q I - - DW 104 - i i� 1 405.5.2.5; INSTALL AS PER MANU. SPECS I, i� �� 1 NEW PLUMBING FIXTURES: �- ____�1 HIGH EFFICIENCY LAMPS. G 7 i A/G COND. 'I ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. _ _ SEE ALSO PLUMBING GENERAL NOTES ON PACE 6-002. '10% OF THE PERMANENTLY INSTALLED NEW LIGHTING II _ / \ FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, ' - AS PER 2020 NY5 EGG R404.1 Q NEW FLOOR: o GENDTERET BE 6'- y2" - O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); 3 I SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. _ O O OVER SINK A/C, COND. INTERIOR. HOT ME HANIGALR5YIFINO STEM PIPINGAAND HOT WATER PIPING PROJECT: O 0 3_p" 2.NEW FINISHED FLOOR PER H.O. SELECTION SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN OO Qo JI 3_3y2" R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NY5 EGG PR05.A BAWL ( - l 12 PROVIDE (2) 120 GAL. O NEW ATTIC, ACCESS - PULL DOWN STAIR: R403.4 4 R403.5: 7 SOUND C H ES H I R E I. MIN. 550 # CAPACITY �, ( T z PROPANE TANKS 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING O I 3 J I , I 0' 10'-O" I'-10" O 3.DEL. FRAMING WHEN NEW OPENING FLUIDS >105°F OR<55°F (R403.4) RESIDENCE " C, I 0 �_ 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4a 2. PIPING J' AND LAR6ER IN NOMINAL DIAMETER Q ( " _ INSULATION ABOVE w/HD. FR. (OR EQ) BAFFLE OR 3. PIPING SERVING MORE THAN (1) DWELLING UNIT 5'-'71, 5'-7 - I RETAINER TO PREVENT INSULATION FROM ENTERING 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE DWELLING WHEN OPENED,AS PER NY5 EGG R402.2.4 5. PIPING FROM WATER HEATER TO A DISTRIBUTION - (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE MANIFOLD O I I- F_ Q �[(>� 2 ® _$ THERMAL ENVELOPE OF BUILDING). 6. PIPING LOCATED UNDER A FLOOR SLAB MADISON AVENUE REF, PANTRY rl �V b a i b. SUPPLY 4 RETURN PIPING IN RECIRCULATION SY'5TEM5 GREENPORT, N.Y. 11944 r O O Q I6 I- Q Q 5.INSTALL AS PER MANU. SPEC,s "I. BURIED PIPING cV I rV r O 0 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. OTHER THAN DEMAND RECIRCULATION SYSTEMS. I � J I " 5�_0�� 6�_5��__� �5M/GO c� IT I _4 (ISM Q ® 103 SOUND BARRIER WITHIN INTERIOR WALLS 4 FLOOOR: DRAWING TITLE: < Q 0 I B 7 FILL INTERIOR WALLS 4 FLOOR WITH INSULATION TO PROVIDE A SOUND TRANSMISSION GLASS (STG) FOR UNDER-FLOOR " I =, A AIR-BORNE NOISE OF NOT LESS 50 AS MEASURED IN PROPOSED FOUNDATION PLAN ACCORDANCE WITH A5TM E a0. VENTILATION � VENT 3y2, PROPOSED FIRST FLOOR PLAN L FLOOR••� AREA "i32 S.F. I ry 101 Q •- - - - - - - - -1 % REQ. S.F. PROV. • clr3 IREa D 4.�1 S.F. 2., S.F. - 4 A PAGE: I I I I _ I-I I I I ,- rA-1-01000 O A-301 I I-2 , I A-301 A-501 FOUNDATION PLAN NOTES i- - O m CRAWLSPACE AGGES HATCH! A PROVIDE NEW GRAWLSPAGE ACCESS HATCH 24 L - - - - - - - - - - - - - - - - J 4 `� I x 52" WINDOW WELL 4 COVER BY "ROCKI^ELL;ELITE SERIES" 66"W.X42"H. OR EQUIVALENT. INSTALL AS PER DATE' • • • MAN. SPECS. HO TO SELECT COLOR. • 04/11/24 5 OF 10 UNDER-FLOOR AREA VENTS 44T 2 NEW VENT w/MIN. I S.F. NET VENTILATION OPENING PER g A A NATURAL LIGHT 4 VENTILATION O 2020 IRG R405; INSTALL AS PER MANU. SPECS WITHIN V-O" 4'-6" (HABITABLE SPACE) OF BUILDIN6 CORNERS. PROVIDE WELLS W/COVERS AT 201-01, GRADE y .. PROVIDE (2) NEW 2 TON HYDRONIG AIR HANDLER: a f a-'1 20-O FLOOR AREA 300 S.F. 3 I. UNITS BY "RHEEM" OR APPROVED EQUAL ��t S.F. REQ. S.F. PROV. O 2.LOCATED N G PROVIDE NRAWLSACCE OR 15T FLOOR "ZONE I" UNIT 1 4. ° c ° 0 - LIGHTING;MIN. 5% r 3.PROVIDE TONNAGE FOR IST FLOOR "ZONE 2" UNIT i m 24.0 S.F. 41.2 S.F. LOCATED IN ATTIC N i OF FLOOR AREA 4.PROVIDE HOT WATER COIL AND CONNECT NEW HOT ` .; Q VENTILATION;MIN. WATER/BOILER COMBO TO NEW COIL ` 4% OF FLOOR AREA 12.0 S.F. 23.2 S.F. u� K FROPOSE17) FOUNIDATI ON PLAN FROFOSE7) FIRST FLOOR FLAN 50ALE: 1/4" = 1'-0" SCALE: 1/4" = I'-O" �32 S.F. HA�ITA�LE S�'AGE; �32 S.F. Ci�OSS AREA E N D R A f„ 5`r tll,-1 E3 Q f,i <E`r : DOOR 5GHEDULE FLOOR PLAN NOTES DOOR NOTE: NEW MECH. AREA: DOOR MATERIAL O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 10 I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEG.'s NEW PARTIAL HEIGHT ® MIN. (2) 2"x4" 5TRUCTURAL ON PLANS BY 'JELD-WEN' (OR EQUAL). d EXISTING TO BE DEMOLISHED , WOOD FRAME (L.G. STL. POST FOR 4" WALLS FIRE 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2•MAINTAIN 30 x30" CLEARANCE IN FRONT OF MECHANICAL TAG DESCRIPTION MANUFACTURER i to NOTES UNITS AS PER NYS MG 306.1 Q WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL ttl RATING ON PLANS BY 'THERMATRU', 'ANDER5EK (OR EQUAL). 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES 0 EXISTING TO REMAIN POST FOR b" WALLS), U.O.N. WIDTH HEIGHT 3 < 3.NOTE DOES NOT INDICATE EACH NEW DOOR REQUIRED PER NY5 MG 604. 45 MIN. RATED PROPOSED;SEE DESIGNATIONS 4 DOOR 5GHEDULE. L11 lV 4.IF APPLICABLE DISCONNECT REROUTE 4 RECONNECT NEW WOOD FRAME (I_.G. SELF-CLOSING 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR NEW 6 PLUMBING WALL \ WALLS,U.O.N. EQUIPMENT TO EXIST. PIPING AS REQ.'D. J m STL. WHEN APPLICABLE) NEW FOUNDATION WALL \� FFIRST FLOOR 5.INSTALL AS PER MANU SPEC.'s TYPICAL MECHANICAL AREA NOTES: Q cy) N NEW 2-HR FIRE RATED 6.PROVIDE (2) 2"xIO" HDR.,U.O.N. I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY NEW I-HR FIRE RATED "1. SEE PACE 6-003 FOR ALL OTHER FRAMIN6 C WOOD FRAME (L.G. STL. WOOD FRAME (L.G. STL. 101 SWING THERMATRU 3'-O" 8'-O" • •� ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. "DUROGK" (OR EQUAL) WHEN APPLICABLE) WHEN APPLICABLE) 2. FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 5/5" p 102 ::J SLIDERS ANDERSEN 10'-O" 8'-O" FWG I0050-4 O STAIR $ RAILING NOTE: TYPE "X" 6YP. BD. UL U505 (OMIT ON GONG. WALLS) _ 0 1. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI 4 MIN. 10" 3. WHEN NEW, INSTALL FURNACE/BOILER A5 PER MANU. >: C9 Tr - RISERS SHALL BEIC CLOSED SPEC.s AND AS PER NY5 MEGH. AND FUEL VERIFIED N z 0 CODE L ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-003" FOR NAILING 8 STRAPPING 103 SWING JELD-WEN 2'-8" 8'-O" • 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 4. WHEN EXIST., MEGH. EQUIP. SHALL BE VERIFIED THAT O O ��qq 6�gg IT CONFORMS TO NY5 MECH. AND FUEL 6A5 CODE a Lr) * EEITSOOR SCHEDULE FOR ALL GL,455 DOORS FROM SAME MANUFACTURER HOT EXCEED THE SMALLEST A MORE THAN ". (B `0 � 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-8". S. COMB. AIR VOLUME AS PER MANU. SPEG.s - PROVIDE � U ** FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER 104 5WING JELD-WEN 2'-4" 8'-O" • Q 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: FRESH AIR INTAKE FROM EXTERIOR X :3 N 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 56" MIN. 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL O 0 O 4- C1 SECOND FLOOR 4.2. BELOW HANDRAIL,RAIL ON ONE 51DE: 51.5" MIN. EMERGENCY SHUT OFF SWITCH 0 m .� WINDOW CHART 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2'1" MIN. -7. FOR 6A5 SERVICE, PROVIDE 6A5 SHUT OFF SWITCH 4-J N J Ln S. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER O EGRESS 0 O LIGHT VENT 201 SWING JELD-WEN 2'-8" '1'-O" ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR CLEARANCES AS PER CODE Q Q_ O ROUGH OPENING WINDOW DIMENSION CLEAR PROV. PROV. OR MORE RISERS, AND WHERE SHOWN ON PLANS, a. PROVIDE 3" FLOOR DRAIN IF REQ'D BY EQUIPMENT 4 OPENING 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED CONNECT TO SANITARY SYSTEM AS PER NYS TAG TYPE MODEL # WIDTH REOV: 20" TEMP. PER PER 202 SWING JELD-WEN 2'-6" "1'-0" • WALKING SURFACES LOCATED MORE THAN 50" ABOVE PLUMBING CODE WIDTH HEIGHT WIDTH HEIGHT HEIGHT REQ'D:24" UNIT FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. 10.APPLIANGE5 JOINED THROUGH A COMMON NATURAL OPEN READ: 5.-1 S.F. 205 DOUBLE SLIDERS JELD-WEN 4'-O" -I'-O" �. ALLOW HIGH GUARDRAIL 4 SPINDLE SPAGIN NOT TO DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL n l LOW PASSAGE OF A 4 0 SPHERE;36" HIGH SECTIONS OF 2020 NY5 RC 62421. of A DOUBLE-HUNG TW304(o V-2 4'-5 3'-I 4'-5 5.55. 10.5 5.81 HANDRAIL 4 SPINDLE SPAGIN6 NOT TO ALLOW 11 204 SWING JELD-WEN 2'-6" 'I'-O" PASSA6E OF A 4" 4) SPHERE. II COMBINATION BOILER B FDOUBLE-HUNG J TW2432 2'-6 3'-4 �" 2'-5 3'-4 �° Q 5.0 2.a 5. 6RIPPA5LE RAIL AS PER CODE. O NEW NAVIEN CONDENSING PROPANE WALL-HUNG 9. RAILING 4 TREADS TO BE WOOD COMBINATION BOILER (OR APPROVED EQUAL). 205 DOUBLE SLIDERS JELD-WEN 4'-O" J -i'-O" • 1. VENT THROUGH WALL. G DOUBLE-HUNG l TW2042 2'-2 �" 4'-4 �" E2'-I 4'-4 J" F5.5 5.4 2. F.A.I. THROUGH WALL. 11 SMOKE DETECTOR / CO DETECTOR NOTES: 3. INSTALL PER MANU. SPEC.'S D DOUBLE-HUNG J 7W2042 2'-2 �" 4'-4 i" IE 2'-I 4'-4 i" 5.8 5.4 206 SWING JELD-WEN 2'-6" 'i'-O" O3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT U SMOKE /CARBON MONOXIDE COMBINATION DETECTOR l „ „ HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 12 PROVIDE ('R NEW 2 TON A/G CONDENSERS: E AWNING J AX25I 6'-0 5'-11 2'--T I I.'1 2.8 20"1 SWING JELD-WEN 2-4 7-O 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES I. UNITS ID "ONNA OR APPROVED EQUAL n , SHALL NOT BE REQUIRED WHERE EXI5TIN6 ALARMS 2•PROVIDE TONNAGE FOR FIRST FLOOR "ZONE I" 4 M 1 205 -IFSWING JELD-WEN 2'-4" 'T'-O" • ARE NOT INTERCONNECTED, AS PER NYS R314.4. SECOND FLOOR "ZONE 2" ( IWj F FAWNING J AX281 2'-8" 2'-8" 2'-'1 " 2'-'1 775.0 1.2 �! I 3.INSTALL FL PER MANUFACTURER SPECS L J 3.PROVIDE SMOKE/ CT DETECTORS AS INDICATED, AND 4.INSTALL UPON CONCRETE PAD AS PER DETAIL IF PER GENERAL ELEGTRIGAL NOTES ON PAGE 6-002.FT AWNING AX281 2'-8" 2'-8" 2'--T 2'-"TIF © 5.0 1.2 20Q 5WING JELD-WEN 2'-4" "T'-O" ��� 4.SMOKE /CO DETECTORS TO MAINTAIN V MIN. HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS PROVIDE (2) NEW 2 TON HYDRONIG AIR HANDLER: 1 " 4 OPENING5 TO BATHROOMS w/SHOWER OR TUB. 13 I. UNITS BY "RHEEM" OR APPROVED EQUAL G DOUBLE-HUNG J TW3046 3-2 4-8 3-I 4-5 5.55 7 10.5 5.51 F 210F SWING JELD-WEN 2-4 'T-O • �� 5.INSTALL ALL AS PER MANU. 5PEG.'s O 2.PROVIDE TONNAGE FOR 15T FLOOR "ZONE I" UNIT U 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR LOCATED IN CRAWLSPACE H PICTURE DHP4246 4'-3 �" 4'-8 g" IF 4'-5 a" 4'-5 J" J 15A 20.5 IN COMPLIANCE WITH LOCAL CODE 3.ROVIDE TONNAGE FOR IST FLOOR "ZONE 2" UNIT LOCATED IN ATTIC l WINDOW NOTE: 4.PROVIDE HOT WATER COIL AND CONNECT NEW HOT J PICTURE J DHP5442 3'-6 �" 4'-4 5,-5 "' 4'-4 11.5 0.0 O4 I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN WATER/BOILER COMBO TO NEW COIL //� CASEMENT,DOUBLE-HUNG, OR 6LIDIN6 (AS NOTED). V INSTALL AS PER MANU. SPEC.'S. NEW 4"x5" ALUM. DOWNSPOUT (TYP.) MATCH ^` 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 14 SIDING VJ SEE DEVONATION5 4 WINDOW SCHEDULE. Q 3.FOR SUBSTITUTIONS, SEE NOTE #1 IN "GLASS WINDOWS NEW_L.AUNDRY CLOSET: AND DOORS" ON PAGE 6-002. 15 I. NEW WASH /DRY HOOK UP 4.ALL CASEMENT WINDOWS TO HAVE 5TRAISHT ARM HINGE. 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s 5.ALL DOUBLE HUNG WINDOWS TO BE TILT WASH w/SIZE OF EQUIP. 6.IN GENERAL, TEMP. &L. SHALL BE PROVIDED: 3.PROVIDE HOOK UPS AS REQ'S PER MANU. 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF 5WIN61N6, 5LIDIN6, 4 BIFOLD DOORS DRYER EXHAUST NOTE: 6.2. WITHIN IS" OF F.F. I. DUCT SHALL TERMINATE TO EXTERIOR 6.3. WITHIN 24" OF A DOOR 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY 6.4. WITHIN 5TAIRWAY5 4 WITHIN 36" OF A LANDING OPENINGS 6.5. WITHIN TUB/SHOWER ENCLOSURES 3.DUCT SIZE AS PER MANU. 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 4.DUCT SHALL BE EQUIPPED H/A BACKDRAFT DAMPER 7. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM (2) 2"xl0" HEADER U.O.N. CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS EXCEED 5 FEET AND SHALL BE LISTED AND LABIELED LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN'72" IN ACCORDANCE WITH UL 2155A. ABOVE GRADE OR THE ADJACENT SURFACE AT THE 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID BUILDING EXTERIOR. METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS EGRESS NOTE: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST IN COMPLIANCE WITH NEW YORK STATE BUILDING DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF SCREWS EGRESS SHALL BE FOLLOWED: 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE NET CLEAR OPENINO........... 5.'7 S.F. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 NET CLEAR HEIGHT............... 24" MINIMUM FEET FOR EACH 450 BEND AND 5 FEET FOR EACH 0100 NET CLEAR WIDTH................. 20" MINIMUM BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. NATURAL LIGHT 4 VENTILATION O TYPIWCAAL BATHROOM NOTE: (HABITABLE SPACE) LL E30APP I.I. INSTALL MOISTURE RESISTANT 6YPSUM BOARD IN THERMOSTAT: ALL BATHROOMS 16 I. PROVIDE THERMOSTAT FOR(2) ZONES: FLOOR AREA 1112 S.F. _ 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND - ZONE I: FIRST FLOOR O TUB SURROUNDS - ZONE 2: SECOND FLOOR S.F. REQ. S.F. PROV. ry tt1 i m 2. SHOWER FLOORS 2. H.O. TO SELECT MODEL; INSTALL AS PER Q N Q 2.1. NEW TILE FIN15H (H.O. TO SELECT) UPON MANUF. SPE05 LIGHTING;MIN. 8% " 2.2. CONCRETE MUD-SET (SLOPE I/8" PER FOOT OF FLOOR AREA 15.6 S.F. 52.5 S.F. 2q-7 TOWARDS DRAIN) UPON 3'- y2" 4'-Oy2" 4'-Oy2" b'-6y2" 3'-lOy2" 14 2.3. WATER PROOF MEMBRANE TO COVER SHOWER NEW TILE FLOOR: VENTILATION;MIN. 6A S.F. I8.1 S.F. F FLOOR,WRAP DRAIN 4 ATLEAST IS UP WALLS 17 I. NEW TILE FINISH (H.O. TO SELECT) UPON z 4% OF FLOOR AREA G w FT F 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON w NEW EXHAUST FAN SHALL BE INSTALLED WHERE E 3.NEW DUROGK GEMENTBOARD (OR EQUAL) UPON ■ ■ (- - - - - - - - � - - - - - - - - - - - - - - - - - - - - � ® O VENTILATION IS NOT MET BY MEANS OF NATURAL 4.NEW�" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); p F- - - - - - - - - - - - - - - - - - - - - - - - - - - _ - CIRCULATION THROUGH WINDOWS OR DOORS SE SCREW PERIMETER OF SHEATHIN6 6" O.G. 4 12" O,G. ® U �_ ( I OUTDOOR SPACES AS PER NYS MECH. GORE SECTION INTERIOR. G rL 7 rL rL 6:12 PITCH I 405.5.2.5; INSTALL AS PER MANU. SPE05 13-0 O'. 5-6" 6--1 I E NEW PLUMBING FIXTURES: Ej LANDING 2 m I I HIOH EFFICIENCY IENCY I AMP INSTALLED NEW LIGHTING O SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. 6 _� I FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, w Q z I a I NEW FLOOR: AS PER 2020 NY5 EGG R404.1 Q w 1 VENT I I O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); 17 ® I 4 I SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® HOT WATER PIPING INSULATION: BATHROOM 2 a 3'-O" I INTERIOR. MECHANICAL SYSTEM PIPING AND HOT WATER PIPIN6 48 S.F. ^ VENT EXHAUS PROJECT: T I I I 2.NEW FINISHED FLOOR PER H.O. SELECTION SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN 208 7 3�3y2 FAN THROUGH I R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG SOFFIT I ( O NEW ATTIC ACCESS - PULL DOWN STAIR: R403.4 4 R405 5: 7 SOUND C H ES H I R E Z 0 I I I. MIN. 550 # CAPACITY BEDROOM 1 210 Q Q VAG I 2.SIZE TO FIT MEGH. EQUIP. THRU OPENING (MIN. 22"x30") I. MECHANICAL SYSTEM PIPIN6 CAPABLE OF CARRYING w 1'72 S.F. I I 3.DBL. FRAMING WHEN NEW OPENING FLUIDS >105°F OR <55"F (R403.4) RESIDENCE Q 6 - I6 ILAUNDRY 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4q 2. PIPING J" AND LARGER IN NOMINAL DIAMETER N Oq O 52L. I ( F_ _77 I INSULATION ABOVE w/IND. FR. (OR EQ) BAFFLE OR 3. PIPING SERVING MORE THAN (I) DWELLING UNIT 4.5 5.F. I O V RETAINER TO PREVENT INSULATION FROM ENTERING 4. PIPING LOCATED OUT51ME CONDITIONED SPACE 1 15 Q I I 13 k Q I (OM TLINO WHEN OPENED,AS PER NYS ECO WHEN ATTIC ACCESS DOES NOT PENETRATE 4 5 PIPINry MANIFOLDOM WATER HEATER TO A DISTRIBUTION iu 2°6 Q 2O1 VENT Jill _ MADISON AVENUE O 6' SM/GO � - y O I i I Q� � � THERMAL ENVELOPE OF BUILDING). 6. PIPIN6 LOCATED UNDER A FLOOR SLAB 5.INSTALL AS PER MANU. SPEC,s '1. BURIED PIPING t- 1Q I I I I 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 8• SUPPLY HER T4 RETURN FI IN0 IN RECIRCULATION IRUO STEMS GREENPORT, N.Y. 11944 (V 20-1 - 5 0 204 202 Q IT SOUND BARRIER WITHIN INTERIOR WALLS d FLOOR: DRAWING TITLE: FILL INTERIOR WALLS 4 FLOOR WITH INSULATION TO BATHROOM I - I I PROVIDE A SOUND TRANSMISSION GLASS (5TC) FOR 52 S.F. : 205 0 203 B SM/GO 5M/GO I AIR-BORNE NOISE OF NOT LE55 50 AS MEASURED IN PROPOSED SECOND FLOOR PLAN ry I ACCORDANCE WITH A5TM E 110. 8 8 I � I I PROPOSED ROOF PLAN ® " - 3'-Q" �' I I L VENT EXHAUST FAN ■ L - - - - - - - --I 6:12 Pgqh11 fg::I&PITCH THROUGH SOFFIT PAGE: F 0 BEDROOM 2 BEDROOM 5 101 S.F. 101 S.F. -I I I-I I I I 1-I A-301 H � � A-301 A-5 A-102v0001 I I A-301 24 :� 4 DATE: 04 11 - - - - - - - - ® - - - - - - - - - - - - - - - - - - � / / 6 OF10 - - - - - - - - - - - - - - - - - - - J NATURAL LIGHT 8 VENTILATION A A NATURAL LIGHT 8 VENTILATION (HAB 1 TABLE 5PAGE) (HAB I TABLE 5PAGE) C)�r FLOOR AREA 101 S.F. Q m 'S;»,• � fir,�� '• ,•, �� IB FLOOR AREA 101 S.F. t 4--1 20-O' O S.F. REQ. S.F. PROV. S.F. REQ. S.F. PROV. LIGHTING;MIN. 8% LIGHTING;MIN. &% 8.1 S.F. 15.5 S.F. OF FLOOR AREA 8.1 S.F. 22.0 S.F. OF FLOOR AREA O VENTILATION;MIN. N Q VENTILATION;MIN. , 4% OF FLOOR AREA 4.0 S.F. "1.0 S.F. 4% OF FLOOR AREA 4.0 S.F. 8.6 S.F. fi�fi�Ofi�OS I7 S G01�I� FLOOR PLAN FROFOSEID SEC ON � FLOOR PLAN � rt� � I~<e�pT�',= -752 S.F. HABITABLE: SFAC E; -752 S.F. OROSS AREA 5GALE: 1/4" = 1'-0" 5GALE: 1/4" = 1'-O" ELEVATION NOTES OTYPICAL ROOFING: I. 5EE NOTE AT BUILDING SECTION FOR MINIMUM Q CONSTRUCTION 5TANDARD3 Lu 2. H.O. TO VERIFY FINAL COLOR ! MATERIAL SELECTION W BEFORE INSTALLATION W co J m IA ASPHALT SHINGLE ROOFING Q 4-J N •O LID OPROVIDE CONGEALED FLA5HIN6 AT ALL ROOF INTERFACES. d TYPICAL 51DINO: i O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM O C CV z O� CONSTRUCTION STANDARD'S 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION IA 0-� •co V -0 BEFORE INSTALLATION y c O O N N O m C9 3O LAP SIDING 12 \ � O -J Lr) O TYPICAL 5/4" x 6" AZEK SIDING TRIM (OR EQJ: _ - IA Q a O O4 I. PROVIDE AT ALL FASCIA 2. PROVIDE AT ALL V41NDONS/DOOR5 \ - 5. PROVIDE AT ALL CORNER BOARDS d SOFFIT-5 — - - O NEW 6" SEAMLE55 GUTTERS;WHITE, ALUMINUM (TYP) -- - _ - - --- W O NEW CRAWL SPACE ACCESS SEE AL50 PLAN 4 DETAIL lo 4 II MIN. NEW UNDER-FLOOR AREA VENTS; SEE �/ S -{-J O FOUNDATION PLAN FOR SIZING REQUIREMENTS U •— .r NEW A/C CONDENSER ON GONG. PAD OR OTHER I Og APPROVED GROUND SURFACE (SEE FLOOR ,jJ m PLAN NOTES) 4- IJJ Oq NEW WOOD FRAME STAIR to NEW ELECTRIC METER; INSTALL PER UTILITY v c CO. STANDARDS OII NEW DRYER VENT: SEE DRYER EXHAUST NOTE ® PLAN nv , NEW MECHANICAL UNIT DIRECT VENT: o I2 INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. O O l0 O 10. Q SPEC.'S IN FULL CONFORMANCE H/VENTING CLEARANCES REQUIRED PER NY5 Mo 504. ° SEE AL50 NOTE ® FLOOR PLANS. IdJ _ 12 MIN. 13 NEW MECHANICAL UNIT FW=SH AIR INTAKE: INSTALL AS PER MANU. SPEC.15 12" NEW BATHROOM EXHAUST FAN VENT: 101 F F F F MIN.- VENT THROUGH k4ALL AS SHOWN. SEE AL50 NOTE ® PLAN. 77 lK 11 6 m L L SOUTH ELEVATION (FRONT) EA57 ELEVATION (Rl0HT 5C)F_) SCALE: 1/4" = P-O" SCALE: 1/4" 1'-0" z w O U 2 12 �- PROJECT: 5 -- - -�- 7 SOUND CHESHIRE RESIDENCE O � , F � B MADISON AVENUE GREENPORT, N.Y. 11944 LLLe—) 12 DRAWING TITLE: 6 4 PROPOSED EXTERIOR ELEVATIONS r 14--LANDING-PAGE: LL0=J[,I Li L J � 0 8 =-- I i Lo __J A-201m00 l02 a DATE: 04/11/24 7 OF 10 O O ja L__J L NORTH ELEVATION (REAR) NE5T ELEVATION (LEFT 51 EDE) SCALE: 1/4" = P-O" 50ALE: I/4" P-O" " , JI, CONNECTION 'A' AS BUILDING SECTION NOTES PER PACE 6-005 PROPOSED_RIDGE HEIGHT NEW RIDGE NEW ROOFING NOTE ?�(TYfi ELEV. +25.3' O I. INSTALL NEW ASPHALT SHINOLE5 - - Q 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 12 0 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS ----_._�� -- - - PROPOSED 6 LLI OVER 5.INSTALL 15 # BUILDING FELT N.O.N) OVER 1� _____ J TT G ry GO-ORDINATE BIRDSMOUTH LJJ co 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) ATTIC CONNECTION 'BI' AS I- �i TO ENSURE R.R. NOTCHED (� 5. GAP 5HINOLE OVER RIDGE S HIPS (AS REOV) 2 AIR LESS THAN DEPTH TY 6.PROVIDE RIDGE VENT(A5 REOV) I HANDLER PROPOSED RAFTER DEPTH (TYPJ Ln A GESS PER PAGE 6-003 I I n1 Q ;�' N '1. FLASH ALL VALLEYS --- __ --� _- --— . NEW R.R. TO C.J. L------ ATTIC c m S.INSTALL DRIP EDGE AS FMO'D --- / � O 9. INSTALL ALL AS PER MANU. SPEG.'s J — r. r \ — -Oruo } C 2 TYPICAL ROOF $ GEILII�IG CONSTRUCTION: O a .O N 0 � L) � • NEW ROOFING AS NOTED X " N • I/2" W GDX PLYWD SHEATHING (BLOCKING ® ALL PLYD SEAMS) • R.R., G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER Q O - --- O 0 O 4-+ 5' INSTALL "X" BRID61N6 ® CENTER OF SPAN,U.O.Na o o I._ Q ,� 0 m • PROVIDE'1" THK. SPRAY FOAM INSULATION (R-4ct ® T'p CONNECTION 'GI' A5 N 4-J Ln R--l/INCH) Q PER PAGE 6-005 r C cu • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES - NEW STUD TO — =--_--- Q d FLOOR ASSEMBLY NEW XTERIOR WALL cCN5TRUGTION (TYP.): - - -- -- E O3 PROP05ED SECOND_FINI5_HED_FLOO_R - - BEDROOM BEDROOM TYVEK HOUSE WRAP (VE:NTED) (OR EQUAL) UPON ­_ ___ BATH. BEDROOM • 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD ELEV. +II.(' g 5EAM5) UPON - - - ---- -- 1 • 2"xb" STUDS ® 16" O.G. W DBL. TOP PLATE \ • MIN. R-21 BATT INSULATION 4 j LANDING f! �� • 5 8 GYPSUM BD. WALL f9NI5H NEW SIDING NOTE (TYP.) 4O 1. INSTALL NEW 51DIN6 PER HOMEOWNER'S SELECTION. 2."TYVEK" HOUSE WRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. 5PEG.'s 4.PROVIDE ALL NECESSARY TRIM FOR PROPER Q oo v • INSTALLATION Q - 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL o q i CONNECTION 'DI' AS Q o KITCHEN PER PACE C-005 M TYPICAL FLOOR CONSTRUCTION: NEW STUD TO 1 1 1 O 1. FINISH FLOORING TO SELECT _ ®® ® ®� 2. 5/4" T f 6 GDX PLYWD. SUBFLOOR GLUED 8 5CREWED I V N OOM FLOOR ASSEMBLY • PROPOSED FIRST FINISHED FLOOR C C C C 4. MIN.RA BAITT INSULATION (ONLYNBETWEEN FIRSTOVER 6' ALL ELEV. +I."i' ----�� . __ -- -+---- -- -- - � INI G R J �111 BEY ND - 5 FOYER FLOOR AND FOUNDATION) EL--8.0 --_-- -------=--- -. . .- , 1 U 5. 2" THK. SPRAY FOAM AT ELMO. PERIMETER RIM JOISTS SOUND BARRIER WITHIN INTERIOR WALLS d FLOOR: O5 BASELINE (AVERAGE GRADE 8'-O") • ELEV. +0.0' a FILL INTERIOR WALL5 d FLOOR WITH INSULATION TO ML _ Q PROVIDE A SOUND TRANSMISSION CLA55 (STG) FOR GRAWLSPAGE GRAWLSPAGE Q z CJ AIR-BORNE NOISE OF NOT LE55 50 AS MEASURED IN 3.0 — in X GRAWLSPAGE ACCORDANCE WITH A5TM E 90. ELEV. -2.0 SM Q Q WATER TABLE --------------------------------------------------------------- ---- Z , 6.0' , �5W i 17.0' i SECTION I -I/A-5OI - SECTION 2-2/A-501 SCALE: 1/4" = 1'-0" 50ALE: 1/4" = I'-O" z uw O 0 IL 4" FRESH AIR O THROUGH ROOF ENT I` � w U I HYDRONIG 5/4" HW Q Q 311 AIR (CLOSED LOOP 1 Q HANDLER SYSTEM) O I PROJECT: I PROPOSED PROPOSED PROP. I 7 SOUND C H ES H I R E 1-- -I--"------- LAUNDRY 1 BATHROOM BATHROOM ROOM I PROP. I 1 1 I PROP. I NOTE: PROP. AUNDR BATHROOM BATHROOM OK RESIDENCE a SHALL CONFORM TO p ROOM I I I I I 0 04 04 i LOCAL PLUMBING CODE I 1 O I I p 2"1 i 2111 1 2"1 211 1 uIL I I I I 1 I 1 I I PROVIDE "ABE500 FP200 FR 1 4 1 4 Q I S I 12 I I 12 I I EXPANDING FOAM" (OR EQUAL) �Q I Qa 3 Qa 1 4: I MADISON AVENUE j 1 1 I I IAT ALL RATED WALL PENETRATIONS IN FIRE j j �U � W G. 1j � �1 IV W.G. 1 _i I 0 E6END W. I W I I= 1 1= I_ r f✓ 1 ' FLOORS/GEILIN65. PRODUCT I 1= m I I_ I .- I HOT WATER ORT N.Y. 11944 2" I- " I 1 I I- " I CONFORMS TO ASTM E 814, SHOWER ry1 :N tt1 1 'N 1 ----- SUPPLY 1 TUB I I SHOWER I ASTM E 54,AND UL 14-111 1 1 _ 1� TUB WASHER - Lt--.-- ----_-_.--i=--_-_-�. -.--_.--- - -t---._- _---_._-_-!� I COLD WATER DRAWING TITLE: c.o. 2 3" I 2 3"G - - - ~ - - SUPPLY BUILDING SECTIONS 2„ -- _ PROP. PROP, PROP. MEGH. ROOM I PROVIDE "ABESGO FF200 FR �/ NOTE K I TGHEN HALF-BATH I 1 EXPAND IN6 FOAM" (OR EQUAL) , �'uu PLUMBING RISER DIAGRAMS r PROP. I 1 ALL PLUMBING WORK I I AT ALL PENETRATIONS IN FIRE PROF. HALF- BATH SHALL CONFORM TO LOCAL PLUUMB N6 CODE p WALL HUNG 1 FL OR5ED W/G ILIN65LLS D PRODUCT , ~ a0 1 KITCHEN 1 1 I OILHEATER COMBO CONFASTMORMS TO AND UL E 14, LL 12 2 1 21 GLEAN OUT 144 I 7 1 1 LANDING ~ I I I '-� A5 REQ D 1 I j j VERIFY SIZE I - PAGE: Q<,g 1 I 3 I O ' w/MANU. r-- -1 EXIST. F.A.I. TO 31 1 jx j 13 REMAIN• T1 IU iv * v W.G. I v: I r I- 14, W1 �� p\� DW ';1 I� m 1 mI m� 1 3® 1■ ®® -ry DW ---L----------L' - =- -- - 1 G.O. L.._.._.._.._.._.._.._.._.._r_. _.._.i_.� ._.._._ ._ _._ ._ _..1.._.._.._.. 11 G.o. DATE: 04 24 i j CLEARANCE 5" / / 8 OF 10 4" 1 4" HOUSE 1 rW -- - MIN. REQUIRED 6. MAIN DRAIN G.O. I TO STREET ATER MAIN U W 5/4" H ----j I + TO SEWER AIR SYSTEM) LOOP rHANDLER I s: d 4 N HYDRONIG 1 AIR I 'I SYSTEM HANDLER L----- GRAWLSPAGE " SECTION 3-5/A-50I f. _i N Al, 5GALE: 1/4" = I'-O" ',� : FLUME I NO h 15FER DRAIN / NA5TE / TNT PLUMB I NO iz I SER - SUi�i�LY SCALE: NTS 50ALE: NTS `;t 5/4"xb" P.T. P.T. DECK JOISTS DECK BOARDS 4,5 NOTED ON PLANS TYP. ROOFING (SEE 5/4" x REQ'D SECTION NOTES) HEIGHT P.T. RISER d TYP. ROOF CONSTRUCTION Q (SEE SECTION NOTES) PypN 4"x6" P.T.DECK S �Ft 2"x 5LOGKIN6 ® LU 'SIMPSON' H2.5A p4"P EA. STRINGER TO LLI RAFTER TIE RR' MATCH SIZE OF J co HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE P.T. DECK JOISTS SPECIFIED ON SIDE OF STAIR IN ACCORDANCE W MANU. 5FEC.'s; Q t N PLANS AND NOT PROJEGTIN6 MORE THAN 4'2" INTO FASTEN STRINGER TO C L.n 5TAIRWAY;SEE HANDRAIL 6RIF 51ZF-5 ADJACENT BLOCKING (MIN. 6 PITCHED METAL i„ FASTENERS) 0 JOIST HANGER BY /'51MP50N' OR EQUAL ) CD G.J. AS PER PLAN a--� \— — SECOND F I N I SHED FLOOR FASCIA BOARD 4" THK, x 8" WIDE x WIDTH 2"xl2" P.T. STRINGERS ® I6" 0 O N Z 0 — O.G. (MIN. 3 5TRINGER5 ® .� i OF STAIR P. GONG. PAD i EA. STAIRWAY) a co 1 -0 d• 2"x6" P.T. BLOCK IN BEAM AS PER PLAN BETWEEN EA. STRINGER. I O 0 O 4- N FASTENED TO P. GONG. - 0 m Z CD l L � V2" MIN. SPACE BETWEEN \ PAD w/ 111/64" x 3-1/2" I m A EGKIN6 SHALL BE FASTENED ON a"' Ln V WALL AND HANDRAIL \ CONCRETE SCREWS BY � w/ COATED DEGKIN6 SCREWS BY O � CB "51MPSON" PG64 NEW "SIMPSON" LU526 "GALIBURN" (OR EQUAL) r "DECK MATE" (OR EQUAL) a a O 3/4" PINE RISER \ "51MPSON" BG52 2/4) GALVANIZED JOIST - MIN. (3) SGRE r- BLOCK O" MIN. 5/4" PINE TREAD STANDARDS FOR O RI FFABLE HAND RAIL (FOR 2 PLY BM) HANGER GRADE GRADE SCALE: NTS II I lo" _ GROSS SECTIONHANDRAIL MIN' `A I" ROUNDED N051NO A CLEARANCE CIRCULAR NON-CIRCULAR RADIUS -� EXTERIOR MOOD STAIR DETAIL +, (NOT INCLUDED IN A-40I.00 I TREAD DIMENSION) 4n_6l „ SCALE: 5/4" = 1'-O" 4 V �2 V _2 PERI- 4 2/4 P.T. POST AS • METER MIN. MAX. PER PLAN N o 4—J m v / EXTERIOR SHEATHING AS U PER SECTION NOTES -- V ju W 51DIN6 MATERIAL AS 1 PER SECTION NOTES r l N _ "SIMPSON" BUILDING PAPER d HOUSE WRAP C•/ to POST BASE PER TO FULLY OVERLAP FLASHING (5) 2"x12" STRINGERS ® w/R-21 POST SIZE INSULATION, IF UNDERSIDE 15 FACING P.T. DEGKIN6 "Z" FLASHING Q V ! 5TORAGE/NON-HABITAL SPACE 5/4"xb" P.T. DECKING N.O.N. ON FLAW (D N' \ GAP FOR SECTIOWDETAIL5) um STOR.AOE UNDER y2" GYP. BD. =4 � F- 4 DRAINAGE Q P.T. D.J. A5 PER PLAN (WHEN AFL I CALBE) 4 COVERED FOROH DF—TA I L METAL DTT DECK TENSION JOISTS AS PER PLAN FASTENED W(2) Z TIE BY '51MPSON' (OR h, A-401.00 SCALE: 5/4" = I'-O" 5/5" (P x 5" LON6 HEAVY DUTY GAL. FLASHING EQUAL) LA G BOLTS ® 16" O.G. INTO MUD 51LL $ COUNTER TREATED 2"xl2" SILL FOR CONTACT RIM BD.;WHEN Is FOUND. WALL FASTEN w/GONG. (IF APPLICABLE) w/ 2 5/8"0 x 5" LONG APPROVED FLA5HIN6 P.T. DECK JOIST MASONRY ANCHORS ® 16" D.G. AS PER PLAN FIRST F I N I SHED FLOOR FOUNDATION HALL-t�� o< 8 LEDOER CONNECT I ON DETAIL z < IA-401.0L.,11SCALE: 1" = 1'-0" N o- � w f(1 v- MAX. 4" BETWEEN EDGES INTERIOR WOOD STAIR DATA 1 L <a 13 OF 1-I/2" SQUARE BALUSTER A-401.00 SCALE: 3/4" = I'-O" STYLE TO SELECT) 5IMFSON H2.5A RAFTER TIE (OR EQUAL) NEW SIMF50N 6ALV. 5040 2'-0" LAP 5/4"xb" P.T. DECK POST BASE (OR EQUAL) (TYP) BOARDS PROF. P.T. BM. A5 NOTED -------—-— -— -— r ON STRUCTURAL PLAN; EXTE D BEAM PAST z I BASE 1 CENTER BY 6" MIN. w -- I PER MANU. 5FEC.'S o -----------t-- -- "x7"xl0" WD. STRUCTURAL U P.T. D.J. AS PANEL SHIM PER P05T it PER PLAN BASE MANU. SPEC.'S II I ° • • ° •II• •, GRADE 0 d W #5 REBAR (TYP) NEW SIMP50N GALV. • • °�• #5 BENT I I j I ABU46Z POST BASE /° REBAR (TYP) (OR EQUAL) z PROJECT: N ° d 4 67 SOUND CHESHIRE I6"0 'SONOTUBE' FILLED 4RESIDENCE SOLID w/P. GONG. ° PROVIDE 3" (MIN.) GONG. COVER (MIN. 4,000 PSI) OF ALL REBAR WITHIN P. GONG. FOUND. WALLS 3 P. GONG. FTG'S. PROVIDE STRAPPING d NAILING AS PER CONNECTION 'D' IN "TYPICAL NAILING/STRAPPING PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, MADISON AVENUE CORNER CONNECTION PER EENERGY TABLE SHEAR, E LATERAL 003® STUD.RESISTANCE" G R E E N PO RT, N.Y. 11944 (WHEN APPLICABLE) EXTERIOR MOOD DECK DETAIL NEW (2) 2"xb" P.T. SILL PLATES A-4OI.00 FLOOR SYSTEM AS UPON SILL SEAL UPON COPPER DRAWING TITLE: FLOOR SYSTEM AS FLOOR SYSTEM AS SCALE: 5/4" = 1'—O" NOTED ON PLAN TERMITE SHIELD NOTED ON PLAN NOTED ON PLAN #5 REBAR (TYP) 2'-O" LAP DESIGN DETAILS NEW STL. GAP 'A', 'B', NEW STL. GAP 'A', 'B', FLOOR WOOD BEAM N (TYF) NEW 5/5"m HOOKED ANCHOR FLOOR WOOD BEAM , C OR 'G' (PER BEAM GONFIG) AS NOTED ON PLAN OR G (PER SEAM ONFI6) AS NOTED ON PLAN BOLTS ® 3a" O.G. w/3" SQUARE WELDED TO COL.;SEE GAP WELDED TO COL.;SEE GAP PL. DETAILS PL. DETAILS SHER 8 ENDNUT NEW 3-I/2" O.D. SGH 40 NEW 3-I/2" O.D. SGH 40 � ASPHALT DAMP HOT DIP 6ALV. STL. COL. HOT DIP GALV. STL. COL. NEW BASE PLATE A NEW BASE PLATE A Z PROOFING TO EXTERIOR ----------- #4 HOOKED VERT. WELDED TO COL.;SEE ASTM AI23 AS PER WELDED TO COL.;SEE (ASTM AI23) AS PER I 11 --- � BASE PL. DETAILS FOR FOUND. PLAN BY SIMS BASE PL. DETAILS FOR FOUND. PLAN BY SIMS --------_ 8 REBAR ® 48" O.G. ° •I I PAGE: --------�_ ---}I-------- GRADE BOLTING STEEL (OR EQUAL) BOLTING STEEL (OR EQUAL) I I _ #4 HOR. CONT. REBAR ® TOP 4 - II y IS - PROVIDE GOLD JOINT NEW 4" P. NEW 4" P. I I II �� I I �� BOTTOM OF WALL (2 TOTAL) - - GONG. SLAB PROVIDE GOLD JOINT GONG. SLAB I I (I \ elf I _ _ AT GONG. SEAMS (TYP) AT GONG. SEAMS (TYP) ja _=_——-——_� ------- P. GONG. FOUND. WALL 11 -401. 00 (MIN. 4,000 PSI) jl P. GONG. CONT. FTC. I I O ° •, �; L� d (MIN. 4,000 PSI)O O 3-I/2 O.D. SGH. 40 HOT#5 BENT - REBARDATE:HOR. . 9 OF 10 REBAR(TYP) DIP GALV. STL. COL. (ASTM AI23) AS PER 4" P. GONG. SLAB ° 11'• 4" GRAVEL BASE NEW (2) #5 HOR. 4" GRAVEL BASE d • ° NEW (3) #5 HOR. I I I - PLAN WELDED TO PL. I — — ' � � d r REBAR UPON (2) #5 — I I I REBAR UPON (5) #5 I I I a HOR. REBAR (4 TOTAL) HOR. REBAR (b TOTAL) I �� 8 X8 X3/8 THK. v NEW IS x18 xI2 NEW 24 x24 x12 I I I STL. BASE PL. A ) DEEP P. GONG. PAD DEEP P. GONG. PAD I I � ._1:�� _'n..�_"_'".='-r'�''r -"r�"_-'_".''(''--'S=t O� ° FT6. (MIN. 4p00 P51) �\ V-LJ- --- _L� 5.25 9 PA5MED FILL FTC. (MIN. 4p00 P51) COMPACTED FILL I �� 6 MIL POLY a \ O (4) I/2 HOOKED ANCHOR —MOISTURE RETARDER I 14 GRAVEL BASE 3 ( I ;�• `F., r:"'}� ;s,4 BOLTS EMBEDDED INTO PIER MIN. 4 w/ OVERSIZED WASHER ( l_411 AND END NUT SETUP PROV. GLEAN < w (/ COMPACT FILL I 1p� °' Al T CONNECTION BASE PLATE A OF r REBAR OVERLAP DETAIL COLUMN BASE PLATE DETAIL a FOUNDATION WALL DETAIL p FOUNDATION WALL DETAIL FOUNDATION WALL DETAIL A-401.00 A-401.00 - � A-401.00 SCALE: 3/4" = I'-oil A-401.00 SCALE: 3/4„ _ I -O„ A-401.00 SCALE: 3/4 - -O I SCALE. 5/4 = I O SCALE: 3 = I O C ENERAL 5"%'�vI50L <F '-I' : % _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT, WOOD FRAME (L.0. 5TL. CL Q EXISTING TO REMAIN WHEN APPLICABLREMAIN /f NEW WOOD FRAME NEW FOUNDATION WALLLu Lu J 5TL. WHEN APPLICABLE) co C7 NEW I-HR FIRE RATED F�==-�° �` i NEW W b" PLUMBING ALL 14 QLo CV WOOD FRAME (L.G. 5TL. b� WHEN APPLICABLE) MIN. (2) 2"x4" STRUCTURAL NEW 2-HR FIRE RATED P05T FOR 4" WALLS WOOD FRAME (L.G. 5TL. (MIN. (2) 2"xb" STRUCTURAL 5D �' NEW (2) 9.5" HDR 5A` 0 z 0 WHENAPPLIGABLE) POST FORE" WALLS), U.O.N. �•- - - - - - - - - - - - - - - - - - - - - - - - - - - - � � N I r 5A5D • •co - - - - - - - - - - - - - - - - - - - - - - - NEW (2) - - _ NEW (5) I.75"xll.87 2.0E - � x N 2"x5" P.T. Q I ® MIGROLLAM LVL HDR O 0 0 4- STRUCTURAL PLAN NOTES I HDR I DW (D 6 p MECH. GL. ,� 0 m '.I_,SINGLE SPAN STRUCTURAL MEIr15ER: I I I z n I 5 A/G COND. c N O co `n O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS P05T $ COLUMN DESIGNATIONS: ^~ / \ Q 0 d O ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY POSTS $ COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED L ABOVE INDICATED POSTS/COLUMNS. AS FOLLOWS. NOTE THAT THESE DESIONATION5 DO NOT IMPLY 3 OSTACKED POST/COLUMN: SUCH MEMBERS ARE NOT NEGE55ARY ELSEWHERE, AS SPECIFIED x 2 LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH BY OTHER CONSTRUCTION DOCUMENT NOTES $ STANDARD I I ry u ? 0 O FRAMING REQUIREMENTS. V O O I I 0 0 a A/G COND. „ ` POST OR COLUMN ON FLOOR BELOW/ABOVE. I O 0 ry_ -- (v'/) LOAD BEARING WALL (ABOVE): x _� x= I :� SA _ ®--� (2) 2 x4 POST S2 (2) 2 xb POST I ry ® ® I �° �° ® KITCHEN z AS INDICATED BY DASHED OUTLIN-. 13 AL16N STUDS OF BEARING WALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. (5) 2"x4" POST g5 (5) 2"xb" POST I PR SPPAGGRAWL z A3 3B INTERIOR LOAD BEARING WALL- A5 INDICATED BY HATCHING. ALIGN STUDS OF BEARING WALL5 TO LAND DIRECTLY UPON A4 (4) 2"x4" P05T B4 (4) 2"xb" POST B F.J. OR BEAM (WHEN APPLICABLE) BELOW. I U O SUPPORT OF FLITCH BEAM: f�---a (5) 2"x4" POST B5 (5) 2"xb" POST 8 10 DINING ROOM NI 4 I. WELD TO ADJOINING STEEL FLUSH BEAM w/ SIMPSON HB' TOP FLANGE JOIST HAN6E'R PER MANU. 5PEC.'S 10 3 (- - I 4 (SEE 2021 51MP50N STRONG-TIE WOOD CONSTRUCTION 5-I/2" O.D. 50H 40 5-1/2" O.D. 50H 40 _ _ F � _ / 2 REF. PANTRY 4-1 CONNECTORS PAGES 164-165 $ BULLETIN L - - - I u_ _ - - - - 0��� 5TL. COL. (A57M 5TL. COL (ASTM I�-I r �' - �- B4 ' "T-C-WELDUPLFT22") El `' L`J I- �J (5) I Txci.5" 2.OE MIGROLAr�V�RP GIRDER b'-5" (3) I."I5"xa.5" .2 E MIGROLAM W/ A AI25) BY SIM5 AI25) BY 51M5 rya L - J 1 I 5B A4 (2) .5" STE FLITCH PLATES -�- 2. PROVIDE BLOGKIN6 TO FLITCH PLATE FLUSH BEAM STEEL (OR EW STEEL (OR EO) I `' I I O I LOCATE COLUMN FLU H HEADER O I FROM PARALLEL F.J. TO ENSURE LATERAL BRAGIN6 i Q v N O 1 OF STRUCTURAL MEMBER. x - ABOVE N W P. I c l HOEDOWN (IST TO 2ND FLOOR_ ( x �I GONG. PIER `I U c 5A HOLDOWN 'A' AS PER PAGE 6-005 POURED CONCRETE AND STEEL REINFORCEMENT NOTES. ry N - 1 -gyp-a N I I N Q BELOW xLc I O5D HOEDOWN (FOUNDATION TO I51' FLOOR): I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT ( ( ® O HOLDOWN D AS PER PAGE 6-005 FOUNDATIONS BY AN ANGLE OF 45 PROJECTED OUTWARD AND 5D L - - - - - - - - - 0 p ry p X 0 I u V Q r n DOWNWARD FROM THE BOTTOM OF EXI5TIN6 ADJACENT FOOTIN05. NEW UN-REINFORCED P. GONG, SLAB: •� = 5A 5D iv 0 O n 1 ® I. NEW 4" THK. UN-REINFORCED P, GONG. SLAB UPON 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION L LIVING ROOM 2. 6 MIL POLY VAPOR BARRIER UPON SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR II I •: ® NEW 2"xl0° II ~ ® Q 3. 4" (MIN) GRAVEL BASE ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER F.J. ® Ib O.G. p I Q ENCOUNTERED. NE bB W REINFORCED P. GONG. SLAB: - I. NEW 4 THK. P. GONG. SLAB w/6 xb 10/10 W.W.M. UPON 5. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. zz a1 2. 4" (MIN.) GRAVEL BASE COVERED ry !M I (V ry PAD FOOTING (EXISTING): 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT ( I PORCH 3 ®J O V.I.F. EXIST. 18"x18"xl2' DEEP P. GONG. PAD FOOTING 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 518 CODE. (MIN. SIZE), IN 600D CONDITION, BENEATH EXIST. STEEL 5, ALL REINFORCEMENT BAR5 SHALL BE DEFORMED CARBON STEEL u1 z I I •• � z COLUMN. V.I.F. 5PACIN& BETWEEN COLUMNS DOES NOT A5TMA615 GRADE 60. WWM FOR SLABS DO NOT NEED TO BE NEW (2) 2"xl0" FLUSH BM. NEW(2) NEW(2) EXCEED DISTANCE SHOWN. CONTACT ARCHITECT IF COATED. _ 2 2"XIO" P.T. I_ - - - - - - - - - - - - - - - - - - - 2"xlO" HDR 2"xl0_' HDR EITHER FOUND OTHERWISE. DRP. DI�- , 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS • 4 11 • 5A GONTINUOUSFOOTING: 13 • ' - - - - - - - - - - - - - - - - - - - - J O8 NEW I6"x5" DEEP P. GONG. CONTINUOUS SHALL BE STAGGERED. 5 52 FOOTING AS PER DETAIL 'I/A-401 (TYP) 1. PROVIDE MECHANICAL VICES TO HOLD STEEL $ HARDWARE IN 14 5D DEE NEW ATTIC, ACCESS - PULL DCAN STAIR: PLACE AT TIME OF POURING $ MAINTAIN REQUIRED CLEARANCES, O I. MIN. 550 # CAPACITY COVERAGES, AND PLUMBNE55. 2.51ZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x509 5. CEMENT SHALL CONFORM TO ASTM G-55 FOR STANDARD WEIGHT 5.DBL. FRAMING WHEN NEW OPENING CONCRETE. 4.WEATHERSTRIP ACCESS OPENING $ PROVIDE R-441 INSULATION ABOVE w/WD. FR. (OR EO.) BAFFLE OR RETAINER TO PREVENT INSULATION FROM ENTERING DWELLING kqHENOPENED,AS PER N EGG R402.2.4 GONGETE - GOLD WEATHER POURING $ CONCRETE MIXTURE ATTIC (OMIT WHEN ATTIC AGGE55 DOES NOTOT PENETRATE PROPOSED FOUNI�)AT I ON STRUOTURAL FLAN FROPOSED FIRST FLOOR STRUCTURAL PLAN THERMAL ENVELOPE OF BUILDINS). I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF 5. INSTALL A5 PER MANU. SPEG.'s CONCRETE IN TEMPERATURES UNDER 45• F IF THAT TEMPERATURE SCALE: 1/4" = I'-a" SCALE: 1/4" = I'-O" 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. 10 • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD $ SILL SEAL 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL • ANCHOR BOLTS AS PER PAGE 6-005 CONFORM TO AGI 506. • P. GONG. FOUND. WALL AS PER DETAIL 9/A-401 UPON • P. GONG. FOOTING AS PER DETAIL LISTED ABOVE. 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN&ROUND / • ASPHALTIC MASTIC, DAMP PROOFING TO EXTERIOR SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO • B.O. FOOTING 5'-0" BELOW 6RA.DE MIN. TEMPERATURES WITHIN 10• F OF CONCRETE. • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN APPLICABLE) 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. • AIR ENTRAIN P. GONG. FOR PORGHE5 /PATIOS / REMOVE AS REOV. 5TOOP5 (WHEN APPLICABLE) E Z • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE B2 uj FOR HEIGHT OF WALL $ SLAB (j^IHEN APPLICABLE) PERMITTED WHEN NEGE55ARY. NEW (5) Q.5" LVL NEW(2) 2"xl0" HDR NEW(2) 2"xl0" HDR {- TYPICAL LEDGER BOARD: -7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55° F OR HIGHER 5A • SA I © V II I. (1) 2"x BD. TO MATCH DEPTH OF JOISTS (P.T. BD. FOR AND SHALL BE WITHIN 100 F OF CONCRETE TEMPERATURE. 11 EXTERIOR INSTALLATIONS) ^p l I 6:122 PITCH 2. SECURED w/(2) 5/8' 4) x 5 LONG H.D. GAL. LAG 8, CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. Ey V o BOLTS ® ib" O.G. q, NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE N* IL 5. INSTALL H.D. 6ALV. JOINT HAN6ER5 BY 'SIMPSON' (OR PERMITTED TO BE ADDED TO CONCRETE MIXTURE A5 PER AGI 506 O V IX NEW " 8" G.J. F NEW 2"x8" G.J. W 2"x8" R.R. NEW 2"x8" R.R. EQUAL) (ASTM G494/G4Q4M,TYPES G AND E). z x w 4. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING ry I UJ TUCKED UNDERNEATH SIDING $ BENT OVER TOP EDC-E 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CRO55 SECTIONAL Q62 N D # d) OF LEDGER BD. AREAS EXCEED ONE SQUARE INCH. 1 In in-4 D x 5. SEE DETAIL 6/A-401 (EXTERIOR INSTALLATION). I X N I 0 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED BATHROOM 2 x 0 � I I PROJECT: RAISED FOUNDATION HEADER: TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS I Q _ 13L. G.J. LOW 48 5•F• 12 NEW (2) 2"xW RIM JOIST/RAISED HEADER ® NEW REACHED A COMPRESSIVE STRENGTH OF 500 PSI. ? r, FOUNDATION OPENINGS, INSTALLED UPON SILL PLATES t U - Y FLUSH w/F.J. (PROVIDE 51MP50N LU526 HANGERS TO 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. J I p m I O I B2 I 7 SOUND C H ES H I R E FASTEN F. . TO RIM JOIST/RAISED x- HEADER) I N:D BEDROOM I 5B I RESIDENCE O BEAM SEAT W FOOTING ® WD. DECK: tX I 172 S.F. - - - NEW (2) 2"xl0" RIDGE D. IS PROVIDE SIMPSON A5U46Z POST BASE (BEAM t^�V Q z ® AUNDRY 501E BEARING CAPACITY NOTE: INSTALLATION) UPON I6"4) P. GONG. PIER AS PER DBL. G.J. - - CL. I r STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL �p � _ � a.5 S.F. I I `'`' DETAIL 5/A-401. BEARING CAPACITY OF I.OTON/5.F. z_x I V f IV ~ FOR WOOD STAIRS ® GRADE: BEARING CAPACITY OF SOIL MUST BE VERIFIED BY A ry A2 m a Qz m I MADISON AVENUE 14 4" THK. P. GONG. PAD 5" WIDE x REQ'D LENGTH UPON 6EOTECHNICAL ENGINEER, OR BY A TEST HOLE IDENTIFYING DBL. G - (a L_ 6 GRAVEL UNDER 2 x12 P.T. STAIR STRINGERS ® BEARING WALL - I I I GREENPORT N.Y. 11944 MAX. Ib" O.G.,U.O.N. (MIN. 5 STRIN6'RS) EXISTING SOIL TYPES EA SITE AND THEIR ASSOCIATED ti u I Qr f - PRESUMPTIVE LOAD-BEARING VALUES. �`-� -"-�' "�' "�`'�"-"�`' - � vA NE® 2"x " R.R. I b 1 DRAWING TITLE: x I BATHROOM IX I ( • Q�'Q� ry 52 S.F. I PROPOSED STRUCTURAL PLANS NEW 2"x6" G.J. NEW 2"x5" G.J. I I +0 O 6 16" O.G. J 016,10.0. ( I I - o _ QI L - - - - II 5 DBL. G.J. BELOW z L - - - I (� �A�o�1-- - - - - - - - - + 6:12 PITCH 6:12 PITCH z ^ n 4 0 ® I i I I PAGE: w 101 SP. NI a BE 2 BEDROOM 5 m I I OUTLINE OF 2ND FLOOR EX V N p ICI S.F. ( I I I WALL5 SHOWN FOR O * 0 - I I I REFERENCE. EXTEND S-101moo x_ U x= p I I POSTS FROM WALL TO cV`fl Q i � z x I I I RIDGE WHERE POSTS w ® N X ® ry ( I NEW 2"x5" R.R. NEW 2"x5" R.R. I INDICATED. z z NEW (2) NEW (2) ® 16" O.G. ® I6" O.G. 2"xIO_' HDR 2"xIO>_' HDR I L - - - - - - - - - I DATE: 04/11/24 10 OF 10 1- - - - - - - - - • s 5A L - - - - - - - - - - - - - - - - - - - 5A .'2 h' .say c„ " FROPOSE1�) SEOON�) FLOOR STRUCTURAL FLAN PROPOSED ROOF STRUCTURAL PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = P-O" rir Q F 7\ rN r 1 L2 4 -OK Lu FL n7m ' � - 1�6 fees J M a � N 'c LO o = m 51TE LAYOUT NOTES: z r- I. THIS 15 AN ARCHITECT'S SITE PLAN t IS ,. 5UBJEGT TO VERIFICATION BY A LICENSED �Ph' a- '� V) I O � N � Q SURVEYOR. THE INFORMATION PLAN 15 TO THE I I `. { r, s }` �.. T X U N REPRESENTED ON THIS SITE L F KNOWLEDGE. ARCHITECTS BEST O -�a., -..r ..-._ w O Q O +-+ Q m '+ 2. SURVEY INFORMATION WA5 OBTAINED �"' FROM A SURVEY DATED APRIL 15 2021 -- _ ('3 UPDATED MAY, C2 2022 AND PREPARED * fi I z $ a�' �`"" �- . f r } I; •..,..,,.......,—.,,.,,, A I v::.t. ,�,� •,.....,-••..._.-.,.d �'� `* y, KENNETH M. WOYGHUK I ., E: n. ,,'r• 5 •` LAND 5URVEYIN6 PLLG PO BOX 155 , AQUEBOGUE, N.Y. 1Ig51 TELEPHONE: (65U 219> 1568 �26a � / � � •a �`�� `y�- �ri�:�•'a�' ',�� '", N"'�� - { .._ � m---•.-.-4.._..,,��V,,,-..`�,�„�-4-�"-„�.�_._. � �.,� , FRESHWATER WETLAND / / / f / / / / 0 I I 5 -� _. " -..,__._, , k r,{ t•, BOUNDARY AS FLA66E / / / / .`^�*' k,. ,ag` � ,i —� ._._ .,-«"`., BY COLE ENVIRONMENTAL i / / / / / / r w ' W' + •` aa g . :r"` "r +.t .:y SERVICES MAY 14, 2022 �� 15' NON-DIISTURBANGE BUFFER TO BE -I REMEDIATED ONCE TO „ / / / / 1 P t -s w i I.: i' _ .--,••.-.-._ _- MANAGE INVASIVE SPECIES AND PLANT N 6 -/- i NATIVE NON-FERTILIZER / / / _ _/ - / / / / _ I . ;; fr :", '' d. �: �.� DEPENDENT / / / / / , , � / , u� ;` I I .{, j ��' ,;Y `'••a....�'-�.•_ .•"'�- .r. ' '� rya ,�, t`S„_t .s`i: E,�, . .,, , VEGETATION { '; n is SPLIT RAIL FENCE TO E NSA ED DIVIDING / / / / / / - / I • ^�"..- NON-DISTU / / / / / / , I _ • -^� ,; . • BUFFER FROFM REST OF PROPERTY V / / 122' - LOCATION MAP `z 0 L.MIT5oF a I/GLEARIN6, SCALE: NTS Q 15 NON-TUFRF BUFFER / / / / / 6RADIN6 4 LANDWARCJ OF SPLIT f / / / / / ���AG 6ROUND RAIL FEFNCE TO BE // // // ,/ / Q �2� — — — — L�' DISTURBANCE I �` VEGETATED WITH 2 �. 7/ \5- J�-���� _ _ _ _ - I ono d I ❑ : ❑ ❑ NATIVE, NON-FERTILIZER , - - G�EPENDENT VEGETATION Q f / , - - _ _ I PROPOSED POOL — — — — — — — — EQUIPMENT W/SOUND DEADENING ENCLOSURE -- — --- — — ------ i f 1 — ------------------ i PROPOSED S I NS LE FAM I L1' RES I DENGE —®® .® SITE &LOCATION N & SCOPE TRUSTEES PIER LINE --- — — — — — --- — — G DATA GRASS IN T — LIMITS OF �/ Z / // q� I --- ----_—'_—'_- r PROPOSED POOL FENCED AREA GLEARIN6, 6 f` / W `� 6GROUND // / / O FENCE;1 IN.FT. I3:\O POOL p p / \ I PROPOSED w GENERAL NOTES DISTURBAN J / ) �� i' DRYWELL Q 0,T F R E�T DATA : —o O . / , Y 1 ENERGY TABLE I= _ , 80' SETBACK 0( STRUCTURAL DESIGN CHARTS PLUNGE POOL I FROM w p WETLANDS �I z z p PROP. AG yslu PROJECT / ZONING DATA -00�•0o HOLDOWN, ANCHOR BOLT, / FROP UNITS IV TAX MAP # l000-42-01-01 STRAPPING, & NAILING DETAILS PROPOSED ' � L 1/ f/ DRYWELL I / ZONING DISTRICT R-40 NON-CONFORMING FASTENING SCHEDULE z 6'W.X2 D. PROPOSED 2, , O STORY I PROP. RE51MEN 'El 100' SETBACK LOT AREA 0.5 ACRES N COVERED F.F.ELEV. 10; -0O�'• QQ FRAMING GRAPHICS � PRESHWAT>=R YVETLAND / � f � � ENTRY (3 BEDROOM) I FROM WETLANDS BOUNDARY AS FLAGGED / f / - - - - FEMA FLOOD ZONE X BEAM CONNECTION PATTERNS 0 BY COLE ENVIRONMENTAL f f FeON7 �� - FIREBLOCKING DETAILS a SERVICES MAY 14, 2021 / // / S�TBAGK 0 z / / // o WETLANDS DISTRICT PERMIT #10406; JUKE 14, 2025 / PROPOSED BUFFER // , _,I/ I 1O,_ „ I DEG DISTRICT PERMIT PENDING — ® I .o I PROPOSED FOUNDATION PLAN z AND ECOL061CAL / 47 V2/ < to O RESTORATION 7 !, / / ,, 10'-O" MIN / ZONING BOARD OF APPEALS GRANTED #7845; 11/02/25 PROPOSED FIRST FLOOR PLAN �- U AREA;MINIMUM 15' /' / / / p w / - I / I I O OREENPORT WASTEWATER w N PLAN NorEs, / GRAVEL m U O WIDE PROPOSED k—lo'-o" MIN, CONNECTION 3 BEDROOM 2 Z PROPOSED DRYWELL / CIO-O MIN - I ALL WORK CONTAINED TO 5UBJEGT PROPERTY / / RIVEWAY b p 0 PIER LINE DOES NOT APPLY A5 PROPERTY TO 8'W.X2'D.; 10'-0" MIN. FROM / / — O .O PROPOSED SECOND FLOOR PLAN WEST IS WETLANDS AND DOES NOT CONTAIN ANY FOUNDATION WALLS, 5'-0" N / / / WALKWAY piu Q z in PROP. BURIED PROP05EP PROPOSED STRUGTURE5.HOME 15 IN LINE WITH STRUCTURES / / w— ua— I " HABITABLE GRO55 ei HABITABLE SPACES)TO THE EAST MIN. FROM PROPERTY LINES O 0 J ELECTRIC LINE; Io-o PROPOSED ROOF PLAN (T TREES A S)REMOVED AND REPLANTED 'p DVELLIN6 TO BE Q O I SEPARATION MIN.. p , CONNECTED TO 10. FROM WATER LINE SPACE AREA WITH A MINIMUM E V NEW NATIVE TREI°5 PUBLIC WATER I o w II 4FIRST FLOOR AREA 732 S.F. 732 S.F. ui r` • ANY TREE REMOVED TO BE REPLACED I,I WITH AND SEWER -2 0 .o I ~ " NATIVE HARDWOOD o �' _ T PROPOSED EXTERIOR ELEVATIONS a ob N e0 la'00 W MAD I SON AVENUE �6`� L - -0 562' TO KAPLAN AVENUE 5ECOND FLOOR AREA '752 S.F. 'T52 S.F. O AREA TOTALS 1,464 S.F. 1,464 S.F. PROJECT: S 1 TE PLAN _ LOT COVERAGE -5O .O I BUILDING SECTIONS 7 SOUND CH ESH I R E SCALE: 1 - 15'-0" 5OUTHOLD TOWN GODS 2,50-124 (B) RESIDENCE a" TH I GK RE I NFORGED CONCRETE DESCRIPTION (FOOTPRINT) AREA 9b LOT GOVERAOE —!.�® .®� DESIGN DETAILS DRAINAGE SYSTEM INSTALLATION NOTES: a TOTAL LOT AREA 15,7g1.2 S.F. 550 MADISON AVENUE • A MINIMUM OF 10' SEPARATION IS REQUIRED BETWIEEN DRYWELLS 8 ORASS SHOULDER AREA (71'P.) 24 DIAMETER WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC INLET ORATE � FRAME PROPOSED RESIDENCE '752.0 S.F. 5.59b GREENPORT, N.Y. 11944 COMPONENTS, LEACHING FIELDS, 5EWER GOMPONE_NT5 AND THE OR DEFINED SURFACE GONER EDGE OF ALL FOUNDATION WALLS PROPOSED COVERED ENTRY 45.0 S.F. 0.590 �— ® 1 O I PROPOSED STRUCTURAL PLANS • A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN DRYWELLS 8 DRAWING TITLE: CONCRETE SLA55 AND PROPERTY LINES PROPOSED PLUNGE POOL 111.0 S.F. 0.1% • CONNECT ALL GUTTER LEADERS TO NEARF-57 DR'r'PWEL PROJECT LOCATION &SCOPE — - -- _ TOTAL AREA OF ALL STRUCTURES 871.0 S.F. 6.39b SITE PLAN & ZONING DATA DRAINAGE CALCULATIONS c� MAXIMUM LOT COVERAGE ALLOWED: 2096 NEW IMPERVIOUS SURFACE AREA - PROPOSED 780.0 5.fF. RE51DF-NOE ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ZONING REGULATIONS MAIN BUILDING 2" RAINFALL EVENT* SURFACE , — PAGE' AREA 132.E Z I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ SOUTHOLD TOWN CODE 250-124 (B) 42.2 GU.FT. VOLUME PER FOOT 3.1 S.F. I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I— OF 8'(D POOL _ — PROPOSED COMPLIES �✓ _ I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 001 PROVIDE (2) 8'O X 2' DEEP DRYWELLS ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ — _�1 I = M IN. FRONT YARD 55.0' 25.0' NO I — ---I (--- MIN. SIDE YARD 10.0' 10.5' YES DATE: 11/07/24 1 OF 10 SIDE YARDS COMBINED 25.0' S7.7' YES — MIN. REAR YARD 55.0' a 1.2' YES O Z ( l I I (V PRECAST GONG. MAXIMUM HEIGHT 55.0' 25.5' YES GROUND LEAOHINO RING. SEE NATER CALCULATIONS ON SITE PLAN FOR REQ ID SOUTHOLD TOWN GODS 280-207 (A)(1) LOT SIZE / AREA IN 15,7a1.2 S.F. 5,-7g12 S.F. ALLOWABLE TOTAL r EFFECTI\/E DEPTH EXCESS of 10,000 OFA 0 F A 2'-0 11 D I AMETER AS 2 I-O 11 (b) LOTS CONTAINING UP TO 5 550 S.F. M I N. PER SITE PLAN MIN. 20,000 S.F. MAX. ALLOWABLE S.F. / PLUS CLEAN SAND I$ ORA\/EL FILL 12.596 OF EXCESS LOT 2,100.0 S.F. 475.a S.F. 2,575.ci S.F. 1,464 S.F. # STORM INTER DR"'rNELL 17ETA I L AREA OVER 10,000 S.F. C�-001.01 SCALE: 1/2" = P-O" O E N E A L S'*-r�5 0 L <E-N-r : DOOR 50HEDULE FLOOR PLAN NOTES FDGOR MATERIAL O DOOR NOTE: O NEW MECH. AREA: NEW PARTIAL HEIGHT © MIN. (2) 2"x4" STRUCTURAL I I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 10 I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEG.'s ON PLANS BY 'JEER-WEN' (OR EQUAL). 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL Q _ EXISTING TO BE DEMOLISHED �-77T;.-;^f yyODD FRAME (L.G. STL. X P05T FOR 4" WALLS i,' FIRE 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT UNITS AS PER NYS MG 306.1 NHEN APPLICABLE) (MIN. (2) 2"xb" 57RUGT)RAL TAG DESCRIPTION MANUFACTURER p -� ct� NOTES EXISTING TO REMAIN Q t(1 RATING ON PLANS BY 'THERMATRU', 'ANDERSEN' (OR EQUAL). 3. MAINTAIN ALL APPLICABLE VENTING CLEARANCES POET FOR 6" WALLS), U.O.N. WIDTH HEIGHT F Q 3.NOTE DOES NOT INDICATE EACH NEW DOOR W REQUIRED PER NY5 MG 604. W 3 IU 45 MIN. RATED PROPOSED;SEE DEVONATION5 4 DOOR SCHEDULE. 4.IF APPLICABLE,DISCONNECT, REROUTE, 4 RECONNECT J Ci3 -.--,--{ NEW WOOD FRAME (L.G. NEW 6" PLUMBING WALL SELF-CLOSING 4.PLACE DOOR5 4" MIN. FROM PERPENDICULAR EQUIPMENT TO EXIST. PIPING AS REQ.'D. �----{ STL. WHEN APPLICABLE) NEW FOUNDATION WALL WALLS, U.O.N. m FIRST FLOOR 5. INSTALL AS PER MANU SPEC.'S NEW 2-HR FIRE RATED - _ 6.PROVIDE (2) 2"xIO" HDR., U.O.N. TYPICAL MECHANICAL AREA NOTES: Q +-' m NEW I-HR FIRE RATED I. FOR ND. FR. FLOOR - PROVIDE I/2" GONG. BD. 5*,( � � } WOOD FRAME (L.E STL. IOI SWING THERMATRU 3'-O" �'-O" • s 1. SEE PAGE 5-003 FOR ALL OTHER FRAMING ELEMENTS AROUND DOOR5 (TYP. FOR ALL) U.O.N. " Z) WOOD FRAME (L.G. STL. ) DUROCK (OR EQUAL) � WHEN APPLICABLE) WHEN APPLICABLE) -- - _ 2. FOR ND. FR. WALLS - PROVIDE (1) LAYER OF 5/6" O 102 SLIDERS ANDERSEN 10-O 8-O • FWG 10o60-4 O STAIR 4 RAILING NOTE: TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALL5) _ 'O I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI 4 MIN. 10" 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. 4-J >; Tr - RISERS SHALL BE CLOSED SPEC.'s AND AS PER NY5 MECH. AND FUEL GAS CODE L Z ALL NEW WINDOWS SHALL BE ANDERSEN 4O0 SERIES; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "G-003" FOR NAILING 5TRAPPING 103 5WING JELD-WEN 2'-6" "i'-O" • 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT O �_ CV 0 T�,I -- - =-- ---- _ NOT EXCEED THE SMALLEST BY MORE THAN " IT CONFORMS TO NY5 MECH. AND FUEL 6A5 CODE 0- � � s'�gEE �OOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER 3. HEADROOM IN 5TAIRWAY5 SHALL BE AT LEAST 6'-6". 5. COMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE cu FINAL DIMENSIONS FOR FRAMING OF WINDOW5 TO BE PROVIDED BY WINDOW MANUFACTURER 104 SWING JELD-WEN 2'-5 '7'-O" • 0 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: FRESH AIR INTAKE FROM EXTERIOR XO .L) (V �- L) I 1 1 �� - 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 36" MIN. 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL O( 4.2. BELOW HANDRAIL RAIL ON ONE SIDE: 31.5" MIN. EMERGENCY SHUT OFF SWITCH ,� m WINDOW CHART 105 5WING JELD-WEN 2'-O" '7'-O" • L 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 27" MIN. 'T. FOR 6A5 SERVICE, PROVIDE OAS SHUT OFF SWITCH 4-+ N J Ln -- - - - 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN 5. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER cc: O EGRESS LIGHT VENT SECOND FLOOR J ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR CLEARANCES AS PER CODE Q 0 a 6 CLEAR �� !� �%�� _ l�� i� �____�--. u- OR MORE RISERS, AND WHERE SHOWN ON PLANS. q 'D. PROVIDE 3" FLOOR DRAIN IF REQ BY EQUIPMENT 6 ROUGH OPENING WINDOW DIMENSION PROV. PROV. - _._ OPENING f 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED CONNECT TO SANITARY SYSTEM A5 PER NY5 TAG TYPE MODEL # TEMP. PER PER L _ _ _ l� l� WIDTH REQ'D: 20° 201 OMITTED II r_y__J WALKING SURFACES LOCATED MORE THAN 30" ABOVE PLUMBING CODE �: UNIT UNIT J� WIDTH HEIGHT WIDTH HEIGHT HEIGHT REQD:24 S.F. S.F. _ _ FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. 10.APPLIANCE5 JOINED THROUGH A COMMON NATURAL OPEN REQ D: 5.1 S.F. �1. 42 H16H GUARDRAIL 4 SPINDLE SPACING NOT TO DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL 202 5WING JELD-WEN 2-6 '7-O •L:5�- _ ALLOW PA55ACE OF A 4" 4) SPHERE;36" HIGH EG110NSOF�020 NYSRC6242�A DOUBLE-HUNG TW3046 2 4'-8 �" �'-I 4'-8 5.8 S.F. F 10.� 5.8 I -- --- - -- = HANDRAIL $ SPINDLE SPACING NOT TO ALLOW 203 DOUBLE SLIDERS JELD-WEN 4'-O" '1'-O" • PASSAGE OF A 4" 4) SPHERE. lI ELETRIG HOT WATER HEATER _ 1 5. GRIPPABLE RAIL AS PER GORE. GAL BRADFORD WHITE (OR APPROVED EQUAL). B DOUBLE HUNG TW2452 2 6 3 4 2 5 J3 4 [� 5.0 2.q - f C C L_ - q. RAILING 4 TREADS 70 BE WOOD �I. VENT THROUGH WALL. 204 SWING JELD-WEN 2 6 '1-0 • 2. F.A.I. THROUGH WALL. w AWN NG AX251 ....... 2.8 ��� _-��� >3. INSTALL PER MANU. 5PEG.'S � SMOKE DETECTOR / GO DETECTOR NOTES: 205 DOUBLE SLIDERS JELD-WEN 4'-O" 7'-O" • -'� r , , F PICTURE P3060 3'-O 6'-O 2'-II 5'-II �" [� IF 14.6 5 I. SMOKE /CARBON MONOXODIE COMBINATION DETECTOR PROVIDE (I) FUJITSU 36K BTU LOW TEMP A/C V HARD WIRED TO EACH OTHER BATTERY BACKUP. 12 CONDENSERS: FT AWNING2 AR251 '-6" 5 2' -1 �" 1'-5" Q 2.5 1.2 206 5WING JELD-WEN 2'-6" '7'-O" Ir H/2.INTERCONNECTION BETWEEN NEW 4 EX15TINO DEVICES I. UNITS BY "FUJITSU" OR APPROVED EQUAL (D SHALL NOT BE REQUIRED WHERE EXI5TINC ALARMS "'� - --- ---- _ --------- - 2.PROVIDE TONNAGE FOR FIRST FLOOR ZONE I" 4 � M 20-7 5WING JELD-WEN 2-4 7'_O • ARE NOT INTERCONNECTED, AS PER NY5 R314.4. 1 1 1 �� � �� � �� �� SECOND FLOOR "ZONE 2" G DOUBLE-HUNG WDH2O310 2-2 4-O 2-I IF 4-O 11 3.03 S.F. 5.26 3.Oq 3.PROVIDE SMOKE/ CO DETECTORS AS INDICATED, AND �5. INSTALL AS PER MANUFACTURER 5PEG5 PER 6ENERAL ELECTRICAL NOTES ON PACE 6-002. • 208 INTERIOR, POCKET, JELD-WEN 4'-O" - -7'-O" • 4.SMOKE /CO DETECTORS To MAINTAIN V MIN. �4.INSTALL UPON CONCRETE PAD AS PER DETAIL H DOUBLE-HUNG CVlDH3846 3'-2 �" �4'-8 3'-I 4'-8 -1.05 S.F. 10.51 5.-13 CLOSET HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS >PROVIDE 2 FUJI75U 18K BTU DUCTED AIR HAND ER: 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. 18 I. UNITS BY "FUJITSU" OR APPROVED EQUAL J CASEMENT GW245 4'- 1" 4'-5 g" 4'-8 �"' 4'-4 E" 16 15 20a SWING JELD-WEN 2-4 '7'-O" • 5. INSTALL ALL AS PER MANU. SPEG.'s >2.PROVIDE TONNAGE FOR 15T FLOOR "ZONE I" UNIT r 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR LOCATED IN GRAWLSPAGE v 210 SWING JELD-WEN 2'-4" 7'-O" •77- IN COMPLIANCE WITH LOCAL CODE ?3.ROVIDE TONNAGE FOR IST FLOOR "ZONE 2" UNIT LOCATED IN ATTIC WINDOW NOTE: 4.PROVIDE HOT WATER COIL AND CONNECT NEW HOT O4 I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN \_WATER/BO LERGOM50 To�N_EW_ _OIL CASEMENT, DOUBLE-HUNG, OR 6LIDIN6 (AS NOTED). INSTALL AS PER MANU. SPEC.'S. 14 NEW 4"x3" ALUM. DOWNSPOUT (TYP.) MATCH 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; SIDING SEE DESIGNATIONS 4 WINDOW SCHEDULE. Q 3.FOR SUBSTITUTIONS,SEE NOTE #q IN "CLASS WINDOWS NEW LAUNDRY OL05ET: AND DOORS" ON PAGE 6-002. 15 1. NEW WASH / DRY HOOK UP 4.ALL CASEMENT WINDOWS TO HAVE STRAI6HT ARM HINGE. 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH H/SIZE OF EQUIP. 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: 5.PROVIDE HOOK UPS AS REQ'S PER MANU. 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF 5WINGIN5, SLIDING, 4 BIFOLD DOORS DRYER EXHAUST NOTE: 6.2. WITHIN 15" OF F.F. I. DUCT SHALL TERMINATE TO EXTERIOR 6.5. WITHIN 24" OF A DOOR 2.DUCT SHALL TERMINATE MIN. 3'-O" FROM ANY 6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF A LANDING OPENINGS 6.5. WITHIN TUB/SHOWER ENCLOSURES 3. DUCT SIZE A5 PER MANU. 6.6. SEE ALSO GENERAL NOTES E PAGE 6OUND 4.DUCT SHALL BE EQUIPPED H/A BACKDRAFT DAMPER 'I. SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO (2) 2"xIO" HEADER U.O.N. CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 6.WINDOW FALL PROTECTION SHALL BE PROVIDED PER SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEI6HT5 EXCEED 6 FEET AND SHALL BE LISTED AND LABELED LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN-72" IN ACCORDANCE WITH UL 2155A. ABOVE 6RADE OR THE ADJACENT SURFACE AT THE 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D BUILDING EXTERIOR. METAL H/ SMOOTH INTERIOR SURFACES WITH JOINTS EGRESS NOTE: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST IN COMPLIANCE WITH NEW YORK STATE BUILDING DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 5CREW5 EGRESS SHALL BE FOLLOWED: "1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE NET CLEAR OPENINO........... 5.-1 S.F. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 i NET CLEAR HEIGHT............... 24" MINIMUM FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° NET CLEAR WIDTH................. 20' MINIMUM BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES N Q NOT INCLUDE THE TRANSITION DUCT. Z � m -O NATURAL L I GHT � VENTILATION TYPICAL BATHROOM NOTE: \ (HABITABLE 5PAGE) O I. WALL BOARD D (V Q I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN THERMOSTAT: ALL BATHROOMS I6 I. PROVIDE THERMOSTAT FOR (2) ZONES: FLOOR AREA 155 S.F. 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND - ZONE is FIRST FLOOR Z 2q_7 TUB SURROUNDS - ZONE 2: SECOND FLOOR - 2. SHCHER FLOORS q'-0"- 12'-O" 6'-'I" S.F. REQ. S.F. PROV. 2. H.O. TO SELECT MODEL; INSTALL AS PER Q 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON MANUF. SPECS LIGHTING;MIN. 5% 2.2. CONCRETE MUD-SET (SLOPE 1/6" PER FOOT 0 12.4 S.F. 55.2 S.F. ' 4'-6" 3'-6" 5,_6„ 2 OF FLOOR AREA 2.5. WATER PROOF (MEMBRANE TO COVER SHOWER NEW TILE FLOOR: O - - - - - - � VENTILATION;MIN. to �- J 6.2 S.F. 40.0 S.F. FLOOR, WRAP DRAIN 4 ATLEA5T 16" UP WALLS 17 1. NEW TILE FINISH (H.O. TO SELECT) UPON 12 V - - - - - -- - - - - - - - - - - - - - - - - - - - IO 4% OF FLOOR AREA 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON w D P ` • _ - EXHAUST FAN SHALL BE INSTALLED WHERE 1 " DU ) g �j - - - - - - - - - - - - - - - - - - - - - - - - - - - - • _i_�___- __ ________ ___ _____ _ __ Ob VENTILATION IS NOT MET BY MEANS OF NATURAL RW00 CSUBF�OARD (OR EQUAL UPON YV 3 NE - CIRCULATION THROUGH WINDOWS OR DOORS To 4.NEW " PLY D LOOR BENEATH (GLUE 4 SCREW); O O N 102 -- -%1 AVENT SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® U 0 - I I �N s i'-O" O 1 \ i/ A I 403�3�2.3; INSTALL AS PER MANU. SPECS DE SECTION INTERIOR. Q � DW � A/G GOND� O`� - I \ f_ NEW PLUMBING FIXTURES: � / \ O $3 -F� I A/C, GOND. O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. HIGH EFFICIENCY LAMPS: _ I SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. q0% OF THE PERMANENTLY INSTALLED NEW LIGHTING ti _ FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, Lu A5 PER 2o20 NY5 EGG R404.1 � NEW FLOOR: a oNb 3 I 4 i GIENDON Tp BE 6'-'I" 12 O I. NEW J" PLYWOOD SUBFLOOR BENEATH (CLUE 4 SCREW); O SCREW PERIMETER OF SHEATHING 6 D.G. 4 12 O.G. OVER SINK MECHANICAL SYSTEM PNPINO AND HOT WATER PIPING PROJECT: 00 INTERIOR. DINING ROOM 3'_O" 2.NEW FINISHED FLOOR PER H.O. SELECTION SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN 115 S.F. R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NY5 EGG KITCHEN 3'-3y2" NEW ATTIC, AGGE55 - PULL DOWN STAIR: PROP. CRAWL 152 5F NT q I. MIN. 550 # CAPACITY R403.4 4 R403.5: SPACE ,. -HL�H O 2.SIZE TO FIT MECH. EQUIP. THRU OPENING(MIN. 22 " x 31 7 SOUND C H ES H I R E O ••' w O _ 1�2 I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING 3. DBL. FRAMING WHEN NEW OPENING FLUIDS >105 F OR <55 F (R4o5.4) RESIDENCE z O cr- 2. PIPING J' AND LARGER IN NOMINAL DIAMETER _ 4.WEATHERSTRIP AGGE55 OPENING 4 PROVIDE R-4q Q= 2-lOy2 INSULATION ABOVE H/WD. FR. (OR EQ) BAFFLE OR 4. FIFINO LOCATED OUT51ME 3. PIPING SERVING MORE THAN (I) DWELLING UNIT RETAINER TO PREVENT INSULATION FROM ENTERING 5. PIPING FROM WATER HEATER TO CONDITIONED A D STRIBUTIO'N I� I _ 105 DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 _ MANIFOLD T 6. PIPING LOCATED UNDER A FLOOR SLAB O O - to 2 ® ® (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE ' F -1 ' O REF. PANTRY cv L THERMAL ENVELOPE OF BUILDIN6). 550 MADISON AVENUE i- I O I O r , g OC I- -1. BURIED PIPING L� L � L � - 5. INSTALL A. PER MANU. 15EG.s 8. SUPPLY 4 RETURN PIPING IN RECIRCULATION SY5TEM5 GREENPORT N.Y. 11944 L J I 5-"O 6 5' SM/GO�c 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. OTHER THAN DEMAND RECIRCULATION SYSTEMS. X 0- = OKHr SOUND BARRIER WITHIN I NTERIOR ALES 8 FLOOR:-Q DRAWING TITLE: FILL INTERIOR WALL5 4 FLOOR WITH INSULATION TO PROVIDE A SOUND TRANSMISSION GLASS (STG) FOR .` UNDER-FLOOR ' , 2-1.5 5.F. A AIR-BORNE NOISE OF NOT LESS 50 AS MEASURED IN PROPOSED FOUNDATION PLAN d VENTILATION ►� 3y2„ ACCORDANCE WITH A5TM E q0. PROPOSED FIRST FLOOR PLAN - - - - - - 1 AREA FLOOR '752 S.F. N 17 101 O •- - - - _- - - - % REQ. S.F. PROV. I ' � LIVING ROOM r 4.q S.F. _ m A PAGE: I-I I I-I O A-3 I I A-501 N�i - (- 1'_2: I I A-301 A-301 FOUNDATION PLAN N07E5 :10 PRO 0 1 VIDE SPACE DE NEW G ACCE5AHATCH: ■ - - - - - - - - - - - - _ - 5 GE ACCESS HATCH 24 I I RAWL x 52" WINDOW WELL 4 COVER BY "ROGKWELL;ELITE JJ SERIES" 66"W.X42"H. OR EQUIVALENT. INSTALL AS PER DATE: 11. 5 OF 10 �_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _� * ! MAN. SPECS. HO TO SELECT COLOR. /07�24 UNDER-FLOOR AREA VENTS Q 5 2 O NEW VENT H/MIN. I S.F. NET VENTILATION OPENING PER Q I A A NATURAL LIGHT VENTILATION 2020 IRG R405; INSTALL AS PER MANU. SPEC'S WITHIN V-0" (HABITABLE 5PAGE) OF BUILDING CORNERS. PROVIDE WELLS W/COVERS AT -6" 5'-b" q'-O" 5'-b" GRADE ii 20'-O" PROVIDE (2) NEW 2 TON HYDRONIG AIR HANDLER: O MIN. I FLOOR AREA 300 S.F. 2.PROVIDE TONNAGE FOR IST FLOOR "ZONE I" UNIT 20'-O" 3 I. UNITS BY "RHEEM" OR APPROVED EQUAL S.F. REQ. S.F. PROV, LOCATED IN GRAWLSPAGE , 3.PROVIDE TONNAGE FOR IST FLOOR "ZONE 2" UNIT r. O LIGHTING;MIN. 8% f'. •, ;t`. ' N i m OF FLOOR AREA LOCATED IN ATTIC F, } � m 24.0 S.F. 41.2 S.F. ' I Q VENTILATION;MIN. 4 WATE PROVIR/BOILER COMBO DE HOT KATER T O NEW COIL IL AND NEGT NEW HOT 4% OF FLOOR AREA 12.0 S.F. 23.2 S.F. i i�ROfi'OS I� FOUNE")A71 ON PLAN FROF`05E 7 F I R57 FLOOR FLAN SCALE: 1/4" = 1'-0" -752 5.F. HAE317AE3LE 5F AGE; -752 5.F. OROSS AREA SCALE: 1/4° SCHEDULE FLOOR PLAN NOTES DOOR NOTE: NEW MECH. AREA: F_ DOOR MATERIAL OI I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 10 1. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEG.'s d NEW PARTIAL HEIGHT ® MIN. (2) 2"x4" STRUCTURAL ON PLANS BY 'JELD-WEN' (OR EQUAL). " „ EXISTING TO BE DEMOLISHED ,, , , , POST FOR 4" WALLS - - _---_- - 2.MAINTAIN 30 x30 CLEARANCE IN FRONT OF MECHANICAL Q WOOD FRAME (L.G. STL. /J TAG ME50RIPTION MANUFACTURER Q FIRE 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL // NOTES UNITS AS PER NY5 MG 306.1 to RATING ON PLANS BY 'THERMATRU', 'ANDERSEN' (OR EQUAL). 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES � EXISTING TO REMAIN P05T FOR b" WALLS), U.O.N. WIDTH HEIGHT w < 3.NOTE DOES NOT INDICATE EACH NEW DOOR REQUIRED PER NY5 MG 804. 0 45 MIN. RATED PROPOSED;SEE DESIONATION5 $ DOOR SCHEDULE. 3 l9 4.IF APPLICABLE DISCONNECT REROUTE, S RECONNECT J fB NEW WOOD FRAME (L.G. „ LUWLJJ SELF-CLOSING 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR NEW b PLUMBING WALL EQUIPMENT TO EXIST. PIPING AS REQ.V. WALL5,U.O.N. (y) STL. WHEN APPLICABLE) NEW FOUNDATION WALLFLOOR ;; 5. INSTALL AS PER MANU 5PEC.'5 TYPICAL MECHANICAL AREA NOTES: Q +-+ fV 6.PROVIDE (2) 2"xIO" HDR. U.O.N. NEW 2-HR FIRE RATED -F I. FOR HD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY � NEW I-HR FIRE RATED % 7. SEE PAGE G-005 FOR ALL OTHER FRAMING � O WOOD FRAME (L.G. STL. 101 SWING THERMATRU 3'-O" 7'-O" • . "DUROGK" (OR EQUAL) WOOD FRAME (L.G. STL. WHEN APPLICABLE) ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2, FOR HD. FR. WALLS - PROVIDE (1) LAYER OF 5/8" O WHEN APPLICABLE) STAIR $ RAILING NOTE: TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALLS) _ 0 102� SLIDERS ANDERSEN 10'-O" 8'-O" FWG 10050-4 J O 1. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI S MIN. 10" 5. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. z _ Tr - RISERS SHALL BE CLOSED SPEG.'s AND AS PER NYS MEGH. AND FUEL 6A5 CODE L z 0 ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; " "INSTALL AS PER MANU. SPEC.s. SEE PAGE G-003 FOR NAILING � STRAPPING 103 SWING JELD-WEN 2-8 -i-O • I 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 4. WHEN EXIST., MEGH. EQUIP. SHALL BE VERIFIED THAT O O CV � ' FgiTA1 �--� NOT EXCEED THE SMALLEST BY MORE THAN J". IT CONFORMS TO NY5 MECH. AND FUEL 6A5 CODE a- � � e d' DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST -b". 5. COMB. AIR VOLUME AS PER MANU. 5PEG.'s - PROVIDE c V r FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER 104 SWING JELD-WEN 2'-8 '1'-O" • Q W b'4. 5TAIR5 SHALL HAVE THE FOLLOWING CLEAR WIDTHS: FRESH AIR INTAKE FROM EXTERIOR c O 1 N r _ -� 4.1. BETWEEN CLEAR HEIGHT d HANDRAILS: 56" MIN. 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL O 105 SWING JELD-WEN 2'-O" '1'-O" • 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. EMERGENCY SHUT OFF SWITCH 0 m �.� r- WINDOW CHART 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2"1" MIN. 7. FOR 6A5 SERVICE, PROVIDE OAS SHUT OFF SWITCH +-� N LO 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN 5. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER C O O .. EGRESS ONE SIDE OF EACH FLIGHT OF STAIRS GONTAININ6 FOUR CLEARANCES AS PER CODE LIGHT VENT SECOND FLOOR �' Q CLEAR ✓� - `�`_��" ,�v`�_�� �/- -`���� �/ �/��u ✓yV�% �V�_v ����� ��_ ��,� ,� r �1. OR MORE RISERS,AND WHERE SHOWN ON PLANS. q. PROVIDE 3" FLOOR DRAIN IF REQ'D BY EQUIPMENT ROUGH OPENING WINDOW DIMENSION PROV. PROV. TAG TYPE MODEL # OPENING 'TEMP. PER PER 1 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-51DED CONNECT TO SANITARY SYSTEM AS PER NYS WIDTH REOV: 20 UNIT UNIT 201 OMITTED - - - WALKING SURFACES LOCATED MORE THAN 50" ABOVE PLUMBING CODE ----- HEIGHT REOV:24" _ FINISHED FLOOR OR GRADE, S WHERE SHOWN ON PLANS. IO.APPLIANGE5 JOINED THROUGH A COMMON NATURAL WIDTH HEIGHT WIDTH HEIGHT OPEN REOV 51 S.F. S.F. S.F. 7. 42" HIGH GUARDRAIL $ SPINDLE SPACING NOT TO DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL n 202 SWING JELD-WEN 2-6 'i-O • ", �� N5 r5�� 2 u f ALLOW PASSAGE OF A 4 � SPHERE;36" HIGH E 10 -4F 020-NY 24 "i A DOUBLE-HUNG TW3046 3'-2 4'-8 C 4'-8 �" 5.8 S.F. 10.3 5.8 HANDRAIL S SPINDLE SPACING NOT TO ALLOW ____ _ _ _ PA55A6E OF A 4" 4) SPHERE. ELETRIG HOT WATER HEATER 205 DOUBLE SLIDERS JELD-WEN 4-O 'i-O • B DOUBLE-HUNG TW2432 2'-b �" 3'-4 �" 2'-5 rv-4 �" Q 5.0 2.Q E=__ 5. GRIPPABLE RAIL AS PER CODE. II 40 GAL BRADFOf?D WHITE (OR APPROVED EQUAL). C C� q. RAILING TREADS TO BE WOOD I. VENT THROUGH WALL. 204 SWING JELD-WEN 2-6 .7-0 • 2. F.A.I. THROUGH WALL. E AWNING AX251 b'-O �" 2'-8" 5'-II 2'-7 II.-I 2.8 „ 3. INSTALL PER MANU. SPEC.'S 70 � _ - SMOKE DETECTOR / CO DETECTOR NOTES: F PICTURE P3060 3-O 6-O 2-I1 5-11 [J1 14.6 205 DOUBLE SLIDERS IFJELD-WEN �E 4 O 7 O • O3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT Ee- 1 SMOKE / CARBON MONOXIDE COMBINATION DETECTOR PROVIDE (1) FUJITSU 36K BTU LOW TEMP A/C20� SWING JELD-WEN 2-6 "1-O -I=E - I' � HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 12 CONDENSERS: IF2.INTERCONNECTION BETWEEN NEW $ EXISTING DEVICES I. UNITS BY "FUJITSU" OR APPROVED EQUAL FT AWNING AR281 I -2-8 - I -5 2-"1 I -5 L2 1.2 SHALL NOT BE REQUIRED WHERE EXISTING ALARMS 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE I" & ARE NOT INTERCONNECTED, AS PER NYS R314.4. " „ 207 SWING JELD-WEN 2-4 "i-O • SECOND FLOOR ZONE 2 -�-J G DOUBLE-HUNG WDH2O310 2'-2 �" 4'-O 2'-1 4'-O 5.055. 5.26 3.OQ J - 5. PROVIDE SMOKE/CODETECTORS AS INDICATED, AND _ _ _ 3.INSTALL A5 PER MANUFACTURER SPECS - POCKET - ` `� PER GENERAL ELEGTRIGAL NOTES ON PAGE 6-002. 4.INSTALL UPON CONCRETE PAD AS PER DETAIL 208 INTERIOR, JELD-WEN 1E4'-O" "1'-O" • 4.SMOKE /GO DETECTORS TO MAINTAIN 3' MIN. H DOUBLE-HUNG WDH3846 3'-2 �" C4'-8 3'-I 4'-8 �" 7.05 S.F. 10.51 5.73 CLOSET I� _ _ _ _ HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS PROVIDE 2 FUJITSU 18K BTU DUCTED AIR HAND ER: S OPENINGS TO BATHROOMS w/5HOWER OR TUB. 13 I. UNITS BY "FUJITSU" OR APPROVED EQUAL J CASEMENT CA245 4'-a" 4'-5 4'-8 "' 4'-4 Ib 15 20a SWING JELD-WEN 2'-4" - --� 5. INSTALL ALL AS PER MANU. SPEG.'s 2.PROVIDE TONNAGE FOR IST FLOOR "ZONE I" UNIT U 1 O • 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR LOCATED IN GRAWL5PAGE IN COMPLIANCE WITH LOCAL CODE 3.ROVIDE TONNAGE FOR IST FLOOR "ZONE 2" UNIT WINDOW NOTE: LOCATED IN ATTIC 4.PROVIDE HOT WATER COIL AND CONNECT NEW HOT O4 I. ALL NEW WINDOWS S DOORS SHALL BE ANDERSEN TER/BOILER,COM50 TO_NEW COIL � CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). V INSTALL A5 PER MANU. SPEC.'5. 14 NEW 4"x3" ALUM. DOWNSPOUT (TYP.) MATCH 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; SIDING SEE DESIGNATIONS S WINDOW SCHEDULE. Q 3.FOR SUBSTITUTIONS,SEE NOTE #q IN "6LA55 WINDOWS NEW LAUNDRY CLOSET: AND DOORS" ON PAGE 6-002. IS 1. NEW WASH /DRY HOOK UP 4.ALL CASEMENT WINDOWS TO HAVE STRAI6HT ARM HINGE. 2.COORDINATE LAUND. ROOM S DOOR DIM.'s 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH w/ SIZE OF EQUIP. 6.IN GENERAL, TEMP. &L. SHALL BE PROVIDED: 3.PROVIDE HOOK UPS AS REO'S PER MANU. 6.1. FOR ALL SKYLIGHTS S OPERABLE PANELS OF 5WIN61N6, SLIDING, $ 51FOLD DOORS DRYER EXHAUST NOTE: 6.2. WITHIN 15" OF F.F. 1. DUCT SHALL TERMINATE TO EXTERIOR 6.5. WITHIN 24" OF A DOOR 2.DUCT SHALL TERMINATE MIN. V-O" FROM ANY 6.4. WITHIN STAIRWAYS S WITHIN 56" OF A LANDING OFENINC75 6.5. WITHIN TUB/SHOWER ENCLOSURES 3. DUCT SIZE AS PER MANU. 6.b. SEE ALSO GENERAL NOTES ON PAGE G-002 4.DUCT SHALL BE EOUIPPED w/A BACKDRAFT DAMPER 7. SEE PA6E 6-003 FOR FRAMING ELEMENTS AROUND 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO (2) 2"xIO" HEADER U.O.N. CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEI6HT5 EXCEED 8 FEET AND SHALL BE LISTED AND LABELED LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN 72" IN ACCORDANCE WITH UL 2158A. ABOVE GRADE OR THE ADJACENT SURFACE AT THE b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D BUILDING EXTERIOR. METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS EGRESS NOTE: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST IN COMPLIANCE WITH NEW YORK STATE BUILDING DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF SCREWS EGRESS SHALL BE FOLLOWED: 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE NET CLEAR OPENINO........... 5.7 S.F. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 NET CLEAR HEIGHT............... 24" MINIMUM FEET FOR EACH 450 BEND AND 5 FEET FOR EACH q0° NET CLEAR WIDTH................. 20 MINIMUM BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES Z NOT INCLUDE THE TRANSITION DUCT. O TYPICAL BATHROOM NOTE: NATURAL LIGHT $ VENTILATION in O 1. WALL BOARD (HABITABLE SPACE) I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN THERMOSTAT: � ALL BATHROOMS Ib I. PROVIDE THERMOSTAT FOR (2) ZONES: FLOOR AREA 172 S.F. 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND - ZONE 1: FIRST FLOOR Z O TUB SURROUNDS - ZONE 2: SECOND FLOOR S.F. REO. S.F. PROV. 2. SHOWER FLOORS 2. H.O. TO SELECT MODEL; INSTALL AS PER Q d N ' 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON LIGHTING;MIN. 8% MANIJF. SPECS a 2q'-7" 2.2. CONCRETE MUD-SET (SLOPE I/8" PER FOOT OF FLOOR AREA 15.5 S.F. 26.65. TOWARDS DRAIN) UPON 0 VENTILATION;MIN. 14 2.3. WATER PROOF MEMBRANE TO COVER SHOWER NEW TILE FLOOR: b.q S.F. 21.q 5.F. 6 FLOOR, WRAP DRAIN S ATLEAST 18" UP WALLS 17 I. NEW TILE FINISH (H.O. TO SELECT) UPON V 4% OF FLOOR AREA 4 6 4 FT 4 F 4 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON w w �� r ���v /✓w� �� NEW EXHAUST FAN SHALL BE INSTALLED WHERE 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON u - - - - - - - - - - - -- - - - - - - - - -- - bO VENTILATION 15 NOT MET BY MEANS OF NATURAL Z - ® L 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE $ SCREW); O O _ _ _ _ _ _ CIRCULATION THROUGH WINDOWS OR DOORS TO „ OUTDOOR SPACES A5 PER NY5 MEGH. CODE SECTION INTERIOR. ERIMETER OF SHEATHING 6 O.G. S 12 Q.G. ® U U a - 4. 6:12 PITCH 403.3.2.3; INSTALL AS PER MANU. SPECS I> 13'-O" 2'�O'= 5'-6" ! 6'-7" - LANDING I NEW PLUMBING FIXTURES: d ' I I O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. HIGH EFFICIENCY LAMPS: �t 2 m SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. q0% OF THE PERMANENTLY INSTALLED NEW L16HTIN6 N (, PROP = 5 6 - d) OZ I 0. I FIXTURES SHALL CONTAIN ONLY H16H-EFFICACY LAMPS, w ~ _ I AS PER 2020 NY5 EGG R404.1 N > 206 GL• �' VENT c1 g O NEW FLOOR: a ob 17 5'IS F 17 �` I 1. NEW J" PLYWOOD 5UBFLOOR BENEATH (GLUE S SCREW); O O - ® ( SCREW PERIMETER OF SFfEATHIN6 6" O.G. $ 12" O.G. ® HOT WATER PIPING INSULATION: BATHROOM 2 MECHANICAL SYSTEM PIPING AND HOT WATER PIPIN6 PROJECT: 3-O' INTERIOR. T 48 S.F. �VENT"EXHAUST I I 2.NEW FINISHED FLOOR PER H.O. SELECTION SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN FAN THROUGH NEW ATTIC ACCESS - PULL DOWN STAIR: R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NY5 EGG q R403.4 S R405 5: 0 - z 0 SOFFIT O 1. MIN. 550 # CAPACITY 7 SOUND C H ES H I R E = j 210 ' Q Q 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22 " x 31 1• MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING BEDROOM I 8 1,2 S.F. 16 ) 2. PIPING JFLUIDS I AND LARGER IN NOMINAL DIAMETER RESIDENCE 3.DBL. FRAMING WHEN NEW OPENING „ _ 2 - PLOP.L. I T 4.WEATHERSTRIP ACCESS OPENINGS PROVIDE R-4q 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE GO 1- 3. PIPING SERVING MORE THAN (1) DWELLING UNIT INSULATION ABOVE w/ HD. FR. (OR EO) BAFFLE OR 3 / k Q - 0 qb S.F. � y V I RETAINER TO PREVENT INSULATION FROM ENTERING 5. PIPING FROM WATER HEATER TO A P15TR15UTION • 206 I < d x a VENT 13 Q I DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 MANIFOLD Z d= (OMIT WHEN ATTIC, AGGE55 DOES NOT PENETRATE i SM/CO I _ I 6. PIPIN6 LOCATED UNDER A FLOOR SLAB 550 MADISON AVENUE THERMAL ENVELOPE OF BUILDING). 7. BURIED PIPING 0 6' I I 5. INSTALL AS PER MANU. SPEG.'s 8. SUPPLY S RETURN PIPING IN REGIRGULATION SYSTEMS GREENPORT, N.Y. 11944 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. OTHER THAN DEMAND RECIRCULATION SYSTEMS. 207 5 PROP. - - 204 202 p 203 N ,� II sF 5_7„ _6„ 5'_I' - I I I SOUO BARRIER WITHIN INTERIOR WALL5 $ FLOOR: DRAWING TITLE: - I FILL INTERIOR WALLS S FLOOR WITH INSULATION TO BATHROOM I 0 I �T PROVIDE A SOUND TRANSMISSION CLA55 (5TC) FOR 52 S.F. 1 205 O O "� I I AIR-BORNE N015E OF NOT LE55 50 AS MEASURED IN PROPOSED SECOND FLOOR PLAN B SM/CO 5M/CO i a ACCORDANCE WITH ASTM E q0. PROPOSED R � N OOF PLAN - L - VENT EXHAUST FAN L - - - - - - - + 6:12Pr.r+: I �:IFIT THROUGH SOFFIT - F 0 BEDROOM 2 BEDROOM 3 ( PAGE: 105 S.F. 114 S.F. I-I 02m0ml 1 A-501 O A-301 A-501 I I A-501 uti i� IL 4 q'-5" q'-O° E � DATE: 11/07/24 6 OF 10 - - - - LL -=_--__ ---____=JJ NATURAL LIGHT VENTILATION A A NATURAL LIGHT VENTILATION - (HABITABLE SPACE) (HABITABLE SPACE) 5-6 q-O 5-b •�Q FLOOR AREA 101 S.F. FLOOR AREA 101 S.F. _ 20'-0" 0 S.F. REO. S.F. PROV. „ S.F. RE0. S.F. PROV. (V Q 2q-7 LIGHTING;MIN.AREA 5.1 S.F. 15.5 S.F. OF FLOOR AREA OF FLOOR AREA ' m 8.1 S.F. 22.0 S.F. VENTILATION;MIN. N Q VENTILATION;MIN. 4.0 S.F. 8.6 S.F. 4% OF FLOOR AREA 4.0 S.F. 7.0 S.F. 4% OF FLOOR AREA �iZO OS I7 SEGON� FLOOR FLAN PROPOSED SECOND FLOOR PLAN -752 S.F. HAE3I7AE3LE SPACE; -732 S.F. OROSS AREA SCALE: 1/4" = I'-O" SCALE: 1/4" = 1'-0" ELEVATION NOTES r2 OTYPICAL ROOFING:- I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION Lu BEFORE INSTALLATION Lu J � ('7 IA ASPHALT 5HINSLE ROOFING a 4-J N E 2 PROVIDE CONGEALED FLASHIN15 AT ALL ROOF � O O O INTERFACES. — 0 TYPICAL 3 1. SEE NOTEIDINO AT BUILDING SECTION FOR MINIMUM .� N z O a--i O CONSTRUCTION STANDARDS IA a' cu 'Cr 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION X N BEFORE INSTALLATION y77 0 O _ - ---_ - O 12 _— _..__._._— _—._ _—_-- -- O 3A LAP SIDING - ~—% \� - 4-' O -------- -- ------ IA TYPICAL 5/4" x 6" AZEK SIDING TRIM (OR EQ.):_ - O -- - ---------------------. - __—.__ Q �- O I. PROVIDE AT ALL FASCIA - 2. PROVIDE AT ALL WINDOVIS/DOORS 5. PROVIDE AT ALL CORNER BOARDS 4 SOFFITS O5 NEW 6" SEAMLE55 OUTTER5; WHITE, ALUMINUM (TYP.) ONEW CRAWL SPACE ACCESS SEE ALSO PLAN d DETAIL 4 E MIN. NEW UDER-F OOR O AREA VENTS• SEE D-N L ,FOUNDATION PLAN FOR SIZING REQUIREMENTS � V NEW A/C CONDENSER ON GONG. PAD OR OTHER IOA Q 0 W D g APPROVED GROUND SURFACE (SEE FLOOR4-j PLAN NOTES) --------- ----------- - O NEW WOOD FRAME STAIR - - ---.--_ --- ___._ F.F.— — o to NEW r ,ELECTRIC METER; INSTALL PER UTILITY - - .� v CO. STANDARDS II NEW DRYER VENT: Q • — 5EE DRYER EXHAUST NOTE a FLAN �+ Aft NEW MECHANICAL UNIT DIREST VENT: 12 INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. A 10 0 A A A O - O 0 SPEC.S IN FULL CONFORMANCE w/VENTING p O O CLEARANCES REQUIRED PER N1'S MG 804. 4 -- SEE ALSO NOTE a FLOOR PLANS. dJ O O 4 MIN. 12 N. 13 NEW MECHANICAL UNIT FRESH AIR INTAKE: INSTALL AS PER MANU. SPEC.'S 12" NEW BATHROOM EXHAUST FAN VENT: 101 _—FF. 14 VENT THROUGH WALL AS SHOWN. SEE ALSO NOTE a PLAN. i SOUTH ELEVATION (FRONT) EAST ELEVATION (fill C HT SIDE) SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" z 0 V) c� z_ Q o z 0 z W N 0 0 C� U 2 -.. N 0 05 60 i O - O PROJECT: 7 SOUND C H ES H I R E - %' — -- RESIDENCE $ -� 550 MADISON AVENUE GREENPORT� N.Y. 11944 o O O Q DRAWING TITLE: 0 \ 6 — — PROPOSED EXTERIOR F.F. F•F•_ \��\ ELEVATIONS i -4 tt1 LAND I NG - O PAGE: a A \ / n 01. 0 0 e dam- ,o e Io2 a DATE: 11/07/24 7 OF 10 7-1 NORTH ELEVATION (REAR) NEST ELEVATION (LEFT SIDE) F, SCALE: 1/4" = 1'-0" SCALE: I/4" = P-O" y z. CONNECTION 'A' AS BUILDING SECTION NOTES PER PA6E 6-003 /lINFROPOSED RIDGE HEIGHT NEW RIDCE CL NEW ROOFING NOTE (TYPJ: ELEV. +25.3' ------ _- ~.�~-..°-� .--.._. .-,._.,_..�,.��. .. _`___._--_ _ I I „ 1 Q O I. INSTALL NEW ASPHALT SHINGLES - T= __._. _�.--_--__ 2.INSTALL ICE AND WATER SHIELD FROM FA501A UP TO 12 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS --- - - - -- -' -- -- - -- PROPOSED 6 W ui OVER ------_-_.-_- -------_ ---_ -.__— _ _ ATTIC _ acV GO-ORDINATE BIRDSMOUTH J cc 3.INSTALL 15 # BUILDING FELT (LI.O.N.) OVER ----- - - � �. 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) - �� ATiTIG CONNECTION 'BI' AS `� TO ENSURE R.R. NOTCHED M 2 I AIR I m LESS THAN 25% OF Q 4..+ N 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REQ'D) ACCESS PER PAGE 0-005 HANDLER PROPOSED RAFTER DEPTH (TYP.) '- Lr) 6.PROVIDE RIDGE VENT (AS REQ'D) NEW R.R. TO G.J. "1. FLASH ALL VALLEYS -__--,_-- _---- _-_- -----,__-__ L-----J ATTIC, w Z) 5.INSTALL DRIP EDGE AS REQ'D 0 q. INSTALL ALL AS PER MANU. _ 0 O TYPICAL ROOF 8 CEILING CONSTRUCTION: I � ; i;( p O O N • NEW ROOFING AS NOTED ! a. 'co Lf) • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD U SEAMS) • R.R., G.J., 4 G.T. AS NOTED ON PLANS (® SPANS OVER 4 _ ' ~ 0 X -J N 5' INSTALL "X" BRIDGING ® CENTER OF SPAN, VON) o o dJ Oi IY I ' - Q p m 0 +-� • PROVIDE T' THK. 5PRAl' FOAM INSULATION (R-4q ® _ _ _ t-p CONNECTION 'CI' AS ---. LD n 4-J lu I • ) Q PER PAGE G-005 2" THK. SPRAY FOAM INSULATION ® EAVES NEW STUD TO O i' r N PROV DE pp .. r---���-�� -- FLOOR ASSEMBLY ---` ONEW EXTERIOR WALL CON57RUGTION (TYP.): SECOND FINISHED FLOOR F BEDROOM BEDROOM "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON PROPOSED __ _ BATH. BEDROOM • 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD ELEV. +II.b' [v SEAMS) UPON • 2"xb" STUDS ® 16" O.G. w/DBI-. TOP PLATE • MIN. R-21 GATT INSULATION 4 f • 5/8" GYPSUM BD. WALL FINISH LANDING [1J NEW 51DINO NOTE (TYP.): - O I. INSTALL NEW SIDING PER HON'EOWNER'5 SELECTION. - II - 2. TYVEK HOUSE WRAP (OR EO JAL) 3.INSTALL ALL A5 PER MANU. 5111EC.'s i -- • _ 4.PROVIDE ALL NECESSARY TRIM FOR PROPER H Q 2 1' - INSTALLATION � "- - i 5. 51DINO SHALL EXTEND TO TOP OF FOUNDATION WALL o ( 'p p CONNECTION 'DI' A5 W TYPICAL FLOOR GONSTRUGZ'ION: Q o KITCHEN - -- - PER PAGE 6-005 m Y NEW STUD TO •-+�-� O I. FINISH FLOORING TO SELECT , %�i - cm �_�a // 2. 3/4" T4G GDX PLYWD. SUBFLOOR GLUED 4 SCREWED , 1; I IL VINE OOM _ _ FLOOR ASSEMBLY PROPOSED FIRST FINISHED? FLOOR i I I " I 1C / 3. F.J. AS NOTED ON PLANS - AT SPANS OVER V INSTALL ---- - --- —� L I LNG-RCOf�EYOND - 5 /1 -�- 'X' BRACE ® MIDSPAN ELEV. +I.7' i 4. MIN. R-300 BATT INSULATION (ONLY BETWEEN FIRST - �_— ®_®�v ___'.._!_ _.._. ..._.__.._ ......' __�-� ---- --- -----_-_-.- ._.. - - _.. -------- EQYEP FLOOR AND FOUNDATION) EL=8.0 X�_ _ U 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTS 0 5 OL CXX> CXX� CXX3 CXX� CXX) CXX� CXXS CXX3 CXX� \ BASELINE (AVERAGE GRADE - - T'�1 SOUND BARRIER WITHIN INTERIOR WALLS 4 FLOOR: ML ELEV. +O.O' �` • FILL INTERIOR WALLS 4 FLOOR WITH INSULATION TO PROVIDE A SOUND TRANSMISSION CLA55 (STG) FOR GRAWLSPAGE Q Z V J AIR-BORNE NOISE OF NOT LESS 50 AS MEASURED IN 3.0 - GRAWLSPAGE------------------------------- GRAWLSPAGE ACCORDANCE WITH A5T0. ELEV. -2.0' Aft (D M I- CIO. 5M i WATER TABLE ELEV. -5.0' ------------------------------------------------------------------ ---- 8.0' , ,5w i I'1.O' SEOTION I -I/A-501 SET10N 2-2/A-501 z O 0 0 5GALE: 1/4" = 1'-0" 50ALE: 1/4" = I'-a" ail cs z_ Q 0 z O N U H W � O O U U O O 4" FRESH AIR VENT N J `THROUGH ROOF v N 0 1 HYDRONIG 5/4" HW Q ob k 5111 Q AIR (CLOSED LOOP 0 0 Q I HANDLER SYSTEM) PROJECT: I ___2" ___,_- I -- ___2"___ PROPOSED PROPOSED LAUNDRY I 7 SOUND CHESHIRE RESIDENCE F- PROF. I 1 I 1 I--------- BATHROOM BATHROOM ROOM I PROP. I I 1 I I PROP. I I NOTE: PROP. LAUNDRY BATHROOM I I I I I 1 BATHROOM I I ALL PLUMBING WORK p� I I I 1 I 1 f>t I SHALL CONFORM TO p G O5ET I I I I I I O 1 LOCAL PLUMBING CODE 0 2, I i 2"I I I 2..I 2" IL I o qIL °� Q°� IL I 1 2 I I I I PROVIDE "ABE5G0 FP200 FR I Q I Q 4 1 O I I I 12 I I EXPANDING FOAM (OR EQUAL) o 1 4: 1 550 MADISON AVENUE v I I I I AT ALL PENETRATIONS IN FIRE v I Ix I Q4 v I I I U I I I EGEND RATED WALLS AND I .� *1 :� w.G. TI �I WG I I GREENPORT, N.Y. 11944 I IN N v ry -O SHOWER ry I �� N 1 N 1 f-------� SUPPLY �'• I �• FLOORS/GEILIN65. PRODUCT - = I I_ m = I I_ m I I 1 2" 14 I I 15HOWER 1-�" I CONFORMS TO ASTM E 514, �I N Lgl N I_ I ASTM E 84, AND UL 147q 1 I- - 1� TUB Q4 - I" -I (- Q4 WASHER WASHER TUB I Lt-=.--i=-=._-_-_.--i--=.----�. --_.----=J-i=-=.---7=.----_.---�� 1 GOLD WATER DRAWING TITLE: G.D. 2 3 I 2 3"G _ . _.._ . _ . _.._ _.._ _.._ . _. _ .._.._.. Q SUPPLY Q PROP. PROF. PROP. MECH. ROOM I ,' BUILDING SECTIONS KITCHEN HALF-BATH j 1 PROVIDE "ABE500 FF200 FR NOTE: I EXPANDING FOAM" (OR EQUAL) PLUMBING RISER DIAGRAMS r PROP. I I ALL PLUMBING WORK I I AT ALL PENETRATIONS IN FIRE PROP. HALF- BATH I I SHALL CONFORM TO �r I RATED WALLS AND i O WALL HUNG FLOORS/GEILIN65. PRODUCT I KITCHEN I BOILER/WATER 1 � CONFORMS TO L 1211 2111 Q4 i QQ HEATER COMBO 1 ASTM E 54, AND U 14-7q 14 LANDING IL 21'i 3" CLEAN AS REQ PAGE: VERIFY SIZE �__ � '� LLI ;� I U j w/MANU. � I - F.A.I. u W I 1 10 iv z i . �10: 1 t' �„ � cvl I`~ N I I N m I �1 �� 1 _ o ON O 30. I- I- I �I � DW �I I- I A m � DW I - ---I-----------�-' - -- ' -- _ _--._.._ J BOILER TOP DATE: 11 07 24 CLEARANCE 5" 8 OF 10 411 > MIN. REQUIRED 4" HOUSE i TO STREET - - MAIN DRAIN G.O. w U d 3/4" HW HATER MAIN Q 4" N HYDRONIG (CLOSED LOOP AIR N TO 5EWER AIR SYSTEM) I HANDLER I q SYSTEM HANDLER v e SECTION 5-5/A-501 FLUME3 I NO RISER - DRAIN / NASTE / VENT FLUMLJ I I`tL/ RISER - SUPPLY SCALE: I/4" = I'-O" SCALE: NT5 5GALE: NTS (5ENF-RALs 5 '�' 50L <EE ' : � EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT Q WOOD FRAME (L.G. 5TL. EXISTING TO REMAINWHEN APPLIGABLE) Lu 0 NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J cc STL. WHEN APPLICABLE) _ m NEW6" PLUMBING WALL -•- - - - - - - - - - - - r . e - - - - - - - - - - - - - -• Q 4 NEW I-HR FIRE RATED // 1 HOOP FRAME (L.G. 5TL. // - - - - - - - - - - - - - - - - - - - - - - - - - - -- - O Z) WHEN APPLICABLE) - ® MIN. (2) 2"x4" STRUCTURAL i _ -� NEW 2-HR FIRE RAT]_D POST FOR 4" WALLS r- WOOD FRAME (L.G. 5TL. (MIN. (2) 2 xb STRUCTURAL A/c COND. ,L WHEN APPLIGABLE) POST FOR 6" WALL5), U.O.N. CO Lr) I - - -- - - x : N STRUCTURAL PLAN NOTES ORANLSFAC E DWI .0 o m° SINGLE 51"AN STRUCTURAL MEI'-fBER: FOR NEN 2 STORY A/C COND. c N O ccu `o O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS POST COLUMN DESIGNATIONS: t--� /_\ Q O 0- G 6 ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY F05T5 $ COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED ROP. CLRAHL v ABOVE INDICATED POSTS/COLUMNS. AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY SPACE STACKED POST/COLUMN: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED O2 LOCATE INDICATED P05T OR COLUMN ABOVE/BENEATH FRAMING REOUIREMENTSN DOCUMENT NOTES STANDARD P05T OR COLUMN ON FLOOR BELOW/ABOVE. LOAD BEARING WALL (ABOVEL ® (2) 2"x4" P05T ® (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. ® (5) 2"x4" POST (5) 2"xb" POST MIN. F - 7 INTERIOR LOAD BEARING WALL: ® _ _ _ _ 7 _ _ 7 7 _ _ 1 , 5B AS INDICATED BY HATCHING. - �� �� T AL16N STUDS OF BEARING WALLS TO LAND DIRECTLY UPON EM (4) 2"x4" POST ED (4) 2"x6" POST F.J. OR BEAM (WHEN APPLICABLE) BELOW. U • OSUPPORT OF FLITCH BEAM: [am (5) 2"x4" POST mm (5) 2"xb" POST I. WELD TO ADJOINING STEEL FLUSH BEAM w/ 51MPSON 'HB' TOP FLANGE JOIST HANGER PER MANU. SPEC.'S REF. PANTRY (SEE 2021 SIMPSON STRONG-TIE WOOD CONSTRUCTION 5-1/2" O.D. SCH 40 5-1/2" O.D. SGH 40 _ CONNECTORS PA6E5 164-I65 d BULLETIN 5TL. COL. (ASTM 0 5TL. COL (ASTM T-G-WELDUPLFT22) AI25) BY SIMS AI23) BY SIMS 2. PROVIDE BLOCKING TO FLITCH PLATE FLUSH BEAM STEEL (OR EW STEEL (OR EO) L FROM PARALLEL F.J. TO ENSURE LATERAL BRACING OF STRUCTURAL MEMBER. • • HOEDOWN (IST TO 2ND FLOOR): L - •� 1 •' I U 1 5A HOLDOWN 'A' AS PER PA6E 6-005 POURED CONCRETE AND STEEL REINFORCEMENT NOTES: HOLDOWN (FOUNDATION TO IST FLOOR): I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT • 5D HOLDOWN 'D' A5 PER PAGE 6-00:3 FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND >' NEW UN-REINFORCED P. GONG. SLAB: DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. • _ I. NEW 4 THK. UN-REINFORCED P. GONG. SLAB UPON 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION 2. 6 MIL POLY VAPOR BARRIER UPON SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR 5. 4" (MIN) GRAVEL BASE ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER NEW REINFORCED P. GONG. 5LAB: ENCOUNTERED. L - - - - - - - - - I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/1 o W.W.M. UPON 6B 2. 4" (MIN.) GRAVEL BASE 5. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. • • � PAD FOOTING (EXISTING): 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT - - - - - - - - - - - - - - - - - - - - - I I O Y.I.F. EXIST. 18"x15"x12" DEEP P. GONG. PAD FOOTING 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. (MIN. SIZE), IN GOOD CONDITION, BENEATH EXIST. STEEL I 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL COLUMN. V.I.F. SPACING BETWEEN c;OLUMNS DOES NOT EXCEED DISTANCE SHOWN. CONTACT ARCHITECT IF COATED. GRADE 60. WWM FOR SLABS DO NOT NEED TO BE -l{ EITHER FOUND OTHERWISE-. COATED. /Ov _ OTHERWISE-. (0. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS MIN.- • • OCONTINUOUS FOOTING: SHALL BE STAGGERED. I NEW 16"x8" DEEP P. GONG. CONTINUOUS O FOOTING AS PER DETAIL q/A-401 (TYP) 7, PROVIDE MECHANICAL DEVICES TO HOLD STEEL $ HARDWARE IN PLACE AT TIME OF POURING $ MAINTAIN REQUIRED CLEARANCES, NEW ATTIC AGGE55 - PULL DOWN STAIR: I O vi I. MIN. 550 # CAPACITY COVERAGES, AND PLUMBNE55. 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x50") 8. CEMENT SHALL CONFORM TO ABTM 0-55 FOR STANDARD WE16HT rnrn 5. DEL. FRAMING WHEN NEW OPENING CONCRETE. C 4.WEATHERSTRIP AGGE55 OPENING # PROVIDE R-41 INSULATION ABOVE w/NO. FR. (OR EO) BAFFLE OR I RETAINER TO PREVENT INSULATION FROM ENTERING DWELLING WHEN OPENED, AS PE N EGG R402.2.4 GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE (OMIT WHEN ATTIC AGGE55 DOE'S NOT PENETRATE FROF05F_ 7 FOUN1�AT I ON ST UOTURAL FLAN � FROPOSE17 FIRST FLOOR STRUCTURAL PLAN S THERMAL ENVELOPE OF BUILDING). 1. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF 5. INSTALL AS PER MANU. SPEG.'s CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE SCALE: 1/4" = I'-a" SCALE: 1/4" = II'-O" N p 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. TYPICAL P. GONG. FOOTING 8 WALL 00IN51RUCMON: N 10 . (2) 2"x6" P.T. SILL PLATES w/COPPER TERMITE SHIELD 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. 4 BILL SEAL 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL C7 • ANCHOR BOLTS A5 PER PAGE 45-003 CONFORM TO AGI 506. Z • P. GONG. FOUND. WALL AS PER DETAIL q/A-401 UPON • P. GONG. FOOTING AS PER DETAIL LISTED ABOVE. 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / Q • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO • B.O. FOOTING 5'-0" BELOW GRADE MIN. TEMPERATURES WITHIN 10° F OF CONCRETE. 0 • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN Z APPLICABLE) 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR 5NOW. 0 N • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / MO 5 REO D. U H STOOPS (WHEN APPLICABLE)• MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE 2 N PERMITTED WHEN NECESSARY. _ _ _ _ _ _ _ FOR HEIGHT OF WALL SLAB (hlHEN APPLICABLE) - - - - - - - - - - - - - - _ _ _ _ _ 0 0 TYPICAL LEDGER BOARD: 'I. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55° F OR HIGHER • _ _ • ® V U - - - - - - - - - - OI. (1) 2 x BD. TO MATCH DEPTH OF JOISTS (P.T. BD. FOR _ II AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. TCH lul EXTERIOR INSTALLATIONS) 6:12�1' 2. SECURED w/(2) 5/8" 0 x 5" LONG H.D. GAL. LAG 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. II BOLTS ® 16" O.G. q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE N 5. INSTALL H.D. 6ALV. JOIST HANC-ERS BY 'SIMPSON' (OR PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 50(o I U I w 1� EQUAL) (A5TM C4g4/C4a4M, TYPES C AND E). I .'( Q 1 04 Q 04 4. FOR EXTERIOR INSTALLATIONS,PROVIDE FLASHING PROF. TUCKED UNDERNEATH SIDING $ BENT OVER TOP EDGE 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL I O O OF LEDGER BD. AREAS EXCEED ONE SQUARE INCH. 125 S.F. 0 `fl 5. SEE DETAIL 8/A-401 (EXTERIOR'. INSTALLATION). 77 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED BATHROOM 2 �E PROJECT: RAISED FOUNDATION HEADER:_ TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS 45 S.F. 12 FOUNDATION OPENING 7 SOUND C H ES H I R E S, INSTALLED UPON BILL PLATES E i FLUSH w/ F.J. (PROVIDE 51MP50N L.U52(o HANGERS TO 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. I 0 ­7 FASTEN F.J. TO RIM JOIST/RAISED HEADER) NEW (2) 2"x5" RIM J015T/RA15ED HEADER ® NEW REACHED A COMPRESSIVE 5TREN6TH OF 800 PSI. I BEDROOM I ( RESIDENCE BEAM SEAT w/ FOOTING ® ND. DECK: I 1,72 S.F. 13 PROVIDE SIMP50N ABU46Z POST BASE (BEAM SOIL BEARING CAPACITY NOTE: - - - Ii PROP. ( 1 F_ INSTALLATION) UPON 16"4) P. GONG, PIER AS PER STRUCTURAL DESIGN OF FOOTINC75 ASSUMES A SOILL i GL. O U DETAIL 5/A-401. BEARING CAPACITY OF I.OTON/5.F. FOR WOOD STAIRS ® GRADE:, II Q OBEARING CAPACITY OF SOIL MUST BE VERIFIED BY A - _ _ = 550 MADISON AVENUE 14 4' THK. P. GONG. PAD 8 WIDE x R.EQ D LENGTH UPON 6 GRAVEL UNDER 2 xI2 P.T. STAIR STRINGERS EXIS ITN6 soILLTYPESEON SITRE AND THESR ASSOCIATET HOLE D i I GREENPORT N.Y. 11944 MAX. 16" O.G., U.O.N. (MIN. 5 STRINGERS) PRESUMPTIVE LOAD-BEARING VALUES. I PLOP. I I I I I I II S.F. z I DRAWING TITLE: LTHROOM I I PROPOSED STRUCTURAL PLANS I 52 S.F. I II � I II O II � I II • _ _ _ - - - - - L - - - - - - - 6:12PITCH 6:12�PIT CH I PAGE: BEDROOM 2 BEDROOM 5 I � I 114 S.F. 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