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Home My WebLink About50963-Z of SOUryo`o Town of Southold * P.O. Box 1179 0 53095 Main Rd ��4-0OUNn.a Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47214 Date: 07/13/2026 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 695 Youngs Rd Orient, NY 11957 Sec/Block/Lot: 18.-1-5 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 02/21/2024 Pursuant to which Building Permit No. 50963 and dated: 07/17/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations, including rear deck with ramp, screened porch and outdoor shower, to existing single family dwelling as applied for. The certificate is issued to: Anne Keating Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-24-0194 7/10/2026 ELECTRICAL CERTIFICATE: 25-100912 06/25/2025 PLUMBERS CERTIFICATION: Chris C Gevinski 05/17/2025 '\�Oz — %,ML . A ho ized ignature SUFFQi� _ TOWN OF SOUTHOLD °°y BUILDING DEPARTMENT E TOWN CLERK'S OFFICE w x� "� • 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#: 60963 Date: 7/17/2024 Permission is hereby granted to: Keating, Anne 50 W 96th St New York, NY 10025 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. At premises located at: 695 Youngs Rd, Orient SCTM #473889 Sec/Block/Lot# 18.-1-5 Pursuant to application dated 2/21/2024 and approved by the Building Inspector. To expire on 1/1612026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,125.50 CO-ADDITION TO DWELLING $100.00 Total: $1,225.50 Building Inspector SOGT,yO� --^- # # T WN F SO UTHOLD BUILDING DEPT. O O -um, i� 631-765-1802 INSPECTION [/FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND. [ ] INSULATION/CAULKING . [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE &CHIMNEY [ ]: FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] 'FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1v4hRJKI�VQ• aI�• ��- &tAJ Al IaQn 'P-lZOM ea - oilLi b W a iZ DATE -off INSPECTOR ho�aOF SOUTy�Io \` / TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FO NDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] .FINAL [ ]' FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION" [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ .] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL EMA S: i �" (AkA � in "10 co( Olvo LA r I a DATE o �7" INSPECTOR '' OF SOUIyOlo '* # TOWN'OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND . [ ] INSULATION/CAULKING [ dFRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION, [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]- ELECTRICAL (ROUGH) ' [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] . RENTAL REMARKS: g6e e e a J2&�- - .. Le��e� � C o r1 S�-yG�u-� as P2/L EOIo�,!/I• ��do� 'o�s�-s sI• ��i cave.� l n o Tel cam(. �Go�' ai✓t�- �o�� os•j V. fl o 40�'fl'!js 6evt ea h, s o a4V 1'r.Z 4 1 e,. IJo s i o/t os7 � I Vl G P.t� C �aAMI t S /' GIl/1/�0'� Gil Z�-A� �ow� �� DYI.S�'T�-U Gfl 0✓1 . DATE INSPECTOR �j hO��OF SOUIy�� . * # TOWN OF SOUTHOLDD-BUILDING DEPT. `y^ou�n� 631-765-1802 IN-SPEC - ION [ ] FOUNDATION 1 ST/ REBAR [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ]. FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT.CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �-G i urn,11 ► 65'su y-- f s DATE A INSPECTOR . SOUlyolo _. # TOWN OF SOUTHOLD BUILDING DEPT. ,oulm, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] RO GH PLBG. [ - ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [: ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) - [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: dom-5 V__ g4t4m eel. _LA oy6409-- DATE 3` �a INSPECTOR . *pF SO�lyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. �ou 631-765-1802 INSPECTION [: ] FOUNDATION 1 ST/ REBAR [ ] RO H PLBG. ] FOUNDATION 2ND . [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [. .] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT.CONSTRUCTION-. [ ]' FIRE RESISTANT PENETRATION [ ]_ ELECTRICAL (ROUGH) [ . ] .ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL r _ REMARKS: 1 C S4,kTv�A CS4_ 0 %Kt-\ oK4 Lim ) DATE 'yvY INSPECTOR Certificate of Compliance CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, Ni 11701 P: (631) 698-5610 CERTIFIES THAT Upon the application of Upon premises owned by Promaster Electric Inc. Anne Keating PO Box 425 695 Youngs Road Greenport, NY 11944 Orient, NY 11937 Located at: 695 Youngs Road, Orient, NY 11937 Application Number* 25-100912 Certificate#: 25-100912 Electrical License#: ME-59226 Section: Block: Lot: Building Permit* 50963 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Master Addition- ROUGH COMPLETE 2/19/25 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 25th day of June 2025 Name QTY GFI Receptacle- 15 Amp, 120 V 1 Dishwasher Circuit-20 Amp, 120V 1 Duplex Receptacle- 15 Amp, 120V 11 Exhaust Fan- 15 Amp, 120V 1 _ Fixture Outlet- 15 Amp, 120V 6 Switch- 15 Amp, 120V 7 Paddle Fan - 15 Amp, 120V 1 Dimmer- 15 Amp 120V 6 Electrical Inspector: Anthony Giordano ��t► An.f^�`�+ Ali I lilt ^��APPROVED� Certificate of Compliance CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 ...._... ._,.._____...__.......__.._.�P�:..(631) 698-5610_...._...___-____._........._.._.._..._.. CERTIFIES THAT Upon the application of Upon premises owned by Promaster Electric Inc. Anne Keating PO Box 425 695 Youngs Road Greenport, NY 11944 Orient, NY 11937 Located at: 695 Youngs Road, Orient, NY 11937 Application Number#: 25-1-00912 ._Certificate#: 25A009'i2 --- _ Electrical License#: ME-59226 Section: Block: Lot: Building Permit#: 60963 Name CITY ARC-Fault-20 Amp, 120V 2 ARC-Fault/GFCI -20 Amp, 120V 2 Combo Smoke&Carbon Detector- 15 Amp, 120V 1 Exhaust Hood -20 Amp, 120V 1 Recessed Fixture- 15 Amp, 120V 14 Electrical Inspector: Anthony Giordano fill flM E E u U 6J J UL - 2025 Building®Qpartrnent Town of Southold Town"Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CA P.O.Box 1179 S®uthotsi NY 11971-0959 BUILDING DEPARTMENT OWN OF SOVIT SOLD JUL - 9 2025 Building B,aparn►ent Town Of Southold CERTIFICATION' Buildine Permit:sic. 09 Vb Mgr, Anne keAnq_ (Please Tint) - (Please prid) - i certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature: I 3w-wn to before;me th;, 3av Of 2O9 i WN tkor ;� FRANCNM$Mtl'tNtplOk �4a.09S�WB0�1398 0 mMed In c OwA nq 6:73 Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 www.condonenginearing.com September 12, 2025 Mr. Mike Verity Building Department Town of Southold Town Hall P.O. Box 1179 Southold, NY 11971-0959 Re: Keating residence-696 Youngs Road Orient, NY Dear Mr. Verity: As requested, I reviewed the work for the at the above referenced property for the building renovation on July 8, 2025. Based on my observations and to the best of my knowledge, the framing and strapping for the new addition and deck was installed in accordance with the proposed drawings, and the 2020 Building Code of New York State. Please call me if you have any questions or require additional information. Yours trul J dJ. Condon, P.E. `i S E P 1 5 2025 BuIldinq F.Ilepartment Tr,.vaj of southoid S (Dc � Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 wv Fax 631-298-2651 wy .condonengineering.com September 12,2025y'� u tl � OCT 1 2025 Mr. Mike Verity Building Department Building Department Town of Southold Town Hall 'i'own of Southold P.O. Box 1179 Southold, NY 11971-0969 Re: Keating residence-695 Youngs Road Orient, NY Dear Mr. Verity: As requested, I reviewed the work for the at the above referenced property for the building renovation on July 8, 2025. Based on my observations and to the best of my knowledge, the framing and strapping for the new addition and deck was installed in accordance with the proposed drawings, and the 2020 Building Code of New York State. Please call me if you have any questions or require additional information. Yours trul J 6 J. Condon, P.E. K Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 www.condonengineering.com 1 October 1, 2025 D i' C E � W E OCT 1 2025 Mr. Mike Verity Building Department Building nepartment Town of Southold Town Hall Town of Southoid P.O. Box 1179 Southold, NY 11971-0959 Re: Keating residence-695 Youngs Road Orient, NY Dear Mr. Verity: As requested, I reviewed the work for the above referenced property for the building renovation on July 8,2025. Based on my observations and to the best of my knowledge, the damp proofing of the new foundation, the framing and strapping for the new addition and deck was installed in accordance with'the drawings, and the 2020 Building_Code of New York State. Please call me if you have any questions or require additional information. Yours trul y, l-0 . ondon, P.E. Y I.` End nsu non L.L.C. 1977 Main Road, Laurel NY 11948 ERTIFICAT PROJECT INFO: .� 2�2 DATE OF INSTALL-2/22/25 695 YOUNGS ROAD ORIENT, NY 11957 E��y oo' Location Insuiption'Type Inches R�oValue ROOF RAFTERS .5LB OPEN CELL 8 NOMINAL R-30 SPRAY FOAM -------------------------- -------------- ---------------------- --------------- ................................. ABOVE GRADE FIBERGLASS 3.5 R-15 EXTERIOR WALLS BATTS --------------------------------- ------------ -------------------------------- ............................... CRAWL SPACE FIBERGLASS 9.5 R-30 CEILING BATTS ----------------------------------- ........................................... .............................. ROOF RAFTERS NO BURN THB COATING OVER INTUMESCENT EXPOSED SPRAY PAINT FOAM IN ATTIC -SPACE - ------------------------------------------------------------------------------------------------------------------------ ----------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------- -------------------- - ------------------------------------------------------------------------------------------------------------------------ WINDOW AND CAN FOAM LOW PERIMETER ALL DOOR FOAM EXPANSION WINDOWS AND SEALANT DOORS ------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------- ----------- -------- ------------ -------------------- ......................................................... DATE OF FIRE-STOP: 2/22/25 .d Authorized Signature I Frank Fenoy Jr certify that project referenced above was insulated as estimate signed by home owner/ builder, and that the install was preformed in conformance to the applicable codes and or verified by architect and or HERS rater prior to install. DATE OF FIRE-STOP: 2/22/25 695 Youngs Road, Orient, NY 11957 HVAC Load Calculations for 695 Youngs Road Orient, NY 11957 RKr-IIVA%- o-, ftVsTD$rI"AL Prepared By: Allison Starzee Star Mechanical P.O. Box 797 Cutchogue, NY 11935 631-734-6882 Friday, November 3,2023 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2.50, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical 695 Youngs Road,Orient,NY 11957 Cutcho ue,NY 11935-2130 ' Page 2 Project Report General Project Information Project Title: 695 Youngs Road, Orient, NY 11957 Designed By: Peter Marren Architect Project Date: Friday, November 3, 2023 Client Address: 695 Youngs Road Client City: Orient, NY 11957 Company Name: Star Mechanical Company Representative: Allison Starzee Company Address: P.O. Box 797 Company City: Cutchogue, NY 11935 Company Phone: 631-734-6882 Company Fax: 631-734-6882 Company E-Mail Address: astarzee@gmail.com Design Data Reference City: Suffolk County AFB, New York Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Figures Total Building Supply CFM: 881 CFM Per Square ft.: 0.635 Square ft. of Room Area: 1,387 Square ft. Per Ton: 588 Volume(ft'): 11,096 Building Loads Total Heating Required Including Ventilation Air: 50,275 Btuh 50.275 MBH Total Sensible Gain: 21,822 Btuh 77 % Total Latent Gain: 6,498 Btuh 23 % Total Cooling Required Including Ventilation Air: 28,320 Btuh 2.36 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\admin\Downloads\sorenson-Youngs Road.rh9 Friday, November 3, 2023, 12:25 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical 695 Youngs Road,Orient,NY 11957 Cutcho ue, NY 11935-2130 Page 3 Miscellaneous Report System 1 Zone#1 Level 1 Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb'' Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 System 2 Zone#2 Level 2 Outdoor. Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum ' Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Duct Sizing Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00030 0.01000 Pressure Drop: 0.1000 in.wg./l00 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 0 ft./min 0 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.450 AC/hr 0.230 AC/hr 83 CFM 43 CFM Infiltration Actual: 0.450 AC/hr 0.230 AC/hr Above Grade Volume: X 11,096 Cu.ft. X 11,096 Cu.ft. 4,993 Cu.ft./hr 2,552 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 83 CFM 43 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1— Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.450 AC/hr(48 CFM), Construction: Summer Infiltration Specified: 0.230 AC/hr(24 CFM), Construction: ---System 2--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.450 AC/hr(35 CFM), Construction: Summer Infiltration Specified: 0.230 AC/hr(18 CFM), Construction: Duct Load Factor Scenarios for System 1 Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation !, Area. [T]MDD 1 Supply Attic 16B 0.12 6 215 No 1 Return Attic 16B 0.12 6 199 No Duct Load Factor Scenarios for System 2 Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation° Area [T]MDD 1 Supply Attic 16B 0.12 6 159 No 1 Return Attic 16B 0.12 6 88 No C:\Users\admin\Downloads\sorenson-Youngs Road.rh9 Friday, November 3, 2023, 12:25 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical 695 Youngs Road,Orient,NY 11957 io Cutcho ue,NY 11935-2130 Page 4 Load Preview Report Net ttz Sen Lat Net Sen � � Duct Scope Ton Fron Area Gain Gain Gain Loss CFM CFM CFM Size Building 2.36, 588 1,387 21,82Z 6,498; 28,320 50275' 618 881 881 System 1 1.45 551 797 13,337, 4,013 17,350 29,721 362 529 529 8X12 Supply Duct Latent 123 123 Return Duct 1,723 389; 2,113 1,921. Zone 797, 11,614'; 3,501, 15,116 27,801: 362, 529 529 8A2 4Sunroom 183 2,929. 710 3,639 6,798; 89 133 133 2-6 5-Living 169, 2,543. 705; 3,248 6,15T; 80, 116 116, 2-5 6-fQchen 191, 1,9W 711: 2,649 5,080 66± 88 88. 1-6 7-Bath 1 55! 1,458; 661) 2,119I 3,020` 39 66 66 1-6 _ _.-.... 8-Den 199 2,745 714. 3,459 6,745 88. 125. 125 2-6 System 2 0.91 645, 590 8,485 2,485 10,970 20,553 256 352 352 7x10 Supply Duct Latent 143 143 Retum Duct 767 171' 939 869 - 590 7,718 2170 9,888 19 6.84 256 352 3521 7x10 1-Bedroom 2 260, 3,058' 747 3,805 8,059; 105 139 139 2-6 2-Bath2 70; 1,632' 676. 2,308: 3,579; 47' 74 74 1-6 3-Bedroom 1 260' 3,028: 747, 3,775' 8,046" 105: 138 138 2--6 C:\Users\admin\Downloads\sorenson-Youngs Road.rh9 Friday, November 3, 2023, 12:25 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical 695 Youngs Road,Orient,NY 11957 Cutcho ue, NY 11935-2130 Page 5 Duct Size Preview Room or SourceMinimum Mabmum Rough. Design SP Duct Duct Htg CIg Act Duct Reg Duct Name Vebcty Velocity Factor U100 Loss Vebcty Length Flow I Flow Flow Size Size System 1 Supply Runouts Zone 1 4-Sunroom Built-in 0 750 0.01 0.1 339.9 89 133I 133 2-6 5-Living Built-In 0 750 0.01 0.1' 424.9 80 IMI 116 2-5 6-Ktchen Built-In 0 750 0.01 0.1 449.8 66 IIE88 88 1-6 7-Bath 1 Built-In 0 750 0.01 0.1 338A' 39 66 1-6 8-Den Built-In 0 750 0.01 0.1 318.6 88 125 125 2-6 Other Ducts in System SupplyMainTnnk Built-In 0 900 0.0003 0.1 793.8 362 W5MI 529 8x12 System 2 Supply Runouts Zone 2 1-Bedroom 2 Built-in 0 750, 0.01 0.1 354.8 105 1 1 139 2-6 2-Bath2 Built-in 0 750 0.01 0.1 378.8 47 74 74 1-6 3-Bedroom 1 Built-In 01 750 0.01 0.1 351.3 105 1.38 138 2-6 Other Ducts in System SupplyMainTruik Built-In 0 900 0.0003 0.1 723.4 256 NMI 352 7A0 Summary System 1 Heating Flow: 362 Cooling Flow: 529 System 2 Heating Flow: 256 Cooling Flow: 352 C:\Users\admin\Downloads\sorenson -Youngs Road.rh9 Friday, November 3, 2023, 12:25 PM Rhvac-Residential&Light Commercial HVAC Loads -- Elite Software Development,Inc. Star Mechanical 695 Youngs Road,Orient, NY 11957 Cutcho ue, NY 11935-2130 Page 6 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 1 D-cv-o: Glazing-Double pane, operable window, clear, 228 7,795 0 3,504 3,504 vinyl frame, U-value 0.57, SHGC 0.56 4A-2a-d: Glazing-Double pane low-e(e=0.20 or less), 42 1,184 0 522 522 sliding glass door, a=0.20 on surface 3, wood with metal clad frame, outdoor insect screen with 50% coverage, U-value 0.47, SHGC 0.52 11 F: Door-Wood-Solid Core With Metal Storm, U-value 21 353 0 112 112 0.28 11A: Door-Wood- Hollow Core, U-value 0.47 105 2,960 0 940 940 13BA-Ofcw: Wall-Block, framing with R-11 in 2 x 4 stud 1456 7,689 0 731 731 cavity, filled core,wood studs, U-value 0.088 12B-6sw: Wall-Frame, R-11 insulation in 2 x 4 stud 967.6 3,715 0 513 513 cavity, R-6 board insulation, siding finish,wood studs, U-value 0.064 126-0sw: Wall-Frame, R-11 insulation in 2 x 4 stud 499 2,904 0 828 828 cavity, no board insulation, siding finish, wood studs, U-value 0.097 16BR-19-ml: Roof/Ceiling-Under Attic with Insulation on 1387 4,078 0 2,923 2,923 Attic Floor(also use for Knee Walls and Partition Ceilings), unvented attic with radiant barrier, R-19 insulation, light metal, U-value 0.049 20P-19-c: Floor-Over open crawl space or garage, 1387 4,161 0 208 208 Passive, R-19 blanket insulation, carpet covering, U- value 0.05 Subtotals for structure: 34,839 0 10,281 10,281 People: 24 4,800 5,520 10,320 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 9,956 827 5,647 6,474 Infiltration: Winter CFM: 83, Summer CFM:43 5,480 871 374 1,245 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Total Building Load Totals: 50,275 6,498 21,822 28,320 Check Figures Total Building Supply CFM: 881 CFM Per Square ft.: 0.635 Square ft. of Room Area: 1,387 Square ft. Per Ton: 588 Volume (ft'): 11,096 Building Loads Total Heating Required Including Ventilation Air: 50,275 Btuh 50.275 MBH Total Sensible Gain: 21,822 Btuh 77 % Total Latent Gain: 6,498 Btuh 23 % Total Cooling Required Including Ventilation Air: 28,320 Btuh 2.36 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\admin\Downloads\sorenson-Youngs Road.rh9 Friday, November 3, 2023, 12:25 PM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Ob 695 Youngs Road,Orient, NY 11957 io Cutcho ue, NY 11935-2130 Page 7 Building Pie Chart Floor 8% Infiltration 11% Roof 8% Ductwork 20% Building ' Loss 50,275 Btuh Wall 28% Door 7% Glass 18% Floor 1% Infiltration 4% Roof 10% Wall 70 o Ductwork 23% Building Gain Glass 14% 28,320 Btuh Door 4% People 36% C:\Users\admin\Downloads\sorenson-Youngs Road.rh9 Friday, November 3, 2023, 12:25 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical 695 Youngs Road,Orient, NY 11957 Cutcho ue, NY 11935-2130 #01 Page 8 Detailed Room Loads - Room 4 - Sunroom (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 1 Room Width: 15.3 ft. Zone Number: 1 Area: 183.0 sq.ft. Supply Air: 133 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.5 AC/hr Volume: 1,464 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 67 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 340 ft./min. Percent of Supply: 0 % Runout Air Velocity: 340 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.075 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-13BA-Ofcw 15.2 X 8 80 0.088 5.3 422 0.5 0 40 N -Wall-12B-6sw 12 X 8 76 0.064 3.8 292 0.5 0 40 N -Wall-12B-6sw 15.2 X 8 102 0.064 3.8 392 0.5 0 54 N -Wall-12B-6sw 12 X 8 96 0.064 3.8 369 0.5 0 51 N -GIs-1 D-cv-o shgc-0.56 100%S 20 0.570 34.2 684 15.4 0 307 N-GIs-1 D-cv-o shgc-0.56 100%S 20 0.570 34.2 684 15.4 0 307 N -GIs-4A-2a-d shgc-0.52 100%S 42 0.470 28.2 1,184 12.4 0 522 U P-Ceil-1 6BR-1 9 12 X 15.2 183 0.049 2.9 538 2.1 0 386 Floor-20P-19 15.2 X 12 183 0.050 3.0 549 0.2 0 27 Subtotals for Structure: 5,114 0 1,734 Infil.: Win.: 10.5, Sum.: 5.4 436 1.583 690 0.108 110 47 Ductwork: 994 458 People: 200 lat/per, 230 sen/per: 3 600 690 Room Totals: 6,798 710 2,929 C:\Users\admin\Downloads\sorenson-Youngs Road.rh9 Friday, November 3, 2023, 12:25 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical 695 Youngs Road,Orient, NY 11957 Cutcho ue,_NY 11935-2130 Page 9 Detailed Room Loads - Room 5 - Living (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.0 ft. System Number: 1 Room Width: 13.0 ft. Zone Number: 1 Area: 169.0 sq.ft. Supply Air: 116 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.1 AC/hr Volume: 1,352 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 58 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 425 ft./min. Percent of Supply: 0 % Runout Air Velocity: 425 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.150 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area„ -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-12B-6sw 13 X 8 72 0.064 3.8 276 0.5 0 38 N -Wall-12B-6sw 13 X 8 88 0.064 3.8 338 0.5 0 47 N -Wall-13BA-Ofcw 13 X 8 83 0.088 5.3 438 0.5 0 42 N -Wall-13BA-Ofcw 13 X 8 104 0.088 5.3 549 0.5 0 52 N -Door-11 F 3 X 7 21 0.280 16.8 353 5.3 0 112 N -GIs-1 D-cv-o shgc-0.56 100%S 16 0.570 34.2 547 15.4 0 246 N -GIs-1 D-cv-o shgc-0.56 100%S 16 0.570 34.2 547 15.4 0 246 N -GIs-1 D-cv-o shgc-0.56 100%S 16 0.570 34.2 547 15.4 0 246 UP-Ceil-16BR-19 13 X 13 169 0.049 2.9 497 2.1 0 356 Floor-20P-19 13 X 13 169 0.050 3.0 507 0.2 0 25 -- ---------- ----- -- -- -- ------ ---- ------- - -- - - --- - - Subtotals for Structure: 4,599 0 1,410 Infil.: Win.: 10.0, Sum.: 5.1 416 1.582 658 0.108 105 45 Ductwork: 900 398 People_200 [at/per, 230 sen/per 3 600 690 Room Totals: 6,157 705 2,543 C:\Users\admin\Downloads\sorenson-Youngs Road.rh9 Friday, November 3, 2023, 12:25 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical 695 Youngs Road,Orient,NY 11957 Cutcho ue, NY 11935-2130 mull Page 10 Detailed Room Loads - Room 6 - Kitchen (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.0 ft. System Number: 1 Room Width: 14.7 ft. Zone Number: 1 Area: 190.7 sq.ft. Supply Air: 88 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.5 AC/hr Volume: 1,525 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 88 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 450 ft./min. Percent of Supply: 0 % Runout Air Velocity: 450 ft./min. Actual Winter Infil.: 11 CFM Actual Loss: 0.130 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg __ Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N-Wall-12B-6sw 14.7 X 8 101.3 0.064 3.8 389 0.5 0 54 N -Wall-12B-6sw 13 X 8 104 0.064 3.8 399 0.5 0 55 N -Wall-13BA-0fcw 14.7 X 8 117.3 0.088 5.3 620 0.5 0 59 N -Wall-13BA-Ofcw 13 X 8 104 0.088 5.3 549 0.5 0 52 N -GIs-1 D-cv-o shgc-0.56 100%S 16 0.570 34.2 547 15.4 0 246 UP-Ceil-16BR-19 13 X 14.7 190.7 0.049 2.9 561 2.1 0 402 Floor-20P-19 14.7 X 13 190.7 0.050 3.0 572 0.2 0 '29 Subtotals for Structure: 3,637 0 897 Infil.: Win.: 10.6, Sum.: 5.4 443 1.581 700 0.108 111 48 Ductwork: 743 303 People: 200 lat/per, 230 sen/ er: 3 600 690 Room Totals: 5,080 711 1,938 I i C:\Users\admin\Downloads\sorenson-Youngs Road.rh9 Friday, November 3, 2023, 12:25 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical *0695 Youngs Road,Orient, NY 11957 Cutcho ue,NY 11935-2130 Page 11 Detailed Room Loads - Room 7 - Bath 1 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 6.0 ft. System Number: 1 Room Width: 9.2 ft. Zone Number: 1 Area: 55.0 sq.ft. Supply Air: 66 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 9.1 AC/hr Volume: 440 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 66 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 338 ft./min. Percent of Supply: 0 % Runout Air Velocity: 338 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.074 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-13BA-Ofcw 9.2 X 8 67.3 0.088 5.3 356 0.5 0 34 N -Wall-13BA-Ofcw 9.2 X 8 73.3 0.088 5.3 387 0.5 0 37 N -Wall-13BA-Ofcw 6 X 8 27 0.088 5.3 143 0.5 0 14 N -Wall-12B-6sw 6 X 8 48 0.064 3.8 184 0.5 0 25 N -Door-11A 3 X 7 21 17:470 28.2 592 8.9 0 188 N -GIs-1 D-cv-o shgc-0.56 100%S 6 0.570 34.2 205 15.3 0 92 U P-Ceil-1 6BR-1 9 6 X 9.2 55 0.049 2.9 162 2.1 0 116 Floor-20P-19 9.2 X 6 55 0.050 3.0 165 0.2 0 8 - ------------------------- - — - Subtotals for Structure: 2,194 0 514 Infil.: Win.: 5.8, Sum.: 3.0 243 1.582 384 0.107 61 26 Ductwork: 442 228 People_200 lat/per, 230 s_e_n/per: 3 600 690 Room Totals: 3,020 661 1,458 C:\Users\admin\Downloads\sorenson-Youngs Road.rh9 Friday, November 3, 2023, 12:25 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical 695 Youngs Road,Orient, NY 11957 Cutcho ue,NY 11935-2130 Page 12 Detailed Room Loads - Room 8 - Den (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.0 ft. System Number: 1 Room Width: 15.3 ft. Zone Number: 1 Area: 199.3 sq.ft. Supply Air: 125 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.7 AC/hr Volume: 1,595 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 63 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 319 ft./min. Percent of Supply: 0 % Runout Air Velocity: 319 ft./min. Actual Winter Infil.: 11 CFM Actual Loss: 0.066 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area' -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-12B-6sw 15.3 X 8 90.6 0.064 3.8 348 0.5 0 48 N -Wall-12B-6sw 15.3 X 8 101.6 0.064 3.8 390 0.5 0 54 N -Wall-12B-6sw 13 X 8 88 0.064 3.8 338 0.5 0 47 N -Wall-13BA-Ofcw 13 X 8 104 0.088 5.3 549 0.5 0 52 N -Door-11A 3 X 7 21 0.470 28.2 592 8.9 0 188 N -GIs-1 D-cv-o shgc-0.56 100%S 16 0.570 34.2 547 15.4 0 246 N -GIs-1 D-cv-o shgc-0.56 100%S 16 0.570 34.2 547 15.4 0 246 N -GIs-1 D-cv-o shgc-0.56 100%S 16 0.570 34.2 547 15.4 0 246 UP-Ceil-1 6BR-1 9 13 X 15.3 199.3 0.049 2.9 586 2.1 0 420 Floor-20P-19 15.3 X 13 199.3 0.050 3.0 598 0.2 0 30 Subtotals for Structure: 5,042 0 1,577 Infil.: Win.: 10.9, Sum.: 5.6 453 1.582 717 0.108 114 49 Ductwork: 986 429 People_200 lat/per, 230 sen/per: 3 600 690 Room Totals: 6,745 714 2,745 C:\Users\admin\Downloads\sorenson-Youngs Road.rh9 Friday, November 3, 2023, 12:26 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical *0695 Youngs Road,Orient, NY 11957 Cutcho ue, NY 11935-2130 Page 13 Detailed Room Loads - Room 1 Bedroom 2 (Average Load Procedure) General _ Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 20.0 ft. System Number: 2 Room Width: 13.0 ft. Zone Number: 2 Area: 260.0 sq.ft. Supply Air: 139 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.0 AC/hr Volume: 2,080 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 70 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 355 ft./min. Percent of Supply: 0 % Runout Air Velocity: 355 ft./min. Actual Winter Infil.: 14 CFM Actual Loss: 0.081 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area„ -U Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-13BA-0fcw 13 X 8 104 0.088 5.3 549 0.5 0 52 N -Wall-12B-Osw 13 X 8 88 0.097 5.8 512 1.7 0 146 N -Wall-12B-Osw 20 X 8 144 0.097 5.8 838 1.7 0 239 N -Wall-13BA-0fcw 20 X 8 139 0.088 5.3 734 0.5 0 70 N -Door-11A 3 X 7 21 0.470 28.2 592 8.9 0 188 N -GIs-1 D-cv-o shgc-0.56 100%S 16 0.570 34.2 547 15.4 0 246 N -GIs-1 D-cv-o shgc-0.56 100%S 16 0.570 34.2 547 15.4 0 246 UP-Ceil-1 6BR-1 9 20 X 13 260 0.049 2.9 764 2.1 0 548 Floor-2013-19 13 X 20 260 0.050 3.0 780 0.2 0 39 Subtotals for Structure: 5,863 0 1,774 Infil.: Win.: 14.1, Sum.: 7.2 528 1.756 927 0.119 147 63 Ductwork: 1,269 531 People: 200 lat/per, 230 se_n/per_ 3 600 690 Room Totals: 8,059 747 3,058 C:\Users\admin\Downloads\sorenson -Youngs Road.rh9 Friday, November 3, 2023, 12:26 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical 695 Youngs Road,Orient, NY 11957 Cutcho ue, NY 11935-2130 Page 14 Detailed Room Loads - Room 2 - Bath 2 (Average Load Procedure) General _ Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 7.0 ft. System Number: 2 Room Width: 10.0 ft. Zone Number: 2 Area: 70.0 sq.ft. Supply Air: 74 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 8.0 AC/hr Volume: 560 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 74 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 379 ft./min. Percent of Supply: 0 % Runout Air Velocity: 379 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.093 in.wg./100 ft. Actual Summer Infil.: 4 CFM item Area -U- Htg, Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-13BA-Ofcw 10 X 8 74 0.088 5.3 391 0.5 0 37 N -Wall-13BA-0fcw 7 X 8 56 0.088 5.3 296 0.5 0 28 N -Wall-13BA-Ofcw 10 X 8 59 0.088 5.3 312 0.5 0 30 N -Wall-12B-Osw 7 X 8 56 0.097 5.8 326 1.7 0 93 N -Door-11A 3 X 7 21 0.470 28.2 592 8.9 0 188 N -GIs-1 D-cv-o shgc-0.56 100%S 6 0.570 34.2 205 15.3 0 92 UP-Ceil-1 6BR-1 9 7 X 10 70 0.049 2.9 206 2.1 0 147 Floor-20P-19 10 X 7 70 0.050 3.0 210 0.2 0 11 Subtotals for Structure: 2,538 0 626 Infil.: Win.: 7.3, Sum.: 3.7 272 1.754 477 0.121 76 33 Ductwork: 564 283 People_200 lat/per, 230 sen/per_ 3 600 690 Room Totals: 3,579 676 1,632 C:\Users\admin\Downloads\sorenson-Youngs Road.rh9 Friday, November 3, 2023, 12:26 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical 695 Youngs Road,Orient, NY 11957 Cutcho ue, NY 11935-2130 Page 15 Detailed Room Loads - Room 3 - Bedroom 1 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 20.0 ft. System Number: 2 Room Width: 13.0 ft. Zone Number: 2 Area: 260.0 sq.ft. Supply Air: 138 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.0 AC/hr Volume: 2,080 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 69 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 351 ft./min. Percent of Supply: 0 % Runout Air Velocity: 351 ft./min. Actual Winter Infil.: 14 CFM Actual Loss: 0.080 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area -U- Htg, Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-13BA-Ofcw 20 X 8 160 0.088 5.3 845 0.5 0 80 N -Wall-126-0sw 20 X 8 123 0.097 5.8 716 1.7 0 204 N -Wall-13BA-Ofcw 13 X 8 104 0.088 5.3 549 0.5 0 52 N -Wall-126-0sw 13 X 8 88 0.097 5.8 512 1.7 0 146 N -Door-11A 3 X 7 21 0.470 28.2 592 8.9 0 188 N -GIs-1 D-cv-o shgc-0.56 100%S 16 0.570 34.2 547 15.4 0 246 N -GIs-1 D-cv-o shgc-0.56 100%S 16 0.570 34.2 547 15.4 0 246 U P-Ceil-1 6BR-1 9 20 X 13 260 0.049 2.9 764 2.1 0 548 Floor-20P-19 13 X 20 260 0.050 3.0 780 0.2 0 39 Subtotals for Structure: 5,852 0 1,749 Infil.: Win.: 14.1, Sum.: 7.2 528 1.756 927 0.119 147 63 Ductwork: 1,267 526 People: 200 lat/per, 230 s_en/per._ 3 600 690 Room Totals: _ 8,046 747 3,028 C:\Users\admin\Downloads\sorenson -Youngs Road.rh9 Friday, November 3, 2023, 12:26 PM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical 696 Youngs Road,Orient,NY 11957 Cutcho ue,NY 11935-2130 Page 16 System 1 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size- Vel Btuh Btuh CFM CFM ---Zone 1--- 4 Sunroom 183 6,798 89 2-6 340 2,929 710 133 133 5 Living 169 6,157 80 2-5 425 2,543 705 116 116 6 Kitchen 191 5,080 66 1-6 450 1,938 711 88 88 7 Bath 1 55 3,020 39 1-6 338 1,458 661 66 66 8 Den 199 6,745 88 2-6 319 2,745 714 125 125 Duct Latent 123 Return Duct 1,921 1,723 389 _System 1 total _ _ 797_ 29,721 _ 362 _ _ _ _ _13,337 4,013 _ 529 529 System 1 Main Trunk Size: 8x12 in. Velocity: 794 ft./min Loss per 100 ft.: 0.106 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.45 77%/23% 13,337 4,013 17,350 Equipment Data Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Users\admin\Downloads\sorenson-Youngs Road.rh9 Friday, November 3, 2023, 12:26 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical ON 695 Youngs Road,Orient, NY 11957 Cutcho ue, NY 11935-2130 Page 17 System 2 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 2--- 1 Bedroom 2 260 8,059 105 2-6 355 3,058 747 139 139 2 Bath 2 70 3,579 47 1-6 379 1,632 676 74 74 3 Bedroom 1 260 8,046 105 2-6 351 3,028 747 138 138 Duct Latent 143 Return Duct 869 767 171 _System 2 total 590 20,553 256 8,485 21485 352 352 System 2 Main Trunk Size: 7x10 in. Velocity: 723 ft./min Loss per 100 ft.: 0.108 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 0.91 77%/23% 8,485 2,485 10,970 Equipment Data Heating System Coolinq System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Users\admin\Downloads\sorenson -Youngs Road.rh9 Friday, November 3, 2023, 12:26 PM ?IELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) W �. u•oC.�. _ hoyl.�crL. FOUNDATION (2ND) DkrA M lit Lod, cn �RdIS k-N 1 r on ROUGH FRAMING& PLUMBING " 0 5 U� upla�. • �j oo a v Isf s S rLi . fry 0o olnF e , �a L do ow-l�nY s Q &o 96%4 Aqlae4 con ete-CA;V .5 �o E rvt¢e� Cons c w INSULATION PER N.Y. `3 STATE ENERGY CODE -2 4/0 h' P14, hs�� V, Gw/ i/Is s n ceoG • — c- _ ,_ _ i 'Ftnel yr to • FINAL -- — ADDITIONAL COMMENTS • I () • 2c4 12 25 .6V 810,t'cc) kk /0.8 3 43 -{-- - o VZ i ;Ag --� ce '/-13 � b — Q x � C7 `d H F Concerning: Keating Residence 695 Youngs Rd. Orient 1000-18-1-5 7.17.24 Attached is the it for the above named property. Thank-you, Joan Chambers � D JUL 2 3 2024 BUILDING DEFT. TOWN =3F SOUTMOI o�o cow r, TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • o� Telephone.(631)765-1802 Fax (631) 765-9502httl2s://www.soutlioldtoMLnny.gov Date Received APPLICATION FOR BUILDING PERMIT 1 For Office Use Only S E PERMIT NO. � 5- Building Inspector. F E 8 2 1 20M I( Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an r& Owner's Authorization form(Page 2)shall be completed. €ova ii or<"s'c 'hold Date:2.15.24 OWNER(S)OF PROPERTY: Name:Anne F.-Keating _.. .. scTM#1000-18-1..-5 ProjectAddress:695'You ngs Rd.. Orient NYe11957 Phone#:917-207-1587 Email:annefkeatina@yahoo.com Mailing Ad-dr 1.ess:50 West 96th St. Apt. 1 Dµ NY NY 10025 CONTACT PERSON: Name:Joan Chambers Mailing Address:PO Box 49 Southold NY 11971 Phone#:g31-294-4241 Email: oanchambers10 mail.com DESIGN PROFESSIONAL INFORMATION: Name:Peter Marren Mailing Address:PO Box 531 Orient NY 11957 Phone#:917.:992-5369 J ,Email:pm@marrenandnewman.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 ®No Will excess fill be removed from premises? ❑Yes BNo PROPERTY INFORMATION Existing use of property:residentlal Intended use of property:sa e Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_4 0 this property? Eyes ®No IF YES, PROVIDE A COPY. ® Check BOX After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,Ndw York and other applicable Law,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print narne):Joan Chambers ®Authorized Agent ❑Owner Digitally signed by Anne F Keatlng Signature of Applicant: r LL- Date:2024.02.1914:28:28-OS'00' Date: 2/19/2023 CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No. 0 1 BU6185050 COUNTY OF ) Qualified in Suffolk County ,� Commission Expires April 14,2�� Joan Chambers 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. Sworn f efore me this day of A/14 20� Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) i, Anne Keating residing at 695 Youngs Road, Orient, NY do hereby authorize Joan Chambers to apply on my behalf to the Town of Southold Building Department for approval as described herein. -- D le:024 02.19y1431 37-05t00' Feb 199 2023 Owner's Signature Date Anne Keating Print Owner's Name 2 w.... ............-.ate.+-.._ MAP OF PRO PUZ'NJ SURVEYED ORIENT AINNE F, -[,�EATI NG TOWI� OF SOU-fHOL 3 We. 1 t , £< f 20 cl fr, 17 IJ ��2 Sr'Y. is 7 F51C j. {�' "_<�d suet ot�t t��ear,�s'nr.~•' ,��. K V H� � •1-r i �' �.':•fay 41 Mq��IN 04pYi ,;rywe r. • 4� �G �� .�'i k,� -+�C— IM lit�o�st'r,2,. • � t':{�?�+ii�spu�lllerialt�nf3�u^. ;•�, •c �" IL -Ij t t r.: �,ieldatNa6rat�s4Jn:' �( � r �t� i, �... •f of.+ • � � ,J. f FLEET VORTGAGE _... AS SURVEYED BAN I t �gq3 AR A't3w5C�'' 0 IZICk_VAN TVYL,P.0 lax SUFF, CO3TNI MAP DATA:1000 18.1-S LIC.LAMP SU i C-,Z5 QEeNPOfZT NY nTaTa wum�r 120105 / �N zalw vwv a uev I eaz ten ru m � a—s+_� a RECBC AA}mGL � fA20JER • �. IQIOI 1 r1A a l°LAIgN TESTHDIEOATA w v. .wTacs '° ° ° v.w a uev E f� LOCATION MAP GENERAL NOTES .w..w.x�`:Wx A// /r .N�,m_ ' %/ mB �1� IS c BWR BEvuws.alBstmrsomrK wwewvc xusurw mi».�� I i / m`�7r _ '% // /' O j 9 t 6 k� DIY' man¢amo.¢r„Mrm waatuvrrvu uewsra �JA, f i al � ld "0"..�wo`�"pn,w' i� / �P,O f wo.n"�'D"" /, °4BC a Pu awn w.wMuwsaeweo..me �•9^•az...mu,..,xc �_p' h ±f�d� W I �` °, rz Plc B'PIR r.maxoumo»niwrawmmxx<aw�waaw.,w.h,wn .a '�' °'/ / wwm,w...t Ia c ae+Ir ww•�x°,oF: wA..w.vxx�wro®ew,ww. rLc BILL OF MATERIALS �w�"pMww�`�w NREI+�RIICT--T°Z W U 2 NP AT+2aV PANEL pISCW.MC! T wunvwru•m VI Bt 9Ep LllES=INp1UiE ITT-.MT—RIH IX iNETYLLLUEEI Vl S rF— xG MUST BE A MMBkk 6 AY C FPE xrV� Ewa Nxw amnr.nurtmm sn m ❑@ .u.uaxu t �� m _� DCHEMATIC,ELECTRICA 'a nxxean,oemvz.vtveuwanwwswmw+000mnvmr. r0u.'nu As taIEB T,gl 120105 `r m pauw.,w•rwao Abandon ent of the existing BanitarY,Y—must be in Exu oN INSP F.REDw conform wi Department's With the reyulrements. Fax SAm ARr SrsTE _ Subrnit completed form W M-0W n proof Br He—D:P -t.T had 4aC '� DRAINAGE CALCULATIONS: SITE PLAN a en 'n w° " , smpNsmew�BurE PA°xroEs,pP ,ww r... .Al--- T eaSlDOxi1¢x¢lOv°mG CrxU�wi CpFSif6MiP0°FFxiS � saa+.n.enu..a.�.onew.nree+sn � Sts—Cousin DEPxmNErn OF H—SEmncEs s°x•r,EN=o �"'®" PeRw Foa MPa°wt Or CousTnucri°u Fw A R x BwBn zscesz+mxrnz.m.Tcs NN.wa w SwclE Faxu"RcsmExcE ONLY m.zcr+Bz>rnn•+B.+nETNetBmEp ...,.. ,.nrArnanm.w mewwuN•.v+,ww® usEz-eBoxnvzukspBrPEw�=+xrL.+a.+rt aa, ..ww•owr DATEaTnfinosa H.S.RErH,S. a�Ba� n.,n.,,,...nn.,..wPn.w... c APPrtweu Fo .wnc..w•-aww •°i' EXpiRES THREEY SFROM DATE OFAPpROVAL ELECTRIC RISER DIAGRAM wsmvwe wre"°`sw a... wxa.wm,ua wanes swwxxtoervwvec en . HEALTH DEPARTVENT APPROVAL STAMP mwwNartx r `"-a`•R p � cv a q..... '�oOT NFkyO 3017.20H6 20'ROUND SEPTIC DISTRIBUTION BOX DETAIL 91 DISTRIBUTIONw .ePwm T RYORO-AMON AN400 DETAIL BOX DETAIL LEACMNG na —`e•,mwawwaam t• ro S.D.M MT.tam SM 18 BIX I LW.a ��fESSp� __________ �x, .u11A PoOL DETAIL SANITARY SEPTIC SYSTEM PROFILE sw�ABsxoNN Condon Engineering,P.C. KEATING RESIDENCE ,aTrovac _ pa,,,h.3JL iT55 Sigsbee Road 695 YOUNGS ROAD MatwXNew Yon11W ORIENT,NY OF (fi31)2BB-19Bfi(B31)BSb2fi51 Ux SANITARY PLAN .. wxA.mmaeN�raedry.mm PUMPP//C@flRESSER POVER CIRCUIT 120105 s G 1. CBS I 17LCL TIWL II Ve •a "'' SPRAY N N MOTOR PUMP RATINGS, 1° 3/4HP E IISV CRe M2 Cm B LOOPS 'I G I50 F.LA , RECIRC WIP RATINGS, PROJECT C PUMP 3/4HP E ll5V IE � R TION N MOTOR ISO FLA .. r u>^p H3 • ^ ° r= � IE 0 MIXER UW RATINGS. M • PIMP 15.0 F B 115V 1� N MOTOR I5,0 F1A •�` m d- a 4 G z , TEST HOLE DATA 6FpE9DENCE o a w .w m y_ tl COMP CHIP RATINGS,) J U L 2 3 24' J 3lB COMECTEDTDPIGVATEWV l n M MOTOR 5,4 FL.A.115V Y ITE PLC ON SIW°NEl NM ALL MDTDR3 LOCATION MAP MUST HAVE INTERNAL ,. . s F}A �' nxIT DEFT 1 OVERLOAD INI�], ,�',YT*E*i7/'!, muxBciED THMING DE PT. WELL LEACHING POOL LRl-02PRITT�MI ='�a 6.i 1 A3llI R0x 1TDEEP FYPANSGN Dtl , T� LFAC.W Pon M2 TEST HOLE BY EHANM EWRRON M.S. $ NAJ Bt at1LC • ,)� 71 No... EFCOUNTEREO / A FL BTPJAApOBFADSPEggCATIM90FTNELOfALMWW,0RYLLAGEANDTESUFFDU( TO IT BELOW GRADE DEOEM3FA B, 1 Y 1. AIL VATEMALSANO METH0090f lONSTRUCTGN 6XALLNHFCiW TC INE mm®1:o1PM f ,M J-�q+J 18] / / / `�+/ LRl-03 M3 COPITDEPARTAOJTOF WITH SFRVCE3ASPFOUREO. WNPOSEDMDR0,ICTDN i PLACED NCOFDIRf m �;pLt,' / // ,D-, + r, 1 SONIDARV LTOPDDECEMBE 4,M).TGN FRDLISUAYEY 3Y iWN FORA8 fAN0 CONTIIOL PANELANOANNIP r '� � a ,y / �. ; SURVEYOR OATEODECENBEAA ae). _ MA3rx N•x F•PA,FW i / fQy+ / /+' // / / �•, I LRI )Wm vM W1AYKYAWWU Ii o-°o / 5� // // / ,�. /J� I / LRI-04 1 ELVIATIDWAP.EREFERENCEDTODC NAVDMCATUL SPRESDENCE li / ! ppgpSm �! / / / '�/Ex pETAPpIO WAu I _tLSLL I6 PLC INPUT 4 THE COIITtACTORSFWLL FIELD VERIFY THE LDCATI0N n10 DEPTH OF ALL UTILITIES PRIOR TO THE COLAIEICEMENT OFMTRK THE CONTRACTOR ISADVISEDALL CONNECTIDTOPWAYECONFORMED ACCORDINGLY IN THE FIELD. IW'ELL L LAMONT IN SWISS OF1W.I i % / OBTRBVg9N B02 i yt, �/ /, / r/ roBERUdOYEo I RUN AUDI 6UBSUR'ALE INFORMATION SHOWN ON THr E PUNS G CONCEPTUALAID MUST BE ALARM �.1�' " It�'�/ / // / ' / •"�` /' A{ O` �} MUTE i AMNWM SEPARATION OF TENItP FEETHTRQDNTAL ANJgGHTfEBlI1F INCHES VERMALUI TO BE WYNTAINEO BETW'J'_MWATERUNES,STORM DRAN40EAFDNR �5' I ! ,L••-'_� 9.� y TEST FANTARYUIhb ORSTRUCTURES. O ALARM 6. TECONFAC70R2.11SERESM ISLE MR SECURINGALLMtESSAR1'PERMITS y 1 J = IGHT BEFORE CC4ND:CING WORK �y� A PoBEDNBlrTO BE `/`iT / /� I y O $ rr 4 r1l 1. ALLICCOUN&EVATERLLLANODEBRGSI4LLLTEDRPOSVOFPIACCgtDAN C. 1FAIVNATm 11'HlIrR� /°H' [, ff OE TPNII,COUNIY.SUTEAND FnSPOSLAWS,CDOESAIDCRDDIANCES.COFFSTEgi / '\ 1 „e M ENABLE SFLtL1 SMUNO9BlEPoRDWSME.OF.W.UNBURAEIEMATETiPlSCFFSRE ABOV L3RADFNAWTER /`U) /. PROPOSED CiG MEN B'O RYD N1i1Qt // / 4` D / ` `" w ANUEuopTs � 1 2 11 PLC INPUT DEBge FtNLLNJTBE BURIED ONSIiE. / !7 L ALLPRrJSTSTRUCTURESFLLLIDGLUDESUFMIRJTSTERRELN M MElRFOR ORYWEtLMN / ., TEMPERATURE AND SH%N'KALE.TRANSPORT.AND MALLOW THE STRUCTURE TO 3 4 ` / OGYTNO CEPSPODt9 B6FUMPm YG_ W%HSTAMAASHTO HID LOACINGAT THE COVER COMMONS SHOWNONTHE Pws. -p1� 4/ Rr °N' / NW Are BEpBMOVU AtiCCDRROgDE 12 PLC INPUT NEWCV=GRSHDWER ®Cq ��-�� ~ 4, ` rb WRMTKEBGDNSSTA D8 CSR d' 1LT f. ALLPRE-ASTSERUCNNEBSHLLI BE L4WUFACNRED WLMeWO PSIr36 DAY ImAusroBRAD¢) i /¢ / 1p 14 PLC INPUT .' �. / "`� / 67RDGiH CONCRETE.EILSHmm ` '°' / / / TIME DOSE 17 PLC INPUT A d)�.y,--V N Ai' / 10. SANTAhTnPETOBESORd5 P20RA56PELE�DN F1.Wb. BE RELOCATED '^rM • , ! BILL OF MATERIALS DEMAND •pCmD'P/,a,�, ( ,` / It DURING OONSTRUCRON.ERO9pNAND SWWD11CONTRCLMEASURES M BE UTILIZED ""'rLT�T-"�QY / '� SPRAY IB PLC INPUT AANECE&SMTOPREVENTTFEMR MRTUSEOIYEIRIOCFF4[TEMEAS, kaUA �` PODS.DRAINKEINIETS,ETC.TFELIEl3R1O51d0 N4T:PMLb EfltDYm MTIE BFRENDOXE HA616DOS AN400,248 MTR°OENRRD MM COWLGTRI NOTES,FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. IFSTALLAOONAND MAINTENANCE OF EROSION CONTROLMZkSURES SHALLCONFORM CON1ECImroPFNATEREU - TANK PREPUMP 400 MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. TO1KEWh rBRNDUDEUxES MR EROSINAND SEGMENT CONTROL'. (SANRAl1YNREARYARO '0 - VI Hl DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL.WI LOCATION VNAVMAREI / W 13 02 KIT BM02 TANK CONNECTiRD eT1MDARD 12 ALLSACSRLLSHALLBESELECTGRANIAMMAT80UMiTACTEDTOBV4MWAUM /( REOIIIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 In-lbs. ROPOFm GRASSDR C 100110 ASSEMBLY,RECIROULRTION 245 COMPLETE 1 FIELD WIRING l01ST 8E A MINIMUM OF 60•C COPPER VIBE. DEF1TiYATTxEGPTIH7Nt wISTUREcw1ENr,IL1 DErrnwNm et'srAlBnRD BTONEDRNHYAY D AN400-r AN400 W1 FLATF N ET OR COMPLETE 1 FTiOCTORTESL UOIA117jS TOLERANCES DRAWN HY DATE e ecsoaD-Uaa .3 PLc orH,ecsoaL.ao-PLe 1 T,Ee1HALa cv�c I,nru CHEMATIC, ELECTRICA BPI CTI@IAMATERIAL SPECMTII0A It TFEREARE NO SURFACE WATERS ORWETWDSWITnIMXVOF THE PROPERTY. fRALSEMenDffilml c 'ixiES AS NOTED FULL 120105 b SFRERGENCE fOl01ECT m 70 PRIMATE WET! WELL FRONT L&MARY REAR FJEC4VAT[ON INSPECTION REQUIRED ROGATIONS UN1IVALADLE) Abandonment of the existing sanitary system must be in conformance with the Department's requirements. FOR SANITARY SYSTEM NITR Submit completed form WWM-080 as proof BY HEALTH DEPARTMENT PN9o0 245 OG EN REDUCTION SYSTEM COMPLETE e•r..,,en Anse • ' c1ID4TRR PART hyd-,-.ctiun' 03/3V17 D HA-ieoos IS m.....n•.CA. cq.,FFc.no Nc,L,ncoP Fcn Irs+.EuOo AHR COr.•STnucT •H enV w piPvenn m b b pnnibe.NI6SW M 0r ficttrd DRAINAGE CALCULATIONS: SITE PLAN m7xnll am waR IN Nm°m 9pkcpeeR ED dl d OF UA OU 75 D+mmcros �F°R FInn1APPBOYAi.. THEPROPOSEC•ONSITE DRAINAGE SYSTEM TO PROVIDE STORAGE sGLEI`X� •Tip Bai B+rronamrbrta BM D=rAB ReF brOR•mc3iaocn vnvnw FORAYRAINFALL STORAGETO BE PROVIDED IN PRECAST Bsw treapgA Tbwnr+-+mr.Omge mrel pDP°LmroerOrweeer+e EAe Mpeemeep oT'..e>m TUmb b h 1n.eaxm Kp w,mrK AsmnTdmtlle ELL DRYYYELLS PROVIDING 4223 CFIFT OF STORAGE THE DESIGN IS BASED ON THE ALLOWING RUNOFF COEFRCENTS:ROOF 1.0. / Nah PANEL DRNNAGE ARE4'A' pel.e�v�Stl Iaa+n RMC e b to lodd®vPrvr butla:wn eN OFvr eze SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DervbAb,i WrDetl STORAGE REQUIRED: A PERMIT FOR APPROVAL Or CONSTRUCTION FOR A R W FARFA: 156E SF%1.00 X 2712=427.7 CF •FMICNRd 6+2r ra„D+rv'v wu,P"mle,,p ckVR0RA4O®Mw"h Dae LsmraN d,e°ri�.HDe,•4'!e•e Fnelen P+b6P mGbe.The ebtrlDf�,+e ewbte El(iEMORRATED AOCRON BDA BOAMP&REAMER r SINGLE FAMILY RESIDENCE ONLY hFLhlmOPouTtla�oNaa aM Dm NECeMIA°q@mb Cmb. BELOW WDE NA SPRNKLHI BOX d217 CF!422E CF1FT=10.1 FEET REWIRED Ru a 'ANNP 4.Aelprak9-1 Im ,eM FA pope eat*em Va nYN.e 12 AWGVF WGEINnM'fYC STORAGE PROVIDED: mmpd, eRd merrrmwex,m pe. scHMCGNDMI cut,,A.HTa DATE 07/16l2024, H.S.REF -24 194 IISE2-B'O ORYWELLS 6'OEEP EACH=IT FT.>f0.1 FT QlD3 'An—MroMepenme.bwab.eeevpnnlersMmn q APPROVED_ n s KWI MPM CONTROL PANE FORM - CCONTOIRRESSOANRPUIP °1Ot'1 m FOR THREE YrFARS FROM DATE OF APPROVAL ELECTRIC RISER DIAGRAM POLYLOKm'PSOX PARTN03OI7-29 wnaix WPm.D15P =VENT NOT TO SCALE MATERIAL-HOPE 1,4 EFD�R,Rfin CAFEWJ DEVICE TIEYFMT00ETERWNlTEO WATERTIGHT OVERACIONGD11E1GOLTai DATE P.11704 Ic Iiu�wv.A v'r'mnm�i4u DEVICE iTIIN ABOVEGW.OE 1Yl APPRP/m IOCgNG DEVICE IO PRO.TDEENDU°1YPELEVELAG WEIGH M LEIS.MN OR SECONDARY CONCRETE Arm OElICESAT CUTLETS SAFETY UOS I DEVICES TO BE PROVIDED TRAFFIC FF.ELN.O I01411 IWAGSLAD 38D EL3eR _ HEALTH DEPARTMENT APPROVAL STAMP CLFM'OVT IlNR33A __ —_ TURN. RECESSA UMWN;NG PROPOSED IeR" n,nn'm: Sw.v� F IWFL11r I.W.M. ORDOMEAS 33.5 STRUCTURE 1ocRaDE � :R24 SGDHS COMMENTS T REVISIONS ON.EL 34.5 rV01FFGvAUNr -- ALLIEAONGNOLSS r SANITARYWASIEPPE A AS WASTE A T{8a BE PUCEDNAOCEPTAELE 4AOJ mCH IM ITCH PER POW MN.E1nia Iq LINE I=tB „� LINE PITCH VS IU'.ELS)3 lFAC1SYA SOIL3 AS REP ROVED OF N£{V kj INCH PFA 1n INCH PER BYIHESCOI6.PITHEEVENT ip `�' y 1 FWT FOOT POOR LMHP43 MATERIAL IS Ra I yip tpSEPH 0 �P� 31'ItVITN) TVZMNI roeEMxH1N18✓ED.ROAN 18 PoLYLDx Rl11-3016 a1' SCGNTNUEDTO FFYlPO5m Hi0R0ATON M BO CR��°N '' ��° ^8: POLYLOK 3017-20H6 20"ROUND SEPTIC DISTRIBUTION BOX DETAIL "' 8 ANACD W INfTs CumFG IGNGS WY BE Ly.J EL 113 REQUIRED. tDI ro scH=_ K1` 081911 DISTRIBUTION R xALETFR �F p�� HYDRO ACTION AN-000 DETAIL BOX DETAIL LEACHING a L°FQ�"O d Rn0 S.C.T.M,:DIST.1000 SEC,18 BILK.1 LOT.S �F£SSIO� --SAIDND GMVEFTUTA If-JEST EYFECTEOGROUAR',ATEA'• ELSD PER USGSIY0151NBr.1 POOL DETAIL ScEI AS SHOWN Condon Engineering, P.C. KEATING RESIDENCE SANITARY SEPTIC SYSTEM PROFILE NOTMSCALE PL+o+pP'°.WIYCd.E"D—ftFc.I[io, 'm"°Im"'.YASbb 1755SlgsbeeRoad 695YOUNG'SROAD Fnpe:PRAN,Adelur�a nLm,7�mp+nF,maFmm,d�mme DramW:,uD It. Matlituck,NEW York 11952 ORIENT,NY OF ovm.3PrpkpmrdErybwcA,Obgvla4 9wey°r,m9mm:Ammbmysq. eema�N,ame ranmAnIigium,ATAM,mLmesm ryrbampe,eb 4m40 (631)290-1986(631)298.2651 fax , NmMo 6 e�,��Am�� ✓q ro�Re+ena Dam:1n52014 µww.condonenglneering.com SANITARY PLAN dasl,p,mol0.e1meDPA Is 001 e3 CERTIFIED TO:ANNE KEATING SURVEY OF DESCRIBED PROPERTY JOB NO.:2023-166 SITUATE AT MAP NO OF NEW ORIENT FILED: �F y TOWN OF SOUTHOLD REVISIONS: ��P�F� W'yq�OPT SUFFOLK COUNTY,NEW YORK PLOT PROPOSED ADDITIONS 2(17/2 S.C.T.M.DIST.1000 SEC.18 BLK.1 LOT 5 FINAL ON ADDITIONS:918125 15 8 0 15 30 45 60 75 90 105 120 135 s SCALE:1"=30' DATE:DECEMBER 4,2023 LOT AREA:21,845 saFT.=0.502 ACRES �+ 050538 �� CURRENT ZONING:R-40 ELANDS ALLOWABLE LOT COVERAGE:20%=4,369SQ.FT, LOT COVERAGE:1,913 SQ.FT.=8.8% SANITARY TRIANGULATION DIMENSIONS TWIN FORKS OWTS DB LP LAND SURVEYING CORNER CORNER B A 54' 44.5' S0' ' 58' 75' sr. ru,unu:uvs,.vn,m.Huavu.,,.wur_c CC 1RR W.MOWfAUK HIGHWAY•UNIT Ei NOTE: HAMMY&YS.NEW YORK 11946 (V)631-36MI12-(F)6.U-369.8313 THE LOCATION OF CESSPOOLS,WELLS,AND OTHER , a:ml/H.1,,,i—e,®.-ahm— UNDERGROUND INSTALLATIONS,IFANYARE SHOWN IN COPIES OFTHIS SURVEYMAP,ERHERPAPER ORELECTRON14 NOTBEARING ACCORDANCE WITH SOURCES BELIEVED T BE ACCURA TE. THELAND SURVEYORSINKED SEAL OR EMBOSSED SEAL SHALL NOT BE HOWEVER,THIS OFFICE DOES NOT ASSUME CONSIDERED TO BEA VALID COPYANDSHALL NOTBEUSED FOR ANYPURPOSE RESPONSIBILITY FOR THEIR ACCURACY. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DIGITAL RELEASE APPROVALASINGLE OF FOR A SINGLE Fal.VLY RESIDENCE U:nn n 5 Pef Nc Tn.ee"v:e a yoi. r n.i.i t/.vt/w<•ne,vl,na Wcnon n.c a-er W tide 6,Section 760 614 y t of thu 6ut!alk Cuuiity Saiii:ay Corle JUL 1 2 2026 ANDS NyOUNGS ROAD LLC OR FORMILY OF 925 TM�e Bu Iding Department 80 N " / T wn of Southold W0.0 Al"S'a WRE FENLE / 0.5E , J/ C7. 60UIDEfl LLUSTFA 7[0 / �\ i U)ERRETW o ` S `c!0 O[.N O wy� 8� 41 p °�[M1;y ,qr,F� O 't•� 4O ��' a N��``9' SnY✓Ew�°P $1�l SIN Eo ED 455200- r\\ 0gt�,E 1 " ] MiRgMF T�fR BF FRIYOF �E T MURPNY o�x\�. x a / C 3 Generated by REScheck-Web Software , 4 . Compliance Certificate p . SUN - 4 2024 Project Young's Road Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 695 Young's Road Orient, NY 11957 6y�� o c e- o e e t +t *i�"' �'�`'�'J �`uS.• �'7�� i ` 'p`F n.�,,'4. ;� Compliance: 3.4%Better Than Code Maximum UA: 147 Your UA: 142 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Prop. Perimeter Ceiling: Flat Ceiling or Scissor Truss 729 30.0 1.5 0.033 0.026 24 19 Wall: Wood Frame, 16" D.C. 684 15.0 1.5 0.068 0.060 33 30 Bed Door 1: Glass Door(over 50%glazing) 21 0.320 0.320 7 7 SHGC: 0.24 Bath Door 1: Glass Door(over 50%glazing) 21 0.320 0.320 7 7 SHGC: 0.24 Vestibule 1:Vinyl Frame 12 0.310 0.320 4 4 SHGC: 0.30 Utility 1:Vinyl Frame 12 0.310 0.320 4 4 SHGC: 0.30 Office 1:Vinyl Frame 12 0.310 0.320 4 4 SHGC: 0.30 Office DH 2:Vinyl Frame 9 0.310 0.320 3 3 SHGC: 0.30 Office DH 3:Vinyl Frame 9 0.310 0.320 3 3 SHGC: 0.30 Project Title: Young's Road Report date: 05/28/24 Data filename: Page 1 of 2 L Gross Perimeter Office Fix:Vinyl Frame 9 0.290 0.320 2 3 SHGC: 0.31 Bed DH1:Vinyl Frame 12 0.310 0.320 4 4 SHGC: 0.30 Bed DH2: Vinyl Frame 12 0.310 0.320 4 4 SHGC: 0.30 Bed DH3:Vinyl Frame 12 0:310 0.320 4 4 SHGC: 0.30 Bed DH4: Vinyl Frame 12 0.310 0.320 4 4 SHGC: 0.30 Bed DH5: Vinyl Frame 12 0.310 0.320 4 4 SHGC: 0.30 Bed DH6:Vinyl Frame 12 0.310 0.320 4 4 SHGC: 0.30 Bed Awnl:Vinyl Frame 4 0.290 0.320 1 1 SHGC: 0.26 Bed Awn2:Vinyl Frame 4 0.290 0.320 1 1 SHGC: 0.26 Bed Awn3: Vinyl Frame 4 0.290 0.320 1 1 SHGC: 0.26 Bed Awn4:Vinyl Frame 4 0.290 0.320 1 1 SHGC: 0.26 Bath Awn:Vinyl Frame 3- 0.290 0.320 1 1 SHGC: 0.26 Floor: All-Wood Joist/Truss 729 30.0 2.0 0.030 0.047 22 34 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory re rem.-Is listed in a REScheck Inspection Checklist. Louis Schwartz 5/28/24 Name-Title Signature Date OF NEW y SCHWg9��P� FA 77006 FESSIO Project Title:Young's Road Report date: 05/28/24 Data filename: Page 2 of 2 r22X12 STRINGERS r P.T.@, is•O.C.,.� r _ �__—_____—, -,4X4PT.POST(f1P•1--7 ---- — I DQ DJ P.T. I I I BEAM Poor I I l WPIXEDGERVJI1H 54i r---------J I I L__—, GALV.THRouGR BOLTS@16. I I z I O.C.STAGGERED(nPJ ---------� o L--- ( I TJI5mll718'FJ@1S'O.C. I I DJP.T`�'•?1 1 (3)13M'X 117AP LVL (J)13/4'X=1718 L=L 1_ 1 I I A I J Pa I I ` )2x Po�� srsr I�fI I I ISTS PROVIDE JOISTS ER�D BEARING 311TO STL PIPE COLOl11x I I ✓ ;^�4gI ` WALL(TIM. I I 101+ I I II"J ) I I Ic o 2X8 DP.T. I II 1 1+ I I I �� I �0141 .rP.Posr(rTP -I (3)13/4'XL17Ir L\L I — — — (3)1314-X11718—LVL I II L--I--J i 3trz'esnPmEcatnxx a I Ta 560117JB'FJ@1E O.0 I I a Iw t 2X8 DJ P.T �o GALvV.TtiRau�rS@is 1 I O.G STAGGERED(M.) I 6 x L------------------- J ' '------------J I r zl (4)2XBP_� =,(4)2XBPT3 4—m- P..T.�� / l� A A L---J IL IL; REAM POCKET I 9-0{ I o ',0 1 P 2XB P.T.— j ten" I o, I r# r�(;� r ) L`®1�l I L� L - I + 1 i- (1)27f8 P.T. L J HSS31?X31t1 X3/B'COLUMx uPAJN ` 1 rl P L J (4)P�L I� 1 Igo r—� I r— T'iI Hl ji� � TII1L_ L �P--2X12S(RIRGE I I I I L J L--J L-———— ---J -------------'J i Y EXISTING HOUSE NEW ADDITION U ................. +H TAX MAP DISTRICT: 1000-18.-1-5 ZONED R-40 0 XISTING EA RESIDENCE PROPOSED OWNER OF RECORD: ANN KEATING U ADDITION 695 YOUNGS ROAD < [r ORIENT NY PRO')SEO PROPOSED PREPARED BY: JOAN CHAMBERS < SCR NED ;DRCH SHOWER PO BOX 49 SOUTHOLD NY 11971 E ❑ ❑ DATE: 5.7.2023 ---= SCALE 1" = 20.0' :3 Ell PR DEOPOSED BOUNDARIES OF PROPERTY DATA TAKEN FROM SURVEY BY z CK RODERICK VAN TUYL LS 25626 'NORTH ELEVATION (SIDE) GREENPORT NY ILLJ _0 LOT COVERAGE CALCULATIONS o� C O rr (D SQ. FT. 0 ............ < . . ............... EXISTING 1ST FLOOR OF RESIDENCE 802 ----------- .. -------— ..................... . .. . ... . IN 720 ... .. .................................. .. .. U) EXISTING WOOD FRAME DECK 456 IL PROPOSED) DECK, RAMP 7 0 PROP DECK,RAMP,SHOWER,SCR.PORCH 811 -—-------- SHOWER 84 SCREENED PORCH ........ .................. Oli ..................... .......... ............... ........ ................... LOT 21,780 .. .......................................................... ---- ............ TOTALS FT. EXIST. HOUSE & DECK =------=PROPOSED DECK 1258 .. ............................ ........................... .......................................... .......................... ................-.......................... 0 EXIST. LOT COVERAGE 5.7% ......... ........................... .............................. TOTAL SQ. FT. WITH ADDITION & DECK 2333 .......................................... . .../ --- . ............ ............... ............................ PROPOSED LOT COVERAGE 10.7% ILIJ E *.'.*............................... _.,.,............. --------..................... = .=.* .,:: .... ............................ ..... .... .......*............ .............-'- T: I. I ___ ------ ------- C)— .......................................................................... -...... .... ......... ................ ....................... .................................... F ....... ............................................ ...................... . .................. X�\\ GROSS FLOOR AREA V� M SQ. FT. / \ . \\;, ,' - ,. < EXISTING 1ST FLOOR OF RESIDENCE 802 .... ......... F RESIDENCE r_j 11 \\ \ \ loci PROP. 1ST FLOOR OF ADDITION / ;� 720 Q-0 EXISTING 2ND FLOOR 0 598 oc PROPOSED 1 STORY ADDITION EXISTING 2 STORY RESIDENCE TOTAL AREA 2120 \ \\ \ i II LOT 21,780 s, "'S"NG TWO ST0,1 HOUSE SE .... .......... .... II ALLOWABLE GFA IS 3350 SQ FT. PASSES / ' NOTE: o I li ENGINEER'S NOTES & SPECIFICATIONS ON DWG # S-1 < 9 4' N. 74 5 5' 20" W- 19 SITE PLAN PLUMBING RISER DIAGRAM 7 tv l—, 77TINIM Im-7- 77 7'' Zdne,,VE, 77 ' A I ri 1000-181-1-5 OCCUPANCY OR f k A4_ ems "O� A, USE r UNLAWFUL "0' T CERTIFICATE v41 -41 - f r% -i Density Residential i j Mediu, 0_ wrl H U -N, _2 AEl APP 0 ED AS NOTED 1.e t P OF OCCUPANCY 0!"Am A One Family Year-Round 4 FM Residence !wl` BY. —AL r X IN FY BUILDING t 1 DEPARTMENTAT k D 631-76&1802 8AM TO 4PM FOR THE LUM, BINP ;Vw 4 FOLLOWING INSPECTIONS: .t PLUM IF R-4n S.0,�Ue &WATER LINES NEED '011T, ;,.*,� 7, 4tA Tt ING BEFORE COVERING '6 FOR POURED CONCRETE it i T, v 1. FOUNDATION-TWO REQUIRED I ROUGH FRAMING PLUMBING INSULATION A tol, > BE COMPLETE FOR C.O. J 4 ,,, 4. FINAL-CONSTRUCTION MUST 0 Yj LO t.T.V'7 0.00 A • PL Ut�SER CER TIFICA TION w ALL CONSTRUCTION SHALL MEET THE too PEQUIREMENTS OF THE CODES OF NEW ONLEI111DCOAiTENTBEFOR( 44. ,,"b �iiwe, YORK STATE. NOT RESPONSIBLE FOR CER77FICA TE OF OCCUPANT, DESIGN OR CONSTRUCTON ERRORS Ao SOLDER USED IN WA TE/-i c6 A, p� " SUPPL Y SYSTEM cA Am,, ? 4 4 A4 4. 0 COMPLY WITH ALL CODES OF w EXCEED 2110 OF o' I,, 54 Ilk 0 # "O'� I', f\- NEW YORK STATE &TOWN CODES P' REA I;- Ad AdI C) A V AS REQUIRED AND CONDITIONS OF Ir- 4 j 4, ELECTRICAL USTEES WZSA— S LD TOWN PLA I NG BOARD INSPr-:CTION nEOUIP. 'En n7MTJTi7 Z ON I NC-I" MAP FEMA MAP CHD in All exterior lighting installed,replaced or rr-paired shall conform SITE to Chapter 172 PI-TAIN M1 WATER RUNOFF of the Town Code PLAN rURSUANT TO CHAPTER 236 — oR TEE Wffl CODE 5 . 7 . 2023 Must provide Manuals D,J and S as per 2 . 10. 2024 Slower door NYS Energy Code. BUILDING and ductwoelt testing required. DEP4RTMENT 0:11 rul� 11 , FILING 0 0 Y 2 2'-0 w 664 0 2 1. 7 SKYPLANE DIAGRAM # 1q,n �,ls ��w "� �� lam 1 VV 2 0' U W �- E = O - - - - - - - - - - - - - - - - - - - - U � REMOVE E IST. STAIRS PLATFORM TC REMAIN Q �- - - - +-15 I E Li I W � Fl / REMOVE WINDOW TO BE REPLACED I Co REMOVE PARTITION WALLS - W/ NEW DOOR COORDINATE W/STRUCTURAL II REMOVE WASHER & DRYER REQUIREMENTS & PROPOSED ^` I I NEW WORK. I I I AND ASSOCIATED PLUMBING I � � - - - - - - - - -��-REMOVE WALL COORDINATE W/ STRUCTURAL ICU REQUIREMENTS & PROPOSED NEW WORK ,E N REMOVE EXISTING RAILINGS, DECK, STEPS AND I W (()J STRUCTURE. COORDINATE WITH REQUIREMENTS FOR NEW PROPOSED WORK. I W II I n Q II 100 II II d I 0 I - - - - - - - - - - - - - - - - - - - - EXISTING FIRST FLOOR & DEMO NOTES _.._..............._.... .................. _ ._. 3'-3" KNEEWALL I 4'-7" KNEEWALL I I Z Lo - - - - - - - - - - - - - - - - - -- - - -- - -- 8'-0" CEIL. HEIGHT i iAIM& Z 00 W � - - - - - - - - - - - - - - - - -- - - - - - - - - - NO WORK PLANNED I O OTHER THAN REQUIREMENTS FOR NEW HVAC DUCTWORK ( DECK REMOVED I i I - - - - - - - - - - - - -- -, - - - - - - - - - - - - - -- __ I I ID � l I � 5'-7" KNEEWALL EXISTING FLOOR PLANS 3'-9" KNEEWALL ( ( I & DEMO NOTES S r I t I I I I5 . 7 . 2023 i .................. 2 1 0. 2024 BUILDING ► . :: I I I ��REo � DEPARTMENT f I t � i HAEI ti�� - - - -- -- - - - - - - - - - - - - - -- - - - _._-_ -_ - - - - - - - - - - - - - - - - - LFILING - - -�- -� 3 0 2% NE. EXISTING SECOND FLOOR 1 /4 if = 1 '-0" u E 7- 0 u 0 < E z a� Lu 0 rr LILlu JUL ------ - --- FIF] __ -- - ---- ------- - E— ILIJ —---------- - I-ILL �H:E IJHL REMOVE EXISTING DECK, RAILINGS AND SUPPORTS Ll - - - 4-k=- - - - 11 -1 L - - - - -1 -1- - - - - - TI- - - - - - -17 - - - - - - TF I EXISTING TO REMAIN EXISTING EAST ELEVATION ( FRONT ) co 0 r% ------------- z co -------------- -------- --------- Lo w ------------------ ----------- ()� C) EXISTING C) ------------- 0 ................ D �2 REMOVE EXIST. WINDOW REMOVE EXTERIOR WALL AREA AS INDICATED PREP FOR NEW GLASS F T T COORDINATE W1 STRUCTURAL HEADER REQUIREMENTS OPENING I IL COORDINATE WITH PROPOSED NEW WORK EXISTING I� ��I i i i ELEVATIONS & DEMO NOTES III III - - - - ---=T F-- -J I I I 5 . 7 . 2023 -1 1 I II II II I 1 L - - - -I L - - - - - - - - -J 2 . 10. 2024 II � :: :TT - - - - - - -TI- - - - - - -IT - - - - - - BUILDING DEPARTMENT R E D FILING EXISTING WEST ELEVATION ( REAR ) HPI / C' -Agal 0 ,f 021% 1 /4'1 1 1-011 U W �- E = O 28'-4" U C) 32„ 7'_6" 1 T-62„ 3�-0" 8'-0" --13'-0„ < Co z � LLJ j NOTES: � 1 I I VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCING WORK. 0 I IF ANY DISCREPANCY IS FOUND PLEASE INFORM THE ARCHITECT Op n n n n � ) LLJ II II II 1 ! FOUNDATION PLAN SHEET # S-2 f— •rIN I II II II - FIRST FLOOR FRAMING PLAN SHEET# S-3 W II ; II II II o SECOND FLOOR FRAMING PLAN SHEET S-4 N III II II II I FRAMING DETAILS SHEETS S-5 & S-6 �- OFFICE (�° III BEDROOM III !! J ;o J !I � NE1AI'!HARDWOOD FLOORING TYP. !! VERIFY LOCATION OF EXISTING CHIMNEY ADJOINING SCREENED 4 ;� ui III co II II II F PORCH AND ADJUST SCREEN SIZE IF NEEDED. COI wiles II BRBRIR2 11 !) QII o II BR II it T REFER TO MANUFACTURERS INSTALLATION INSTRUCTIONS FOR T-1N 011 o II II 11 THE CABLE RAIL POST SPACING AND ADJUST ACCORDINGLY. LC) I WII w II II I VERIFY THAT FINISHED FLOORING OF NEW ADDITON AND SIN 3Z" II z 1131" i I EXISTING FINISHED FLOORING WILL ALIGN PRIOR TO SETTING N FM133'-6" 3'-9" I 3'-9' 11t32" 1'-10" -0" CATH. CEIL. ( p 0 _ FORMS. N 8'-0" CEIL. 1 I I TIN I I ' i UTILITY N Og 8 9 NEW - I , OUTD00 SHOWER ligM8 ----- .._..--- - --- -- - ---- TIN -- — - - —f- --D— — --W --a PULL DOWN STAIRS ( I ! RAMP—_ --- — -� -- -- I I I ! -- — -- — — - SIN 12 Bi i i I B4 32NEW z0 BATH OM B3 I l VESTIBULE � Q NEW HARDWOOD SLOPE FLOOR OFLOORING TYP. 5 M 5 NEW TO DRAIN i O I LAV. WC 11 � LLJz N SHOWER I '- 10, j 48" VANIT J. Y i Lu - - -- - 32"x8O" o v COORDINATE REMOVALMOVAL OF WALL TEMPERED GLASS 2 WITH STRUCTURAL DETAILS 0 E IST. STAI RS EXIST. I ! REPLACE EXISTING CELLAR DOOR W/ ue EXIST. I N = U TO 2ND FLO R (� BILCO CLASSIC SEIRIES DOORS TIC z REPAIR ALL FLOORS IN ♦ 111 1 f- AREAS OF REMOVAL EXIST. 00 i X BATHROOM jN S E D 10[ w EW6 j I 4,_01 M12 IL I I II 3 j COORDINATE REMOVAL OF WALL --WITH STRUCTURAL DETAIL -1 I z ' ^ - - - - - - -- - - - -- - -- -- -- - - - - - EXIST. ( w/ ! CHIMNEY ( 1 I I 1 II _ ! I ; z 06 of i ! L0I1J 1 EXISTING LIVING ROOM I I ED 1 1 0 FM I 1 O EXISTING 1 1 13 w l C71�t O II ( O i I � I I I i I EXISTING A�2 00 KITCHEN I j Q EW2� j ! WINDOW SCHEDULE DOOR SCHEDULE TYPE NOTES TYPE NOTES FLOOR ! T ANDERSON A SERIES ADH 2844 ANDERSON 'A' SERIES FULL GLASS 15 LITE GRILLE ED2 O 2'-8"x4'-4" RO 6/1 GRILLES WHITE O PLAN ; 3'-1"x6'-11" RO IN SWING WHITE W/ SCREEN © ANDERSON RO SERIES ADH 2844 6/1 GRILLES WHITE O 3NDE6S0 1 ROE OUS FULL SW NGGLASS WHITE W/ SCREEN ANDERSON A SERIES ADH 2844 ANDERSON 'A' SERIES FULL GLASS STEEL CABLE RAIL TYP. © 2'-8"x4'-4" RO 6/1 GRILLES WHITE O3 2'-8"x6'-11 RO OUTSWING WHITE W/ SCREEN 5 . 7 . 2 O 2 3 j " j l I I O ANDERSON A SERIES ACW2044 x 2 3 GRILLES AS SHOWN O (2) OFFICE POCKET DOORS 2'-O"x4'-4" RO EA. MULLED OP/FIX/OP '-4"x6'-8" INTERIOR FR. DOORS R /� EW4 EW3 O 44-ANDESO2' MSLLEID TAD ETNTRY HER.2452 DH 4/1 GRILLES WHITE OO BEORx6�8"ESOLID CORE 2 . 1 O. 2 O 2 4 E 4 -ANDERSON A SERIES FIXED UNITS TEMPERED O BEDROOM SOLID CORE (4) 2'-4"x1'-6' MULLED TOGETHER INO GRILLES WHITE 3'-0"x8'-O" O3TIOLI zH SOOLID CORE BUILDING 2 -ANDERSON O A SERIES ADH 2452 DH CLOSET SOLID CORE(2) 2'-4"x5'-2" MULLED TOGETHER. 4/1 GRILLES WHITE O (2) 2'-4"x8'-O" DEPARTMENT 1 36"02" AWNING. VERIFY SIZE ON SITE O CLOSET SOLID CORE ELECTRICALLY OPERATED 9 2'-4"x8'-O" O8"x8"x4" GLASS BLOCK 80" HIGH 10 CLOSET OS OLIDO,CORE FILING EW1 EXISTING PANTRY WINDOW (NORTH) 11 BATHROOM SOLID CORE y 3'-0"x8'-0" _ EW2 EXISTING KITCHEN WINDOW (NORTH) EXIST. EXTERIOR 5'-0" FIR. DOORS @ KITCHEN ° ED1 REPLACE, IN-KIND, WITH NEW j' C0 EW3 EXISTING KITCHEN WINDOW (EAST) ED2 EXIST. EXTERIOR 3' Ap -0" FIRONT ENTRY DOOR ��++ / y��•i FIRST FLOOR PLAN EW4 EXISTING LIV.RM. WINDOW (EAST) S1 NEW 2'-8"x6'-8" SCREENIED DOOR EW5 EXISTING LIV.RM. WINDOW (SOUTH) S2 2'-8"x6'-8" SCREENED DOOR EW6 EXISTING LIV.RM. WINDOW (SOUTH) NO CHANGES ARE PROPOSED FOR THE SECOND FLOOR NOTE: CONFIRM MAKE ANID MODEL OF ALL WINDOWS & Ewe EXISTING 2ND FLOOR (EAST) DOORS WITH OWNER PRIOR TO PLACING ORDER. Ewa EXISTING 2ND FLOOR (SOUTH) OWNER TO CONFIRM SCREEN CHOICE, HARDWARE CHOICE AND INTERIOR FINISH AND EXTERIOR EW9 EXISTING 2ND FLOOR (WEST) COLOR. OWNER TO APPROVE HINGE PLACEMENT 1 /4 " FW1C EXISTING 2ND F;OOR (NORTH) OWNER—TO_APPROVE WINDOW—& DOOR LIST u E 0 u EXISTING HOUSE NEW ADDITION I!]Ui --------- ---------- ------------- --------------- EM Im U L11 L FIF EXIST. CHIMNEY GAF ASPHALT/FIBERGLASS SHINGLE ROOFING .................................. —------- ----------------------- j , EXISTING ASPHALT/FIBERGLASS ROOFING —-------- /2" x VERTICAL BEVEL CEDAR SIDING ------------ W/ 6" EXPOSURE @ NEW ADDITION NO CHANGES L LIJ ---, ,R SHINGLE SIDING LULJ I LLLaji_LL_[LLLLL, 111 ROOF 11 11 LL------------ -------- GAF ASPHALT/FIE E__1 FLAT ROOF SHINGLE ROOFING 3 1 LIJ - - -----------......... ERHANG il J_U I LILY. IlliOOF v EE F, � SCREEr D PORCH' ri I - - bt .111 11 it ILL. LlL1 -NEW ',REENED NEW OUTDOOR P( :�H' CHIMNEY 11 BLOCK 71PE] 11'IL L EXIST. GLASS S H WER STEEL CABLE RAIL TYP. L 8,1 L TYP. STEEL tf�BLI_ IL TYR I_LJI L fk�� !I - - - _\tt-t-11, � 11 � ; � nF Ll J1. Jt I :11 E/ L OP OF FII\ 11.11JIII 11 1 I(Ir",I L IL T T44�1'1 j 1 11 i1EXISI. CEDAR SHINGLE 6 ILE I TOP OF FIN. FL 1. FL. =T EXIST. ITT H th 1 � L NEW DECK NEW DECK NEW DECK RAMP CELLAR 11 IT 11 11 IT 1 11 IT 111 111111 11 111 111 111 1 1 11 ENTRY r� i EXISTING HOUSE NEW SCREENED PORCH & DECK EAST ELEVATION ( FRONT ) 1 /4 if 1 1-011 NORTH ELEVATION ( SIDE ) 1 /4 if 1 1-011 Lj 0 U) EXIST. EXIST. CHIMNEY CHIMNEY ------ NEW ADDITION EXISTING HOUSE ----------EXISTING ROOF BEYOND-- Lo ---------- Ll IIj _u Z o6 ION -------- 1-1L.] EF7 L4 0; uJ GAF ASPHALT/FIBERGLASS SHINGLE ROOFING GAF__ASP_HALT_/FIBERGLASS__ IL [IF] FIF7 --- -SHINGLE ROOFING @ ADDITION T 0 1/2" 8" VERTIC CEDAR 73 A_-P-A _P -/Fm_=cK_�___�= I W/ 6"x EXPOSUREAL @ NEWBEVEL A ITIONSID - I __LL IL .—SHINGLE ROOFING.— ING .11 11 t hh l EXIST. HOUSE BEYONDEW9 I' III IT 11 ............... t FIXED NEW OUTDOOR :1E Tu 11!i'll L SHOWER (\j 1E EXTERIOR D 0 LEM] 0 � 1 ELEVATIONS F1 L I I JAI ------ N 5 . 7 . 2023 Qo q4 LL=(E I�jr I_j[ IIA. FL. TOP OF FIN. FL. LE:JL=_J -EXIST 2 . 10. 2024 EXIST. CE LAR CELLAR ENTRY DOOR RAMP NEW DECK - _li.if ti1-!,[ -Y IFI1 11 BUILDING DEPARTMENT WEST ELEVATION ( REAR ) 1 /4 if 1 V-01V SOUTH ELEVATION ( SIDE ) 1 /4 IT 11-0 11 FILING R CZl cr_ n% 1 /4 11-01, U W E = O U OC � Q E z a� U-i r r c� Q EXISTING HOUSE NEW ADDITION W E W E n n R-30 INSUL. - a� ATTIC PAINTED WOOD MECHANICAL/ CEILING. W STORAGE AREA BEADBOARD OR EQUIV. CG R- 15 INSUL. EXPOSED COLLAR TIES m 01) 1 /2" GYP. BD. EPDM ME" "BRANS @ - O c� REFER TO FRAMING DETAILS FLAT ROCG� - I R-30 INSUL N 3/4" PLYWD. SUBFL. SHEETS S- 5 & S-6 Li i BATHROOM CLOSETS BEDROOM O O - r OI O� 00 00 1 00 - I R- 15 INSUL. L� 1 /2" GYP.BD. PRIMED & PAINTED �— FIN. FL. TO ALIGN W/ EXISTING R-30 INSUL. LOW O O ADD NEW R-30 INSUL. @ EXISTING BASEMENT CRAWLSPACE CRAWLSPACE A�4 SECTION 5 . 7 . 2023 2 . 10. 2024 BUILDING DEPARTMENT FILING VIA ti SECTION # 1 1 /4„ - 1 '-0" 60 Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2018,Page 149) Foundation Notes: Framing Notes: Number of Number of The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of Joint Description Common Nails Box Nails Nail Spacing The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer the Engineer prior to construction. ROOF NAILING prior to construction. Rafter to Top Plate(Toe-nailed) 3-10d 3-16d per rafter Wood Framing Ceiling Joist to Top Plate(Toe-nailed) 3-10d 3-16d per joist 1. All concrete 3,500 psi after 28 days minimum. Ceiling Joist to Parallel Rafter(Face-nailed) 10-16d 10-40d each lap 1. All lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum specifications: Ceiling Joist Laps Over Partitions(Face-nailed) 10-16d 10-40d each lap 2 All reborn ASTM A-615 Grade lift. Collar Tie to Rafter(Toe-nailed) 3-16d 4-10d per be 3. Footings are to be installed on undisturbed virgin soil. The bottoms of all footings are to be installed a minimum of 3'below Fb=825 psi Blocking to Rafter(Toe nailed) 3-8d 3-10d each end Rim Board to Rafter(End Nailed) 3-16d 4-10d each end grade unless indicated otherwise. Fv Fc p psi perp=625 psi Rafter to ridge,valley or hip rafters 3-10d 3-16d toe or end nail E-1,600,000 psi WALL FRAMING 4. Rebar installed along the top of the foundation walls without windows are to be installed 10"below the top of the foundation wall.Rebar installed along the top of foundation wafts with windows are to be installed 3'below the bottom of To Plate to To Plate ace-nail 3-16d 3-16d per foot 2. All Laminated Veneer Lumber is to have the following minimum specifications: P P � � Pe the window opening. Top Plates at Intersections(Face-nailed) 4-16d 5-16d joists-each side Stud to Stud(Face-nailed) 3-16d 3-16d 24'o.c. 5. All snap off form ties are to be remoived and remaining openings are to be sealed/grouted. Fb=2,900 psi Header to Header(Face-nailed) 16d 16d 16"o.c.along edges Fv=290 psi Top or Bottom Plate to Stud(End Nailed) 3-16d 3-16d per stud Fc perp=650 psi 6. The foundation contractor shall coordinate with the plumbing and electrical contractors relative to installation of sleeves Stud to Stud at abutting studs at intersecting wall comers 16d 16d 12"o.c.face nail and other penetrations prior to pouring concrete. E=2,000,000 psi Continuous header to stud 4-8d 5-8d toe nail Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Face-Nailed) 2-16d 3-16d per foot 7. The Engineer is to be contacted if unacceptable or questionable soil is encountered during excavation.Unacceptable soil 3. All Laminated Structural Lumber is to have the following minimum specifications: FLOOR FRAMING is soil containing day and/or organic material. Fb=2,800 psi Joist to Sill,Top Plate or Girder(foe-nailed) 4-8d 4-10d per joist 8. Install isolation joints along foundation walls and at column and other floor penetrations. Fv=290 psi Bridging to Joist(foe-nailed) 2-10d 2-10d each end Fc perp=740 psi Blocking to Joist(Toe-nailed) 2-8d 2-10d each end 9. Installed contraction joints in the ceftlar floor slab every 18'minimum. E=2,100,000 psi Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block LEGEND: Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist 10. Foundation excavation is not to be track fined prior to the installation of the floor framing. 4. All treated lumber is to be No.2 or better Southem Yellow Pine with the following minimum specifications: Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist 1. PA= POST ABOVE Band Joist to Joist(End-nailed) 3-16d 4-16d per joist Fb=975 psi Band Joist to Sill or T 11. Badcf�ll along foundation walls is to be dean material and is to be mechanically compacted in 6'lifts to 95°�of maximum Top Plate(roe-nailed) 2-16d 3-16d per foot dry density. Fv=175 psi 2. DJ=DOUBLE 2X POST UNDER BEAM ROOF SHEATHING Fc perp=565 psi Structural Panels 8d 10d See roof sheathing 12. Underpin existing foundation. E=1,600,000 psi 3. TJ=TRIPLE 2X POST UNDER BEAM nailing detail on 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bofted in accordance 4. APB =ANTHONY POWER BEAM structural sheets Suggested Underpinning Procedures: CEILING SHEATHING with the manufacturer's specifications. 5. LVL=LAMINATED VENEER LUMBER Gypsum Wallboard 5d coolers 5d coolers T edge/T field a) Underpin prior to addition of any new loads on wall. 6. First floor joists to b TJI 560117/8'are to be installed in accordance with the manufacturer's s 1 Y specifications. WALL SHEATHING 6. L.B.=LOAD BEARING WALL b) Excavate small exploratory pit at exterior wall to determine depth and width of existing footing. Inform Architect/Engineer Structural Panels 8d 10d 6'edge/12"field of findings before proceeding. 7. All straps,connectors,plates,bolts,nails,etc.are to be galvanized or stainless steel.Designated connectors, Structural Fiberboard Panels 1/2' 11 ga.gale.roofing nag 0.12'x 11rr"7/16•her T edge/6'field strap etc.on these drawings are made by Simpson unless indicated otherwise.Aft connectors,straps etc.are 7. WINDOW AND DOOR HEADERS TO BE(2)2X8 Structural Fiberboard Panels 207 11 ga.galy.roofing nail 0. T x 13/4"long 3V head 3'edge/6'field to be nailed/bolted in accordance with the manufacturer's specifications. HEADERS WITH 2 Gypsum Wallboard 5d coolers 5d coolers Ted e/T field c) Upon receiving approval,excavate to the top of the existing footing for the entire length of the area to be underpinned on ( )2X STUD POST UNLESS g the interior of the foundation wall.Remove interior concrete floor as necessary. OTHERWISE SPECIFIED ON THE PLANS. Particle Board Panels 8d 8d Per Manufacturer 8. All floor sheathing is to be 23/32 inch AC type plywood,tongue and groove,with an APA span rating of 48/24. FLOOR SHEATHING d) Excavate by hand below the existing footing at no more than 3 foot lengths. Floor sheathing shall be glued and screwed to the floor joists(6'O.C.edges and 12'O.C. field). 8. ALL POSTS TO BE(2)2X STUD POSTS UNLESS Structural Panels OTHERWISE SPECIFIED ON THE PLANS. 1'or less 8d 10d 6'edge 117 field e) Allow 7 days curing. 9. All wall sheathing is to be 15132 inch APA Rated Exposure 1 plywood and shall be fastened to the studs as Greater than 1' 10d 16d 6'edge/1T field per the nailing schedule on this sheet 9. LOAD BEARING WALL (1)Nailing requirements are based on wall sheathing nailed 6'on-center at the panel edge. Alternate nailing schedules shall f) Back fill and replace interior floor as;necessary. be used where wall sheathing nailing is reduced. For example,if wall sheathing is nailed 3 inches on-center at the panel edge 10. Solid blocking is to be installed every 8'max or mid span of all floor joists with spans exceeding 8% to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or aftemate connectors shall g) During the underpinning rpi ng procedure, monitor the existing foundation wall for excessive movement and/or cracks.Notify the be used to maintain load path. Architect/Engineer if movement andl/or cracks are noted. 11. Double joists are to be installed below parallel walls. (2)When wall sheathing is continuous over connected members,the tabulated number of nails shaft be permitted to be reduced to 1-16d nail per foot Stab Site Preparation 12. Blocking is to be installed at all point load bearing points. *The area where the slab is to be installed is to be excavated to the necessary elevation to meet the final top of the slab 12. Walls are to be framed with 2x6 inch studs spaced 16 inches O.C.unless indicated otherwise. elevation shown on the Architectural drawimgs. 13. All plates,bolts,nails,etc.are to be galvanized or stainless steel. *The areas where the slabs is to be installed are to be Proof Rolled in accordance with ACI 302.1 R.The Engineer is to be notified 14. Designated connectors,straps,hold downs,etc.specified on these drawings are made by Simpson unless if unacceptable soils are encountered during excavation and if Proof Rolling produces results that exceed ACI standards. Design Loads: indicated otherwise. All connectors,straps,hold downs,etc.are to be nailed/bolted in accordance with the *The excavated areas along the stem walls and footings are to be back filled with dean material and mechanically compacted manufacturer's specifications and installed to the maximum rated capacity. -Roof-Live Load-30 psf Based on ASCE 7 and with dean fill in 6 inch lifts.Each layer is to be compacted to 98%modified proctor. 15. All joist and beam hangers and fasteners used on the exterior are to be Sim Pg=25 psf per Figure R301.2(5) fo g Simpson 316 Stainless Steel as -Dead Load-15 psf *Base Material layer shown on the drawings is to be a compactable,easy to trim,granular fill that will remain stable and support required by Simpson. All straps and hangers located in protected interior locations are to be galvanized. construction traffic.A dean fine-grained material with at least 10 to 301/6 of particles passing a No.100 sieve but not containing -1st Floor -Live Load -40 psf silt,or organic material is recommended. 16. Aft bolts nuts and washers are to be stainless steel or hot dipped galvanized. -Dead Load-15 psf Slab Notes: Steel Notes: -Wind Loads-130 mph-ASCE-7 qh=25.18 psf(Exposure B) Roof C&C Loads: *Isolation joints are to be installed between the slab and the walls.Use preformed joint filler that is to be cut Y2 inch below the slab 1. All steel is to be ASTM Specification A-36 -43.3 psf(Zone 1) surface and the resulting joint is to be filled)with an elastomeric joint sealant -60.5 psf(Zone 2) 2 All bolted connections are to be made with A 325 bolts. -67.8 psf(Zone 3) *Contraction joints are to be installed as shown in the drawings and are to bey the thickness of the slab but not less than 1 inch dceP• 3. Square,rectangular and circular columns are to be ASTM Specification A500. Wall C&iC Loads: -31.6 psf(Zone 4) *The welded wire reinforcement is to be pllaced in the top third of the slab and is to be adequately supported by precast concrete 4. All columns are to be bolted to steel girders with Y'bolts or unless otherwise shown on the plans. -38.0 psf(Zone 5) bar supports to assure that the reinforcement is held in position during concrete placement and finishing. 5. 1/2'web stiffeners are to be installed at all point toad bearing points and over all column supports. THIS BUILDING IS DESIGNED AS AN ENCLOSED STRUCTURE 6. All welded connections are to be done by a certified welder and conform to AWS and AISC standards. 5. All weld joints are to use E70XX electrodes. 6. All girder splices are to be made above columns. Design Criteria-NYS Residential Code R301.2.1.1 and utilized the 7. Steel is to be prime coated. methods and procedures stipulated in Chapter 2 Engineered Design and Chapter 3 Prescriptive Design in the American Forest and Paper 7. All steel located on the exterior to be galvanized or stainless steel. Association Wood Frame Construction Manual for One and Two Family Dwelling Units-High Wind Addition and ASCE 7. 8. Unless indicated otherwise,all columns are to be bolted to steel girders with Y"bolts. 9. Steel fabricator to provide 9116"diameter holes spaced at 16"o.c.staggered as necessary to enable steel to be secured to wood plates to the top and bottom flanges and packing to the web as necessary. REVISIONS Scale:AS SHOWN Condon Engineering, P.C. KE:ATING RESIDENCE 695 YOUNG'S ROAD Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State 1755 Sigsbee Road ORIENT NY Education Law,Article 145,Section 7209,for arry person unless acting under the Drawn by.JJC ' MattitUCk, New York 11952 direxfion of a ficensed Professional Engineer,Architect,or Lana surveyor,to after arg, tin item in any tray.ff an item bewhg the seat or an Engineer,Architect or Land surveyor 6 (631)299-1986 (631)298-2651 Fax NOTES A N D altered,the aftering Engineer,Architect or Land Surveyor shag affix!o the item hisMer Date:2/14/2024 seal and the nxotation'Aftered W fogowed by his/her signature and the date of such www.rrondonengineering.com P EC I F I CATI 0 N S afterations,and a speak description of the aftenation. T 6' 1T 3'-0' T-tq' lo 30'X30'X8'PC FOOTING �NO REBAR SIMPSON CCSQ44SDS2(TYP.) --- ---�— --------- 4X4PT.POST(TYP.) I 1'-4'Fjl aO I --- --- ------ --I I �———�— ( I 170 SONOTUBE FOOTING 0 v ( I I I ---------� I I t_---� �, I I �16'0 SONOTUBE FOOTING I I I i I I [NEW 8'P.C.FOUNDATION WALL ON A 8'X 16'P.C.FOOTING I Iol I I I I 48'XM17 PC FOOTING I I 16'0 SONOTUBE FOOTING I I I r/—f15 REBAR @ 17 O.C. I I I I I I I I - I9-6' 6S' lo I I I I ( I L 1TO SONOTUBE FOOTING J 170 SONOTUBE FOOTING I I --- I I I I 31rrO Sn.PIPE COLUMN 48'X48'X17 PC FOOTING I ( N 1s'0 SONOTUBE FOOTING N I — REBAR @ 17 O.C. i 16 6' X4 P.T.POST(TYP.) I I 3 llrO STL PIPE COLUMN I I L J I I �24'0 SONOTUBE FOOTING �24'ta SONOTUBE FOOTING 30'X30'X8'PC FOOTING I POUR NEW 8'P.C.FOUNDATION F————�NO REBAR I WALL ON A 8'X 16'P.C.FOOTING ( I UP AGAINST EX STONE WALL ( 6-7 6'-10' L——J L——J 16'0 SONOTUBE FOOTING MEET EX FOUNDATION. 1TO SONOTUBE FOOTING `D MEET EX FOUNDATION. DOWEL#5 REBAR INTO EX DOWEL#5 REBAR INTO EX FOUNDATION @ 17 O.C.(TYP.) FOUNDATION @ 17 O.C.(TYP.) 3TX3TX17 PC FOOTING �16'0 SONOTUBE FOOTING EX STONE RUBBLE FOUNDATION. L —J 170 SONOTUBE FOOTING I-- 170 SONOTUBE PIER ON A 30'X30'X17 PC FOOTING ®� 30'X30'Xt PC FOOTING(TYP.) ��NOREBAR ` -- —� EX STONE RUBBLE FOUNDATION. I I L J HSS 3 llr X 31/7 X 318"COLUMN UPIDN �X4 P.T.POST(TYP.) `�16'0 SONOTUBE FOOTING 12'0 SONOTUBE FOOTING a _ 30'X3('X17 PC FOOTING f—NO REBAR L——J L——J `�16'0 SONOTUBE FOOTING EX STONER FOUNDATION. �1TO SONOTUBE FOOTING RUBBLE OUN v L--J I I ��SIMPSON CCSQ44-SDS2(TYP.) I I I I I I I 170 SONOTUBE FOOTING I I I - --- -------I SIMPSON CPT66Z �o COLUMN BASE(TYP.) L- -----J L --� I I-- - ---- -- -- � �- -- -- - --- - - --J �----- -- -- -- -- -� ` �SIMPSONCCSQ44-SDS2(TYP.) 170 SONOTUBE FOOTING REVISIONS .V Plans are prepared by Condon Engineering,P.C. It is a violation of the New York We Education Law,Artide 145,Section 7209,for any person u km acfing under the direction of a licensed Professional Engineer,Architect,or Land Surveyw,to after any ltem in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is \4 altered,the altering Engineer,Architect,or Land Surveyor shag affix to the item hblw seat and the notation'Altered by'followed by histher signature and the date of such alterations,and a specific description of the afteration. SmIe:1/4'=1'-W Condon Engineering, P.C. KEATING RESIDENCE 695 YOUNG'S ROAD 1755 Sigsbee Road ORIENT, NY Drawn by.JJC Mat6tuck,New York 11952 (631)298-1986 (631)298-2651 Fax I%JM2 Date:2114/2024 www.condonengineedng.com FOUNDATION PLAN 2X12 STRINGERS P.T.@ 16'O.C. J —L— (3)2X8 P.T. 4X4 P.T.POST(M.) ------ ------- I 2x8 DJ P.T. I ( I @ 12-O.C. I I I ' BEAM POCKET i I_ MP.T.LEDGER WITH 518' r——————— GALV.THROUGH BOLTS @ 16' I o I O.C.STAGGERED ffV.) to ' o I I ' v I ( TJI 56011718'FJ @ 16'O.C. I I 2X8 DJ P.T. 1 @ 16'O.C. V i I (3)1314-X 11 7/r LVL� o ——— 1 _ (3)13/4'_18— I (2)2x8 P.T. � o I I A I I q 2X4 POST I I PROVIDE BLOCKING —) I I I JOISTS UNDER LOAD BEARING 3 VTO STL PIPE COLUMN I I ®1 WALL OW.) I l I 0 2x8 DJ P.T. L _1 I I I I I I a 16.O.C. 4X4 P.T.POST(1 YP.) I I I I I (3)13/4'X 11718-LVL. I I (2)2x8 P.T. I I I I (3)13/4'X 117/8'EVE— i �A I I I 174,'-3 irrO STL PIPE COLUMN I )2X4 POST V I L---- I I TJI 560117/8'FJ @ 16,O.C. I I a I I 2X8 P.T LEDGER WITH 5/8' ( 2X8 DJ P.T. 'f GALV.THROUGH BOLTS @ 16' ( I I @ 16•O.C. o I I I I O.C.STAGGERED(TYP.) X co ------------------- ------------J I N �X I !v n, F- I (4)2X8 P.T. I I (4)2X8 P.T. I � (4)2x8 P.T. A Q A L--J L —1 J BEAM POCKET a F o (2)2X8 P.T. co d X 4 Z N 2X8 P.T I I ' LJ L J X 0 L —J 1 ' X 2X8 P.T. r -1 I I 2X8 P.T. L J .I �.�. I I.(2) . HSS 3 lir X 31R'X 31r COLUMN UPIDN 1 (4)2X8 P.T. I ( (4)2X8 P.T. I I oEll L J L�J to P.T.POST OW.) w a a 0 o r— C3� r— 9 X 0 � o r — ~ L— cl-j L __a_I 2x12 STRINGERS I I ' m 'CC) P.T.@ 16'O.C. I " co n, N X v 4% I I I I I I r I I I - -- - - - - -- - - -- -f I I I I r I I I I I I I I I I I I I I I I I I I L- - - - - - J L - -J I I r — -f F7 I` l ` l —— — — — — — — — — — -- - - - - r r REVISIONS f Plans are prepared by Candor Engineering,P.C. It is a violation of the New York State Education Law,ArWe 145,Section M,for any person unless a fang under the dime ion of a licensed Professional Engineer,ArchLmt,or Land Surveyor,to after any , Item in any way.If an item bearing the seal of an Engineer Arc htiect,or Land Surveyor is altered,tie altering Engineer,Architect,or Land Surveyor shall affix to the item hisAher seal and the notation'Aftered by'followed by hislher signature and the date of such alterations,and a specific description of the afteration. Scale:l/4'=r-o' Condon Engineering, P.C. KEATING RESIDENCE 695 YOUNG'S ROAD 1755 Sigsbee Road ORIENT, NY Drawn by.JJC Mattituck,New Yolk 11952 (631)298-1986 (631)298-2651 Fax FIRST FLOOR QM3 Date:2/14/2024 wWw.COndonengineeling.COm FRAMING PLAN 2X8 P.T.LEDGER BOLTED TO FRAMING WITH 518' GALV.THROUGH BOLTS @ 16'O.C.STAGGERED SIMPSON DTT2Z WITH 1170 GALV.THREADED ROD—\" WITH NUTS AND WASHERS 2' (INSTALL AT 48'O.C.MAX) SIMPSON COLUMN CAP '623.62SDS 31/l0 STEEL PIPE COLUMN 5/4 DECKING SIMPSON H-25A HURRICANE _ 4tTIES FLOOR JOISTS TO(BIRDER 518'8 X 12 LONG GALV.ANCHOR BOLTS 2X8 P.T.DJ @ 16'O.C. (2)2X8 P.T.BEAM DROPIPED BASE I N AT 28'O.C.MAX,12''MAX FROM CORNERS I 2))0 P.T.SILL 2X6 WALL STUDS 16'OC SIMPSON DJT14Z — - - N TJI RIM JOIST JOISTS TO LEDGERIBEAM WITH 2X8 P.T.BEAM DROPPED 4X4 ACQ COLUMN(r ) 1 r SIMPSON WS26 HANGERS <f. TJI 960117/8'FJ @ 16'O.C. sIMPSON CBS0414-SDS2 I I COPPER TERIMITE SHIELD ' 8'MIN. COLUMN BASE 4-3/4'0 ANCHOR BOLTS e #3 REBAR . . •:- �'STEEL BASE PLATE 4,000 PSI NON SHRINK #5 BARs @ 12 O.C. co GRADE(SLOPE AWAY _ d GROUT PEDESTAL e FROM BUILDING 2%MIN. _ ---------------- -- 10'FROM BUILDING) r=a _ -• ' ol 24' IN. EXPANSION JOINT AND JOINT SEALER z DAMP PROOFING ? .-. d.: ;t - ,' a 16'0 SONOTUBE FOOTING To GRADE 2X4 KEY WITH BENTONITE , 30'X 30'X 12 P.C.FOOTING OR AS SHOWN ON PLANS - -`>--' - '�`m _" , -" _ - = - w-- 2RATSLAB TAPE WATER STOP (OR AS SHOWN ON PLANS) . x_ -~ _ _ - =:_�'- ?. a• -:" -=a t"' `.-: _ Z z :_ . .:.:: 4 WITH 170 SONOTUBE PIER ae : �_-._ �a --------- , VERTICAL REBAR 'ce• A 3 -i _ ..r S >^ y ;, z, - INSTALLED ON UNDISTURBED <o Z SOIL(TYP.) #5 REINFORCING EACH WAY > `R' FOOTING TO BE PLACED ON RODS AT 12 O.C. '� _. - lit . cm 16' `�—UNDISTURBED SOIL -e- 'a--� �•) .•_• ':` 1 1 10 MIL POLYETHYLENE VAPOR RETARDERt •-. 3 112 12 3' COMPATIBLE GRAINULAR FlLL (2)NO. -60 KSI REBAR c" j ,T-W(OR AS NOTED ON PLANS) (FOUNDATION DETAIL TYPICAL TYPICAL REAR DECK SECTION SCALE 112=1'4r 1/2"=V-0" TYPICAL ISOLATED FOOTING DETAIL TYPICAL FOUNDATION CORNER DETAIL SCALE 1'=14r SCALE: 112=1'4r 12 HSS 3 M X 31/1 X 3/8 4-314'0 ANCHOR BOLTS TOP OF FOOTING-TOF SIMPSON DTT2Z ;� WITH 112H GALV.THREADED ROID WITH FLOOR SHEATHING NUTS AND WASHERS(INSTALL AT NAILED 6'MAX 3" EVERY OTHER DECK:JOIST) O.C.TO JOIST WITH 16 HOLD WN 12XTX3/4' 4-1170BOLTS A-36 STL BASE PLATE 1/1'WEB STIFFENER 112 WEB STIFFENER DECK JOIST STEEL BEAM io FLOOR JOIST 4-12'H BOLTS (SOLID 2X JOIST 1/4'STL PLATE SIMPSON I LUS HANGER OR 2X BLOCKING) 2X12 P.T.LEDGER WITH 518' 3" CONTNUIOUSFLASHING THROUGH BOLTS 16 (PROVIDE ADDmONAIL WASHERS AT @ 16'O.C. THROUGH BOLTS TO PROWIDE A 1W MIN. STAGGERED STEEL COLUMN BASE PLATE AND ANCHOR BOLT SEPARATION FROM)THEBUILDING) TYPICAL STEP FOOTING DETAIL DETAIL AT FOUNDATION WALLS TYPICAL DECK ,JOIST TO BUILDING CONNECTION DETAIL TYPICAL INTERIOR STEEL COLUMN SCALE: 1/2"= V-(U" SCALE 1"= V-0" SCALE I/r=1'4' TO STEEL BEAM DETAIL SCALE:r=1'4r TJI FLOOR JOISTS oor wUw z N 1/2'MIN.AIR GAP REQUIRED <a AT END AND SIDES I—W TOP PLATE o c m BEARING PLATE EXISTING HOUSE NEW ADDITION HEAD OR .. POCKET WIDTH BEAM WIDTH+1'MIN. SIMPSON MTS30 RAFTER STRAP OR (SEE PLAN FOR BEAM WIDTH) Simpson LSTA30 Ridge AT EACH RAFTER TAIL Strap at each Rafter SIMPSON H2.5A RAFTER •• 1/2'X3'PL TOP&BOT. TAIL TO TOP PLATE BOTH SIDES OF WEB 2x12 RR ts•O.C. SIMPSON H25A TOP 2X12 RR @ 16'O.C. H2A CONNECTOR., TOP PLATE PLATE TO STUD Radius 5/8'OR 2 tw STU SIMPSON H2A HURRICANE TIES AT 2-SIMPSON H2.5A HURRICANE TIES EACH RAFTER TAIL(INSTALLED ON AT EACH RAFTER TAIL(INSTALLED ON U4 EXPOSED COLLAR TIES EXTERIOR SIDE ONLY) INTERIOR SIDE ONLY) 3/16 0 TJI FLOOR JOISTS 2X10 RR @ 16'O.C. W<=0.6D L<=1.5 D >=2D ri NOTES: 1. CLEAR SPACING BETWEEN OPENINGS=D 2. DISTANCE TO SUPPORT=2D 3. DISTANCE TO POINT LOAD=D 12'MIN.AIR GAP REQUIRED TYPICAL REINFORCED BEAM AT END AND SIDES PENETRATION DETAIL REVISIONS NOT TO SCALE UNTREATED GLULAM OR LVL BEAM--// 114'BEARING PLATE 4 CRAWLSPACE S� SEE TYPICAL FOUNDATION DETAILS Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State FOR ADDmONAL INFORMATION Education Law,Article 145,Section 7209,for )any person unless acting under the direction of a licensed Professional Engineer,ArchTecL or Land Surveyor,to alter artyZ f ' Rem in any way.If an item bearing the seal of an Engineer,ArchftecL or Land S is Surveyor altered,the altering Engineer,Architect,or Land Surveyor shall affix to the Teem hislher seal and the notation'Altered by'followed by hisftw signature and the date of such alterations,and a specific description of the alteration. TYPICAL BUILDING SECTION SIMPSON LSTA36 _ , SIMPSON Scale:AS SHOWN Condon En ineerin P C KEATING RESIDENCE SCALE: 1/4" -0" STRAP GLULAM / LVL FOUNDATION POCKET DETAIL g g 695 YOUNG'S ROAD Typical Wall and Sill NOT TO SCALE Drawn by:�'� 1755 Matt to kSigsbee Road New York 11952 ORIENT, NY Stra in Detail (631)298-1986 (631)298-2651 Fax Date-2/14/2024 www.condonengineering.com FRAMING DETAILS MICROLLAM®LVL 2 X DIAMETER OF THE AND PARA LAM® LARGEST HOLE DEPTH PSL HOLE ZONE (MINIMUM) di C RAFTERS HEADER MAXIMUM ROUND MICROLLAM LVL AND DEPTH HOLE SIZE V�UT SHEAR BLOCKING PSL PARALLAM 4Ya' 1' L/3 ALLOWED HOLE ZONE L/3 WT 13 13 MIDDLE SPAN �•to 20' 2' 2XTRIM BOARD FOR SHEAR BLOCKING(BETWEEN JOISTS). SEE ILLUSTRATION FOR FIELD TRIM TO MATCH JOIST DEPTH AT OUTER EDGE OF ALLOWED HOLE ZONE NOTES: WALL OR LOCATE ON WALL TO MATCH JOIST DEPTH. 1. ALLOWED HOLE ZONE SUITABLE FOR UNIFORMLY LOADED HEADERS AND BEAMS ONLY. 2. ROUND HOLES ONLY 3. NO HOLES IN CANTILEVERS. 4. NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. y Y 5. DO NOT CUT,NOTCH OR DRILL HOLES IN HEADERS EXCEPT AS INDICATED IN ILLUSTRATIONS AND TABLES. SIMPSON LSTA36 6. ANY OPENING OUTSIDE THESE CONSTRAINTS MUST BE APPROVE©BY THE STRUCTURAL ENGINEER. STRAP Y (3-MAX) Y MAXIMUM ALLOWABLE V�UT TYPICAL ILEVEL LVL PENETRATION TYPICAL WINDOW AND DOOR HEADER SHEARBLD MAXIMKING UM ALLOWABLE ION T ® I o o ® ES SCHEDULE AND DETAIL STRAPPING DETAIL EACH CORNER SHEAR BLOCKING DETAILS --L------------------------.-- NOT TO SCALE NTS NIS 101 � (D ( I ( I I 0 I I I 0 I I I MIN.DISTANCE I I I MIN.DISTANCE FROM TABLE A DO NOT CUT HOLES FROM TABLE B /111 1�HOLE MAY BE CUT I I I I NO FIELD CUT SIN CANTILEVER? ANYWHERE IN WEB OUTHOLES IN Ug U8 HATCHED ONES SIDE OF HATCHED ZONE DO NOT CUT OR _ I I -. -- — ar4 JO .. E _ 6' 16- d-" --------------- s' L1 2XD1 D1 L2 2X(L2 2 — 3 I 1 I 3 T dr4 --- 'MINIMUM' INIMAUM - O O ( O (HOLES EXCEPT CLOSELY GRtOUPED ROUND HOLES ARE I I PERMITTED IF THE GROUP PERIMETER MEETS KNOCKOUTS) REQUIREMEWTS FOR ROUND OR SQUARE HOLES. DO NOT CUT HOLES IN I CANTILEVER REINFORCEMENT.I I 1 0 TABLE A-END SUPPORT U4 LJ2 U4 SUPPORT ——L——————————————————————— —— MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST[END SUPPORT JOIST TJIa ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE O O I O DEPTH 2' 3' 4' 5' 6�/2- jr 87/ 11- 13- 2- WT-F 6%' jr 87/ 11' 13- I I I I 9 z' 360 V-6* 7-0' X-0" 4,4r 6-0' V-6* 5'-' DO NOT DRILL IN CRITICAL ZONES L———————————————————————I—— 11/• 560 1'4r V-0' 1'-6' T-O' 5' S-6' 8'-0' 1'-(Y T-0' T-6• NOTCH14' Sso 1 o' 1'o' 1'-0' 1'0' 2 6' 3-0' 6-0' s'-0' 1-0' 6-0' T-0' S-0' 1 tl-0' UNIFORMLY LOADED SINGLE SPAN BEAM GLUED LAMINATED TIMBER DEPTH<1/4d d01 O I O3 16- 560 1'-0' 1'-0' V-0' 1'-0' 1.4r 1'-0' 3'-0' 6-0' i(Fir 1'-0' 54' 640' 0'-0' 1-0' 7-0' HOLE EDGE I t 1. THE MAXIMUM SIZE HORIZONTAL HOLE(THROUGH THE WIDTH OF THE BEAM)SHALL DISTANCE>5/8' TABLE B-INTERMEDIATE OR CANTILEVER SUPPORT NOT EXCEED 1-1/2 INCHES. O MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST IINTERMELNATE OR CANTILEVER SUPPORT 2. EDGE AND END SPACING:ANY HORIZONTAL HOLE MUST BE A MINIMUM OF 4 HOLE SPAN ONLY H�DIAMETER L———•——————————————————————————I JOIST DIAMETERS FROM THE TOP OR BOTTOM SURFACE OF THE GLUED LAMINATED TJ� ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE TIMBER MEMBER,AND 8 HOLE DIAMETERS FROM THE MEMBER ENDS.THE DISTANCE STUD SINGLE STUD HOLE DIAMETER DEPTH 2' 3' 4- 5- 6�/2' T 8 Y. 11' 13- 2- 3- 4- 5' 6W 7- 87/ 11- 13- IS MEASURED FROM THE EDGE OF THE MEMBER TO THE CENTERLINE OF THE HOLE. <315d L--------------------------------2—I 9"" 740 7-6' 3'-W 4'-0' 6-0' 9-C 7-6' 3-W 4'-W 6-0' T-0' 3. SPACING BETWEEN HOLES:FEW ADDED OPEN OR ACCESS HOLES NOT SHOWN ON STUD O O -0* 3'-0' 5-6' S-6' 8'-0' 8'-0' 17-0' 3'-0' 4'-6' 6'-0' ' 1 '- ' 11 Im r-680 '-0' 17 0' THE CONTRACT DRAWINGS SHALL BE A MINIMUM OF 8 HOLE DIAMETERS FROM ANY HOLE IN THE MEMBER THE DISTANCE IS MEASURED FROM THE EDGE OFF 14- 560 1'-0 Fw 1' 3' S 6 9 13' Fir 3'-0' S-0' T-w 10'-0' 11'-0' 13'-6- 16-0' THE HOLE TO THE NEAREST EDGE OF THE EXISTING HOLE. 560 1-0' ' 1'4' 1'-0' 1'0' 7 6' 3'6' T 0' 11 0.15-0' 0'1' 1'4' -0'3' S-0' 9'4' 0-0' 14'-0' 6-0' 8-0' 4. NUMBER OF HOLES:DETERMINE THE NUMBER OF FIELD ADDED HOLES ALLOWED BY HOLE EDGE RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. ALLOWING ONE HOLE PER EACH 5 FOOT LENGTH OF THE MEMBER DISTANCE>5/8' • HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB.UEAVE 1/8'OF WEB(MINIMUM)AT TOP AND BOTTOM OF HOLE (THIS RULE DOES NOT APPLY TO SPACING OF HOLES.) • KNOCKOUT'S ARE LOCATED IN WEB AT APPROXIMATELY 1T ONZENTI£R;THEY DO NOT AFFECT HOLE PLACEMENT. 5. OTHER HOLES:HOLES NOT DESCRIBED HERE REQUIRE REVIEW BY A QUALIFIED 0 • FOR SIMPLE SPAN(5'MINIMUM),UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS,ONE MAXIMUM SIZE ROUND TIMBER DESIGNER. L=LENGTH OF BEAM D=DEPTH OF BEAM HOLE MAY BE LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. . DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT ILEVEL SPECIFIERS GUIDES.FOR OTHER LOAD Np I CAL ANTHONY POWER BEAM G LU LAM CONDITIONS OR HOLE CONFIGURATIONS USE ILEVEL®TJ-BEAM®SOFTWARE OR CONTACT YOUR ILEVEL REPRESENTATIVE ALLOWABLE HOLES - TJIO JOISTS PENETRATION SCHEDULE AND DETAIL STUD NOTCHING AND BORING LIMITS NOT TO SCALE NOT TO SCALE O NOTE 1. FINAL RAMJG DETAILS TO BE APPROVED BY THE ARCHITECT PRIOR TO THE START OF C*NSTRUCTION. 4' —T Z-1-4X4 WOOD POST 04 WOOD POST (3)LVL BEAM 5 8" 16' /'8'0 Bars 36 SIMPSON DTT2Z I SIMPSON DTT2Z WITH 1/2'0 GALV.BOLTS W[TH WO GALV.BOLTS c� I 2D' I 2D• z 2 4. i f -- 7LV.BOLTS 2x2BALusTEROOR JOIST CK JOIST (2)A36 STEEL FLITCH PLATES ID BLOCKING OLID BLOCKING REVISIONS 1170 GALV.BOLTS FLITCH BEAM DETAILS NOT TO SCALE _ Y SIMPSON DTT2Z _Nailing Zones for Roof Sheathing in 130 WITH 1rr0 GALV. BOLTS ECK JOIST Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,far any person unless acting under the / ) MPH Ultimate Gust Wind Zone SIMPSON DTT2Z direction of a licensed Professional Engineer,Architect or Land Surveyor,ro after arty Z AD BLOCKING WITH 12'0 GALV.BOLTSitem in any tray.if an item bearing the seal of an Engineer,Architect or lard Surveyor is altered,the atterirg Engineer,Architect,or Land Surveyor shag affix to the item hisRrer Zone 1 Zone 2 Zone 3 POST INSIDE OF I POST OUTSIDE OF seal and the rotation•Altered by followed by his wsignature and the date of such Ftela 6'o.c. 12•O.C. 4•O.C. BAND JOIST BAND JOIST alterations,and a specific description of the alteration. Panel Edges 60O.C. 6"o.c. 40O.C. TYPICAL DECK RAILING CONNECTION DETAILS Scale:AS SHOWN Condon Engineering,ineerin P.C. KEATING RESIDENCE Nailing Requirrements for 130 MPH,Ultimate Gust, 695 YOUNG'S ROAD "Thick Roo)f Sheathing with 8d Common Nails SCALE tr2'=1'-0 Drawn by:JJC' Mat1755 titu kSNew Y Road ork 11952 ORIENT, NY Roof Sheathing Nailing Details SCALE: 1/8'=V-0' (631)298-1986 (631)298-2651 Fax Sm6 Date:2114/2024 www.condonengineering.com FRAMING DETAILS DEL PUMP/COMPRESSER POWER CIRCUIT N 120105 „ us• _&-d1' CB1 7 3 vni N 45 1/2 060 mi a Ll eL1c euc N »uc U SPRAY 48 1/2 PiGE E N vHr r„r N PUMP t MOTOR PUMP RATINGS: to • 3/4HP @ 115V CB2 M2 CSR 6 LOOPS 11 G 15.0 F.L.A. s • - �" eLC -K RECIRC UMP RATINGS: o PROJECT Osr PUMP 3/4HP @ 115V r+Nr IM1' F, N MOTOR 15.0 F.L.A. LOCATION z 1 • - • CB3 M3 :1 G is •• mLrr D"` MIXER LIMP RATINGS= .r WW t✓ MOTOR PUMP 3/ F.L.A.@115V z ��--------------- 02q • N CB4 1 G a z TESTHOLEDATA SFRESIDENCE o`cD� 511/2 - � � CI COMP OMP. RATINGS: a 332 �: CONNECTED TO PRIVATE WELL JEU'� 070 WW N MOTOR 1/4HP @ 115V 5 F. SANDY LO .4 L.A. VITAAM ;- � REIT ME PLC C N EL SM)VLL TFM PAN = LOCATION MAP 4g �` W/ HP80 COMPRESSORt7 NOTE: ALL MOTORS �to MUST HAVE INTERNAL MIXED SAND ; V0 X 17 DEEP to OVERLOAD 1'� WITH GRAVEL i SF RESIDENCE ,�„ LRl-Ql LEACHING POOL PR❑TEC (SP) CONNECTED TO PRIVATE WELL `� MI. vr<r S0 X 17 DEEP EXPANSION 17,p� / LEACHING POOL �� 1!<U LRl-Q2 M2 GENERAL NOTES FURS-y 11t TEST HOLE BY SHAWN BARRON M.S. j �� pNDS �AD lLC ,m e ar �� PUOVW vNr NO GROUNDWATER ENCOUNTERED / A 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE TO 1T BELOW GRADE DECEMBER 6, ? �J9 / / / \� ,,,, LRl-Q3 ECIRC RUNNING STANDARDS AND SPECIFICATIONS OF THE LOCAL TOWN,OR VILLAGE AND THE SUFFOLK 2023 @_1:02 PM / / / rwiv W trEl�N M3 rnrr COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. E / G IXER RUNNING Z. BOUNDARY d TOPOGRAPHIC INFORMATION FROM SURVEY BY TWIN FORKS LAND 95E i SURVEYOR DATED DECEMBER 4,2023. CONNECTED TO PRIVATE WEL[ LRl-Q4 SF RESIDENCE: � � � a � �� / � � >eLlr vrrr ♦ / / // / ��M� / J , (WELL&SANITARY IN EXCESS OF h50'+) / 'D � / j'` �� / / / / � �, '� 16 PLC INPUT I ELEVATIONS ARE REFERENCED TO THE NAVD 88 DATUM. 4. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK THE CONTRACTOR IS ADVISED ALL /PROPOSED � / / EX.RETAINING WALL � �v+ �„ AS-1 Pna DTSr"UTION BOX SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE / / / / / / �� TO BE REMOVED I �„ Fn RUN 63 5 6 AUD. CONFORMED ACCORDINGLY IN THE FIELD. NEW ottfTDooR sH / / _ s4+nc / j ( ALARM MUTE 5. A MINIMUM SEPARATION OFTEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES ( (DIRAMS TOG DE),- / h �f HWA VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES,STORM DRAINAGE AND/OR S . t. / hg / / �( y 1 P"' TEST SANITARY LINES OR STRUCTURES. i / �., NEW 11'0 X F DfEEP 7 a ` - o o f ALARM §a DRYWELL ffW') �� h '� O O 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS ` J �� I LIGHT BEFORE COMMENCING WORK 2 / a ReD Duc RED 2 Z j '� c►� / 7. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH / `V/ 1 ' Im -' / /( O % TOWN,COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR a PROPOSED HYDRO-ACTIO / 401� 60 hw ENABLE TEL SHALL BE iRESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. I1 PLC INPUT i 4v 2 Q / 1 2 DEBRIS SHALL NOT BE BURIED ON-SITE. w� 44 + / / ` AN-400 VA OWTS 8. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR e� [t£ EXISTING CESSPOOLS T BFiGUMPED >�u RID TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO ALLOW THE STRUCTURE TO 3 4 WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. .r o 4k �' +�[ � 9S,/ � DRY AND BE REMOVED ACORDANCE CSR 12 PLC INPUT ` EX.SHED TO " WITH THE SCDHS STA RDS V'�`411 14 PLC INPUT 9. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI►28 DAY `�Lk / � � 4v � � �` � � ��'= D / �BE RELOCATED STRENGTH CONCRETE. [D J " ` Q ELECTRIC LMETo61;.' TIME DOSE TAN PLACED IN CONDUF( 17 PLC INPUT / BILL O F MATERIALS DEMAND 10. SANITARY PIPE TO BE SM-35 PVC OR AS SPECIFIED ON PLANS. 11. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED MIRI s AW 1 9 qo PROPOSED Efir MIN. SPRAY TAB AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFFSITE AREAS, q' �� "' s ��f / TERMINAJ1:IT18' rh jW I � r K ABOVEGRADE WITH A PIN DESCRIPTION TY: 18 PLC INPUT �Bfi4?l �,,,, CARBON FILTER PONDS,DRAINAGE INLETS,ETC.THE METHODS AND MATERIALS EMPLOYED IN SF RESIDENCE "�7 dY - -- o HA-180053 AN400,245 NITROGEN REDUCTION COMPLETE 1 NOTES: FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM CONNECTED TO PRIVATE WELL e A 180052 TANK,PREIPUMP 400 1 MAIN PANEL DISC❑NNECT MUST BE PROVIDED BY INSTALLER. TO'THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". (SANITARY IN REAR YARD ¢ t[r B 1300012 KIT,SNG 2 TANK CONNECTING STANDARD Wl B1 DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL. W1 LOCATION UNAVAILABLE) PROPOSED HYDRO-ACTION l REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in-(bs. 12. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTM TO 95%MAXIMUM CO AND A PUMP C 1001110 ASSEMBLY,RE-CIRCULATION 245 COMPLETE 1 FIELD WIRING MUST BE A MINIMUM OF 60•C COPPER WIRE. DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD ON A 36•X 36'X V PC d . .SLAB S PROPOSED GRASS OR PROCTOR TEST. ,�. WITH 6X6 W1.4XW1.4 WWM STONE DRIVEWAY D AN4001-P AN400 W1 PLATFORM COMPLETE l CHANGES TOLERANCES DRAWN BY DATE E EC50-30-L-80-PLC OPS, EC50-30-L-80-PLC 1 13. LOT AREA 21,845 S.F. F DECIMALS c UMCK 11/3/16 SCHEMATIC, ELECTRICA K� PROPOSED GAS SERVICE D =Im=*om*.MD MATERIAL SPECIFICATION 14. THERE ARE NO SURFACE WATERS OR WETLANDS WITHIN 3W OF THE PROPERTY. x SEPTIC PP!'DOCTS INC 'n`Acrl�a 64 AS NOTED j B ANGLES FULL 120105 `o SF RESIDENCE A x• =nrr CONNECTED TO PRIVATE WELL WELL FRONT&SANITARY REAR (LOCATIONS UNAVAILABLE) - • AN4100 245 NITROGEN REDUCTION SYSTEM COMPLETE DRAM BYc A.DAV1S • APPROVED BY. SIGNATURE DATE rtty. IPART# hyar t10II� 05/31/17 O HA-18005 MAINotes: N � 'Al wiring and equipment are to be be provided and installed by the Electrical Cn accadance with the National Electric Code(NEC)and Loci DRAINAGE CALCULATIONS: SITE PLAN Electical Codes. THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PFROVIDE STORAGE SCa-E 1•=30'-0' 'The EC will file all necessary forms and pay al fees for the electrical work shown on FOR A 2'RAINFALL STORAGE TO BE PROVIDED IN I PRECAST these drawings.The contractor will arrange for all inspections and secure a Fire Underwriters certificate which is to be turned over to the owner at the completion ofthe EX DRYWELL.S PROVIDING 42.24 CF/FT OF STORAGE TIHE DESIGN IS „oric ELEC BASED ON THE FOLLOWING RUNOFF COEFFICIENTrS:ROOF 1.0. PANEL 'AN foundation penetrations for entry of directly timed feeders are to be equipped with galvanized steel sleeves. RMC is to be used at al other foundation and floor DRAINAGE AREA 'A' penetrations. /-P57.0-1 STORAGE REQUIRED: _ r 021.65 _ ROOF AREA: 2,566 SF X 1.00 X Tit 2:=427.7 CF 'Furnish and irmbff new service equipment and circuit breakers as shown in these AMP BREAKER -- P55-" - - draWffxj& All panels mid breakers are ID be labeled. The electric panels are to be EXTERIOR RATED JUNCTION BOXj 427.7 CF 142.24 CF/FT-10.1 FEET REQUIRED instated and grounded®accordance with the NEC and Local Electric Codes. BELOW INA SPRINKLER BOX 13N to- 1 'AN switch and outet boxes,junction boxes,and pun boxes instated on the exterior are • • STORAGE PROVIDED: � to be galvanized steel and rated for exterior use. 12 80 CONDUIT 12 AWG OF WIRE IN 314'PVC ;�� I � � CUT AWAY wEw USE 2-8'0 DRYWELLS 6'DEEP EACH=12 FT.>10.11 FT rrt/ 'AN exterior outlets are to be housed in weather proof enclosures. m 15.60 _ (Js-6an] PLC CONTROL PANEL - 020.65 LL W/HP80 COMPRESSOR AIR PUMP - ""] BOTTOM VIEW TOP VIEW 13.74 ELECTRIC RISER DIAGRAM POLYLOK 20"D-sox Rom BOX BOX ACCEPTS: PART NO.3017-20 UGHT COVER PART No.-MM NOT TO SCALE MATERIAL-HDPE HEAVY COVER PART NO.-3017L20 MATE- PART140-3017-43" 2'VENT DATE; 8/12/04 6'TAILRISER PARTN0.3009 THE VENT TO BE TERMINATED WATERTIGHT PLASTIC FRAME A COVER 1T TALL RISER PART NO.3003R12 CARBON FILTER 18'MIN ABOVE GRADE W/APPROVED LOCKING DEVICE TO DEVICE WEIGH 60 LBS.MIN.OR SECONDARY CONCRETE COVER 2z45157-" PROVIDE END CAP TYPE LEVELING SAFETY LIDS/DEVICES TO BE PROVIDED TRAFFIC - -- F.F.IEL 38.0 18'MIN. DEVICES AT OUTLETS BEARING SLAB EL 36.0 E L 36.0 EL 36.0 36.2 /EL 35.5 16 io 2.045.08cm HEALTH DEPARTMENT APPROVAL STAMP INSTALL DUMMY RINGS OR DOME AS CL.TO CL SIDE CUT OUT CLEANtOUT MV.EL 33.8 7 MAX NECESSARY TO BRING PROPOSED I'MIN. 8'MIN. s°" TYP.40 PLCS.] TO ACCEPT MEL 3 .8 INV.EL.33.5 STRUCTURE TO GRADE POLYLOK SEAL PRr.NO.3001 _ ��, +01 TYP.40PLCS. REVISIONS �'LL'�'6 Z'VENT TO VA UNIT -- ALL LEACHING POOLS SHALL 4'PVC WASTE EL 33.2 4'PVC 3 MIN. 13.s1 8.00(P0.32cm C SANITARY WASTE PIPE INV.E L 33.9 (35.3ao] � CED A ,., ,., cl ro cL.] PITCH 1/4 INCH PER FOOT �, N LINE PITCH 118 r►K TUN. PITCH 118 COLLAR n j l �\ INV.EL 332 LEACHING SOILS AS APPROVED ci Lei INCH PER 20 INCH PER = BY THE SCDHS. IN THE EVENT 3.1s FOOT FOOT a POOR LEACHING MATERIAL IS (e Dan] 15'(7 MIN.) ENCOUNTERED,EXCAVATION IS 28.5 LL TO BE CONTINUED TO (I V MIN v�vw 31' .) EL POLYLOK 3017-20H6 20' U- l ROUND SEPTIC DISTRIBUTION 4-- 5SUITABLE MATERIAL AND t PROPOSED HYDRO-ACTIONMIN. BOX OR APPROVED EQUAL corn CKFILLED GS�^B° POLYLOK 3017-20H6 20" ROUND SEPTIC DISTRIBUTION BOX DETAIL aN woo VA owns F1.212 REQUIRED. NOT TO SCALE DISTRIBUTION 8'DIAMETER NTO HYDRO-ACTION AN-400 DETAIL BOX DETAIL z s MIN.PENETRATION RAT LEACHING SAND AND GRAVEL STRATA S.C.T.M.: DIST.1000 SEC.18 BLK.1 LOT.5 HIGHEST EXPECTED GROUNDWATER " p00L DETAIL EL5.9 PER USGS WELL S16787.1 Scale:AS SHOWN Condon Engineering, P.C. KEATING RESIDENCE SANITARY SEPTIC SYSTEM PROFILE g Plans are prepared by Cordon Ergineening,P.C. I is a violation of the Newyork State 1755 Sigsbee Road 695 YOUNG'S ROAD NOT TO SCALE Education Laver,Article 145,Section 7209,for any person unless acting under the direction ofa Drawn by.JJC ORIENT NY OF licensed Professional Engineer,Architect,or lard Surveyor,tD after arty item in any way.I an Mat ituck, New York 11952 item bearing the seat of an Engineer'Architect or Land surveyor is altered'the aterinng (631)298-1986 (631)298-2651 fax Engineer, follow, by d Surveyor hersignature affix a the Rem hhafte seal and the notation Date:lrzsn024 SANITARY PLAN 'Alered by'fonowed by his/her signature and the date d such aleratiors,and a specific WWW.COndOnenglneefing.COm description d the aleration. 2X4 POST (3)2X4 POST I n n n n 2 2X10 HDR. I I I I I I I II it II II 2X4 POST I I I I I I I I III II II II OFFICE 1)°� I I BEDROOM I I I I X I O 1:>J ally II Ii II jr II I I II IX F- J II II N II Ir 0 o II II N II 'N WII W II II II ml(W I LOAD BEARING 11 II I WALL UP TO RIDGE. OATH. CEIL. 11 2X12 RIDGE 11 I I I I I—_ 2X10 RR @ 16'O.C. o (2)2X8 DR (2)13! 1 0 2X4 POST UTILITY r o �— — — — — I 2X4 POST I )2X4 POST I I NEW 1 -IF SHOWER our000R -t —D —r W co N PULL DOWNSTAIRS I I I RAMP II J 1-D (2)2X8 HDR 2 2 (2)13/4'X 71l4'LVL 2X4 POST 4 POST NEW io ' d w p w BATHROOM Ir I. VESTIBULE �' I o' En NEW HARDWOOD = 1 r Q Q FLOORING TYP. X N > z I FC) I 2 13/4'X 91/4'LVL 2 2X8 HD R 4X4 P.T.POST (2)13/4'X 91f1'LVL W COORDINATE REMOVAL OF WALL o o �e dommow— ITH STRUCTURAL DETAILS 0 2X4 POST (3)2X4 1ST. STAI IS ' 0 EXIST CELLAR DOOR UF TO 2ND FL PAIR ALL FLOORS IN O Z RE AREAS OF REMOVAL EXIST. { Z BATHROOM o' NEW SCREENED PORCH 6 X O W � lL i0 J CL ED' O ch G N + Q. o � J� V HSS 311r X 311r X 3/r COLUMN COORDINATE REMOVAL OF WALL I'I PROVIDE STEEL `' WITH STRUCTURAL DETAILS I Z1 . SADDLE FOR EX BEAM N 1 oN) POST _ __ _ _ _ _ _ _ __ _ —V=8K )\�SS — �- - - - - �� 8 EXIST. V1f8X40 STL BEAM — — — I i EX BEAM CHIMNEY 31/2"X 311r X 31r COLUMN u� m I 2)174'X 9112'LVL ' V co < 1 \1-4X4 P.T.POST(T1fP.) EXISIG LIVING ROOMof I &�XIORR@16'O.C. I EXISTINGO 1 1 w l O , AII HSS 3 Irr X 31/2"X 3fr COLUMN 00 REVISIONS ® KITCH EN N O KITCHEN STEEL CABLE FRAIL TYP. Plans are prepared by Condon Engineering,P.C. It is a violation of the New Yak State ' Education Law,Article 145,Section 7209,for any person unless acting under the l direction of a licensed Professional Engineer,Architect or Land Surveyor,Io after any '`•�// item in any way.If an item bearing the seal of an Engineer,Architect or Land Surveys is altered,the altering Engineer,Architect or Land Surveys shall affix to the item hisRler ' ' •`l seal and the notation'Altered by'followed by hiSer signature and the date of such afterabons,and a specific description of the alteration. Scale:l/4'=V-0• Condon Engineering, P.C. KEA,TING RESIDENCE g 695 YOUNG'S ROAD Drawn b .JJC 1755 Sigsbee Road ORIENT, NY Y Mattituck, New York 11952 (631)298-1986 (631)298-2651 Fax SECOND FLOOR / Date:2/14/2024 www.condonenginee6ng.com ROOF FRAMING PLAN