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Home My WebLink About49040-Z �o�aoF s°°ryo`o Town of Southold * * P.O. Box 1179 �0 53095 Main Rd Cnuazr.o Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46152 Date: 05/08/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4060 Ole Jule Ln Mattituck,NY 11952 Sec/Block/Lot: 122.4-26.2 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 08/09/2022 Pursuant to which Building Permit No. 49040 and dated:' 03/20/2023 Was issued, and conforms to all of the.requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single family dwelling with covered front entry; rear second floor balcony, attached garage and rear raised masonry patio with swimming pool addition fenced to code as applied for. The certificate is issued to: Wyandanch RE Corp Of the aforesaid building. I SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-21-2109 4/26/2025 ELECTRICAL CERTIFICATE: 25-96652 1/21/2025 PLUMBERS CERTIFICATION: Charles Sanders 4/28/2025. thori a Si afore SUFfetK TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • �� SOUTHOLD, NY l/p 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 #: 49040 Date: 3/20/2023 Permission is hereby granted to: Monteforte, Michael 91 Circle Dr Syosset, NY 11791 To: construct single-family dwelling with swimming pool addition as applied for per Trustees, DEC, SCHD with flood permit. At premises located at: 4060 Ole Jule Ln., Mattituck SCTM # 473889 Sec/Block/Lot# 122.-4-26.2 Pursuant to application dated 8/9/2022 and approved by the Building Inspector. To expire on 9/18/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,887.60 SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $250.00 CO-NEW DWELLING $50.00 Flood Permit $100.00 ELECTRIC $310.00 ELECTRIC $40.00 uilding Inspector Ali Q�SUFFORrAr TOWN OF SOUTHOLD aye BUILDING DEPARTMENT y x 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#: 49040 Date: 3/20/2023 Permission is hereby granted to: Monteforte, Michael 91 Circle Dr Syosset, NY 11791 To: construct single-family dwelling with swimming pool addition as applied for per Trustees, DEC, SCHD with flood permit. At premises located at: 4060 Ole Jule Ln., Mattituck SCTM # 473889 Sec/Block/Lot# 122.4-26.2 Pursuant to application dated 8/9/2022 and approved by the Building Inspector. To expire on 9118/2024. Fees: Total: $2,637.60 Building Inspector D 4 Certificate of Compliance .................................................7.........................I....................................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. . 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ..............................................................................".....................................................I......................................................... -CERTIFIES THAT Upon the application of Upon premises owned by Puccio Electric Contracting Wyandanch R E Corp Inc. . . . I 21. Frowein Rd 4060 Ole Jule Lane Mattituck, NY 11952 Center,Moriches, NY 11934 Located at: 4060 Ole Jule Lane, Mattituck, NY 11952 Application Number#: 24-96645. Certificate* 24-96645 Electrical License#: 4806-ME Section: Block: Lot: Building.Permit#:-996-7 Described as a Residential occupancy, wherein the premises electrical system consisting,of electrical devices and wiring, described below, located in/on the premises,at' New House w/Service A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New.York, Department of State Code Enforcement and Administration, or other-authority having jurisdiction, and found to be in compliance therewith on the 19th day of June 2624 Name QTY Power Panel.- 150 Amp, 240V Disconnect Switch - 60 Amp, 240V 1 Duplex Receptacle- 15 Amp, 120V 59 Recessed Fixture - 15 Amp,'l 20V 0 Oven Circuit- 20 Amp, 120V I Switch - 15 Amp, 1.20V 40 AC Blower- 20 Amp, 220V 1 ARC-Fault- 15 Amp, 120V 9 Recessed Fixture - 15 Amp, 120V 61 , C" E I V 'E Electrical Inspector: Robert Cdriello AN 1 2025 - _ APPROVED dl :0 Building Depof"ent Town of Southold Certificate of Compliance ............................................................................................................................................................................................. CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ............................................................................................................................................................................................. CERTIFIES THAT Upon the application of Upon premises,'o'wned by Puccio Electric Contracting ing Wyandanch R E Corp Inc. 4060 Ole Jule Lane 21 Frowein' Rd, Mattituck, NY 11952 Center Moriches, NY 11934 Located at:,4060 Ole Jule.Lane, Mattituck; NY 11952 Application Number#: 24-,9664.5 Certificate#: 24-96645- Electrical License#: 4806-ME Section: Block: Lot: Building Permit#: 9957 Name QTY AC Condenser- 30 Amp, 220V 1 Appliance Circuit- 20 Amp, 120V 2', ,'' Dishwasher Circuit- 20 Amp, 120V 1; Exhaust Hood -20 Amp, 120V GFI/ARC-Fault-.20 Amp, 120V 10 Indand. Fixture - 15 Amp, 120V .4 Meter300 Amp, 240V 1 Receptacle-20 Amp, 120V 5. Service Disconnect 7,300 Amp, 240V 1 Smoke Detector- 15 Amp, 120V 7 Electrical Inspector: Robert Ceriello . ................ (APPROVED N ............ MO. \ Certificate of Compliance .... ................ ................................................................................................................ CERTIFIED ,ELECTRICAL INSPECTIONS, INC. -D E 188 PARK AVENUE ' AMITYVILLE, NY 11701 AN 27 ................ .. ........:......P ...�631).598-5610.........:....:.:.. :................... . 11 �0 ............... CERTIFIES THAT eufldl Depart t Upon the application of.. Upon premises owned by Zown Of southo Puccio.Electrical Contracting Wya'ndanch R E Corp Inc. . ', 4060 Ole Jule Lane 21 Frowein Road Mattituck, NY 11952 Center Moriches, NY 111 34 Located at: 4060 Ole Jule.Lane, „ Mattituck, NY 11952 -- " Application Number#:.2-5-96652' Certificate#:-25-96652 ' Electrical'License#:'4806-ME Section: Block: Lot: Building Permit#: 49040 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: ' Inground Swimming Pool A visual,inspection of'the premises electrical system,'limited to electrical devices and wiring to- the extent detailed herein', was conducted in accordance with the requirements of the applicable code/or standard'promulgated by the'State of New York, Department of State Code Enforcement ' - and-Administration, or other authority,having jurisdiction,'and found to be in compliance therewith on the 21 st day of January 2025 Name _ : QTY„ Pool Receptacle.- 20 Arnp, 220V 1 : LV'Lighting Transformer 15/2 Amp, 120/12 V 1 GFCI Duplex Receptacle - 20-Amp,'120 V 2 Time Clock-40 Amp,'240V LV Light Fixture- 12-V - 1 Pump Motor Circuit- 20.Amp, 220V 1 GFCI Circuit Breaker- 20 Amp, 120V 1 GFI Circuit Breaker- 20 Amp; 220V 1 Electrical Inspector: Anthony Giordano � ...14, APPROVEDjR _ - tea• `�" Town Hall Annex � ��? Telephone...(631)765-1802 54375 Main Road cz P.O.Box 1179 Southold,NY 11971-0959 aa• ' X � BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: _ 1s Building Pernut:No: Owner: � t (Please print) Plumber: (Please print) I certify that the solder used in the water:supply system contains less than 2/10 of 1%0 lead. (Plumbers Signature) Sworn to before me this \`\\ day ' , 2p \\� a\�L�NT STATE OF NEWYORK. NOTARY PUBLIC. 01PA6Y81168 i Notary Public, County 1 SOUIyo� V4V # TOWN OF SOUTHOLD BUILDING DEPT. `CnUo��' 631-765-1802 INSPECTION [ OUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMAR So 1ST Fnn44nnt' 01,VI'TO fv) DATE INSPECTOR /),. ho��OE SOUlyolo - V GO� # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPEC ION [YIFNDATION 1ST [ ROUGH PLBG. NDATION 2ND [ ] INSULATION/CAULKING MING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: -. . 4~ (� �6JI4 v 6� irk pk YID u I Nou { 5 • DATE �' INSPECTO hO�aOF SOUTyo� * TOWN OF SOUTHOLD BUILDING DEPT. �y000Ni1�`� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [)4 ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0 04A�j r DATE �a3 INSPECTOR � OF SOUIyo� * f TOWN OF SOUTHOLD BUILDING DEPT. couMv, 631-765-1802 . INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION I [ ] PRE C/O [ ] RENTAL 7MA7 S: eoV DATE INSPECTOR ho�a0f SOUTyO6 # # TOWN OF SOUTHOLD BUILDING DEPT. coom,��` 631-765-1802 qua INSPECTION ( ] FOUNDATION 1 ST/ REBAR [ ] ROUGH.PLBG. [ ] FOUNDATION 2ND [ ] ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL N� ] FIREPLACE & CHIMNEY' [. ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [: .] PRE C/O [ ] RENTAL REMARKS. L " e, T.VfAL . Le Dffi/ lab �.- bkw b DATE INSPECTOR 4060 Ole Jule Ln HVAC Load Calculations for Michael Monteforte 4060 Ole Jule Ln Mattituck NY 11952 RHVACRESIDENTIAL HVAC LOADS Prepared By Matthew Wynne Aberdeen Building Consulting PO Box 62 Brightwaters NY 11718 631-969-9860 Tuesday, April 19, 2022 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consultinq 4060 Ole Jule Ln Bay Shore NY 11706 Page 2 Pro ect-Report Genera!Pro-iect Information Project Title: 4060 Ole Jule Ln Designed By: Matthew Wynne Project Date: 4/18/2022 Client Name: Michael Monteforte Client Address: 4060 Ole Jule Ln Client City: Mattituck NY 11952 Company Name: Aberdeen Building Consulting Company Representative: Matthew Wynne Company Address: PO Box 62 Company City: Brightwaters NY 11718 Company Phone: 631-969-9860 Company E-Mail Address: 2inspect@optonline.net Company Website: AberdeenBuildingConsulting.com INsign Data Reference City: Suffolk County AFB, New York Building Orientation: Front door faces Northwest Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains My Bulb Wet Bulb Rel.Hum 1eLdum Dry Bulb Difference Winter: 5 9 n/a n/a 72 n/a Summer: 95 71 31% 45% 68 30 Total Building Supply CFM: 1,760 CFM Per Square ft.: 0.588 Square ft. of Room Area: 2,992 Square ft. Per Ton: 806 Volume (ft'): 29,077 Building Loads Total Heating Required Including Ventilation Air: 72,881 Btuh 72.881 MBH Total Sensible Gain: 40,415 Btuh 91 % Total Latent Gain: 4,115 Btuh 9 % Total Cooling Required Including Ventilation Air: 44,530 Btuh 3.71 Tons(Based On Sensible + Latent) Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, 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\rusty\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19. 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 4060 Ole Jule Ln Bay Shore.NY 11706 Pace 3 Load Preview Report -� Has Net ft. Sen Lat Net Sen Sys Sys Sy Htg Scope AED' Ton /Ton Area Gain Gain Gain Loss Clg Act CFM '. CFM CFM Buildinq 3.71 806 2,992 40,415 4,115 44,530 72,881 891 1,760 1,76 System 1 1st FI Yes 1 90 790 1,498 20,667 2,097 22,764 38,766 476 901 901 Ventilation 889 606 1,495 2,206 Supply Duct Latent 384 384 Return Duct 6 2 8 15 Zone 1 1,498 19,772 1,105 20,877 36,545 476 901 901 1-1st Floor Great Room 677 11,604 427 12,031 16,657 217 529 5291 2-1st Floor Pantry/Stairwell 150 446 52 498 1,707 22 20 20 3-1st Floor Bedroom 1 176 2,194 122 2,316 4,031 52 100 1010 4-1st Floor Bathroom 1 55 865 101 966 2,550 33 39 39 5-1 st Floor Foyer 146 1,110 56 1,166 2,326 30 51 51 6-1st Floor Study/ Pwdr Rm/Mudroom/Hall 260 2,969 233 3,202 6,844 89 135 13 7-1st Floor Mech Room 35 584 114 698 2,431 32 27 27 System 2 2nd FI Yes 1 81 823 1,493 19,748 2,018 21,766 34,115 415 8S9 85 Ventilation 889 606 1,495 2,206 Supply Duct Latent 391 391 Return Duct 13 2 15 12 Zone 1 1,493 18,846 1.020 19,866 31.898 415 859 85 8-2nd Floor Bedroom 2 149 1,722 154 1,876 4,039 53 78 78 9-2nd Floor Bathroom 2/Closet/Stairwell 197 794 59 853 1,876 24 36 36 10-2nd Floor Master Bathroom 158 2,626 149 2,775 4,322 56 120 12 11-2nd Floor Master Bedroom 206 3,644 96 3,740 3,862 50 166 16 12-2nd Floor Master Bedroom Closets/Hall 104 466 58 524 1,506 20 21 21 13-2nd Floor Bedroom 4/Hallway 161 1,594 127 1,721 3,496 46 73 73 14-2nd Floor Loft Area 187 2,379 61 2,440 2,866 37 108 10 15-2nd Floor Bathroom 4 129 1,099 110 1,209 2,833 37 50 50 16-2nd Floor Bedroom 5 201 4,521 206 4,727 7,098 92 206 20 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19. 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Buildinq Consultinq 4060 Ole Jule Ln I Bay Shore,NY 11706 - Pa e 4 System 1 - 1st FI - Adequate Exposure Diversity Test 30,000 25,000 '000. /0000� 20,00000 15,000 0 10,000 5,000 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm --- SYSTEM HAS ADEQUATE EXPOSURE DIVERSITY. --- System is on NE, SE, SW, NW rosette. Peak load exceeds 12-hour average load by 26.7%. 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\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Buildinq Consultinq 4060 Ole Jule Ln Bay Shore,NY 11706 System 2 - 2nd FI - Adequate Exposure Diversity Test 25,000 20,000 15,000 15.7% Diff. from Avg. 10,000 5,000 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm --- SYSTEM HAS ADEQUATE EXPOSURE DIVERSITY. --- System is on NE, SE, SW, NW rosette. Peak load exceeds 12-hour average load by 15.7%. 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\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8 11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Buildinq Consultinq 4060 Ole Jule Ln Bay Shore.NY 11706 _ _ Total Building Summary Loads Component Area Sen Lat Sen Total Description - -_-Quan _ Loss -- Gain_ - Gain G D 2: Glazing-.28/.32, U-value 0.32, SHGC 0 4 18.7 402 0 628 628 I: Glazing-.28/.32, U-value 0.32, SHGC 0.4 26.9 576 0 862 862 H: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 15.7 336 0 520 520 G: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 30 643 0 991 991 04: Glazing- 128 2,744 0 4,571 4,571 C 2: Glazing-.28/ .32, U-value 0.32, SHGC 0A 92.5 1,985 0 3,219 3,219 F: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 12.8 276 0 473 473 F 2: Glazing-.28/.32, U-value 0.32, SHGC 0.4 12.8 276 0 430 430 A: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 33.4 716 0 1,118 1,118 J: Glazing-.28/.32, U-value 0.32, SHGC 0.4 9.3 200 0 312 312 B 2: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 29 622 0 1,166 1,166 32: Glazing- 40 858 0 1,607 1,607 B 3: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 43.5 933 0 1,455 1,455 D: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 18.4 394 0 740 740 33: Glazing- 40 858 0 1,607 1,607 Basic R5 door: Door-R5 Door, U-value 0.2 20 268 0 152 152 01: Door-R5 Door, U-value 0.2 24 322 0 182 182 13: Door-R5 Door, U-value 0.2 20 268 0 152 152 12171-Obw: Wall-Frame, R-21 open cell 1/2 lb. spray foam 2931 14,142 0 4,772 4,772 insulation in 2 x 6 stud cavity, no board insulation, brick finish, wood studs, U-value 0.072 18A1-46c: Roof/Ceiling-Roof Joists Between Roof Deck 1603.9 3,331 0 1,889 1,889 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, Dark or Bold-Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-46 closed cell 2 lb. spray foam, 7.5 inches in 2 x 8 joist cavity, 1 inch on joist, U-value 0.031 R30 open crawl: Floor-Over open crawl space or garage, 1727.8 6,020 0 1,977 1,977 Custom, R30 open crawl, U-value 0.052 Subtotals for structure: 36,170 0 28,823 28,823 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 15,407 779 6,697 7,475 Infiltration: Winter CFM: 230, Summer CFM: 105 16,892 2,125 3,117 5,242 Ventilation: Winter CFM: 60, Summer CFM: 60 4,411 1,212 1,778 2,989 Total Building Load Totals: 72,881 4,115 40,415 44,530 Total Building Supply CFM: 1,760 CFM Per Square ft.: 0.588 Square ft. of Room Area: 2,992 Square ft. Per Ton: 806 Volume (ft'): 29,077 Total Heating Required Including Ventilation Air: 72,881 Btuh 72.881 MBH Total Sensible Gain: 40,415 Btuh 91 % Total Latent Gain: 4,115 Btuh 9 % Total Cooling Required Including Ventilation Air: 44,530 Btuh 3.71 Tons(Based On Sensible + Latent) Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, 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\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Buildinq Consultinq 406001 Jule Ln Bay Shore. NY 11706 Pa e 7 [—Building Bar Graph I.,60WA C:\Users\rusty\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8 11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Buildinq Consultinq 4060 Ole Jule Ln Bay Shore, NY 11706 __ _ _ _. Paae 8 S stem 1 1st F/ Summary Loads ent Area Sen Lat Sen Total Description _ _ _ Quan Loss Gain Gain Gain D 2: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 18.7 402 0 628 628 I: Glazing-.28/.32, U-value 0.32, SHGC 0.4 26.9 576 0 862 862 H: Glazing-.28/.32, U-value 0.32, SHGC 0.4 15.7 336 0 520 520 G: Glazing-.28/.32, U-value 0.32, SHGC 0.4 30 643 0 991 991 04: Glazing- 128 2,744 0 4,571 4,571 C 2: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 74 1,588 0 2,476 2,476 F: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 6.4 138 0 215 215 F 2: Glazing-.28/.32, U-value 0.32, SHGC 0.4 12.8 276 0 430 430 Basic R5 door: Door-R5 Door, U-value 0.2 20 268 0 152 152 01: Door-R5 Door, U-value 0.2 24 322 0 182 182 13: Door-R5 Door, U-value 0.2 20 268 0 152 152 12F1-0bw: Wall-Frame, R-21 open cell 1/2 lb. spray foam 1354.3 6,533 0 2,204 2,204 insulation in 2 x 6 stud cavity, no board insulation, brick finish, wood studs, U-value 0.072 18A1-46c: Roof/Ceiling-Roof Joists Between Roof Deck 110.6 229 0 130 130 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, Dark or Bold-Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-46 closed cell 2 lb. spray foam, 7.5 inches in 2 x 8 joist cavity, 1 inch on joist, U-value 0.031 R30 open crawl: Floor-Over open crawl space or garage, 1498.4 5,220 0 1,715 1,715 Custom, R30 open crawl, U-value 0.052 Subtotals for structure: 19,543 0 15,228 15,228 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 8,295 386 2,928 3,314 Infiltration: Winter CFM: 119, Summer CFM: 55 8,722 1,105 1,622 2,727 Ventilation: Winter CFM: 30, Summer CFM: 30 2,206 606 889 1,495 System 1 1st FI Load Totals: 38,766 2,097 20,667 22,764 Supply CFM: 901 CFM Per Square ft.: 0.601 Square ft. of Room Area: 1,498 Square ft. Per Ton: 790 Volume (ft3): 14,983 Total Heating Required Including Ventilation Air: 38,766 Btuh 38.766 MBH Total Sensible Gain: 20,667 Btuh 91 % Total Latent Gain: 2,097 Btuh 9 % Total Cooling Required Including Ventilation Air: 22,764 Btuh 1.90 Tons(Based On Sensible + Latent) Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, 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\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development, Inc. Aberdeen Building Consulting 4060 Ole Jule Ln Bay Shore,NY 11706 Pa e System 2 2nd FI Summary Loads Component Area Sen Lat Sen o -Description Quan _ Loss _ Gain Gain - Gain A: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 33.4 716 0 1,118 1,118 J: Glazing-.28/.32, U-value 0.32, SHGC 0.4 9.3 200 0 312 312 B 2: Glazing-.28 / .32, U-value 0.32, SHGC 0.4 29 622 0 1,166 1,166 C 2: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 18.5 397 0 743 743 32: Glazing- 40 858 0 1,607 1,607 B 3: Glazing-.28/.32, U-value 0.32, SHGC 0.4 43.5 933 0 1,455 1,455 F: Glazing-.28/ .32, U-value 0.32, SHGC 0A 6.4 138 0 258 258 D: Glazing-.28/.32, U-value 0.32, SHGC 0.4 18.4 394 0 740 740 33: Glazing- 40 858 0 1,607 1,607 12F1-0bw: Wall-Frame, R-21 open cell 1/2 lb. spray foam 1576.8 7,609 0 2,568 2,568 insulation in 2 x 6 stud cavity, no board insulation, brick finish, wood studs, U-value 0.072 18A1-46c: Roof/Ceiling-Roof Joists Between Roof Deck 1493.3 3,102 0 1,759 1,759 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, Dark or Bold-Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-46 closed cell 2 lb. spray foam, 7.5 inches in 2 x 8 joist cavity, 1 inch on joist, U-value 0.031 R30 open crawl: Floor-Over open crawl space or garage, 229.4 800 0 262 262 Custom, R30 open crawl, U-value 0.052 Subtotals for structure: 16,627 0 13,595 13,595 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 7,112 392 3,769 4,161 Infiltration: Winter CFM: 111, Summer CFM: 50 8,170 1,020 1,495 2,515 Ventilation: Winter CFM: 30, Summer CFM: 30 2,206 606 889 1,495 System 2 2nd FI Load Totals: 34,115 2,018 19,748 21,766 Supply CFM: 859 CFM Per Square ft.: 0.575 Square ft. of Room Area: 1,493 Square ft. Per Ton: 823 Volume (ft3): 14,094 Total Heating Required Including Ventilation Air: 34,115 Btuh 34.115 MBH Total Sensible Gain: 19,748 Btuh 91 % Total Latent Gain: 2,018 Btuh 9 % Total Cooling Required Including Ventilation Air: 21,766 Btuh 1.81 Tons (Based On Sensible+Latent) Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, 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\4060 Ole Jule Ln.rh9 Tuesday,April 19, 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc- Aberdeen Buildinq Consultinq 4060 Ole Jule Ln y Shore,NY 11706 Page 10- System 1 1st FI Bar Graph CAUsers\rustr\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc' Aberdeen Buildinq Consultinq 4060 Ole Jule Ln Bay Shore NY 11706 Page 11 S stem 2 2nd FI Bar Graph i I C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Buildinq Consultinq 4060 Ole Jule Ln Bay Shore,NY 11706 Page 1 Equipment Data - System 1 - 1st FI -� Cooling System Type: Standard Air Conditioner Outdoor Model: 24ABC6364A**30 Outdoor Manufacturer: CARRIER Indoor Manufacturer: CARRIER AHRI Reference No.: 8249371 Nominal Capacity: 36,000 Adjusted Capacity: 36000 Adjusted Sensible Capacity: 27000 Adjusted Latent Capacity: 9000 Efficiency: 16 SEER Heating System Type: Natural Gas Hot Water Space Heater Model: NHB-150 Tradename: Navien Manufacturer: Navien Capacity: 75,000 Efficiency: 95 AFUE C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Buildinq Consultinq 4060 Ole Jule Ln Bay Shore,NY 11706 P 1 E ui ment Data - System 2 - 2nd FI Cooling System Type: Standard Air Conditioner Outdoor Model: 24ABC6364A'"30 Outdoor Manufacturer: CARRIER Indoor Manufacturer: CARRIER AHRI Reference No.: 8249371 Nominal Capacity: 36,000 Adjusted Capacity: 36000 Adjusted Sensible Capacity: 27000 Adjusted Latent Capacity: 9000 Efficiency: 16 SEER Heating System Type: Natural Gas Hot Water Space Heater Model: NHB-150 Tradename: Navien Manufacturer: Navien Capacity: 75,000 Efficiency: 95 AFUE C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8 11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Buildinq Consulting 4060 Ole Jule Ln B Shore,NY 11706 _ Page 14 Manua! S Performance Data - S stem 1 --1st F1. - _] Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 20.667 Outdoor Wet Bulb: 71 Latent Gain: 2.097 Indoor Dry Bulb: 68 Total Gain: 22.764 Indoor RH: 45 Load SHR: 0.91 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 5 Sensible Loss: 38.766 Indoor Dry Bulb: 72 Entering Dry Bulb: 67.7 Indoor RH: 30 Supply Airflow: 476 i ment Perfomnance Data-at System Design Conditions. Cooling: Model Type: Standard Air Conditioner, Model: 24ABC6364A*`30 , AHRI Reference Number: 8249371Nominal Capacity: 36.000, Manufacturer: CARRIER Interpolation Results: Percent Load of Load Sensible Capacity: 27.000 20.667 131% Latent Capacity: 9.000 2.097 429% Total Capacity: 36.000 22.764 158% Heating: Model Type: Natural Gas Hot Water Space Heater, Model: NHB-150, Nominal Capacity: 75,000, Manufacturer: Navien Results: Percent Load of Load Heating Capacity: 75.000 38.766 193% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Buildinq Consultinq 4060 Ole Jule Ln L Bay Shore,NY 11706 Page 1 Manual S Performance Data - S stem 2 - 2nd FI Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 19.748 Outdoor Wet Bulb: 71 Latent Gain: 2.018 Indoor Dry Bulb: 68 Total Gain: 21.766 Indoor RH: 45 Load SHR: 0.91 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 5 Sensible Loss: 34.115 Indoor Dry Bulb: 72 Entering Dry Bulb: 67.1 Indoor RH: 30 Supply Airflow: 415 E ui m� ent Performance Data at System_Design Conditions____ Cooling: Model Type: Standard Air Conditioner, Model: 24ABC6364A**30 , AHRI Reference Number: 8249371Nominal Capacity: 36.000, Manufacturer: CARRIER Interpolation Results: Percent Load of Load Sensible Capacity: 27.000 19.748 137% Latent Capacity: 9.000 2.018 446% Total Capacity: 36.000 21.766 165% Heating: Model Type: Natural Gas Hot Water Space Heater, Model: NHB-150, Nominal Capacity: 75.000, Manufacturer: Navien Results: Percent Lad of Load Heating Capacity: 75.000 34.115 220% I C \Users\rustr\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 4060 Ole Jule Le Bay Shore,NY 11706 P_age_16 System 1 - Hourly Room Net Gain System 1 Hourly Room Net Gain 17,000 16,000 15,000 14,000 13,000 12,000 11,000 10,000 L a 9,000 m C 0 8,000 N Z 7,000 6,000 5,000 4,000 3,000 2,000 1,000 0 —0 1 st Floor Great Room(63%) 1 st Floor Pantry/Stairwell(0%) —tom 1st Floor Bedroom 1 (53%) �— 1 st Floor Bathroom 1 (22%) 1st Floor Foyer(37%) t 1 st Floor Study/ Pwdr Rm/Mudroom/Hall(39%) 1 st Floor Mech Room(0%) 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\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 4060 Ole Jule Ln Bay Shore.NY 11706 Page 1 System 2 - Hourly Room Net Gain System 2 Hourly Room Net Gain 6,000 5,000 4,000 r m c 3,000 m z 2,000 1,000 0 0 2nd Floor Bedroom 2(30%) M— 2nd Floor Bathroom 2/Closet/Stairwell(18%) --�� 2nd Floor Master Bathroom(48%) —♦-- 2nd Floor Master Bedroom(63%) 2nd Floor Master Bedroom Closets/Hall(0%) —�� 2nd Floor Bedroom 4/Hallway(32%) 2nd Floor Loft Area(60%) 2nd Floor Bathroom 4(21%) —— 2nd Floor Bedroom 5(50%) 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\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Buildinq Consultinq 4060 Ole Jule Ln Bay Shore NY 11706 -- Page 18 System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms) - - _ Area Sen Lat Sen Total Description Quan _ Loss _ Gain Gain - Gain D 2: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 18.7 402 0 628 628 I: Glazing-.28/.32, U-value 0.32, SHGC 0.4 26.9 576 0 862 862 H: Glazing-.28/.32, U-value 0.32, SHGC 0.4 15.7 336 0 520 520 G: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 30 643 0 991 991 04: Glazing- 128 2,744 0 4,571 4,571 C 2: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 74 1,588 0 2,476 2,476 F: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 6.4 138 0 215 215 F 2: Glazing-.28/.32, U-value 0.32. SHGC 0.4 12.8 276 0 430 430 Basic R5 door: Door-R5 Door, U-value 0.2 20 268 0 152 152 01: Door-R5 Door, U-value 0.2 24 322 0 182 182 13: Door-R5 Door, U-value 0.2 20 268 0 152 152 12F1-0bw: Wall-Frame, R-21 open cell 1/2 lb. spray foam 1354.3 6,533 0 2,204 2,204 insulation in 2 x 6 stud cavity, no board insulation, brick finish, wood studs, U-value 0.072 18A1-46c: Roof/Ceiling-Roof Joists Between Roof Deck 110.6 229 0 130 130 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, Dark or Bold-Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-46 closed cell 2 lb. spray foam, 7.5 inches in 2 x 8 joist cavity, 1 inch on joist, U-value 0.031 R30 open crawl: Floor-Over open crawl space or garage, 1498.4 5,220 0 1,715 1,715 Custom, R30 open crawl, U-value 0.052 Subtotals for structure: 19,543 0 15,228 15,228 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 8,280 0 2,922 2,922 Infiltration: Winter CFM: 119, Summer CFM: 55 8,722 1,105 1,622 2,727 System 1, Zone 1 Load Totals: 36,545 1,105 19,772 20,877 Supply CFM: 901 CFM Per Square ft.: 0.601 Square ft. of Room Area: 1,498 Square ft. Per Ton: 861 Volume(ft'): 14,983 Total Heating Required: 36,545 Btuh 36.545 MBH Total Sensible Gain: 19,772 Btuh 95 % Total Latent Gain: 1,105 Btuh 5 % Total Cooling Required: 20,877 Btuh 1.74 Tons (Based On Sensible + Latent) Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, 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\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc, Aberdeen Building Consulting 4060 Ole Jule Ln L Bay Shore NY 11706 Paae 19 System 2, Zone 1 Summary Loads (Average Load Procedure for Rooms) Component Area Sen Lat Sen Total. Description _Quan Loss--------Gain_ ______Gain Gain' A: Glazing-.28/.32, U-value 0.32, SHGC 0 4 334 716 0 1,118 1,118 J: Glazing-.28/.32, U-value 0.32, SHGC 0.4 9.3 200 0 312 312 B 2: Glazing-.28/.32, U-value 0.32, SHGC 0.4 29 622 0 1,166 1,166 C 2: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 18.5 397 0 743 743 32: Glazing- 40 858 0 1,607 1,607 B 3: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 43.5 933 0 1,455 1,455 F: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 6.4 138 0 258 258 D: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 18.4 394 0 740 740 33: Glazing- 40 858 0 1,607 1,607 12F1-0bw: Wall-Frame, R-21 open cell 1/2 lb. spray foam 1576.8 7,609 0 2,568 2,568 insulation in 2 x 6 stud cavity, no board insulation, brick finish, wood studs, U-value 0.072 18A1-46c: Roof/Ceiling-Roof Joists Between Roof Deck 1493.3 3,102 0 1,759 1,759 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, Dark or Bold-Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-46 closed cell 2 lb. spray foam, 7.5 inches in 2 x 8 joist cavity, 1 inch on joist, U-value 0.031 R30 open crawl: Floor-Over open crawl space or garage, 229.4 800 0 262 262 Custom, R30 open crawl, U-value 0.052 Subtotals for structure: 16,627 0 13,595 13,595 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 7,101 0 3,756 3,756 Infiltration: Winter CFM: 111, Summer CFM: 50 8,170 1,020 1,495 2,515 System 2, Zone 1 Load Totals: 31,898 1,020 18,846 19,866 dt Supply CFM: 859 CFM Per Square ft.: 0.575 Square ft. of Room Area: 1,493 Square ft. Per Ton: 902 Volume (ft'): 14,094 Total Heating Required: 31,898 Btuh 31.898 MBH Total Sensible Gain: 18,846 Btuh 95 % Total Latent Gain: 1,020 Btuh 5 % Total Cooling Required: 19,866 Btuh 1.66 Tons (Based On Sensible + Latent) Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, 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\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Buildinq Consultinq 4060 Ole Jule Ln Bay Sh9re.NY 11706 Page 2 System 1 Zone 1 Bar Graph T � C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8.11 AM ! Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,tnc. Aberdeen Building Consulting 4060 Ole Jule Ln Bay Shore.NY 11706 _ Page 21 System 2, Zone 1 Bar Graph I i i L C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Buildinq Consultinq 4060 Ole Jule Ln Bay Shore,NY 11706 Page 22 Detailed Room Loads - Room 1 - 1st Floor Great Room (Average Load Procedure General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 16.0 ft. System Number: 1 Room Width: 42.3 ft. Zone Number: 1 Area: 677.3 sq.ft. Supply Air: 529 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 4.7 AC/hr Volume: 6,773 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 5 Actual Winter Vent.: 14 CFM Runout Air: 106 CFM Percent of Supply.: 3 % Runout Duct Size: 6 in. Actual Summer Vent.: 18 CFM Runout Air Velocity: 539 ft./min. Percent of Supply: 3 % Runout Air Velocity: 539 ft./min. Actual Winter Infil.: 46 CFM Actual Loss: 0.188 in.wg./100 ft. Actual Summer Infil.: 21 CFM NE-Wall-12F1-Obw 16 X 10 121.3 0.072 4.8 585 1.6 0 197 S E-Wall-1 2F 1-Obw 42.3 X 10 222.8 0.072 4.8 1,075 1.6 0 363 SW-Wall-1 2F1-Obw 8.5 X 10 85 0.072 4.8 410 1.6 0 138 NE-Door-Basic R5 door 2.5 X 8 20 0.200 13.4 268 7.6 0 152 NE-GIs-D 2 shgc-0.4 0%S (2) 18.7 0.320 21.4 402 33.5 0 628 SE-GIs-I shgc-0.4 33%S 26.9 0.320 21.4 576 32.1 0 862 SE-GIs-H shgc-0.4 29%S 15.7 0.320 21.4 336 33.2 0 520 SE-GIs-G shgc-0.4 30%S 30 0.320 21.4 643 33.0 0 991 SE-GIs-04 shgc-0.4 18%S 128 0.320 21.4 2,744 35.7 0 4,571 U P-Roof-1 8A1-46c 4 X 14 56 0.031 2.1 116 1.2 0 66 Floor-R30 open crawl 42.3 X 16 677.3 0.052 3.5 2,360 1.1 0 775 Subtotals for Structure: 9,515 0 9,263 Infil.: Win.: 45.8, Sum.: 21.1 668 5.039 3,368 0.937 427 626 Ductwork: 3,774 1,715 Room Totals: 16,657 427 11,604 C:\Users\rusty\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8 11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Buildinq Consultinq 4060 Ole Jule Ln Bay Shore NY 11706 Page 23 Detailed Room Loads - Room 2 - 1 st Floor Pantry/Stairwell (Average Load Procedure) _._-- Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 8.1 ft. System Number: 1 Room Width: 18.6 ft. Zone Number: 1 Area: 150.2 sq.ft. Supply Air: 20 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.8 AC/hr Volume: 1,502 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 20 CFM Percent of Supply.: 7 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 233 ft./min. Percent of Supply: 3 % Runout Air Velocity: 233 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.064 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item Area -U- Htg Sen CIg Lat Sen Value _HTM Loss HTM Gain Gain NE-Wall-1 2F1-Obw 8.1 X 10 80.8 0.072 4.8 390 1.6 0 132 Floor-R30 open crawl 18.6 X 8.1 150.2 0.052 3.5 523 1.1 0 172 Subtotals for Structure: 913 0 304 Infil.: Win.: 5.5, Sum.: 2.6 81 5.035 407 0.940 52 76 Ductwork: 387 66 Room Totals: 1,707 52 446 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Buildinq Consultinq 4060 Ole Jule Ln Bay Shore,NY 11706 Pa 24 Detailed Room Loads - Room 3 - 1st Floor Bedroom 1 (Average Load Procedure General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 13.5 ft. System Number: 1 Room Width: 13.0 ft. Zone Number: 1 Area: 175.5 sq.ft. Supply Air: 100 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 3.4 AC/hr Volume: 1,755 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Runout Air: 100 CFM Percent of Supply.: 3 % Runout Duct Size: 6 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 509 ft./min. Percent of Supply: 3 % Runout Air Velocity: 509 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.168 in.wg./100 ft. Actual Summer Infil.: 6 CFM LItem Area -U- Htg Sen Cig Lat Sen Descri tion Quantity Value HTM Loss — HTM _Gain GAIIX NW-Wall-12F1-Obw 13 X 10 93 0.072 4.8 449 1.6 0 151 NE-Wall-12F1-Obw 2.7 X 10 26.7 0.072 4.8 129 1.6 0 43 SW-Wall-12F1-Obw 3.5 X 10 35 0.072 4.8 169 1.6 0 57 NW-GIs-C 2 shgc-0.4 0%S (2) 37 0.320 21.4 794 33.5 0 1,238 Floor-R30 open crawl 13 X 13.5 175.5 0.052 3.5 611 1.1 0 201 Subtotals for Structure: 2,152 0 1,690 Infil.: Win.: 13.1, Sum.: 6.1 192 5.040 966 0.939 122 180 Ductwork: 913 324 Room Totals: 4,031 122 2,194 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Buildinq Consultinq 4060 Ole Jule Ln Bay Shore,NY 11706 Page 25 Detailed Room Loads - Room 4 - 1st Floor Bathroom 1 (Average Load Procedure1 Calculation Mode: Htg. & clg. Occurrences. 1 Room Length: 10.8 ft. System Number: 1 Room Width: 5.1 ft. Zone Number: 1 Area: 54.6 sq.ft. Supply Air: 39 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 4.3 AC/hr Volume: 546 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 39 CFM Percent of Supply.: 5 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 452 ft./min. Percent of Supply: 3 % Runout Air Velocity: 452 ft./min. Actual Winter Infil.: 11 CFM Actual Loss: 0.234 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Clg Lat Sen _ Quantity Value HTM Loss __HTIM Gain Gdd ---------------- - NW-Wall-12F1-Obw 5.1 X 10 44.4 0.072 4.8 214 1.6 0 72 NE-Wall-12F1-Obw 10.8 X 10 107.5 0.072 4.8 519 1.6 0 175 NW-GIs-F shgc-0.4 0%S 6.4 0.320 21.4 138 33.5 0 215 UP-Roof-1 8A1-46c 10.8 X 5.1 54.6 0.031 2.1 113 1.2 0 64 Floor-R30 open crawl 5.1 X 10.8 54.6 0.052 3.5 190 1.1 0 63 Subtotals for Structure: 1,174 0 589 Infil.: Win.: 10.9, Sum.: 5.0 158 5.040 798 0.935 101 148 Ductwork: 578 128 Room Totals: 2,550 101 865 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8 11 AM �Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 4060 Ole Jule Ln Bay Shore,NY 11706 Page 26 Detailed Room Loads - Room 5 - 1st Floor Foyer A vera e Load Procedure) General -- Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 16.5 ft. System Number: 1 Room Width: 8.8 ft. Zone Number: 1 Area: 145.7 sq.ft. Supply Air: 51 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 2.1 AC/hr Volume: 1,457 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 51 CFM Percent of Supply.: 4 % Runout Duct Size: 4 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 580 ft./min. Percent of Supply: 3 % Runout Air Velocity: 580 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.383 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item Area -U_ Htg Sen Clg Lat Sen Descn'ption ___ Quantity Value HTM Loss HTM Gain _ _Gain NW-Wall-12F1-Obw 8.8 X 10 51.5 0.072 4.8 248 1.6 0 84 NW-Door-01 3 X 8 24 0.200 13.4 322 7.6 0 182 NW-GIs-F 2 shgc-0.4 0%S (2) 12.8 0.320 21.4 276 33.5 0 430 Floor-R30 open crawl 8.8 X 16.5 145.7 0.052 3.5 508 1.1 0 167 Subtotals for Structure: 1,354 0 863 Infil.: Win.: 6.1, Sum.: 2.8 88 5.038 445 0.940 56 83 Ductwork: 527 164 Room Totals: 2,326 56 1,110 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consultinq 4060 Ole Jule Ln Bay Shore,NY 11706 Page 27 Detailed Room Loads - Room 6 - 1 st Floor Study/ Pwdr Rm /Mudroom /Hall Avera e Load Procedure Gef�rai Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 20.0 ft. System Number: 1 Room Width: 13.0 ft. Zone Number: 1 Area: 260.0 sq.ft. Supply Air: 135 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 3.1 AC/hr Volume: 2,600 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 6 CFM Runout Air: 68 CFM Percent of Supply.: 4 % Runout Duct Size: 5 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 496 ft./min. Percent of Supply: 3 % Runout Air Velocity: 496 ft./min. Actual Winter Infil.: 25 CFM Actual Loss: 0.206 in.wg./100 ft. Actual Summer Infil.: 12 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity_ Value HTM Loss HTM Gain Gain NW-Wall-1 2F1-Obw 13 X 10 93 0.072 4.8 449 1.6 0 151 NE-Wall-1 2F1-Obw 3.5 X 10 35 0.072 4.8 169 1.6 0 57 SW-Wall-1 2F1-Obw 20 X 10 180 0.072 4.8 868 1.6 0 293 SW-Door-13 2.5 X 8 20 0.200 13.4 268 7.6 0 152 NW-GIs-C 2 shgc-0.4 0%S (2) 37 0.320 21.4 794 33.5 0 1,238 Floor-R30 open crawl 13 X 20 260 0.052 3.5 906 1.1 0 297 Subtotals for Structure: 3,454 0 2,188 Infil.: Win.: 25.0, Sum.: 11.5 365 5.038 1,839 0.937 233 342 Ductwork: 1,551 439 Room Totals: 6,844 233 2,969 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Buildinq Consultinq 4060 Ole Jule Ln Bay Shore,NY 11706 Page 28 Detailed Room Loads - Room__7 _ 1 st Floor Mech Room_(Average Load Procedure General- - - Calculation Mode. Htg & clg. Occurrences: 1 Room Length: 5.8 ft. System Number: 1 Room Width: 6.0 ft. Zone Number: 1 Area: 35.0 sq.ft. Supply Air: 27 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 4.6 AC/hr Volume: 350 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 27 CFM Percent of Supply.: 7 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 305 ft./min. Percent of Supply: 3 % Runout Air Velocity: 305 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.108 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area -U- Ktg Sen Clg Lat Description Quantity Value HTM Loss HTM NW-Wall-1 2F 1-Obw 6 X 10 60 0.072 4.8 289 1.6 0 98 SE-Wall-12F1-Obw 6 X 10 60 0.072 4.8 289 1.6 0 98 SW-Wall-1 2F 1-Obw 5.8 X 10 58.3 0.072 4.8 281 1.6 0 95 Floor-R30 open crawl 6 X 5.8 35 0.052 3.5 122 1.1 0 40 Subtotals for Structure: 981 0 331 Infil.: Win.: 12.2, Sum.: 5.6 178 5.041 899 0.936 114 167 Ductwork: 551 86 Room Totals: 2,431 114 584 C:\Users\rusty\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Buildinq Consultinq 4060 Ole Jule Ln Bay Shore NY 11706 Page 29 Detailed Room Loads-Room 8 - 2nd Floor Bedroom 2 Average Load Procedure) i --- ---- ---------- Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 11.3 ft. System Number: 2 Room Width: 13.2 ft. Zone Number: 1 Area: 149.2 sq.ft. Supply Air: 78 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.5 AC/hr Volume: 1,343 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 4 CFM Runout Air: 78 CFM Percent of Supply.: 5 % Runout Duct Size: 5 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 576 ft./min. Percent of Supply: 3 % Runout Air Velocity: 576 ft./min. Actual Winter Infil.: 17 CFM Actual Loss: 0.276 in.wg./l00 ft. Actual Summer Infil.: 8 CFM Htg Sen Cig Lat Sen HTM LossHTM Gain G NE-Wall-12F1-Obw 11.7 X 9 105 0.072 4.8 507 1.6 0 171 NW-Wall-1 2F1-Obw 18.8 X 9 152 0.072 4.8 733 1.6 0 247 NW-GIs-A shgc-0.4 0%S 16.7 0.320 21.4 358 33.5 0 559 UP-Roof-18A1-46c 11.3 X 13.2 149.2 0.031 2.1 310 1.2 0 176 Subtotals for Structure: 1,908 0 1,153 Infil.: Win.: 16.8, Sum.: 7.6 274 4.500 1,232 0.826 154 226 Ductwork: 899 343 Room Totals: 4,039 154 1,722 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Buildinq Consultinq 4060 Ole Jule Ln Bay Shore.NY 11706 Pa a 30 Detailed Room Loads - Room 9 - 2nd Floor Bathroom 2/Closet/Stairwell Average Load Procedure)_ _ General _-- - --_ - Calculation Mode: Htg. & clg. Occurrences. 1 Room Length: 10.5 ft. System Number: 2 Room Width: 18.8 ft. Zone Number: 1 Area: 196.9 sq.ft. Supply Air: 36 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.2 AC/hr Volume: 1,772 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 36 CFM Percent of Supply.: 5 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 415 ft./min. Percent of Supply: 3 % Runout Air Velocity: 415 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.198 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item Area -U- Htg Sen Cig Lat Sen: Description _ _ _--__QuantitvValue ____---- Loss HTM Gain NE-Wall-12F1-Obw 10.4 X 10 99.5 0.072 4.8 480 1.6 0 162 NE-GIs-J shgc-0.4 0%S 4.7 0.320 21.4 100 33.4 0 156 UP-Roof-18A1-46c 10.5 X 18.8 196.9 0.031 2.1 409 1.2 0 232 Subtotals for Structure: 989 0 550 Infil.: Win.: 6.4, Sum.: 2.9 104 4.502 469 0.826 59 86 Ductwork: 418 158 Room Totals: 1,876 59 794 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Buildinq Consultinq 4060 Ole Jule Ln Bay h re NY 11706 _ Page 1 Detailed Room Loads- Room 10 - 2nd Floor Master Bathroom (Average Load Procedure_ General ---- — :: Calculation Mode: Htg. & clg. Occurrences. 1 Room Length: 17.4 ft. System Number: 2 Room Width: 9.1 ft. Zone Number: 1 Area: 158.2 sq.ft. Supply Air: 120 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 4.5 AC/hr Volume: 1,582 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 4 CFM Runout Air: 60 CFM Percent of Supply.: 3 % Runout Duct Size: 4 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 686 ft./min. Percent of Supply: 3 % Runout Air Velocity: 686 ft./min. Actual Winter Infil.: 16 CFM Actual Loss: 0.534 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area -U- Htg Sen CIg Lat Sen __-- __-- Quantity Value_--_---- HTM___-- Loss --__—HTM Gain_- SE-Wall-12F1-Obw 9.1 X 10 61.8 0.072 4.8 298 1.6 0 101 NE-Wall-12F1-Obw 17.4 X 10 169.5 0.072 4.8 818 1.6 0 276 NE-GIs-J shgc-0.4 0%S 4.7 0.320 21.4 100 33.4 0 156 SE-GIs-B 2 shgc-0.4 0%S (2) 29 0.320 21.4 622 40.2 0 1,166 UP-Roof-1 8A1-46c 17.4 X 9.1 158.2 0.031 2.1 329 1.2 0 186 Subtotals for Structure: 2,167 0 1,885 Infil.: Win.: 16.2, Sum.: 7.4 265 4.502 1,193 0.823 149 218 Ductwork: 962 523 Room Totals: 4,322 149 2,626 C \Users\rustr\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19. 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Buildinq Consultinq 4060 Ole Jule Ln Bay Shore,NY 11706 Page 32 Detailed Room Loads - Room 11 - 2nd Floor Master Bedroom (Average Load Procedure) General - - - Calculation Mode: Htg. & clg. Occurrences. 1 Room Length: 12.0 ft. System Number: 2 Room Width: 17.2 ft. Zone Number: 1 Area: 206.0 sq.ft. Supply Air: 166 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 4.8 AC/hr Volume: 2,060 cu.ft. Req. Vent. CIg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 4 CFM Runout Air: 83 CFM Percent of Supply.: 2 % Runout Duct Size: 5 in. Actual Summer Vent.: 6 CFM Runout Air Velocity: 609 ft./min. Percent of Supply: 3 % Runout Air Velocity: 609 ft./min. Actual Winter Infil.: 11 CFM Actual Loss: 0.308 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Cig Lat Sen DI escription _. Quantity Value HTM - Loss - HTM _Gain Gain' SE-Wall-12171-Obw 17.2 X 10 113.2 0.072 4.8 546 1.6 0 184 SE-GIs-C 2 shgc-0.4 0%S 18.5 0.320 21.4 397 40.2 0 743 SE-GIs-32 shgc-0.4 0%S 40 0.320 21.4 858 40.2 0 1,607 UP-Roof-18A1-46c 12 X 17.2 206 0.031 2.1 428 1.2 0 243 Subtotals for Structure: 2,229 0 2,777 Infil.: Win.: 10.5, Sum.: 4.8 172 4.503 773 0.821 96 141 Ductwork: 860 726 Room Totals: 3,862 96 3,644 C:\Users\rusty\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consultinq 4060 Ole Jule Ln Bay Shore.NY 11706 Page 33 Detailed Room Loads - Room 12 - 2nd Floor Master Bedroom Closets/Hall _(Average Load Procedure) _ Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 16.6 ft. System Number: 2 Room Width: 6.3 ft. Zone Number: 1 Area: 103.6 sq.ft. Supply Air: 21 CFM Ceiling Height. 10.0 ft. Supply Air Changes: 1.2 AC/hr Volume: 1,036 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 21 CFM Percent of Supply.: 7 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 243 ft./min. Percent of Supply: 3 % Runout Air Velocity: 243 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.070 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item Area -U Htg Sen Clg Lat Se _-_-_ -_--_--_-Quantitv Value_- ..----__HTM _- Loss__-- - HTM Gain-.--___-.--Gain SE-Wall-1 2F 1-Obw 6.2 X 10 62.5 0.072 4.8 302 1.6 0 102 SW-Wall-1 2F 1-Obw 4 X 10 40 0.072 4.8 193 1.6 0 65 U P-Roof-1 8A1-46c 16.6 X 6.2 103.6 0.031 2.1 215 1.2 0 122 Subtotals for Structure: 710 0 289 Infil.: Win.: 6.3, Sum.: 2.9 103 4.498 461 0.820 58 84 Ductwork: 335 93 Room Totals: 1,506 58 466 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Buildinq Consultinq 4060 Ole Jule Ln Bay Shore. NY 11706 Page 34 Detailed Room Loads - Room 13 - 2nd Floor Bedroom 4 /Hallway (Average Load Procedure Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 15.0 ft. System Number: 2 Room Width: 10.8 ft. Zone Number: 1 Area: 161.3 sq.ft. Supply Air: 73 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.0 AC/hr Volume: 1,451 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Runout Air: 73 CFM Percent of Supply.: 5 % Runout Duct Size: 5 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 533 ft./min. Percent of Supply: 3 % Runout Air Velocity: 533 ft./min. Actual Winter Infil.: 14 CFM Actual Loss: 0.237 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area -U- Htg Sen Clg Lat .,x Sean _peso g ion _ _ Quantity Value_ HTM Loss_ HTM NW-Wall-12F1-0bw 10.8 X 10 90.8 0.072 4.8 438 1.6 0 148 SW-Wall-12F1-0bw 11.8 X 10 118.3 0.072 4.8 571 1.6 0 193 NW-GIs-A shgc-0.4 0%S 16.7 0.320 21.4 358 33.5 0 559 UP-Roof-1 8A1-46c 15 X 10.8 161.2 0.031 2.1 335 1.2 0 190 Subtotals for Structure: 1,702 0 1,090 Infil.: Win.: 13.8, Sum.: 6.3 226 4.499 1,016 0.824 127 186 Ductwork: 778 318 Room Totals: 3,496 127 1,594 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. LAberdeen Buildinq Consultinq 4060 Ole Jule Ln BakShoreNY 11706 Page 35 Detailed Room Loads - Room 14 - 2nd Floor Loft Area (Average Load Procedure ----- Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 17.2 ft. System Number: 2 Room Width: 10.9 ft. Zone Number: 1 Area: 187.4 sq.ft. Supply Air: 108 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 3.5 AC/hr Volume: 1,874 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Runout Air: 108 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 552 ft./min. Percent of Supply: 3 % Runout Air Velocity: 552 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.197 in.wg./100 ft. Actual Summer Infil.: 3 CFM NW-Wall-1 2F1-Obw 10.9 X 10 65.7 0.072 4.8 317 1.6 0 107 NW-GIs-B 3 shgc-0.4 0%S (3) 43.5 0.320 21.4 933 33.4 0 1,455 UP-Roof-1 8A1-46c 17.2 X 10.9 187.4 0.031 2.1 389 1.2 0 221 Floor-R30 open crawl 3.5 X 8 28 0.052 3.5 98 1.1 0 32 Subtotals for Structure: 1,737 0 1,815 Infil.: Win.: 6.7, Sum.: 3.0 109 4.498 491 0.824 61 90 Ductwork: 638 474 Room Totals: 2,866 61 2,379 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Buildinq Consultinq 4060 Ole Jule Ln i Bay Shore NY 11706 Page 36 Detailed Room Loads - Room 15 - 2nd Floor Bathroom 4 (Average Load Procedure Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 16.2 ft. System Number: 2 Room Width: 8.0 ft. Zone Number: 1 Area: 129.3 sq.ft. Supply Air: 50 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.6 AC/hr Volume: 1,164 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Runout Air: 50 CFM Percent of Supply.: 5 % Runout Duct Size: 4 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 574 ft./min. Percent of Supply: 3 % Runout Air Velocity: 574 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.375 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Cig Lat Sen n Quantity _ Value HTM Loss HTM_ Gain SE-Wall-12F1-Obw 10.2 X 9 85.8 0,072 4.8 414 1.6 0 140 NE-Wall-1 2F1-Obw 4 X 9 36 0.072 4.8 174 1.6 0 59 SW-Wall-1 2F1-Obw 7.5 X 9 67.5 0.072 4.8 326 1.6 0 110 SE-GIs-F shgc-0.4 0%S 6.4 0.320 21.4 138 40.2 0 258 UP-Roof-1 8A1-46c 16.2 X 8 129.3 0.031 2.1 269 1.2 0 152 Subtotals for Structure: 1,321 0 719 Infil.: Win.: 12.0, Sum.: 5.4 196 4.501 881 0.822 110 161 Ductwork: 631 219 Room Totals: 2,833 110 1,099 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8 11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Buildinq Consultinq 4060 Ole Jule Ln Bay Shore,NY 11706 Page 37 Detailed Room Loads - Room 16 - 2nd Floor Bedroom 5 (Average Load Procedure Gen" Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 16.7 ft. System Number: 2 Room Width: 12.1 ft. Zone Number: 1 Area: 201.4 sq.ft. Supply Air: 206 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 6.8 AC/hr Volume: 1,813 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 7 CFM Runout Air: 103 CFM Percent of Supply.: 3 % Runout Duct Size: 6 in. Actual Summer Vent.: 7 CFM Runout Air Velocity: 525 ft./min. Percent of Supply: 3 % Runout Air Velocity: 525 ft./min. Actual Winter Infil.: 22 CFM Actual Loss: 0.178 in.wg./100 ft. Actual Summer Infil.: 10 CFM Item Area -U_ Htg Sen CIg Lat Sens Description Quantity_ Value_____HTM Loss HTM Gain Gain SE-Wall-1 2F1-Obw 12.1 X 9 68.7 0.072 4.8 332 1.6 0 112 NW-Wall-12F1-0bw 12.1 X 9 108.7 0.072 4.8 525 1.6 0 177 SW-Wall-12F1-0bw 16.7 X 9 131.6 0.072 4.8 635 1.6 0 214 SW-GIs-D shgc-0.4 0%S (2) 18.4 0.320 21.4 394 40.2 0 740 SE-GIs-33 shgc-0.4 0%S 40 0.320 21.4 858 40.2 0 1,607 UP-Roof-1 8A1-46c 16.7 X 12.1 201 A 0.031 2.1 418 1.2 0 237 Floor-R30 open crawl 12.1 X 16.7 201.4 0.052 3.5 702 1.1 0 230 Subtotals for Structure: 3,864 0 3,317 Infil.: Win.: 22.5, Sum.: 10.2 367 4.501 1,654 0.824 206 303 Ductwork: 1,580 901 Room Totals: 7,098 206 4,521 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8 11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Buildinq Consultinq 4060 Ole Jule Ln Bay Shore.NY 11706 __ _. _ Pa e 3 Room Cooling and Heating Loads Bar Graphs 0 a i C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting *--- 4060 Ole Jule Ln Bav Shore.NY 1 .... Page 39 Room Cooling and Heating Loads Bar Graphs 0 0 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 4060 Ole Jule Ln Bav Shore.NY 11706 Page 40 Room Cooling Loads Bar Graphs 0 u C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022. 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Buildinq Consultinq 4060 Ole Jule Ln -Oft Shore,NY 117 _- ----- _ - -_ Page 41 Room Cooling Loads Bar Graphs 0 0 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 4060 Ole Jule Ln Bay 5hgre,NY 11706 Pa a 42 System 1 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat CIg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 1 st Floor Great 677 16,657 217 5-6 539 11,604 427 529 529 Room 2 1 st Floor Pantry/ 150 1,707 22 1-4 233 446 52 20 20 Stairwell 3 1st Floor Bedroom 176 4,031 52 1-6 509 2,194 122 100 100 1 4 1 st Floor 55 2,550 33 1-4 452 865 101 39 39 Bathroom 1 5 1st Floor Foyer 146 2,326 30 1-4 580 1,110 56 51 51 6 1 st Floor Study/ 260 6,844 89 2-5 496 2,969 233 135 135 Pwdr Rm/ Mudroom/Hall 7 1st Floor Mech 35 2,431 32 1-4 305 584 114 27 27 Room Ventilation 2,206 889 606 Duct Latent 384 Return Duct 15 6 2 System 1 total 1,498 38,766 476 20,667 2,097 901 901 System 1 Main Trunk Size: 10x17 in. Velocity: 763 ft./min Loss per 100 ft.: 0.098 in.wg Cooling System - Cooling Sensible/Latent Sensible Latent Total _ Tons Split--- Btuh -_ Btuh - - Net Required: 1.90 91% /9% 20,667 2,097 22,764 Actual: 3.00 75% /25% 27,000 9,000 36,000 E ul ment Data - -- - -- Heating System Cooling System Type: Natural Gas Hot Water Space Heater Standard Air Conditioner Model: NHB-150 24ABC6364A""30 Indoor Model: Brand: Navien Efficiency: 95 AFUE 16 SEER Sound: 0 0 Capacity: 75,000 Btuh 36,000 Btuh Adjusted Capacity: n/a 36,000 Btuh Sensible Capacity: n/a 27,000 Btuh Adjusted Sensible Capacity: n/a 27,000 Btuh Latent Capacity: n/a 9,000 Btuh Adjusted Latent Capacity: n/a 9,000 Btuh AHRI Reference No.: n/a 8249371 C:\Users\rusty\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Buildinq Consulting 4060 Ole Jule Ln Bay shore.NY 11706 _ Pa e System 2 Room Load Summary_ j Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 8 2nd Floor 149 4,039 53 1-5 576 1,722 154 78 78 Bedroom 2 9 2nd Floor 197 1,876 24 1-4 415 794 59 36 36 Bathroom 2/ Closet/Stairwell 10 2nd Floor Master 158 4,322 56 2-4 686 2,626 149 120 120 Bathroom 11 2nd Floor Master 206 3,862 50 2-5 609 3,644 96 166 166 Bedroom 12 2nd Floor Master 104 1,506 20 1-4 243 466 58 21 21 Bedroom Closets /Hall 13 2nd Floor 161 3,496 46 1-5 533 1,594 127 73 73 Bedroom 4/ Hallway 14 2nd Floor Loft 187 2,866 37 1-6 552 2,379 61 108 108 Area 15 2nd Floor 129 2,833 37 1-4 574 1,099 110 50 50 Bathroom 4 16 2nd Floor 201 7,098 92 2-6 525 4,521 206 206 206 Bedroom 5 Ventilation 2,206 889 606 Duct Latent 391 Return Duct 12 13 2 System 2 total 1,493 34,115 415 19,748 2,018 859 859 System 2 Main Trunk Size: 10x16 in. Velocity: 773 ft./min Loss per 100 ft.: 0.104 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent T _ Tons Split -_Btuh- Btuh Btu Net Require;,, 1 81 91% / 9% 19,748 2,018 21,766 Actual: 3 00 75% /25% 27,000 9,000 36,000 Equipment Data - Heating System Cooling System Type: Natural Gas Hot Water Space Heater Standard Air Conditioner Model: NHB-150 24ABC6364A"'30 Indoor Model: Brand: Navien Efficiency: 95 AFUE 16 SEER Sound: 0 0 Capacity: 75,000 Btuh 36,000 Btuh Adjusted Capacity: n/a 36,000 Btuh Sensible Capacity: n/a 27,000 Btuh Adjusted Sensible Capacity: n/a 27,000 Btuh Latent Capacity: n/a 9,000 Btuh Adjusted Latent Capacity: n/a 9,000 Btuh AHRI Reference No.: n/a 8249371 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\4060 Ole Jule Ln.rh9 Tuesday, April 19, 2022, 8:11 AM HUNTER INSULATION oreew Vac- o"n ?® April 28,2025 RE: 4060 Ole Jule Lane Mattituck To Whom It May Concern, This is the certify that the above mentioned property was sprayed with no burn thermal barrier. 7ne ly, Welsh 675 Elton Street (631)283-4120 Riverhead,MY 11901 01 U.S. DEPARTMENT OF HOMELAND SECURITY OMB Control No,1660.0008 Expiration Date:06130/2026 MAY - 5 2025 •Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE ,,,•.. ;` ,`IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9.19 Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company,and(3)building owner. .ia,:ti:, •iti";:a.+.r �*r,g;.jt•,- 1�+", tee., - _ a: R);.i; ' r>,•:;'. <•].'i;' '' FOR INSURANCE COMPANY' t dP;:�Sha a..t.�t4,., ..5t<.�;¢'iyw ..�t,.Y r�7,. ,.,1 4<��!�;.F++,..:.$� F j�j� ;�}Fo'1, 'r9•}�y•.-y��.15F„[:ax:�•.':` �'`o;!�}r� YsC `11.. Ei,�:M1tb.,fkG,v ,ate r:A.'•Y•.iwCa1 ., k4�',prF,t:+.tns,.�A,�,(y�,�N;e�.�E:k.•�nSh^,K4g:+..51i�:'4:2:�:.:.M;r)�J'.•!!::_.... Al. Building Owner's Name: BOB FISCHER Policy'Number: A2. Building Street Address(including Apt„ Unit,Suite,and/or Bldg,No.)or P.O.Route and Box No,: Company NAiC Number:-- 4060 OLE JULE LANE City: MATTITUCK State: NY ZIP Code: 11952 A3. Property Description(e.g., Lot and Block Numbers or Legal Description)and/or Tax Parcel Number: 1000-122-4-26.2 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.): RESIDENTIAL A5. Latltude/longitude: Lat. 40°58'59"N Long. 72°31'45"W Horizontal Datum: ❑NAD 1927 ®NAD 1983 ElWGS 84 A6. Attach at least two and when possible four clear photographs(one for each side)of the building(see Form pages 7 and 8). A7, Building Diagram Number. 9 A8. For a building with a crawispace or enclosure(s): a) Square footage of crawlspace or enclosure(s): 1,410.00 sq.ft. b) Is there at least one permanent flood opening on two different sides of each enclosed area? ®Yes -❑ No ❑ N/A c) Enter number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade: Non-engineered flood openings: 0 Engineered flood openings: 7 d) Total net open area of non-engineered flood openings in A8.c: 0.00 sq. in. e) Total rated area of engineered flood openings in A8:c(attach documentation-see Instructions): 1,400.00 sq.ft f) Sum of A8,d and A8.e rated area(if applicable-see Instructions): 14,000.00 sq.ft. A9. For a building with an attached garage: a) Square footage of attached garage: 376.00 sq.fL b) Is there at least one permanent flood opening on two different sides of the attached garage? ❑Yes ® No ❑N/A c) Enter number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade: Non-engineered flood openings: 0 Engineered flood openings: 2 d) Total net open area of non-engineered flood openings in A9.c: 0.00 sq.in. e) Total rated area of engineered flood openings in A9,c(attach documentation--see Instructions): 400.00 sq.ft. f) Sum of A9.d and A9.e rated area(if applicable-see Instructions): 400.00 sq.ft. • .. .w: i .y'v.•:Yuti'Y' .•f:J/ .,. l:4ie., - v.;-K.'Y'•n'::}W2Y``'P.r�.+,'S•if``�h1t:.'tif•xl�,''..`;`r•'�41C1 ?Ij':"r.•t..y. +A:�n >.1�.MtM `,� - ' �f . .b'ti'C^::":5 tif.. � .r?i'i%r: :•k:P,..,�, ,,:, ` s...: q., `�.=fi>._ . Iy��. "TE. p:(j Rjym� oN. , y :ter. �. , ;�,<.:,.�:}- yyS�l2: p. •�:t�'"4f+ref yY,;a'.Y:�fi"..�r �•"'� ��'. ..�j•,�t.�. M ..t�.. k}.;�L'Y;j%�(�.r *1' ..�. :k'.!.r'> ,f'1�" ..tv ..i h. .•�. S+;f. '<•lJ.va.N Y--, ,1Pi:: .1�.)•'. VY.K!::::kt, .%ff.::'�a!,t'- .:bt. :'?'1.:SC;a�. .L_s: to •`+!a++J�. :{� rli. .:a�•.� 'tly`.:.,.5a'R,t..,{l�:.ns B1.a. NFIP Community Name:TOWN OF SOUTHOLD B1:b. NFIP Community Identification Number:360813 B2.County Name:SUFFOLK B3.State:NY B4.Map/Panel No.: 36103CO482 B5.Suffix:H B6.FiRM Index Date: 09/25/2009 B7. FIRM Panel Effective/Revised Date: 09/25/2009 B8.Flood zone(s): AE B9. Base Flood Elevation(s)(BFE)(Zone AO, use Base Flood Depth): 6 610. Indicate the source of the BFE data or Base Flood Depth entered in Item 139: ❑ FIS ®FIRM ❑Community Determined ❑Other: 1311. Indicate elevation datum used for BFE in Item 89: ❑NGVD 1929 ®NAVD 1988 ❑Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? (]Yes ®No Designation Date: ❑CBRS ❑OPA B13. Is the building located seaward of the Limit of Moderate Wave Action(LiMWA)? ❑Yes 0 No FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 2 of 19 ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR INSURANCE COMPANY USE 4060 OLE JULE LANE Policy Number: City: MATTITUCK State: NY ZIP Code: 11952 Company N,AIC Number: SECTION C--BUILDING ELEVATION.INFORMATION...(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ® Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al A30,AE,AH,AO,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO, A99.Complete Items C2.a-h below according to,the Building Diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized: NY PRECISION GPS NETWORK Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a)through h)below. ❑NGVD 1929 ®NAVD 1988 ❑Other. Datum used for building elevations must be the same as that used for the BFE.Conversion factor used? ❑ Yes ® No If Yes,describe the source of the conversion factor in the Section D Comments area.. Check the measurement used: a) Top of bottom floor(including basement,crawispace,or enclosure floor): ❑ feet ❑ meters b) Top of the next higher floor(see Instructions) ❑ feet ❑ meters c) Bottom of the lowest horizontal structural member(see Instructions): ❑ feet ❑ meters d) Attached garage(top of slab): ❑ feet ❑ meters e) Lowest elevation of Machinery and Equipment(M&E)servicing the building (describe type of M&E and location in Section D Comments area): ❑ feet ❑ meters 0 Lowest Adjacent Grade(LAG)next to building: ® Natural ❑ Finished 5.10 ® feet ❑ meters g) Highest Adjacent Grade(HAG)next to building: N Natural ❑ Finished 6.10 feet ❑ meters h) Finished LAG at lowest elevation of attached deck or stairs,including structural support: ❑ feet ❑ meters SECTION D SURVEYOR,ENGINEER;OR ARCHITECT CERTIFICATION . This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by state law to certify elevation information./certify that the information on this Ceftificate represents my best efforts to interpret the data available./understand that any false statement may be punishable by tine orimprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ®Yes ❑No ❑Check here if attachments and describe in the Comments area. Certifier's Name:PAT C SECCAFICO License Number:051040 Title: VICE PRESIDENT �` OF-NFL Company Name:SECCAFICO LAND SURVEYING c�� PRt ES Scc O� Address:500 MONTAUK HIGHWAY d o l City: MORICHES State: NY ZIP Code: 11955 — ^, _ fipz O Signature: Date: 09/28/2-023 Telephone: (631)878-0120 Ext.: Email:PSECCAFICO@HOTMAIL.COM �P ac �SeaLHe e Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including source of conversion factor in C2;type of equipment and location per C2.e;and description of any attachments): -THE DWELLING IS UNDER CONSTRUCTION, NO FLOORS ARE SET AT ELEVATION YET. -TOP OF FOUNDATION IS AT ELEVATION,7.86'. -THE LOWEST ENCLOSURE IS THE CRAWL SPACE. ALL VENTS ARE MANUFACTURED BY SMART VENT INC. MODEL#1540-510 AND EACH CERTIFIED FOR 200 S.F. -THERE IS NO MACHINERY PRESENT AS OF DAY OF CERTIFICATE. FEMA Form FF 206-FY-22-152(formerly 086-0-33)(10122) Page 3 of 19 ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9.19 Building Street Address(Including Apt,Unit,Suite,and/or Bldg.No.)or RO,Route and Box No.: FOR INSURANCE COMPANY USE 4060 OLE JULE LANE City: MATTITUCK State: NY ZIP Code: 11952 Policy.Number., Company NAIC Number: B W MAL, T For Zones AO,AR/AO,and A(without BFE),complete Items EI—E5,For Items EII—E4,use natural grade,if available. If the Certificate is intended to support a Letter of Map Change request,complete Sections A,-B,and C. Check the measurement used. In Puerto Rico only, enter meters. Building measurements are based on: E]Construction Drawings* [] Building Under Construction* [-] Finished Construction *A new Elevation Certificate will be required when construction of the building is complete, El. Provide measurements(C.2,a in applicable Building Diagram)for the following and check the appropriate boxes to show whether the measurement is above or below the natural HAG and the LAG. a) Top of bottom floor(including basement, crawispace,or enclosure)is: ❑ feet [] meters M above or E] below the NAG. b) Top of bottom floor(including basement, crawlspace,or enclosure)is: ❑ feet E] meters E] above or [] below the LAG. E2, For Building Diagrams 6-9 with permanent flood openings provided In Section A Items 8 and/or 9(see pages 1-2 of Instructions),the next higher floor(Cib In applicable Building Diagram)of the building Is: ❑ feet ❑ meters ❑ above or M below the HAG. E3. Attached garage(top of slab)Is: E] feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is: ❑ feet [] meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown The 16c-al official must certify this information in Section G., R R0, .0 pAu p1 The property owner'or owner's authorized representative who completes Sections A, B,and E for Zone A(without BFE)or Zone AO must sign here, The statements In Sections A B, and E are correct to the best of my knowledge F1 Check here if attachments and describe in the Comments area. Property Owner or Owners Authorized Representative Name: Address: City: State: ZIP Code: Signature: Date: Telephone: Ext.: Email: Comments: FEMA Form FF-206-PY-22-152(formerly 086-0-33)(10122) Page 4 of 19 ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9.19 Building Street Address(including Apt.,Unit Suits,and/or Bldg.No.)or P.O.Route and Box No.: FOR INSURANCE COMPANY USE 4060 OLE JULE LANE Policy Number: City,, MATTITUCK state: NY ZIP Code: 11952 Company NAIC Number:* j - 1, - - ...; T 5.0"i"WW MWE Rh�, ................................ try fi *L a�r. sN _wz The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Section A, B,C, E, G,or H of this Elevation Certificate.Complete the applicable item(s)and sign below when: G1. M The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by state law to certify elevation Information.(Indicate the source and date of the elevation data in the Comments area below.) G2.a, ❑ A local official completed Section E for a building located in Zone A(without a BFE),Zone AO,or Zone AR/AO,or when item E5 Is completed for a building located in Zone AO. G2.b. ❑ A local official completed Section H for insurance purposes. G3. ❑ In the Comments area of Section G,the local official describes specific corrections to the information in Sections A, 8,E and H. G4. D The following'Information(items G5—GI 1)is provided for community floodplain management purposes, G5. Permit Number: G6.Date Permit Issued: (37. Date Certificate of Compliance/Occupancy Issued: G8, *This permit has been Issued for [I New Construction 0 Substantial Improvement G9.a. Elevation of as-built lowest floor(Including basement)of the building: ❑feet ❑meters Datum: 139-b. Elevation of bottom of as-built lowest horizontal structural member: ❑feet ❑meters Datum: G10.a. BFE(or depth in Zone AO)of flooding at the building site: ❑feet ❑meters Datum: G10.b. Community's minimum elevation(or depth in Zone AO). requirement for the lowest floor or lowest horizontal structural member E]feet ❑meters Datum: G1 1. Variance issued? []Yes [] No If yes,attaoh documentation and describe in the Comments area. The local official who provides Information In Section G must sign here./have completed the information in Section G and certify thatitis correct to the best of my knowledge. If applicable, I have also provided specific corrections in the Comments area of this section, Local Official's Name: Title: NFIP Community Name: Telephone: Ext.: Email: Address: City: State: ZIP Code: Signature: Date: Comments(including type of equipment and location,per C2,e;description of any attachments;and corrections to specific information in Sections A, B, D, E,or H): FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 5 of 19 ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9.19 Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR INSURANCE COMPANY USE 4060 OLE JULE LANE Policy Number, City: MA"TUCK state: NY ZIP Code: 11952 Company NAIC Number;- J A.119 -,2; ,RA"OR..".0' The property owner,owner's authorized representative,or local floodplain management official may complete Section H for all flood zones to determine the building's first floor height for insurance purposes.Sections A, 13,and I must also be completed. Enter heights to the nearest tenth of a foot(nearest tenth of a meter in Puerto Rico).Reference the Foundation Type Diagrams(at the end of Section H Instructions)and the appropriate Building Diagrams(of the end of Section I Instructions)to complete this section. H1. Provide the height of the top of the floor(as indicated in Foundation Type Diagrams)above the Lowest Adjacent Grade(LAG): a) For Building Diagrams 1A,1B,3,and 6-9.Top of bottom E]feet E]meters []above the LAG floor(include above-grade floors only for buildings with subgrade crawlspaces or enclosure floors)is: b) For Building Diagrams 2A,28,4,and 8-9.Top of next [],feet E]meters [J above the LAG higher floor(I.e.,the floor above basement,crawispaca,or enclosure floor)is: H2. Is all Machinery and Equipment servicing the building(as listed In Item H2 instructions)elevated to or above the floor indicated by the H2 arrow(shown in the Foundation Type Diagrams at end of Section H instructions)for the appropriate Building Diagram? F] Yes FJ No & A-pp 414A t The property owner or owner's authorized representative who completes Sections A, B,and H must sign here. The statements in Sections A,B, and H are correct to the best of my knowledge.Note:If the local floodplain management officlal completed Section H,they should indicate In Item G2.b and sign Section G. F1 Check here if attachments are provided(including required photos)and describe each attachment in the Comments area, Property Owner or Owners Authorized Representative Name: Address: City: State. ZIP Code: Signature:- Date: Telephone: Ext.: Email: Comments: FEMA Form FF-208-FY-22-152(formerly 086-0-33)(10/22) Page 6 of 19 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 BUILDING PHOTOGRAPHS See Instructions for Item A6. Building Street Address(including Apt.,Unit. Suite,and/or Bldg No.)or P.O.Route and Box No.. FOR INSURANCE COMPANY USE 4060 OLE JULE LANE City: MATTITUCK State: NY ZIP Code: 11952 Policy Number, Company NAIC Number Instructions Insert below at least two and when possible four photographs showing each side of the building(for example, may only be able to take front and back pictures of townhouseslrowhouses). Identify all photographs with the date taken and"Front View,""Rear View," "Right Side View,"or"Left Side View."Photographs must show the foundation. When flood openings are present. include at least one close-up photograph of representative flood openings or vents,as indicated in Sections A8 and A9. Jj `7 �- r' i•F Photo One Photo One Caption- FRONT OF HOUSE Clear Photo One Photo Two Photo Two Caption REAR OF HOUSE Clear Photo Two FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10,22) Page 7 of 19 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 BUILDING PHOTOGRAPHS See Instructions for Item A6. Building Street Address(including Apt., Unit.Suite,and/or Bldg. No.)or P.O.Route and Box No.. FOR INSURANCE COMPANY USE 4060 OLE JULE LANE Policy Number: City: MATTITUCK State. NY ZIP Code: 11952 ------" Company NAIC Number: Instructions Insert below at least two and when possible four photographs showing each side of the building(for example, may only be able to take front and back pictures of town houses/rowhouses). Identify all photographs with the date taken and"Front View,""Rear View," "Right Side View."or"Left Side View."Photographs must show the foundation. When flood openings are present. include at least one close-up photograph of representative flood openings or vents,as indicated in Sections A8 and A9. r mow � Photo One Photo One Caption: LEFT SIDE OF HOUSE Clear Photo One 1 � r� I„ Photo Two Photo Two Caption RIGHT SIDE OF HOUSE Clear Photo Two FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10122) Page 7 of 19 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 BUILDING PHOTOGRAPHS Continuation Page Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P.O.Route and Box No.: FOR INSURANCE COMPANY USE 4060 OLE JULE LANE City: MATTITUCK State. NY ZIP Code: 11952 Policy Number: Company NAIC Number: Insert the third and fourth photographs below. Identity all photographs with the date taken and"Front View,""Rear View," "Right Side View,"or"Left Side View."When flood openings are present, include at least one close-up photograph of representative flood openings or vents,as indicated in Sections A8 and A9. ss us s11 y I3a:r" �Lc_i.L�.�e..ra:«.s_i.3.:c.s._ tllSff 4N�!�i/E i■.1F�liA'7tl'1�f�Kti`RJIl1rS080Y sssl�l2°-'r�Rfrl g��a �rs+ecs'S.ix•4�1f'."+f- n. ,,... WNW WNW Photo Three Photo Three Caption: VENT Clear Photo Three •' �rw WWWWWWWWWWAWAM 1 Photo Four Photo Four Caption: VENT SPECS Clear Photo Four FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 8 of 19 _/tom � ��•�.� � 7� .♦ '� �4' � S;� rs,l .� .`t � , �,, �.. X- _ r W �'r •Y �t� ^+i. �7�;gC.��r-� f .t. �' A j.� '�.: t j��t jam•. 4�- 4� ., � nkK..�tom,. .^' rdi �<+"i x *.. Art''^ - ez i � �° ` ^� ,� . � � . � . .f . ��\ , grf ��; /�d $��\ a 2 / \ � �� % � t At ?". �. .. s z tiY � k Y 1 r ta.f i .. _. � __... __...__.._.__..._.__._w._..._. �_. r, 1 �: I __ ` �. <. V Y`1`_ ..r.+w........., W.. i f� �s x a ar. `ti • _y.. _ r� r* M r 1 • f r• p ti►r, i r * " quard", toe •�i dfYIMY� ah ma ..... - - - - - apt kN 1 . pm47iiiuord ' C.,rNfluci to A%t Nr Y „� •IM.M...WNI� "� : . t�tdwWly��M\.1w Home Energy Rating Certificate Rating Date: 2024-08-27 Final Report Registry ID: 982008451 Ekotrope ID: dWPxw9Kv Index • Annual • Home: Your home's HERS score is a relative 1 . 1 Ole Jule Lane performance score.The lower the number, 56learn the more energy efficient the home.To $ 2,313 Builder: to an Bob Fisher Your Home's Estimated Energy Use: This home meets or exceeds the Use (Metul Annual cost criteria of the following: Heating 74.8 $452 2020 New York ECCC Cooling 2.1 $140 2018 International Energy Conservation Code Hot Water 18.6 $93 Lights/Appliances 24.7 $1,646 Service Charges $192 Generation (e.g.Solar) 0.0 $0 Total: 120.2 $2,522 HERSIndex Home Feature Summary: Rating Completed by: ,•,,,gawn Home Type: Single family detached Energy Rater: Michael Catalano ISO Model: N/A EM1srm` t•• Community: N/A RESNET ID: 0210214 Manses Uo Conditioned Floor Area: 3,276 ft2 Rating Company: Green Guru LLC s» Number of Bedrooms: 5 12 Arbutus Court 10 Reference _:. ' • Primary Heating System: Furnace•Propane•92 AFUE 631-398-6906 Mome Primary Cooling System: Air Conditioner.Electric•14 SEER •o Primary Water Heating: Residential Water Heater.Propane•0.72 UEF Rating Provider: RATERusa t, House Tightness: 1562.3 CFM50(3.00 ACH50) 85 BOX 1280 J& Ventilation: 150 CFM•80 Watts•ERV S 273 7872 so Duct Leakage to Outside: Untested Forced Air 'o This How Above Grade walls: R-19 ••+•• c to Ceiling: Vaulted Roof,R-30 o Window Type: U-Value:0.29,SHGC:0.32 AticAfiW kill Ciile, Zero� o Foundation Wails: N/A framed Floor: R 30 Michael Catalano,Certified Energy Rater o,,,,.,,., �' s.rs•.�r Digitally signed: 10/9/24 at 7:08 PM Lkotrope RATERVersion:4.0-23497 ekotrope The EnergyRating Disclosure for • • from •• • d Rating Provider. reportThis does not • or guarantee. IECC 2018 Performance Compliance Property Organization Inspection Status 4060 Ole Jule Lane Green Guru LLC 2024-08-27 Mattituck,NY 11952 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered 0210214.422.40600leJuleLanel1952 Builder (Confirmed) Bob Fisher Annual Energy Cost Design IECC 2018 Performance As Designed Heating $3,558 S3,389 Cooling S250 $239 Water Heating 5762 $762 Mechanical Ventilation S86 S124 SubTotai-Used to determine compliance $4,656 $4,514 Lights&Appliances%Y/out Ventilation S1,156 S1,156 Onsite generation SO SO Total $5,812 $5,670 R405.3 Source Energy Exception:The proposed home uses 3.7 MBtu LESS source energy than the reference home. Requirements ® R405.3 Performance-based compliance passes by 3.1 The proposed house meets the IECC 2018 Performance reference energy bill requirement by 5142.29(3.7 M81tui. ® R402.4.1.2 Air Leakage Testing Air sealing is 3.00 ACM at 50 Pa.it must not exceed 3.00 ACH at 50 Pa. ® R402.5 Area weighted average fenestration SHGC Area-weighted average fenestration SHGC is 0.32.The maximum allowed value is[No Limit]. ® R402.5 Area-weighted average fenestration U-Factor ® R404.1 Lighting Equipment At least 90.010 of fixtures shall be high-efficacy lamps,currently 100.01.are high-efficacy. ® R403A.1 Mechanical Ventilation Efficacy ® R403.3.3 Duct Testing ® Idlandatory Checklist Mandatory code requirements that are not checked 20181ECC Mandatory Checklist must be checked as complete. by Ekotrope must be met. ® IRC M 1505.43 Mechanical Ventilation Rate ® R405.2 Duct Insulation All ducts outside the thermal envelope must be insulated to at least R6.0. Design exceeds requirements for IECC 2018 Performance compliance by 3.1%. As a 3rd party extension of the code misdiction utilizing these reports.I certify that this energy code compliance document has been created rn accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.If rating is Projected.I certify that the building design described herein is consistent with the building plans, specifications,and other calculations submitted r+fRh the permit apolication.If rating is Confirmed,I certify that the address referenced above has been inspected tested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. Name: Michael Catalano Signature: I kc(ieiel'Gi1,tite-o � Organization: Green Guru LLC Digitally signed: 10/9/24 at 7:08 PM Ekotrope RATER-Version 4.0.2.3497 IECC 2018 Performance compliance results calculated using Ekotrope RATER s energy and code compliance algorithm. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the Information sha+:n on this report. 4060 Ole Jule Lane Mattituck, NY 11952 Builder:Bob Fisher THIS HOME IS CERTIFIEDTO MEET THE 2018 INTERNATIONAL • ` • CODE Building Features Ceiling Vaulted Roof,R-30 Duct Supply R-8.0,Return R-8.0 Above Grade Wails R-19 Duct Leakage to Outside Untested Forced Air(Exempt) Foundation Walls N/A Total Duct Leakage Untested(Exempt) Framed Floor R-30 Heating Furnace•Propane•92 AFUE Slab N%A Cooling Air Conditioner•Electric•14 SEER Infiltration 1562.3 CFM50(3.00 ACH50) Water Heating Residential Water Heater•Propane•0.72 UEF Window U-Value:0.29,SHGC:0.32 Asa 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.If rating is Projected.I certify that the building design described herein is consistent with the building plans,specifications, and other calculations submitted with the permit application.if rating is confirmed.I certify that the address referenced above has been inspectecUtested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. Name: Michael Catalano Signature: AlicArel(afa4,-ne Organization: Green Guru LLC Digitally signed: 1009t24 at 7:08 PNI Ekotrope RATER-Version 4.0.2.3497 20181ECC compliance results calculated using Ekotrope RATER energy and code compliance algorithm. Ekotroo?RATER;s a RESNET Accredited HERS Rating Tool.All results are based on data?ntered by Ekotrooe users. Ekotrope disclaims all liability for the information she New York ECCC 2020 Performance Compliance Property Organization Inspection Status 4060 Ole Jule Lane Green Guru LLC 2024-08-27 Mattituck,NY 11952 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered 0210214.422.40600leJuleLane11952 Builder (Confirmed) Bob Fisher Annual Energy Cost Design New York ECCC 2020 Performance As Designed Heating 54,105 53,389 Cooling $258 $239 k later Heating 5762 $762 Mechanical Ventilation S43 $124 SubTotal-Used to determine compliance $5,168 $4,514 Lights&Appliances w/out Ventilation $1,156 $1,156 Onsite generation 50 SO Total $6,323 $5,670 R405.3 Source Energy Exception:The proposed home uses 18.8 MBtu LESS source energy than the reference home. Requirements ® R4053 Performance-based compliance passes by 12 F The proposed house meets the New York ECCC 2020 Performance reference energy bill requirement by 5653.49,18.8 MBtu). R402,4.1.2 Air Leakage Testing Air sealing is 3.00 ACH at So Pa.It must not exceed 3.00 ACH at 50 Pa. 0 R402.5 Area weighted average fenestration SHGC Area-weighted average fenestration SHGC is 0.32.The maximum allowed value is[No Limit;. 0 R402.5 Area-weighted average fenestration U-Factor 0 R404.1 Lighting Equipment At least 90.01-t of fixtures shall be high-efficacy lamps,currently 100.00-are high-efficacy. 0 R403.6.1 Mechanicat Ventilation Efficacy ® R403.3.3 Duct Testing ® Mandatory Checklist Mandatory code requirements that are not checked New York 2020 Mandatory Requirements must be checked as complete. by Ekotrope must be met. ® PAM Mechunicat Ventilation Rate ® R403.2 Duct Insulation All ducts outside the thermal envelope must be insulated to at least R6.0. Design exceeds requirements for New York ECCC 2020 Performance compliance by 12.6%. As a 3rd parry extension of the code jurisdiction utilizing these reports.I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted international Energy Conservation Code based on SUFFOLK County.if rating is Projected.I certify that the building design described herein is consistent with the building plans, specifications,and other calculations submitted with the permit application.K rating is Confirmed I certify that the address referenced above has been inspected tested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another parry. Name: Michael Catalano Signature: laticf Organization: Green Guru LLC Digitally signed: 10/9/24 at 7:08 PM Ekotrope RATER-Version 4.0.2.3497 Newyork ECCC 2020 Performance compliance results calculated using Ekotrope RATER s energy and code compliance algorithm,including appropriate amendments. Ekotrooe RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Exotrope disclaims all liability for the information shown on this report. 4060 Ole Jule Lane Mattituck, NY 11952 Builder:Bob Fisher THIS HOME IS CERTIFIED TO MEET THE NEWYORK2020 ENERGY CODE Building Features Ceiling Vaulted Roof,R-30 Duct Supply R-8.0,Return R-8.0 Above Grade Walls R-19 Duct Leakage to Outside Untested Forced Air(Exempt) Foundation Walls N/A Total Duct Leakage Untested(Exempt) Framed Floor R-30 Heating Furnace•Propane•92 AFUE Slab N/A Cooling Air Conditioner•Electric- 14 SEER Infiltration 1562.3 CFM50(3.00 ACH50) Water Heating Residential Water Heater•Propane•0.72 UEF Window U-Value:0.29,SHGC:0.32 As a 3rd party extension of the code jurisdiction utilizing these reports,i certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted international Energy Conservation Code based on SUFFOLK County.If rating Is Projected.I certify that the building design described herein is consistent with the building plans,specifications. and other calculations submitted with the permit application.if rating is Confirmed.I certify that the address referenced above has been inspected.teged and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the 1ECC or will be verified as such by another party. Name: Michael Catalano Signature: Aki'l ael('afala," Organization: Green Guru LLC Digitally signed: 10/9/24 at 7:08 Phi Ekotrope RATER-Version 4.0.2.3497 New York ECCC 2020 Certificate compliance results calculated using Ekot•ope RATER's energy and code compliance algorithm,including appropriate a(-erra rents. Ekotrocre FATER is a RESNET Au•edlt?d HERS eatir.c Toot APR esURs are based on data entered by Ekovocre users. Ekotrope Energy Code Inspection Checklist Property Organization Inspection Status 4060 Ole Jule Lane Green Guru LLC 2024-08-27 Mattituck,NY 11952 Michael Catalano Rater 10(RTIN):0210214 RESNET Registered 0210214.422AO6001e)uleLane11952 Builder (Confirmed) Bob Fisher General Building Information Conditioned Area(sq ft) 3,276 Conditioned Volume(cubic ft) 31,245 Insulated Shell Area(sq ft) 8,746.09 The building energy model in Ekotrope reflects the building assemblies and energy features listed below.Sometimes energy features will change in the field from what has been modeled.The inspection process should identify any changes and ensure that the home continues to meet the applicable energy code. Slab None Present Framed Floor Name:First over crawl(1,512.6 s.f.) R-0 continuous insulation,R-30 cavity insulation Insulation Grade:I Name:First over Ambient(19.1 s.f.) 1 R-0 continuous insulation,R-30 cavity insulation Insulation Grade:I Foundation Wall None Present Above Grade Wall Name:AGW(3,122.56 sf.) ' R-0 continuous insulation,R-19 cavity insulation Insulation Grade:I Name:AG%41 to Garage(265 s.f) R-0 continuous insulation,R-19 cavity insulation Insulation Grade:III Rim Joist 1 Energy Code Inspection Checklist Property Organization Inspection Status 4060 Ole Jule Lane Green Guru LLC 2024-08-27 Mattituck,NY 11952 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered 0210214.422.40600leJuieLane11952 Builder (Confirmed) Bob Fisher Name:Rim Joist(145.83 s.f.) _ R:19.00 f Name:Rim to Garage(26.5 s.f.) R:20.00 Name:Band Joist(198.5 s.f.) R:20.00 Ceiling/Roof Name:Roof(3,456 s.f.) R-0 continuous insulation,R-30 cavity insulation Insulation Grade:I Opaque Door Name:Front Door(13.63 s.f.) R:3.40 Name:Double SEving Door(16.62 s.f.) R:3.40 Name:Double Swing Door (16.62 s.f.) R:3.40 Name:Sliders fixed(32.88 s.f.) R:3.40 Name:GR Door(8.1 s.f.) R:3.40 Name:Door to Garae(21 s.f.) R:3 A0 Glazing. 2 j Name:1 (16.02 s.f.), U:0.290, SHGC:0.32, Orientation:NORTH Energy Code Inspection Checklist Property Organization Inspection Status 4060 Ole Jule Lane Green Guru LLC 2024-08-27 Mattituck,NY 11952 Michael Catalano Rater ID(ATIN):0210214 RESNET Registered 0210214.422.40600leJuieLane11952 Builder (Confirmed) Bob Fisher Name:2(16.02 s.f.), U:0.290, SHGC:0.32, Orientation:NORTH �f Name:3(14.54 s.f), U:0.290, SHGC:0.32, Orientation:NORTH J_—t• Name:4(14.54 s.f.), U:0.290, SHGC:0.32, Orientation:NORTH Name:5(16.02 s.f.), U:0.290, SHGC:032, Orientation:NORTH Name:6(6 s.f.), U:0.290, SHGC:0.32, Orientation:NORTH Name:7(18.39 s.f.), U:0.290, SHGC:0.32, Orientation:NORTH Name:8(18.39 s.f.), U:0.290, SHGC:0.32, Orientation:NORTH Name:9 SL1 (11.6 s.f.), U:0.290, SHGC:0.32, Orientation:NORTH Name:10 Front Door(10.37 s.f), U:0.290, SHGC:0.32, Orientation:NORTH Name:11 SL2(11.6 s.f.), U:0.290, SHGC:0.32, Orientation:NORTH Name:12(18.39s.f.), U:0.290, SHGC:032, Orientation:NORTH Name:13(18.39 s.f.), U:0.290, SHGC:0.32, Orientation:NORTH Name:14(8.98s.f.), U:0.290, SHGC:0.32, Orientation:WEST Name:15(8.98 s.f.), U:0.290, SHGC:0.32, Orientation:WEST Name:16 GR Door(11.9 s.f.), U:0.290, SHGC:0.32, Orientation:WEST Name:17 Double Swing Door(23.38 s.f.), U:0.290, SHGC:0.32, Orientation:SOUTH i Name:18(6 s.f.), U:0.290, SHGC:032, Orientation:SOUTH 3 Energy Code Inspection Checklist Property Organization Inspection Status 4060 Ole Jule Lane Green Guru LLC 2024-08-27 Mattituck,NY 11952 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered 0210214A22.40600leJuleLane11952 Builder (Confirmed) Bob Fisher Name:19(18.39 s.f), U:0.290, SHGC:0.32, Orientation:SOUTH Name:20 Double Swing Door(23.38 s.f.), U:0.290, SHGC:032, Orientation:SOUTH ��----((; Name:21 (18.39 s.f.), U:0.290, SHGC:0.32, Orientation:SOUTH Name:22(1454 s.f.), U:0.290, SHGC:0.32, Orientation:SOUTH Name:23(14.54 s.f.), U:0.290, SHGC:0.32, Orientation:SOUTH Name:24(30.35 s.f.), U:0.290, SHGC:0.32, Orientation:SOUTH Name:25 Sliders Fixed(95.12 s.f.), U:0.290, 5HGC:0.32, Orientation:SOUTH Name:26(15.35 s.f.), U:0.290, .SHGC:0.32, Orientation:SOUTH Ell Name:27(27.04 s.f.), U:0.290, SHGC:0.32, Orientation:SOUTH Name:28(4.78 s.f.), U:0,290, SHGC:0.32, Orientation:EAST Name:29(4.78 s.f.), U:0.290, SHGC:0.32, Orientation:EAST Name:30(8.98 s.f.), U:0.290, SHGC:0.32, Orientation:EAST Name:1 (8.98 s.f.), U:0.290, SHGC:0.32, Orientation:EAST Skylight None Present Mechanical Ventilation ' Mechanical ventilation system rated for,and capable of,providing continuous ventilation. System shall include automatic timing controls. System type:ERV,24 hrslday,80 Watts 4 Energy Code Inspection Checklist Property Organization Inspection Status 4060 Ole Jule Lane Green Guru LLC 2024-08-27 Mattituck,NY 11952 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered 0210214A22.406001eJuleLane11952 Builder (Confirmed) Bob Fisher Mechanical Equipment 11ater Heating•Propane•100%HotVlater Load @ 0.72 UEF AH1 •Electric•100%Cooling Load @ 14 SEER Prop Boiler•Propane•100%Heating Load @ 92 AFUE Air Leakage Control ! Test Status:Blower-door tested House is air-sealed as to achieve 1,562 CFM50(3.00 ACH50)or less at final blower-door test. Infiltration Requirements for IECC in Climate Zone 4 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015 IECC Infiltration limit for the design home is 3 ACH50. 2018 IECC Infiltration limit for the design home is 3 ACH50. 2021 IECC Infiltration limit for the design home is 5 ACH50. Duct Leakage Duct System 1 All ducts and equipment within conditioned space Untested 5 Energy Code Inspection Checklist Property Organization Inspection Status 4060 Ole Jule Lane Green Guru LLC 2024-08-27 Mattituck,NY 11952 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered 0210214.422.40600leJuleLane11952 Builder (Confirmed) Bob Fisher Duct Leakage Code Requirements for IECC 20091ECC: Postconstruction Leakage Test:Duct Leakage to Outdoors<=8 CFM25/100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=6 CFM25/100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=4 CFIV125/100 sq ft CFA. 2012 IECC Mandatory,2015,2018,&2021 IECC Prescriptive Paths: Postconstruction Leakage Test:Total Duct Leakage<=4 CFM25/100'sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=4 CFM25 1100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=3 CFM25/100 sq ft CFA. Note:IECC 2021 requires Total Duct Leakage<=8 CFM25 100 sq ft CFA when all ducts and air handlers are within the building thermal envelope. 2015 and 2018 IECC Performance Paths(Cost Compliance): Leakage testing is required UNLESS all ducts and air handlers are located entirely within the thermal envelope. There is no pass/fail threshold for duct leakage on the performance path. Project Notes MAC Notes: 6 Building Summary Property organization Inspection Status 4060 Ole Jute Lane Green Guru LLC 2024-08-27 Mattituee,NY 11952 Michael Catalano Rater ID(RT114:0210214 RESNET Registered(Confirmed) 0210214.422ACACO1eJula-LaneII952 Builder Bob Fisher General'B ,illdmg information _NumberOfl3edroorms 5 Number Of Floors 2 Conditeorl�dFiaorAteadsc Has E(ectacUehicle Ready Space Yes CondmonedVolume[cu ft j 31 245 _ _ . _. . _ iotai Units in Building Residence Type _ .w ._ __w ., __.., _ .. Singlefamilydetached - Plumb�e of Floors m 6u,id(n9..._._ ._..,_- _. . Floor Number - _._.z- ....., _ Model RESNEFfIECC200&2018 Climate Zone,__ _._-_._.._4A ECC ._.. I 2021 Climate Zone 4A Foundation Wall x S r Y� F _�' ��, None Present `Foundation�WallkL>tbraryrl�st k' ' � 4° ,�� J, � - None Present S} ( e None Present Slab L�iarary�List-�� yyn _ None Present 'Framed`Floor .s V f . . ro Name Librarylypo� Carpet a Floor Grade Surface Area Location First oisr Ambient(: R-30Fioar ) .- AboireGrade 19.1ft'( Exposed Exterior First over uaxl, R-30floor 1' , ' Above Grade: 1,512.6ft'� Ventececrawl Building SurnMary Property Organisation Inspection Status 4060 Ole Jule Lane Green Guru LLC 2024-08-27 Mattituee,NY 11952 Michael Catalano Rater ID(f T{D93:0210214 RESNET Registered(Confirmed) 0210214.422A06001esuleLane11952 Builder Bob Fisher Framed�Ftoor'1 b,raejr,List Name Effective R-value R-30 Hrsorl 29-504 Rim!Dist Name UbraryTjpe Surface Area Location Band Joast`' R 1qA 198.5 tt-:' '' Exposed Exterior;, Rim lo)s 0119.0 1 15 8 fY Exposed Exterior Rim to Garag_= <. R 75.dk' 26.5 ft';' �.-.",, . '_ '. .Exposed Exterior is'Rim Jo Library,List Name Effective Insulation R-value R19,0f 2t�00 R 19.0: 49.00 watt Name Library7ype Surface Color Solar Absorptance Surface Area Location AG"; Medium U.7ai 3,1226ft ExposedEliter(or AGV1to Garages R-19 e,Aediurn; 0.75` 265.0 ft2l Unconditioned attached 4. garage: WaRLibrar;�r List r ._ Name Effective R•value R-79` 74.54l, 2 Building Summary Property Organization Inspection Status 4060 Ole Jule Lane Green Guru LLC 2024-08-27 Mattituc%,14Y 11952 Michael Catalano Rater ID CRT 1T1):0210214 RESNET Registered(Confirmed) 0210214.422A06WIalufeLanel1952 Builder Sob Fisher Glazing Name Library Type Wall Foundation Wall Is Operable Overhang OverhangFtTo OverhangFtTo Orientation SurfaceArea Assignment Assignment Depth Top Bottom, B,`, vinyl'OH.29132; AGM. Yes; 0.51 259 793 North 16.0fe i 1 l�nylDK29132', AGW Yes', 1t 0.9 5.37 East 9.0 it: r •! IOFrontD007'' Viny1,01-1.291321 AGV1.. Yes 2j 1.69, 6.85 North 10-if l l 5L2� .Vrnyl 0H.29132' AGW Yes'. 2i 1.22 7.56 North 11.6 ft' 72 �ftfifl D:^29/32 AGYf yes 1;• I r7 792 North 1&4 f: • 5 13! Vinyl DH.29s32i AG J tics': 1, 1.87 7.92 North 18.4 if 14f Mnyl DH 29132; AGIM, lcsj. 0.51 3.91 8.38 West 9.0 ff 15! Vinyl DH.29132% AGW Yes. 05! 4.16 8.63 West 9.0 ff= 1 � 16GRD00rjr Viny1DH:29/32j AGW Yes, 12.51 1.37 8.37 West 11.9fe 17 Double Smino Door'.Vinyl DW.29132` AGW'. tzs _ lj 05 73 South 23.4 fe 18 Vinyl DK29f32, AGW Y=_s': _ 1 1.83 483 South 6.0 ft' � i 3 19 Vinyl DK291321 AGIY Yes: 1 a 4 10.05 South I SA fY 21 ?dlhy!D 1.291321 AGLV YesN 0_5; 3A7 881 North 16.0 ft= 20 Double S,.,Mg Doorj Vinyl Mi.Z0132� AGI✓ 1_s': i 6.26 13.26 South 23.4 ft1 7 i 21; Vinyl DH,2 9132; AGPd 4 s 9 6.26 1231 South 18.4 fe ' 221, 'VinylDH.29132; AGW Yes;' t{ 4 10.06 South 14,5fP -• i 23i -Vinyl DH.29132 AGVd Yesy, 1j 3 9.06 South 145fP 24 •Vinyl DH.291321 ±'GId Yes' - 1 3 8.05 South 30A ft= 25 Sliders Faed,' vinyl DH.2913Z AGW, YES tt 1 6.05 South 93.1 ftl ) 26' VnylDH.29131 AG*d Yes i� 1.25 63 South 15Afe 1 I 2r• Vinyl DW,29132j AGW Y>s - '1° 0.92 5.39 South 27.O fe 28� V myl DW.-132': AGW Yes' 0-5. 3.7 6.08 East 48 ft i 1 29 Vinyl D14.291321 AGW Yes: .0.5� 4.21 659 cast 4.8 fe 3q VnylDK2913i AGYd � tes'., 0s1 4.05 11.01 North 145'.r 30; Vinyi DH.29132 AGFd Yes; 1? 0.9 5.37 East 9.0 fr i 3 Building Summary Property Organization Inspection Status 4060 Ole Jule Lane Green Guru LLC 2024-08-27 MattitucX NY 11952 ntichael Catalano Rater ID(R7I*-0210214 R"cSNET Registered(Confirmed) 0210214.422.E 0600l~_Juf=Lanel 1952 Builder Bob Fisher Name L"brarylype W4all FoundationlVall IS Operable Overhangg OverhangFt7o OverhangftTo Orientation Surface Area Assignment Assignment MM Top Bottom Vulyl DH29131 AGVd YFs 05,E 3A7 9.53 North 145 ft' 53=_VinyID1129I32i AGW Yes; •OSf 259 7.93 North 16.0ff i 3 6 Vinyl DH.29F3i AGW yes'. 1 2.22 5.22 North 6A ft 71 Vinyl DH.29132, AGVT 525R 4 1.87 7.92 North 18.4 f i 8, Vinyl DN..291321 AG`N Yes; 1 1.87 ?92 NOrth I SA f: 95LEi _VIny1DIf29!32 Ass Yes 2'' 1.22 7.56 North 11.6fY Glazing Library List Name Shgc U-factor Vinyl DH.29/32� 0.32 O.290 Skylight None Present Skylight Library List None Present 4 Building Summary Property organization Inspection Status ^060 Ole Jule Lane Green Guru LLC 2024-08-27 Mattituc'x NY 11952 Michael Catalano Rater ID[R-RM:0210214 RESNET Registered(Confirmed) 0210214.422A06001,ulel-ane i 1952 Builder Bob Fisher Opaque Door Name LibraryType WaRAssignment Foundation Wall Emittance Solar Absorptance Surface Color Surface Area location Assignment DoartoGare'• 2-14'? AGVtoGa"age. 09 0.751 Wkediunm 21.0ft' Unconditioned, f' InsulatedR3*,—1, attached garage Double SvAngDoor' 2-1/4 AGtY 0.9 0.751 Medium 16.5f Exposed Exterior •Inst.^latedEi3•.•1; . Double Swine Door . May AGUJ. 0.9 0.75j Msdiurn 16.6fe Exposed Exterior insuiatedR3,',I i ' b on:Door 2-ifs' AGSi 0.9 : 075' Medium 13.6W Exposed Exterior InsulatedU-11 GRDoori 2-114 AGW 0.9 0-751 Medium 8.1 W Exposed Exterior InsulatedR3*1tT i Sliders fixed! 2-1/4 AGt"J, 0.9 0.75! Medium 32.9ft' Exposed Exterior 4 InsulatedR3-11'. 1 Opaque Door Library List Name Effective R-value 2-114 InsulatzdR3-11I 3.40 Roof Insulation Name library Attic Clay or Doesthe RoofStope Ceiling EaveHeight Eave Surface Solar Surface Location Type Exterior Concrete Roof have Framing in.] Length[in.] Color Absorptance Area Area(ffl Roof Tiles Eaves? Height(in.) Roof, R-30. 3A56', No No WAI WA N/A WA Medium 0.75 3.456.0 ft:Vaulted Roof 1 Vaulted Roof Insulation Library List Name Has Radiant Barrier Effective it value 11-313 Vaulted No. 2&32 I i 5 1 Building Summary Property Organization Inspection status 4060 Ole Jul Lane Green Guru LC 202108-27 Mat titua NY 11952 Michael Catalano Rater ID(UL,41:0210214 RESNET Rsoistered(Confirmed) 0210214.»22.305001--lu!eLanei1952 Builder Bob Fisher Whole House Infiltration Infiltration MeasurementType Shelter Class 15623 CFW,at30 Pa SBoclrq=door t;--tz-C'. 2 t " Mechanical Ventilation Ventilation7ype Ventilation Rate Ift"I operational hours Fanyfatts Runs once every Energy Recovery Model Number Manufacturer Minutel per day three hours Percent ER1d' 150CFM 28, SOtGa.s� Yea, i5'- Lighting ?e Interior Fluorescent 4b Interior LED Lighting 4o Exterior Fluorescent ?o Exterior LED Lighting ?i Garage Fluorescent 16 Garage LED Lighting Lighting Lighting Lighting 0% 100. 0'- 100i 0! 100 r t i Onsite Generation None Present Onsite Generation Library List None Present Solar Generation None Present N Dehumidifier None Present 6 Building Summary Property Organisation Inspection Status 1060 Ole Jule Lane Green Guru LLC 2024-08-27 Mattltucc NY 11952 Michad Catalano Rater ID{RT130:0210214 RESNET Registered(Confirmed) 0210213.422st0600leJuleLane)1932 Builder Eob Fisher Dehumidifier Library List None Present Whole House Fan None Present Whole House Fan Library List None Present Conditioning.Equipment Name Library Type Serial Number Heating Percent Load Cooling Percent Load Hot Water Percent Load Location AHU tazE"eRAC:ton [r5! 7005a 0o Conditioned Space Prop Boileq 92.--FUE Prop Furn 60k8 u 100 ` Q:� 0 e' Conditioned Space i t'lat:rE eadnah 3GatProp35 0?c' Q.a 100To Unconditioned Garage Equipment Type:14SEER A/C 4 ton Equipment Type - _ w-_,- __- • ,._ _ _ .- Air onditloner _ Fuel Type Electric DistributionTyp_ _._ ___. Forced Air fvlotorType .- _ _ _. .._ PSC(Single Sped) Heat_PumpSystem7ype_-- ___- _----_.- - Unspzcifigd Cooling Efficiency— _ ___._.__.... _14 SEER ._Cooling Capacaty�ct83uFh1.-� .. __. •.._.. .�_.-_,�3 . , '. ` , EquipmentType;748 Cal Prup95 Equipinen:�y Q _._ ... . Residential Water Heater Fuel Type Propane Di?iiv?ry lR3diant}'__.. Not tllater Efficiency 0.72 UEF TankCapacity(g4 ..-__ 7 Building Summary Property organization Inspection Status 40600leJuIeLane Green GLru LLC 2024-08-27 Mattituck,NY 11932 Michael Catalano Rater ID(RM):021021 RESNET Registered(Confirmed) 0210214.422AO6001eluleLane 11952 Builder Bob Fisher jV'Ztk r 14, _ tsYFU-'72APUE,!r,.�rop,,irurni,00kBtiii W uipmenjill'q Equipment wp Fuel Type Propane Forced'ki .M.otor (SMRIT SReed) ........ _Efficiency Heating Capacity[kBtu/hl 60 0 EAE 920 'D r bisrib-- i-n'-' Forced Air - .-MP9'JYAew. -- Heating E -- E 01�-Tg 11 Eq.g D Equipment Prop Boller Cooling A41 cioli'99kqyip Is All Equipment In Conditioned Space Yes —Leal.k.age.Qefaylt HERS Default:,Lea9ge Duct System Efficiency 0.88 "4 HVAC.GTadina Nat Conducted z V" No '14 'Y' �A p 6aby onpl�, 0 -'W-aiwF-i-x"-'re Type Standard Use Default Hot Water Pipe Length No HotlNaterPipe githfft-'--- —--- --- At Least R3 Pipe in sulation? Yes Hot Vlater Recirculation System? No Drain Water Heat Recovery? No '-a W M 2h2 Fuel Type Electric Field(kiizaiiton iT>r Controls -i Conditioned Space No Isouisde � - _Clothes Dryer Available Yes Defaults Type Custom Building Summary Property organization Inspection Status 4060 Ole lute Lane Green Guru LLC 2024-08-27 Mattituc%,MY 11952 Michael Catalano Rater ID(R l-0210214 RESNET Registered(Confirmed) 0210214.>—')>'0&) lJuteiane11952 Builder Bob Fisher � ,y, : C10th@StAItl5�1EP j i n s Label Energy Rating,-__ ..__ --__. _.._ 152 9 YJhiSear _. Annual Gas Cost SUM ElectricRate._._.. _.. ___.. _.._ ._._ _.._ _.. SOz31k rn,_._.... _ Gas Rate S 1.09%Therm 4.2 Imef 2.06 _ENERGY 53AR CoadsPert"9ee'k � 6 + !s Outside Condiaioned Space __ Na Ctoyhcs'lrashcr_Availabie '._ _.__. .Yes DishurasherDefaultsType______.,..___ _ ENERGY SURStandard D�ishrasher Size Standard Dishwasher Efficiency ,. .---- . . __.__. --_,270 Wh_ Annual Gas Cost $22.23 ElectricRaje-.. _ _... ._Sp i2lkV�h_. Gas Rate $1.09fTherm -. ..._ _Isd_uts�drCo_ndrii_on_edSpace.._.. Dishrasher Available Yes "Q►;.��.,�i�1tICE5 8nd CO1rIt9;®�S r>�, � ';r� �;��,� �,. � � � � I'°`�}t�'��r�� i"�+��a �' ProgralnmalettierrrlostaF?. Yes _ Range/Oven Fuel- Electric Convection Oven? Yes Induction Range?.w...._,.:._..._.. Yes RangefOufn®utslde Conditioned Space? Refrigerator Consumption 690 k%VhNear Refrigerator Outside Conditioned Space? __ No . "�1►� � ' �9� *G�q� �S'`d' 9r,%lr ,�r�e N +l t .,�j., � m'�,Y 4 i k d 3rw,k 7��r W � MAC Notes_ 9 COMMENTS FOUNDATION(IST �' • •� FRAMING-------------------- FAV ROUGH ,. PLUMBING � r INSULATION STATE ENERGY . 1 IVA 1 �-il�/��/`� '� � � ';`�t•��IIL'Liil'L11;`/ � �L� ,, ADDITIONAL — o / ?1 Ir tyFfOlg 19 TOWN OF SOUTHOLD—BUILDING DEPARTMENT N z; Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT LobFor Office Use Only AUG 0 2022 PERMIT NO. Building Inspector: LDING Applications and forms must be filled out in their entirety.Incomplete TOBNI D OF SOUTHOLD applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:8/9/22 OWNER(S)OF PROPERTY: Name:Michael Monteforte SCTM #1000-122-4-26.2 Project Address:4060 Ole Jule Ln Mattituck NY 11952 Phone#:917-886-8570 Email:michael@ ii ionabs.com Mailing Address:4060 Ole Jule Ln Mattituck NY 11952 CONTACT PERSON: Name:AMP Architecture,Jess Magee_ _ Mailing Address:PO Box 152 Mattituck NY 11952 Phone#:631-603-9092 _ Email:'ma ee am _architect.com DESIGN PROFESSIONAL INFORMATION: Name:AMP Architecture, Anthony Portillo Mailing Address:PO Box 152 Mattituck NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ [Will the lot be re-graded? ❑Yes WNo Will excess fill be removed from premises? ❑Yes BNo �i 1 PROPERTY INFORMATION Existing use of property:Vacant Lot Intended use of property:Sin le Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes 0 No IF YES, PROVIDE A COPY. ■ Check Box.After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building D'epartmentfor the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws;Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with:all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section210.45 of the New York.State Penal Law. Application Submitted By(print narhe):AMP Architecture Jess Magee uthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk ) AMP Architecture, Jess Magee being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the agent (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, L A . BARRRBBAARA H.TANDY Sworn before me this Notary Public,State Of New York No. 01 TA6086001 Qualified In Suffolk County day of 20aa Commisslen Expires O1/13/20-d 3 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Michael Monteforte residing at (�Wd OU- 0dif L-n t� l do hereby authorize' PR MMILTEEECTURE to apply on my be to the Town o outhold Building Department for approval as described herein. 8/8/2022 Owner's Signature Date Michael Monteforte Print Owner's Name 2 ��o�s�ffOt��oGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 https://www.southoldtownny.gov Floodplain Development Permit Application PROPERTY INFORMATION: : Flood Zone: )(t.4 (Re FIRM Panel: 0 Li 82 TSCTM# 1000- 1-2—y—26,2 / a Address: 9060 Ulc J Lc-n City: Aht f i Tin&ki Zip: j Z CONTACT PERSON: Name: AN �. . Phone#: Mailing Address: f o Z oo } A PROJECT DESCRIPTION: p r-u .-s-ed 7kwa 5fcryc d 1 \,✓ I "e UW S 'Isar „ 5rd` - b &A SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALL THAT APPLY) Type of Structure Type of Structural Activity Residential(1 to 4 families) New structure ❑ Residential (more than 4 families) ❑ Demolition of existing structure ❑ Combined use ❑ Replacement of existing structure ❑Non-residential ❑ Relocation of existing structure ❑ Elevated ❑ Addition to existing structure ❑ Flood proofed(attach certification) ❑ Alteration to existing structure ❑ Manufactured Home ❑ Other: ❑ Located on individual lot ❑ Located in manufactured home park SE TION B:OTHER DEVELOPMENT(CHECK ALL THAT APPLY) Clearing of trees,vegetation or debris El Mining Grading ❑ Drilling El Dredging /Connection to public utilities or services El Paving ❑ Placement of fill material Yrainage improvement(including culvert work) ❑ Roadway or bridge construction Lg Fence or wall construction ❑ Watercourse alteration (attach description) ❑ Excavation (not related to a structured development) ❑ Other development not listed (specify): By signing below I agree to the terms arid conditions of this permit and certify to the best of my knowledge the information contained in this application is true and accurate.I understand that no work may start until a permit is issued.The permit may be revoked if any false statements are made herein. If revoked,all work must cease until permit is re-issued.Development shall not be used or occupied until a Cert.of Compliance is issued.The permit will expire if no work is commenced within one year of issuance.Other permits may be required to fulfill'regulatory requirements.Applicant gives consent to local authority or representative to make reasonable inspections to.verify compliance. Application Submitted By(print name): Di Signature of Applicant: Date: `� President OF s0Ul Town Hall Annex Glenn Goldsmith, A.Nicholas Krupski,Vice President Vv y�1 54375 Route 25 P.O. Box 1179 Eric Sepenoski J J Southold,New York 11971 Liz Gillooly G Q Telephone(631) 765-1892 Elizabeth Peeples �O • �O Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 17, 2025 James Roseberg & Bob Fisher 1325 Locust Avenue Bohemia, NY 11716 RE: WYANDANCH REAL ESTATE CORP. 4060 OLE JULE LANE, MATTITUCK SCTM# 122-4-26.2 Dear Mr. Rosenberg & Mr. Fisher: The following action was taken at the Southold Town Board of Trustees regular meeting held on Wednesday, April 16, 2025: RESOLVED, that the Southold Town Board of Trustees APPROVE the request for a Transfer of Permit Permit#9957, as issued July 14, 2021, from Michael Monteforte to Wyandanch Real Estate Corp, and BE IT FURTHER RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Wetland Permit#9957, as issued July 14, 2021, for the as-built 421 sq.ft. raised bluestone patio; as-built 304 sq.ft. bluestone lower patio; as-built 203 sq.ft. walkway; installation of drainage around the bluestone patio; establish and perpetually maintain a 10' wide non-turf buffer landward of fence, and as depicted on the site plan prepared by Seccafico Land Surveying PC, received on March 28, 2025, and stamped approved on April 16, 2025. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please contact our office at (631) 765-1892. Sincerely, Glenn Goldsmith President, Board of Trustees f . .:+rsr��,w�crmcw_„z_.z �.nasunrrau� .x�:, s,ray...w •:r�.�Mzcv.�x�s. au�� znre� rs� n�.;�s�.Win..�z��.�Y a x�<.>.�xtx ,,;:a�w_:` ,.s ,#., � �'` 4. f" .. BOARD OF SOUTHOLD TOWN TRUSTEES '§ r. t :� SOUTHOLD,NEW YORK PERMIT NO.9957 DATE: JULY 14,2021 ISSUED TO: MICHAEL MONTEFORTE ' PROPERTY ADDRESS: .4060 OLE JULE LANE,MATTITUCK _ SCTM#1000-122-4-26.2 + $ 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 July 14,2021, and in '^ consideration of application fee in the sum of$250.00 paid by Miehael Monteforte and subject to the Terms g and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the i r " following: Wetland Permit to construct a two-story,5 bedroom,single-family dwelling with a 1,996sq.ft. footprint(including covered entry and partial 2nd floor cantilever)and steps;with a 146sq.ft. # covered patio and steps; a 530sq.ft grade-level pervious gravel patio; a 376sft.raised masonry n '. .i patio and steps; and 12'x28' saltwater swimming pool;install pool equipment and A/C units; g j install 4' high pool enclosure fence; install pervious gravel driveway and walkways; install stormwater drainage system; install I/A sanitary system(using approximately 50 cubic yards of l .� ratable soil in-place of existing subsoils)more than 100'from wetlands; and to establish and ' perpetually maintain a 50'wide non-disturbance buffer adjacent to the landward edge of tidal wetlands boundary,with a 4'wide access path to be cleared and maintained; and as depicted on the site plan prepared by AMP Architecture,LLC,received on July 9,2021 and stamped + approved on July 14,2021. r 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 14th day of July,2021. IN , : _ iµ ♦n 4 f�F +S "4.%w?a' '.YK�C "+.ri.Sd3' S�' 's.SSYisvtsw�.Rtu 31Y��1+i4 2,.t'.k� .'i1Ys�t�Y�C,P e' � +;x,'ti alflSi'f+i�k�ti74 Glenn Goldsmith,President \\,QF S�(/jy Town Hall Annex A. Nicholas Krupski,Vice President ��V� �� 54375 Route 25 P.O. Box 1179 Eric Sepenoski l Southold,New York 11971 Liz Gillooly va Elizabeth Peeples � � � Telephone(631) 765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2227 C Date: April 17, 2025 THIS CERTIFIES that the construction of a two-story, 5 bedroom, single-family dwelling with a 1,996sq.ft. footprint(including covered en and partial 2nd floor cantilever)and steps;with a 146sq.ft. covered patio and steps; a 421 sgft raised bluestone patio; a 304sft.Bluestone lower patio; and 12'x28' saltwater swimming pool, installation of pool equipment and A/C units; installation of 4'high pool enclosure fence; installation of pervious gravel driveway; installation of 203sq.ft. walkway; installation of stormwater drainage system, installation of I/A sanitary, stem using approximately 50 cubic yards of ratable soil in-place of existing subsoils)more than 100'from wetlands; installation of drainage around the bluestone patio, establishment and perpetual maintenance of a 10' wide non-turf buffer landward of fence; and establishment and perpetual maintenance of a 50'wide non-disturbance buffer adjacent to the landward edge of tidal wetlands boundary,with a 4'wide access path cleared and maintained, At 4060 Ole Jule Lane,Mattituck Suffolk County Tax Map#1000-122-4-26.2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 4,2021 pursuant to which Trustees Wetland Permit#9957 Dated July 14, 2021,was issued and Amended April 16,2025 conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a two-story, 5 bedroom, single-family dwelling with a 1,996sq.ft. footprint including covered entry and partial 2nd floor cantilever and steps; with a 146sq.ft. covered patio and steps; a 421 sgft raised bluestone patio; a 304sft. Bluestone lower patio, and 12'x28' saltwater swimming pool; installation of pool equipment and A/C units; installation of 4' high pool enclosure fence; installation of pervious avel driveway; installation of 203sq.ft. walkway; installation of stormwater drainage system, installation of I/A sanitary system using approximately 50 cubic yards of ratable soil in-place of existing subsoils)more than 100'from wetlands; installation of drainage around the bluestone patio, establishment and perpetual maintenance of a 10' wide non-turf buffer landward of fence, and establishment and perpetual maintenance of a 50'wide non- disturbance buffer adjacent to the landward edge of tidal wetlands boundary,with a 4'wide access path cleared and maintained. The certificate is issued to WYANDANCH REAL ESTATE CORP owners of the aforesaid property. -&", 4" Authorized Signature i f N1-sW YORIC ST,,TIT I)EPAR'rNIENT OF ENVI.R NM GN'I'rtL CQNSIsRV1lTION Faeility DEC 11) 14738-0 822 PERMIT Uncles the Environmental. Conservation Law .C'CL Per.mittee and Facility Information Pi2r'mit Issued 7'6: Facility; .VTI.CII�1E1:.. Yi.O°NTEFO[Z1:F MONTEFORTF- ;PROPERTY 91 CIRCLE DR 4.060 I,E JCIl.,E Li'NJ1000-122 4-?6.2. -SY.OS:SET,-NY 1.1791 MA'.T'T1'F JCK,NY-11952. Facility Application Contact: EN-CONSULTANTS. 1319 N SEMI RD 50 U'rHAMPTON,.NY 1'1968 Facilitv"Location in SC)UTHOLD iii.SUFFO'LK.COUNTY Facility Principal T2eference..Point: NYTM-E: .07.888 NYTM-N: 4539.81.8 Latitude: 40058'59.0." 1,ola-itucle: 720�l'43..9" Project Location:: 'Tidal Wetlands Authorized Activity:' Construct a.2_s.tory single-fancily dweliiiig;.attached.:glrage', steps patio;ILA OWTS;swimtazina pool, pool equiprrient; pervious gravel patio,.storrnwater cfiarrtbers for root runoff and-pool backwash,pervious':gravel driveway aiid-wallts; fencing, t�tzcicrgroun�I:ptgpane tank, 50�foot bufler-and 4-:foot Wide maintained.path ilitougll:the buffer. flit.work shall lie claiie in accordance withthe plans by AMP'Arcliitecture LLG-last revised-1:2/21/2l (s}�eet 1 of 2)Ji d'S.l obiian.Engineering dated 6 2.21 (sheets 2 cif 2), and'stan)ped "NYSDF,,C Approved."*oaa*3./3/2022.. l Permit Authorizations Tidal Wetlands:- Under-Artic1e.25 Permit ID 1-4.738-049;).2/00001 i I New Periiiii El-'Rctive Date: a/3/2022. Expiration.Date:.--/2/2027 �_.._.__. NYSDEC Approval 13.y acrcptance bf thin permit, the nermittec.agrees that the permit is_contingent tlpun.strict .compliance lvith Ilic.EC:L, all applica ile.regulations, and all conditio)is included-as.�paet of this j permit. Pertnit AdniinistrWdr:S'USAN AC.KERMAN., Regional 1'erniit Administrator Address. NYSDEC.Regioii 1 I�leadgLkIrtt:rs' SUN'Y,�� Stony-Brook$..Circle Rd. 'Stchiy'Brook,aN. 1790 34Q9 Autliorir..ecl 4i) Date Page 1 C`I:W.YORK STATE DEPARTMENT OF ENV1IIOLNYII tN"1`-AI,•CONSI R.Vr1T10N Fie ity DEC Ill 1-4738-04822 U_is,tt'ibtttian :List F:N-C'.ONStJLTANTS Ivfarine Habitat Protection Ei virororiental PErniits' Permit Co' mponen'ts NATURAL RESOURCE PERM tj' CON.DITIONS.. GENERAL CONDITIONS,,APPLY TO.ALL ELiJ'I'I-IORIZED PLRNII'I'S NOTIFICATION OF ETHER PE`RJv_1iTt-r-,E OBLI.GA'.rI.ONS. NATURAL RESOURCE PERMIT CONDITIONS - Apply to thee.Follow:in:g Permits: TIDAL WETLANDS 1. Notice of Comnrreneement. At least 48 b Lrs prior'to comrnei4edtrrent of'tlre project, flee permittm And contractozshall sign and retiirn.thi top portiori of enclosed notification'form certifying that:they :are-fully-aware of and.vndeirstand all'tePrn8 and conditiotis.d.f this-pe�rini.t. Within'30 days.of completion. 'o'f pr6j.66t, tiie bottom portion of the-f mu must also.be�signcd and-returned' along with' pliotogiaphs f the Completed.work. 2. Post Permit Sign. The_per�irl'it.sign enclosed'w:itlr this permit shall be posted in a.conspicuous location.:on the.woftite:and adequately prptected from the,weatther. 3. .TWO Wefland 'Covenant The peri-ni.ttec: shall hicorporate this attached Covenant(or similar• Depacrtment-approved k igiiage)'to the deed tor.the property where the project.will he conducted and File it v40h the Clerk:of.SUFF0LK Cow ty within 30 days of the efl-ective.date' f thispefm t: This deed covenant shall grin w.ittr the land into--perpetuity.: A copy of the covenanted deed or other acceptable proof-of re.00.td;.along.With the ilLirnber assigned to thin permit, shall be sribmitted within 90 dzys•of the. effective-dafe_of'.th.ls permit to' Marine.I-J'abitat Protection NYS-DEC Region I l Ieadnuarters SUNY`) S.tonyBro*50 Circle.Rd: Stony:Brook, NY1,1790-3409 Attii: Compliance I - Conform!xncc With Plans All activities auflrori. ed bye this.per73rit.must be i,ji strict conforritaiice f With tl.ie �ipproved plans-.s.ubm-itted�bv.the applicant of aipplicaiifs agent as part o.fthe per'rn it-applxeation. Such approved.plans were prepared by AMP Are lritecture..Li,.C....last revised 12/21/21 (sheet 1 'of'2) and Sherman Engir�cering<dated 6;2:2I (sleets 2 <iF2), acid staii�ltaecl "l\IYST)1�C Approved" on ;/;:/20?.2. Parge 2 of 7 i r r NrW Yom.s'.rAkTr.i.)r'PAR'TMENT Or ENVIRONMENTAL COHSE RVATION facility DI C.1*1) 1-4738�Q487.2 -5. EstablishEstablishVegpfateA 'Buiffltr To prWeet the-values of the tidal wetlands, a pe.14manent vege.tgte--cl buffer zone sball be establislvd. ThOre Shall be--no-disturbance to"the 16 natural ,et V& ; . alip.n or toppryrapliv withiii. an.'-area*.exW.ndi.hg 5011nohr feet landward of the tidal wetland boundary. 6-. Storage of E qUipmtnt, Materhils The storage of"Con§ *t** nien I'als shalt iall be tri.ic ioq,eqt�ip .t and niAtej i .confi.ned W' ithinfhe project work.area and/or up'land'area greater than 75 linear feet'47f6in the tidal wetland bouh*dary.. -7, Strai'v.B.4les-or Other atlidal Wetland A-ro.wofstak-ed.sttc�ui8a]'esor'kipp", ' " bl . control rova e e.rQ sion . devices shall be placed at the ldudWard edge of the.buffer area or 75 linear feet.frorn-the'tid' al-wvethind boi.m.dary, Qr.-as per the;XYSDEC-approved plan, prior to cornm6ticeffient'of-anY m_ -e t-V-gulat d.ac i ities azxd-rbib6in:iiiplatt: ,qiidiii (16.od, 'fi2nctioiialcoiiditioiiuntil:the.pxoject.is-:coi-ij letedand-a11.-di*sturbbd areaA are'.stabilized with ve-getatjon, S. Maintain Erosion Controls. Alf erosion.control devices shall b6-maiftlained irl g od and functional cand'ition-until,the-Project has been'c6rnpleted and.-the area has'bcen.stabilized. 9. Contain Exposed, ed,* Stockpiled.Soils Ai-ldisturbed..a'r'ea'!5.wlie.resoil will.be-temporat-ilvexpQsed.'ol- stodkpiled for lb'ger than 49 hours I . shall*be:-c nt I d by a continuoas lihe bf-staked haybalcs/M4 o aine -curtdins.(ot other.NYSDEC approved dovideO.placed oirtbe seaward side bem--a.en.-the fill and the. Wetl and.or protpqted'buffe.r-area. Tarps are authorized to-wpploin-eiit'tbe8e appibved wethod.s. 10. Clean Fill Ohly.' All-'fill'shal.1 consist'of.clean sand.,.grave]; or soil.(not-asphalt,.slaig, flywh. broken- concrete or denioJitiop-debris.). D&Pat e Im ntJu..r-'isdiq.tioq The department retains jurisdiction 6fall regulated lands-Where. fill-1 -been permitteciz Placenibnt ffill: 0 shall not be used to.alter the depattment.'sTida] We tland efland jurisdictional .area at thy.j) jedl site. The area remains a-regulated area stibj'ect to Tidal Wetland Land Use restrictions roj si of-6NYCRR- Paft:66 1. 11 Maintenan-ce.-of Installed Innovative/Alternative Ohsit6 Waftewater Treaiment-Systems (1/A OWTS.) 'rho j).&njittee:niust maintain, sery ice.andropdir the installed-YA OWTS ih accbrdatj6.6 with the maintenance.scheftle.'get forth in the SLiff-olk Cohi'ify-Depagi cut-ofl-]'ealtli Services (S 11!1).HS-) p b ctmi*- t issue d for the systicin. 13. Authorized In no.vAtivo/.Ajtc-ri.ni'.tive-Onsife Wastewater -Treatment 8*.stems-(I/A OWTS-) Septic ,Systems, ']'his permit authori'zes.lhe installation of,dnY Ai0dels of 11A OWTS septic r&16VO the aPProyal.Q(the.-Suffolk:'CoulAy IDep4r6iient of Health.Services(SCD.1-1S). USC-DUS rescinds its.-tipproval of Ornibi.e.-Ofthese hio'del§ during the term of this pernift. DEC will-1io-16no I LNT 9pprove:newinstd)lations,0 that niodel. 1 b list of VA OW''S sy§t&1118 w,id, 1AVe-rccej ved apprL.)Yal by ..SCDJj.$.a_c 176mid-oi d16SUT01k CdL(rtV WCbSife Lffiderflie Reclilin section Ojj_ Approved.Techjip.lbul.es. 14. Driveway/ParkingArea of Pervious Matckj j Driveway.-d4d parking areas shall be consi-ructed'of NYSDEC-hpproved pervi.()LIS Materials. 15. Direct Runoff Away froxh'Tidal Wetland and Buffer Roads, d -arew �s. nveways.and.parking sh,11 bejgaded to-direct runoff away Eroni tidal-wetlaiids. and -er re� , .protected bUff As q Page 3 of'7 NEW YORK-8TATE-ijrPARTM ENTOFENVIRONMEN . . .TALC.0N$F.R-VA:T10,N Vaellity DECID.f-47:38448*22 .1-6. No 'TI.leresliallbeiiodrai.iiiii(,.Of'swi-till-n.ill,� po.ol-wat'e.rdi-rectiyor . . . . .1� , - . . . L__ V indireotly-into W011ands, & JprotectiM buffer areas. 17.. No-Dryiyells in-or near Wetland Dry wells for pool filter backwash'slii ail'bd located a mininiillh of 75 linear feet landward of the tidal vot.land.bob.ildary. I.K. Con.cretetea.anie* During.'construction;*nb �V.tbf'frdslic6iiL te or Ieabh.ltc:sh-alt be--all-owed to escape-into ally.-INietlands &waters of.New York State.nor 911d1l was.h.100s from ready-mixed concrete Irucks,mixers or other devieds bb allowed to dnterdny wetlAnd or i�vqters. Only watertight or w terproof forms.shall:be.used. Wet.concrete,shall.not be-po'ured'to.displace the forms. disl 0cc'water within lt� -19. Covet Material Fbe Footpath COV*e'l-iiiatei-ialLised:'for.foot a.til-sislimit.edto-tiat.tir.al.wot)cl/bark (hips,.stone, gravel- or.sand. 1D .V.I 20. Sceding.DistiirbiM Areas: All areas of s 'l.disturbance re s u I ti n from:the pp project shall be .0 proved pi".J stabilized with appropri ate-vegetation (gasses, etc.)im'mi�diatbly f(i.IIo* hil ,) prqj.qct.co completion or prior to permit c.x.pi.j,aii.on...NViiic.lie,.ve.r.conies first.. It the.project site.remains .inactive,for inure than 48 h6urg- or planting is impractical dub to thb'§eagon,.thcn the area shall.be stabilized. with.straw or hay mulch ar jute matting until weather conditions favor germination. 2i. :Nd Distujr-*bhnce W Vegetated Tidal Wetlands "I'lier.esliall'be.iic).clisttzrbEfiice to.vegetated tidal wetlands or-protected buffer areas as a..tesult of the pepinitt.ed activities.. .zZ. N.0. Construction Debris in Weiland or Adjacent Area ALlv debris or excess iiiatetidlftoiii construction of this Pr6iqdVsbAt1 be comp jetely'r6moved from-the.a4-iwent.area(tipland)=d removed:to an approved Lipland'area for disposal. Nb de is permittedrispermitted in. ,,vetlaiid'siiiid/orptote'eted'bu*ff areas. -23. Matbri6N Digp'6sed at Upland Site,. Anv.dern.o.lition debr is; excess construction materials,auidhyr excess exca.vatM materials.-shall be immediately and completely disposed'cif in an kit ori ed solid t y h z so.1 waste mhfiageiri6nt.facilft .These materials.shall b-e.suita'bIv stabilized as not to.re��rfter any-water-b" '-Y . - _! '' ody; wetland;or wetland adjacent area. 14. Sta.te.N'ot Liable.for Damage the 8tate-'of Nfem Yo''rk.shal I-in no*case beliable ror'ati -dama a or- Y 1=1q.. 111i ury to the-strUctare'dr work herein authoiized-vvbith may cause( r 1,0541t.fiom fixture operations . . . . . I - . . I by o undertaken-by the.State for the conservati" improvement Of of for otherpurppses,:and no on or improve: . .g claim or right to compensation shaflaccrue:from any such.d-arnage. 255. State May'Order'Refiioval or-Alteiration. of Work If future operations by the State ofNew York' require; an alterations.in the.position of the structure.,(V work,.herein authodzed_oi-.if, ill the opinion of tale Ddpatfip6n't of Erivirohf.nenial Conservation it-shall cause unreasonable obstruction to the free-navigation of said waters orflood flows or eiidang&f the-Ilea I th'..sal*&j or welfiqre Of ijle.people of the S'tate, or cause loss or destruction-of themaiural resourcizq.of-the.State. the owner may be:.ord&red bV the.Departn-yeiit to remove Or alter the structural wotk,'ob tructibiis, or.Hazards caused thereby ereby without thout expense to..the State; rind if u on'!he expiratioji-or revocation of this perni't. fill., ec x P - ) ' . av�qtid.n,qr.o.t.he.r -ni6difl.ditioll.'Of the watercourse hereby aii.thorized shall nabe completed, amnbrs...shrill.without ex.penk. to-the Statb., and to such extent and in.such fi-me,M)d manner as the Department of Enviropmental Conservation may require,xeniovegill of any p -d' 0i oiiofflie'tizie6niplete'd*q[rLidtureo.t,iilI .and restore to its forhi Ln-condition the nav:ig4blq acid flood-cap' kqi-ty of"the NvatercoursQ. No claim sha ll be made against the State of'New.York, on 'ation. Pape 4.of 7 N-E�V-YORK STATE I)r--I"A.RTMENTO.F"F,NVIRONMt.,I4,rAL,.eON'§ER.VATION DEC 101-47M-64. 22 '26'. ',StAt&Mjq-y R.6quire*Site Rest.ora.tion If upon tile-Cxpi-rati' .or-revuation of tltls.peril-lit- the qn :project hereby authorized has not'been completed,tlie.,Ip"p"li-'Caiit:shal'l,,,viti.io.iit expense*to'the State, and to such extent and in such and 1-11'aillier-as-thq-Department Environm-ental-Conservation nzav . . . . .. . . . . .... . I - lawfully reqtii�e', remove all or any.portion bf UIC MIC0111plete.d stri.letufo or fill and restore ilia-site-to.:ts: f6mier.condition. No.claim shall'be:made ar, i st-ifie ,9tqteof'NewYofkojiaccOunt.o-faily§tiolI P.fl forlioval or zilteralkm 27. 'I'r.e"ittionsA-ains'tCont-,iminatibndfW�,iter,s All bdtaken-t* p Q .precludo Ont6nlinati.pi).-of any. -w.etland or wat'.4-Way by:,suspended sofid8.; sediments,Rick,solv.ent.g., ILI,bricants, epoxy coatings.: -or-afty either'c' nvir"onment4ily deleerious materials associated with the p.R. ject. -GENERAL. CONDITIONS- Apply to-ALL.Authorized Permits: I. Facility j.y Tiaspe0on'by The De art gpt The ppribittud site or facility, includIin g relevant re66rd9.'Is-_ subject to inspection at-reasonable h6dm.,gind iiitd: als by.ai -mitfioffzed representative of it e Department . . . ry . ' I '. .1 . I . .. of.'Env iroAmen.ta) Conservation.(tile Department) to-determine whether the perm ittee i's-colliplyi ng with this peffiii.t and the ECL. '.5tich r,qpresentative n-ay prder th work-suspended pursuant to ECL 71- W 0 1 and SAPA 401(3).. The Per'Miittee shall provide pe*17's'on to.accompany the Department's representative during an inspection to the permit.area when requested by the Departmelit. A copy of this-pernlireferenced, including all referenced maps,--drdwings-and special 6oriditiohs,.III 'si be.available .- forinspecti6n by the De'Partmept at.all4i aes at the pro or:faci I ity. T a' i-I Lire to:pro.duce a.copy of ji project sile- thapermit upon reqiiest-by a Delj'dj-tiiiciit'repres.on'tative.-is a violatioll-of'this Permit. 2.. R-elationship.of this Permit to-Other"Departmen't Ordeks'-aftdbeterminadoh§ Unless expri"essily pr6vi,d6d'--Fbr-by the Depat.b.lient,issuance of t].i-is permit-does ilot--niodi Py,supersede or..r.egci.nd any order or determination previously issued-by the 1)epailriient of any of the teril-ig condiflons i or I-equiremenis- contained.in such Ord&.or detemilhation. 3. Applications For Ntntit ReiriieWals, Modifkatiohs or transfers 'he Permittee-must-submita sepaqite.wr tten.ap 's. i .plicati.ori.to the Department 00i,permi-I renewal, modification of:this: permit. Such appliCftlio`h:nILISt include:anyFprrns or siippi'eli.iciital'in.fo.riiiatio.n the DQparli'ileftt req uires: Aily renewal frodificati"0 ii or ttqnsfer'-gltanted-by the De'p'aftine"I"It ftifnst be in writing,. Submissioij of applicatioils`fbr permitrenex-val, modificatib.n or-trans-fevare to be:sLihillimed to,: Regiona I Permit Admilikm-itor NYSI)EC'Region .1 Headquarters .&INY Stony 8rookj50 Circle:Rd Stony:lIroak,N.Y J 179.0 -3.409 Pa g g 55 9.f 7 NEW YORK STATF-,-DEIIA'I;LTiVI.i.,'.N'F OF tNVIRONMENTAL CONS'LAVATION Micility DFC ID 1-4738-04W. .4.--Su hm issi ob'6 f Reii ewiil Applicati oil 'Flie-.perillit.tC.e must itibjiiita.i-ene�vcilapplic�it-ioiiat'*IeL!st 'O days.before permitcxpiraitipn 'rot-Ille rol.10',Vfild.Penhitauthorlz'ationq.: Tiola]'We..tlan.ds. % Pchnit M0411C.IltiOns. Suspen.sio.ne,and Revocations by the Department "I'lie Depaftnidrit .reserves.tlitrigt.it to e\cr se all available hithorit,�to Modify,-Suspeiid or revok q this Pey-111-il- 'The- .grounds..groiind.s.fbr modification, suspension or revocation iijeftide: a. in-,tteriall,Yl.a.1seoi--itlaccur,-it sip, papqs; C stmenlentsill the-pornlit appli'64tio'n or supportrt ii j b. fai-lure by thc.periti ttoe,to coftipl).'?with th any terms&-cOnditiong of the b.&mit: c. CXCe0dilld the scope 6fthe.project as:described in the pormitapplication;. d.. fto-wly distov.6r6d.inateri'al infurniation or a material.jeharip.in envirprin-rental'o;onditibns, rt;levant .teelinology-orapplica'b'lcltIW.orregulati6iis.gince-tht.- isgu,qiice,..'(iftlie-existing per-mit: :. e. A0116.01liplianed:With previously issued permit conditions,orders of the commissioner;.any provisions.of the-Environmental Coiis.ervati6i�i Law or-regulations of the DepOrti-gent related to the:pe'rinit.ted activity_ 6. Permit Transfer Permits are transferrable iihless spb6fically:prohibited b statute, regulation or anotherDerniftcondition, Appli-cations:for.per.i3iit.-tralis-fer-should'be.,-submitttd-pri6rto.'-,rct'ualtrdiisforof OiVfiei-8hi'p- NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Pehhittde Accepts Legal li WsippnAbit rip . . 1. y and Agrees.". to Indemnification The iienuitt.ec.. excepting-state or.federal agencies. expressly agre'es to indohinify and hold har.jlfless:-tb e Department ofErvirmirii6ital Cdhsbrvafion of th§ 'State-.of NewYork,its representatives,employees: A-lild agqnts ("DEC")`for all claims,'sLiitsj'aoti6iis, and damages, the extent attributable to the perinittee's acts Or oibissi ons;.jn connection with the -of-activ."ties in connection uith. oroperation and iiiahitenaae bf,tho facility or faauthorized I 61ifi.e� . by the permit-whetber in col-1101i.ance.or not in,coni 1arice wth 1 the turilis and condi661ls of-dic:permit. This'i ib .ndenification does. plii iYor extend to-aby claims, suits, actions..or.damages to the extent attributable.to:D8.C.'x-ow negligent I igent or 'intelitional act.s..01--emissions,or to.any claims,suits,.br fictions naniitig the-DEC and aris.iii- uncl�pr 1,0VISIOU under federal or:state: Eaws. ltem'B:. Nrniittee's C Outractors to.Comply iyUh.Permit The p Me isernift responsibld.foe--inf'0 rin1itig its ih-dependent cohtfaetors4 emp' agents a- ts and assigns.of their respprisib.flity to comply with ff is. ..pern itind . 1 Liding-all special conditions while such actinii as.the. permittee'.q agent with respect.to the periiiilted,-i"ctiN�iti6's-' ziiict S be subjf,-qt..6 the same -s. .h person....s l I a[.] sanciions fior viola io .1 .n [lie E rivi ronminital-Conservation.L-axv as those prescribed for the.perntiitee. Page age 6-.or,7 'NEW YORKSTATE Dt,.PAR.Tmr,.N.,.r OF—LNVI Fa�ilitv DECAD-1-4738*-048..22 ItONAII E.'NTA.L CON.S..OWATION Item C: l'etin:lttiae'R-esp.on,5iblc.fdj-'Obtaitiin'& Oth&.Rcq6fi,-c'd-Permits, The Pe'rnlittcejs, respQnsiblel"'Or obtai.hig any Otller-perjniis,appr6vals-,.faii& AA.fay that may be'requir6c1to:carry 6.btlhe adtiv.itieq that.are alithorIzed by this.pen-nit. Item D: NO Right to Trqsp-jiss ar Interfere.wi"h Ripaii-am Rights 15. '11iis.Perill"It.'clOC.S 110t:Coh-vey to the ptriiiittee:any. figlit to-trespass upOn the:lands or interfere with.the: riparian ii lzts of others in grder.to pedbrP i the pe�nnittcd work t.ior does:'it hm t autficy the i ri impairinefit of arty rights,title: or,interest in'ri:al or �O i" pro'Oerty field or vested i i):.a:person mo t..a party pOr .2.RI to the 11 a(Y c.7. TOWN OF SOUTHOLD,NEW YORK DATE..Augtlst....21, 1969 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 1277 Dated July 24, 1969 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD Rodney T. BuCkham TO 3520 Ole Jule Lane Appellant Mattituck, New York at a meeting of the Zoning Board of Appeals on August 21, 1969 the appeal was considered and the action indicated below was taken on your i ( ) Request for variance due to lack of access to property ( ) Request for a special exception undei'the Zoning Ordinance (X) Request for a variance to the Zoning Ordinance I. SPECIAL EXCEPTION. By resolution of the Board it was determined that- a,special exception ( ) be granted ( ) bef denied'pursuant to Article .................... Section .'................ Subsection .........::.......... paragraph .................... of the Zoning Ordinance, and the ddcislon of the Building Inspector'( -) be reversed ( ) be confirmed because `S:00 P.M. (E.D.S:T.), upon application 'of 'Rodney T. Buckham, 3520 Ole Jule Lane,' Matt ituck, New York, fora variance in accordance with the Zoning Ordinance, Article III, Section 303, and Article-IX;. Section 1000A,' fd perliiission to divide lot d create 2 lots with less than 100 ft. frontage on highway. I cation ofproperty: south side of Ole Jule Lane, Mattituck, New York, bounded north by Ole Jule Lane, east by Anthony Anton, south by James Creek, west by G. Schaedel. 2. VARIANCE.By resolution of the Board it was determined that. (a) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because SEE REVERSE (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike.in the immediate vicinity of this property and in the same use district because SEE REVERSE (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because SEE REVERSE and therefore, it was further determined that the requested variance { ) be granted { ) be denied and that the previous decisions of the Building Inspector ( )' be confirmed ( ) be reversed, APPROVED SEE•REVERSE y )/ d ZO NG BOARD OF APPEALS FO C Chairma Board Appeals B"t , ille, Secretary Southold Town Board of Appeals r r After investigation and inspection the Board finds that the applicant requests permission to divide lot and create two (2) lots with less than 100 ft. frontage on highway. The proposed division of this property will not change the character of the neighborhood. Both lots created will be in excess of the minimum area required. The Board feels that the -applicant does have a unique hardship. The Board finds that strict application of the Ordinance will produce practical difficulties or unnecessary hardship; the hardship created is unique and would not'be shared by all properties alike in the immediate vicinity of this property and in the same use district; and the variance will not change the character of the district and will observe the spirit of the Ordinance. THEREFORE, IT WAS RESOLVED Rodney T, Buckham, 3520 Ole Jule Lane, Mattituck, New York, be GRANTED permission to divide lot and create 2 lots with less than 100 ft. frontage on highway as applied for on property.located on south side Ole Jule Lane, Mattituck, New York, :subject to the folloWing 'dotiditionr There shaTT be no-futuke variances granted to ei#her of the two (2) newly "created lots. ' `v�19 �• $�� LA/ J gD6. O o. .I �,0 Zo 0 0� IL . b p gyp. ,•„� .. b 3�3 4 e14 rl MAC:, O F" PRO) E H7"Y ct O F RODNE 30 d G p1(o A 'T y 39ao oL� ¢� -r77/TL/CK ` TOPN�/ ®F' S®u7WOd.D SUF-J—OLK CouVTY, A/ Y e� scale 40'= /1, :fori,es G°� / G&Jat n3`eed'to 7*e k7 r-C'04,fnty„CZ'l7t a —�' and f�Ior 9� Company caz sccrvcye�d i.. o= coric�-cfe monvvnev�7` /Wav 2s /9ss' 07 0 W. Vogn" UYZ- p SON Lic�a�s�d Load Sw,veyor. �OvFFO��`o �O Gym BUILDING DEPARTMENT-Electrical Inspector co < TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 ell- a0� - Telephone(631) 765-1802 '�` Temporary Certificate # 2663 Date fir, Q� 2023 Customer Name Electrician Name `�Ii�GI�l� •G Address�p� WIC Phone (oa &Z�• 2.()1$ e-mail e-mail jh� N�',ugE,� oG�-CGS COW1 _ Phone (j 31 • 6u to• 0`1 ! I iLicense# 4$0(p — M.6 Size 300 A Phase�_Overhead Underground #of Meters Remarks #of.Underground Laterals 1 2 New "H"Frame or Pole H P Fire Reconnect Was work done on Service? Y No Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days fro a date above. Authorized by ` o��g�FfOl,�coG _ BUILDING DEPARTMENT-Electrical Inspector rC*i, z TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southo'I;d, NY 11971-0959 Telephone(631)765-1802 Temporary Certificate # 5 j5 Date 2023 ` Customer Name L rQ� , Electrician Name\' -, Address Ln Phone &2)1- QQ e-mail e-mail, Phone (p':� J_ 10(0-, C)711 License# t Size , A Phase�_Overhead Underground ' #of Meters j Remarks !Atl #of Underground Laterals 1 2 New "H" Frame or Polel H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid ys fr above. Authorized by 1 �SUfF��O BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 ,y�01 Sao ;? Telephone(631)765-1802 -: � Temporary Certificate # S 3 Date l0er 0 2023 Customer Name, g Electrician Name Pku.i o Address4560 • t w C. k, Phone �a &'74'• 2�98 e-mail e-mail jvL �ka� oG�CG � Gore Phone (�3,i . 6V`, 0-1 1.1 / License# 4 9 0(p — VIA Size 00 A Phase_�Overhead Underground_ #of Meters Remarks #of Underground Laterals I 1' 2 New "H" Frame or Polel H P Fire Reconnect Was work done on Service? YO NO Flood Reconnect Old Meter#1 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 da s fro e•date above. Authorized by .- —-- s4r,r fir, D � CEIVE. lV) SP 023 0CT 19 2023 �O�OS�FFp(�.c BUILDING DEPARTMENT-Electrical Inspector uilding Department TOWN OF SOUTHOLD- y z. Town of Southfbvn Hcll Annex- 54375 Main Road- PO Box-1 179 o Southold, New York 11971-0959 yfj0 . ap� Telephone (631) 765-1802 FAX (631) 765-9502 rogerr(cDsoutholdtownny.gov - seandCaD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1 Company Name: Puccio Electric Contracting, Inc. Electrician's Name: Mark Puccio License No.: 4806-ME Elec. email:info@puccioelectriccorp.com Elec. Phone No: 631-874-2098 Cel request an email copy of Certificate of Compliance Elec. Address.: 21 Frowein Rd-Center Moriches NY 11934 JOB SITE INFORMATION (All information Required) Name: a W&I e �- Address:iiAlffi DLQ, Cross Street: i 0 Phone No.: 5(o BIdg.Permit#: qAsq _ ggdqo email-)Afo tDAIA&ADRItchqG�PRIC-aem Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Jam } LAian Sary,w Square Footage: Circle All That Apply: Is job ready for inspection?: YES ONO Rough In-- `5dt Final Do you need a Temp Certificate?: YES NO f Y p � ❑ Issued On �Gtt,(ea( 1012©I23 Temp Information- (All information required) Service SizeW1`Ph❑3 Ph Size: -A # Meters Old Meter# [^ New Service❑Fire Reconnect❑Flood Reconnect❑Service ReconnectgNUnderground❑Overhead #Underground Laterals 1 R2 D H Frame Pole Work done on Service? Y Additional Information: PAYMENT DUE WITH APPLICATION �p 4 g040 i E C E BUILDING DEPARTMENT-Electrical In or =moo �C�Gy� TOWN OF SOUTHOLD OCT 16 2023 - o Town Hall Annex-64375 Main Road- PO Box 1179 v' Southold, New York 11971-0959 Telephone (631)765-1802-FAX(631)765 "9 Department n of Southold Fr' rooert(&south61diownny.gov—seandCaD-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: Ali 3, Company Name: Puccio Electric Contracting, Inc. Electrician's Name: Mark Puccio License No.: 4806-ME Elec. email:info@puccloelectriccorp.com Elec. Phone No: 631-874-2098 L7rll request an email copy of Certificate of Compliance Elec.Address.:21 Frowein Rd Center Moriches NY 11934 JOB SITE INFORMATION (Pill Information Required) Name: ar) - r- J Address: O, Cross Street: ' ff Phone No4y5k56 b--0 Bldg.Permit#: email:I J G Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Oew use 6CO j,( Square-Footage: Circle All That Apply: Is job ready for inspection?: YES -]NO dRough In Final Do you need a Temp Certificate?: YES❑NO Issued On Temp Information: (All information required) Service S17ew1 Ph❑3 Ph Size:3CV A #Meters Old Meter# [(New.Service❑Fire Reconnect❑Flood Reconnect.❑Service ReconnectE Underground❑Ove.rhead #Underground Laterals 1 2 H Frame 0 Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Sv"ry Cc * C)o J GLIARANIEFB OR SHOWN CERTIFICATIONS U ARE NOT TLOCA77 NSA UNDERGROUND flD. SURVEY OF DESCRIBED PROPERTY EASEMENTS NOT SHOWN AND UTILITY POLE LOCAnONS ARE NOT CWRAM®. THE OFFSET DIMENSION SHOWN HEREON FROM THE ARE STRUCTURES TO THE PROPERTY LINES SITUATE AT MATTITUCK ARE FOR SPECIFIC PURPOSE AND US$ THEREFORE ARE NOTOT INTENDED 70 GUIDE THE ERECTION OF FENCES RETAINING WALLS`POOL%PATIOS, PLANnNG AREAS _..-IADDMON TO BUILDINGS AND OTHER CONSTRUCTION.THE ETGSTENCE OF RIGHT TOWN OF SDUTHOLD "". OF WINS WERANDS AND/OR EASEMENTS OF RECORD. IF ANY. NOT SHOWN 1 ,V E N T OR ADDITION mono� COPIES Il�OF MAP SUFFOLK COUNTY, NEV YORK OT BFARIIYG THE LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL SHALL T BE CONSIDERED A TRUE VAUD COPY. LoanoNS OF AND DISTANCES TO WELLS AND CESSPOOLS ARE BY LocAnoNs S.C.T.M. No. 1000-122-04-26.2 M HOMEOWNERS HELD OBSERVAITONS AND/OR INFORMATION OBUINED nwm MAR 2 [02J MERS.SINCE MOST ARE NOT MAE THESE LOCATIONS AND DIMENSfONS CANNOT LOT AREA = 14,500 S.F. E CEImnED. LOT 'COVERAGE = 2,387 S.F. / 16.5X southoldTown LOT CLEARING = 9,086 S.F. / 62.7% Board of Trustees ELEVATIONS PER NAV88 DATUM. OLE T ULE LANE _ 9 EDGE OF PAVE�NT cy U DRAINS ® D 78 � yy .V.• BLOCK • 6� ti y 3 APRON y ^^ O� U. M. ^ N 56-27'10" E 80.00' G.V. V N c 6l °' PLAs �� w � Eao'• a ' SANITARY SYSTEM INFORMATION PROVIDED �q w : �; ' ° P COVER EJfP. c BY: PATRIOT SITE DEVELOPMENT, INC. C.0 q ' l SCDHS REF. No. R-21-2109 I/A OWTS TREATMENT UNIT AN-500 DR o.3'E I" ' a I a covERs ae. � �, � � 500 GALLONS PER DAY ASPHALT w • o• INFILTRATOR CHAMBERS IN PSD LAYOUT DRIVEWA I 3 3.y PLNTD.• Lh 72' x 34" WITH PUMP STATION DR 0.WE M ,�? 8. ' WALL 0.7'E MA0 CHAMBER LOCATIONS FOR ROOF RUNOFF 14.5 m m .5 6.4 8 PROPANE Iq 1z. �;sToo ,� x AND POOL BACKWASH PROVIDED BY TANKS o GARAGE 8.2 5.5 GATE o w GF.6.31 VEREAAW 2ND OB. 9 OTHERS AND NOT FIELD VERIFIED. L. / �z y. BLOWER W II w W ALARM 2 STORY FRAME A/C 8.8'W �i RESIDENCE I RA 2ND STY NO. 4060 m H a BALCONY. FF.9.00 RH.37.16 T» 14 CHAMBERS A .,, OVER MA.S. CS.EL. 7.00 Z FOR ROOF �-; .m 12.5 a E RUNOFF P�� NISHOME ko 21YD STY PME 0.4 B 6 6 N Ui HEADes BALCONY 0 O PH 1 42.7 1 to 2.1 B 81 MAS. PATIO zND S w v t 1.7� ai PLANTED (421 S.F.) OH. .y twsoa'Ir DRAWP INGROUND Fd Fa.o.a s 6 H (304 S.F.) POOL W to w 27.7 cw DRAW y CANTED CON y ° Ih c a m m CHAMBERS1FP HEATER OR y• � BACKWASH FILTER to FO14 R ROOFRS HEDGE;? W RUNOFF 4.0' 10' WIDE 10' WIDE c `.y, APPROVED BY 1 9 NON TURF y y NON T R F 3 6 j 6. 0 5• BUFCRER 4' � FMrCr BOARD OF '(IZUSTEES i 4 META —� X -�•1 B15 Eg GAS s5 TOWN OF SOUTHOLD ye DATE .20�5 f F � W a O yyE FLAGGED BY TLA1VD5 S JULY 2020 p� ENCONSULTANT N O FLAG OFLAG 9� FLAG FIAG F FLAG FLAG TIE SONG APP N Z .ffiGH IYATER MARK ON 07/19/2019 -SECC � g 53"43'47" W 80.29 `�c c . coo C��9C3 SECCAFI C0 LAND SURVEYING PC 500 Mon tauk Highway Moriches, New York 11955 Phone: (631) 878-0120 Phone (631) 728-5330 0312612025 TRUSTEES COMMENTS pseccafico@optonline.net 03/z4/zoz5 FE. MovED Pat C. Seccafico. PLS Pat T. Seccafico. PLS 02/27/2025 MG7. ADDED NYS Lic. No. 051040 NYS Lic. No. 049287 0111612025 UPDATE SURVEY copyright — 2025 Seccafico Land Surveying 0810212024 PROP. FE. y 9 PC PROJECT No. 64172 SCALE: 1" = 20' DATE: 0812212023 SITE PLAN HATCH KEY, �OSED MILD.". ,�ll PROPOSED POOLi DRBDGED GANA� To PROPOSED COVERED AREA 1.7 MONT E FO RTE RESIDENCE LLu u>: AND 212020 DETIDLINEATED 5,r rX Col6ULTANTS 0: 0: I.7HI5 IS AN ARCHI715C�. SITE FLAK 4 15 -JI > TO YER MCATION BY A LICENSED _J Wz1fryoR. THE INFORMATION -------------- -------- REPRESENTED ON 7HI5 SITE PLAN 15 TO THE ---------- ------ FROJE-If-,7 DATA: FF,0 ECT SCOPE: a. ARCHITECTS BEST OF KMCKIMCIE. \ I \ -, 0 0 \\ \ y Lo 2' 2.5URVMY INFORMATION WAS OBTAINED cc FROM A SURVEY DATED NOV'MBER 13, QT z 2020 AND PREPARED BY; NATHAN TAPT COR1,11N III zW 1. 2 STORY FRAME FZE5]Pr=Nr-E I-- gr 2. 1.5,POOL AND PATIO a REAR YARD Lu 1586 MAIN ROAD TAX MAP 0 JAME51P�T RY IA4� AL 1`3 T NAll"AL 4 5. POOL ENr-LO5URF FENCE MI-ENE:(631)121 20�0 1 -40 N/C Do ZONINO,DISTRICT 4. 'N0RI,^Er,0' I/A ONT5 Z!�(D LOT AREA 14900 S.F. 1\010 ----------5 5153) STORM NATEF, CHAMBERS FFMA FLOOD ZONE X 4 AE(EL 6) 1.It--F-ATA--FEMA (b. 4' NIDE rLEAREP PATH 70 BE MAIN7AINEE�) z>: MAP 9l25)2009 PL000 ZONES x c Ar(EL w -7. PERVIOUS GRAVEL DRIVEWAY,WALKS, Z61031-0151W MAP PATE < YETILANDS,DISTRICT NO M so LL 2.SITE PROTECT -1 NO TO- PROF.4'POOL AND PATIO INSTALLED AS REGUIRED BY SOUTHOLD PENCE DEC,DISTRICT SUrFOLK C0JN7Y HD APPROVAL PENDIHe VA OWM OF RATABLE SOIL TO REPLACE FX15TINC, 5.SURFACE�ATERiB ARE L�ATED WITHIN M -ejOIL5 BENEATH PROPOSED 5ANITAP,-r' 500,or THIS rROPERTY SUB 4 STORM�MR HABITABLE sFAcr txi5TINs PROPOSED -M, (MOP C+[AMBERS FOR 4.ELEVATIONSEASED UPON NAND.bb i + SYSTEM E THAN 100' FROM NETLAN05) ROOF RLNC -L I"I �x - �011111 9AErMeNT AREA 0 S.F. 0 5P. OATLIM I PROP.4-POOI 5.TIDAL W�BOUNDARY AS ENC-Losu;ta FIRST FLOOR AREA .606 S.F. DELINEATED BY EN CONSULTANTS,MAYFENCE 1 r 0 S.F.SP 2020 T STORM HATER/ //-=T F= stc<)Np FLOOR AREA 0 5.r. CHAMBERS FOR NON-ENSTURBANCE MEMR, TOTAL.BEDROOM COUNT 0 L BALK14tV4 •14,770 Sq.Ft.or 0.52 ACRES T AREA LANDWARD NON-DI5TUR5ANOB SLIPPER AREA 4,01--5 Ac'Res CCVERA65 62;2 SP. I- 4,0105 114;270-25% LOT AREA LAND KARD 4 0V9 LOT AREA(LANCKARD OF OF FL WE!TLANV 1.0.- 14-270.0 S.F. FLA66t=7 WETLAND) RAISED PATIO 14 STORM WATERPROPOSED DWELLINGK/ S.F. 15.4% GRAMBER5 ra CANTILEVER 4 rvFp ENTRY ROOF RuNcrF TEST HOLE DATA (TEST PROPOSED POOL S5&.O S.F. 2A% � HOLE M6 13�NAT HAN PROPOSED RAISED PAT .0 S.F. 2.5% PROPOSED COVERED PATIO q&.2 S.F. 0.7% PROP.FRONT,SIDE AND REAR OOIIN LS.ON ILLY 20.2020) -t, 0%.5-�---- /"/ to STEP, 115.0 Sp. DID% A�.1WM VOW /,/, � I ;eEclldyyppl i( PROP.POOL.EMIR 181-0 5 AM HOUSE EXIST.1,400D 4 of =E PROP.AC LNITS 125 5P. oj% SLAT PIENOM Z, 101// ,w TOTAL AREA OF ALL rTRiZ-7ILWE5 2846.5 S.F. PROF.4'POOL --MAXI"LOT COVERA&E ALLOVED-20% S� PROP.4ENCL1 POOL N PALE IN/, GATE &A'm -IN 25 15.01 cliHROWY CLAYEY SAND -1 1 �OF EAVE 6Z 96 LOT STEP AREA CIOVBRA�E DESCRIPTION(F NT) 7 STORY / � 5p WATER IN PALE I CANTILEVER- LOT AREA(LANDWARD OF -M rim 5- ---------- 000 14XO 5F. FLASlW WETLAND) ---------- 0.4% PROP05M VpiELLI"Wj ---------- Iqlib _CANTILEVER I OVIRD ENTRY ----------- 1 53110 Sj=. 2.4% 1 PROPOSED POOL PROPOSED RAISED PATIO 557.0 S.F. 25% Ro, AI,15 ION I PROPOSED COVERED PATIO 45.2 SF: 0.1% EXP TOTAL AREA OF ALL STRUCTURES =.&S.F. ISA% 24D --MAXIMUM LOT COVERAGE ALLOYED-20% SOO SAL. Qb ER, S BURIED PROPANE 4 TAW EXIST. ORAIN PROJECT- &------ REWIRED EXIST. FRO, COMPLIES i MONTEFORTE I i P FRONT YARD 55.0' 0.0' 36.4' YE5 NYSDEC 0 L J L E L N E APPRaVED lkii PER TERM,$ RESIDENCE V SIDE TARO 10.01 0.01 10.01 YES AND IONS OF , 4060 OLE JULE LANE , , - - - 'i I "o_'[71 q922,1,6`0001 SITE PLAN E50TH.SIDE YARDS 25z, 0.01 ----------- REAR YARD 5510, o" YES MATTITUCK,NY 11952 SCTM NO.1000-122-4-26.2 f DRAWING TITLE: PROJECT LOCATION&SCOPE SITE PLAN&SECTION ZONING DATA SUBJECT PROPERTY PAGE: G-001.00 OLE JULE LANE EAT I Ma DATE:06/04, ull 194W 999 -DREDGED CANAL- REVISED 12/21/24 pcogm REDUCED LOT COVERAGE DA SITE SECTION SCALE:1`01=Is', 3740 9rFOF N LOCATION/TAX MAP 51-A-ff:N75 ALTERNATE INLET REMOVABLE INSPECTION COVER CAST-IN-PLACE RECEIVING.FLANGE U' --�LOG„TION GENERAL NOTES: z A CU TO EXTENDED AERATION BIO-KINETIC SYSTEM LOCKING LUGS ITSINGULAIR�AERATOR,AS TESTED AND GROUND I I i 04 Q APPROVED SEALANT / m CHAMBER SOLVENT WELD // ACCEPTED BY NSF. i w a W c OR SEALING-DEVICE CONNECTION y i /� FALL THROUGH SINGULAIR®PLANT TO BLOWER i z z D FROM INLET INVERT TO OUTLET INVERT 1 IS FOUR INCHES. INLET INVERT IS (� / TO PUMP Z .a W.z- TWELVE INCHES BELOW TOP. CONTROL PANEL W �< �"`t 1I14/ III III &ON DEEPER INSTALLATIONS,PRECAST z z RISERS MUST BE USED TO EXTEND ¢ z AERATOR MOUNTING CASTING AND 20A TO ALARM FLOAT 0 0 n F A Q f7 BIO-KINETIC@ SYSTEM MOUNTING Ir A — .. :/ (.� ,l L'-_-•i-LL% `a,r''G CASTING TO GRADE. Q W �\ �-•-- ""'11f��, r' p •`4^,•TANK REINFORCED PER ACI STD.318-05. 200A 10 m U) 4"DIAMETER V 4- 6 REMOVABLE COVERS ON RISERS WEIGH METER � ® 13 N 1,�9W INLET LINE 4"DIAMETER IN EXCESS OF SEVENTY-FIVE POUNDS MAIN CO 'C�'r� �. EFFLUENT LINE EACH TO PREVENT UNAUTHORIZED DISCONNECT VQJ '�A ACCESS. Qp z ' a 1 SA TO BLOWER a "� BIO-KINETICS SYSTEM i ( $. CY6 CONTACT THE LOCAL,LICENSED p W d nl r,> SINGULAIRN DISTRIBUTOR FOR PRETREATMENT ({ 2/ CHAMBER z MOUNTI AND COTVER Zi' ' ORENCO E ELECTRICAL REQUIREMENTS. TO PUMP FLOAT ALTERNATE INLET FINAL.CLARIFICATION GASKETED DISCHARGE CONTROL E�NG 11" LOCATION PLAN VIEW CHAMBER FLANGE ASSEMBLY I PANEL TO ALARM FLOAT OPTIONAL BLUE CRYSTAL® z CHLORINATION SYSTEM SINGULAIRe TANK OUTLET COUPLING g TO 4"DIAMETER EFFLUENT LINE SINGULAIR*AERATOR I p a g vi (SEE NOTE 1) OPTIONAL 810-NEUTRALIZER°F o z<z AERATOR MOUNTING CASTING BIO-KINETICA'SYSTEM DISCHARGE DETAIL /� F 3 m w DECHLORINATION'SYSTEM ELEC SINULE LINE wo�� UNDERGROUND POWER SUPPLY ENTRANCE /� SCALE N T5 (SEE AERATOR MOUNTING AND INSTALLATION ` // BIO-KINETIC&SYSTEM BIO-KINETIC SYSTEM MOUNTING w~c 0 g DETAIL DRAWING) t \ ff '1�01 MOUNTING CASTING CASTING AND COVER 01 2 � CCFwa APPROVED SEALANT -*'c s ? -. �, - 'a a w w o OR SEALING DEVICE I �' P I , r KINETICA'SYSTEM LOCKING LUGS GROUT OR / CAPPED OR PLUGGED. a K 0 w P-"`"-=i :.i i-'' f CASTING TO GF�4DE OF. SLATE COVER — SVNTHETIG SEA FINISHED GRADE SOLVENT WELD 1 ADJUST TO GRADE WITH N J. _HALE u CONNECTION RED ERICK 8 MORTAR (MIN. OF TWO U a '` 0 L ! CRITICAL DIMENSIONS COURSE-- & M1�Ak. OF :5"7 N 4"DIAMETER '^ 1 'V i ®1'-0" ©0'-3" v L-m i I - 6" LAYER OF STONE o I�• I EFFLUENT LINE ®T-0" K9 0•-8" %' ( L�j 3'-4" ©0'-3" - MAINTAIN MIN 6' SEPARATION w CASTING PICK-UP \ I i �D q•_5" p_q" BETWEEN BRICKWORK AND STRUCTURE w GROOVE.TYPICAL \ ®3'-7" N-3'-8" 4- DIA. 30 BEND U /i /\ ©12'•2" ©.5'-0" 4" SANITARY LINE 2 i j DUI \� 60° ', j 60° [G]1•-0•• 2,_0•• FR-0!d RESIDENCE W 60° SINGULAIR&'BIO-KINETIC fi0'WYE BRANCH 1 SYSTEM DISCHARGE �. / ©4'-0" ©6'-0" 4" SANITARY LINEE t •j r L,..-,.. < � �._ ,\ (SEE DETAIL) Q U.-3- © TO SEPTIC TANK UO 0'-3" ® FLOW+� I FLOW PRETREATMENT CHAMBER \ �, CK1 1'•0" �I \ \ BIO-KINETIC SYSTEM 1 0•.y © TYPICAL GRAVITY HOUSE CONNECTION > \ ` M❑3-6" ® NON—PAVED AREA CLEAN—OUT DETAIL C �^•. o 0 PITS N Y S D E i"r SUBMERGED TRANSFER PORT 1' CAST-IN-PLACE AERATION \ \FINAL CLARIFICATION CHAMBER AMD n� r'� •. �� Ys �L F3 per. s� �� E-• -. [+ i�j Q II OUTLET END VIEW FDRE*" soy tt77 ((}} L tt i i_,. EPIF S a 1 i LOW PROFILE ASTE LARK AND V L- L.i 1.1I 1{CHAMBER TRANSFER PORT PATENTS O PENDWG 8 TMEM SYSTEM ER JMM R ) �IDIT rJ♦ � t NOTE:TOTAL SYSTEM CAPACITY: 1,300 GALLONS MODEL S pL GPO 10-lsas y SS EXTENDED AERATION CHAMBER i SECTION A-A \ 'BIOSTATIC&SLUDGE RETURN _ F1T5 F" 4'i T Il RATED CAPACITY: 600 GALLONS PER DAY c - • : R J�i. 1 v M"° Pas Toes TEST HOLE NATHAN CORWIN. LS DATE E_ �O 9� July 20, 2020 W _J CONTROL PANEL MOUNTED W TO SIDE OF BUILDING EL. 5.5' 0' Q J DARK BROWN LOAM OL z. Li LIJ LOCKING-HD CAST 2"TO 1.5" -1 r-) C J HOUSE FF 9.0' VENT UNIT THROUGH %! IRON COVERS BACKWATER I HEADER DISTAL PORT BROWN SILTY SAND SV z HECK VALVE. - HOUSE PLUMBING STACK IN VALVE BOX AL?E-AT10.a 2 1d '� f +1—'v �� W LI--I w _. ..__ �..j-. __ r_.. / ... -_ ... !' -PliAiP`STATION/ 7 -- ALi� _ _ _ EL. 1' L7 .-. b"MIN ..._. RADE €.� �— CLEANOUT V,UST BE IwSTALLEC ON _, .. _ i ) 0 "RACE 6' ' -4.5' NisTHE IA OWTS INLET WASTE LINE - -._ _._. ..fi' _. WATER WATER IN EROLv(v SW —tE4 SILT:' ..ANC aI E 5" I E. 5' ` ' .... - O5 ._.. .. _ _ .. ... _. _. ... _ .... .! x 1•-k 4' LONG.TREK .4• WATER INPALE Sc ^^ c S J I �LEL—� i ;., INFILTRATOR OUICK4`CHAMBERS MIN a 0 SCR 35 PVC— / 4.- IEJ _ Y1M 1 BROWN CLA.Et' SAND G _ _..._ _ 1 PIPE PITCHED 6 V/'2�• 4, ,....._ .. ..__. .. 'F 1 c. -7• I C U @ACKFILL MIN 4' WITH WITH SUP RING CONNECTOR ..." .`. TO 2' AST IRON EXTENDING "-�.•""`•"'•'.•:• 2 N Z "'`' BELOWrTRENCHEs WATER IN PALE BROWN SP OUT OF FOLNDAT(ON ,.��. i _ _ _ Y� < FINE SAND IR/ �` ¢ 05' HIGHEST EXPECTED GROUNDWATER ELEVATION 2't yV J, "/-' o —12' S ALL UTILITIES REOUIRE A 5' MINIMUM 600 GPD RATED CAPACITY SEPARATION TO THE SEPTIC SYSTEM. NORWECO SINGULAIP, / w w 3'z3'0' CONC r-� TANK ESTIMATED TO BE t.5' INTO GROUNDWATEP, BIO-KINETIC WASTEWATER ANTI-FLOATATION TEST HOLE w o � z D � SUBMERGED VOLUVE = 81cf TREATMENT SYSTEM SEE DETAIL (TL z SAFETY FACTOR 1.5; DESIGN FOR 122cf PROVIDE TRAFFIC BEARING COVER n. SCALE INTS cj o < 0 GROUNDWATER 641bs/cf = 7,7801bs UPLIFT SEPTIC, PROFILE sF o 4 2 w 3 C�_ 0 8358 J ` EMPTY TANK WEIGHT = 10,000Ibs SCALE 'NTS AR�FESSIONP M m o V x NO BALLAST REQUIRED HYDRO-ACTION I/A OWT w/ PSD DWELLING z PRIVATE WELL IT, ay W o WELL OVER PROPERTY OF MONTEFORTE 50' /� j F ¢x M 4060 OLEJULE LANE z MATTITUCK, NY °�s ��n V ®�D w SCTM # 1000-122.00-004.00-026.002 z z 0,0 TOTAL LOT AREA = 14,500sf (0.33Ac) O v GROUNDWATER MANAGEMENT ZONE IV; Lj W n PROPOSED; 5 BEDROOM DWELLING QP�� s L 6 GO N< ALL NEIGHBORING PROPERTIES WITHIN 150' VACANT OR SERVICED BY PRIVATE ON SITE SANITARY DISPOSAL FACILITIES s° �po`�° ry� MAR 1 0 2023 PUBLIC WATER SUPPLY (SCWA) OR PRIVATE SUPPLY WELLS AS SHOWN. UTILITIES AS SHOWN g$, SU10INGDEPI TOUIIIVOFSC�t)�I®�D � SANITARY DESIGN; PRIVATE WELL DWELLING �'�p DWELLING 5 BEDROOM DWELLING 550gpd DESIGN FLOW PUBLIC WATER aac�� PROVIDE (1) HYDRO-ACTION AN500 550gpd I/A OWTS EXCAVATE TO GREATER OF SP SOILS OR 4' BELOW PSD i6 v BACKFILL WITH ASTM C33 SAND > IA UNIT TO BE UNDER DRIVEWAY - PROVIDE TRAFFIC BEARING TANK AND COVER Y I / / DWELLING tea° TABLE 13 APPLICATION RATE: 3gpd/sf 1� / I PUBLIC WATER EXCAVATION INSPECTION REQUIRED o=a= 550gpd/3.Ogpd/sf= 183sf BOTTOM AREA OF TRENCH RQD Y x ` FOR SANITARY SYSTEM FAN 65' OF 34" WIDE TRENCH REQUIRED DWELLING �P�` / O� / + / fJ yIo 72' OF 34" WIDE TRENCH PROVIDED PUBLIC WATER vc / ` �, DO / u' 10 (3) 24' PSD ROWS BY HEALTH DEPARTMENT 8F-c=�gg OO W 50%EXPANSION NO° 4 INFILTRATOR CHAMBERS IN PSD LAYOUT // �`' / /a o �a �9, °o°o0 SLOPE MANIFOLD PIPING AND TEE TOWARD PSD 0� o iN �0,, �1 INSTALL INSPECTION PORT AT DISTAL END OF EACH PSD LATERAL x / i�_�{10// w / ^I 6 Design Professional's Certification Required. ° O W 5-FOOT DISTAL HEAD AT END OF EACH PSD LATERAL 6�L / 5c ?y/ _~ / (3) VE UK AUL Submit P.E.or R.A.Certification For DOSING RATE: PROPANE TANKS The Installation and Construction of the Sewage Disposal System N N N x o PUMP STATION VOLUME 1.88 gal/inch oo�`� o _ o IN sfi , i� /o x Use Form WWM-073 � LO LO EA w 18" RISE PER CYCLE = 34 gal/dose - 's 55o d-16 doses PER DAY o � � o$ • / s �' / °o �- IDNf X ***BENDS NOT PERMITTED ON �rr 9 � m 34 gal/dose @ 204sf=0.17 gal/sf/dose / / o eE�JOJ Sa°Q 2pNf z v,u1 H 0 o / l AE �fC �2 TREATMENT UNIT INLET LINES) ON 2 z 2 2 a Y ° '°� �1� `� f 5 s� NEW CONSTRUCTION*** w W W w W SITE PLAN BASED ON SURVEY BY / / �OQ�`(� ,F ` CHAMBERS14 VRUNOFF oao W o 00 0 W " NATHAN TAFT CORWIN IIIFOR ROOF DATED 6.20.07 LAST REVISED 8.15.20 IA BLOWER ELEVATIONS BASED ON 1988 NAVD ux ONT PANELS F� F! N, / / SEE ATTACHMENT(S) Oo 17�6IC� O�-O ' / N NN N N M ELEVATIONS REFERENCE NGVD o M Cl!C m WETLANDS WITHIN 300' OF PROPERTY AS SHOWN 10% PROPOSED STORMWATER COLLECTION/CONTROL AS SHOWN REVISED PLANS APPROVED - 2/27/2023 �� o DWELLING UBLIC WATER 15 DEC PERMIT APPROVED 1-4738-04822/00001 DATED 3/3/22 f I °s / / PERMIT EXPIRES - 8/6/2025 TOWN OF SOUTHOLD TRUSTEES PERMIT PENDING 14 STORMWATER HAMB ES STORMWATER CONTROL DESIGN FCR ROOF RUNOFFLLJ / a Z ROOF AREA = 1,700sf c�yoo / °`M Q Z DIVIDE INTO (2) APPROX EQUAL SECTIONS = 850sft EACH cFs� I / oQOSEo� 2.4 x / !� LLJQ� RAINFALL FROM 2" STORM I Z STORMWATER VOLUME PER SECTION =142cf DWELLING c' 5 CAMBERS I I / / / L LLJ PUBLIC WATER 1-- Li ARC 36 LEACHING CHAMBER = 10.7cf �� BACKWASH o / GQ� (� 0-jU z 14 CHAMBERS REQUIRED PER SECTION -'o -1' :0. / , / o° �j` L! IW SWIMMING POOL DRYWELL @9:r, �y / // �oI,o�ery �� O— � PROVIDE 50cf MINIMUM STORAGE 9 0 / PA ° 0 1 Z �- 5 CHAMBERS @ 10.7cf REQUIRED - d�� / / s 5 Q 0- Q W HYDROACTION I/A OWTS ��' / / / / / / iz �� o (D� N oo in SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES / / / �. (�j Nd, 'Pik Z PERMIT FOR APPROVAL OF CONSTRUCTION FOR A / ` / / �pc ?12@ 9 � � y SINGLE FAMILY RESIDENCE ONLY � E m / °� // �G`o��,, �1�1 o' r' w SITE PLAN ��, �/ �° �� °�,� �� 0 ' 0 DATE 8/6/2022 - H.S. F. NO. R-21-2109 SCALE 1:30 S '��+h �/ �Po �\Ga�P �� Fo �835a� �� " " Z APPROVED —aw �' S AR�FESSIONP� < U�n FOR MAXIMUM OF 11 5 BEDROOMS 0 0 a:- ° EXPIRES THREE YEAR FROM DATE OF APPROVAL c7 CU r0 z GROUND I W a ld o N TO BLOWER z z w IA CONTROL TO PUMP W .D¢z" PANEL N m°0 -- Qzz�o 20A TO ALARM FLOAT °4 Of W n SEE ATTACHMENT S1 4"0 SDR 35 4"0 SDR 35 J 200A 10 mGO INLET OUTLET METER � MAIN D0 $ s� DISCONNECT Q o C' 15A TO BLOWER K '� PLAN VIEW ORENCO TO PUMP FLOAT �4 HD Cl LOCKING CONTROL ® ENGT"" COVER AT GRADE PANEL TO REMOTE BLOWER CONC COLLAR AS REQUIRED 0 ALARM FLOAT z RE-CIRCULATION 0 ASSEMBLY (TYP) 0 5 z o¢5vi z0¢} ELEC SINGLE LINE o3"Z w wo�� SCALE NTS <=2o pw0 _ PLASTIC N 2 o�z EFFLUENT FILTER COVER o z o 0 X:2 W SOLIDS DEFLECTOR ° Q DIRECTLY UNDER CAPPED OR PLUGGED oa o w ACCESS COVER HPSO BLOWER CASTING TO GRADE OR SLATE COVER r FINISHED GRADE ADJUST TO GRADE WITH N.J. SHALE N N N U MOUNTING PAD RED BRICK &MORTAR (MIN. OF TWO E+ N N N CA a H N U COURSES & MAX. OF 15") to •N v7 w AASHTO HS-20 - �� rz rH lO H rH v TRAFFIC BEARING ° ° �6" LAYER OF STONE m CONC TANK c SEE COASTAL PIPELINE MAINTAIN MIN. 6" SEPARATION ... . U W mw W o DWG No. 16-0132 ✓ v, '�(•r`� to ',.., �`x BETWEEN BRICKWORK AND STRUCTURE 0 2 2 Z 2 z .. yS•�?sCiiJ�3'l�il.''s..� JC�__' �l�L]i`_-o' W W W W v DATED 4/8/10 .=1�_( i-�_.� -). -� BLOWER 4" DIA. 30' BEND c4 E S E E _ .S` l W E E E E v 4" SANITARY LINE H W 000 0 1O'-g' FROM RESIDENCE 60' WYE BRANCH W W U UU U 12" SAND/GRAVEL BED 4" SANITARY LINE E 0 3 3 3 3 TO SEPTIC TANK O E S 3 3 3 SECTION VIEW FLOW FLOW U N N N N N N N N N N m .N � TYPICAL GRAVITY HOUSE CONNECTION F N ° Ln o r H r H N } NON-PAVED AREA CLEAN-OUT DETAIL o m NTS LO ul r r r- z 9 3 �mv),orm < HYDRO— ACTION AN500 8c BLOWER DETAIL SCALE NTS TEST HOLE CONTROL PANEL MOUNTED NATHAN CORWIN, LS TO SIDE OF BUILDING July 20, 2020 Lv BLOWER IN SECONDARY PLASTIC ENCLOSURE ON J VENT IA UNIT THROUGH MOUNTING PAD - HARD WIRE EL. 5.5' 0, Q _j BUILDING PLUMBING STACK TO CONTROL PANEL LOCKING HD CAST 2" TO 1.5" DARK BROWN LOAM OL W N z HOUSE FF 9.0' IRON COVERS BACKWATER HEADER DISTAL PORT LL CHECK VALVE EQUALIZATION -1 O J IN VALVE BOX VALVE BROWN SILTY SAND SM U z 6" MIN. PUMP STATION GRADE 6.5' Q LL-D D S' CLEANOUT MUST BE INSTALLED ON GRADE 6' W W LLJ� a cn THE IA OWTS INLET WASTE LINE EL 1 -4,5' �� LE. 5' 3 --_-- LE. 5' - - - -_ �.•:+�'` "' '' WATER WATER IN BROWN SM H- (3) 24' LONG TRENCHES SILTY SAND IL MIN. 4"a SDR 35 PVC LE. 4' - INFILTRATOR QUICK4 CHAMBERS O O 0IL PIPE PITCHED 3 9' I'E' EXCAVATE MIN 4' OR TO SP SOILS, WATER IN PALE SC _ WITH SLIP RING CONNECTOR 3.6 °�`,'�' ''1' •`•:" •:'�.!",':-. WHICH EVER IS GREATER BROWN CLAYEY SAND �O U TO 2' CAST IRON EXTENDING = — HIGHEST EXPECTED R'Ob NDVrAT'ER''ECEGATION �'�" KILL WI H M C 3 AN _7' L) OUT OF FOUNDATION 550 GPD RATED CAPACITY BELOW TRENCHES FN HYDRO-ACTION AN500 WATER IN PALE BROWN SP ALL UTILITIES REQUIRE A 5' MINIMUM WASTEWATER FINE SAND ti'� rO Q SEPARATION TO THE SEPTIC SYSTEM. TREATMENT UNIT USE COFFER DAMS AND SHORING AS REQUIRED /ys 3'z3'z1' CONC -12 TO EXCAVATE IN AREAS OF GROUNDWATER- CONSULT ANTI-FLOATATION .y MAX. 3.5' INTO GROUNDWATER GEOTECHNICAL ENGINEER FOR DESIGN. SUBMERGED VOLUME = 49.3sf"3.5ft= 173cf MIN. 4"0 SDR 35 PVC SAFETY FACTOR 1.5; DESIGN FOR 260cf PIPE PITCHED ®A"/12" SEE DETAIL o TEST HOLE � ~ m GROUNDWATER 62.4lbs/cf = 16,150lbs UPLIFT ( BASE AND COVER TOTAL WEIGHT = 16,350lbs �n W o ^ o �I z z " NO BALLAST REQUIRED SEPTIC PROFILE SCALE NTS �� 2 '6 ¢ Z SCALE NTS FO A �835B4 �`' m � � Ua o ROf' sskONP N �zy W 0.,wo VALVE BOX 4" PVC FINISHED GRADE 5.5 INFILTRATOR MONIT. PORT C7 F,e Z M z .aFn 6•• CHAMBER FINISHED GRADE W �<N� � 1.25' SCH 40 PVC DIST PIPE .. CLEANOUT & w 5 W g"a ORIFICE HOLES 0 1.5 O.C. = `= - - - - = = '_ DISTAL END v 7H SEE ATTACHMENT (S) F ORIFICE HOLES TO BE AT 12 O'CLOCK EVERY 5 ORIFICE TO m BE SHIELDED AND AT 6 O'CLOCK 0EL 5.0' 1:4 0� DISTRIBUTION_FL 34" 24" SCARIFY BASAL AREA ® N f,t T� y \\\ s 34" V Z f � � ASTM C33 SAND FILL _ 48" BELOW PSD INFILTRATOR QUICK4 LEACHING SYSTEM s 4 SIDE VIEW 2.0' HIGHEST EXPECTED GROUNDWATER ELEVATION EL 1.0' o_ 0 zs o¢� INFILTRATOR QUICK4 LEACHING SYSTEM aZ<Z CROSS SECTION «Nw wo,� Z, 'Mo NOON �HOr`Z oz� O ��W W Q ORENCO SIMPLEX DISCHARGE PUMP BASIN DETAIL zaoo SCALE: NTS N N N U E-F N N N N U H N U £ •ul N N ri to r ri INFILTRATOR WATER TECHNOLOGIES N �O w �' r r 0 QUICK4 PLUS STANDARD CHAMBER O y y fNsy'A� E sE E PRODUCT SPECIFICATIONS (NOT TO SCALE) odelVm M-Sl Panel E+W 000 O V Model VCOM-S1R0 Z U U U U TOP VIEW Pump Discharge Control Panel U E 3 3 S 3 INSPECTION PORT NTS `r N N N N 3-FOOT SQUARE DEADMAN f0 O83rJg4 � N N N N NM 2��dlam. W —0 0-0 0-0-0 a N QUICK4 PLUS ALL-IN-ONE 12 END CAP ROFESS0) < r N Orenco Model FL24G renco Internal Splice Box MZ CDD - _ O = - - 0 24"Gasketed Fiberglass Model SB4 w N r r r a Lid With S.S.Bolts. renco 1-114"0 Discharge Assy, 0.0-0 0-0-0 0-0 O —�� Model _ Field Install 4" INSPECTION PORT 0 Grommet Inlet 4"diam. PRESSURIZED PIPE DRILL _ ., , Pipe.Model 34L y ~ 53" POINTS LOCATIONS 1-114"0 Transport Line To Drainfield (2 PLACES) m — va Field Install Grommet G125L J Z SIDE VIEW END VIEW — _ 48" 18, renco Float Assembly Q �QJ (EFFECTIVE LENGTH) Model MF3P21FS W Z YB:On/High WaterAlarm LIJ R:Off OJT =_J o cs 13" n —9 — W.,Low Water/Redundant Off 0 0 LL C I I =>R renco High Head Pump W LLB W F— x 34" 1�33"—�{ INVERT Electr cal Wring Diagram Model PF2005 z O NTs teel Lining Rings(3) O Note: 0 � a.. -Orenco Pump Basin to be Cut to Desired Length in Field Reinforced Concrete Anti-floatation Flange:Square(If Applicable) �0 N -Pump System Designed for Demand Dose Dimensions:36"Diameter x 12"Depth,Embedded 6" O 0 -Float Heights to be Adjusted per Design Dry Weight:3'Square Deadman 1124 lb N INFILTRATOR QUICK4 DETAILS -Pump Basin Volume:Head P 1.89 Gbe Sized Total Basin Buoyancy:11291b at 6'Submersion. -Orenco High Head Pump ro be Sized by Designer Anti-Buoyancy 3 S uare Deadman 3296 lb-InleUoutlet Grommets ro be Field Installed Y Y( � 4 ): (29291.)at 6'Bury Depth _ -Precast Anti-Floatation Collar(As Shown). Anti-Floatation to be Calculated by Design Professional Based on Field SCALE NTS -Anti-Floatation Collar Meets 150%at Full Submersion Conditions o o � renco Pump Basin w/Flow Inducer b 0 m Model PB2460F1 o N z 71 z o ¢ c� PUMP SPECIFICATIONS 3 ULL m SCALE NTS HYDRO-ACTION I/A OWT w/ PSD DWELLING z PRIVATE WELL � � a m IT, (1,Wo WELL OVER W 0 PROPERTY OF MONTEFORTE 150' I�� T T 4060 OLEJULE LANE `J s ROAD MATTITUCK, NY oJS� W SCTM # 1000-122.00-004.00-026.002 O, Q TOTAL LOT AREA = 14,500sf (0.33Ac) GROUNDWATER MANAGEMENT ZONE IV; PROPOSED; 5 BEDROOM DWELLING P�� ` m ALL NEIGHBORING PROPERTIES_ WITHIN 150' VACANT OR SERVICED ® 'Nry?am BY PRIVATE ON SITE SANITARY DISPOSAL FACILITIES ° FOGS` 1 J PUBLIC WATER SUPPLY (SCWA) OR PRIVATE SUPPLY WELLS AS SHOWN. UTILITIES AS SHOWN SANITARY DESIGN: DWELLING 5 BEDROOM DWELLING 550gpd DESIGN FLOW PRIVATE WELL ��t DWELLING j ® aaatN� PROVIDE (1) HYDRO-ACTION AN500 550gpd I/A OWTS !� PUBLIC WATER EXCAVATE TO GREATER OF SP SOILS OR 4' BELOW PSD i6 v BACKFILL WITH ASTM C33 SAND 05 IA UNIT TO BE UNDER DRIVEWAY - PROVIDE TRAFFIC BEARING TANK AND COVER "Ivi / / I / DWELLING o o TABLE 13 APPLICATION RATE: 3 pd/sf PuBLIC WATER EXCAVATION INSPECTION REQUIRED Z0s} 550gpd/3.Ogpd/sf= 183sf BOTTOM AREA OF TRENCH RQD Y xR /J //o�/ t!� FOR SANITARY SYSTEM FAN 65' OF 34" WIDE TRENCH REQUIRED DWELLING P�` / O� + � 72' OF 34" WIDE TRENCH PROVIDED PUBLIC WATER x gyp, (3) 24' PSD Rows BY HEALTH DEPARTMENT BBC=Cd�og Q �V/ 5 W 5C7 EXPANSION h1088 INFILTRATOR CHAMBERS IN PSD LAYOUT // 2�� `� /a o Oa�o0 SLOPE MANIFOLD PIPING AND TEE TOWARD PSD / ! / o IN �0,, � .� x \ r'. ��rco8 INSTALL INSPECTION PORT AT DISTAL END OF EACH PSD LATERAL / {N // ;w• / N 6 Design Professional's Certification Required. 5-FOOT DISTAL HEAD AT END OF EACH PSD LATERAL 6'Lj�/ S, 2 v r` / F '3) 120501 Submit P.E.or R.A.Certification For ABOVE GRADE [n DOSING RATE: / q Y 'RCPANE TANKS The Installation and Construction of the Sewage Disposal System N N N x U p�P MIN / NNNNZ d PUMP STATION VOLUME 1.88 gal/inch eo�`o �` o _ o :' Zo. / o Use Form WWM-073 �0 N N N F o 18" RISE PER CYCLE = 34 gal/dose onr a C- x f BENDS NOT PERMITTED ON w m 550gpd=16 doses PER DAY � doe � J°JS�P` V�°Q / o 2 k *** H W 34 gal/dose @ 204sf=0.17 gal/sf/dose 0 /jO e�" s�J° / NE 4e tCL Z� TREATMENT UNIT INLET LINE(S) ON z E EH O z2 2 a UJI SITE PLAN BASED ON SURVEY BY / // y�. Oc�F p�00� �5 14 STORMWATER NEW CONSTRUCTION*** ££ P F CHAMBERS o F 0000 U w NATHAN TAFT CORWIN III �O Gj �S t FOR ROOF RUNOFF .a o W U U U U U) DATED 6.20.07 LAST REVISED 8.15.20 IA BLOWER v o V s a ELEVATIONS BASED ON 1988 NAVD CONT PANELS �'i 1 �/� / SEE ATTACHMENT N N S) Oo 17�6I FF C� c jO +RU / N N N N N M ELEVATIONS REFERENCE NGVD �t9, Z� �PS�°% N� o `-i r--1 ci o } WETLANDS WITHIN 300' OF PROPERTY AS SHOWN 70�, 4� °boo QF°eoo° °o� 1� x > ' '1 ' ' m PROPOSED STORMWATER COLLECTION/CONTROL AS SHOWN DWELLING REVISED PLANS APPROVED - 2/27/2023 �Z os � � / / ,5 9 / / DEC PERMIT APPROVED 1-4738-04822/00001 DATED 3/3/22 °U3LIC WATER PERMIT EXPIRES - 8/6/2025 f I ��s TOWN OF SOUTHOLD TRUSTEES PERMIT PENDING 14 STORMWATER CHAMB-S STORMWATER CONTROL DESIGN FCR ROOF RUNOFF I I / ROOF AREA = 1,700sf i^°o I / �° Q W / / J wz�DIVIDE INTO (2) APPROX EQUAL SECTIONS = 850sft EACH y°Fs �P°sE°°` Z,g x / Q RAINFALL FROM 2" STORM I AO / ~JZ STORMWATER VOLUME PER SECTION =142cf DWELLING mac., 5 CHAMBERS I / / .0 �,� [�w PUBLIC WATER FOR POOL / �. _ ARC 36 LEACHING CHAMBER = 10.7cf P� 3ACKWASH I o /� / O, �g 0 14 CHAMBERS REQUIRED PER SECTION 110-z I I / SWIMMING POOL DRYWELL dP9 y/ // �oe�ryoryo ,li�l5 IL w-j W �O— PROVIDE 50cf MINIMUM STORAGE - G / / E� GG 3 (n z I- 5 CHAMBERS @ 10.7cf REQUIRED ��a / / so / G �Z OJvP�' �+Q Qua a HYDROACTION I/A OWTS �.' 6/ // / �G / ��0�5 SSG N Y � �0 Cn N / / / O 1n SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES / / / � yry Ns, z PERMIT FOR APPROVAL OF CONSTRUCTION FOR A I�� y o SINGLE FAMILY RESIDENCE ONLY E m / °� / JG o 6' SITE PLAN �� ,/ �`� G �� o��fk �� s o z 2 DATE 8i6/2022 H.S. F. NO. R-21-2109 SCALE 1:30 S 77�,,� �/ �G \G��,P �� 9� FaA 0835B4 �`' o N < z APPROVED `l• Z S �� R0 ESS\ONF < U.n FOR MAXIMUM O 5 0 EXPIRES THREE YEAR FROM DATE OF APPROVAL c7 cu ro z GROUND III m TO BLOWER z z in a'w M IA CONTROL TO PUMP '.4 z M PANEL WcO ¢ zz� I ; ; 20A TO ALARM FLOAT UO E 4"0 SDR 35 OUTLET SEE ATTACHMENT (S) METER META 1 D GO INLET 4'0 SDR 35 In oNr,y MAIN OT s o DISCONNECT Oa O 15A TO BLOWER x " PLAN VIEW ORENCO TO PUMP FLOAT P �� CONTROL ® &NG THE HD Cl LOCKING COVER AT GRADE PANEL TO REMOTE BLOWER CONC COLLAR TO ALARM FLOAT AS REQUIRED RE-CIRCULATION ASSEMBLY TYP o g z O¢05N ELEC SINGLE LINE SCALE NTSCWT ¢�wa 3 000g PLASTIC 01, EFFLUENT FILTERCOVER .0 W SOLIDS DEFLECTORAr 5 vwi u DIRECTLY UNDER CAPPED OR PLUGGED z o w w o ACCESS COVER HP80 BLOWER CASTING TO GRADE OR SLATE COVER ¢ o w r FINISHED GRADE ADJUST TO GRADE WITH N.J. SHALE N N N 0 MOUNTING PAD ._,c, RED BRICK & MORTAR (MIN. OF TWO H N N N N U AASHTO HS-20 _ t COURSES & MAX. OF 15") E to :N u7 w TRAFFIC BEARING 6" LAYER OF STONE w ui r r r CONC TANK ' m SEE COASTAL PIPELINE ; DWG NO- 16-0132 i iL• �' .�. �.r t MAINTAIN MIN. 6" SEPARATION U El rn rn � ww �.� ^'� W W W W W Y DATED 4-0132 � �_ - -�' --.�_�L�ov- __ -1y•.-:mow-p' BETWEEN BRICKWORK AND STRUCTURE C1 Z Z Z Z v BLOWER 4" DIA. 30' BEND W E E E E U ^, _,J`�I�, 4" SANITARY LINE 2 G+ 000 U 10'_g" FROM RESIDENCE 60' WYE BRANCH W U) 12" SAND/GRAVEL BED m 0 E£E � 4" SANITARY LINE m 3 3 3 3 TO SEPTIC TANK O E 3 3 3 3 SECTION VIEW FLOW FLOW N N N N (n N N N N N m W N ul TYPICAL GRAVITY HOUSE CONNECTION E+�N � O NON-PAVED AREA CLEAN-OUT DETAIL o m NTS HYDRO— ACTION AN500 & BLOWER DETAIL m SCALE NTS TEST HOLE CONTROL PANEL MOUNTED NATHAN CORWIN, LS TO SIDE OF BUILDING July 20, 2020 (n LLI BLOWER IN SECONDARY Z PLASTIC ENCLOSURE ON VENT IA UNIT THROUGH MOUNTING PAD - HARD WIRE EL. 5.5' O BUILDING PLUMBING STACK TO CONTROL PANEL DARK BROWN LOAM OL L~i �/_J Z LOCKING HD CAST 2" TO 1.5" HOUSE FF 9.0' IRON COVERS BACKWATER HEADER DISTAL PORT -1' CHECK VALVE EQUALIZATION O J IN VALVE BOX VALVE BROWN SILTY SAND SIM O z GRADE 6' PUMP STATION 6" MIN' GRADE 6.5' W < CLEANOUT MUST BE INSTALLED ON EL V (n �--W~ p THE IA OWTS INLET WASTE LINE I.E. 5' '"� ` •;��-::�; (3) 24' LONG TRENCHES WATER -4 5 WATER IN BROWN SM O Z O< I.E. 5' SILTY SAND INFILTRATOR QUICK4 CHAMBERS -5.5' O 00 > a. MIN. 4"0 SDR 35 PVC I.E. 4 I.E. I.E. - "._"�•.'.'.; •' EXCAVATE MIN 4' OR TO SP SOILS, WATER IN PALE Sc PIPE PITCHED "/12" 3.9' 3.B• %.5�;+('�•':-.;:; •:•1""%�^'^ WHICH EVER IS GREATER BROWN CLAYEY SAND O U WITH SLIP RING CONNECTOR 7 "� A ILL I H A AN C{- to TO 2' CAST IRON EXTENDING = = HIGHEST EXPECTED �Roii NoWA-iER'E'CEvATIbN2' BELOW TRENCHES -7 OUT OF FOUNDATION 550 GPD RATED CAPACITY N HYDRO-ACTION AN500 WATER IN PALE BROWN SP 3 ALL UTILITIES REQUIRE A 5' MINIMUM WASTEWATER FINE SAND 1� SEPARATION TO THE SEPTIC SYSTEM. _1 5, TREATMENT UNIT USE COFFER DAMS AND SHORING AS REQUIRED Nsy a MAX. 3.5' INTO GROUNDWATER 3'z3'zl' CONC TO EXCAVATE IN AREAS OF GROUNDWATER- CONSULT -12 ANTI-FLOATATION GEOTECHNICAL ENGINEER FOR DESIGN. SUBMERGED VOLUME = 49.35f*3.5ft= 173cf MIN. 4"0 SDR 35 PVC SEE DETAIL o ckf SAFETY FACTOR 1.5; DESIGN FOR 260cf PIPE PITCHED ®J"/12" m - GROUNDWATER'62.4lbs/cf = 16,150lbs UPLIFT TEST HOLE w w o Z DN BASE AND COVER TOTAL WEIGHT = 16,350lbs NO BALLAST REQUIRED SCALE NTS Z N N Z SEPTIC P R�OFI LE ��Fo p8358q. < U,SCALE NTS AROFESSIONP� o o N o10 z a � wa.w8 VALVE BOX W z M 4" PVC H W n .a FINISHED GRADE 5.5 INFILTRATOR MONIT. PORT F¢w'° CHAMBER FINISHED GRADE Z 'a¢z e' w �D�ym 1.25" SCH 40 PVC DIST PIPE u) 5 M W 8"'0 ORIFICE HOLES 0 1.5' O.C. - - , - - z Z C7`o CLEANOUT & ORIFICE HOLES TO BE AT 12 O'CLOCK m a 0 ti F EVERY 5T" ORIFICE TO - DISTAL END SEE ATTACHMENT(S) BE SHIELDED AND AT 6O'CLOCK EL 5.0' 4 n DISTRIBUTION PIPE 24" SCARIFY BASAL AREA ®yyo N t\l�7s 3a" 34 z x ASTM C33 SAND FILL 48" BELOW PSD INFILTRATOR QUICK4 LEACHING SYSTEM sCn SIDE VIEW 4) ENG 1K�tiE 2.0' HIGHEST EXPECTED GROUNDWATER ELEVATION EL 1.0' 0 OS z O Q N INFILTRATOR QUICK4 LEACHING SYSTEM aZ<Z CROSS SECTION ¢¢N W ZLL <=moo p��mQ N 0 01 F o_z p O O W Q ORENCO SIMPLEX DISCHARGE PUMP BASIN DETAIL "o Z p W LL p O Q K O W SCALE: NTS N N N U H N N N N o N U �' � •u)V7 w INFILTRATOR WATER TECHNOLOGIES N Y� U U)r r r QUICK4 PLUS STANDARD CHAMBER o ,y y fNS ' o z z Z Z PRODUCT SPECIFICATIONS y o: 0000 _ (NOT TO SCALE) enComm CantrolPane/ El W O O O O U Mode/VCOM-SIRO Z U U U U W �a ££E E TOP VIEW Pump Discharge �n U �a a Control Panel �fi \� INSPECTION PORT NTS 3-FOOT SQUARE DEADMAN `rF� 4$358K �_� N N NN N m 2"diam. 0 0_0 o_a_o a_o w QUICK4 PLUS ALL-IN-ONE 12 END CAP N _ _ _ _ _ R�FESSIONP �� °��N } m Orenco Model FL24G renco Internal Splice Box L r-r r Z D 24"Gasketed Fiberglass Model S84 w a Lid With S.S.Bolts. renco 1-1/4"0 Discharge Assy. Field Install 4" Model HV125B INSPECTION PORT o Grommetlnlet 4"diam. `� PRESSURIZED PIPE DRILL Pipe.Model G4L 53" POINTS LOCATIONS „„- 1-1/4"0 Transport Line To Drainfield SIDE VIEW END VIEW (2 PLACES) - _ Field Install Grommet G125L Z 48 18^� renco Float Assembly Q LLI (EFFECTNE LENGTH) Model MF3P21FS w Z n YB:On/High WaterAlarm IJ R:Off O J Y 12' 1� cs 13" -- wµ� W.,Low Water/Redundant Off LJ— U z IJ I I renco High Head Pump �LLJ W W F- C I I I —I Electrical winingDia�am Model PF2005 0 J Y _34' ��111 II _33"��111 INVERTO NTS feel Lining Rings(3) z < Q a- Note: Reinforced Concrete Anti-floatation Flange:Square If Applicable) O -Orenco Pump Basin to be Cut to Desired Length in Field g r`q ( PP ) CO = -Pump System Designed for Demand Dose Dimensions:36"Diameter x 12"Depth,Embedded 6" 0- O U -Float Heights to be Adjusted per Design Dry Weight:3'Square Deadman 1124 lb N N F I L T R A T 0 R QUICK 4 DETAILS -Pump Basin Volume: GallonInch Total Basin Buoyancy:1129 lb at 6'Submersion. -Orenco High Head Pumpmp to be Sized by Designer Anti-Buoyancy 3'S ware Deadman 3 ( ) ry p -InleUOutlet Grommets to be Field Installed Y Y( 4 ): 2961b 292% at 6'Bu Depth 3 -Precast anti-Floatation collar(As Shown). Anti-Floatation to be Calculated by Design Professional Based on Field a SCALE NTS -Anti-Floatation Collar Meets 150%at Full Submersion Conditions o o � renco Pump Basin w/Flow Inducer m Model PB2460F1 0z D Z N N Z PUMP SPECIFICATIONS w � Q U� SCALE NTS p � p V� yo 0 C (c_ J�', ! er qp yo GUARANOESS OR SHOWN AND U1ARE NOT TRWS770AIS E UNDERGROUND UTILITIES SURVEY OF DESCRIBED PROPERTY EASEMEARS NOT SHOWN AND UDLDY POLE LOCATIONS ARE NOT GWRANTEID. THE OFFSET DIM0SPECIFIC U SHOWN HEREON FROHERE ONE ARE NOT IN N THE PROPERTY LINES SITUATE AT MATTITUCK ARE FOR SPEC/FTC PURPOSE AND USE; THEREFORE ARE NOT INTENDED 1a GUIDE THE ERECTION OF FENCES, RETAINING WALL;, POOL.,PATIOS, PIAMING AREA$ ADOTTION TV BUILDINGS AND OTHER CONSTRUCTION.THE SOSIENCE OF RIGHT TOWN OF SOUTHOLD OF WAYS` WETLANDS AND/OR EA MENIS OF RECORD.IF ANY. NOT SHOWN ARE NDT GUARAMEED SUFFOLK COUNTY NEW YORK SECTION DAD ALTERIiTON OR ADDITIONAT TO THIS SURVEY IS A VK11A710N OF SECTION 7209 OF THE NEW YORK STATE EDUG710N LAW. COPIES OF THIS SURVEY MAP 1 NOT BEW/NG THE LAND SURVEYORS MGMTURE AND RED INK OR EMBOSSED SEAL SHALL NOT BE CONSIDERED A TRUE VALID COPY. S.C.T.M. No. 1000-122-04-26.2 ALL LOCATIONS OF AND OSTANCES 70 WELLS AND CESSPOOLS ARE 8Y LOGTIONS FROM HOMEOWNERS. FIELD OBSERVATIONS AND/OR INFORMATION OBTAINED FROM LOT AREA = 14,500 S.F. OTHERS SINCE MOST ARE NOT VISIBLE THESE LOCATIONS AND DIMENSIONS CANNOT BE CERDFlEo. ELEVATIONS PER AV88 DATUM. LE juLE LANE ' EDGE OF PAVEMENT (�► SEP 8 2023 lb I DRAIN �'ti' -BuI.DING DF-PT' IV56°27'10" E 80.00' � w 0 TOWN 0 18.8 c 15.0' 12.5 � 9.1 N N 9.1 to 5.5 10.0' CONCRETE F30 FOUNDATION T.F.=7.86' ^D� Tin (53.9 O.A.) p 21.9 32.7 10.3' m 15.0' C. o 0 V o W hit c ww it z o C40 PROPOSED CLEARING LIMIT �. zu 0 0 0 ,ETLANDS FLAGGED BY ENCONSULTANTS JULY 2020 FLAG FLAG FLAG FLAG FLAG �� `� FLAG FLE1_ Z G APPARENT gIGH W TER MW{ ON 07/19/111 S 53"43'47" W 80.29' PEE p F NEB Y �'�� PRLES S0�� SECCAFI C0 LAND SURVEYING PC 500 Montauk Highway 0 Moriches, New York 11955 \ems �S1040-�� _cl Phone: (631) 878-0120 Phone (631) 728-5330 <AND 5 ``f pseccafico@optonline.net Pat C. Seccafico. PLS Pat T. Seccafico. PLS —"" l NYS Lic. No. 051040 NYS Lic. No. 049287 copyright — 2023 Seccafico Land Surveying PC PROJECT No. 64172 SCALE: In = 20' DATE:' 08/22/2023 GWAUMES Q CMZFZUM APE�' " °°° SURVEY OF DESCRMED PROPERTY ar>��suUw,m•was � US&7m SITITATE AT MATT7TUCK r�, x+a�ASAc.A �� - .a � TOWN OF SOMOLD was,r AOAW amour UTAii�iAa A@ ssaxr 1=4m no „p SUPPOLg COUNTY, NEW YORK Wr(iR GCEl .mm! 9W1ERE/mo RW m Qt ammmu S ma KW K QW60 1M A MW W=[ AA L n -mo awsm ra.e,s, —Paus A@'W Lm=a^ S C.T-X No. 1000-122-04-26.2 W sou =n&�b',ow W°n"um w, LOT AREA = 14,500 S.F. LOT COVERAGE _ Z387 S.F. / 16.5Y' LOT CLSAMNG = 9,088 S.F. / 82.7Z ELEVATIONS PER NAV88 DATUM. OLE JULE LATE �� DRAIN 6} B O-2D 9 EDGE OF PAVEh1RNT g0 RDE4.65 ./®� DRAIN $5 V.• 9 BLpQE1 �� 16.479 5• ems+ O 6• --�---- �0 80.00' GX M N '10' ao 0 6� Pam'� SANITARY SYS7ZM INFORMA77ON PROVIDED` m qp�g w o � NI o a " PUMP EE- 5 0 BY. PATRIOT SITE DEVELOPMENT, INC. w� I mrc.° sa - Q a SCDRS REF. No. R-21-2109 DR o. T to cOPBR,4 I/A OWTS 7REATMENT UNIT AN-500C o • �, J1.mp 500 GALLONS PER DAY T x tom. INFILTRATOR CHAMBERS BV PSD LAYOUT 72's 34" WITH PUMP STATION ro WALL o.T E n 14 5 HAS 6 4 CHAMBER LOC47TONS FOR ROOF RUNOFF PROPANE e z •S71f n a 5-5 AND POOL BACKWASH PROVIDED BY TANKS GARAGE 2�OILv �� 9 OTHERS AND NOT FIELD VERIFIED. 0 -BLOWER/ a g' tl w 0 .I ALARM z smar FRA>Irs a/c e e o 2ND STY NO.40M BALCONY FF.&OU +G o RESIDENCE , ; 12.5 CEIAMBERS OM NAE. 7.00 4,Z 1P tS.KI DSF X Q UNOPF o SRO W 2AIID STY L'E' to ra 44 r o HKAD B96IXlNY im f.° f27 asai7r 1 NA&PA![O 2ND STnyv our y txl.Ya r PLANTED (421 S.F.) OIL C PY maw NAS ?' FaRlaB m PATIO w LYGRODBID q GQ �y0. n (SD4 S.F:) Fc POOL + w� T ~ m •1[ F q tTd � q ET.T .� O W 1FO�cR ERRS RRATBII�(-0 I pbj Z a BACKWASH FTLTl �E p1 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES z 4 CHA1�S XEnssN APPROVAL OF CONSTRUCTED WORKS FOR �i RUNOFF F � Iac`�.i ASINGLE FAMILY RESIDENCE to mDs to' NON TURF 1_6 NON TLRF c � �60. Date_ �� H.S.Ref.No. R-2741eg BUFFER BUFFERFAINVEr w 3• .,- 4- A —x r` The sewage disposal and water supply facilities at this location have been r= g inspected and/or certified by this Department or other agencies and found S to be safsfactoty FORA LWIMUM OF s _BEDROOf,7S. jp�. xJOLAIKAN PAI,RE,CHIEF cr 3y Office of wastewater Management q v NMU"S FLAGGED � 4 0 ca q _ E1HCO TAIPTE IULY 2020 N • F FLAG DFIAG O�O5w 03 91 FLAG � F7AG FLAG L YAK N 071191 ffiGH WATER PARK ON 07/19/2610 �� ,. �/ 80.29 it S 53'43'47 r� C �'1s osia+fl 4�" Rp LAWO SJ SECCAFICO LAND SURVEYING PC SOO Montauk Highway Moriches, New York 11955 o0/11/Z=EZP mom Phone: (631) 878-0120 Phone (631) 728-5330 09/ZB/ZM 2wasrim commb-s pseccaBco0optonlinenet as/24/zm JR NorM Pat G Seccofico. PLS Pat T. Seccofico, PLS Oz/z7/205 sue+.ADDED NYS Llo. No. 051040 NYS Lim No. 049287 0/16/Zaft HOP. suRvar copyright - 2025 Seccaf7ca Land Surve n PC 06/02/2024 PROP.PR. y1 g PROJECT No. 64172 SC,AL& 1' = 20' DATE: 0012212023 GUARANTEES OR CERTFIrAIlONS ARE NOT TRANSFERABLE UNDERGROUND UTILITIES SURVEY OF DESCRIBED PROPERTY EASEMENTS NOT SHOWN AND URLTY POLE LOCATIONS ARE NOT GUARANTEED. THE OFFSETFOR DIMENSION SHOWN HEREON FROM THE ARE NOT IN TO THE PROPERTY ONES SITUATE AT MATTITUCK ARE FDR SPECIFIC PURPOSE AND USE; THEREFORE ARE NOT INTENDED 1D GUIDE THE ERECTION OF FENCES RETAINING WALLS,POOLS, PATIOS, PwmNG AREAS CE OF RI OF W M WETLANDS AND/OR ON TO BUILDINGS ANDDEASEMENTS OF RRECORD.IFCONMUON WE�NOT SHOWN TON OF SO UTHOLD ARE NOT CLMRAMEED SUFFOLK COUNTY, NEW YORK SECTION NO 7209 ALTERATION OR ADDITION 7V TITS SURVEY S A NOTATION OF SECTfON 7209 OF THE NEW PORK STATE EDUCATION TAW. COPIES OF 7NS SURVEY MAP NOT BEARING THE LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL SHALL '` NOT BE CONSIDERED A TRUE VALID COPY. S C T.M. No. 1000-122-04-26.2 ALL LOCATIONS OF AND DISTANCES TO WELLS AND CESSPOOLS ARE BY LOCATIONS. FROM HOMEOWNERS FIELD OBSERVATIONS AND/OR INFORMATION OBTAINED FROM LOT AREA = 14,500 S.F. DINERS.SINCE MOST ARE NOT VISIBLE THEW LOCATIONS AND DIMENSIONS CANNOT BE CERTIFIED. LOT COVERAGE = 2,367 S.F. / 16.5X LOT CLEARING = 9,066 S.F. / 62.7X ELEVATIONS PER AV88 DATUM. �' OLE jULE LANE �' y� 49 EDGE OF PAVEMENT <y p RIM5 y DRAIN 9 PO, y• •v•' BLOCK 6 (bb. U. .Ef. 6 3 APRON oil N 56027'10" E 80.00, G.V. V c 6;i PLAs a ' SANITARY SYSTEM INFORMATION PROVIDED COVER Pump BY. PATRIOT SITE DEVELOPMENT, INC. w a , , SCDHS REF. No. R-21-2109 w cC.LC. �,�, q I/A O�I�TS TREATMENT UNIT AN-500 DR 0.WE q a tee. cl `f a� 500 GALLONS PER DAY ASPHALT w • p' INFILTRATOR CHAMBERS IN PSD LAYOUT DRIVEWA 3 g.5 PLNTD.' 0 72' x 34" WITH PUMP STATION DR 0.WE a 6. M GATE — 14.5 mS m 6.4 ,. PROPANE �i 2. ••, 04 Qi 5.5 TANKS W W GARAGE 8.2 2ND OH. GF.6.31 VERHANG n y S .c q BLOWER/ '�-6 OL W ALARM 2 STORY FRAME In t W DE RESIDENCE bCS 2ND STY NO. 4060 m W W w a BALCONY g.3716 w a 0. , OVER MA.S. CS.EL. 7.00 E. d i` SHOW 2ND STY � HEAD BALCONY to 42.7 _ W pD 6 1 2ND STY o 0 PLANTED MAS. PATIO OH •� >, co DRAIN 11.2' v x q W PATIO POOLS cc a a4 d 444 to O N'F odt 4 w c q 27.7CQ cv 6 A DRAM y, PLANTED CON y• a W HEATER ; ❑ g FILTER HEDGE to 6 0 5 9 pLANTED g 5 PLANTED ,�6 �4' � FENCE_= 4' METAL FENCFk -X 1 UFFER GATE B � y J 3• y0 9� W WETLANDS FLAGGED BY ENCONSULTANTS DULY 2020 FLAG FLAG OF NE�y FLAG FLAG F T SECC0� FLAG FLAG TIELINs ALONG APp 19 2019 0N Q� ® � 171GS WATER �K W 8 07�0 �r S 53043'47 . �29' °g �s 0510�0 �J SECCAFICO LAND SURVEYING PC 500 Mon tauk Highway Moriches, New York 11955 Phone: (631) 878-0120 Phone (631) 728-5330 psecco rico gop ton l in e.n e t Pat C. Seccafico. PLS Pat T. Seccafico. PLS 01/16/2025 UPDATE SURVEY NYS Lic. No: 051040 NYS Lic. No. 049287 0810212024 PROP. FE. copyright — 2025 Seccafico Land Surveying PC PROJECT No. 64172 SCALE: 1" = 20' DATE: 0812212023 At S, 9700 Main Road _ Mattituck,NY 11952 Office:631-298-4014 Info@NorthForkPoolCare.com Pool Walls are 10"thick at a height of 48" (Four Feet) Walls are formed and poured with 3500 PSI Gravel Mix Concrete #3 Rebar is placed inside the wall. Horizontally (doubled) at the top and bottom of the wall. Also, vertically every four feet at maximum. • • - A sand bottom is installed for pool floor. A vinyl liner is installed on top of sand and concrete. A e Page 1of 1 Generated by REScheck-Web Software Compliance Certificate Project Monteforte Residence Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,014 ft2 Glazing Area 17% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 4060 Ole Jule Lane Anthony Portillo Anthony Portillo Mattituck, NY 11952 AMP Architecture AMP Architecture 10200 Main Road 10200 Main Road Mattituck, NY 11952 Mattituck, NY 11952 516-214-0160 516-214-0160 aportillo@amparchitect.com aportillo@amparchitect.com oUA,tradlamoff,r Compliance: 11.7%Better Than Code Maximum UA: 436 Your UA: 385 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity, Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 916 49.0 0.0 0.026 0.026 24 24 Ceiling 1: Cathedral Ceiling 673 49.0 0.0 0.022 0.026 15 17 Front Wall:Wood Frame, 16" D.C. 672 25.0 0.0 0.053 0.060 27 31 Door: Glass Door(over 50%glazing) 24 0.300 0.320 7 8 SHGC: 0.40 Window:Vinyl Frame 130 0.300 0.320 39 42 SHGC: 0.40 Right Wall:Wood Frame, 16" D.C. 838 25.0 0.0 0.053 0.060 41 46 Door 1: Glass Door(over 50%glazing) 48 0.300 0.320 14 15 SHGC: 0,40 Window 1: Vinyl Frame 22 0.300 0.320 7 7 SHGC: 0.40 Rear Wall: Wood Frame, 16"o.c. 772 25.0 0.0 0.053 0.060 26 29 Door 2:Glass Door(over 50%glazing) 196 0,300 0.320 59 63 SHGC: 0.40 - Window 2:Vinyl Frame 94 0.300 0.320 28 30 SHGC: 0.40 Project Title: Monteforte Residence Report date: 04/19/22 Data filename: Page 1 of 2 � R Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Left Wall:Wood Frame, 16" o.c. 870 25.0 0.0 0.053 0.060 45 51 Window 3: Vinyl Frame 20 0.300 0.320 6 6 SHGC: 0.40 Floor:All-Wood Joist/Truss 1,425 30.0 0.0 0.033 0.047 47 67 Compliance Statement. The proposed building design described here is consi ent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building ha een designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory re en listed in the REScheck Inspection Checklist. 61A= B06 I IQ 2 - 10 9 lag Name-Title Signature Date D ARC., P I A 037405 O F Pd�NT3 y Project Title: Monteforte Residence Report date: 04/19/22 Data filename: Page 2 of 2 2018 IECC Energy Efficiency Certificate Ihsul'ation: Rating Above-Grade Wall 25.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window 0.30 0.40 Door 0.30 0.40 Cooling,'Heating& Heating System: Cooling System: Water Heater• Name• Date: Comments i i Glenn Goldsmith,President QF S®l�r Town Hall Annex A.Nicholas Krupski,Vice President ®� ®�® 54376 Route 25 P.O.Box 1179 Eric Sepenoski [ Southold,New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples R ® �® Fax(631) 765-6641 BOARD OF TOWN TRUSTEES April 14, 2022 TOWN OF SOUTHOLD Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: MICHAEL MONTEFORTE 4060 OLE JULE LANE, MATTITUCK S CTM#: 1000-122-4-26.2 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday,April 13, 2022. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9957 to reduce areas of the proposed dwelling from 1996 to 1911sq.ft.; the covered patio from 376 to 357sq.ft.; and to increase the area of the proposed grade-level pervious gravel patio from 530 to 644sq.ft; and as depicted on the site plan prepared by Anthony M. Portillo, dated March 14, 2022 and stamped approved on April 13, 2022. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Glenn Goldsmith • President, Board of Trustees GG/dd PIU* R C f.,fTt'1610A TION OWEAD'CoftENTgEFORI CER M=ICAtt OF 06"CCUPAN S C APPRO IEID AS NOTED 0LE!ER,!USED IN WATER Supaft DATE: i& y SYSTEM CA NNO T B.P.# FEE: BY: EXCEED 211-0 OF 196' LEAD NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING,INSPECTIONS: PLUM8jNfG 1. FOUNDATION - TWO REQUIRED ALL PLUMBING- WASTE FOR POURED CONCRETE 4WATER LINES NEED 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 111Z, BEFORE COVERING 4. FINAL - CONSTRUCTION MUST EI.ECTRICAL BE COMPLETE FOR C.O. 19 ar=C T 10 i q ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR "US$PLACARDING REQUIRED DESIGN OR CONSTRUCTION ERRORS. -`,-D0`N0T-,P 13.00EEDVITH. FRAMING UNTIL SUAVEY, .-O.FFOUNDATION LOCATION COMPLY WITH ALL CODES OF .:HAS BEENVPROV80." NEW YORK STATE & TOWN CODES "IIVMAEDIATELYI_:-_, AS REQUIRED AND CONDITIONS OF ENCLOSE POOL TO C.06�'.- ;,UPON COMPLETION :BEFORE"WATER" L'�11 'BOARD r)u OTHOLD TOWN TRUSTEES N.Y.S.DEC LU01)1A)ME COMPLY WITH CHAPTER "46" I-OOD DAMAGE PREVENTION '-M401 n 'rnIAl" -)CCUPANCY OR Blower door JSE IS UNLAWFUL and ductwork :WITHOUT CERTIFICA' testing required. )F OCCUPANCY Must Provide Manuals Do J and S as per NYS Energy Code RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 All exterior lighting OF THE TOWN CODE. Installed,replaced or repaired shall conform to Chapter 172 of the Town Code I GENERAL SYMBOL KEY: s LL W 3 EXISTM TO Rs-WN 10V FOUNDATION WALL .I mazgag¢ N34 WOOD FRAM 2 a a 2 pp . � S W� y � Wo N�3am Z p W w Q a Wa a J Z.Z. o.mg.U u0GC�pO F' OMMMEM F p r � R�Z> w a J z 7 R O W y Z')0..1 U CIzpaZ N C OZ�aF'1 yWj �LL�VQzyla3a .. YIORQFQQ K a z t U N 0 6W W a W 2 0 0 0 y G Q S STONE C B , \\ \\ \\ \\ \\\\ 05 VERTICAL or- �• POOL SECTION it P ;t FLANS FOR OZ. so• "JEFn+s 2 TMEAR �%/%% II n VINYL LINER , 6 J -UPON STUCCO FINISH 4'CONC.SLAB X6-IOXIO w.AM.BETNIIEN ]III / CENTER 4 IN UPPER P PLACE DUR1NS FOUR 2'RI51D INSUCOON NT.(6)� //\\//\\//\\// °11 VAPOR(BARRIER 6'COMPACTED GRAVEL BASE \/ / ✓ J / / / / / /�/ W N W z ell 0 Z 7- LL W � z OLLJ O S o 0 a LL C)f Q H O PROPOSED CONCRETE POOL DETAIL r SCALE. I/2'a I'-O• o_ M ) \ II* o Q w W a a o a SITE PLAN HATCH KEY: PROPOSED BUILDING rid LLJ Z PROPOSED POOL .' ZD N fill ] P- L u PROPOSED COVERED AREA J W r-I \I Fu) �.�� l a w >: � � Z O r Z J I- LA0) 0 Y 0- k r/ W 1 . PROPOSED 2 STORY FRAME HOUSE OARACE C�-Q® � .®Q PROJECT LOCATION &SCOPE z q* m 0 JMS GREKN 2. PROPOSED SW I MM I NC POOL lam!/ �1-' ENCLOSURE FENCE SITE PLAN & ZONING DATA = p D G A L �� DINS T 5. PROPOSED I/A OWTS $ STORM WATER MANAGEMENT Q w G�#AMBERS (BY OTHERS) - -1 •QQ GENERAL NOTES =! 00 L w1=TL�.ND SouNp�RY 5 1.'i' 4. PROPOSED 5O' NON-D I STURBANGE BUFFER > d• O TI17P� y, 2"I 2020 INEf� p BY EN CONSULTANTS MPS 2 ENERGY TABLE Z cfl rl - STRUCTURAL DESIGN CHARTS Z 0 - - ' -- - - - - - - ---- O�J �T DATA : Q Z 4 S 3 - - ------------ - --� - \ _-----_----_-_ \ i,\ - -QQ •QQ HOEDOWN, ANCHOR BOLT, U- J cv & NAILING DETAILS m Lo --- - \ - - \ STRAPPING, \ Q 2'-- \ \ \ \ \ \ z _- - \ \ PROJECT / ZONING DATA FASTENING SCHEDULE p Q= Lo \ \ \ .� TAX MAP # 1000-122-4-26.2 FRAMING GRAPHICS ; \ \ \ \ \ \ \ \ \ \ z - - 0 ZONING DISTRICT R-40 N/0 BEAM CONNECTION PATTERNS \ \ \ \ \ \ \ \ Q \ N=DI Rp aG AL \ N -__4 LOT AREA �f o.3 AGREs FIREBLOCKING DETAILS w \ 5 � 15 A $ � \ , - FEMA FLOOD ZONE X 4 AE (EL 6) - PROPOSED F V \ QoI� ` \ \ - ',\ ® � .QQ FOUNDATION PLAN (Jl I \ s\U I \ \ \ \ \ \ \ \I --5 WETLANDS DISTRICT Y PENDING H U 0 \ \ \ \ \ \ 3 \ \ \'\ \ \ DEC DISTRICT PERMIT NO. J \ \ \ \ K /\ 1-4-155-04522/00001 J w \ I 5UFFOLK COUNTY HD APPROVAL 5 1:1 M. PENDING - Q2 •QQ PROPOSED FIRST FLOOR PLAN Q \ PROP. 4 POOL ENCLOSUFENCES ------- -- ---- - - C11 � T��, - \ 6 HABITABLE SPACE EXISTING PROPOSED SILT FENGIN6 I\N \ \ \GP` \ o-- o pNGE (o } AND/OR \-_ _ - p OUN17 p15�� O �y CRAHLSPAGE AREA O S.F. O S.F. HAY BALES __ _ P.TH) i - - OJ.00 PROPOSED SECOND FLOOR PLAN , LIMITS OF GLEARI G, 6RP`pl ING FOOT �� (EXGLUb FIRST FLOOR AREA 0 S.F. 1,425 S.F. PROP. 4' POOL SECOND FLOOR AREA O S.F. 1,58a S.F. \ ENCLOSURE �_ / D D Z --- FENCE EXIST. WOOD ;0 X TOTA_ BEDROOM COUNT z O 5t- O�.®® PROPOSED ROOF PLAN 14 STORM WATER e I SLAT FENCE Cl O 5 STORM WATER, to u� CHAMBERS FOR POOL''EQUIP. CHAMBERS FOR O(1 r ROOF RUNOFF IS'SF POOL BAGKWAOH a LOT COVERAGE (50UTHOLD TOWN) D D (SALTWATER // rn ---- - 3 X6ATION) I N DESCRIPTION (FOOTPRINT) AREA co%vERAGE PROPOSED EXTERIOR ELEVATIONS z I SILT FENCING O - O % ROR'OSED AND/OR LOT AREA (LANDWARD OF 14,2-10.0 S.F. S.F. '' HAY BALES FLAGC-7ED WETLAND) O 4' 10.0' N/PROPOSED PER 10P5 04VEL I PROPOSED DWELLING W/ I,all.b S.F. 15.4% A-202 .00 n.o _ Pool _o GRA E .EVE '�PAr10 � f GANTILEVER_8 GVRD ENTRY PROPOSED EXTERIOR ELEVATIONS A PROP. 4' POOL N Ep - I4 STORM WATER z p ENCLOSURE l0 /To F A� PROPOSED POOL 336.0 S.F. 2.4% Oo FENCE RAISED PATIO � V T `N�-�' I ROOFCHAMBERS RUNOFFPR PROPOSED RAISED PATIO 551.0 S.F. 2.5% -- V1 - - 12 5' -a PROPOSED COVERED PATIO a8.2 S.F. 0.1% BUILDING SECTIONS TOTAL AREA OF ALL STRUCTURES 2-102.8 S.F. O�v �� 2•� � PATIOdJ -1 I PROP. 4' POOL s , \` ` ' + � 10.5 FENCE SURE "MAXIMUM LOT COVERAGE ALLOWED - 20% F ROP05ED' 2 STORY FRAME HOUSE I ® � .®® DESIGN DETAILS m 4 GARAC E o EXIST. WOOD REWIRED SETBACKS - MAIN BU I LD I NC N SLAT FENCE GAR.=6.4' r: IN REQUIRED EXIST. PROPOSED COMPLIES 2 SELF CLOSING GATE I I o SELF CLOSING GATE U (3) 12o CAL. ABOVE Io.o' ¢ FRONT YARD 55.0' 0.0' 55.0' YES A-402 .00 DESIGN DETAILS GRADE PROPANE T 5.5 8.5 'L TANKS ON GRAVEL ram" in 12 5 SIDE YARD 10.0' O.O' 10.0' YES _ BASE ° 14.2' m cm°• m 14 2' BOTH SIDE YARDS 25.0' O.O' 25.0' YES -- , _ srEPs-_,' cv G/ I I ' 6.2' Lii 6--- LINE OF EAVE in - LF - PROPOSED a ` ABOVE STEP 100 \1P, � REAR YARD 35.0' O.O' 102.0' YES ®� •®® STRUCTURAL PLANS ❑ 2ND STORY �yious�, L waLK y�� lo' _i I . PROJECT: O _CANTILEVER O MIN. SILTFENGING ;--------___�■, '- \ , - I I j- � Q� Q® PROPOSED STRUCTURAL PLANS MONTEFORTE AND/OR � �________ �p - HAY BALES ___-_____ O AI SILT FENGIN6 RESIDENCE -- ,, i_----- _ � � rnl AND/OR (5) 24' PSD HAY BALES ROWS W/ 50% �' S\ I 1 EXPANSION z HOLE EL=5.5' �� F- 1 Q 1 .00 DWV WATER SUPPLY RISER 4060 OLE JULE LANE GAS RISER m 24.0' go.00 , MATTITUCK, NY 11952 '' 6 2�I o I E PROPOSED I PERVIOUS 1 ORA\�L , DRAWING TITLE: -' � DRIVEWAY I -- - --, ,��i4 v, EX15r. EXIST.(D PROJECT LOCATION &SCOPE SITE PLAN & ZONING DATA ------ ^0 �i�/ DRAIN DRAIN 6 Y�.0 f.. •- e t. OLE OLE JUL E L � � � 3� R PAGE: SITE PLAN RAU " -00 woo SCALE: P-O" = 15'-0" �^ 9L� ,P w. •; DATE: 02/14/23 1 OF 16 NOTE: .° �F ¢��` SUBJECT PROPERTY �$1 1. Fi SOD MAP DATA FROM FEMA M;Li'#:36103G018'iH MAP DATE SITE LAYOUT NOTES: , a/25/200a FLOOD ZONES X, � AE (EL 6) I. THIS IS AN ARCHITECT'S SITE PLAN 4 IS SUBJECT TO VERIFICATION BY A LICENSED s 50 ��, A& 2. SIT£ PROTECTION/SILT FENCING TO BE SURVEYOR. THE INFORMATION ° `' ° Q�`RO �� REPRESENTED ON THIS SITE PLAN IS TO THE INSTALLED AS REQUIRED BY SOUTHOLD ARCHITECTS BEST OF KNOWLEDGE. • � � � �,' TOWN. 2.SURVEY INFORMATION WAS OBTAINED 5. SURFACE WATERS ARE LOCATED WITHIN FROM A SURVEY DATED NOVEMBER 15, 500 OF THIS PROPERTY 2020 AND PREPARED BY: ;�22 4. ELEVATIONS BASED UPON N.A.VD. 88 NATHAN TAFT GORWIN III �r c I - :• 'STp4g _0 E ZZ)) NN DATUM 1556 MAIN ROAD F `� 5. TIDAL WETLAND BOUNDARY AS JAME5PORT N.Y. I1a41 TELEPHONE: (651) 72-1 20a0 DELINEATED BY EN CONSULTANTS MAY 2-7, 2020 L.OG T I ON MAP SCALE: NT5 J� \ / J� NOTES � 5FEG 1 F I f,AT 1 ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS GLA55 WINDOWS AND DOORS ABBRE Y I AT I O I S 0 a) I. ALL LUMBER SHALL BE DOUGLA5 FIR LARCH #2 d BETTER (Fb = b75) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL &LASS TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. 0 _ IT 15 THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER Q TOOETHER AT ALL TIMES. IT I5 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. PR ANY MATERIAL OR METHOD OF E SHO UCTIONN, AND NOT SPECIAUTHORITY TYHA (BD. BOARD INSUL. INSULATION t PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. CLASS DOORS AND WINDOWS SH,4LL NOT BE INSTALLED UNTIL PROPER - __ _ �� Q � � SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE Ib" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE,MODELING, OR TESTING BY AN APPROVED CLEARANCES ARE PROVIDED. w Z O BFE BASE FLOOD ELEVATION INT. INTERIOR GENERA) 8" MIN. FOUNDATION EXPOSURE. AGENCY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR _j � N Tq I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE 3. ALL 5LIDIN6 GLA55 DOORS, SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED - J rI 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT WITHIN 15" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, BLDG. BUILDING KIPS (1000 LBS) H APPLICABLE BUILDING DEPARTMENT. --- - - - W PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb",UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD UNLESS OTHERWISE NOTED. BM BEAM MANU. SPEG.'s MANUFACTURER'S SPECIFICATIONS < � >; 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, AS 4. ALL &LASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 1 Z ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING APPLICABLE AS A DERIVED WORK). MANUFACTURER'S SPECIFICATIONS. B.O. BOTTOM OF MAX. MAXIMUM � STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 4. AT FLUSH FRAMING USE 16 6A&E METAL JOISTS HANGERS BY "TECO" OR _ Z q cn EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MEGH MECHANICAL J =:3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW PORK STATE ___- JP J 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL ENERGY CONSERVATION CONSTRUCTION CODE. AND AUTHORITIES HAVING JURISDICTION. B.O.W. BOTTOM OF WALL MIN. MINIMUM H to Y FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR 6RADIN6 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR Q 4. ALL UNNOTED OR NON-VISIBLE EA5EMENT5 ARE THE RESPONSIBILITY RULES SPECIFIED IN 1.1 THROUGH I.B. G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF IgBb d OF THE OWNER/BUILDER 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, COL. COLUMN NYC, BG NEW PORK CITY BUILDING CODE (L LbR�t m 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER,SHALL BE IDENTIFIED 7• ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL -I. ALL BEAMS, 61RDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. --� Z SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING CONT. A CONTINUOUS O.G. __ ON CENTER WITH THE WORK. WHICH PARTICIPATES IN AN ACCREDITATION E PROGRAM, SUCH AS THE b. ALL 6LA55 IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 - - b. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE = Q b. NO DEVIATIONS OR CHANCES TO THE STRUCTURAL SYSTEM SHALL BE MADE 6RADEMARK SHALL INCLUDE AN EA51LY DISTINGUISHABLE MARK OR SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. DBL. DOUBLE - OCG. OCCUPANCY � F- m UNLESS APPROVED BY THE ARGHITFOVENOINEER. q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN510NIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE - - Z q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION Q J P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qg. ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE -!. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH DIM. 11 DIMENSION P. GONG. POURED CONCRETE _� J 00 BEFORE THE START OF FRAMING 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 12. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE - �� _-- - d" ON PAGE 6-003. GENERALLY, SHEATHING 15 OF I/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL CLUED LAMINATED O 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. ROOF AND IS OF GDX &BADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, D.J. DECK JOISTS PL. PLATE Z m (9 FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ROUGH OPENING,U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS - - - J r"I V-1 q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED REQUIREMENTS. EA. � EACH PLYWD. I PLYWOOD _1< T-i O WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM V5055 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ELEV. ELEVATION P.T. PRESSURE TREATED 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING TEMPERED GLASS. � z Z N CERTIFICATES,CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL NAILING AS PER FASTENING 50HEDULE ON PACE 6-005 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS DOCUMENT, THE 6OVERNINC BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT REay REQUIRED LL -� 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. -- F Ln w AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN APPROVED EQUAL. EVALUATION REPORT. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE EXIST. �LXISTING RI 1 RISER PERMISSION FROM THE ARCHITECT. MISSILE TEST OF A5TM Elggb AND A5TM E1666 AS MODIFIED BY 2020 NYS BG -- r- =) Ln 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET EXT. EXTERIOR RM. ROOM Q Q 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE NORK AND IS UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR - - 6 r'I J O RESPONSIBLE FOR DESIGN INTENT ONLY. ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF ANSI/DASMA 115. F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER 14. PROVIDE 'X' CROSS BRACING AT JOISTS,STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. EXCEED b'-O" AND AT EVERY b'-O". 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH [FAR FLOOR AREA RATIO STL. l STEEL C70VERNINO BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. A THICKNESS OF NOT LE55 THAN a" AND A SPAN OF NOT MORE THAN b' SHALL - --- 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND F.A.V. FRESH AIR VENT S.V. SMART VENT W TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 0-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE RUBBISH, WASTE MATERIALS, TOOLS, ETC.,GLEAN 6LA55 AND LEAVE WORK WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS FF FINISHED FLOOR TBD 1 TO BE DETERMINED F_ BROOM GLEAN. 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE V NECESSARY. SET FORTH IN AN5I/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT FF ELEV. 11 FIRST FLOOR ELEVATION TEMP 6L. TEMPERED GLASS W 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINC5, CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED _ LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES G-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. ON THE BUILDING. F.J. FLOOR JOISTS -� THK. THICK = J AND ORDINANCES. PLUMSIN6 - -- - Ib. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. L6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL 1. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) FOUND. FOUNDATION T.O.W. 1�TOP OF WALL � m J 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 036 SPECIFICATION FOR GYPSUM SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. - THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM 057 SPECIFICATION FOR GYPSUM LATH, OR A5TM G7g FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD Q COMPLETION OF PROJECT. 5PECIFICATION FOR GYPSUM SHEATHING BOARD. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. ----_ -_ -- s,:,w ' Iq. AT ROUGH OPENINC75 PROVIDE ALL APPLICABLE NAILING AND STRAPPING FR. � FRAME TYP. TYPICAL 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, AS PER PAGE 6-003. I.-T. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION \ ARGHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF AND AT BASE OF VERTICAL WASTE PIPES. FRPR. FIREPROOF U.O.N. UNLESS OTHERWI5E NOTED A&AIN5T ALL CLAIMS, DAMAGES, L055E5 AND EXPENSES, INCLUDING 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. --- ------- ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF ACCORDANCE w/AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/5" PER f FTC. FOOTING VERT. VERTICAL THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 STRUCTURAL PANELS: FOOT. - --- - , IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO METAL BY REPEATED BRUSHING, DIPPING,OR SOAKING UNTIL THE WOOD GYP. BE GYPSUM BOARD V.I.F. VERIFY IN FIELD INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.6.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 5, GENERAL TRAP AND WASTE SIZES AS FOLLOWS,UNLESS OTHERWISE NOTED: ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED IN CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE - DISH WASHER.........................................2" H.D. HOLD DOWN W/ WITH MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (PS 1) CONSTRUCTION AND - - WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE - KITCHEN SINK........................................2" CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. FOR LOCATIONS SUCH AS: LEDGER BD.,SILL PLATE,DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY - LAVATORY...............................................2" f HDR HEADER 11 HD. WOOD \ EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR - SHOWER/TUB_._.,•.•,•,.••,•.,,•.••,,,,,,,,,,,,,,,,,,,2" ___ ____ -- \ BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE - TOILET........................................................3" HNOR HANGER 1 ZR ZONING RE50LUTION PARTY INDEMNIFIED HEREUNDER. 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. - LAUNDRY .................................................2" A. TRU55 J015T McMILLIAN 1.11E MIGROLAM - FLOOR DRAIN..........................................3" HOB. HORIZONTAL Ib. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING B. OEORG1A PACIFIC 2.OE &-P LAM 1.5.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND ------ -- -- ---- BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 6. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT STACK AND INCREASED TO 4" OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY THROUGH ROOF. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, ALL TO BE INSTALLED AS PER MANU. 5PEG.'s PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR 7. PROVIDE FROST-PROOF HOSE B165 WITH EASILY AGGE551BLE DRAIN 4INSULATION I I I I I FENESTRATION ( � I /"� I �� AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN 22. I-JOIST FLOOR SY5TEM5 SHALL BE IN ACGORDANGE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. DRAIN GOOKS AS REO'D. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW I `4 l! I I �l I �{ Cam( AUTHORIZATION OF THE ARCHITECT/ENGINEER. FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, PROTECTION. AND ANY ADDITIONAL REQUIREMENT5 SET FORTH IN THE MANUFACTURER'S I.b.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL - - .Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A206.1 AND ANY b. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE WITH BACK FLOW PROTECTION. PROPOSED DESIGN CODE PRESCRIPTIVE VALUE 4 PERTAINING ARE TO BE FIELD VERIFIED. 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. COMPONENT COMPLIES NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE g. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL VALUE CITATION (PER 2020 NYSECCC) 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL L&A. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS HEALTH DEPARTMENT STANDARDS AND REGULATIONS. WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.1 CELLUL051G - ___-- - _ __ EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM G206 STANDARD SPECIFICATION FOR 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR lI 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. TO CONGEALMENT OF PLUMBING. U-VALUE = 0.25 MAX. U-VALUE = 0.52 SPECIFICATIONS, UNLESS NOTED OTHERWISE. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. FENESTRATION U-VALUE AIR LEAKAGE = 0.30 GFM/5F MAX. AIR LEAKAGE = 0.50 GFM/5F YES i.b.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL 51DIN5 USED IN 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS A5 PER BUILDING CODE. PER R402.4.3 8 TABLE R402.1.4 - CLIMATE ZONE 4 22. PROVIDE FIREBLOGKING AS PER NEW YORK ACCESSIBILITY STANDARDS. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENT5 OF U.S. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED _ ___ MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I NOR ANY POTENTIAL DAMAGE THEREOF. 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1),THE 60VERNING BUILDING CODE, AND ANY ADDITIONAL UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION ELECTRICAL: COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. OF THE HOLE SHALL NOT BE OL05ER THAN 5/b" TO THE EDGE OF THE STUD. REPORTS. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM SPRAY FOAM INSULATION MIN. R-VALUE = 41 NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. TO 201-I NATIONAL ELECTRIC CODE, NFPA 7 WHERE ATTIC SPACE ALL0 AND 2020 NEW YORK STATE CEILING R-VALUE (BATT T INSULATION MAY LOWS) PER TABLE R402.1.2 - CLIMATE ZONE 4 USED 5 CODES AND REFERENCE STANDARD: 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL ENERGY CONSERVATION CONSTRUCTION CODE. 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON __ _ NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK NOTES, AND TABLES ON PAGE 0-003 d 0-004. THE FASTENING SCHEDULE 2.2,1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND COMPLETION OF WORK. 11 -� to STATE ENERGY CONSERVATION CONSTRUCTION CODE. SPECIFIES THE REO'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). EXTERIOR (2"xb") WOOD R-14 SPRAY FOAM INSULATION MIN. R-VALUE = 20 (C z AVITY) SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: FRAME WALL R-VALUE R-11 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES w 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LAC 50REW5 OR LA6 BOLTS SHALL COMPLY WITH ANSI/ - GENERALLY,VERIFY OR PROVIDE HARD WIRED _ ____ __ ___ _ WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS MANU. SPEG.'s). ASME BI6.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). SMOKE DETECTORS w/BATTERY BACK-UP IN: 0 CONSTRUCTION MANUAL BY THE AMERIGAN FOREST d PAPER ASSOCIATION HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. FLOOR R-VALUE R-30 GATT INSULATION MIN R-VALUE = Iq YES 0 (AFdPA) AMERIGAN WOOD COUNCIL (AWG). 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES A. EACH SLEEPING ROOM PER TABLE R402.1.2 - CLIMATE ZONE 4 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN _ 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, B. OUTSIDE OF EACH SEPARATE SLEEPING PLUMBING CODE. TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE OOVERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AREA IN THE IMMEDIATE VICINITY OF COMPLIANCE STATEMENT: WALL w/ STEEL SHIMS d A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. THE BEDROOMS (GENERALLY THE HALLWAY) TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SECURE w/ (2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. ui MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS C07E. EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND C. EVERY LEVEL OF DWELLING Q 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I6" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, (BASMENT, FIRST FLOOR, b SECOND FLOOR, ETC) in CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING,U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL TABLE R5011 HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY CLIMATIC GEOGRAPHIC DESIGN CRITERIA CONSTRUCTION CODE. ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ' FOUNDATION. CONCRETE. AND MASONRYI. CONTRACTORS TO VERIFY ALL DIMEN51ONS OF EXISTING FOUNDATION AS IT ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERST _ PROJECT: GENERAL WIND PROTECTION CONNECTION NOTES: STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE _ GROUND SNOW LOAD 25 LBS ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL U.D.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE b" LONG SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF -- CONSTRUCTION;55TD 10-qq AND 2018 SBG HIGH WIND EDITION WOOD FRAME w/6" RISE d w/(2) s/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2.2.5. NAILS: NAILS SHALL COMPLY WITH ER5:A57 F NAILl(obS, STANDARD THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. ALLOWABLE M 0 NTE FO RTE G. A C,GTION SET b" DIST.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. STRUCTURAL MEMBER BASIC, WIND SPEED 150 MPH DEFLECTION RESIDENCE I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED 501E _ FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. ASPHALT ROOFING SHINGLES SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B i. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE 3. SOIL TO HAVE MIN. BEARING CAIIACITY OF (1) TON/SQ. FT.,U.O.N. L/180 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT SHINGLES OR APPROVED EQUAL. MANUFACTURER'S CODE EVALUATION REPORTS. W/ NO FINISHED CEILING ATTACHED TO RAFTERS INCLUDED IN THHEESTANDARD RD BUILDING CODE, SECTION 2306 OF IBC SHALL 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE,UNLESS SEISMIC DESIGN CATEGORY B _. BE U5ED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLESS OTHERWISE OTHERWISE NOTED 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B Ib.b.l INTERIOR WALLS d PARTITIONS H/180 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE WOODSCREW5 (INCH SERIES). WEATHERING SEVERE 4060 OLE J U LE LANE DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL SWIMMING POOL 4 HOT TUB 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. FLOORS a PLASTERED CEILINGS 1-/360 FROST LINE DEPTH 3'-O" MATTITUCK, NY 11952 AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. LINE. 8 24' FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. I. IN-GROUND POOLS SHALL BE DESIGNED AND CONSTRUCTED IN CONFORMANCE b. NO BACK FILL SHALL BE PLAGE7 AGAINST FOUNDATION WALLS 3. PROVIDE FLASHING NEOE55ARY FOR WATER TIGHT AND WEATHERPROOF WITH ANSIAPSP/IGG 5 (AMERIGAN NATIONAL STANDARD FOR RESIDENTIAL UNTIL 151 TIER OF FRAMING 15 IN PLACE. ALL OTHER STRUCTURAL MEMBERS L/240 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL INOROUND SWIMMING POOLS, 2011) TERMITE MODERATE TO HEAVY SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE CONSTRUCTION. PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 2. PERMANENTLY INSTALLED SPAS AND HOT TUBS SHALL BE DESIGNED AND -1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. DRAWING TITLE: AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S CONSTRUCTED IN CONFORMANCE WITH ANSIAPSP/IGG 6 (AMERIGAN NATIONAL EXTERIOR WALLS W/ PLAST'ER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES SPECIFICATIONS. STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM 5PA5, 2013) b. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED _ GENERAL NOTES 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 3. AN OUTDOOR SWIMMING POOL SHALL BE SURROUNDED BY A TEMPORARY SOLID WITH CONCRETE. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER IS 5. NAILING OF ROOFING SHALL BE TO CODE. BARRIER (MINIMUM 46" IN HEIGHT) DURING INSTALLATION OR CONSTRUCTION ENERGY TABLE THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 0-005. LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF b. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 6A&E STAPLES ARE WITH LOCAL AND STATE RESIDENTIAL BUILDING CODES IS PROVIDED. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS RAFTERS. PERMITTED 4. SWIMMING POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 25 b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. BARRIER COMPLYING WITH SECTIONS R326.4.2.1 THROUGH R326.4.2.6 OF THE DAYS OF 4,000 F.B.I., U.O.N. 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 2020 NYS RESIDENTIAL CODE. 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 46" AND EVERY 2:12 PITCHES TO 4:12 PITCHES 5. BARRIERS,BARRIER GATES,LATCHES, ALARMS AND MECHANICAL FUNCTIONS 11. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH lb" WITHIN W OF EXTERIOR CORNERS. SHALL COMPLY WITH SECTIONS R326.4.2.7 THROUGH R326.7.3 OF THE 2020 NYS 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER 57RUG7URAL DESIGN LOADS PAGE: b. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF RESIDENTIAL CODE. b. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED THE SEALANT TO UPLIFT FORGES USING ASTM D 63b1. 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER SITE WORK 13. BRICK VENEER TO BE ANGHORH7 WITH CORROSION RESISTANT TIES - G-OO2mOO OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR USE LIVE LOAD DEAD LOAD GYPSUM WALL BOARD (1) WALL TIE PER(3) 50. FT. PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT 2• VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A D15CREPANGY, BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MASONRY COMPOUND METHOD. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXTERIOR BALCONIES 40 psf 15 psf RECEIVE CLARIFICATION FROM ARCHITECT/ENCINEER PRIOR TO PROCEEDING. FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. AND AT SPACING NOT EXCEEDING 4' ON CENTER. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. DECKS 40 psf 15 psf MECHANICAL CONNECTIONS: OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. DATE: 04/13/22 I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE 2 OF 16 DEEMED APPLICABLE. SITE. STOCKPILE ALL EXCAVATED MATERIALS. FROM FOOTING TO 2" ABOVE FINISH GRADE. PA55ANOER VEHICLE GARAGES 50 psf AS PER PLAN SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. 3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE I&. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES (WHERE APPLICABLE) AT HEAT PRODUGIN6 EQUIPMENT TO EXTEND THREE FEET ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE OF 40°F AND FALLING,UNLESS APPROVED BY ARCHITECT/ENGINEER. NO ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42"9 10 psf 15 psf 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. BY "SIMPSON" MANUFACTURER. EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL ATTICS WITH STORAGE (MAX CLEAR HOT > 42'9 20 psf 15 psf CONCRETE PANEL5 OF 5/b" THICKNESS MINIMUM. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY p p _.. -�- ° -..,„ 3. BALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES ARCHITECT/ ENGINEER. '?F*D.A,� ,�,, INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES,CORNERS, AND EDGES SHALL BE ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf " ,, ,-'. -.•�R ;" :; A LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY TAPED AND RECEIVE THREE COA75 OF JOINT COMPOUND. ALLOW 24 HOURS INSULATION Ib. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND ',-,,•'• .'I*•( - , LOADING VALUES ARE LE55 THAN WHAT IS SPECIFIED BY 'SIMPSON" TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED WHERE EVER APPLICABLE. � ,'r Q, '� <,', ; FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SLEEPING ROOMS 30 psf 15 psf , 1, C� `I Al , 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND FOIL TO BE PLACED TOWARD WARM SIDE. Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A 4 1 ;4 MIN. 10' DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. STAIRS 40 psf 15 psf f ALL OPENINGS. p p `` K ' `� t, 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 7� , `�-. °, 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK : MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY CONCRETE SLABS TO HAVE bxb IC/10 WELDED WIRE REINFORCING. _"�' CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE GUARDRAILS AND HANDRAILS 200 psf 15 psf (� lr :x ;;tv- . "�= rI 4Mu FOUNDATION WATERPROOFING. �� . .�(�G.,, M` '� 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED '`� 4. 1`r SPECIFICATIONS OF THE PRODUCT BEING INSTALLED AS IN SOLID b SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. IV' WIDE x b" 12 psf FOR ATTIC E' I 3. GENERALLY,UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: DEEP # V-O" BELOW GRADE. ROOF LOADING (LIVE = &ROUND SNOW LOAD) 25 psf 15 sf FOR LATH. � . 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY MECHANICAL, FUEL OAS: - g" R-50 FOR FLAT CEILINGS P *'R ARCHITECT - &.25" R-500 FOR VAULTED AND CATHEDRAL CEILINGS 1. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/THE - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION b. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM NYS MECHANICAL CODE AND FUEL CA5 CODE - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION *ALL STRUCTURAL DE51ON CONSIDERATIONS ARE IN CONFORMANCE WITH HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED - 5.25" R-21 FOR FLOORS ASCE 7-16 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. ®� ® � DETAILS TYF I GAL_ NA I L I NO/STRAFF I NO REOU I REMENTS FOR FASTENING SCHEDULE A Q v ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'s;MANUFACTURER UPLIFT, SHEAR, LATERAL Y `4,I I ` D RES I STAI `l(.*�E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS Q F= 0) SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, "A STRAPPING TO BE "x 20 GAUGE"E� -- " - AND ROUGH OPENING FRAMING REQUIREMENTS) � vi LL lY4 SIMPSON EQUIVALENT G520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE ~ ri w [FUSE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) Lu >: Z ' ' F ASTENER SEC. FASTENER HOEDOWN 'A' HOEDOWN DESCRIPTION _ =CONNECTION A AILI (5 (5RID SPACING Z J_ � F— Ln Y FOPOUNDATIONST � n ROOF � GE I L I NG FRAMING � � � I.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A 16d O O O ENDWALL NW DALL ,....�-•�- COMMON NAIL w/o PREBORED HOLES. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER RAFTER 0 C) C) (3) 2x FULL (3) 2x FULL CORNER STUD ---' AT RAFTER TO RIDGE �' 2 2.WOOD 15 ASSUMED TO BE DF,#2 E BTR. IN DRY USE It m it HEIGHT STUD HEIGHT STUD CONNECTED TO R•R• 2" ry SERVICE Z CORNER STUD TRANSFER SHEAR CONNECTION: CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 5-005 PER JOIST CONNECTED TO S.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL O TRANSFER SHEAR "SIMPSON" HDQB CIE �Y (PIIDENT DURIN INITIAL INSTALLATION)PREBORE THE NAIL = 0 FOR STRAP - 3 8 d COMMON HOLES,SET NEW MEMBER. GEILIN6 JOIST TO PARALLEL RAFTER(PAGE-NAIL) SEE PAGE G-003 EACH LAP 2-Ibd COMMON HOLDOWN ANCHOR ® 2-16d COMMON ,..y NAILS ® EA. END OF STRAP. • • • • • • • Z NAILS OM O.G. d LOCATIONS NOTED NAILS ® b" O.G. d 4.NO MIXIN OF NAIL SIZES OR TYPE5 ALLOWED LLI • • GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) q-Ibd COMMON EACH LAP a ON PLANS 10" O.G. IF BLOCKED �`., • • J 10" O.G. IF BLOCKED CORNER POST ^�.� FOR ROOF SLOPES UNDER 5:12 WITH GJ. G.TIES �` 5,SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO J 00 CORNER P05T , TIGHTLY BOND THE END OF THE NAIL TO A q0" ANGLE,SEE _ - `' - ROOF SPANS OF 24 OR GREATER COLLAR TIE TO RAFTER FAGS NAIL SEE PAGE G 003 PER( ) TIE '-..., GRAPHIC BELOV�V O i - USE 4 8 d COMMON NAILS ® _ Z Cy)51MPSON" HDQB C� ~`' 6.DIMENSIONS ARE DERIVED FROM THE PI COMMENTARY r"I HOEDOWN ANCHOR® EA. END OF STRAP FOR ROOF BLOCKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END J SECTION 12.4-PLACEMENT OF NAILS d SPIKES d TABLE LOCATIONS NOTED a° SLOPES OF 5:12 AND GREATER. GR 4-1. Y O ON PLANS ° RIM BOARD TO RAFTER (END-NAIL) 2-16d COMMON EACH END IxZ CV '-- d a° CONNECTION BI B2 AT RAFTER TO TOP PLATE TO STUD NALL FRAMING LL Lu co HOLDOWN INSTALLATION OPTIONS: d CONNECTION: � j � FOR NEW P, GONG. FOUND.'s " FOR STRAP - 'J 8 d COMMON NAILS ® E32 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON I PER FOOT O HOLDOWN CAST IN PLACE w/-1/6"(P THREADED ROD • • • EA. END OF STRAP: • • stm WHEN IN TOWN OF ISLIP OR NAILING ; I TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-16d COMMON JOISTS - EA. 51DE FOR EXIST. P. GONG. OR NEWLY CURRED FOUND.'s • • • • -1/&"41 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO .s GEOMETRY EXCEEDS THAT PERMITTED IN ' f • MAX. NAILING GRID ABOVE UTILIZE ' STUD TO STUD (FACE-NAIL) 2-Ibd COMMON 24" O.G. CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY � B I W ADHESIVE), b FOR TEMP.'S O°F-40"F USE "SIMPSON" AT i �� SIMPSON # H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH ACRYLIC. ADHESIVE) '• �' HEADER TO HEADER (PAGE-NAIL) Ibd COMMON Ib" O.G. ALONG EDGES • FOR TOENAILING - 3 8 d COMMON NAILS ``--...... U FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON PER STUD FILL TOP 2 COURSES SOLID d CAST IN PLACE HOLDOWN USE SAME Lu CONNECTION •`'^••-•....._,,,,•_ FOR G.J. TO R.R. - q 16 d COMMON NAILS w/-1/5"4) THREADED ROD REQUIREMENTS FOR ~—•� ' BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, (� RAISED G.J.'s(WHEN T`` 2-Ibd COMMON ',2 PER FOOT V i APPLICABLE) FOR EA. PLATE TO STUD ABOVE 8 OR BELOW AT G.J. TO G.J. CONNECTION: ENDJoIST, or BLOCKING (PAGE-NAIL) V J HOLDONN G HOLDONN D _2 _I6_d COMMON NAILS FOR G.J. TO G.J. - 9 16 d COMMON NAILS FLOOR FRAMING a FOR NEW a EXIST. _ JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER JOIST FOUNDATIONS �c FOR NEWLY POURED CONNECTION C 1 02 • FOUNDATION ® ONE STORY ONLY '►` (5) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END HEIGHT STUD CORNER STUD ONNEGTED TO TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY BLOCKING TO J015T (TOE-NAIL) 2-8d COMMON EACH END "SIMPSON" HDQB (3) 2x FULL �.-•-'•� : ° BLOCKING TO SILL or HOLDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD �/ G2 TO STUD CONNECTION: 5-16d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. 6 .- ° TOP PLATE (TOE-NAIL) ON PLANS lo" O.G. IF BLOCKED G( / FOR STRAP d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 5-16d COMMON EACH J015T CORNER POST i 1 NAILS ® EA. END OF STRAP N, JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-5d COMMON PER JOIST h ' € '� FOR EA. PLATE TO STUD ABOVE 8 OR 2-I6d COMMON I BELOW - 2 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 5-Ibd COMMON PER JOIST NAILS ® " O. LZI -- ° BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON ' PER FOOT ° a • ROOF SHEATHING STRUCTURAL PANELS: INTERIOR ZONE 8d COMMON b" EDGE / 12" FIELD a "SIMPSON" ST 14RJ CONNECTION DI 4 D2 BL ID PERIMETER EDGE ZONE 5 ad COMMON 6" EDGE /6" FIELD NS HOLDOWN INSTALLATION OPTIO : • EA.BAY GABLE ENDWALL RAKE OR RAKE TRU55 w/ 8d COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s UP TO ell, RAKE OVERHANG�-`"""• HOEDOWN CAST IN PLACE w/-I/8"cD THREADED ROD - " • • AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NG SHEATHING FOR EXIST. P. GONG. OR NEWLY CURRIED FOUNO.'s �� • • THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATES) GONNEGTION: -D2- � CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY F2R'OMIN f I GYPSUM WALLBOARD ADHESIVE), d FOR TEMP.'s 0"F-40"F USE "SIMPSON" AT CORNER ` e (HIGH STRENGTH ACRYLIC ADHESIVE) FOR STRAP - 3 8 d COMMON NAILS ® EA. COOLERS 7" EDGE / 10" FIELD I 05PEGIFIED ON • END OF STRAP (WRAP STRAP UNDER SILL PL) I NALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE • I FILL TOP 2 COURSES SOLID b CAST IN PLACE HOEDOWN o ° FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - I - - w/7/6"iP THREADED ROD _2 _16_ d COMMON NAILS '_. STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD ° ALTERNATE CONFIGURATION - ABOVE STUD TO [ /(3) GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD STRAP w ° FLOOR CONNECTION w/ # LPT4 SIMPSON (OR .._ bd NAILS o END -- Z NA I L I NO/STRAFF I NO @ N I NDONAI )OOR HEADER ~ STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES OF EA.STRAP TOLu EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) 2 ALTERNATE USE F 0 SIMPSON H2.SA) U NOTATION: STRUCTURAL PANELS: A - NUMBER OF 8d NAILS® EA. END OF STRAPPING (200 WFGM,TABLE 3.1,P. IBq) CONNECTION E 1" or LESS: > B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.23B,P. 2q1) 8d COMMON 6" EDGE / 12" FIELD G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2015 WFGM,TABLE 3.23G,P. 2"12; GREATER THAN I': IOd COMMON 6" EDGE / 12" FIELD -- ALTERNATE AS PER TABLE 5.230,P. 2q3) - '"-�^ D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE • 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. w A D (2018 WFGM,TABLE 3.7,P. 18q) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2015 WFGM,TABLE 3,22F,P. 2&5) r s a FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILLS) ® EA. SIDE } ° a PLATES) CONNECTION SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR C' (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.6,P. Iql) ° a a as SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. a s - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: B E " ° NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-160 NAIL PER FOOT. FOR STRAP - 3 8 d COMMON NAILS ® EA. 5 - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTENING SCHEDULE B ---.... a a a END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE M 0 NTE FO RTE F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/D FOR EA. PLATE TO STUD ABOVE d OR BELOW - USED.OOR OPENINGS "`- ``� " ° (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 200 EDITION) 9 2 RESIDENCE I6_ d COMMON NAILS A NOTATION - OPNG 4060 OLE JULE LANE MATTITUCK, NY 11952 4'-0" 4 1 2 2 2 2 SPL I (i I NO OF TOR PLATE GABLE ENDNALL " - PROVIDE (2) 2"xIO" HDR (MIN.) U.O.N. 6'-O" 5 1 5 5 5 5 BRACING/STRAPPING DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"xb" (MIN.) TOP PLATE BLOCKING 2 FOR RAKES 12"OR HOLDOWN, ANCHOR BOLT, 72 5 4 4 4 SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK o BLOGKIN m 1�2"VOC. STRAPPING LENBiI-I FOR WIND - EXPOSURES 580 - FOR WIND - EXPOSURES B8G - 4'-0" O.G. TO AGHEIVE RAKE O.H. , & NAILING DETAILS ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM 5PLI0E',2''4 BUILDING MINIMUM SPLICE',--" DIMENSION (FT.) LENGTH (FT) DIMENSION (FT.) LENGTH (FT.) TYP.STRAP w/(3) PAGE: 8d NAILS EA.END 12'-0" 2'-O"/2'-6" 12'-0" 3'-O° OF EA. STRAP ATTIC N�H C R 5®L T S F E� I F I �A T I O N S I6'-O" 3'-O"r3'-q" I6'-O" 4'-O" G-003mOO 20'-0" 4'-O"/5'-O" 20'-0" 5'-0.. T6"-12" SPECIFICATION (2018 WFGM TABLES 5.2A 4 5.28, P. 157-160) BLOCKING 2 SAYS CORNER gq.. 24'-O" 4'-O"/5'-O" 24'-O" b'-O" BACK® 4'-0" O.C. DATE: 04/13/22 3 OF 16 CONDITION FOR ALL STRUCTURES: • %"(P ANCHOR BOLTS ® 311" O.G. 25'-0" 51-O"/9>'-3" 28 "'-O" T-0 J 52'-0" 6'-0"/7'-6" 57-0" 8'-0" n SECOND FLOOR _ w 56-0" 7'-O"/8'-q" 56'-0" ' NOTES: I.TABULATED SPLICE LENTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECT„ LENOTHS,ION THE NAIILL SPAGINGILS PER FOOT.FOR SHALL BE REDUCED IN ORDER TOORTER 40-O 8 O /10 O" 40-O I I O , 7`-, • 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. b FILL 2.TABULATED EQUIVALENT LLEN6TH5EASSUME A BUILDING LOCATED 5o'-O" 10=O"/12'-6" 50'-0" 13'-0" BACK® 4'-O" O.G. I. MIN. 7 EMBEDMENT INTO CONCRETE BLOCKING 2 BAYS END w/ 5" SQUARE WASHERS AND END NUT SETUP; CONDITION IN EXPOSURE B TYP. STRAP w/(5) iv TOP TWO COURSES SOLID 6d NAILS EA. END 5.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60-O 12-O"/15-O' 60-01, 16-O OF EA. STRAP w IED BY HID; OR REPLACED BY HOLD DOWNS FOR SHEARWALLS LATERAL R ALTERNATIVE VEELWALL HEI&HLTS MULTIPLY THE ABOVE 70'-O" 14'-0" '70'-0" la'-O" 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR FIRST FLOOR PLAN DIAGRAM OF ZONES NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN b " (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 12 80'-O" I6'-O" 80-O" 22-O FROM ENDS AND CORNERS (TWO C CORNERS) q'HALL- 1.125 (SEE DIAGRAM TO LEFT) lo'HALL- 1.25 BLOCKING 2 BAYS II'WALL- 1.375 THIS COLUMN w/MULTIPLIER BACK® 4'-0" O.G. ' 4. COORDINATE w/ HOEDOWN LOCATIONS 12 WALL - 1.5 FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL i MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-UF GIRDERS 5 OR MORE SUFFORTS 0) (THAT EXCEED FRAMIN5 STANDARDS, IT IS REO'D FOR FRAMER TO HAVE A ' F I REBLOGK I I O FOR PLATFORM WOOD FRAM I I O Q 0 WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWC] DETAIL BOOK CONNECTION PATTERN SCHEDULE (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) w z o AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) --__ .. _.______—_______ BET^IEEN 1/6 ASSEMBLY REQUIREMENTS: s 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED CONNECTION --__ W � N PATTERN DESCRIPTION TOGETHER SIDE BY 51DE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL THREE OR MO?E SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES J F- TA MAX.32' LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. W NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS® 12"O.G. < 1„ Q W >: THE SPAN LEN6TH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST SUPPORT. NO TAO ADJOINING JOISTS, NOR MORE Z TUDS STUD B (3)ROWS IOd NAILS o 12"O.G. SERVES AS FIRESLOPPING. SUSFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE O Z (2)ROWS In" m BOLTS• 12"O.G.STA66ERED; JOINTED ON T-IE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE -� P DBL.o ENDS TWO-PIECE PLATE SERVE AS FIRESTOPPING. J � SUBFLOOR SOLE PLATE G - BUILT UP GIRDER P MAX.32" D (2)ROWS In" m BOLTS o 16"O.G. NAILING: 1 LO Y SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE O E (2)ROWS In"-0BOLTS m 24"O.C. SIDE WITH IOd NAILS, TWOJ015T SERVES AS FIRE5TOPPING.NEAR EACH END OF O O BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE rj 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING a LO m F (2)ROWS 5-3/6"TRUSSLOCK SCREWS• 12"O.G. d 1/4 OF A OF Ib INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. SCREWED ON(1)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH - Z 6 (2)ROWS 3-3/&'TRUSSLOGK SCREWS m I6"o.G. SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH --- 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O SCREWED ON(1)SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN = (2)ROWS 3-5/5'TRUSSLOCK SCREWS• 24'o.c. BETWEEN NAILS IN A HORIZONTAL LINE. — JOISTS SERVE AS FIRESTOPPING. �-- JOIST H SCREWED ON(1)SIDE OF MEMBER P Z THREE-PIECE '7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND Q W MAXIMUM OFFSET (2)Rows 5"TRu55LOGK 5ci• 12.O.G. BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d _j JOIST DEPTH,CI SCREWED ON BOTH SIDE OF MEMBER P 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS MATCHED SIZE OF BLOCKING NAILS ON EA.SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPING. J 00 (2)ROWS 5"TRllSSLOGK SCREWS• Ib'O.G. 'Q' UNDER NON-LOAD BEARIN FIRE5TOPPIN6 AND K 5CREI�ED ON BOTH 51DE OF MEMBER 1 PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 3 > It p PARTITIONS ® 52" O.G. BLOCKING STUDTHERS STAG-5ERF-D w/ A DISTANCE OF NOT MORE 5. THE HEADER SERVES AS FIRE-STOPPING. Z � (D L [(scRE�o BOTH SIDE of EN5 0 4"O.C.oC a 1/BE a of A6 THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. J r"I DOUBLE PLATE 4. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL Y r'I O BE ADDED BETWEEN STUD5 IN PARTITION ADJACENT TO CEILING BRAG I NG FOUR-PIECE 61DERS ARE TO BE ASSEMLED AS STRINGER TO SERVE AS FIRE5TOPPING. Z � CANTILEVERED FLOOR I.I.BEA 5 a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED 6 Q Z 'H GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN 6'OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR cV d CONNECTION PATTERN'B'WHEN 10"OR LAR6ER W P' FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH LL TUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL LO w T-1 OFFSET FASTENERS 1/2"FROM ONE 51DE TO THE OTHER BUILT UP 61RDER P GIRDER5 ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH I,-- = LO SUBFLOOR SOLE PLATE 2"x4"CONTINUOUS GABLE END FIRESTOPPING SHALL NOT BE REQUIRED W WHEN THE BOTTOM OF TRUSS BOLTED TO STEEL COLUMNS.MASONRY PIERS, NAILED TO WOOD POSTS OR / THE VERTICAL OPENING I5 SEALED BY PLASTER ON THE CEILING Q LATERAL BRAGS o 6'O.C. ei J O SAND 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 AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL G 5HRINKA&E CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON 10)8d N A I L= I N O PATTERNS FOR SIDE LOADED BEAMS 00. FLUSH BEAMS) -LOCATIONS REQUIRUNG FIRESTOPPING-S) PLATFORM FRAME CONSTRUCTION NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES,WILL SERVE W NAILS AS FIRE5TOPPING. FIRE- WOOD FIRESTOPPING FIRESTOPPINO FIRE- STOPPING STOPPING FIRE- FIRE- FASTENING SOLE RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOP PING W MULTIPLE-PIECE MEMBERS JOIST �l * 5d COOLER NAILS a 10"O.G. NAILED' lr___ BOLTED' ~ V J 2"x4" BLOCK NAILED TO EA.BRACE 2 ROWS Ibd 3 ROWS Ibd 2 ROPG 2 ROWS 2 ROWS " __VERnGAL V J i- OGKING J4 14 L FI T w/(4) IOd NAILS COMMON COMMON BOLrs s 2a• BOLrs soLrs O 12'O.G.` O 12"O.G.` O.G.STA66L� O 12'O.G. O 6"O.G. COVERING 15IAPPLIED l TO UNDERSIDE OF 20 a.STRAP Q STUD GYPSUM BOA g Tw0 ROWS I2'O.G. THREE ROWS 12"O.G. JOISTS DOUBLE PLATE •5d COOLER NAILS® 10"O.G. (10) Sd NAILS BEAM SELECTION w/ STD. NAILING 0 0 0 0 0 0 0 LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 JOIST SHALL BE LOCATED DIRECTLY ; AL WALL NOTE: ENDWALL 5 AS NOTED IN NOTES -1 8 8 TBLE ALTERNATE 0 0 0 0 0 0 0 0 5 \ NONC.OMBUS DENOTES T.FOR USE OF DRY SCREWS FIRESTOPPIN6 LOCATION VER STUDS,UNLESS TOP PLATE IS 4"O EDGE/12'm FIELD FULLY BLOCKED 1.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDGES SOLE WOOD FIRESTOPPING OR GIRDER ,✓ DESIGNED TO CARRY THE LOAD SCREWS#b- 1Y4"TYPE W ORS ES FIRESTOPPING f 2.BOLT HOLM ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24'O.G.STAGGERED TWO ROWS 6"o.c. LOCATION 5 LOCATION b FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUGH THE FULL THICKNESS OF 71•E MEMBER USE WASHER-..5 UNDER HEAD AND NUT. O O O O O O O O O O INTERIOR STUD DETAIL OVERLAID ROOF 5.STAGGER EACH ROW OF FASTENERS BY 12'. O O n 9 n O (D O O 2'SPACE NOT ATTACHMENT (9) VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE FILLEDXX lK ® NONCOMBUSTIBLE FIRESTOPPING S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRE5TOPPIN6 � ' .\ \ APPROX.I INCH THICK BOTH SIDE OF THE MEMBER 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6'O.G.OR TRIPLED FOR 4'O.G.NAIL SPACING. LOCATION '7 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING W/ T.2 ROWS OF Ibd COMMON NAILS 02'04)FOR DEPTHS 12"OR LESS FIRESTOPPIN6 LOCATION 9 4 bd NAILS LOCATION b LOCATION 10 ® EA.END® R.R. D.s ROM OF Ibd COMMON NAILS(12'O.G)FOR DEPTHS OF 14",16"a 16'. FULL WIDTH 2" �BLOCCKllN - z O tu N 0 GONSTRUCTI ON DETAILS NI ND LOAD PATH CONNECTION ONNETION DETAILS TOP PLATE DRILL 2"m INTO ROOF DECK FOR STRAPPING INSTL. NOT TO SCALE INTERSECTION DETAIL x15T.ORNEw NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd NTINUOUS LOWER TOE NAIL OTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW d EX. R.R.AS 5HONN K I N6 STUDS PLAN VIEW NOTE: SIMILAR o Si WOOD JOIST— -Q WOOD JO I ROOF,R.R. IN LINE CRIPPLE STUD _ BLOCKING JOIST HANGER HEADER GENERAL REOU I REMENTS FOR GENERAL REQUIREMENTS FOR z INSTALLATION OF GL I NCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER—. WOOD GIRDER JACK STUDS -----MAIN MEMBER f� WOOD JOIST w A qo• 30" H JO 1ST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: 1AM.x 5 APPROX. 30" w/THE MAIN MEMBER d STARTED APPROX. I. NAILS SHALL BE DRIVEN PERPENDICULAR TO THE LENGTH OF THE NAIL FROM THE MEMBER END, THE MEMBER,STRAIGHT THROUGH AND BENT OVER AS SHOWN ABOVE NTEFORTE A MIN. OF (5) NAIL DIAM.'s AT A 90° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RESIDENCE MEMBER,FOR THIS APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER- 5. To AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. 51DE OF A RAFTER OR CEILING JOIST WALL STUD 0 WALL STUD - TD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE > BOTTOM PLATE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR 4060 OLE JULE LANE DOUBLE JOIST DOUBLE JOIST —0 TOP PLATE MATTITUCK, NY 11952 GHIM. CHASE SECURING Q STD. SIDE WALL DRAWING TITLE: WALL STUD O FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE: FIREBLOCKING DETAILS (51M. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION Nil STUDS TO ATTIC FLOOR d BLK'G TO R/L SIDES w/STRAPPING TO R/L SIDES) iD PAGE: TOP PLATE o O J N WIND RESISTANT CONSTRUCTION CONNECTORS GHIM. CHASE WALL z w _ CONNECTION LOCATION: PART NUMBER: NOTES: G-004mOO o_w v RI DOE-TO-RAFTERS C 5 2 0 (D21" APPLY TO EACH PAIR OF RAFTERS z Q a z Q ® RAFTER-TO-WALL H-i APPLY TO EACH RAFTER a DATE: 04 13 22 >Lw z / / 4 OF 16 ROOF _j K o a RAFTER-TO-PLATE H8 or H23 APPLY TO EACH RAFTER lu z qq REa'D BLOCKING J 0 O N PLATE-TO-WALL STUD C520 @ 18" TO ALIGN w/STRAPPING Q<w a APPLY TO EACH WALL STUD ® EA. LEVEL ABOVE w N j°� RED, �, THE FIRST FL. ®�w 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 a 36" APPLY TO EACH WALL STUD Ca�C�'C � '`�,. ,lr�A ' 'k ® HEADER-TO-JACK STUD C520 (9 12" FLoowGLG. OO APPLY TO EACH JACK STUD ' CRIPPLE STUD-TO-HEADER H3 _ APPLY TO EACH CRIPPLE <•� �"q ^ '� s,,,�,•, ;~� ' �.� �� K. �� ' PPLE STUD z� , �� .�• � � �, :� ,.�f.. � .,r.�, . , SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH S I DEWALL END �Y,...a: .F ' 4 'Byre .3�rt��a, �� +; ;�•:a,�< ti�•' IST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE SIDE VIEW PLAN VIEV�I (USE WITH 5" SOUARE WASHERS) �`" .�`` i USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. i (5ENERAL 5),"M' 0L KE� : Q U _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT zq WOOD FRAME (L.G. STL. m W � N WHEN APPLICABLE) _j r"I EXISTING TO REMAIN I-- %-I LLJ NEW WOOD FRAME (L.6. NEW FOUNDATION WALL Q w >; 5TL. WHEN APPLICABLE) Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. 5TL. P05T FOR 4" WALLS J Z WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. Ix m 0 NEW 2-HR FIRE RATED O WOOD FRAME (L.G. 5TL. a LO m WHEN APPLICABLE) tt m Z O F FOUNDATION PLAN NOTES POURED CONCRETE AND STEEL REINFORCEMENT NOTES: Z m Q w TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: 1. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT 33'-O" 21'-10" J 00 FOUNDATIONS BY AN ANGLE OF 45 PROJECTED OUTWARD AND O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD DOWNWARD FROM THE BOTTOM OF EXI5TIN6 ADJACENT FOOTINC754 SILL SEAL Z Cfl • ANCHOR BOLTS AS PER PAGE 0-003 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION < Q J T-1 H • P. GONG. FOUND. WALL AS PER DETAIL UPON SHALL BE DEWATERED. THE POUR 51TE SHALL REMAIN DRY FOR 2-8 `,� ri O • P. GONG. FOOTING AS PER DETAIL ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER POOL EQUIP. Z ',, • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR ENCOUNTERED - 3x6' - � - GONG. PAD - - - - - - - - - - - - � Q Z !"I • B.O. FOOTING S'-O�� BELOW 6RADE MIN. • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB(WHEN 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS APPLICABLE) W W (4 TA • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS/ 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT n a' m _� STOOPS (WHEN APPLICABLE) 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 3Ia CODE I � - - - - - - - _ - - - - - - - O L ) • MASON TO ACCOUNT FOR FIN15H STONE ON THIN 5E7 FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED CARBON STEEL ASTMA615 GRADE 60. WWM FOR SLABS DO NOT NEED TO BE EPDXY COATED HOLDOWN: 6. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS HOLDOWN 'S' A5 PER PAGE 6-003 SHALL BE STA66ERED I I I I Lu Lu 1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN HOLDOWN: PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, NEW SALTWATER I V HOLDOWN 'G' AS PER PAGE 6-003 GOVERAOE5, AND PLUMBNESS - 3G OOL TO BE(INSTALLED I I " H NEW UN-REINFORCED P. GONG. SLAB 5. CEMENT S ALL CONFORM TO A5TM 0-53 FOR STANDARD WEIGHT - I I I = L) ® POLY UPON SLAB UPON CONCRETE _ 2. 6 MIL P VAPOR BARRIER UON 3. 4" (MINA GRAVEL BASE I I I 3B I�Ekq NEW 4" THKGP.DGOG.P. CONC. SLAS w/6Bxb"-10/10 W.W.M. UPON GONGETE - GOLD WEATHER POURING 3 CONCRETE MIXTURE 2. 6 MIL POLY VAPOR BARRIER UPON I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF 3. 4" (MIN) GRAVEL BASE HAS BEEN TE SN TTEMPERATURES PE FOUR AS24 HOUR PERIOD OR RE TEMPERATURE NEW REINFORCED P. GONG. POOL SLAB 3G I. NEW 4" THK. P. GONG. 5LA5 w/Wxb"-10/10 W.W.M. UPON 2. SPECIFICITY OF CONCRETE DE516N MIX SHALL BE BY OTHERS 2. 2" THK. RIC71D FOAM INSULATION UPON 3. 6 MIL POLY VAPOR BARRIER UPON 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL 4. W (MIN) GRAVEL BASE CONFORM TO AGI 506. FREEZE PROOF HOSE BIB: 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / 4O FASTENED w/MASONRY ANCHORS (PRECISE SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO g SAGKFILL q \ LOCATION T.S.D. IN FIELD - CONSULT w/OWNER) TEMPERATURES WITHIN lo° F OF CONCRETE. �}p COMPACT MASONRY PATIO r g -40 �t EXTERIOR CRAWL SPACE ACCESS HATCH: 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. tt EVERYPROVIDE 316"" ABOVE ti REMOVE AS REOV. r - ® 36'x36 LOCKABLE ACCESS HATCH l o CO NO. FISH 3'-O' I 4,�„ 10 INTERIOR CRAWL SPACE ACCESS HATCH 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE - - - 5B I. 36"x3b" ACCESS HATCH PERMITTED WHEN NECESSARY. 14'-j�2" 3'-0" 13'-by2" 6'-2" = 2.MIN. 550 LBS CAPACITY 3.DBL. FRAMING SURROUNDIN6 OPENING -1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER G J m m 4.INSTALL AS PER MANU. 5PEC.'s (WHEN APPLICABLE) AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. - - - - OSINGLE SPAN STRUCTURAL MEMBER: b. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. : ' - - - - ° - - - . - - - - - 6 5TRUGTURAL MEMBER SHALL NOT BE CONTINUOUS ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY a. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE 5 8 1 �_ G _ BAGKFILL ABOVE INDICATED POSTS. PERMITTED TO BE ADDED TO CONCRETE MIXTURE A5 PER AGI 306I _ v V I 0 COMPACT 1 J (ASTM G4g4/G4a4M,TYPES G AND E). O CI L) I EVERY b". O OUTLINE OF LOAD-BEARING WALL ABOVE (TYP) !\�j I x O - - jj �� I PROVIDE 3 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL I I N `fl�� GONG. SLAB W/ AREAS EXCEED ONE SQUARE INCH. IN Im a ®z L - STONE FINISH I �p OIS"A2" DEEP P. GONG. CONTINUOUS FOOTING I ® GRAWLSPAGE ® 5 b AS PER DETAILS 2/A-401 4 5/A-401 (TYP) 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED 12 IL tc tail 12 TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS REACHED A COMPRESSIVE STRENGTH OF a00 PSI. I I O N p O dl p I I ABOVE MASONRY PATIO ENLARGED CONTINUOUS FT6. 6 FOUNDATION WALL x�z x�z = Oq I. ENLARGE CONTINUOUS FOOTING TO 36" WIDE x 15" 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506 II 3= - II 32 II ( b ( S DEEP,CENTERED DIRECTLY BENEATH BEARING POINT OF COLUMN/FLU5H BEAMS (AS APPLICABLE) d EXTENDING PERPENDICULARLY FOR 15" ON BOTH SIDES " " " l - - - -� IN DIRECTIONS OF CONTINUOUS FOOTING. (3) 2"xl0" FLUSH BM. (3) 2 xl0 FLUSH BM. i (3) 2"xl0 FLUSH BM. (3) 2"xl0" FLUSH BM. i (3) 2'xl0" FLUSH SM. 2. ENLARGED PORTIONS SHALL BE POURED FLOOD VENT NOTES: 4 MONOLITHICALLY w/5URROUNDIN6 CONT. FT6. d WALL. = I L I _ J 12 J L J = 3. TOP OF FOOTINGS SHALL BE FLUSH I. S.V.' DENOTES IR"xa" FLOOD VENT BY 'SMART VENT' I b'-2y2" 8'-2y2" 8'-2y2" 8'-2y2" b'-2y2" aJ� 17 4. INCREASE HORIZONTAL REINFORCEMENT AT ENLARGED I.I. FOR MASONRY/P. GONG. - MODEL # 1540-510 ' FOOTING TO INCLUDE: 1.2. FOR ND. FR. - MODEL # 1540-5-70 ( a I J I • (5) #5 REBAR ORIENTED IN DIRECTION OF CONT. FT6; 1.5. FOR OAR. DR. - MODEL # 1540-524 OR 1540-574 I 2' O" a'-10" � z THIS AMOUNTS TO AN ADDITIONAL (2) #5 REBAR I 2"xl0" F.J. ® Ib" O.C. w/ LOCATE COLUMNS DIRECTLY 2"xl0" F.J. ® I6" O.G. w/ ( 2 FROM TH05E ALREADY PRESENT IN IS"A2" DEEP 2. INSTALL AS PER MANU. 5PEG.'s; I SIMP50N LUS2b HAN6ER5 BENEATHBM. ABOVE B VE O FLUSH 5IMP50N LUS25 HNOR.5 I - I I 10 2 • GONT. FT6. 3. IT 15 RECOMMENDED TO USE THE "POUR IN PLACE VINYL 13 ® FLUSH BEAMS ® FLUSH SEAMS (5) #5 REBAR ORIENTED PERP. TO CONT. FT6. 14 I I r �i O b. PROVIDE (2) #6 VERTICAL REBAR WITHIN P. GONG. BUCK BY SMART VENT WHEN IN NEW P. GONG. FOUND. WALLS 5'-3" 5'-3" 5'-3" 6'-i" I3 � m FOUND WALL ABOVE CENTER OF ENLARGED FT6. I 12 6 I I I I m 1. SEE ALSO DETAIL II/A-402. 4. EA. SMART VENT' IS RATED FOR 200 S.F. OF SPACE b II (3) I.15"xa.5" 6.P. (5) I.75"xaOE .5" G.P. - - - II (3) 1.75 a.5 6.P. (3) 1.75 .5 O.F. TYPICAL CLOSED FOUNDATION 1,751 S.F. /200 S.F. PER VENT = b.'7 = a VENTS REG.D 2.OE LVL -LUS.OEH LVL 2•Ot L OE LVL - - I ( J (10 VENT5 PROVIDED ON EXTERIOR FOUNDATION WALLS) - - -r (3) 2"xl0" . F O10 ® PORCHES / PATIOS: O I I FLUSH BASH SM. - Bi _ - _ I FLUSH BM. 11 " I FLUS�f ! LU B I I'-O" w (I ADDITIONAL VENT PROVIDED IN GARAGE DOOR FOR -T- r I. SEE NOTED DETAILS y T -T 1 (3) 2 x10 I I _ L 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:48 FLOW EQUALIZATION) m I O Nm - O Nm b O z I _ _ J FLUSH BM. 6 II AWAY FROM BUILDING I 10� x - -I a - p O 3. FOR 5LA55 ABUTTING FRAMING, INSTALL COPPER 5. SOT. OF VENT SHALL BE LOCATED A MAXIMUM OF 12 FROM iv�N O OI n�� II w oIQ I " ( O ' I PROJECT: FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, FINAL EXTERIOR GRADE AND INTERIOR GRADE m I I -z--1-1 w -z� v�� 14 O m 6-I' 3-gl/2 3-gy29 m 8 I- m BED ALL FLA5HIN6 IN ASPHALTIC MASTIC I . 43 u m T ® pp L 15 cv ►L 3"g v dl m � N® �-� ® m Ocv 4. PORCH/PATIO WALLS OF SEPARATE POURS SHALL �0 J� Q I® p _ N , ' - BE DOWELED w/#5 ® b" O.G.VERTICAL TO EA. OTHER XW ® z z a Q I I M 0 NTEFO RTE S TO MAIN FOUND. O U►O -i O N p pp z 3 ® z * NEW GARAGE _ ( _ STL. COL. ITYP.): B0.il x�z Jl ml I0 u A-301 I I 3 Q Q 3 Q u -7 0® I a SLAB ON GRADE a m I I I A BOI RESIDENCE _ < X 0.� Q o z ® 240 S.F. OII 3-1/2" O.D. SGH 40 STL. COL. (A5TM AI23) BY SIM5 STEEL - - - - p N �-w J ? itu (OR EQUAL) m � J z q O 3 24"x24"A2" DEEP P. GONG. PAD FOOTING 12 AS PER DETAIL 12/A-402. I - - - - " - I 8 I IO 4060 OLE JULE LANE FLUSH_ _ BM. 13 30"x5o"A " DEEP P. GONG. PAD FOOTING I (2) 2"xl0" - - - -- - ° = 3B I 3 CK, NY• ' . 1 952 A-401 AS PER DETAIL 13/A-402. FLUSH BM. I - II'-Sy2"- - - 3' " 1'-by2" 3'-O" 3'-10)1" -3'-O" a'-4y2 42"x42"x1a" DEEP P. GONG. PAD FOOTING 2'xIO" F.J. I I DRAWING TITLE: 14 AS PER DETAIL 14/A-402. :• I ® 16' o.G. =�I m GRAWLSPAGE I I PROPOSED FOUNDATION PLAN PERMACAST COLUMN FOOTINGS (COVERED PORCH) ( -i v ? j x m 00 -� 15 PERMACAST COLUMN UPON EXTENDED FOUND. WALL d FT6. I a I I I u O -gyp I n Q ,L O u- O PROVIDE ADDITIONAL (2) #5 VERT REBAR IN GONG. FOUND. WALL BENEATH COL. d INCREASE HORIZONTAL REBAR IN I I x � x I Y SEENAL50 DETAIL bADDONAL (U #5 REBAR. 4-10 I I ® ® - - - - n ® cV ® N 11si/ I6 1. PROVIDE CONCRETE APRON SLAB TO TRANSITION " ° I _ I ` - - - - I I PAGE: SMOOTHLY FROM SLAB EL. TO GRADE - S Y I ry 8 F(1 I I MASONRY PATIO I - V. 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 C 4 3. CRO55 SLOPE MEASURED PERPENDICULAR TO r TRAVEL OF APRON SHALL BE NO STEEPER THAN 148 N I S.V. - - S.V. - - -f q,_O -- - - - 28 �p A-1.01m00 (2% SLOPE) .� = 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE . 1� TOP OF FOUND. WALL MAY BE STEPPED DOWN AS n I M 4 Ib DATE: 02/14/23 5 OF 16 REG.'D TO ACCOMMODATE GARAGE DOOR CLOSURE E 51DE DOOR OPENING (VERIFY DIM. IN FIELD) - - _ - - i SOIL BEARING CAPACITY NOTE: - s - - - I IO ° STRUCTURAL DESIGN OF FOOTINGS A55UMES A 501L BEARING CAPACITY OF 1.0 TOWS.F. - - - - - -� ik , �,.� C y� AMR 4-IOy2 3� 18-0 3_q 4-5 11 " 14'-2" 12'-6" �• 0 54'-10° a'kA. 1 _, :•fit;r-ru/ < 0 5 10 20 -g 74 �4 F 0� FROFOSF_I7 FOUNC,)ATION PLAN GRAPHIC SCALE 1/5011� S.F. CROSS AREA (GRAWL SFAGE) 50ALE: 1/4" = I'-o" ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "0-005" FOR NAILING 4 -- - O E I�I�E RA L S)'00 5 O L <E"*r : STRAPPING DETAILS. DOOR SCHEDULE d V ----- . WINDOW CHART NEW PARTIAL HEIGHT DOOR MATERIAL EXISTING TO BE DEMOLISHED �;f WOOD FRAME (L.G. STL. � - --- -- -- - ----- - -- - - - EGRESS -- ---- - W Z O EXISTING TO REMAIN HHEN APPLICABLE) OPENING WIDTH HEIGHT O NOTES � ROUGH OPENING WINDOW DIMENSIONCLEAR TAG DESCRIPTION � Q � _ � NEW FOUNDATION WALL TAG TYPE MODEL # TEMPERED Lu -1 Q LL1 WIDTH REQ D: 20 NEW WOOD FRAME (L.G. HEIGHT REQb:24" >" STL. WHEN APPLICABLE) WIDTH HEIGHT WIDTH HEIGHT OPEN REQ'D: 5.1 S.F. -- - -- _ -- - Z - _ FIRST FLOOR EXTERIOR A (2) CASEMENT GXWI55 3-O 5-5 2-11 5-4 12.6 5.F. O Z NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL __- -- _ ----- - - - - -- - - - - - -- - J = >- WOOD FRAME ( A STL. POST FOR 4" WALLS - OI SINGLE SWING 3-O 8-O SEE PLAN L- YWHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL B 2'-4 6'-O 2'-4 5'-II 10.55.F. [� A Le � J POST FOR b" WALLS), U.O.N. -- - -- --l - - -- IM O O NEW 2-HR FIRE RATED G (6) CASEMENT GXWI6 5'-0 6'-O J 2'-II a" 5'-II �" 14.0 S.F. 02 SINGLE 5WING 3'-O" J 8'-O" I • I�� GARAGE O O O WOOD FRAME (L.G. STL. ---'- - -- -- -- - --- ---- - �- Lf') _ WHEN APPLICABLE) D (4) CASEMENT GI45 2'-O 4'-5 „ 2'-0 �„ 4'-4 2" „ ° 03 SINGLE SWING 2 b 8 -O • • GREAT ROOM �- m _--� - -- --- - - Z - if E (U CASEMENT GXIS 2'--7 -- 4'-II g"- q.8 S.F. 04 5LIDER5/FIXED 161-0" J --- b'-O" GREAT ROOM = FLOOR PLAN NOTES LL L L L LL F M F (2) PICTURE OVL2030 2-O 5'-0 � 2-O 2-II - INTERIOR - FIRST FLOOR Z uj POOR NOTE: INTERIOR CRAWL SPACE ACCESS HATCH - f Oj I. ALL DOORS WITH DIRECT ACCESS TO THE POOL O I. 36"x3b" ACCESS HATCH 60 CASEMENTS GXW25 5'-0 5'-II 11.5 S.F. SHALL BE EQUIPPED WITH AN ALARM. 2.MIN. 350 LBS CAPACITY 05 POCKET 2'-b'� 8'-O" PANTRY 'Joo 2.INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON 3.DBL. FRAMING SURROUNDING OPENING H (I) CASEMENT GXWI5 3'-O 5'-0 2'-11 " 4'-II 11.5 S.F. - Z d� PLANS BY 'JELD-WEN' (OR EQUAL). 4.INSTALL AS PER MANU. SPEG.'s (WHEN APPLICABLE) O6 SINGLE SWING 2'-6" 8'-O" • BATHROOM J S.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON - _- PLANS BY 'THERMATRU' (OR EQUAL). NEW EXHAUST FAN SHALL BE INSTALLED WHERE I (I) FGASE./PIC. G345IL 6'-O 4'-5 5'-11 9" 4'-4 R" - „ Y Oi 4.DOOR TYPE TO SELECT l 5. PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS O VENTILATION I5 NOT MET BY MEANS OF NATURAL 07 SINGLE 5WING 2-6 Ar J� 8-O GLOSi`T Q Z 4 CIRCULATION THROUGH WINDOWS OR DOORS TO -- - 6.INSTALL AS PER MANU SPEG.'s OUTDOOR SPACES AS PER NYS MECH. CODE SECTION =L:=Ak=qNIN0 AW21 :2'-0 2-4 - „ m N •7. PROVIDE (2) 2"x5" HDR.,U.O.N. 405.52.5; INSTALL A5 PER MANU. SPECS ___ ____ ---- __ __ -_ ---- -___-.- -_ __ =oa SINGLE 5WING - 2 b 8-O • 1 BEDROOM � W 5.5EE PAGE 0-003 FOR ALL OTHER FRAMING JJ - L STRUCTURAL PERMAGAST COLUMN 8 SQUARE EMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. Oq SINGLE SWING 2-6 8-O • II STAIR CLOSET r Le E o b 33-O' 11 2 STAIR RAILING NOTE: O FLAT PANEL WRAPPED r� I. ALL NEW STAIRS SHALL HAVE MAX.7-3/4 RI 10 POCKET - 3'-O" 8'-0" • �I-� MUDROOM -� O - --- b MIN. IT" U - RISERS SHALL BE CLOSED O NEW MECH. ROOM: - - 2. 42" HIGH GUARDRAIL $ SPINDLE SPACING q � I I POCKET 4-O 8-O • STUDY I. HYDRONIG AIR HANDLER(RHEEM 3 TON) 3 RHEEM O NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE; GA5 WATER HEATER AT THIS LOCATION i -- 24'-O" 4'-O" 4-O - 11J 56" HIGH HANDRAIL d SPINDLE SPACING NOT 2.WALL HUNG NAVIEN NHB-150 CONDENSING GAS 12 SINGLE SWING 2'-4" 8'-O" POWDER ROOM TO ALLOW PASSAGE OF A 4" 4> SPHERE COMBINATION BOILER I' O" ----_-- ( I D 3. GRIPPABLE RAIL AS PER GORE 3.INSTALL -O PER MANU. SPEG.'s L��' J-HR F.R./S.G. ~4.F.A.I. THROUGH WALL 13 SINGLE 5WING 2'-6" 8'-O" • U 5. FLUE THROUGH kV. FR. CHASE 2 WOOD FRAME STAIR: - - - -- -- - uj ® I. SEE NOTE ABOVE FOR STAIR d RAILING INFO. 6.MAINTAIN 30'x30' CLEARANCE IN FRONT OF �n 14 SINGLE 5WING - 3'-O" 8'-O" i'.R./S.G. = J 2.RAILINGS SHALL BE WOOD OR PVC. MECHANICAL UNITS AS PER NY5 MG 506.1 . !V ?. MAINTAIN ALL APPLICABLE VENTING ` - -- CLEARANCES REQUIRED PER NYS MG a04. 1 OL05ED P. GONG. STAIR: (� p 12'x24' ,�: J OI. TYP. 42" RAIL AS NOTED b.TTV15GONNEGT,REROUTE, 4 RREpECppONNECT EQUIPMENT \ v_ i �5'-6° DEPTHS POOL -3' DEPTH- -I' DEPTH- 2B 2.RAILING SHALL BE WROUGHT IRON OR GALV. STL. Ty cFALSMCZ.i-tAIVIGALSFC 13F1 NOTES: h` POWDER COATED Q FASTENING SHALL BE AS PER RAIL MANU. PROVIDE I. FOR G ND. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY v h ALUMINUM RAILING EXTERIOR GRADE PAINT AS REQ'D OR POWDER "DUROCK" (OR EQUAL) r V COATING 2. FOR ND. FR. CLG. AND/OR WALLS - PROVIDE (1) �J 3.SEE FOUND. PLAN d DETAIL LAYER OF 5/6" TYPE "X" GYP. BD. UL U505 (OMIT ON �•.r4 SMOKE DETECTOR / GO DETECTOR NOTES: GONG. WALLS) LER O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 3. WHEN NEW, INSTALL NY5 MECH. AND FUEL PER MANU. N SMOKE /CARBON MONOXIDE COMBINATION DETECTOR SPEC.'S AND AS PER NY5 MECH. AND FUEL OAS CODE HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT IT CONFORMS TO NYS MECH. AND FUEL 6A5 GORE 2.INSTALL ALL AS PER MANU. SPEG.'s 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 5. COMB. AIR VOLUME AS PER MANU. SPEC.s - PROVIDE I FRESH AIR INTAKE FROM EXTERIOR N COMPLIANCE WITH LOCAL CODE 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL EMERGENCY SHUT OFF 5WITGH 7. FOR GAS SERVICE,PROVIDE OAS SHUT OFF 5WITGH RAISED WINDOW NOTE: POWDER COATED O a. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER MASONRY p ( ) RI 0 ± .5" NEW I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN CLEARANCES AS PER GODS 400 SERIES CASEMENT,DOUBLEHUNG, OR GLIDING ALUMINUM RAILING PATIO (AS NOTED); INSTALL AS PER MANU. SPEC.S. FOR q• PROVIDE 3" FLOOR DRAIN d CONNECT TO EXISTING _ d Q (5 Tr ® t 10 UP SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOW5 SANITARY SYSTEM AS PER NY5 PLUMBING CODE O, 42'-4 AND DOORS" ON PAGE 0-002 IF CASEMENT NEW FLUE: - - -- WINDOWS - ALL 05MNT WNDW5 SHALL HAVE 10 I. PROVIDE ND. FR. ENCLOSURE ABOVE FIREPLACE HEARTH X STRAIGHT ARM HINGE WHEN ROUTING FLUE THROUGH ROOF 4'-10" 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE 2.PROVIDE METAL,DOUBLE-WALL FLUE w/MIN. 3" m (3) RI ® t 7.5" TILT WASH SEPARATION CONNECTING WOOD-BURNING FIREBOX to -PLANTER- (5) Tr a ± 10" 3.ALL GLAZING WITHIN W' OF FF TO BE TEMP. GL. THROUGH ENCLOSURE TO ROOF. - - 4.SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND 3.INSTALL ALL PER NYS MECHANICAL CODE d PER WINDOWS (TYP. FOR ALL) U.O.N. FIREPLACE MANU. 5PEC.'S. IN ALL GASES,M05TJi CONSERVATIVE REQUIREMENTS SHALL GOVERN. - --- - - ----94tf�� a 12'-6" 5 EGRESS NOTE: 4.PROVIDE "ABESCO FF200 FR EXPANDING FOAM" (OR f I 04 i- I�' A-4ol IN COMPLIANCE WITH NEW YORK STATE BUILDING EQUAL) AT ALL PENTRATION5 AT - `I I H 4 CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF FLOOR5/WALLS/CEILING5;PRODUCT CONFORMS TO A5TM Lly J I NEW EGRESS SHALL BE FOLLOWED: E 514,A5TM E 54, AND UL 14-7q. `r 4 03 F UP 5. MECHANICAL FLUE TO EXTEND 5'-0" MIN. ABOVE ANY NET CLEAR OPENING........... 5.1 S.F. ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". NET CLEAR HEIGHT............... 24" MINIMUM D KITCHEN NET CLEAR WIDTH................. 20" MINIMUM 27q S.F. OII RHEEM 3 TON AIR CONDENSER ON ~TILL- rn WOOD BURNING COVERED RAISED PLATFORM O I. NEW WASH/DRY HOOK UP FIREPLACE. VENT TO MASOALNR�PATIO NEW LAUNDRY ROOM: UIP. EXTERIOR,SPEC. TO 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s FLOOR DRAIN: n LOCAL BUILDING GORE TO BE ABOVE DFE w/SIZE OF EQUIP. 12 NEW 3" GUARDED FLOOR DRAIN w/3" TRAP ISLAND _ GREAT ROOM 'S PE 3.PROVIDE HOOK UPS AS REQR MANU. Do O � O 462 S.F. ALL NEW PLUMBING FIXTURES TO DRYER EXHAUST NOTE: 13 COMPLY WITH PG 405 (TYP) - w I. DUCT SHALL TERMINATE TO EXTERIOR 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY II N 1 INSULATE MECH. itl 2 OPENINGS NEW ATTIC AOCE55 - PULL DOWN STAIR: ROOM - O 3.DUCT SIZE AS PER MANU. 14 r: sL-- 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER I. MIN. 350 # MECH. TY5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN2.SIZE TO FIT MEGH. EQUIP. THROUGH OPENING (MIN.CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 22x30) N SM/CO W MEGH O2 dOOM CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 3.DBL. FRAMING WHEN NEW OPENINGSHALL BE LIMITED TO 51NOLE LENGTHS,NOT TO 4.INSTALL AS PER MANU. SPEG.'s �`-3'-O" "1'-O"EXCEED b FEET AND SHALL BE LISTED AND LABELED 5. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS II 62 S.P. ® ® UP m IN ACCORDANCE WITH UL 2155A. D Q 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS - - - - - - - - RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST HOT WATER PIPING INSULATION: REF. UPPERS 2 7'-6" 3'-_1 14 DUCTS SHALL NOT BE CONNECTED WITH SHE MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE 2 `5CREA5 INSULATED L AN EM PIPIE OF NOT LESS THAN R-3 FOR THE ALL MECH. EQUIP. PROJECT: '1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER FOLLOWING CONDITIONS PER FOOT NYS EGG R403.4 d R403.5: VENT OS I PWDR. RM. 1 TO BE ABOVE DFE II LOCATION TO THE WALL T ROOF TERMINATION.THEIr A-�I 0 -TILE- O 4) r t 10' UP O I TO F.A.I. M 0 NT E FO RTE MAX. LENGTH OF THE DUCT SHALL BE REDUCED H „ I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING r (1 ) I ® t 7 " NEW ' • pn 7 VENT FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0 ° BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES FLUIDS>105°F OR<55 F (R403.4) n1 i- PANTRY (I ) T ® t I UP 13 m 10 NOT INCLUDE THE TRANSITION DUCT. 2. PIPING J" AND LARGER IN NOMINAL DIAMETER ' 50 S.F. AC RESIDENCE 3. PIPING SERVING MORE THAN (1) DWELLING UNIT C ' 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE RA15ED A.G. OT O 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD B 6 _ I2 PLATFORM N B 6. PIPING LOCATED UNDER A FLOOR SLAB ON 1. BURIED PIPING A-3ol q,_1„ m MUDRDOM/ ® I GAR GARAGE AG A-3ol a. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS I to I LAUNDRY - 240 5.F. OND 4060 OLE JULE LANE OTHER THAN DEMAND RECIRCULATION SYSTEMS. 3 THIEF• in in ~ PROVIDE i" TYPE 'X" 4 MATTITUCK NY 11952 Q GL. L J I 5 SHEETROGK AT WALLS II fV • - AND CEILING E VXV - I 5M/GO _{ SHOWER I = 3 FOYER � - - DRAWING TITLE: I 0 oa 13'-0" / \ WX11, PROPOSED FIRST FLOOR PLAN OVERHEAD 42" V. O - THERMATRU I / \ DOORS a O6 SI I/� FIBER-CLASSIC, v / \W/FLOOD \ O Ke'.-IO." LECTION 3 ►u I VENT - / v zQ 1 JT_�� O I S • �u D- I / \ I VENT V' 13 J 7 p BEDROOM ( II SM/GO p T 1 145 S.F. STUDY 0i / \ 130 m 150 5.F. O / \ 0PAGE: F / \ I KT A-102mOO - COVERED 2'-q"�k-2'-q" MASONRY cV G 4 G m STEPS G 4 C DATE: 02/14/23 6 OF 16 NATURAL LIGHT 4 VENTILATION � 5'-O" -n- - - ++ " - - - - - � 2'-4"-�3,-4„ 2,-4,„ I'_q' q,-O„ 1,_q, (OCCUPIABLE SPACE) FLOOR AREA 143 S.F. 8 O 8 Al? S.F. REG. S.F. PROV. IUD, LIGHTING;MIN. a% - -1 z , OF FLOOR AREA 11.4 S.F. 2q.4 S.F. 5'-I" 13'-O" VENTILATION;MIN. 5-7 S.F. 25.0 S.F. 4% OF FLOOR AREA N 4 Q o s so 20 PROPOSED FIRST FLOOR FLAN GRAPHIC SCALE 1/4"=1'-0" �bF��•� 1,425 S.F. HAE3ITAE3LE SPACE; 1,,5 78 S.F. OROSS ARF-A SCALE: 1/4" = I'-O" �• }�N I � ��" I I� �✓ " ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-005" FOR NAILING 8 DOOR SCHEDULE (5 I STRAPPING DETAILS. -__ U -- F INDOW CHART DOOR MATERIAL Q F_•' NEW PARTIAL HEIGHT _ ---- EXISTINGI[- TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) EGRESS TAG DESCRIPTION 0 NOTES W N EXISTING TO REMAIN ROUGH OPENING WINDOW DIMENSION CLEAR WIDTH HE16HT O < vi d JTq �- ��--••��. . � TAG TYPE MODEL # OPENING TEMPERED O w -i W NEW WOOD FRAME (L.G. NEW FOUNDATION WALL ----- --- -------- -- WIDTH REOV: 20" 10 " 5TL. WHEN APPLICABLE) l OPHEIEN REOV: 57 S.F. Q LJJ Z WIDTH [ -_-HEIGHT--J - WIDTH ,EIGHT � � 1 INTERIOR - SECOND FLOOR O NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL A (2) CASEMENT OXWI55 3'-0 5'-5 g° J 2'-II 5'-4 12.6 S.F. w - - - - Z WOOD FRAME (L.G. STL. P05T FOR 4" WALLS - 15 SINGLE SWING 2'-b" "I'-O" • II BATHROOM 2 -J (MIN. (2) 2"xb" STRUCTURAL B (5) CASEMENT GWIb 2'-4 gT" 11 b'-O fig" 2'-4 e" 5'-II 10.5 5.F. �IJ WHEN APPLICABLE) � Q --- - --- - (- 1 - -- F- L!� Y POST FOR b" WALLS), U.O.N. -- Ib SINGLE SWING 2'-O" CUSTOM --• I CLOSET M 0) 0 NEW 2-HR FIRE RATED G (b) CASEMENT GXWIb 3'-O 6'-O 2'-II 5'-II �" 14.0 S.F. _��JJJ L JL Q WOOD FRAME (L.G. 5TL- J a Ln � WHEN APPLICABLE) D (4) CASEMENT GI45 2'-O IF4'-5 2'-O �" 4'-4 - I� SINGLE SWING 2-6 b-8 I • J� -BEDROOM 2 Z m L _ 1 E (1) CASEMENT GXIS 2'-8" 5'-O 2'-7 4'-II �" 9.8 S.F. IS SINGLE SWING I'-b" b'-8" • �L l CLOSET = Q FLOOR PLAN NOTES ------------- - - - - -- -- �_ - - -J DOOR NOTE: INTERIOR CRAWL SPACE ACCESS HATCH F (2) PICTURE OVL2030 2-O 3'-O 2'-O" 2'-II - 14 SINGLE SWING �� 2'-6" b'-8" • I�!�� Z L �� J BEDROOM 4 Oj I. ALL DOORS WITH DIRECT ACCESS TO THE POOL O I. 36"x3b" ACCESS HATCH ---- - - - - -- - ---- Q J „ „ , „ SHALL BE EQUIPPED WITH AN ALARM. 2.MIN. 350 LBS CAPACITY G (I) CASEMENTS GXW25 6-O � 5,-0 � 5-I I e 4-I I � 11.5 S.F. 20 SINGLE 5WING ( • � CLOSET J � 2.INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON 3.DBL. FRAMING SURROUNDING OPENING 111 J PLANS BY 'JELD-WEN' (OR EQUAL). 4.INSTALL AS PER MANU. SPEG.'s (WHEN APPLICABLE) H (1) CASEMENT GXWI5 3'-O 5'-O 2'-II 14�__ 11.5 S.F. 21 SINGLE SWING 2' J BEDROOM 5 Z3.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON b LLL JIII PLANS BY 'THERMATRU' (OR EQUAL). NEW EXHAUST FAN SHALL BE INSTALLED WHERE - -- -- - -- - - - -- 'J 4.DOOR TYPE TO SELECT O VENTILATION IS NOT MET BY MEANS OF NATURAL I (I) GASE./PIG. G345 b'-O 4'-5 " 5'-II " 4'-4 - 22 DOUBLE SWING 4'-O" b'-8" I • CLOSET Y 5. PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS OUTDOOR SPACES AS PER NYS MECH. CODE SECTION Z - -- - „ , J (2) - AWNING �=AH21 - :2'-0 �L2�-4 23 DOUBL�5HINO 4-O b-8' •GIRL T O T G _6.INSTALL ( PER MANU SPEG.'s CLOSET W'1. PROVIDE (2) 2"x8" HDR.,U.O.N. 403.3.2.3; INSTALL AS PER MANU. SPECS �', - 5.SEE PAGE 6-003 FOR ALL OTHER FRAMING _ ll�� _ LL ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 24 DOUBLE SWING 4-O b-8 I • I _ � O FLAT PANELWRAPPED 5T COLUMN 8" SQUARE I LAUNDRY OSTAIR 4 RAILING NOTE: r 1. ALL NEW STAIRS SHALL HAVE MAX. 7-3/4" Ri 25 SINGLE SWING 2'-b" b'-8" 1 � BATHROOM 4� 0 d MIN. IO" Tr - RISERS SHALL BE CLOSED O NEW MEGH. ROOM: ---� - �- 2. 42" HIGH GUARDRAIL d SPINDLE SPACING I. HYDRONIG AIR HANDLER(RHEEM 3 TON) d RHEEM 26 SINGLE SWING 2-b b-8 • BATHROOM 4 NOT TO ALLOW PASSAGE OF A 4" (P SPHERE; GAS WATER HEATER AT THIS LOCATION 36" HIGH HANDRAIL # SPINDLE SPACING NOT 2.WALL HUNG NAVIEN NHB-150 CONDENSING OAS 21 DOUBLE SWING 5'-O" 6'-8" L- • BEDROOM 3 W TO ALLOW PASSAGE OF A 4" 0 SPHERE COMBINATION BOILER � m 3. GRIPPABLE RAIL AS PER GOD 3.INSTALL AS PER MANU. SPEG.'s _, ® - -W.I.G.- 1•- 5. FLUE THROUGH ND. FR. CHASE 4.F.A.I. THROUGH WALL 25 SINGLE SWING JJJLLL WOOD FRAME STAIR: W I. SEE NOTE ABOVE FOR STAIR b RAILING INFO. 6.MAINTAIN 30"x30" CLEARANCE IN FRONT OF 2.RAILINGS SHALL BE WOOD OR PVC. MECHANICAL UNITS AS PER NYS MG 506.1 L29 l SINGLE SWING 2'-4" b'-8" • l BATHROOM 3 F- -7. MAINTAIN ALL APPLICABLE VENTING -J ____--- _ -__ _ J CLEARANCES REQUIRED PER NY5 MG 804. CLOSED P. GONG. STAIR: 8.DISCONNECT, REROUTE, d RECONNECT EQUIPMENT 30 POCKET 2'-b" 6'-VI BATHROOM 3 U J I. TYP. 42" RAIL AS NOTED ��1,I� Its A g B 2.RAILING SHALL BE WROUGHT IRON OR 6ALV. STL. TYGEt �s I1=��I�Nt�'ALS K1�I NOTES: FASTENING SHALL BE AS PER RAIL MANU. PROVIDE I. FOR NO. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY 31 SINGLE SWING 2-b b-8 • W.I.G. ,. t.... .. EXTERIOR GRADE PAINT AS REQ'D OR POWDER 'DUROCK" (OR EQUAL) COATING 2. FOR HIP. FR. CL6. AND/OR WALLS - PROVIDE (1) 3.SEE FOUND. PLAN S DETAIL LAYER OF 5/5" TYPE "X" GYP. BD. UL U305 (OMIT ON EXTERIOR - SECOND FLOOR GONG. WALLS) OSMOKE DETECTOR / GO DETECTOR NOTES: 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. 32 DOUBLE 5WING 5'-O" 8'-O" • • BEDROOM 3 f I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SPEG.'s AND AS PER NYS MEGH. AND FUEL 6AS CODE --- -� SMOKE /CARBON MONOXIDE COMBINATION DETECTOR - HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT 33 DOUBLE 5WING 5'-O" 8'-O" IL �f - ��- • BEDROOM 5 IE 2.INSTALL ALL AS PER MANU. SPEC.'S IT CONFORMS TO NY5 MECH. AND FUEL OA5 CODE 1 �J 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 5. COMB. AIR VOLUME AS PER MANU. SPEC.'S - PROVIDE IN COMPLIANCE WITH LOCAL CODE FRESH AIR INTAKE FROM EXTERIOR 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL EMERGENCY SHUT OFF SWITCH O WINDOW NOTE: '1. FOR GAS SERVICE,PROVIDE GAS SHUT OFF SWITCH `1 I. ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN 8• LOCATE MECH. EQUIP. TO ALLOW FOR PROPER 42'-4" 12'-6" CLEARANCES AS PER CODE 400 SERIES CASEMENT,DOUBLEHUN6, OR GLIDING O (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR q• PROVIDE 3" FLOOR DRAIN d CONNECT TO EXISTING < m NATURAL LIGHT 4 VENTILATION SUBSTITUTIONS,SEE NOTE #q IN "6LA55 WINDOWS SANITARY SYSTEM AS PER NY5 PLUMBING CODE q'-I" b'-3" 4'�' 10'-3" (OCCUPIABLE SPACE) AND DOORS" ON PAGE 0-002 IF CASEMENT 10" 8'-O" NEW FLUE: WINDOWS - ALL 05MNT WNDWS SHALL HAVE " q S.F. 10 I. PROVIDE NO. FR. ENCLOSURE ABOVE FIREPLACE HEARTH O � 5'-Sy2 5'-IjY2" FLOOR AREA 22 STRAIGHT ARM HINGE WHEN ROUTING FLUE THROUGH ROOF 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE 2.PROVIDE METAL,DOUBLE-WALL FLUE w/MIN. 3" S.F. REQ. S.F. PROV. TILT WASH SEPARATION CONNECTING WOOD-BURNING FIREBOX 3. ALL GLAZING WITHIN 15" OF FF TO BE TEMP. OL. THROUGH ENCLOSURE TO ROOF. LIGHTING;MIN. 5% 4.SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND 3.INSTALL ALL PER NYS MECHANICAL CODE d PER B 4 B OF FLOOR AREA 0.3 S.F. 471.4 S.F. WINDOWS (TYP. FOR ALL) U.O.N. FIREPLACE MANU. 5PEC.'S. IN ALL GASES, MOST DECK 4 F VENTILATION;MIN. CONSERVATIVE REQUIREMENTS SHALL 60VERN. Oi 56 S.F. _ 4% OF FLOOR AREA q•2 S.F. 68.0 S.F. EGRESS NOTE: 4.PROVIDE "ASESCO FP200 FR EXPANDING FOAM" (OR -COVERED-5.F. IN COMPLIANCE WITH NEW YORK STATE BUILDING EQUAL) AT ALL PENTRATIONS AT 3672' WALK-IN O CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF :0) VENT FLOORS/WALLS/CEILINGS;PRODUCT CONFORMS TO ASTM - EGRESS SHALL BE FOLLOWED: E &14, A5TM E 64, AND UL 14-1q. GL. 2'-6"- -2'-O"- --5'-O" -2'-O" 2'-6" I , O 5.MECHANICAL FLUE TO EXTEND 3'-0" MIN. ABOVE ANY 26 NET CLEAR OPENIN&........... 5.7 S.F. ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". 31 - -5 3'-b"x5 NET CLEAR HEIGHT............... 24" MINIMUM 6' V. BATHROOM 3 SHOWER DECK NET CLEAR WIDTH................. 20' MINIMUM I O RHEEM 3 TON AIR CONDENSER ON - (MASTER) 4 0 4 C '10 S.F. p NEW LAUNDRY ROOM: II PLATFORM _ os �TILE� O32 5 I. NEW WA5H /DRY HOOK UP to BATHROOM 4 2.COORDINATE LAUND. ROOM d DOOR DIM.'s 13 I -TILE- _ 5'-O" 3'-q" w/SIZE OF EQUIP. 12 FLOOR DRAIN: O O 3.PROVIDE HOOK UPS AS REQ'S PER MANU. NEW 3" OUARDED FLOOR DRAIN w/3" TRAP m 0 25 _ ALL NEW PLUMBING FIXTURES TO 2q I BEDROOM 3 DRYER EXHAUST NOTE: 13 COMPLY WITH PG 405 (TYP) (MASTER) a 1 N I. DUCT SHALL TERMINATE TO EXTERIOR 22Q S.F. -1 4 m Z 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 3 _ 14 33 Lu OPENINGS AUNDR 1 D 2 3.DUCT SIZE AS PER MANU. 14 NEW ATTIC, ACCESS - PULL DOWN STAIR: 5'x5' 2b 1 GL p 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER I. MIN. 350 # CAPACITY 7'-: WER e - 0 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. p WALK-IN SM/CO U CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 22"x30") CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 3.DBL. FRAMING WHEN NEW OPENING J 7 CL I k U N 5 ir [L SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO 4.INSTALL AS PER MANU. 5PEC.'s O Q Q EXCEED 8 FEET AND SHALL BE LISTED AND LABELED 5. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS 4 O I BEDROOM 5 m ; IN ACCORDANCE WITH UL 2155A. ,- _ i - b.EXHAUST DUCT5 SHALL BE MIN O.OI6" THK RIGID ;r " 3'-6_" 6'-3" I-1'-2" 3'-b" 3'-6" 165 S.F. t m Q METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST HOT WATER PIPING INSULATION: 4'-O" DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE - ® 3 1 r SCREWS INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE O O� Q0 _ 4 PROJECT: -1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 5c, w zFOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 d R403.5: t- _ I LOCATION TO THE WALL OR ROOF TERMINATION. THE m J HALLWAY 0 0-J 21 ' D MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 2 SM/CO -1 w O �Y SM/GO ° I. FLUIDS MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING BATHRO M 2 v IilIONTEFORTE FEET FOR EACH 45 BEND AND 5 FEET FOR EACH q0° 4 l� FLUIDS >IOS°F OR <55°F (R403.4) -TILE - z BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DCE5 15 O J NOT INCLUDE THE TRANSITION DUCT. 2. PIPING J" AND LARGER IN NOMINAL DIAMETER _- _ 3. PIPING 5ERVINO MORE THAN (1) DWELLING UNIT 3 x5 ' 3 w I ' RESIDENCE 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE B SHOWER 1 v in B 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD A-301 Q p 22 23 A-301 6. PIPING LOCATED UNDER A FLOOR SLAB p O (1 ) i ® t-15" NEW SM/GO R� GL. cV LG:) 3lu -1. BURIED PIPING Q O 16 Z (I ) T ® t1 DN O 00 a J Q J Lu Z O . uJ z w GL. GL. w 5. SUPPLY S RETURN PIPING IN RECIRCULATION SYSTEMS 0-- O_ - v v OTHER THAN DEMAND RECIRCULATION SYSTEMS. O v CL. N SM/CO O 5'-10" 5'-10" 4060 OLE JULE LANE kn v - MATTITUCK, NY 11952 I-I I _ - - - _; NATURAL LIGHT 4 VENTILATION 2'.0 (OCCUPIABLE SPACE) DRAWING TITLE: 3 FLOOR AREA Ibb S.F. PROPOSED SECOND FLOOR PLAN BEDROOM 4 O O Ibl S.F. 0 % REQ. S.F. PROV. z SM/CO z z BEDROOM 2 O J LIGHTING;MIN. &% lu ! UJ U1 15.4 S.F. 31.2 S.F. v 155 S.F. = v LOFT V OF FLOOR AREA p p cv Q VENTILATION;MIN. - Q Ate. Q 4% OF FLOOR AREA b.'i 5.F. 52.2 S.F. °j PAGE: � N N A-103m00 iV 4 A 4 f` B 4 B B NATURAL LIGHT 4 VENTILATION DATE: 04/13/22 7 OF 16 (OCCUPIABLE SPACE) NATURAL LIGHT 4 VENTILATION FLOOR AREA 161 S.F. (OCCUPIABLE SPACE) I'-8" Al3'-0" 3'-O" 5'-II" FLOOR AREA 155 S.F. q'-8" S.F. REQ. S.F. PROV, 13'-2" 8'-b" 2'-5" --10'-�i" LIGHTING;MIN. 8% f .� S.F. REQ. S.F. PROV. , OF FLOOR AREA 12.q S.F. 13.1 S.F. ,�+4,,Y +�.•- �< w` VENTILATION;MIN. LIGHTING;MIN. b% m 4% OF FLOOR AREA 6.4 S.F. 12.6 5.F. OF FLOOR AREA 12.4 S.F. 15.1 S.F. Q , VENTILATION;MIN. 6.2 S.F. 1 < 4% OF FLOOR AREA 2.6 S.F. 42'-4" 12'-6" 0 5 10 20 A 0374'�y'w. .T PROPOSED SECOND FLOOR FLAN GRAPHIC SCALE 1/4"=1'-0" 9T�0 I,5P,51 S.E. HABITABLE SFAC E; 1,75-7 S.E. GROSS AREA SCALE: 1/4" = I'-V OE I `FERAL 5 I MBOL <E)"' : 0- O _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT L� Z W W _ O WOOD FRAME (L.O. STL. m EXISTING TO REMAIN WHEN APPLICABLE) . .I NEW FOUNDATION WALL W NEW WOOD FRAME (L.O. Q W }: STL. WHEN APPLICABLE) H Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.O. STL. ® POST FOR 4 WALLS O J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL I-- Lo � POST FOR b" WALLS), U.O.N. cr- O O NEW 2-HR FIRE RATED O WOOD FRAME (L.O. STL. a U) 0: WHEN APPLICABLE) m Z O H � Z � Q W J J 00 Z U r-I Y O lqt � Z N W W C4 r- LA m r-1 _3 O Q GUTTER HIGH W m 4"x3" ALUM. b x3 POINT (TYP)ALUM. 4"x3" ALUM. DOWNSPOUT GUTTER (TYP) (TYP) (— DOWNSPOUT U El (TYP) W 2 J 12 PITCH v Q 8.12 5:12 PITCH 8:12 PITCH PITCH I � -,� b"x3" ALUM. )LF, GUTTER (TYP) , GUTTER HIGH -1:12 PITCH "1:12 PITCH POINT (TYP.) 4"x3" ALUM. DOWNSPOUT ^•DEGiG BELOW- (TYP) \ 0. FE—Al - b"x3" ALUM. - — — — GUTTER(TYP) N N 0. � I rPOINT(TYP.) °a IL B I o B A-30I I A-501 0- 9 v z `t `r - - - � I > � W I � w I a ° I PROJECT: ry ry ry i I MONTEFORTE I — - 5:12 PITCH 8:12 PITCH I I RESIDENCE la a:12 8:12 8:12 - - - - - - - - - - - J PITCH PITCH PITCH b"x3" ALUM. �4"x3" ALUM. GUTTER(TYP) L r4060 OLE JULE LANE DOWN� TJ OU=R HIGH - — - — J b"x3" ALUM. MATTITUCK NY 11952 POINT(TYP) - — — — — J GUTTER(TYP) 4"x5" ALUM. GUTTER HIGH DOWNSPOUT 4"x3" ALUM. b"x3" ALUM. 6"x3" ALUM. 4"x3" ALUM. POINT (TYP) (TM}') DRAWING TITLE: DOWNSPOUT CUTTER BELOW GUTTER BELOW (NP) 6UTTER HIGH BUTTER HIGH (Typ) DOWNSPOUT (TYP) POINT (TYP) POINT(TYP) (TYP) PROPOSED ROOF PLAN 0 � m Q 0 5 10 20 PROPOSED ROOF PLAN GRAPHIC SCALE 1/4"=1'-0" PAGE: SCALE: 1/4" = P-O" A,104mOO DATE: 04/13/22 8 OF 16 ,+ Pig �i``�•%'''',�. F� tz. i (�,A ;' r 0fi E\ll ELEVATION NOTES Q C-) Lu Z 0 HATCHED AREAS INDICATE NEW WORK (TYP) L UJ CN (D TA NEW ROOFING: PROPOSED RIDGE HEIGHT LL1 I. SEE NOTE a SECTION uj >- ELEV. +5-7.1' 2. ROOFING TO MATCH EXIST. COLOR 4 STYLE BY 'l (OR EOUAL) (MIN 50 YR. WARRANTY) 0 z PROVIDE CONCEALED FLASHING AT ALL ROOF -77 2C:- INTERFACES. - - NEW CRICKET (TYP.): 2"x4" FRAMING a 16" O.C.;PROVIDE ICE SHIELD 7==!, 777- 0 LAPPED IS IN ALL DIRECTIONS 4 FULLY FLASH. zz u l m NEW SIDING SEE NOTE a SECTION F NEkq PqINDOk4(5) z AS PER PLAN ----- - LL1 wxd� 00 O LI F > l NEW A/C CONDENSERS ON PLATFORM ABOVE PFE -L-LL Z cp 77-Z, C) 42 El NEW CLOSED P. GONG. STAIR ALt 1- 7- 1-1-- Z Ill to cl T- ONEI 11111: ui (D SEE NOTE a PLAN LIL NEW FLOOD VENTS BY SMART VENT (TYP) < PROPOSED SECOND FLOOR N;ll,&LEV. +20.0' DRAINAGE NOTE: CONTRACTOR SHALL EXTEND DRAINAGE LEADERS TO 22 LLl PIPING LEADING TO DRYHELL5 BOILER DIRECT VENT: @MAINTAIN 4'l MIN. HORIZONTAL SEPARATION FROM II J, Jul -.4 U FENESTRATIONS (NYS w VERTICAL SEPARATION FROM ROOF OVERHANG. / \ 1 = 0 Mr, bOl MAINTAIN 5l MIN. L INSTALL AS PER MANU. SPEC.'S. Lu Q 9 LLb LE L/IL JA IL PROPOSED FIRST FLOOR I I i L Ire ELEV. +41.0' L Li Li Lu La 11 DFE F= ELEV. +5.0' PROPOSED GARAGE SLAB • E�D .4 GRADE4 FLOOD ZONE ?�Erb,/GRADE40 ELEV. +(o.0' 4 GROUND HATER ) ELEV. +1.0' NORTH F-LE\/ATION (FRONT) SCALE: 1/4" = P-0-1 ALL NEW kqIND0kq5 4 DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANIJ. 5PEr,.Is. SEE Fl "5-005" FOR NAILING 4 STRAPPING DETAILS. WINDOW ,HART ROUGH OPENING WINDOW DIMENSION CLEAR z OPENING TYPE MODEL # OFENIN w WIDTH Ill 20" TEMPERED n HEIGHT F;,EO'V:24O ' 0 DTH HE10HT - 5.1 S.F. 0 WIDTH HEIGHT pli OPEN REOD, ACASEMENT oxpqI55 1.2.6 S.F. w 14 B (5) CASEMENT E cpql(o 2l 6,-0 A 2l 10.5 S.F. 5l CW CASEMENT CXHI(o 2'-11 41 D (4) CASEMENT 0145 41-5 ill :2,-0 4l PRO JECT: E (1) CASEMENT CIX15 5,-0 J" 4'-II g', I 9.8 S.F. I-PICTURE OVL205 2-0 MONTEFORTE CASEMENTS CXN2 00) RESIDENCE 71-c H (1) CASEMENT OXH15 3,-0 J" :21-11 all 41-11 gll 11.5 S.F. (1) C, 4060 OLE JULE LANE IN J (2) =ANNINC=- :2'-0 AH21 MATTITUCK, NY 11952 cp ILLILd ILL\ I DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS Ll 11 ill I I I I T I I S1,-FA 1--I I I I I I ill 7 PAGE: IIm 1 .1 2l 20 wOO :2l -LL III 4-0 4-1 IN. MIN. 4l 'FIRE I 11 1 \ -FRESH DATE: 02/14/23 MIN AIR 1:2 9 OF 16 INTAKE JL L iu LLL 1. L=Ul cri 11 1 11 11 IT 11 11 IT -11 -1m Em 0 w, L 0 Oak 10 z 0 4p% ;01% 037405' 0 NEST ELEVATION (R10HT51l7FE) OF t4 SCALE: 1/4" = 1'-0" a d� ELEVATION NOTES Q 0 0 it= 0 OI HATCHED AREAS INDICATE NEW WORK (TYP.; J = N TA 2 O NEW ROOFING: v- Q W I. SEE NOTE ® SECTION W 2. ROOFING TO MATCH EXIST. COLOR d STYLE BY'GAF' �a (OR EQUAL) (MIN 50 YR. WARRANTY) , Z W OPROVIDE CONGEALED FLASHING AT ALL ROOF " _ _ - INTERFACES. - Lo --- - NEW CRICKET TYP. D = =" = - --. r =-"12� ..t O 0 4 2 x4 FRAMING ® I6 SHIELD O.G.;PROVIDE ICE L __— LAPPED IS IN ALL DIRECTIONS d FULLY FLASH. _ - - " Lfl im � Z O SEE NOTE ® SECTION 0 — — -- — - - — O6 AS PER PLAN �— - ---- NEW A/G CONDENSERS ON PLATFORM ABOVE DFE L b J 00 � �t0 O NEW CLOSED P. GONG. STAIR - F _ / 421 // \\ ; z �= �' NEW DRYER VENT: _ SEE NOTE ® PLAN \ 0 Q G to NEW FLOOD VENTS BY SMART VENT (TYPJ -- - -- - 121 � y- II DRAINAGE NOTE: CONTRACTOR SHALL EXTEND DRAINAGE LEADERS TO ;/ S.F. ( I I I W PIPING LEADING TO DRYWELLS BOILER DIRECT VENT: - --- - — -— -- - - - - - -- _ -- - -- 12 MAINTAIN 4'-0" MIN. HORIZONTAL SEPARATION FROM FENESTRATIONS (NYS MG &04.5.4);MAINTAIN 5'-0" MIN. -- - — —` u VERTICAL SEPARATION FROM ROOF OVERHANG. = J INSTALL AS PER MANU. SPEC.'S. I // \\ I \\ / \LLI U J u Ka if I dJ zll _/E I 11 L / / I F.F. O O I' MAX. 8 g SOUTH ELEVATION (REAR) SCALE: 1/4" = P-O" ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "6-005" FOR NAILING 8 STRAPPING DETAILS. ININDOW CHART -- EGRE55 ROUSH OPENING WINDOW DIMENSION CLEAR TAG TYPE MODEL # OPENING TEMPERED WIDTH REOV: 201. p lr HE REOV:24" WIDTH IL- HEIGHT WIDTH HEIGHT OPEN REOV: 5.T S.F. 12 z -- - --- --- - -- - .- w A (2) CASEMENT I GXWI55 - 3-O I -5'-5 2'-II �" 5'-4 g" 12.6 5.F. �p 4 12 2 CASEMENT GWI6 2'-4 " 6'-O " 2'-4g" 5'-I I �" 10.5 S.F. [� - -- ___--_-- ._.,..__. ":_ : _ T - - `-'-L \`\ to G (6) CASEMENT GXW16 3-O 6-O 5gIF 2-II 11 5-11 14.O S.F. — — - D (4) CASEMENT C145 2'-O 8 4'-5 8„ 2'-0 4'-4 I I \\ ___-== - _ _- _ --- -_ — CLi E I CASEMENT GXI5 2'-8" IF5'-O 2'-7 4'-II q.8 S.F. __1 J F (2) PICTURE OVL2050 2-O " 5,-O j" 2'-0" -- - _ a _ PROJECT: 6 (I) CASEMENTS GXW25 6'-0 �" 5'-0 I 5'-I I 4'-11 11.5 S.F. H (1) CASEMENT OXW15 3'-O " 5'-O " 2'-11 " 4'-I I J" 11.5 S.F. i u \\ I \ o M O NTE FO RTE II 1 (1) CASE./PIG. G345 6'-O " 4'-5 J" 5'-11 J" 4'-4 R" LIu E I D E N C E - - _ J (2) AWNING AW21 2'-O �" 2'-4 - :4 4060 OLE JULE LANE Lam° +\ - MATTITUCK, NY 11952 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS ---- - --- - --- --- - — — — LIU PAGE: o J__L--L J A-202mOo u IULIL LAIL i I Ll DATE: 04/13/22 10 OF 16 .. .. ..... . 0 0 0 10 b fdJ EAST ELEVATION (LEFT SIDE) d ll N tea. �.. SCALE: 1/4" = I'-O" '%OF N . ,,r' i BUILDING SEGTI ON NOTES 0- 0) CONNECTION O NEW ROOFING NOTE (TYP.): PER PAGE 6' 5 005 W Z O I. INSTALL NEW ASPHALT ROOFING SHINGLES NEW RIDGE J Z 0 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO PROPOSED R_IDOE_HEIG_HT __________________________________ 12 Q W � 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS ELEV. +37.1' 4 OVER 1 3.INSTALL IS # BUILDING FELT N.O.N.) OVER 10 i �� 4.1/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) PROVIDE BLOGKIN6 FROM - Z 5. GAP SHINGLE OVER RIDGE B HIPS (AS REQ'D) FLUSH BM. TO RIDGE 12 � B__� � 6.PROVIDE RIDGE VENT(AS REO _\ 'D) 0 1. FLASH ALL VALLEYS ��, Z 5.INSTALL DRIP EDGE AS REO'D 4 P J cf. INSTALL ALL AS PER MANU. 5PEC.'s 8 8 0 F - ELCi PISLo Y TYPICAL ROOF 4 CEILING CONSTRUCTION: NEVI 0 O NEW ROOFING AS NOTED 2 � � 0- Lo m • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD SEAMS) Z • R.R.,G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER 8' 0 INSTALL "X" BRID61N6 ® CENTER OF SPAN, U.O.N.) = Q • R-49 CEILING INSULATION, INCLUDING MIN. OF R-21 3 Z 0' SPRAY FOAM INSULATION d R-25 BATT INSULATION (WHERE SPACE ALLOWS). PROVIDE FULL INSULATION Q W J VALUE USING SPRAY FOAM IF NECESSARY. TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): PROVIDE HDR ABOVE 4 MIN. J �0 ALL WINDOWS d RAIL RAIL ING HOT. > w4t 0 O • SIDING AS PER 51PINO NOTE DOORS AS PER AS PER DETAIL Z 0) (D • UPON "TYVEK" HOUSE WRAP (OR EQUAL) STRUCTURAL PLANS F- ri v j SECOND FLOG J • UPON I/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL O O LOFT PECK • 2"xb" STUDS ® I6" O.G. w/DBL. TOP PLATE yy STUD TO Z PLYWD SEAMS) X: MASTER FLOOR ASSEMBLY Q Z 4 • 2" FOAM INSULATION (R=WINCH) w/R-15 BATT t-w BEDROOM Q CONNECTION 'GI' AS w _.J N INSULATION (R-2"1 TOTAL) 2"xb" SILL Q PER PAGE 6-005 W (D LL • 5/8" GYPSUM BD. WALL FINISH PLATE _ Lo _ Tq ® WINDOWS. O NEW 51DINO NOTE (TYP.): J":I' PITCH I. INSTALL NEW CEDAR SHAKE SIDING d PROPOSED SECOND_FLOOR VERTICAL BOARD d BATTEN 51DINO LEV. +20.0' XX XX XX� XXxx XX �xx xx xx XXXX�� 1 2.15# BUILDING FELT PAPER(OR EQUAL) CXXXX :XX) XXX)C):X) F.J. A5 PER PLAN i 5.INSTALL ALL AS PER MANU. 5PEC.'s 4.PROVIDE ALL NECESSARY AZEK TRIM FOR - PROPER INSTALLATION W 5. SIDING SHALL EXTEND TO TOP OF m . FOUNDATION WALL — — - - 0 NEW UN-REINFORCED P. GONG. SLAB W U SA I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON 2. b MIL POLY VAPOR BARRIER UPON O _" - ----""- 5. 4" (MIN.) GRAVEL BASE FIRST FLOOR NEW REINFORCED P. GONG. SLAB \ KITCHEN \ � FOYER 5B I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON A-401 Q 2. 6 MIL POLY VAPOR BARRIER UPON 5. 4" (MIN) GRAVEL BASE PROPOSED FIRST FLOOR �TYPICAL FLOOR FLOOR GONSTRUGTION: O • NEW FLOOR JOIST AS NOTED ON PLAN • 5/4" GDX PLYWD T46 SHEATHING (BLOGKIN6 ® ALL 4":I' PITCH 4,,:---- -- DESIGN FLOOD_ EL. (DFE)+&.0' I' PITCH PLYWD SEAMS) 4- .ELEV . S&i %F.J. AS PER PLANS66MN• F.J. AS NOTED ON PLANS(® SPANS OVER 8' INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N.) I _ TOP OF SLAB HOT. TO MATCH • PROVIDE R-30 GATT INSULATION WHERE BASEMENT PRO_POSE_D GARAGE SLAB p HIGHEST ADJACENT EXTERIOR p WALLS NOT INSULATED;SPRAY FOAM MIN. 3" GRAWLSPAGE 5A \ ELEV. +6.2 � �y GRADE;ADD COMPACTED ry THICKNESS AT RIM JOIST �__—_� I FILL BENEATH AS REO.'D _ 6 L - - - -I l f GRADE 4 FLOOD ZONE AEE 3' MIN. BELOW r LOWEST ELEV. +6.0' ADJACENT GRADE -- — _ _ GROUND WATER ELEV. +I.O' ------ SECTION A-A/A-50I SCALE: 1/4" = I'—oil PROPOSED RIDGE HEIGHT -------- ---------- 7 Z ELEV. +3-7.1' 1 ui 0 >>U LEI fl fl fl-fl- - fl�f l fl fl @-A��fl (1 -8�1� B l��l- fl fl 1 - - ATTIC Q � ss5 2s PROJECT: -5 M W WA MONTEFORTE 3 RESIDENCE 0 00 00 00 SECOND FLOOtn 4 to LOFT BEDROOM BEDROOM iv � BATHROOM 4060 OLE JULE LANE 00 0 tu MATTITUCK, NY 11952 X d Ll PROPOSED SECOND FLOOR DRAWING TITLE: -------------- - LEV. +20.0' --- BUILDING SECTIONS r NEW STUD TO FLOOR ASSEMBLY CONNECTION VI' AS !,1 a [Ell PAGE: PER PAGE 6-005 i',I F I RST FLOOR o ;il o FOYER FOYER j'I LAUNDRY a ' -301m00 it o GARAGE PROPOSED FIRST FLOOR iPl' ELEV. +q.0' DATE: 04/13/22 JA OF 16 DESIGN FLOOD EL. (DFE) '6 25 Y 'JAIM '-5 AS fS -s WHM6116M W ,Wll 6mll Will M W &6 PROPOSED GARAGE SLAB � 5B PITCH cl ELEV. +6.2' GRAWL5PAGE b ' -- -- 6RADE�� GRADE 4 FLOOD ZONE AE6 ELEV. +6.0' r m ¢ . Ell GROUND WATER --------- AJ 0 7 ELEV. +1.0' O� �J N SECTION B-B/A-50I SCALE: 1/4" = 1'-0" U TYP. ROOFING (SEE t= a) SECTION NOTES) W Z O TYP. ROOF CONSTRUCTION (SEE SECTION NOTES) W 'SIMP50W H2.5A PS Lu >- RAFTER TIE CLz Z HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE O w SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. SPEG.'s; J = Z PLANS AND NOT PROJECTING MORE THAN 4112" INTO Y PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT JOIST HANGER BY Cc 0) O O SIMPSON' OR EQUAL G.J. A5 PER PLAN (WHEN APPLICABLE) 0- Lo Ix _SECOND FINISHED FLOOR FASCIA BOARD ?- m O 0 BEAM AS PER PLAN Il-- � - IY2" MIN. SPACE BETWEEN \ Z W WALL AND HANDRAIL \ Q J J C)o 5/4" PINE RISER \ K "SIMPSON" JOIST > � C) Z 0) STANDARDS FOR O R I FFABLE HAND RAIL HANGER :IT-J1 ri _ "�/4' PINE TREAD Y �1 O SCALE: NT5 Z >: 4 PERMAGAST COLUMNS AS PER PLAN Q Z T-i OR055 SECTION w/ "SIMPSON" PG64 (FOR 3 PLY BM) LL J N OR "SIMPSON" BG52-2/4 (FOR 2 PLY W W CD MIN. �z w HANDRAIL CIRCULAR NON-CIRCULAR BM) POST GAPS ' I" ROUNDED NOSING ��Q CLEARANCE w/y4" RADIUS Lo (NOT INCLUDED IN T TREAD DIMENSION) / 4„-6! 'I/ !4 2y / - V2" �i/411_211 PERI- / 1J.4rr ;. � MIN. / METER / MAX. / Lu ' �6 � / V vtu tu � / H to COVERED FORGH DETAIL (UPPER) Q (5) 2"xl2" STRINGERS ® w/R-21 _ ,-O„ 7771 INSULATION, IF UNDERSIDE IS FACING SCALE: 5/4 - I STORAGE/NON-HABITAL SPACE STORAGE UNDER y2" GYP. BD. � (WHEN AFFL I GALBE) I I \ 5" STRUCTURAL PERMAGAST COLUMN TREATED 2"xl2" SILL FOR CONTACT AS PER PLAN w/GONG. (IF APPLICABLE) I FIRST FLOOR "SIMPSON" POST BASE PER POST SIZE INTERIOR HOOD STAIR DETAIL FINISHED STONE A-401.00 SCALE: 5/4" = 1'-0" 4" GONG. SLAB a ° a a 2' O" LAP (TYP.) GRADE \� \\/ BOCKFILL D EVERY b" I w EXTEND FOUND. WALL 8 FTC. AT —————————— -4—— I � / / / COL. PER FOUND. PLAN;PROVIDE 0 ADDITIONAL (2) #5 VERT REBAR V IN GONG. WALL BENEATH COLUMN j ------- - III— i1 O a \ �L\/\\/ Wx #5 REBAR (TYP) Q P. GONG. FOUND. WALL 8 FTG AS #5 BENT O I I PER DETAIL 3/A-401 REBAR(TYP) ry ((�-- I� I I a J PROJECT: II I I GO MONTEFORTE 1/ERED FORGH FOUNDATION DETAIL PROVIDE 3" (MIN) GONG. COVER PROVIDE 3" (MIN) GONG. COVER I I IA-401.001 RESIDENCE SCALE: 3/4" = 1'-0" OF ALL REBAR WITHIN P. GONG. OF ALL REBAR WITHIN P. CONC. I I FOUND. WALLS d P. GONG. FTG'S. PROVIDE STRAPPING d NAILING FOUND. WALLS $ P. GONG. FTG'5. PROVIDE STRAPPING d NAILING AS PER CONNECTION 'O' IN AS PER CONNECTION 'D' IN "TYPICAL NAILING/STRAPPING "TYPICAL NAILING/STRAPPING 4060 OLE JULE LANE PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, REQUIREMENTS FOR UPLIFT, BETWEEN CAVITIES SHEAR, d LATERAL RESISTANCE" SHEAR, b LATERAL RESISTANCE" MATTITUCK, NY 11952 PER ENERGY TABLE ON PAGE 0-003 ® EA. STUD. ON PAGE 0-003 ® EA. STUD. CORNER CONNECTION (WHEN APPLICABLE) FLOOR SYSTEM AS NEW (2) 2"xb" P.T. SILL PLATES NEW(2) 2"xb" P.T. SILL PLATES UPON SILL SEAL UPON COPPER UPON SILL SEAL UPON COPPER DRAWING TITLE: NOTED ON PLAN TERMITE SHIELD 4" P. GONG. SLAB TERMITE SHIELD b"xb"-IOxI0 W.W.M. BETI^IEEN DESIGN DETAILS CENTER 4 UPPER � OF SLAB #5 REBAR (TYPJ 2'-O" LAP NEW 5/8"(P HOOKED ANCHOR SECURED IN PLACE DURING POUR NEW 5/8"(P HOOKED ANCHOR (TYP) BOLTS ® 39" O.G. w/5" SQUARE b MIL POLY BOLTS ® 39" O.G. w/3" SQUARE WASHER E ENDNUT MOISTURE RETARDER WASHER d ENONUT #4 HOOKED VERT. ------- '— t--fi--------- REBAR ® 48" D.G. 1 J 4" P. GONG. SLAB GRADE Q_ 0�_l �1r10. 0_ � Or 10. 0. 0�✓,J1;��.�r�.I l�0. . .•I�j1 1�e r I =II�I— I GRADE --} -------- PAGE: . I I 4" GRAVEL BASE a ail 18r� ( II 1 8 #4 HOOKED VERT. REBAR 048" O.G. II I � ————— ———�——IL———IF——————— A-40loOO b MIL POLY MOISTURE RETARDER II - #4 HOR. CONT. REBAR ® TOP d BOTTOM OF WALL (2 TOTAL) 4' GRAVEL 0- I I I II ' — P. GONG. FOUND. WALL DATE: 04 13 22 #4 HOR. CONT. REBAR I® TOP 4 <� I I - O a I I Q Q I I I #5 BENT 12 OF 16 BOTTOM OF WALL (2 TOTAL)— (MIN. 4,000 PSI) lI. a , 0 I I I REBAR(TYP) P. GONG. CONT. FTG. P. GONG. FOUND. WALL �a�l ...d (MIN. 4,000 PSI) pail S (MIN. 4,000 P51) — — I (5) #5 HOR. CONT. REBARIH I I I I (5) #5 HOR. CONT. REBAR q _ I A I I I °A.rp�Y.. nnyRy, P. CONC. CONT. FTG. ( �cjP (MIN. 4,000 P51) �.. m ! I I I C? .`,�'-,: i — ( - ( ' h'd, �C+l ANPROV. CLEAN PROV. GLEFILL b COMPACT 1 I I I I I I I I I I l i I I I 'T' GONNEGTI ON �� 4, —s•, "—�� 413 �GF NE�-t FOUNDATION NALL DETAIL FOUNDATION MALL DETAIL REBAR OVERLAP DETAIL A-401.00 SCALE: 3/4" = 1'-0" A-401.00 SCALE: 5/4" = 1'-0" A-401.00 SCALE: 5/4" = 1'-0" 0- a' Q U 5/4"xb" P.T. DECK BOARDS JOISTS AS NOTED ON PLANS 5/4" x REQ'D J vi HEICF+T P.T. RISER I o o Q �j . W }: 5/4"xb" P.T. - —-- — — — 7_ _ Z DECK BOARDS 1 1L 2"x BLOCKING ® EA. O STRINGER TO MATCH SIZE J = OF JOISTS F— J FASTEN STRINGER TO O O BLOCKING (MIN. b a LUG C) P FASTENERS)r m (Ty Z CL [rrPJ � O NOTE: 2"A2" P.T. 5TRINGERS ® 16" I. IF FINISH MASONRY USED (SUCH AS 4" THK. x 8' WIDE xWIDTH -- O.G. (MIN. 3 STRINGERS ® = 0 BLUESTONE) - MA50N TO ADJUST OF STAIR P. GONG. PAD I EA. STAIRWAY) ~ HGHT OF LANDING AS REO'D TO 4"P.GONG.SLAB Q iUJI t ACCOUNT FOR FINISH MASONRY w/bxb 10/10 WWM J I° UPON COMPACTED 00 - -- - 2. ALL HORZ.SURFACES SHALL BE PITCHED �(TYPJ FILL 2"xb" P.T. BLOCK IN BETWEEN - J EA. STRINGER. FASTENED TO '> NOTE: ® 1:48 AWAY FROM BUILDING X ALL DECKING SHALL BE FASTENED Z r� i ra,. Rniurvv wi �ucvi�r,uv i P. GONG. PAD w/ 19/64" X to Q w/ COATED DECKING SCREWS BY AS PER PLAN. RAIL SHALL HAVE 5. FOR SLAB5 ABUTTING FRAMING,INSTALL REBAR BENT TO -- a "CALL CONCRETE SCREWS BY t- „ r•I � • _-________ - "GALIBURN" (OR EQUAL) - MIN. DECK MATE' (OR EQUAL) CAPACITY TO RESIST 200 LBS OF COPPER FLA5HINE,FROM 12" ABOVE AND SLAB AS SHOWN �- -------- `r ADJACENT TO SLAB, BED ALL FLASHING i (3) SCREWS PER BLOCK LATERAL LOAD. MATERIALS SHALL O" MIN. \� \� BE ONE OF THE FOLLOWING: HOT. IN ASPHALTIC MASTIC •/y�° /\\/\\/\\/ z Q Z rq DIPPED CALV., EPDXY PAINTED STL., � > GRADE GRADE N EPDXY PAINTED WROUGHT IRON. LL W ATTACHMENT AS Itl BEND REBAR ° �' d•/\�g\ \/ /6/ / �Lf) rl PER RAIL MANU. TO SLAB (I) #4 REBAR ® EA. c ,� i. / / / / / / 8" Lo STEP;3" GVR ® ENDS �-P%/, :\\\/N�\\\/�\/�\/�\/�\/ NOTE: ° � / / / / / / / / I,�I r•I J O ALL P. GONG. SHALL 4"P.GONG.SLAB PA/ \ \ \ \ \ \ \ \ \ Y`10 0 STAIR DETAIL 6"xb"-IO/10 W.W.M. UPON ° • BE 4,000 P51 (MIN) COMPACTED FILL °&41 \\ A-402.00 (I) #4 REBAR II ° \\ \\/ ' Io" �'' / \//\/\// /�//�/\/\/\/ SCALE: 3/4" = I'-O" CONT. 0 TOP -� MIN. � % \\\/\\\/ \�MFILL TED \\\/\\\/\\\// #5 REBAR ® 36" O.G. a• v • a i:° \\\ \�/�\\/�\\/�\\/\�/ ° �� / / #4 REBAR �j U II 2"x4" KEYWAY r x �ii \ \ \O.G. (MIN. 3) \ \ \ \ \ W GRADE I, /\//\/ COMPACTED ° ', \\/\\/\\X \X \/\\/\\/\\/\\/\\ \ \ FILL •, ° y�iii /\//\//\//\//\//\//\//\//\//\//\//\//\/ GONG. WALL \\//\\ GRADE °�iii° �,// // // U J II II � ///\/ X , /\ /\/ \/ / / / /\/\/\/ TO TOP OF FOUND HALL, I1 II UI/ // #4 REBAR GONT. / / �-�.L�\/ / \\/\\/\\/\\/\\/ NOTE: \/\\/\\/ #5 BENT REBAR I v \\ \\ // //� / / / / / / / / / / DIRECTLY BENEATF 1 STEEL ® 10" O.G. (MIN. 3) \ \ \ \/\/\/\/\/\ ALL P. GONG. COLUMN BASE PLATE, POST BASE, ILA J �/ / yl \\ \, b /\\ \\ \\ \\ \\ \\ SHALL BE \\ \\ ° . II ° II,' PROVIDE 3" (MIN.) GONG. COVER III -L\\/\\ (I) #4 REBAR CONT. j //\//\�,P\//\//\//\//\//\//\/ 4po0 P51 (MIN.) \ \/ OR FLUSH ON STRUGTURALIPLANS I I I I • OF ALL REBAR WITHIN P. GONG. z (1) #4 REBAR II ��/\/ I°° \ \ \ \ \ \ \ \ \ \ \ \ 1 d FOUND. WALLS d P. GONG. FTG'S CONT. ® BOTTOM I1°I1 ° // // \ II Ii° ` \\ \\ #5 BENT REBAR ® 12" O.G. \ \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// I I I ° m 15" HIDE x12" DEEP Ilu Z I . 9I• /\\\/\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\� (2) #6 BENT REBARP. GONG. FTC. (1) #4 REBAR CONT O 8" THK. P. GONG. WALL I / // // // // // // // // // // // // // // // // // I. I I . P. GONG. WALL AS JI t(1 II \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ II II PER DETAILS (5) #5 HOR. 18" WIDE x 12" DEEP \/\/ nl 1, REBAR 0 N-0° ` P. GONG. FTC. ,.c JI \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ (5) #5 HOR. REBAR UPON (5) #5 HOR ". I j pd° m (2) #5 HOR. REBAR__-1_ a \\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\// REBAR RUNNING PERPENDICULAR WITHIN �`3„ „ • °°m•°e FTO.;PROVIDE \/\/\\/\\//\\/\\/�\\/�\\/�\\/\\/\\//\\// EADDIITIONAL REBAR BEP. CONC. DSIDE CONT. HOR. j REBAR FROM CONT. FTC. AS REG'D. ° , „ v N° III! Al 8 EXTERIOR MASONRNr DECK DETAIL a I Ill I ll 11 A-402.00 - - EXTERIOR MA50N z*( STAIR DETAI L ill I . SCALE: 3/4 - I O A-402.00 " _ " d °< °Il a IL a SCALE: 3/4 I -O P. GONG. CONT. FTC. ° e a )I I I d `'d AS PER DETAILS � . 11 All. . —J �LL=_'11 a. --r- 36"x36"x16" DEEP P. GONG. PAD - (3) #5 HOR. CONT. REBAR FTC. (ENLARGED PORTION OF P. `. WITHIN P. GONG. CONT. FT5. AS ICONIC. CONT. FTC) (MIN. 4,000 PSI) PER DETAILS;COORDINATE LAYOUT WITH REINFORCEMENT WITHIN ENLARGED PAD FTC. I I ENLARGED CCNT. FTO. DETAIL A-402.00 SCALE: 3/4" = 1'-0" z W PROVIDE BEAM 8" (4) 3/8" H.D.G. LACE o SPLICE CENTERED ABOVE COL. WHEN BOLTS (PREDRILLED) NOTED cj O II FLOOR SYSTEM AS _ PROJECT: NOTED ON PLAN FLOOR SYSTEM AS M O N T E FO RT E NOTED ON PLAN 3/8" THK. PL. 0/2 , I I GALV. PL. RESIDENCE NOTED ON PLAN FLOOR SYSTEM AS 4 3/8" THK. H.D. CAP PLATE 'A' NEW 5TL. GAP FL. 'A' FLOOR WOOD BEAM FOR CONNECTION OF STL. COL. TO (3) 1-3/4" WIDE 4060 OLE JULE LANE WELDED TO COL.;SEE AS NOTED ON PLAN LVL LUMBER OR (3) 2" HIDE OR (4) 2"x WIDE GAP PL. DETAILS NEW STL. GAP PL. 'A' FLOOR WOOD BERM DIMENSIONAL LUMBER OR 5.25" WIDE PSL MATTITUCK NY 11952 WELDED TO COL.;SEE AS NOTED ON PLAN NEW STL. GAP FL. 'A' FLOOR WOOD BEAM GAP FL. DETAILS NEW 3-I/2" O.D. SGH 40 WELDED TO COL.;SEE AS NOTED ON PLAN NEW BASE PLATE 'A' HOT DIP CALV. 5TL. COL. GAP PL. DETAILS DRAWING TITLE: WELDED TO COL.;SEE (ASTM AI23) AS PER NEW 3-1/2" O.D. 50H 40 FOUND. PLAN BY SIMS HOT DIP 6ALV. STL. COL. SASE PL. DETAILS FOR NEW -I 2 O.D. SGH 40 DESIGN DETAILS NEW BASE PLATE A BOLTING STEEL (OR EQUAL) WELDED TO COL.;SEE (A5TM AI23) AS PER NEW BASE PLATE 'A' HOT DIP LA BV. STL. COL. BASE PL. DETAILS FOR (ASTM AI23) AS PER II FOUND. PLAN BY SIMS NEW 4" P. WELDED TO COL.;SEE FOUND. PLAN BY SIMS BOLTING STEEL (OR EQUAL) PROVIDE GOLD JOINT GONG. SLAB BASE PL. DETAILS FOR STEEL (OR EQUAL) 8 AT CONC. SEAMS (TYPJ BOLTING PROVIDE GOLD JOINT NEW 4" P.GONG. SLAB NEW 4" P. - II I II PROVIDE GOLD JOINT AT GONG. SEAMS (TYP.) ° i I AT GONG. SEAMS (T1'P) GONG. SLAB \ PAGE: .° ° U J �� ° ° ✓ °� a II ° Ji ° i ° ° m• ° a d a 4" GRAVEL BASE ° a ° ° �� O O 3-1/2" O.D. SCH. 40 HOT 02mOO Lam_ b �r=== A 4 =z= G===-� --� .__� vl s m _ COMPACTED FILL DIP GALV. STL. COL. 4" GRAVEL BASE I-° ° NEW(3) #5 HOR. NEW 30"x30"xI5" % a °° ° ° (ASTM AI23) AS PER �„ I I I " REBAR UPON (3) #5 DEEP P. CONC. PADS" NEW (4) #5 HOR. 4" GRAVEL BASE a ° ° ° a PLAN WELDED TO PL. HOR. REBAR(6 TOTAL) FTC. (MIN. 4,000 P5U REBAR UPON (4) #5 I Fa=_ _=J �___=r°__ � � COMPACTED NEW 24 x24 XI2 HOR. REBAR (8 TOTAL) i — a ° . _ ° FILL- / / 13 OF 16 DEEP P. GONG. PAD I �� S X8 X3/8 THK. DATE: 04 13 22 STL. BASE PL. FTC. (MIN. 4,000 PSU ----- COMPACTED FILL DEEP P. GONG. PAD FTC. (MIN. 4,000 P51) I I ( I W #5 HOR. REBAR UPON (6) #5 HOR. O O (4) 1/2" HOOKED ANCHOR REBAR (12 TOTAL) BOLTS EMBEDDED INTO FOOTING MIN. 4" W OVERSIZE WASHER AND END NUT SETUP PROVIDE 3" (MIN) GONG. COVERv OF ALL REBAR WITHIN P. GONG. BASE PLATE 'A'FOUND. WALLS 8 P. GONG. FTG'S. Al STEEL COL. 24"x24"x 12 " FTO. DETAIL I STEEL COL. 50"x30"x 18" FTO. DETAIL STEEL COL. 42 "x42 "x 18" FTO. DETAIL A-402.00 SCALE: 3/4" = 1'-0" A-402.00 SCALE: 3/4" = 1'-0" A-402.00 SCALE: 3/4" = 1'-0" I STEEL COL. OAF D 4 BASE PLATE DETAILS OP E A-402.00 C SCALE: 3" = 1'-0" OEI ERAL 5*"-rt'-lB0L KE)"" : a U NEW PARTIAL HEIGHT O ~ O _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. LLJ Z O EXISTING TO REMAIN WHEN APPLICABLE) "WJ � F-=-� NEW FOUNDATION WALL Q W NEW HOOD FRAME (L.G. >: STL. WHEN APPLICABLE) Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL JO = Z WOOD FRAME (L.G. STL. POST FOR 4" NALLS J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL Lo J POST FOR 6" WALLS), U.O.N. w O O NEW 2-HR FIRE RATED O HOOD FRAME (L.G. STL. d LA cr WHEN APPLICABLE) >- -'* m Z O Z STRUCTURAL PLAN NOTES Q W J OSINGLE SPAN STRUCTURAL MEMBER: J 00 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY Z T-i Cfl ABOVE INDICATED POSTS. Y T-i � O O ALTERNATIVE BEAM DESIGN OPTION AS AN ALTERNATIVE TO THIS FLUSH BM. w/STEEL FLITCH PLATES,A (3) I.-15"xl4" G.P. 2.OE LVL DROPPED BEAM Z Ix N MAY BE USED. INTERIOR BEARING WALL MUST BE INCREASED TO 2"xb" FRAMING IN THIS SCENARIO. w co LA it r-I STL. COL. (TYP): Lo O3 N 3-1/2" O.D. SGH 40 STL. COL. (ASTM A123) BY SIMS STEEL O(OR EQUAL) _ OROOF ANGLE BRACKET (TYP): ANGLE BRACKET w/MIN. LOAD CAPACITY OF 1,250 LBS; ATTACH TO MIN. (2) 2"xb" POST (UNLESS LARGER MEMBER REO'D PER MANU. SPEC.'S) W m D H W 12'x24' ~ POOL = J U —1 Q a RAISED MASONRY PATIO (3) 2"xb" POST DIRECTLY BENEATH POST TO FLUSH BM. ON FLOOR ABOVE I 1 I (2) I.15"x"1.25" 6.P. 2.OE LVL FLUSH BM. BENEATH POST TO RIDGE ABOVE;PROVIDE (2) 2"xlO" SIMPSON HUS48 HANGER® FLUSH BM. (2) 2"xl0" FLUSH BM. FLUSH BM. (2) 2"AO" FLUSH BM. (2) 2"xl0" FLUSH BM. 6175) x8" HDR SPANNING i S STEEL NS DOOR HDR I J 4 ETWEE POSTS 4 (3) 2DIR POST - (2) 2"x8" HDR (3) L 75"x11.FI5" S.P. 2.0E LVL HDR (5) 2"xl0" HDR 2"x8 O.G." G.J. ® 16" DIRECTLY ® � az w/ SIMPSON LUS26 HANSERS BENEATH POST TO 3 3 x FLUSH BM. ON CIO 1 FLOOR ABOVE (3) 2"x8" FLUSH BM. BENEATH DECK f Q , j WALL ABOVE;PROVIDE SIMPSON I= z _ LUS2&-3 HANGER® FLUSH BM._ N IdJ p KITCHEN Ix Q ui � v p kn COVERED RAISED v O m w MASONRY PATIO x tu o � vOlu O O O Q u- pp O GREAT ROOM '0 O> u 2"xIO" D.J. ® 16" O.G.(ABOVE) N v col 2"x8" G.J. ® 16" O.G. w/5IMP50N QJ� ? I '4 cV LUS26 HANSERS (BELOW) a Lca m ° � w I� ? N ?w 2"xl0" F.J. Z x n 0 cl ; J Q ® W' O.G. I w n o NEW MECH. d x� (2) 2"x4" POST ROOM N Q 1 STACKED c�V BENEATH POST (3) 2"xb" _ _ 3 TO RIDGE ABOVE POST TO (3) 1.-15"xq.5" G.P. 2.OE LVL w/(2) 0.5" 3 (2) 2"x4" POST Q HDR - - REF. STEEL�LITGH PLATES FLUSH BM._ STACKED (2) I."I5"xq.5" S.P. 2.OE z — BENEATH POST LVL HDR (EXTEND TO �Q 4 2 TO RIDGE ABOVE x TF _ PROJECT: POST IN EXTERIOR WALL pa Q iv , iy Q 1 2"xIO" F.J. ll 1c ® 16" O.G. o� PANTRY o� ul MONTEFORTE Qi i cl ® RESIDENCE O it1 tu ® O a (3) 2"xb" I GAR GARAGE Q �j O VNDR. RM. z MUDROOM/ POST TO-i F- zL w FLUSH BM. Q® p= z LAUNDRY GL. n 0 , O Q (5) I.75"xq.5" S.P. 2.OE LVL FLUSH BM. I o 4060 O LE J U LE LANE BENEATH REAR CLOSET WALL ABOVE x(X ® � - - - - a ( MATTITUCK, NY 11952 IL cc(� HDR z m FOYER p O /� I n _ M Lu ` ' DRAWING TITLE: Jl T> I -7 6 (5) 2"xb" POST/ \ 1 (3) 2"xb" POSTS N 2 � ? V STACKED BENEATH El STACKED s 31 4 0° "- p POST TO UPSET ` 1 PROPOSED STRUCTURAL PLAN ® - BENEATH HDR IL J x O BM. ABOVE/ \ 1 O POSTS ABOVE ( cV � - L 1,2-, z. 7 / I 0 Ic 1) BEDROOM IIL 2"xb" O � O Zp FRAMED N p STUDY d x- X - INTERIOR IY / \ I (5) 2"xl0" a Q i 2"xl0" G.J. FOWALL - HDR - O i / ® 16" O.G. \ I (2) 2"xa" HD - 6 Q PAGE: --- x / \ I COVEREDS-101000 lu (2) 2"x10" FLUSH BM. O -•� (2) 2'xb (2) 2"xlO" FLUSH BM. _ ALIGN w/ MAIN EXTERIOR MASONRY m POST TO ALIGN w/MAIN EXTERIOR (4)7AE30\��/E KALL, AS SHOWN STEPS X - WALL,AS SHOWN (2) 2"xl0" HDR tV ® FLUSH BM. _ — — _ — _ — J BENEA - - - - UPSET BM. (2) 2_xl2" DROPPED BM. _ �j�� — _ DATE: 04/13/22 14 OF 16 (2) 2"xb" POSTS �� - - - - - - - -- --�1 �©J (2) 2"xb" POSTS TO FLUSH BM. TO FLUSH BM. (2) 2"xb" POST (2) 2"xb" POST STACKED STACKED BENEATH POST BENEATH POST TO FLUSH BM. TO FLUSH BM. ABOVE ABOVE �� PROPOSED FIRST FLOOR STRUCTURAL PLAN � SCALE: 114" = 1'-0" �� NS OE i I E A L 5>`i�E3 0 L E� : P FLUSH (2) 2"xb" T FLUSH POST (3) 2"xb" POST I� T POST TO POST TO TO FLUSH BM. 8 TO FLUSH $M. b a O FLUSH BM. FLUSH BM. VALLEY ABOVE VALLEY ABOVE Q V NEW PARTIAL HEIGHT — — — _ - ___ O ~ O — EXISTING TO BE DEMOLISHED (3) I.TS"x9.5' G.P. 2.OE LVL FLUSH SM. WOOD FRAME (L.G. 5TL. (3) 2"xl0" FLUSH BM. (2) FLUSH HDR J = N w/ WHEN APPLICABLE) ALIGN MAIN EXTERIOR WALL, DECK EXISTING TO REMAIN AS SHOWN;PROVIDE BLOCKING NEW FOUNDATION WALL AS REO'D TO ENSURE BEARING WALK-IN O ® W NEW WOOD FRAME (L.G. TO OVERLAY-SUPPORTING R.R. GL Q W >- 5TL. WHEN APPLICABLE) \ ABOVE FLUSH BM. — ---- --- Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL \\IJ WOOD FRAME (L.G. 5TL. © POST FOR 4 WALLS 1 BATHROOM 3 DECK 0 = >- WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL (MASTER) I— Lf) Y POST FOR 6" WALLS), U.O.N. �}� OSBATHROOM 4 0') 0 NEW 2-HR FIRE RATED ►u O O 0 WOOD FRAME (L.G. 5TL. v p ? v ? �j v ® 0- Lo w U IL Q- v v U 0 (3) 2"xb" HDR �t m WHEN APPLICABLE) _ O 1 z _ O _ O O — - OS 0 O O BEDROOM 3 O o O ® ® (MASTER) ® ® 3: o z W STRUCTURAL PLAN NOTES LAUNDRY Q J 00 SINGLE SPAN STRUCTURAL MEMBER: Q GL I _.1 O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS I ® WALK-IN N I Z 0 ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY ABOVE INDICATED POSTS. ALTERNATIVE BEAM DESIGN OPTION I O v 0 v 0 e z }• 1* O AS AN ALTERNATIVE TO THIS FLUSH BM. w/STEEL FLITCH dJ BEDROOM 5 zz Q Z �.i PLATES, A (5) I."15"xW' G.P. 2.OE LVL DROPPED BEAM - N MAY BE USED. INTERIOR BEARING WALL MUST BE _ 2 2"x8" HDR ® ® (F) 2"xb« W (D INCREASED TO 2"xb" FRAMING IN THIS SCENARIO. O O (2) I."f 5"x"L H 6.P. - p O RIDGE� O = POST TO I,n m c-1 Q L J (2) 2Hxb" 5TL. COL. (TYP.): I 2.OE LVL HDR Q RIDGE O O Lo 3 3-1/2' O.D. SCH 40 STL. COL. (ASTM AI23) BY SIMS STEEL (OR EQUAL) x i • I o dJ I O HALLWAY OROOF ANGLE BRACKET (TYP.): BATHROOM 2 O N 0 iv 4 ANGLE BRACKET w/MIN. LOAD CAPACITY OF 1,250 LBS; w 0 z w v n l ATTACH TO MIN. (2) 2"xb" POST(UNLESS LARGER MEMBER ° - w -j ° W REO'D PER MANU. SPEC.'S) �p v < to v m � ® w 4z ® CL. N1-FYI Q0 - — - - — — 2"xIO" G.J. p 0 °z N a o u a a ® I6" O.G. w z R - ® ,°u z to GL. GL. u� LU O- (5) 2"x4" dJ a- O O LU 0 GL. J POSTS x a O-U Ul N �v �� TO HDR DIY Nv V = J U J (2) I.'15"xll.25" G.P. CL. I m _ 2.OE LVL UPSET BM. Q 2.OE LVL UPSET SM. 2.OE LVL UPSET BM. (3) 2"xb" (4) 2"x4" (3) 2"x4" (2) L'i5"x11.25" G.P. POST TO P05T TO POSTS 2.OE LVL HEADERS UPSET SM. UPSET SM. TO HDR w/(5) 2"x4" P05T5 BEDROOM 4 / -� BEDROOM 2 0 v LOFT 0 w w w O O O Ul N t(1 (2) 2"xl0" FLUSH BM. (2) 2"xlO" FLUSH BM. ALIGN w/MAIN EXTERIOR (5) 2"AO" FLUSH SM. ALIGN w/MAIN EXTERIOR WALL, AS 5HOWN ALIGN w/MAIN EXTERIOR WALL, AS 5HOWN WALL, AS SHOWN (2) 2"xb" POSTS (2) 2"xb" POSTS TO FLUSH BM. TO FLUSH BM. (2) 2"xb" POSTS TO FLUSH SM. FROPOSED SECOND FLOOR STRUCTURAL PLAN SCALE: 1/4" = 1'-0" (2) 2"x4" POST TO RIDGE 2'xl0" R.R. FROM FLUSH BM. BELOW ® I6" O.G. (2) 2"x4" POST TO RIDGE ElABOVE FLUSH BEAM BELOW 2"xa" R.R. 2"x8" R.R. ID (2) 2"xb" P05T _ TO RIDGE FROM � p f BM. BELOW 5:I2 PITCH w 1 8:12 — — � I" � � 5:12 PITCH �8:12 PITCH PITCH — — — — F— — — — — ci U -%ill O � 2'xl0" R.R. I I 2"xl0" R.R. 2"xl0" R.R. I I �I'q� (2) 2"x4" POST TO Z ® 16" O.G. ® lb" O.G. x _ t_v v ��`} N RIDGE w/51MPSON AG4 w I I T POST GAP CONNECTION cr ® r a WITHIN DECK WALL g — - - - — - — — J (2) 2"x4" a, lu w v I POST TO .r -DECK BELOW tea. °w° , Imo' (RIDGE FROM -a,Lu 43 \�, I I p Q FLUSH SM. v _ OL k « U BELOW a 0 N O w �Y = W O 0 -X n mQo ry !0- I � - - - - - - — � I PROJECT: 4 lua 2"xl0" R.R. = O a o i a I MONTEFORTE A�z !j o2o RESIDENCE EXTEND WALL I I (POST TO FRAMING TO EXTEND WALL (5) 2"x4" EXTEND WALLRIDGE SUPPORT RIDGE FRAMING TO POST TO I FRAMING TO SUPPORT RIDGE LOWER rSUPPORT RIDGE I _ 2"xl2" RIDGE 4060 OLE JULE LANE Q — RIDGE _ / - — — - - — - - — - - — - - - - - - - I (2) 2"xb" MATTITUCK, NY 11952 F2"xl2" RIDGE 2"AZ' RIDGE 2"xl2" RIDGE 2"A2" RIDGE POST TO 000 ry O ®O ry O ®o RIDGE X - o~ X - o X a I I DRAWING TITLE: ~ PROPOSED STRUCTURAL PLAN lu x X (y O X X ® ry ® PROVIDE `lu n ® I a N ® WALL TO PROVIDE (4) 2"x4" n BLOCKING N M I N BEARING SUPPORT POST TO BETWEEN I - - — — — UPSET BM. RIDGE d u `r TO R R — — — I I PAGE: UPSET BM. —I n — — — — — I I BELOW itu (2) (.LVL U25" G.P. — G.P. 2.OE LVL — (2) I.?5"x1 PS B — I a 0S-102mOO 2.OE LVL UPSET BM. UPSET BM_ 2.OE LVL UPSET BM. I O x n W- (5) 2"x4" POST TOV61 r (3) 2"x4" POST TO �~+' (3) FLUSH O ® I I Q, UPSEHDR BELOW JJ Q ��- II HDREBELOW FROM _ ii I POST TO ry 1 � a `� I I I UPSET SM. "w I I DATE: 04/13/22 15 OF 16 II o� o a o�ll° tu II _ X — ,L X — ® Q Cr N ® I 2"xl0" R.R. 2"AO" R.R. j, ® Y " O.G. (V o r ° c IS:I2 PITCH 5:12 PITCH - I I I P 1- - - - - - - - - - - I ♦ 4' 4 5:12 S:I2 — — S:I2 5:12 — — �`; t ' •� a I6" O.G. — TO RIDGE POST ® I6" O.G. — — — — — — — J` v 2 `;"X°' h,. P� 2"xl0" R.R. 2"xl0" R.R. — — _1 r,`�•. PITCH PITCH _ J _ J PITCH PITCH f;i->Q I--FROM FLUSH L — - - - BM. BELOW� - - 41 (2) 2"x4" POST TO RIDGE (2) 2"x4" POST TO RIDGE e 37� FROM FLUSH BM. BELOW FROM FLUSH SM. BELOW OF NE�� FROFOSED ROOF STRUCTURAL PLAN SCALE: 1/4" = I'-O" O Q U O LLLJ N • J .. e-I F- rl Q LU >: F- Z � � Z J I- J IH LA Y M 0) O O O O �- Lo m Z O Z Q W J J oc) Ze0) CD z >- 4 m Z N U- W (D Lo V-i 1` O Lo C, W U W U J 14 4" FRESH AIR VENT J I L THROUGH ROOF w I I d I Q Q I I \ I I I BATHROOM 2 BATHROOM 5 I BATHROOM 4 LAUNDRY - --__ GL. BATHROOM 2 BATHROOM 3 BATHROOM 4 LAUNDRY 'T-�-r I I f----- G L. NOTE: I I I I I l ALL PLUMBINS WORK NFORM TO LAUNDRY O 1 1 ..I I I I I a 1 I I O LOCAL PLUMB N5 CODE O w r 2 1 2 1 I 2 1 2 1 2 1 I 1 1 2'1 2 1 O Q° Q° 4° O I 1 I 1211 I I I I PROVIDE "ABESCO FF200 FR IL I I I I IL 2"I I 1 2"1 I I I 1 I 2 I 1 EXPANDING FOAM" (OR EQUAL) Q I : p� I I pQ p� I I I U I I I v Q O NOTE: O I I I I I I I I I I� I Qz U I 1 1 I I I 1 I AT ALL PENETRATIONS IN FIRE O 1 : U 3 3 O I I I yy I I I W RATED WALLS AND 1) �1 Q4 I� I I� I 1 04 I� �I I LEGEND v I W�' 1 I- I- I 1 I- �• FLOORS/CEILINGS. PRODUCT 31 .v WG• 31 .v 31 .v W•G• 3 I� 31� =1 .v yq•G• �. I� w ALL PLUMBING a I I I 2 CONFORMS TO ASTM E 814, �I V 11= zl "V I I= T 11= �I V �I V 11= • I I= HOT WATER FUEL GAS WORK SHOWER 1- 1 SHOWER I SHOWER = I I= SHOWER= 1 :� m 1 �= SHOWER- I I .n m = I I= = I �= SHOWER = I :Q m ry ----- = SHALL CONFORM 1 I �g I I A5TM E 54,AND UL 1479 tv "N :n N �Q I c\v SUPPLY N F 1 w asHER y 1� -I I- Q4 - I� -I i- -I I- Q4 -I TUB I j�� _I r Q4 I- WASHER DRYER - TO LOCAL 2 1 2 3" G.O. - - ---=-- --- -- --- _- t GOLD WATER------ -- _- _ a=_ -� I-..-..-..—I FUEL PLUMOAS NO CODE d NOTE: I SUPPLY ALL PLUMBING WORK I KITCHEN BATHROOM I POWDER RM. MECH. LAUNDRY SHALL CONFORM TO KITCHEN BATHROOM I POWDER RM. LAUNDRY MEGf-. I PROVIDE "ABESGO FP200 FR KITCHEN LAUNDRY MECH. PIPING PENETRATIONS: LOCAL PLUMBING CODE ROOM I ROOM I EXPANDING FOAM" (OR EQUAL) ROOM I. PROVIDE "ABESGO FP200 FR � _ _ 1 --�-- WALL 1 AT ALL PENETRATIONS IN FIRE EXPANDING FOAM" (OR EQUAL) Z 2" T I I I HUNG 1 1 RATED WALL5 AND WALL AT ALL PENETRATIONS AT WALLS g O _-- -- --1- R� BOILER I a p r2 1 2 I 2"l 2 I 2„I 12„ p 1 I FLOORS/CEILINGS. PRODUCT p HUNG AND FLOORS/CEILINGS. g 1 O ,g� Q4 1 CONFORMS TO A5TM E V4, O BOILER 2.PRODUCT CONFORMS TO ASTM E U N 1 1 2" I I s I I I PROVIDE F.A.I. w �/ I I I 1 ASTM E 54, AND UL 1479 i 514, ASTM E 54, AND UL 1474 H a I S I 3" �- I I I p 1 YDRONIG 1 I I I 1 I AIR N E I FLOOR a 1 p� I I I I p. I I I I a 1 W 1 W 1 DRAIN FLOOD RESISTANT t� 1 I I v I v 1 I 1 HANDLER I I F XI v 1 I IU W.G. 31 �v W.G. XI �U �v _ I I j Q w/ 3" CONSTRUCTION I - .� I - 1 FLOOD RESISTANT 15HOWER I- I I- I I- "2 =I c�Y �I .v �I �_ � T1 �_ � _ �1 1= I ICONS�RUCTION - _ O FLOOD RESISTANT TRAP ELEVATION (DFE) - I, m m 1 1n I1n CONSTRUCTION wASt+ER ivl Ic\v - nl ry SHOWER ry I :� n I I n I 1 _ I I ETION (DFE) RANEE j DRYER ELEVATION (DFE) Q _ 1 WASHER -I I- I ` I I Q 2 3�� 3�� — — — � DW �I I� -I I- � -I I- � I .- - - G.O. - - G.O. V G.O. GLEAN OUT — - - — — — — w 6A5 SUPPLY - — — - — PROJECT: (L 4 AS REQ'D Q Q BURIED PROPANE 4" HOUSE a MAIN DRAIN G.O. U1 I TO STREET GAS TANK WATER MAIN Q 1 MONTEFORTE U 4" TOSEPTIC SYSTEM RESIDENCE 4060 OLE JULE LANE MATTITUCK, NY 11952 DRAWING TITLE_: FLUMB I NC RISER - DRAIN / NASTE / VENT FLUMB I NC RISER - SUFFL`r OAS RISER - SUPPLY' PLUMBING RISER DIAGRAMS SCALE: NTS SCALE: NTS SCALE: NTS GAS RISER DIAGRAM PAGE: P-10 Im 00 DATE: 04/13/22 16 OF 16 tr "A K bfp of Ne