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HomeMy WebLinkAbout50739-Z �o��oF SOpTyo�o Town of Southold * * P.O. Box 1179 �0 53095 Main Rd CONNTMd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46038 Date: 03/14/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 920 Kimberly Ln Southold, NY 11971 Sec/Block/Lot: 70.-13-20.15 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 03/15/2024 Pursuant to which Building Permit No. 50739 and dated: 05/23/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single family dwelling with finished basement storage and covered entry as applied for. The certificate is issued to: Jay Mandelbaum,Lauren Gordon Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22-0700 2/10/2025 ELECTRICAL CERTIFICATE: 50739 03/03/2025 PLUMBERS CERTIFICATION: Derek Hennes e 01/07/2025 A on ed i ature ofFot,rco TOWN OF SOUTHOLD oy BUILDING DEPARTMENT N TOWN CLERK'S OFFICE "o • SOUTHOLD, NY Al 0 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#: 50739 Date: 5/23/2024 Permission is hereby granted to: Mandelbaum, Jay 1107 Fifth Ave Apt 7N New York, NY 10128 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 920 Kimberly Ln, Southold SCTM #473889 Sec/Block/Lot# 70.-13-20.15 Pursuant to application dated 3/16/2024 and approved by the Building Inspector. To expire on 11/22/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,195.00 CO-NEW DWELLING $100.00 Total: $1,295.00 Building Inspector pF SO(/l�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G OQ Southold,NY 11971-0959 �0 �yOUNTY,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Jay Mandelbaum Address: 920 Kimberly Ln City: Southold St: NY Zip: 11971 Building Permit#: 50739 Section: 79 Block: 13 Lot: 20.15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Platinum East Electric License No: 38973ME SITE DETAILS Office Use Only Indoor Wel Basement 57-- Service Solar 1— Outdoor r 1st Floor fv Pool r Spa r Renovation 17' 2nd Floor We Hot Tub F Generator Survey r Attic [✓ Garage Battery Storage r INVENTORY Service 1 ph r Heat Duplec Recpt 58 Ceiling Fixtures 16 Bath Exhaust Fan 3 Service 3 ph [ Hot Water Gas GFCI Recpt 7 Wall Fixtures 11 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 48 CO Detectors Sub Panel A/C Blower 2 Range Recpt 50A Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights 1 Dryer Recpt Gas Emergency Strobe Heat Detectors 1 Disconnect Switches 43 4'LED Exit Fixtures Other Equipment: Fridge, Mini Fridge, Oven, DW, W/D, Hood, Micro, Septic Disco, 200A Panel Notes: New Two Story w/ Finished Basement Inspector Signature: X �. Date: March 3, 2025 Sean Devlin Electrical Inspector sean.deviin(a)-town.southold.ny.us 920KimberlyHouse Town Hall Annex �` Telephone(631) 765-1802 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 F7 ` i, � if � � 1Jr 4� a �L21r •..�'•.l BUILDING DEPARTMENT TOWN OF SOUTHOLD € JAN 7 2025 ;. CERTIFICATION Date oZ,s Building Permit No. J o � 3 1 Owner: PT e- UJV\ J� /_(Please print) Plumber: kJ e-rC k Ye-Il A C ! ,S e y (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day oQ0,0 U,QLr 1 20 a5 Notary Public, County CONNIE D.BUNCH Notary Public,State of New York No.0 1 BU6185050 Oualified in Suffolk County 2 Commission Expires April 14, ��. ,� # # 7 LD BUILDING DEPT. TO / 4Nso OF OUTHO �o 000rm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ _] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] -FIREPLACE& CHIMNEY [ ] FIRESAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT.PENETRATION ELECTRICAL (ROUGH) f ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: T-0 cq-r DATE_ a 2 INSPECTOR. ✓ pF SOUT,�°�o TOWN OF S.OUTHOLD BUILDING DEPT. couto, ' 631-765-1802 4N-s-PEc-__ lo'N [ N1DATION 1 ST/ REBAR [ R GH PLBG. [ F NDATION 2ND INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [- ] FIREPLACE&.CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] 'FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O . [. ] RENTAL REMARKS: (o Z_ DATE INSPECTO SOGIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. Urm, 631-765-1802 INSPECTION-- FOUNDATION 1ST/ REBAR [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ -] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O , [ ] RENTAL REMARKS: DATE INSPECTOR laf so Zyk # # TOWN OF SOUTHOLD BUILDING DEPT. / um,�' 631-765-1802 -- INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] 'FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] .PRE C/O [ ] RENTAL REMARKS: 1A.,Z - -;t:�W/ gAW4eV mom 0� 4,x &tp 61- DATE INSPECTOR, SO(/ThO6 - # # TOWN OF SOUTHOLU BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ } FOUNDATION 2ND [ ] -I LATIOWCAULKING [ ] FRAMING/STRAPPING [ .FINAL N i� [ ] FIREPLACE & CHIMNEY [ .] FIRE SAFETY INSPECTION [ ]. FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] -PRE C/O [ ] RENTAL REMARKS: 1 l � y myll44� S SIM l� wo" ro (if Vl,, #irx W IA CAS ` DATE Z INSPECTOR n I : `f � l .,...�--:t'.L.�'-�°-'^".a,:���e' �„.e_:�-'��e..•..o,:.rl�..r.�d a,.,.� a.?��'�..a,.. -..c�3. March 3rd, 2025 To Whom It May Concern, Regarding Building permit#50739, 920 Kimberly Lane, Southold NY 11971 Soil Stabilization #236: The property will be topsoiled and seeded promptly as soon as weather turns conducive for plantings to take hold and grow. Any questions,please don't hesitate to reach out to me at my office 631-298-7900. 11 T nk you in Advance, rP r . fir Rachel Terry Office Manager, North Fork Woodworks,Inc. ._ MAR - 3 2025 1 PO Box 1407 Southold NY 11971 * Telephone: 631.298.7900 * Fax: 631.298.7899 * nfwwinc@aol.com • 1 Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections R402.41.2 and R403.3.4 Address of Test 920 Kimberly Ln,Southol , 7 y i' Test Date 2/5/2025 Building Permit#: 50739 F9,7pliance Pathway Performance Test Completed by: Chistopher Silvia F E B 2 6 2025 RESNET Rater ID# 4150294 Home Energy Solutions iF: NATE ID# 187 East Main Street [' 's.a . f l'i,i£PJ`2tl ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if. Floor . Area Volume Conditioned Basement Basement 617 6065 ❑ Conditioned.Crawl Space lSt 940 8460 ❑✓ Sealed Attic nd 2 940 8770 *The conditioned floor area of dwelling is calculated in 3rd accordance with ANSI Z765,except that conditioned floor Attic 6235 a rea_iacLudes areas w ere the ceiling height is less than 5 Total Volume 29530 CFM @50 pa 609.9 Air changes 50 pa 1.24 Code Compliance: Pass -Duct Tightness: Post Construction T otal 4tict Leakage System-1: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa n/a CFM/100 ftZ CFA n/a Code Compliance: Exempt System-2: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa n/a CFMI100 ftZ CFA n/a Code Compliance: Exempt System-3: Duct Location Floor Area Leakage CFM @ 25pa CFMI100 ftZ CFA Code Compliance: All building envelope tightness has been verified and:conducted in accordance with RESNET/ICC 380 ASTM E779 or ASTM E1827,as required by 2018 IECC as amended by the 2020 New York State Supplement, section R402.4.1.2. The building duct and plenum system has been verified as required by.the 2018 IECC as amended by 2020 New York State Supplement,Section R403.3.4. Signature: " Date: 2/5/2025 Christopher Silvia,Home Energy Solutions W East End Insulation L.L.C. 1977 Main Road, Laurel NY 11948 CERTIFICATE OF INSULATION AMERICAN CHEMISTRY DATE OF INSTALLATION:04/22/2024 COUNCIL HIGH PRESSURE SPF ID# DATE OF FIRE BLOCK INSTALLATION:04/20/2024 000012223 DATE OF DC315 THERMAL BARRIER INSTALLATION:05/28/2024 SUFFOLK LIC#H-59538 SHELTER ISLAND LIC# 1444R LOG_ Insulation Type Inphes _ PROJECT INFO EXTERIOR WALLS 2LB Closed Cell 2 Nominal Inches R-28 Spray Foam& @ R-7 Per Inch BUILDING PERMIT#50739 R-13 Un-faced Batt NorthFork Woodworks Inc. ------------------------------------------------------------------------------------------------------------------------- ROOF 0.5LB Open Cell 10 Nominal Inches R-38 Mandelbaum Spray Foam @ R-3.8 Per Inch ------------------------------------------------------------------------------------------------------------------------- 920 Kimberly Lane BOX BEAM RIM 2LB Closed Cell 3 Nominal Inches R-21 JOIST Spray Foam @ R-7 Per Inch - ------------------------------------------------------------------------------------------------------------------------ Southold NY 11971 BASEMENT 2LB Closed Cell 2 Nominal Inches R-14 FOUNDATION Spray Foam @ R-7 Per Inch WALLS ------------------------------------------------------------------------------------------------------------------------- BASEMENT 3" Rockwool AFB 3" R-15 CEILING 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. i D Job: 920 Kimberly Lane +� wrightsoft Load Short Form �. NOV - 7 2024 � 'j Date: 10/4/24 Entire House By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.co ri 1719%i.`3 ' by. L a r� {. '�.t ...7�..r.d Project For: 920 Kimberly Lane,Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (13tuh) (cfm) (cfm) AH1_1st Floor 940 14075 10402 800 800 AH2_2nd Floor 940 17380 14489 800 800 Ductless System 627 7487 3200 300 300 Entire House 2507 38942 27821 1900 1900 Other equip loads 7041 990 Equip. @ 1.00 RSM 28811 Latent cooling 4320 TOTALS I 2507 I 45984 I 33131 I 1900 I 1900 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -pp- wrtglhtsoft- 2024-Oct-0811:26:53 ,` 47- ,... .« .�e„r Right-Suite®Universal 2023 23.0.05 RSU20822 Page �+� ...\Wrightsoft HVAC\920 Kimberly Lane_Southold.rup Calc=MJ8 Front Door faces: E 1N1.1htSOff 9 A Load Short Form Job: 920 Kimberly Lane Date: 10/4/24 AH1_1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 920 Kimberly Lane,Southold, NY 11971 Design Information Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model SUZ-KA24NAHZ Cond SUZ-KA24NAHZ AHRI ref 211273651 Coil SVZ-KP24NA* AHRI ref 211273651 Efficiency 8.4 HSPF2 Efficiency 9.9 EER2, 16 SEER2 Heating input Sensible cooling 16800 Btuh Heating output 28800 Btuh @ 47°F Latent cooling 7200 Btuh Temperature rise 33 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm, Air flow factor 0.057 cfm/Btuh Air flow factor 0.077 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point=1 °F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Kitchen/GreatRm 910 13056 10039 742 772 Pwdr Rm 30 1019 363 58 28 AH1_1st Floor 940 14075 10402 800 800 Other equip loads 2245 316 Equip.@ 1.00 RSM 10718 Latent cooling 2215 TOTALS I 940 I 16320 I 12933 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrightsoft^ 2024-Oct-0811;26:53 ^'� ..,..+N•- �•-- Right-Suite®Universal 2023 23.0.05 RSU20822 Page ...\Wrightsoft HVAC1920 Kimberly Lane_Southold.rup Calc=MJ8 Front Door faces: E +� wrightsofta Load Short Form oa: 10an4 bet lane AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 920 Kimberly Lane,Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model SUZ-KA24NAHZ Cond SUZ-KA24NAHZ AHRI ref 211273651 Coil SVZ-KP24NA* AHRI ref 211273651 Efficiency 8.4 HSPF2 Efficiency 9.9 EER2, 16 SEER2 Heating input Sensible cooling 16800 Btuh Heating output 28800 Btuh @ 47-F Latent cooling 7200 Btuh Temperature rise 33 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.055 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.85 Capacitybalance point=7°F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftiz) (Btuh) (Btuh) (cfm) (cfm) 2nd FI Hall 144 1786 1345 82 74 Bath 2 52 744 712 34 39 Bedroom 2 278 5005 3851 230 213 Laundry Clst 35 389 679 18 37 Master Bath 109 2120 1034 98 57 Master Bedroom 260 4994 3837 230 212 OTB 64 2342 3030 108 167 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4$1- wrightsoftl 2024-Oct-0811:26:53 .. ,., ..� Right-Suite®Universal 2023 23.0.05 RSU20822 Page 3 Arm ...\Wrightsoft HVAC\920 Kimberly Lane_Southold.rup Calc=MJ8 Front Door faces: E AH2_2nd Floor 940 17380 14489 800 800 Other equip loads 2772 390 Equip. @ 1.00 RSM 14879 Latent cooling 2587 TOTALS I 940 I 20152 l 17465 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti '> Wrtghtsof-V 2024-Oct-0811:26:53 rr.. .. ., . ...�r.q Right-Suite®Universal 2023 23.0.05 RSU20822 Page +� ...\Wrightsoft HVAC\920 Kimberly Lane_Southold.rup Calc=MJ8 Front Door faces: E 9 Load Short Form Job: 920 Kimberly Lane wrl ht-softe Date: 10/4/24 Ductless System By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 920 Kimberly Lane,Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MUZ-GS09NA*** Cond MUZ-GS09NA*** AHRI ref 207679242 Coil MSZ-GS09NA*** AHRI ref 207679242 Efficiency 10.9 HSPF2 Efficiency 15.4 EER2,28.4 SEER2 Heating input Sensible cooling 6300 Btuh Heating output 10900 Btuh @47°F Latent cooling 2700 Btuh Temperature rise 33 °F Total cooling 9000 Btuh Actual air flow 300 cfm Actual air flow 300 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.094 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.69 Capacitybalance point=16'F ROOM NAME Area Htg load Clg load Htg AVF CIg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Basement 627 7487 3200 300 300 Ductless System 627 7487 3200 300 300 Other equip loads 2024 285 Equip. @ 1.00 RSM 3485 Latent cooling 1541 TOTALS I 627 I 9511 I 5026 I 300 I 300 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrights®ft 2024-Oct-08 11:26:63 .. .,4.....�,.a,.q Right-Suite®Universal 202323.0.05RSU20822 Pages Ica- ...lwrightsoft HVACl920 Kimberly Lane_Southold.rup Calc=MJ8 Front Door faces: E Basement 10x4 10x4 6 x 44 4x12 Utility Rm 6x12 14 x 12 300 cfm 300 cfm 8x12 I 4 x 1-2 Basement 10x4 I i I 4x12 I 10x4 Job#: 920 Kimberly Lane Home Energy Solutions Inc. Scale: 1 : 59 Performed by Katelyn Maieski for: Page 1 187 East Main Street Ri g h t-S ui te®Universal 2023 920 Kimberly Lane Huntington,NY 11743 23.0.05 RSU20822 Southold,NY 11971 Phone:631-673-0664 2024-Oct-08 11:27:10 gdlamay3@gmail.com ...C\920 Kimberly Lane_Southold.rur 1 1 st Floor C"I'129 cfm "4,129 cfm Csk 58 cfm Pwdr Rm 129 cfm 129 cfm Kitchen/GreatRm 129 cfm 129 cfm 800 cfm Job#: 920 Kimberly Lane Home Energy Solutions Inc. Scale: 1 :59 Performed by Katelyn Maieski for: Page 2 187 East Main Street Right-Suite®Universal 2023 920 Kimberly Lane Huntington,NY 11743 23.0.05 RSU20822 Southold,NY 11971 Phone:631-673-0664 2024-Oct-08 11:27:10 gdlamay3@gmail.com ...CX920 Kimberly Lane_Southold.rup li 2nd Floor 115 cfm 7 " Master Bath 98 cfm Master Bedroom , 4 x 2 611 7 'r ., 115 cfm 327 cfm 6.x 1 115 cfm 6 711 167.cf 531 cfi n OTB Bedroom.2 Bath-2 II '39 cfm 4 r, �Laundrty;C 2n 11 d F1 Hall 5 „ 82 cf 14.x.12 12 x 12 Job#: 920 Kimberly Lane Home Energy Solutions Inc. Scale: 1 : 59 Performed by Katelyn Maieski for: Page 3 187 East Main Street IZght-S uite@ Universal 2 02 3 920 Kimberly Lane Huntington,NY 11743 23.0.05 RSU20822 Southold,NY 11971 Phone:631-673-0664 2024-Oct-08 11:27:10 gdlamay3@gmail.com ...Ck920 Kimberly Lane_Southold.rup Manual S Compliance Report Job: 920 Kimberly Lane - - wrightsoft° epor Date: 1014/24 AH 1 1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 920 Kimberly Lane,Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 10718 Btuh Entering coil DB: 75.5'F Outdoor design WB: 71.2°F Latent gain: 2215 Btuh Entering coil WB: 63.1°F Indoor design DB: 75.0°F Total gain: 12933 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: SUZ-KA24NAHZ+SVZ-KP24NA` Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 157%of load Latent capacity: 7200 Btuh 325%of load Total capacity: 24000 Btuh 186%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 16320 Btuh Entering coil DB: 68.4°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: SUZ-KA24NAHZ+SVZ-KP24NA" Actual airflow: 800 cfm Output capacity: 28800 Btuh 176%of load Capacity balance: 1.1 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Meets all requirements of ACCA Manual S. wrlghtsoiFt^ 2024-Oct-0811:26:53 .».•, .rs,.�. Right-Suite®Universal 2023 23.0.05 RSU20822 Page ACM ..\Wrightsoft HVAC\920 Kimberly Lane_southold.rup Calc=MJ8 Front Door faces: E Manual S Compliance Report Job: 920 Kimberly Lane +�- wrightsoft® P Date: 10/4124 AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 920 Kimberly Lane,Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 14879 Btuh Entering coil DB: 76.4°F Outdoor design WB: 71.2°F Latent gain: 2587 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 17465 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: SUZ-KA24NAHZ+SVZ-KP24NA" Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 1131/6 of load Latent capacity: 7200 Btuh 278%of load Total capacity: 24000 Btuh 137%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 20152 Btuh Entering coil DB: 67.6°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: SUZ-KA24NAHZ+SVZ-KP24NA" Actual airflow: 800 cfm Output capacity: 28800 Btuh 143%of load Capacity balance: 6.6 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Meets all requirements of ACCA Manual S. wrightsoft 2024-Oct-08 11:26:53 Right-Suite®Universa1202323.0.O5RSU20822 Page \Wrightsoft HVAC\920 Kimberly Lane_Southold.rup Calc=MA Front Door faces: E Manual S Compliance Report Job: 920 Kimberly Lane wrightsoft® epor Date: 10/4/24 Ductless System By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 920 Kimberly Lane,Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0*F Sensible gain: 3485 Btuh Entering coil DB: 76.1°F Outdoor design WB: 71.2°F Latent gain: 1541 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0*F Total gain: 5026 Btuh Indoor RH: 50% Estimated airflow: 300 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MUZ-GS09NA***+MSZ-GS09NA*** Actual airflow: 300 cfm Sensible capacity: 6300 Btuh 181%of load Latent capacity: 2700 Btuh 175%of load Total capacity: 9000 Btuh 179%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 9511 Btuh Entering coil DB: 64.5°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MUZ-GS09NA***+MSZ-GS09NA*** Actual airflow: 300 cfm Output capacity: 10900 Btuh 115%of load Capacity balance: 16 *F Supplemental heat required: 0 Btuh Economic balance: -99 °F Meets all requirements of ACCA Manual S. wrtghtsoft' 2024-opt-0611:26:53 . ...,. ..m, 4 Right-Suite®Universal 2023 23.0.05 RSU20822 Page ...\Wrightsoft HVAC\920 Kimberly Lane_Southold.rup Calc=MJ8 Front Door faces: E Duct System Summary Job: 920 Kimberly Lane wrigfltsoft° Date: 10/4/24 AH 1_1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 920 Kimberly Lane,Southold, NY 11971 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.34 in H2O 0.34 in H2O Available static pressure 0.26 in H2O 0.26 in H2O Supply/return available pressure 0.188/0.072 in H2O 0.188/0.072 in H2O Lowest friction rate 0.078 in/100ft 0.078 in/100ft Actual air flow 800 cfm 800 cfm Total effective length(TEL) 333 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Mall Ln(ft) Ln(ft) Trunk Kitchen/GreatRm c 1673 124 129 0.078 6.7 4x 10 ShMt 31.3 210.0 st2A Kitchen/GreatRm-A c 1673 124 129 0.087 6.6 4x 10 ShMt 26.0 190.0 st3 Kitchen/GreatRm-B c 1673 124 129 0.104 6.3 12x4 ShMt 30.7 150.0' st2 Kitchen/GreatRm-C c 1673 124 129 0 0 4x 0 ShMt 0 0 KitchenlGreatRm-D c 1673 124 129 0.089 6.6 4x 10 ShMt 11.3 200.0 st3 KitchenlGreatRm-E c 1673 124 129 0.093 6.5 4x 10 ShMt 11.7 190.0 st2 Pwdr Rm h 1019 58 28 0.084 4.9 4x 6 ShMt 33.3 190.0. st3A Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st2 Peak AVF 371 386 0.078 579 10.1 12 x 8 ShtMetl st2A Peak AVF 124 129 0.078 386 6.7 12 x 4 ShtMetl st2 st3A Peak AVF 58 28 0.084 174 4.9 12 x 4 ShtMetl st3 st3 Peak AVF 305 285 0.084 611 9.1 12 x 6 ShtMetl Return Branch Detail Table Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox0 800 800 91.7 0.078 686 13.3 12x 14 ShMt Wr'Ight`SOft- 2024-oat-0811.26:54 Right-Suite®Universal 2023 23.0.05 RSU20822 Page 1 ACM ...1Wrightsoft HVAC1920 Kimberly Lane_Southold.rup Calc=MJ8 Front Door faces: E Duct System Summary Job: 920 Kimberly Lane WriQhtSOft® Date: 10/4/24 AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 920 Kimberly Lane,Southold, NY 11971 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.32 in H2O 0.32 in H2O Available static pressure 0.48 in H2O 0.48 in H2O Supply/return available pressure 0.282/0.198 in H2O 0.282/0.198 in H2O Lowest friction rate 0.092 in/100ft 0.092 in/100ft Actual air flow 800 cfm 800 cfm Total effective length(TEL) 522 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln (ft)� Trunk 2nd FI Hall h 1786 82 74 0.180 5.0 Ox 0 MtFx 11.7 145.0 st1 Bath 2 c 712 34 39 0.136 4.0 Ox 0 MtFx 16.3 190.0 st1 Bedroom 2 h 2503 115 106 0.161 6.0 Ox 0 MtFx 19.7 155.0 st1 Bedroom 2-A h 2503 115 106 0.134 6.0 Ox 0 MtFx 30.3 180.0 st1 Laundry Clst-A c 679 18 37 0.184 4.0 Ox 0 MtFx 8.3 145.0; st1 Master Bath h 2120 98 57 0.103 6.0 Ox 0 MtFx 33.7 240.0- st1A Master Bedroom h 2497 115 106 0.092 7.0 Ox 0 MtFx 40.9 265.0, st1 B Master Bedroom-A h 2497 115 106 0.101 7.0 Ox 0 MtFx 35.0 245.0 st1A OTB c 3030 108 167 0.139 7.0 Ox 0 MtFx 22.0 180.0. st1 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st1 B Peak AVF 115 106 0.092 345 6.2 12 x 4 ShtMetl st1A st1A Peak AVF 327 269 0.092 655 9.2 12 x 6 ShtMetl st1 st1 Peak AVF 800 800 0.092 800 12.9 12 x 12 ShtMetl -f�- wright_soft- 2024-Oct-0811:26:54 Right-Suite®Universal 2023 23.0.05 RSU20822 Page 2 ��+� ...mrightsoft HVAC\920 Kimberly Lane_Southold.rup Calc=MJ8 Front Door faces: E TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 327 269 215.7 0.092 655 9.2 12x 6 ShMt rt1 rb4 Ox 0 473 531 162.3 0.122 637 10.4 12x 10 ShMt rt1 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt1 Peak AVF 800 800 0.092 686 12.9 12 x 14 ShtMetl WI'19t9tSQfC 2024-Oct-08 11:26:54 Right-Suite@)Universal 202323.0.05RSU20822 Page �+ ...\Wrightsoft HVAC\920 Kimberly Lane_Southold.rup Calc=MJB Front Door faces: E Load Short Form Job: 920 Kimberly Lane wrlghtsoft° Date: 10/4124' Entire House By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 920 Kimberly Lane, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 8tuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF CIg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) AH1_1st Floor 940 14075 10402 800 800 AH2_2nd Floor 940 17380 14489 800 800 Ductless System 627 7487 3200 300 300 Entire House 2507 38942 27821 1900 1900 Other equip loads 7041 990 Equip. @ 1.00 RSM 28811 . Latent cooling 4320 TOTALS l 2507 I 45984 I 33131 I 1900 l 1900 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr,bghtsof 2024-0ct-08 11:26:53 Right-Suite®Universal 2023 23.0.05 RSU20822 Page 1 )� ...\Wrightsoft HVACk920 Kimberly Lane_Southold.rup Calc=MJ8 Front Door faces: E wrightsoft° Load Short Form Date: 920 i berly Lane A H 1_1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 920 Kimberly Lane, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 64 9 Fireplaces 0 Daily range - M Inside humidity (%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model SUZ-KA24NAHZ Cond SUZ-KA24NAHZ AHRI ref 211273651 Coil SVZ-KP24NA* AHRI ref 211273651 Efficiency 8.4 HSPF2 Efficiency 9.9 EER2, 16 SEER2 Heating input Sensible cooling 16800 Btuh Heating output 28800 Btuh @ 47°F Latent cooling 7200 Btuh Temperature rise 33 *F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Airflow factor 0.057 cfm/Btuh Air flow factor 0.077 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Ca pacity ba lance point 1 °F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Kitchen/GreatRm 910 13056 10039 742 772 Pwdr Rm 30 1019 363 58 28 AH1_1st Floor 940 14075 10402 800 800 Other equip loads 2245 316 Equip. @ 1.00 RSM 10718 Latent cooling 2215 TOTALS I 940 I 16320 I 12933 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w rights soft- 2024-Oct-08 11:26:53 Right-Suite®Universal 2023 23.0.05 RSU20822 Page 2 /�iC� ...\Wrightsoft HVAC\920 Kimberly Lane_Southold.rup Calc=MJ8 Front Door faces: E - ° wrightsoft$ Load Short Form Job: a e: 10 42a Kimberly Lane A H2 2n d Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 920 Kimberly Lane, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db (OF) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (OF) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference (gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi.Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model SUZ-KA24NAHZ Cond SUZ-KA24NAHZ AHRI ref 211273651 Coil SVZ-K024NA* AHRI ref 211273651 Efficiency 8.4 HSPF2 Efficiency 9.9 EER2, 16 SEER2 Heating input Sensible cooling 16800 Btuh Heating output 28800 Btuh @ 47°F Latent cooling 7200 Btuh Temperature rise 33 OF Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.055 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.85 Capacitybalance point=7 OF ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) 2nd FI Hall 144 1786 1345 82 74 Bath 2 52 744 712 34 39 Bedroom 2 278 5005 3851 230 213 Laundry Clst 35 389 679 18 37 Master Bath 109 2120 1034 98 57 Master Bedroom 260 4994 3837 230 212 OTB 64 2342 3030 108 167 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WP'1�gI1tSOf$" 2024-Oct-08 11:26:53 Right-Suite®Universal 202323.0.05RSU20822 Page /9CC� ...\Wrightsoft HVAC1920 Kimberly Lane_Southold.rup Calc=MJ8 Front Door faces: E AH2_2nd Floor 940 17380 14489 800 800 Other equip loads 2772 390 Equip. @ 1.00 RSM 14879 Latent cooling 2587 TOTALS I 940 I 20152 I 17465 I 800 I 800 i i Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wright50ft" 2024-Oct-0811:26:53 „` Right-Suite®Universal 2023 23.0.05 RSU20822 'Page4 .AM ...Xv ightsoft HVAC\920 Kimberly Lane_Southold.rup Calc=MJ8 Front Door faces: E Job: 920 Wrightsoft. Load Short Form Date: 10 4 24 Kimberly Lane Ductless System By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 920 Kimberly Lane, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 64 9 Fireplaces 0 Daily range - M Inside humidity (%) 35 50 Moisture difference (gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MUZ-GS09NA*** Cond MUZ-GS09NA*** AHRI ref 207679242 Coil MSZ-GS09NA*** AHRI ref 207679242 Efficiency 10.9 HSPF2 Efficiency 15.4 EER2,28.4 SEER2 Heating input Sensible cooling 6300 Btuh Heating output 10900 Btuh@47°F Latent cooling 2700 Btuh Temperature rise 33 °F Total cooling 9000 Btuh Actual air flow 300 cfm Actual air flow 300 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.094 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.69 Capacity balance point= 16°F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Basement 627 7487 3200 300 300 Ductless System 627 7487 3200 300 300 Other equip loads 2024 285 Equip. @ 1.00 RSM 3485 Latent cooling 1541 TOTALS I, 627 I 9511 I 5026 I 300 I 300 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t wrig 1$S®1t, 2024-Oct-08 11:26:53 �'ti ..,a-, .. e, Right-Suite®Universal 2023 23.0.05 RSU20822 Pages Arm ...\Wrightsoft HVAC\920 Kimberly Lane_Southold.rup Calc=MJ8 Front Door faces: E I Basement y 10x4. 10x4 6x4 4x12 Utility Rm 6x12 14 x 12 300 cfm 300 cfm 8x12 }. I . I 4 x 1,2 Basement 10x4 I � I 4x12 I 1.0x4 Job#: 920 Kimberly Lane Home Energy Solutions Inc. Scale: 1 : 59 Performed by Katelyn Maieski for: Page 1 187 East Main Street Ri g ht Suite®Universal 2023 920 Kimberly Lane Huntington,NY 11743 Southold,NY 11971 23.0.05 RSU20822 Phone:631-673-0664 2024-Oct-08 11:27:10 gdlamay3@gmail.com ..C\920 Kimberly Lane_Southold.rur i • I 1st Floor 129, cfm 12Cw 9'cfm 58 cfm gPwdr Rm 129 afm T„ w x x - y ^ 129wcfm „ Kitc:h a n/G re at.R m, 129.M1cfm . : ,129 cfrn m 3 00 cfm c ^ e t n 6 w. - I Job#: 920 Kimberly Lane Home Energy Solutions Inc. Scale: 1 : 59 Performed by Katelyn Maieski for: Page 2 187 East Main Street Right-S cite@ Universal 2023 920 Kimberly Lane Huntington,NY 11743 Southold,NY 11971 23.0.05 RSU20822 Phone:631-673-0664_ 2024-Oct-08 11':27:10 gdlamay3@gmail.com :..C\920 Kimberly Lane_Southold.rup i 2nd Floor 115 cfm 711 Master Bath 98 cfm Master Bedroom 4 x 2 611 9 7 " 115 cfm 6x119. 327 cfm 6x12 I ------------ 115 cfmT 6 rr 711 167 cf 531 cf I OTB Bedroom 2 I Bath 2 I 39 cfm 4 Laundty C .� 2nd FI Hall 3 . ■ 5 „ 82 cf 115 cfm 611 y 14 x 12 12 x 12 Job#: 920 Kimberly Lane Home Energy Solutions Inc. Scale: 1 : 59 Performed by Katelyn Maieski for: Page 3 187 East Main Street Right,Suite@ Universal 2023 920 Kimberly Lane Huntington,NY 11743 23.0.05 RSU20822 Southold,NY 11971 Phone:631-673-0664 2024-Oct-08 11:27:10 gdlamay3@gmail.com ...C\920 Kimberly Lane_Southold.rup wrightsoft6 Manual S Compliance Report oa 90 a Kimberly a berly Lane A H 1_1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 -Email:gdlamay3@gmail.com Project • • For: 920 Kimberly Lane, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 10718 Btuh Entering coil DB: 75.5°F Outdoor design WB: 71.2°F Latent gain: 2215 Btuh Entering coil WB: 63.1°F Indoor design DB: 75.0°F Total gain: 12933 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: SUZ-KA24NAHZ+SVZ-KP24NA" Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 157%of load Latent capacity: 7200 Btuh 325%of load Total capacity: 24000 Btuh 186%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 16320 Btuh Entering coil DB: 68.4°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: SUZ-KA24NAHZ+SVZ-KP24NA" Actual airflow: 800 cfm Output capacity: 28800 Btuh 176%of load Capacity balance: 1.1 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF 1 Meets all requirements of ACCA Manual S. t * wrightsoft" 2024-Oct-0811:26:53 .rk,., .....,r.� Right-Suite®Universal 2023 23.0.05 RSU20822 Page �� ...\Wrightsoft HVAC\920 Kimberly Lane_Southold.rup Calc=MA Front Door faces: E -1 wrightsoft' Manual S Compliance Report Kimberly Lane Date: 10424 A H2_2n d Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project ♦ • For: 920 Kimberly Lane, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 14879 Btuh Entering coil DB: 76.4°F Outdoor design WB: 71.2°F Latent gain: 2587 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 17465 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: SUZ-KA24NAHZ+SVZ-KP24NA* Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 1130/o of load Latent capacity: 7200 Btuh 278% of load Total capacity: 24000 Btuh 137% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 20152 Btuh Entering coil DB: 67.6°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: SUZ-KA24NAHZ+SVZ-KP24NA* Actual airflow: 800 cfm Output capacity: 28800 Btuh 143%of load Capacity balance: 6.6 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Meets all requirements of ACCA Manual S. W rlggfltsoft- 2024-Oct-08 11:26:53 Right-Suite®Universal202323.0.05RSU20822 Paget ...lwrightsoft HVACN920 Kimberly Lane_Southold.rup Calc=MJ8 Front Door faces: E Manual S Compliance Report Job: 920 Kimberly Lane } wrightsoft° Date: 10/4124 Ductless System By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 920 Kimberly Lane, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 3485 Btuh Entering coil DB: 76.1°F Outdoor design WB: 71.2°F Latent gain: 1541 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 5026 Btuh Indoor RH: 50% Estimated airflow: 300 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MUZ-GS09NA***+MSZ-GS09NA*** Actual airflow: 300 cfm Sensible capacity: 6300 Btuh 181%of load Latent capacity: 2700 Btuh 175%of load Total capacity: 9000 Btuh 179%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 9511 Btuh Entering coil DB: 64.5°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MUZ-GS09NA***+MSZ-GS09NA*** Actual airflow: 300 cfm Output capacity: 10900 Btuh 1150/o of load Capacity balance: 16 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Meets all requirements of ACCA Manual S. -*- wrightsoft- 2024-Oct-0811:26:53 Right-Suite®Universal2023 23.0.05 RSU20822 Page 3 ...\wrightsoft HVAC\920 Kimberly Lane_Southold.rup Calc=MJ8 Front Door faces: E �s.a Duct System Summary Job: 920 Kimberly Lane wrlght$oft Date: 10/4/24 A H 1_1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 920 Kimberly Lane, Southold, NY 11971 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.34 in H2O 0.34 in H2O Available static pressure 0.26 in H2O 0.26 in H2O Supply/return available pressure 0.188/0.072 in H2O 0.188/0.072 in H2O Lowest friction rate 0.078 in/100ft 0.078 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 333 ft Supply • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (Cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Kitchen/GreatRm c 1673 124 129 0.078 6.7 4x 10 ShMt 31.3 210.0 st2A Kitchen/GreatRm-A C 1673 124 129 0.087 6.6 4x 10 ShMt 26.0 190.0 st3 Kitchen/GreatRm-B c 1673 124 129 0.104 6.3 12x4 ShMt 30.7 150.0 st2 Kitchen/GreatRm-C C 1673 124 129 0 0 40 ShMt 0 0 Kitchen/GreatRm-D c 1673 124 129 0.089 6.6 4x 10 ShMt 11.3 200.0 st3 Kitchen/GreatRm-E c 1673 124 129 0.093 6.5 4x 10 ShMt 11.7 190.0 st2 Pwdr Rm h 1019 58 28 0.084 4.9 46 ShMt 33.3 190.0 1 st3A Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2 Peak AVF 371 386 0.078 579 10.1 12 x 8 ShtMetl st2A Peak AVF 124 129 0.078 386 6.7 12 x 4 ShtMetl st2 st3A Peak AVF 58 28 0.084 174 4.9 12 x 4 ShtMetl st3 st3 Peak AVF 305 285 0.0.84 611 9.1 12 x 6 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Mat[ Trunk rbl Ox 0 800 800 91.7 0.078 686 13.3 12x 14 ShMt -�- wriglhtso t" 2024-Oct-0811:26:54 .-,.- ��.�®,. ,„ Right-Suite®Universal 2023 23.0.05 RSU20822 Pagel AM ...\Wrightsoft HVAC\920 Kimberly Lane_Southold.rup Calc=MJ8 Front Door faces: E � Duct System Summary Job: 920 Kimberly Lane wrlghtso�s1� ,1 Date: 10/4/24' A nu 2 2n U Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 920 Kimberly Lane, Southold, NY 11971 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.32 in H2O 0.32 in H2O Available static pressure 0.48 in H2O 0.48 in H2O Supply/return available pressure 0.282/0.198 in H2O 0.282/0.198 in H2O Lowest friction rate 0.092 in/100ft 0.092 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 522 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk 2nd FI Hall h 1786 82 74 0.180 5.0 Ox 0 MtFx 11.7 145.0 st1 Bath 2 c 712 34 39 0.136 4.0 Ox 0 MtFx 16.3 190:0 st1 Bedroom 2 h 2503 115 106 0.161 6.0 Ox 0 MtFx 19.7 155:0 st1 Bedroom 2-A h 2503 115 106 0.134 6.0 OX'0 MtFx 30.3 180:0 st1 Laundry Clst-A c 679 18 37 0.184 4.0 Ox 0 MtFx 8.3 145.0 st1 Master Bath h 2120 98 57 0.103 6.0 Ox 0 MtFx 33.7 240.0 st1 A Master Bedroom h 2497 115 106 0.092 7.0 OX 0 MtFx 40.9 265.0 st1 B Master Bedroom-A h 2497 115 106 0.101 7.0 OX 0 MtFx 35.0 245.0 st1 A OTB c 3030 108 167 0.139 7.0 Ox 0 MtFx 22.0 180.0 st1 r Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st1 B Peak AVF 115 106 0.092 345 6.2 12 x 4 ShtMetl st1A st1A Peak AVF 327 269 0.092 655 9.2 12 x 6 ShtMetl st1 st1 Peak AVF 800 800 0.092 800 12.9 12 x 12 ShtMetl - wr➢gihts®ft" 2024-Oct-0811:26:54 Right-Suite®Universal 2023 23.0.05 RSU20822 Paget i ...\Wrightsoft HVAC\920 Kimberly Lane_Southold.rup Calc=,MJ8 Front Door faces: E TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox 0 327 269 215.7 0.092 655 9.2 12x 6 ShMt rt1 rb4 Ox 0 473 531 162.3 0.122 637 10.4 12x 10 ShMt rt1 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt1 Peak AVF 800 800 0.092 686 12.9 12 x 14 ShtMetl - - wrllgh�.soft" 2024-Oct-0811:26:54 „t Right-Suite®Universal 2023 23.0.05 RSU20822 Page 3 I+� ...\Wrightsoft HVAC\ 220 Kimberly Lane_Southold.rup Calc=MJ8 Front Door faces: E cq ' )' qw Building D rtment Town of Southold ZY T ; , f J - } r - Ll 1 v %MOWN.. 01 1_ }'.s ✓ 1, ` �\. � .. V p G�� S Yllt 'i .r,. go r. T 4, .•r .. O xd • -_. •W�r-"'may. ^" ''.�!� :; r 1 �r y e 36k),- K4j 0) �epa�me+�t goi Sa�t�otd r I I I r , Y-i - i w 1 —70 '1-T pal e r. . . " L-7- _ rT 1 A , �c r , -ter S T 4 t �S � A F? JI i � 4 i r r 9 '!� � � � t � .•i � .? J tires 57• ! t � 37Ir {7.1 '. ty r.+ {.r 1��3 � i � •� t�. f ''f` r r .�� � � � T f�fr r .T x f r" r.. :�%� f� r 1 , .� �' >• " / ' , li ,t•r`' ' 'y � � �` rt�,'1M1r q,�,,.f „'e Y- f �, ?,. t ���yy r � 1 _j1 _. -� r',: •,' �, r 't Awn i• ,,, +{ �., r i � �J `�,(� 7L.,. Z 1 !�f i. Y 1. ya r i :.,,� C 'z.- i 'rt. rA v..Y� ��p{` ',+,f, /t'�1,rG�., yM f•k.7{"" � '��'r--a1 dri. �_' •� ", �'�,l` fir, �, t,� 1'f •S�)_ 'r d .f -r. � a .t ! � i '.S:> .7� .vk"`ie.� t� Jrr'P^'1:'�. 5 .� � � -,.,. � I J �� �� � � !t!l.IT M �^ rA 4Jn �r��l+i� '.y� +'��'S ,.J.}v+t�� J�7.�._ .tr .e�V r'• wig j^',`.,. 1`�:,. .. . ,, 7000 f �r .:A -Y J X � . .fir`3a�'�1_'�Irr' -r:'- _•mow . jr L +{ 1� I l a ..�'� �.1 V �� °1 1 t . } a t � •� II i Y _ I r �a 1 s� y T - _• tea..«-4♦ ...�}�'-r�4� �# v- J� - �, s. � `� 'r r, �r }� .. a �# •�,, r� � � '� '' i � � 4 �� #� 4 ` � � � �.• � � � � �k f f •�, �` y _ 4 ro E� •' if ,. .. .. ,.._ _. f ..: .: k' A •7;- l,� ,�..;, �.'•�. :. jr, top kv .•. Am 7:&Nd •f o r .. t 1 `3rv. 4r ,,,,� Alt "(;a \''' y�2 1• j.�YF yT i!,hYd; ry� f ♦ �- yy f �'4 �RT~ ''• � 1, FJ. � � t i -' • ? - �k. 'a1.` M •4 K {` +'�] (A. Y; 1y.. _ .r }" Chi- J iY w ti 1 '� 3► � '-. .- -•ems_ - , - s + � .t .may _ ✓ r^ .�' f � - �• _ +` _ �• �-,.tea ` r 1 / �" ` °.� -Yr 1 �- .,f,� 1 A ✓' �t 1 1 • ' • COMMENTS v FOUNDATION(21 ROUGH FRAMING& PLUMBING mtlh � - ' . • � ' INSULATION PER N.Y. STATE ENERGY • 1 am ADDITIONAL COMMENTS MW MEMO 11�_ 1 ill\ ♦ IC • ' • I 1 o�gUfFOt p��° TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 °y�o as Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny,.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only r} ' °- U �V l�j R,,11 PERMIT NO. Building Inspector: MAR 142024 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization.form(Page 2 shall be completed. Date: February 27, 2024 OWNER(S)OF PROPERTY: Name: Lauren Gordon, Jay P Mandelbaum scTM#1000- 70-13-20.15 Project Address920 Kimberly Lane Southold NY 11971 Phone#: 917-693-8889 Email: jpmandelbaum@aol.com Mailing Address:1107 5th AVE, Apt 7N, NY, NY 1011228 'CONTACT PERSON: Name: Ural Talgat Mailing Address: 436 7th Street, Greenport, NY 11944 Phone#: 631 477 8963 Email: ural59@hotmail.com DESIGN PROFESSIONAL INFORMATION: Name: Ural Talgat Mailing Address: 436 7th Street, Greenport,-NY 11944 �T Phone#: 631 477 8963 Email: ural59@hotmaii.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION RNewStructure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 500,000 Will the lot be re-graded? ❑Yes W No Will excess fill be removed from premises? BYes El No �. 1 PROPERTY INFORMATION Existing use of property: Accessory Structure,Tennis Court Intended use of property: Single Family Residence 1 Zone or-use district in which premises is situated: Are there any'covenants and restrictions with respect to �R_4 0' , this.property? ❑Yes B No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible.for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and inbuilding(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210As of the New York State Penal Law. Application Submitted By(print name): Ural Talgat @Authorized Agent ❑Owner Signature of Applicant• Date3 STATE OF NEW YORK) SS: COUNTY OF s bt F-r 0 t ly Ural Talgat being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Architect ' (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this © day of A h .20j Notary Public NotaryLAU Pubile,State ofsNew York . PROPERTY OWNER AUTHORIZATION No.OIMC6342308 Qualified In Suffolk county (Where the applicant is not the owner) Commission Expires May'23,2024 Lauren Gordon, Jay P Mandelbaum residing at 1107 5th AVE, Apt 7N, NY, NY 10128 I, do herebyiauthorize Ural Talgat to apply on my behalf to the T wn of Southold Building Department for approval as described herein. kv� Owner's Signat Dat Lauren Gordon, Jay P Mandelbaum Print Owner'ss Name i 2 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54376 Main Road PO Box 1179 Southold!New York 11971-0959 ` 7 5-1502-FAX 631 765-9502 Telephone�631) 6 ( ) roaerrQsoutholdto%vnnv noy—so—and d aCAsouthoidtownnv oo�c APPLICAT�OIy FOR ELECTRICAL II 1S,�, T�_ION ELECTRICIAN`INFORAIIATION (All information Required) Date: l o 1�t u Company Name: VC. Electriclan's Name: License No.:MP'-3 Y0j I Elem email: a. rnvm eas 1, Elec. Phone No: 1 I request .n erYtali copy of Certmd a of Cot npiiance Elec Address.: JOB SITE'INPORMATION (AN information Required) Name: Address: A/ a i Crosse Street: Phone No.: - ( ` BIdg.Permit#:® S 09 °I email: o Tax Ma `Dls#dct: 1000 Section: Block, Lot: BRIEF DESCRIPTION OF WORK, INCLUDE'SQUARE`'FOOT `G (Piease'Print ISSrIP: AM- LTE0:1 S uar�Foota e: Circle All That Apply: 510 1O 2 2.V Is job ready for inspection?: J��YES M NO Rough in Final Do you need a Tamp CertiScste?: ' Q YES RNO Issued On Temp If ormation: (All information required) Service SIzeM1 Ph r73 Ph Size: �..A #Wars_Old Meter# .� []Now Servlce0 Fire Reconnect[Fiood Reconnect0san loe Reconnect['Underground[ Overhead #Undo round Laterals 1 M2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT'DUE WITH APPI.tCAT'lON ._ a 1 PL I ��P �d 59 PLATIRUM OW ELECTRIC INC. 1320 Kenneys Road Southold,NY 11971 +1 6317669424 platinumeastl@yahoo.com ESTIMATE ADDRESS ESTIMATE# 8029 N.F.W.W DATE 10/10/2024 PO BOX 1407 Southold,NY 11971 QTYAfE AMOUNT D �' 10N::�' Mandelbaum-Plans by Platinum 0.00 Revised 09-05-24-New plans dated 09-04-24 Revised 10.10-24-New plans dated 10-08-24 Work listed House wiring -43 Switches -58 Outlets-In wall -48 4"HALO HH -6 Surface mount -7 Sconce -4 08 sconce -1 UC lights in Kitchen-Supplied by others -1 UC lights bar -3 Keyless -5 Closet motion light -4 U4 LED panel-SATCO -3 SATCO LED flood -1 Chandelier -2 Kitchen outlet circuits -1 Attic spare circuit -I Floor outlets -1 Bar -2 Laundry -1 Panasonic laundry-bath tan -2 Panasonic bath fan • -1 Fantek dual vent W/lights -3 Bath GFI -4 OS GFI -6 Outlets w/night light built in -25 Arc fault breakers -1 Filing fee -D E q 4, 2" 11 - , -, -V,1�""' R' Equipment wiring -1 50amp stove -1 Hood-Motor in hood -1 Micro -2 Fridge -1 DW -1 Washer -1 Dryer -1 Septic-Disconnect to unit only If other wiring is needed it will be billed. -1 Door bell -1 2"spare conduit to attic 1 Recessed TV/Outlet box 1 Alarm outlet Smoke and 00,de'tecicrs.' - By alarrn,co.i oor heat ne a is time -2 Med.DANFOSS matts -2 WIFITStat moor -2 Sensor -2 20amp dedicated w/conduit HVAC -2 AH w/heat tape 2 Condensors I Mini split unit 1 30amp Hot water heater 1 ERV Phone and cable 3 -3 TV location w/2 CAT 6 Dimmer allowance 25 -Lutron DIVA Service-200amp load side -200' Feeders -200' 15'Condult for Phone/Cable -1 Plywood I Custom LV panel 1 Square D QO Panle I 3'Trough 1 Parts Note-Trenching by site work contractor Refeed tennis court panel -100' 50ampfeeders -100' 1.5"spare conduit .1 Pans Note-Trenching by site work contractor Generator - None at this time ' VACAM -'�w+ru'ws oNE D CHAAIBER Volume(eU TEST HOLE DATA . SCW BARlE ' s«Timmmxox cbmRbQ xn EL,zs . PROP GAU . I.%US'Af OmP -D3' Anaaabic FTlRaGon Chenlba Ml ' 2F.R9 Pc gO AD LUONIO WLLEY(IYP.OFW -, r• pARN BROWNSRIDY LOAM(IlN -a . NNE -} R -Tsk— Aa bic Conmd FillnOan CbvnR�} OXA PROPOSm SOY EJpAN6ON65 XlT5%. ; —DEPm..ccALLaY LA—Piifw BOWNCIAYEYGANDISCI PROJECT Y DisinfaVmChamber T°'tl v°b'n` BROWN6ANDYCUY(Cy LOCATION me s,Am R=25.00' �9 ••wlEr •ouav PTE d° yo ETIOPD 1 9.12 = 54 - SPECIb7CAUDNs PBAIEBRo"RIESNm(s) SOUTHOLD BAY E ,y ---- WATEA ) N 84'2220 - y" " TERIN PALE BROWN RNE (SP) Pov•ArA Ffa¢ ---- Iwm L.. 6m niter."ENT , Nlatie PL'C/PP/PE FLllin RAk 16:: )If(ELLaGROU✓oWATFADEV,)R=25.00' c`a's �...•........... �. Ixln eAFFLL — LA Lrr PuuP ' PP/PE FLIIn Wk 5]': WA SLIID 'L L=39.27 PROrosEO O - pip PL'C/PP/PE TESTFIOEDYW90WLD .. DlsTaanrox lm% DWEILINGSCOAPECTm `O — A—co.•ms Pkni,lC fI= GEDscENCEDATED u pI'xm['InNm Dismfcctent Hmel CNlosilk Tablets ltf BELOW CPAOE TOPV&ICWAIER GROItIIAMIDENW DE �ry Y G �.�( FSOROMna i�E o.BARB B /Y M wrAxE Iro[swN�m Y -- % Rw aPnmc(Tw.) .(urAwxc rowxc) B pROPOSm VA NJI CLFANUSA •�_)L �IKNT ZWA TT " AIRLINE • ` aW TINOVMHROOF ARt%IALRTER PInN VIEW s➢o oN.5 LOCATION MmMTO�. w AP . 2c•MANMOLE GENERAL NOTES I•AO rr -I�- le•uucwc(ttP ,e'MATa,uE(TTP zA•uAN[QE(LTP) (OPTICAL) 7 � I '" ' .: QQ `:a, ° i � ,. l► �t.��tJ aumlc I. AUNATERwsArmAaTwosoFWrsrRLcnoxslaucauoRMroTHEsrAwArmsAwsPEaDanoru oFTHE op[. •••§ -`A.� ;) ^� �§ "�Ll' LOGLTOWNCRwIUGEAtmTHESUFFOLKCWNII'DEPARIMENfOFMFAITNSEFMCE5A9 REWIRED. O N I c,^s.., pRO7 ECT11MI ETO ` -' � Y' (`• 2 BOIRNARYAM1D TOPOGRARVCIIffORMATION FAOMSUTNEYBY NLTHAN TNT CORWINVI UND SIdIVEYOfl MTm JIINEII, [�..(J O ^v •• •_• FlIA DCIELtWI NWR OSED�g PM1N EDWP - DNELnxG5C01wECIm > •F- • .... USA MEDIA mxf.nEYA➢ONSARERETEI✓ENCm TOTHE NAVD 06 bLNM TOPLBIIC WATFA Ig :�. WNTRW PANEL �� STORYY I•] RESIDENCE= L\ Y 1 nlEcaurRAcranslwu RElnvEwFYT1ELcuTxxlAr✓DDEPn,aFAuulxmEs pwaRTOTIE coN6piCFvart aF 2 •'_• : Lo7 [6 1(RE �.,u • © wOPof.TIff WMPAGTaRISADVISEDALL511B5LFFACEIeFORALLBONSHOWNONTIESERANSIS WNCEPfOALAtA EjO is ` MUST BEWNFOiU1m ACW Og YwnEFIEUX F EZ NJ QFAN USA NACTYADt pBEw100M4 % pROPOSm t, a o'�'4 •' [BLOWm TO I TALtm ONA •2FUNREI. DR afryP.l ® A AWNIJJMSE TIONOFTEN(IM)FEETH MWx ANDecd TEm(19)w MSVE MLISTOBEWJMNNED I'•'L I Z oZ'. •' ''.n PR P.c. ANOT.... ❑ l ���w� O O 6•_y 5_ BEIW'FFII WATER UNFS.6TORM DRAINAMNIl1pR6ANIfAMM1E50R5TRUCNNES. • AA: AA:� [.DI '1 ® S' ORMA➢Ox a To OETAlT SHEIR'q RRW \�.• t� ty, - d• .••-1,' •._2�. Ais'BLY x.T1E WMRACTORSFNU BE RE5Pot19BtEFaasEL1AINGAu rECESSIRYPEfISUTS BEFORE WIO'�WwOPoL Rd IA I '. `` 1•! 9 R ALLUNS LAWS.MATpiMLAN)DEBWSSH4I BEDISWSm OF INAWOR6INCEWIMTOWN.COUMY.STATEAFIII Vil I� e7. FEDERPIUWS.WDESANDOROIxWCES CON[RACTONSHALL BERESPONSIBLEfoRwDPOBINGOFP111Rb1ATABLE MATERWSOUSM D®RISSW LNOTBEWREDONSITE. 1~e4 ,� S I. • J. NOpOSM ASRLYTDW['EY/AY �`\ MEOU' i. ALLPRECABT STPoICTUiF5SHLL1w[211DE 61FFlCIFM 9TEELRef•60RCEMQIfFIXt TELPEAAIIFEAFIDSMLWG(;E, ^.• "EiF4�"OaR Mu..IGE D�R�ms�� DA� �g npx A�OLY WT���TOALLOW THE SIRLCIUfETO WIRISTPtIDM5HI0MmLMDwGATT1iEC0VER fgN01ngV551pWN ..:::..Y Y ?? Y I" •. ew'Om^P )� _ _ SECTIONA- 6 ALLPIEGST STFNCLWESSlNLL BEMANUFAmLRm WRH OJ99 PSII2B DAYSmENWM WNCPETE M m. 'f •.•• A VIEW SECTION B-B VIEW TARYRMTO BESDRasw sPE _ . AJSI rvatl _ - MFASU E55HMLCO FORMTO mENEWY 9 SANS CORAS mORPUNS • �..1....... _ -� 259. Or T ELN'ELLTO BE ry�T/Tlp.�w 7LCTA 10 oUUNG WNSTIILCTIaN ERosONAro sEDINPNT00MRa YEASURESTOBEu1tIffDAS NECc650R1'TO VREYEIRTHE V �-- A&11IDOxED y�+VLr`a IJJA - TRAI6PORTaSEweENTTOQTSITEIRFAB.Parms.wWtMC£It1ETs.Efc THE VEIWDSANO WLTERW5EA9LOYm _ I _ -C yL.R/ATSJ!lN6 yAa LATHEWSTAllAT10NAN0 LNVRENNICEOF FAOSIONCOMROL ORI( CEN-5 - cuoalNmFOR ERasIONAro smtxEm WmaW. p IO Structural Drawing Il. ALL=mO SHUL M SEIECT(AANUAR WTERW,c06�AC1m TO 99AMWM19IM DENSITY AT THE OPIIMU[I MUSTWE 5 8422'2D WFX SXmRwTOMO� L07 0 - - G WMEM.AS DEIERMNEDBY BTAIIDARD PROCIIXt TEST. DWF2DNG CgDECTm ,2 IATAlFA p,mrSF. TOPWUCWATER 1•luul ,i ➢EREARE NO WETUI✓DS WITHw ma0FT1E PROPERLY SITE PLAN °" _ V SGIE 1'•Yld PMW CONTROL PANEL WIRING DIAGRAM P.1 ALARM/CONTROL PANEL WIRING DIAGRAM P.2 - wlsm�l PLEASE PROVU)E WIRING DIAGRAM TO LICENSED ELECTRICIAN FORMAXINGPROPER ELECTRICALCONNECTIONS. n vr�—mun _ •N'+"9 a'tl°a'm'mf•eboeoaRm'aea ( F TH IS DIAGRAM ISALSO PROVIDEDINSIDE NEMA4X RATED CONTROL PANEL ENCLOSURE). - � B1°�°`°atl1 `m°itl� a®mlm.wvmxamalamc c-.aas. I e b (NECTNm lamlemlar<Om. Design Professional's Certfiiation Required.' ,PLEASE NOTE THE BASIC FUJI CLEAN CONTROL PANEL DOES NOT COME EQUIPPED WITH ATIMER OR TIMING DEVICE.PLEASE I CONTACT YOUR DISTRIBUTOR FOR THIS AND OTHER ALARM,CONTROLLERUPGRADE OPTIONS. I - PARTNQ 3017-20 •Tro6cwlTde4trems5aylmmamlMVall Submit P.E.or R.A.Certifiotlon For PART NO WA20 Ienlm ere 9axolwtstsmmVesa - DATHiIL-HOPE earlOS Trom o-sbrwTamga Era The Installation and ConstNctlon of the Sewage Disposal System LUTE;8`17074 f' 61MJ aOPfrbl u o•Ie Rc PN = Use Form V VM-073 'O"D I Vemrp[O011tlsmnvk . _ __ __ ___�'T__ -_ •AO buMa1lmIA'retra"mslm emrytlOterLy . I-T'-OO_O O 4�TBl, rzp. ODi¢ bw41ea0"s aebbe aPifo." I' LI 1L 11 1I II R�` I1 U m-u itMha¢m' •. mTm.' a"'m�FmMmltrnme makwcOKimam lssMmwnss-m"NllPlmm—eegmiasp-mliimgilm m1tl1 1 BEEJSOJLWIeRP oKKcaIEruRDTOm% Revised Plan Approved 5/22/24 n 1 LI x°Ti .f I I I .. m Tm aam w� palWsaMbeakesaemlmmEtle4 Tro 12csG w IRE w o-__ wcsaWoa+oLv i DmNwIDo :LaltdT L "T'I - ' Ax neona�mm nnv�N[cu'aal a Expires 514125 VO sna _______ x-----walLou• I UWAI CI3.TAI PROTECTION 0.E%ON PROTECTION I f I I MN UA21 nSCQLYECI PIKhIDfD Br OBOE ' 'rmTwmwrsa .. rm"hgvm •Nswtmammmabmm,l�moxn.w I 1 AND MUST BE SM AMOROM 10 RW/MOTdt - IAalmms lmlxlsammeeaevaremm NacLEw ilsw . L-------------I I ¢ ¢ NANUFACIUBING SR61UlI0N5. Lnn 9am[reaseuemrntmla emim m° WNfRaPANEL . }{ POLYLOK 3017-201-16 20"ROUND SEPTIC DISTRIBUTION BOX DETAIL Neaa r mcehaemm ammm aJ v ELECTRIC RISER DIAGRAM NWToS RmmmmMes. Nm TOSCAE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES as.Tw p - _ PERMIT FOR APPROVAL OF CONSTRUCTION FOR A 1 L-A e O SINGLE FAMILY RESIDENCE ONLY �o„'� rnm n, _ vsuu BFAWN DTERNk OMFOIIS(COIPIESSM 01OR MPS)PRAAO BY ODIDS fir_____________-- ____________ - HU RI6T BE UL A f%W DGM4IY FRO ECIID PINS - Lei _____ - - DATE 514! J i' O.. R-22-0700 . APPROVED X911 EXCAVATION INSPECTION REQUIRED FoR MAXIMUM OF . 4 PEDROOMs TEMPERATURE RATING OF FIELD INSTALLED CONDUCTORS MUST BE AT LEAST 140 DEG. F._ -- I FunaFANNEJ4LacanaotPANG EXPIRESTHREE YEARS FROM DATE OFAPPROVAL (60 DEG. C. GROW LUG U). TERHINAL STRIPS AND. COPPER CONDUCTORS ONLY. FOR SANITARY SYSTEM CONNECT GROUND LUG IN PANEL TO A SECURE WIN GROUND O HEALTH DEPARTMENT APPROVAL STAMP DASHED LINES REPRESENT FIELD VIRING FIELD.WIRING SELil01 BY HEALTH DEPARTMENT -- . I i.__ _ EIECIwGLLAFID ma6oLTO BLowER cilium coxlRavnRlxcroowTs 2•vERr _ . .12'6"R 1 VAC TY AJRBLOWEA - WEATIERRESISTANT CRDV. - EN0.05WEBUWUm OY WVAIFACIURER GRMON RLTER 42424 ARCHIT.REVISIONS DEVICE loIXwG DEN CETOWEIGHWLMS.MNORSEWWARY WATERTIGI(T-10FRAME4C0VER FIECIPoCN SMRYFROM SAFEfYU051DENCES TO BEPRWipm. WIAPPROW 111GOEMETO BNLOING Math Elm.PANEL d•COICREIE SLAB REVISIONS WnGX W NHS.Nw OR MCDND RY PROVIOEEND LAPTYPEIEVEUNG 51 MUTISIOEVICESTOBERIOVIOED fF.I1162 QFANDIR CEYICES ATWILET$ - Ram arep®mm YY Cm4m Enyree'm9 P.O nhatavmmtlamfm. ELI S-08 13 BELOW GRADE EL I18 BmOWO m WNCRETEOOVHt CONtlET 00,M Y•t Sme EOu Wb Lex,ANgefdS.MRTm9.Imalry of err LOWUNE IW.1F 119 1.69N TM I'MN. I2A mtrRlsm4a lro memmtlarxwh"4 Rtlamprel Elgoxe,NWbgn Lam SMrrym,bm¢aMVmAina"y xay.ltmVenbeainp Vm semtlm f' f Lys wYn ll� 'R^ DM MINGB'AB FUJICLEAN CONTROL PANEL AND BLOWER DETAIL 'VtlNB�m abSsryvh"ee4 M tla gE p v I-a WY.EL BEAPoNGSUD -' 2'VENT TO VA UNi A•Nleq mlam6wwwsbal amabwa ilmn H54as�eNVm[4atipn a.. �( N'L ALLIEACHNG POOLS SiMLLMERACm wAWFPTABIE a•SNJTARY WASTE PV'E 7 INV.B.120 t!8®fEM1f�6 91®®®® IFACFPNG SDLSASAPPROJm BYTIESWHS.MTIE - NOTTOSCME 'NeMCr'ItlWe4h NsrtcsgameWVemtedsuN Mlmaoma,asa �!` 2- NV.EL 122 PITCH VaMAIPERFOOT 11A IN,ELI L6 I®®f1�E �fID®Im f E VATIORIFAC M 0DI b%EDIBEIWIIMFAm. espe�ch]omtlPeaRealm �2 A'PVC WASTE UNE a'.EWn1IIATpN ® MBABONIS DASDUftla TOS FW4SM4YM ' •RCH){PILI1PERfWT ,n ® RPE MN. EL.DO ® AND BACRFlUEDAS DETAILED.CUiTMGRNGS MAYBE . mzT Io(2 MR) RwMl - S.C.T.M.:DIST.1000 SEC.70 E1LK.13 LOT.20A5 ' Et.zow[aEsrrDwEcrEordlaeuownrm PJEV. " _ IFACImcGAuaYSTO ME . RiOPoSm VA RAI WEAN WASLEWATER— POLYIOx 3r R0U1D5FPIIC DNN PEIE1RAl1[1NDnG MANLFACIIIREDBYLDIVGI6fAFD PROPOSED RESIDENCE TPEATMENT SYSLEMMODFLCERS DISTRBUnONBOXM �SAtDAFm GRAYm6TMTA PRECJSTGRAx AFY'NPIEDmWL. Scale:A$SHnWN Condon Engineering, P.C.. LOT TS MAP OF PARADISE BY THE BAY IIAUNITDETAIL - ALA El EGwL FILE No.6463 FILED NOVEMBER 4,1976. DISTRIBUTION BOX DETAIL LEACHING GALLEY DETAIL Drawn byJJC 1755 Sigsbee Road 920 KIMBERLY LANE OF " SANITARY SEPTIC SYSTEM PROFILE Mallituck,New York 11952 (631)29&19as.(631)298-2651fax SOUTHOLD,NY xOr rosruE Oate:3rl171071 www.00ndonengineering.com 1 SANITARY PLAN . SURVEY OF: - _ o�a 4 JUL - 2- 2024 _ � a N PROPERTY LOCATED AT SOUTHOLD 7 LOT No. 15 AS SHOW ON r C � BUMDINGDEPT. MAP OF PARADISE BY THE BAY �O� �� { 11 RR TOWN ' SOU MOT SiO.oT FILED: NOVEMBER 4. 1976: FILE No. 6463 VL � TOWN OF SOUTHOLD /) SUFFOLK COUNTY. NEW Y-ORK N E ROAD S.C.T.M. # 1000-70-13-20.15 R OXA N RAD = 25.00' SCALE: 1"=30' LEN = 36.24' N 84022120"E NOTE: THE EXISTENCE OF RIGHT OF WAYS. 179.13' WETLANDS AND/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED. RAD = 25.00' N LEN = 39.27' 01 Is cp �+ _ I W 0 I N O I N I CONCRETE FOUNDATION m TOP OF FND r� Z i I EL 14.9Aso Ng `yam LA 30.0 (n r_ a, r. � o 0 s asoroa. , P Itocpo c O tri I ISURVEYED BY: 1z.3 PAUL BARYLSKI LAND SURVEYING '� I PATCHOGUE NY 11772 Q SHED PHONE 631-294-6965 22.4' FAX 631-627-3186 b N A. PAULB_ AR-YLSKIaYAH00.COM _ JUNE 6. 2024 „tlY UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION S 84022920 OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAN. 2 5 9,Q O' COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED LOT 14 OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO I THE PERSON FOR WHOM THE SURVEY 1S PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. . 5861 + 50-? 3cl' + SURVEY OF: SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PROPERTY LOCATED AT SOUTHOLD APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE LOT No. 15 AS SHOWN ON MAP OF PARADISE BY THE BAY Date .1— H.S RDf No R-22-0700 FILED: NOVEMBER 4. 1976: FILE No. 6463 TNe—ge dMp4 iaad male.SePOfyfaaf4cs at lHS is I—Nave�eO oceamanftlMn.R-aoy INS DcA,,�ntotattietagmP andfGee° TOWN OF SOUTHOLD to besatsfaaary FORAUVU(ItAufIOF 4 BEDROOMS SUFFOLK COUNTY. NEW YORK ROAD S.C.T.M. # 1000-70-13-20.15 - �C" v � _RoXANNE' RAD = 25.00' JO T/(4YPAI.PE.CHIEF LEN = 36.24' SCALE: 1'=30. a(�mwa�fd«a:e.enaoa5e�m N 84'22'20"E NOTE: THE EXISTENCE OF RIGHT OF WAYS. RAD = 25.00' GRATE 179.13' WETLANDS AND/OR EASEMENTS OF RECORD LEN = 39.27' IF ANY. NOT SHOWN ARE NOT GUARANTEED. O HEDGE02 \ - N \A / LP2 I(/ LP3 Y I f De °LP] WATER Cr 03 F.�1 O SERVICE (}p 'v fffMVVV Ian N'O t—r�{ yF�yy 0 59 a � -- NOTE: WATER SERVICE AND µj I IF DIA z CD / p k N( SEPTIC SYSTEM LOCATION 4'DEPTH BY OTHERS. B.O.H. REF. No. I .B. 30.4vt SEPTIC LOCATION \ 2 STORY r .A_ .B_ ✓1 I m FR.RES m ROOF �/ Z i m OVER \ I/A 22 23 �( D y STEPS DB 35 35 Fy 9Im z o stoop ®D'4 ® r LPI 30 37 ° m '.' WELL (.11 Gt cT m AC N.N•UNIT B'OIA% \ lP J m UNI 4'DEPTH LP2 38.5 50.5 lz.,4 LP3 38 43.5 �.( C N I c pn SURVEYED BY: O CA PAUL BARYLSKI LAND SURVEYING12.3 I PATCHOGUE NY 11772 b SHED PHONE 631-294-6965 GHE FAX 631-627-3186 22.4' HEDGE �ll PAULBARYLSKICIYAH00.COM N N W JUNE 6. 2024 9 A 1-25-2025: FINAL "W <c \ S 84.22,20 URAUTUdffiEO ALTERATION GR Am]TION TO THIS SURVEY IS A VIDIADDU y� 259.00' OF SECTION Y OF THE NEW YRM STATE EDUCATION LAW. COP16 OF THIS SURVEY NAP NOT SEARING THE LAND SURVEYORS OTFD OF NE' OR EMBOSSED SEAL SHALL NOT SE CONSIDERED TO BE A VALID THE COPY. <£ GUARANTEES DU 05"T ATANS INDICATED N GN SHN.L RUN ONLY TO 6 THE PERSON FOR MBA THE SURVEY 1S PREPARED.AND ON HIS BEHALF TO S' , 1• THE TITLE CDNPANY.GOVERNMENTAL AGENCY AND LENDING DSTITUTDN LISTED HENDOU.AND TO TIE ASSIGFED OF THE LEADING INSTITUTION. •. RR GIAMNIEES M mTTO'¢ATIOS ARE NOT TRAN3EMBLE TO ADDITIONAL O D.BTIi11iIRS OR SIBSEDUEM GmfA LOT 14 �<aHOST 5B81-FINAL Generated by REScheck-Web Software Compliance Certificate Project Mandelbaum Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,880 ft2 Glazing Area 18% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 920 Kimberly Lane Lauren &Jay Mandelbaum Ural Talgat Southold, New 11971 1107 5th Avenue apt 7N 436 7 th street New York, New York 10128 Greenport, New York 11944 6314778963 ural59@hotmail.com Compliance: Passes using UA trade-off Compliance: 16.8%Better Than Code Maximum UA: 358 Your UA: 298 Maximum SHGC: 0.40 Your SHGC: 0.32 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 515 60.0 7.0 0.020 0.026 10 13 Ceiling 1: Cathedral Ceiling 190 30.0 7.0 0.027 0.026 5 5 Ceiling 2: Cathedral Ceiling 235 30.0 7.0 0.027 0.026 6 6 Wall west elevation 2nd fir:Wood Frame, 16" o.c. 308 19.0 7.0 0.041 0.060 10 14 Window 5:Wood Frame 19 0.300 0.320 6 6 SHGC: 0.33 Window Copy: Wood Frame 19 0.300 0.320 6 6 SHGC: 0.33 Window Copy: Wood Frame 19 0.300 0.320 6 6 SHGC: 0.33 Window 5: Wood Frame 19 0.300 0.320 6 6 SHGC: 0.33 Wall west elevation 1st fir:Wood Frame, 16" D.C. 390 19.0 7.0 0.041 0.060 12 18 Door: Glass Door(over 50%glazing) 44 0.270 0.320 12 14 SHGC: 0.27 Window 1:Wood Frame 26 0.300 0.320 8 8 SHGC: 0.33 Project Title: Mandelbaum Residence Report date: 03/11/24 Data filename: Pagel of 3 i Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Window 1 Copy: Wood Frame 26 0.300 0.320 8 8 SHGC: 0.33 Wall north elevation 2nd fir: Wood Frame, 16" o.c. 295 19.0 7.0 0.041 0.060 10 14 Window: Wood Frame 14 0.300 0.320 4 4 SHGC: 0.33 Window Copy:Wood Frame 14 0.300 0.320 4 4 SHGC: 0.33 Window Copy: Wood Frame 14 0.300 0.320 4 4 SHGC: 0.33 Window Copy:Wood Frame 14 0.300 0.320 4 4 SHGC: 0.33 Wall north elevation 1st fir:Wood Frame, 16" o.c. 374 19.0 7.0 0.041 0.060 15 22 Wall south elevation 2nd fir:Wood Frame, 16"o.c. 295 19.0 7.0 0.041 0.060 10 15 Window 1:Wood Frame 14 0.300 0.320 4 4 SHGC: 0.33 Window 1 Copy: Wood Frame 14 0.300 0.320 4 4 SHGC: 0.33 Window 1 Copy: Wood Frame 14 0.300 0.320 4 4 SHGC: 0.33 Wall south elevation lst fir: Wood Frame, 16" ox. 374 19.0 7.0 0.041 0.060 it 16 Window 2:Wood Frame 7 0.300 0.320 2 2 SHGC: 0.33 Window:Wood Frame 26 0.300 0.320 8 8 SHGC: 0.33 Window Copy: Wood Frame 26 0.300 0.320 8 8 SHGC: 0.33 Window Copy:Wood Frame 26 0.300 0.320 8 8 SHGC: 0.33 Window Copy: Wood Frame 26 0.300 0.820 8 8 SHGC: 0.33 Wall east elevation 2nd fir: Wood Frame, 16" o.c. 308 19.0 7.0 0.041 0.060 10 15 Window 3:Wood Frame 5 0.300 0.320 2 2 SHGC: 0.33 Window: Wood Frame 17 0.300 0.320 5 5 SHGC: 0.33 Window 3 Copy: Wood Frame 5 0.300 0.320 2 2 SHGC: 0.33 Window Copy: Wood Frame 17 0.300 0.320 5 5 SHGC: 0.33 Window Copy: Wood Frame SHGC: 0.33 17 0.300 0.320 5 5 Wall east elevation 1st fir: Wood Frame, 16" o.c. 390 19.0 7.0 0.041 0.060 13 20 Door: Solid Door(under 50%glazing) 21 0.270 0.320 6 7 Window 3 Copy Copy: Wood Frame 5 0.300 0.320 2 2 SHGC: 0.33 Window 3 Copy Copy Copy: Wood Frame 5 0.300 0.320 2 2 SHGC:0.33 Window: Wood Frame 17 0.300 0.320 5 5 SHGC: 0.33 Window Copy: Wood Frame 17 0.300 0.320 5 5 SHGC: 0.33 Floor:All-Wood Joist/Truss 940 19.0 7.0 0.035 0.047 33 44 Project Title: Mandelbaum Residence Report date: 03/11/24 Data filename: Page 2 of 3 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature � j��G,� Date OF Project Title: Mandelbaum Residence Report date: 03/11/24 Data filename: Page 3 of 3 Generated by REScheck-Web Software Compliance Certificate Project 920 Kimberly Lane l Energy Code: 2018 IECC OCT 9 2024 Location: Southold, New York Construction Type: Single-family B U n'l LTG �e Project Type: New Construction 7I'O'$ %, Conditioned Floor Area: 2,363 ft2 ,Ay50 0U- TEO � Glazing Area 18% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false AMEND ENT Has Charger false Has Battery: false /� a Has Heat Pump: true l Construction Site: Owner/Agent: Designer/Contractor: 920 Kimberly Lane Mandelbaum Residence Rachel Terry Southold, NY 11971 810 Traveler Street P.O. Box 1407 Southold, NY 11971 631-298-7900 Compliance: Passes using UA trade-off Compliance: 3.4%Better Than Code Maximum UA: 353 Your UA: 341 Maximum SHG�: 0.40 Your SHGC: 0.30 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-o'n-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. Req. Prop. Perimeter Ceiling: Flat Ceiling or Scissor Truss 507 38.0 0.0 0.030 0.026 15 13 Ceiling 1: Cathedral Ceiling 535 30.0 0.0 0.034 0.026 18 14 Wall:Wood Frame, 16"D.C. 2,170 19.0 0.0 0.060 0.060 103 103 Door 1: Solid Door(under 50%glazing) 21 0.140 0.320 3 7 Door: Glass Door(over 50%glazing) 40 0.300 0.320 12 13 SHGC: 0.30 Window: Vinyl Frame 396 0.300 0.320 119 127 SHGC: 0.30 Wall 2x4: Wood Frame, 16"o.c. 270 13.0 0.0 0.082 0.060 20 15 Door 2: Solid Door(under 50%glazing) 21 0.140 0.320 3 7 Project Title: 920 Kimberly Lane Report date: 10/08/24 Data filename: Page 1 of10 Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly or Floor:All-Wood Joist/Truss 313 30.0 0.0 0.033 0.047 10 15 Basement Wall:Solid Concrete or Masonry Wall height: 9.0'Depth below grade: 8.0' 603 13.0 0.0 0.057 0.059 34 35 Insulation depth: 9.0' Window:Vinyl Frame 12 0.300 0.320 4 4 SHGC: 0.30 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Marvin Murillo - HERS Rater wain� 10/08/2024 Name-Title Signature Date Project Title: 920 Kimberly Lane Report date: 10/08/24 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & IReq.l® 103.1, ,Construction drawings and ( ❑Complies 103.2 I documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the U ;building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, .;Construction drawings and ❑Complies 103.2, :documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable (4 :Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC :Commercial Provisions. 302'.1, i Heating and cooling equipment is; Heating: Heating: ;❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 t on loads calculated per ACCA Cooling: Cooling: ❑Not Observable J Manual J or other methods Btu/hr Btu/hr approved by the code official. I j❑Not Applicable I Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 920 Kimberly Lane Report date: 10/08/24 Data filename: Page 3 of10 Section plans Verified Field Verified Value Foundation Inspection Value ValueComplies? Comments/Assumptions & Req.ID 4b2.1.1 Conditioned basement wall R- R- ❑Complies ;See the Envelope Assemblies [FO4]1 Jnsulation R-value.Where interior R R table for values. ❑Does Not insulation is used,verification ❑Not Observable may need to occur during Insulation Inspection. Not ; ;❑Not Applicable required in warm-humid locations; ; in Climate Zone 3. 303.2 :Conditioned basement-wall } ❑Complies [FO5]1 insulation installed per i ❑Does Not U ;manufacturer's instructions. 4 pNot Observable l{ ❑Not Applicable 402.2.9 Conditioned basement wall ; ft ft ❑Complies ;See the Envelope Assemblies [FO6]1 insulation depth of burial or :❑Does Not ;table for values. distance from top of wall. 00 ; ; ;❑Not Observable jONot Applicable 303:2.1 A protective covering is installed ❑Complies [F011]z to protect exposed exterior []Does Not insulation and extends a U ❑Not Observable minimum of 6 in. below grade. ❑Not Applicable 403.9 Snow-and ice-melting system ❑Complies [FO12]2 controls installed. ❑Does Not lei ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: I 1 lHigh Impact(Tier 1) 12 IMedium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: 920 Kimberly Lane Report date: 10/08/24 Data filename: Page 4 of10 Section Plans Verified Field!Verified #' Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & RegJD '402.1.1, ;Door U-factor. U- U- ;❑Complies See the Envelope Assemblies 402.3.4 ;❑Does Not table for values. [FR1]1 I ❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not ;table for values. 402.3.3, 402.5 UNot Observable , [FR2]1 ;❑Not Applicable 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not O with the NFRC test procedure or ❑Not Observable ;taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not to instructions. ❑Not Observable ❑Not Applicable 402.4.3 I Fenestration that is not site built ❑Complies [FR20]1 :is listed and labeled as meeting ❑Does Not V ;AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC.or Observable 400 that do not exceed code ❑Not Applicable limits. j 402.4.5 (IC-rated recessed lighting fixtures ❑Complies [FR16]2 (sealed at housing/interior finish ❑Does Not and labeled to indicate:52.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ �1 ;R-6 where< 3 inches. Supply and [-]Not Observable I return ducts in other portions of ❑Not Applicable ; ;the building insulated >= R-6 for diameter>= 3 inches and R-4.2 !for< 3 inches in diameter. 403.3.2 Ducts, air handlers and filter ❑Complies [FR13]1 boxes are sealed with ❑Does Not ;joints/seams compliant with SSS International Mechanical Code or ❑Not Observable ,International Residential Code, as ❑Not Applicable applicable. 403.3.5` Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not l�J ❑Not Observable ❑Not Applicable 403A 'HVAC piping conveying fluids R- R- ;[]Complies [FR17]2 i above 105°F or chilled fluids i ;❑Does Not lB below 55 °F are insulated to;!:R- 3. ;❑Not Observable i ;❑Not Applicable 403.4.1 :Protection of insulation on HVAC ❑Complies' [FR24]1 piping. ❑Does Not C� ❑Not Observable ❑Not Applicable 403.5.3 i Hot water pipes are insulated to R- R- ;❑Complies [FR18]2 12:R-3. ;❑Does Not U ; ; ;❑Not Observable I { ;❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 920 Kimberly Lane Report date: 10/08/24 Data filename: Page 5 of10 Section Plans Verified Field Verified # ' Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.E ,Automatic or gravity dampers are (❑Complies [FR19]2 !installed on all outdoor air f❑Does Not intakes,and exhausts. f I IONot ❑Not Observable Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 920 Kimberly Lane Report date: 10/08/24 Data filename: Page 6 of10 Section Plans Verified Fiend Verified #' Insulation Inspection Value Valise Complies? Comments/Assumptions & Regolo 303.1 ;All installed insulation is labeled I '❑Complies [IN13]2 or the installed R-values ❑Does Not J provided. j ❑Not Observable ❑Not Applicable 402.1.1, :Floor insulation R-value. ; R- R- ;❑Complies See the Envelope Assemblies 402.2.6 ;❑ Wood ;❑ Wood :❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable 00 ❑Not Applicable i ; 303.2, ;Floor insulation installed per ❑Complies 402.2.8 ;manufacturer's instructions and ❑Does Not [IN2]1 ;in substantial contact with the ) ;underside of the subfloor, or floor ❑Not Observable ; framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value. If this is a R- R- ;[]Complies ;See the Envelope Assemblies 402.2.5, ;mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 ;wall insulation on the wall [IN3]1 ;exterior,the exterior insulation ❑ Mass ❑ Mass UNot Observable U requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable I ; 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 920 Kimberly Lane Report date: 10/08/24 Data filename: Page 7 of10 Section Plans Verified . Field Verified # • Final Inspection Provisions Value Valve Complies? Comments/Assumptions & RegJD 402.1.1, ;Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, I Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, Steel ❑ Steel ❑Not Observable [ll]l :❑Not Applicable 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 ;manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every ;300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 f Vented attics with air permeable ❑Complies [FI22]2 1 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [FI3]1 insulation >_R-value of the ❑Does Not adjacent assembly. I I I ;❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ;❑Complies [FI17]1 ach in Climate Zones 1-2, and :❑Does Not <=3 ach in Climate Zones 3-8. i ❑Not Observable ❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [F[27]1 :determine air leakage with ftz ftz ❑Does Not either: Rough-in test:Total :,leakage measured with a :❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including ;the manufacturer's air handler r enclosure if installed at time of ;test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch I w.g.across the entire system ; including the manufacturer's air handler enclosure. ; 1 403.3.4 ;Duct tightness test result of<=4 cfm/100 ; cfm/100 ;❑Complies [F14]1 cfm/100 ft2 across the system or ft2 ft2 :❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need.to ;❑Not Applicable occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 :by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [F[9]2 I installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 I Heat pump thermostat installed ❑Complies [F110]z on heat pumps. ❑.Does Not I ❑Not Observable j ❑Not Applicable 403.5.1 f Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not ;accessible manual controls. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 920 Kimberly Lane Report date: 10/08/24 Data filename: Page 8 of10 Section Plans Verified Field Verified#' Final inspection Provisions Value Value Complies? Comments/Assumptions �c Req.ID 403.6.1 (All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy 1 and air flow limits per Table ❑Not Observable }R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [F126]2 (through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable (temperature based on outdoor ❑Not Applicable Itemperature. 403.5.1.1 Heated water circulation systems ❑Complies (FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for i circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and }no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 1515.Controls automatically ❑Not Observable adjust the energy input to the heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Demand recirculation water ❑Complies [F130]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable ; water entering the cold water ❑Not Applicable i piping to<= 1049F. 403.5.4 Drain water heat recovery units ❑Complies [FI31]2 tested in accordance with CSA ❑Does Not `B55.1. Potable water-side ❑Not Observable pressure loss of drain water heat recovery units < 3 psi for ❑Not Applicable ; individual units connected to one or two showers. Potable water- side pressure loss of drain,water heat recovery units < 2 psi for individual units connected to 'three or more showers. 404.1 ;90%or more of permanent ❑Complies [FI6]1 :fixtures have high efficacy lamps. ❑Does Not ' ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [F123]3` no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 401.3 !Compliance certificate posted. ❑Complies ; [FI7]2 { ❑Does Not [-]Not Observable j ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 920 Kimberly Lane Report date: 10/08/24 Data filename: Page 9 of10 Section Plans Verified Field Verified #` Final Inspection Provisions Value Valve Complies? Comments/Assumptions & Req.l® 303.3 Manufacturer manuals for ❑complies [FI18)3 mechanical and water heating } ❑Does Not systems have been provided. ❑Not Observable S I ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 920 Kimberly Lane Report date: 10/08/24 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 13.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.30 0.30 Heating Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments 7 Generated by REScheek-Web Software Compliance Certificate f fc [ECIEDVS Project 920 Kimberly Lane 1J) Energy Code: 2018 IECC NOV - 7 ' 2024 Location: Southold, New York Construction Type: Single-family Project Project Type: New Construction Conditioned Floor Area: 2,363 ft2 TDIAN OF SOUTH01 Glazing Area 18% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: true Construction Site: Owner/Agent: Designer/Contractor: 920 Kimberly Lane Mandelbaum Residence Rachel Terry Southold, NY 11971 810 Traveler Street P.O. Box 1407 Southold, NY 11971 631-298-7900 Compliance: 3.4%Better Than Code Maximum UA: 353 Your UA: 341 Maximum SHGC: 0.40 Your SHGC: 0.30 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-arade 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 507 38.0 0.0 0.030 0.026 15 13 Ceiling 1: Cathedral Ceiling 535 30.0 0.0 0.034 0.026 18 14 Wall:Wood Frame, 16"o.c. 2,170 19.0 0.0 0.060 0.060 103 103 Door 1: Solid Door(under 50%glazing) 21 0.140 0.320 3 7 Door: Glass Door(over 50%glazing) 40 0.300 0.320 12 13 SHGC: 0.30 Window:Vinyl Frame 396 0.300 0.320 119 127 SHGC: 0.30 Wall 2x4:Wood Frame, 16"o.c. 270 13.0 0.0 0.082 0.060 20 15 Door 2: Solid Door(under 50%glazing) 21 0.140 0.320 3 7 Project Title: 920 Kimberly Lane Report date: 10/08/24 Data filename: Page 1 of10 Gross Area Cavity Cant. Prop. Req. Prop. Req:. Assembly. or Floor:All-Wood Joistfrruss 313 30.0 0.0 0.033 0.047 10 15 Basement Wall:Solid Concrete or Masonry Wall height: 9.0' 603 13.0 0.0 0.057 0.059 34 35 Depth below grade: 8.0' Insulation depth: 9.0' Window:Vinyl Frame 12 0.300 0.320 4 4 SHGC: 0.30 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications; and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Marvin Murillo - HERS Rater Nz��`Ze�, 10/08/2024 Name-Title Signature Date Project Title: 920 Kimberly Lane Report date: 10/08/24 Data filename: Page 2 of10 CREScheck Software Version : REScheck-Web A(J1 Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and l ❑Complies 103.2 ;documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the building envelope.Thermal ❑Not Observable ;envelope represented on i ❑Not Applicable construction documents. 103.1, ;,Construction drawings and ❑Complies 103.2, documentation demonstrate []Does Not 403.7 ;energy code compliance for r [PR3]1 lighting and mechanical systems. ❑Not Observable J Systems serving multiple ❑Not Applicable dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. 302A, Heating and cooling equipment is: Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not j [PR2]2 on loads calculated per ACCA Cooling: Cooling: �g Manual J or other methods Btu/hr Btu/hr :❑Not Observable approved by the code official. ❑Not Applicable i Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 920 Kimberly Lane Report date: 10/08/24 Data filename: Page 3 of10 Section Plans Verified Field.Verified # Foundation Inspection Value Value Complies? Comments/Assumptions &Reci.ID 402.1.1�;Conditioned basement wall� R- R- []Complies ;See the Envelope Assemblies [FO4]1 :insulation R-value.Where interior R- R ❑Does No table for values. insulation is used,verification t v :may need to occur during :❑Not Observable Insulation Inspection. Not ❑Not Applicable j required in warm-humid locations in Climate Zone 3. 303.2 :Conditioned basement wall ❑Complies [F05]1 insulation installed per ❑Does Not U :manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.9 ;Conditioned basement wall ft ft ;❑Complies ;See the Envelope Assemblies [FO6]1 insulation depth of burial or ❑Does Not table for values. 103 distance from top of wall. I ❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed ❑Complies [F011]z to protect exposed exterior ; ❑Does Not insulation and extends a - S minimum of 6 in. below grade. [ ❑Not Observable ( ❑Not Applicable 403,9 Snow-and ice-melting system ❑Complies [FO12]2 controls installed. j ❑Does Not LgJ ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) '3 1 Low Impact(Tier 3) Project Title: 920 Kimberly Lane Report date: 10/08/24 Data filename: Page 4 of10 Section Plans Verified Field Verified # . Framing/RoughAn Inspection Value "Value Complies? Comments/Assumptions &Req.l D 402.1.1, ;DoorU-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR111 U ❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ❑Complies ;See the Envelope Assemblies 402.3.1, average). ':[]Does Not table for values. 402.3.3, 402.5 ;❑Not Observable [FR2]1 ;❑Not Applicable ; 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 ;are determined in accordance ❑Does Not ;with the NFRC test procedure orCob F taken from the default table. s ❑Not Observable t ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 ;installed per manufacturer's ❑Does Not j instructions. ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built f = ❑Complies [FR20]1 :is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440, or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ! - ❑Not Applicable j limits. ! , 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish []Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ! ❑Not Observable ! 11:1Not Applicable 403.3.1 ;Supply and return ducts in attics j , ❑Complies [FR1211 I insulated >= R-8 where duct is ❑Does Not >=3 inches in diameter and >_ ; R-6 where <3 inches. Supply and " ❑Not Observable return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. s 403.3.2 I Ducts,air handlers and filter ❑Complies (FR1311 :boxes are sealed with ❑Does Not j QQD ;joints/seams compliant with International Mechanical Code or ; ❑Not Observable International Residential Code, as ❑Not Applicable applicable. 403.3.5 ;Building cavities are not used as j ❑Complies [FR15]3 yducts or plenums. ❑Does Not ��> > ❑Not Observable j ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies [FR1712 above 105°F or chilled fluids ❑Does Not g below 55°F are insulated to>_R- ❑Not Observable 3. ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC i ' ❑Complies [FR2411 piping. ❑Does Not U i ❑Not Observable j ❑Not Applicable 463.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR1812 ?R-3. ;❑Does Not :J ❑Not Observable ; ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 920 Kimberly Lane Report date: 10/08/24 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.6 Automatic or gravity dampers are, ❑Complies (FR19]2 installed on all outdoor air ❑Does Not Ci intakes and exhausts. ❑Not Observable 4 ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 920 Kimberly Lane Report date: 10/08/24 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1 ;All installed insulation is labeled ( ❑Complies [IN13]2 or the installed R-values { ❑Does Not 1 provided. ❑Not Observable �. ❑Not Applicable 402.1.1, 'Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.E ❑ Wood ❑ Wood �❑Does Not ;table for values. [IN1]1 ❑ Steel ;❑ Steel ❑Not Observable ❑Not Applicable 303.2, ;Floor insulation installed per i ❑Complies 402.2.8 manufacturer's instructions and i ❑Does Not [IN2]1 ;in substantial contact with the I underside of the subfloor, or floor ❑Not Observable framing cavity insulation is in ( ❑Not Applicable contact with the top side of ;sheathing,or continuous . insulation is installed on the ( ' :underside of floor framing and I :extends from the bottom to the s :top of all perimeter floor framing ( ; :members. } 402.1.1, ;Wall insulation R-value. If this is a R- R- ElComplies ;See the Envelope Assemblies 402.2.5, �mass wall with at least 1/2 of the '❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.E ;wall insulation on the wall ❑ Mass ❑ Mass !❑Not Observable ; [IN3]1 ;exterior,the exterior insulation requirement applies(FR10). ❑ Steel ❑ Steel ;❑Not Applicable ; 303.2 :Wall insulation is installed per j ❑Complies [IN4]1 :manufacturer's instructions. { ❑Does Not ii ❑Not Observable I° ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 920 Kimberly Lane Report date: 10/08/24 Data filename: Page 7 of10 section Plans Verified - Field Verified # Final inspection Provisions Value Value ' Complies? Comments/Assumptions" & Req.il) - - 402.1.1, ;Ceiling insulation R-value. R- R- ❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood :❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 :❑Not Applicable I 303.1.1.1, ;Ceiling insulation installed per ❑Complies 303.2 :manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 1 300 ft2. ❑Not Observable j F ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent �.. ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ' ❑Not Applicable j 402.2.4 ;Attic access hatch and door R- R ❑Complies [FI3]1 ;insulation >_R-value of the �DDoes Not ;adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ; ACH 50 ❑Complies [FI17]1 ;ach in Climate Zones 1-2,and ; ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [FI27]1 !determine air leakage with ft2 ; ft2 :❑Does Not either: Rough-in test:Total leakage measured with a ;❑Not Observable pressure differential of 0.1 inch ❑Not Applicable ;w.g. across the system including ;the manufacturer's air handler !enclosure if installed at time of test. Postconstruction test:Total :leakage measured with a ;pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 :Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI411 :cfm/100 ft2 across the system or ft2 ; ftz Z❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable ;tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 ;by manufacturer at<=2%of ❑Does Not ;design airflow. ❑Not Observable ❑Not Applicable j 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed for control of primary - ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies I [F[10]2 on heat pumps. f. . ❑Does Not ❑Not Observable I ❑Not Applicable ; 403.5.1 Circulating service hot water ❑Complies [FI11]2 ' )systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ; ❑Not Applicable ; 1 I High Impact(Tier 1) '2: Medium Impact(Tier 2) -3 1 Low Impact(Tier 3) Project Title: 920 Kimberly Lane Report date: 10/08/24 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Complies? - Comments/Assumptions &.Req.ID Value Value 403.15A All mechanical ventilation system ❑Complies (FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and airflow limits per Table []Not Observable 11403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat 'r ❑Complies [FI26]2 through one-or two-pipe heating �: ❑Does Not systems have outdoor setback I control to lower boiler water ❑Not Observable temperature based on out ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos ❑Not Applicable j syphon circulation systems are ,• not present. Controls for circulating hot water system pumps start the pump with signal m for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop ' is at set-point temperature and S no demand for hot water exists. g 403.5.1.2 S Electric heat trace systems ❑Complies [F129]2 comply with IEEE 515.1 or UL k. ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the i piping x. 403.5.2 Demand recirculation water :, ❑Complies [F130]2 Isystems have controls that j ❑Does Not manage operation of the pump j and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 1049F. 403.5.4 Drain water heat recovery units ❑Complies [FI31]2 tested in accordance with CSA ; u ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for i. ❑Not Applicable individual units connected to one : or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for i individual units connected to three or more showers. 404.1 ;90%or more of permanent ❑Complies [F16]1 fixtures have high efficacy lamps. - ❑Does Not ❑Not Observable 1 I❑Not Applicable 404.1.1 ;Fuel gas lighting systems have ❑Complies [F123]3 'no continuous pilot light. ❑Does Not C i ❑Not Observable i ❑Not Applicable 401'3 {Compliance certificate posted. r ` ❑Complies [FI712 ' ❑Does Not ❑Not Observable I• ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 920 Kimberly Lane Report date: 10/08/24 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final lnspection'Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 Manufacturer manuals for ❑Complies [FI18]3 !mechanical and water heating ❑Does Not i systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 920 Kimberly Lane Report date: 10/08/24 Data filename: Page 10 of10 2018 IEcc Energy Efficiency Certificate Above-Grade Wall 19.00 Below-Grade Wall 13.00 Floor 30.00 Ceiling /Roof 30.00 Ductwork(unconditioned spaces): Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.30 0.30 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments f DRAINAGE CALCULATIONS AREA OF RESIDENCE (DW) DRY WELL AREA x RAINFALL x RUNOFF FACTOR ON) a40 5F x (2/12 FT) x 1.0 = 157 CU. FT. APP 0 ED AS NOTED USE: (2) & DIAMETER x 4' HIGH POOL (2) V X 4' STORM DRAIN RING = 537.5 CU. FT. DA 3 B.P.# 3 PROVIDED REQUIRED FED 557.5 CU. PT. > 157 CU. FT. BY- NOTIFY bUILDING DEPARTMENT AT 631 765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO P7r, -D FOR POURED GONG'- - - 2. ROUGH-FRAMING '­_1 3. INSULATION 4. FINAL-CONSTRUCTION MUST EN RESIDENCE, TWO STORY, TWO BE COMPLETE FOR C.O. BEDROOMS, 140 sf GFA, 1,550 sf tota I ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR EA Al OATS SEPTIC SYSTEM DESIGN OR CONSTRUCTON ERRORS SGDH5 REF # R-22-0100 - PROPOSED I/A FUJI GLEAN USA AASTEAATER COMPLY WITH ALL CODES OF TREATMENT SYSTEM MODEL GEN-1 NEW YORK STATE &TOWN CODES - GLEANOUT AS REQUIRED AND CONDITIONS OF - DISTRIBUTION BOX (DB) sOUi�Ot-D'f0 �� , - NEW (4) 55 x 4.15' x 4' DEEP LEACHING GALLEY S LD TOWN PLANNING BOARD 60TY009MUSTEES ---�s � ROXANNE ROAD sc�o OCCUPANCY OR N 84D22'20" E 179.12' 1 USE IS UNLAWFUL — X WITHOUT CERTIFICAT � z OF OCCUPANCY >- < S1 It: LJA I EXISTING TENNIS z STOMA RUNOFF COURT _� PURSUANT TO CHAPTER 23G o tr � SCTM # 1000-70-13-20.15 o �- Z OF THE TOWN CODE. PROPERTY: 920 KIMBERLY LANE - �' ROPOSED WATER ADDRESS SOUTHOLD, NY 11971 Q O NEW 1 SERVICE OWNER: LAUREN GORDON & JAY P MANDELBAUM ASPHALT DRIVEWAY 1107 5th AVE, APT 7N, NY, NY 10128 �q%-bit SITE: 40,707 sf = 0.935 ac ALl PLUMBIN &WATER LINES NE5D t�IQ LEERF,C01(ER ZONING: R-40 EW SURVEYOR: Nathan Taft Corwin III center line WALKWAY PO BOX 16 PAVING ON 1586 Main Road m GRADE r Jamesport, New York 11947 LICENSE # 50467 20' I4' CPO DATED 5113/2021 PLi1Pa�'3ER CERTIFICATION '�' ON LEAD COA TENT$&ORE E-+ o - CERTIf%CAT�UFO�:CUPANCY' � � � �G � DIN 150 t4 �� NOTES: FIRM ZONE X PANEL 166 SOLDER USED AI V",ATER O �ROt•17 K MAP OF PARADISE BY THE BAY SUPPLYSYSTEM CANNOT � o BILG ggT ROPOSED ;R EXCEED 2/10 OF 1% LEAD BASEMENT FILED NOVEMBE 4, 1976 AS #6463 co DOOR NEW UNDERGROUND oASPHALT \ _ NEW LINE GTRIG / GATV ELECTRICAL N PARKING It ASPHALT L 0 C NSPECTION REQUIRED Z � I AREA 5 DRIVEWAY GARS cr FRONT YARD 51=T- �y o? TRUSS PLACARDING REQUIRED BACK Gk� e 2 Pyre N W tr S 84022'20" W 259.00' co w � •. DO NOT�PROCEED-1"�ITH - • FRM41NG UNTILSUFIVEY' 28,' �n aFFOURDATION,O'ViT10'! � Q � NE HAS BEEN APORO `'VEt :� lX v ELECTRIC M BOX 1 Blower Moor end ductivork testing required. Must provide Manuals PLA141— D, J and S as per SCALE: 1" = 20'-0" NYS Energy Code MANutLBAEUNM R E%A=Div- I D r Em 11 k ME 0.%, rE NEW YORK SOUTHOLD, Ali �=�tc�-ior lighting DATE: 3-14-2024 installed, replaced or repaired shall conform to Chapter 172 of the Town Code a_ ARc�• JPPv a j o ��, U RAL TALGAT ARCHITECT - 436 7th STREET 02°0��o� GREENPORT, NEW YORK 11944 (631)477-8963 BUILDING PERMIT ��� EXTERIOR WALL (2) 2x8 MIN HEADER EXTERIOR WALL NEW 51DING ON 15# BUILDING NEW SIDING ON 15# BUILDING PAPER ON 5/5" EXT. 6R. PLYWD TEGO ALL FLUSH PAPER ON 5/8" EXT. GR. PLYWD 3O' ON 2x6 STUDS ® 16" OG W/R-Ict CONNECTIONS ON 2x6 STUDS ® 16" OG W/ R-IQ INSULATION, TYPICAL INSULATION, TYPICAL q -1011 14'-5 " 4'-4" 3' ('-411 251 51_511 611 11 1 11 1 11 � �� I�-�" cL 41-q�� 6�� 10 1_611 GL INDOW WELL 411 I011 6 2 -� GL Q -2 GL2 -q rj'-5" G 4'-�" G 5'-�" '-IO" L I'-loll 10" �'-1011 O THK CONC FOUNDATION WALLS ON 10" THK x 24" GONG FOOTING - DHT 61 6 DHT 616 DHT 616 = = DHT3620 DHT3620 DHT3620 DHT3620 = w/ 5#5 REBAR CONTINUOUS p TW2 310 TW2 310 TW2 310 � TW3452* TW3452* TW3452* TW3452* AX 81 1— TYPICAL — — — O = CIO" N _ INALL _ - - � 1 k In �i 0 p = O PROVI '�:2X4 KALL K/ DE BEDROOM ull wovie 7 I 16 ' 1 (1 bath � �I BRACE R-a INSULATION Cathedral 1 = Q 3 x4' It CD _ � - I I ce I In I I CV - _ O — — i' cv - 00 r N N I 00 1 II -1/8" TJI 560 FJ 1 � 0 = L5' r� = lT WALK IN BATH N N I 2 8 GJ �1 CLOSET, -� 6'4" x 8'8" o � N = - _i I 3x3x1/4 STEEL COLUMN 2x4 KA L _ _ ON 24" 50 x 12" DEEP 111 GL m I ® 6" OG ( pocket a �- GL p * m � GONG FTG , W/ (5) #4 INSULATION — 24x80 CV CV `N I CO � (4P0 T 1 BOTTOM, SET 4 OFF 7 xII ?/8 APB 2x10 RR ® 16" OG -77 r� ;t " 1 I I 2x10 RR ® 16" OG = n GL - -�-�- B OY777OS 0 - - 11n 2x O G OG N p I-- 14" TJI 560 FJ a 12" or, 1 +�o N (4) 2x6 VERSA TUD UT�I L I TY ROOML (4) CONTINUOUS �LDL = CONTINUOUS I �4� In CONTINUOUS LL y� I BASEMENT HEIGHT OF L 0 - 3) 14" LVL UPSET BEAM � `ryl � = HEIGHT OF LL 0 T ��5�� OPEN TO _ -- - -------- SECOND TORGE _ 0 PROVIDE f PROVIDE PO 1 �� �J� 2'-10" n U� N III OOR WALL = 1 2x4 WALL ROOM WALL I 8 2 �+ A } I A BRACE _ m w/ R-IQ Vl�l hi h Ceilin BRACE _ A3 X K IN o FLOOR R A3 _ I en ry - - I !� G OS T GL I &REIN ROOM ENTRY !t 11 door GL = -� BALCONY m + i _ O c�v 1 ' " ' cl ft high ceiling °FIRNST _ m LIVING / DINING I o G0VE ED m m — —2XIO GJ a 16" oC °OR — 10 ft hi ce'lin � ENTRY „ 5x5xl/4 STEEL COLUMN i = high coiling _ 8 I ON 24 50 x 12 DEEP S * i I * i 1 GONG FTG , W/ (5) #4 * I _ OI r — ——— — p � (4P05T I LO - EACH WAY, SET 4" OFF O�) O o II IN O 11) BOTTOM, TYP 3' N I d x x� I �' x R a 161, or-. � 2x10 RR ® I6 OG cN cN 2x10 R � NI ry I +�qo oj'Y+ II UP m GL ry p BEDROOM —I— —— — 1 ON O V� I II GL UP x cathedral 1 ATTIC Dh` O O p k:1 h?n kt=W 5x5xl/4 STEEL GL Celli I STAIRS +� I 42" Sz+ i GL - 15land 4' ` Q1 O ABOVE p 60 5'x1'6" COLvr-N'�l ON 24 50 x 12111 0 1 N m I 5T IRS . 11EEF- GONG FTG , W/ (a) � I 1 RI ERS -1 j(� 1 #4 EACH WAY, SET 4" w � SINK — (,� 6 h C'�r f'1t M 1 I RS OFF BOTTOM, TYP I QI BATH laundry o >- � _ N --� - REF p = _ II 7/8® 161 �O FJ 1 ST IRS I6, x Q, utility allo cn d� dJ 00 d� _ �p I closet U- GL _i 0 KITCHEN _ -' GL _� I O i I RIS R5 I I 1 O = Q _j �- �0 X _ 2x4 WALL r 1 DN p N = �0+ 1 N UP p = — 1 W/ R-19 lT 1 1 - � pantry 31 1-S 11 �0 �6+� PROVIDE INSULATION n UP - - washer _ _ - + ( PROVIDE- tub and o BEAM BEAM I c1 tub landin '� closet - —_ '� �� 1 1 landing d" 1 _ dryer counter top cook counter to (� landin I O __ POCKET _ POCKET top g P a ly TW2 310 TW2 310 TW2 T310 TW2 310 GWF3G40 _ DHT 616 DHT 616 DHT 616 DHT 616 emergency `� �p mer envy � � � II � IIexit ( exit II 11- -(0 -6 A/C areaway G �G to are way G 4 10 GL GL GL GL I bll o (0" 12' 6' 3' 7' 6" _� ci or >- a ve 61_4n r _ bIl = � EME GENGY m �ra 30' 1�2r(1 r Q "G 04o" GL (Oil 41 C/ _611 161_1011 -�� /11 11 "CJ C� I�, 1011 2'-211 41 31_�(11 411 "1' GL 30, Q 1-611 le I81_211 A% 0 M E F L 0 0 'FTZ L "' 0 ' FLOOR L A% NNE F I L 0 0 R RPQ` LA R 0 mASh E ILI Frk, I'M La SCALE: 1/4" = V-0" FLOOR AREA: 940 sq ft c �ov�`de, s't'vukt- Co SCALE: 1/4" = V-0" FLOOR AREA: 940 sq ft SCALE: 1/4" = V-0" c6k A COINSO"I'RUCTION F L 0 0 P01" L "'Am" N S- U M R EE- I M A U L 1`33 A SOUTHOLD, NEW YORK DATE: 3 / 14 / 2024 p.v TA10 URAL TALGAT - ARCHITECT 0244� Q 436 7th STREET GREENPORT, NEW YORK 11944 (631)477-8963 BUILDING PERMIT SET RIDGE VENT TYP RIDGE VENT TYP (2) 2x8 GLAD PV VERSATEX 2 2x8 GLAD W/ VER5ATEX 14" OFF SIDING 12 I x 8 RAKE BD Ix8 FA50IA TYP W/ GUTTER I�-6�� HT 61 HT 61 HT 61 HT 61 I'-6" 5/4 x4 TRIM TYP = 5/4 x4 TRIM TYP 1 TW24310 TW24310 TW24310 LTW4310 TW3452* TW3452* TW3452* TW3452* m TI G_ I I N I # BUILD N& SECOND FLOOR SECOND FLOOR A R 5 8 X . FINISHED FLOOR FINISHED FLOOR Y x ® I -101 I SWLNTIOI 7YFICAL �HT 62 HT 62 FWT 020 Vl=RTIBOARD SIDING N I # 8 I DN A R ON58' qxr. 5 ARL N &R. K.YIND ON 2X15 sno1 s ® iv, o a-1 I L I NlYI L ,-NEP4 STONE TN3452* TW3452* ENTRY TERRACE F G 611 FIRST FLOOR — FINISHED FLOOR -F-�R5�1=L4aR BILGO DOOR FINISHED FLOOR I A I I I I I FOUNDATION As I 1 CMT3040 BELOW GRADE i � BELOWT GRADELL I I I I I I I I I I I I I I I I I I LS— - � BASEMENT FLOOR, IS - - � BASEMENT FLOOR EVATIullm FINI5HD FL_OOR AMC: - —— — FINISHED FLOOR-- ---- - - - --Z E W[ES ]ELIEVATIOW Fm SCALE: 1/4" - 1'-0" RIDGE VENT TYP SCALE: 1/4" = 1'-0" RIDGE VENT TYP (2) 2x8 GLAD W/ VERSATEX 1 OO IN&-ASPHAmSH WALL KEGOL-- LA�+IN5--ON-5O . 2 2x8 GLAD W/ VER5ATEX I OFF 51DING 12 I x 8 RAKE BD IxVERT8 FASCIA TYP W/ GUTTER HT 61 HT 61 HT 61 ICAL EOARZ I 1-6 11 I 1-6" I IA G R N I I I D N x4 TRIM TYP 0,4 H T 82 H T 82 5/4 x = T D I -I 5/4 x4 TRIM TYP TW2431 Ih5L LAI IC N I L TW24310 TW24310 d I A m 51D NS 1 1 BUILDING LW3r-'25]2 1::2 W3052 E ON G . P / II EX 6 S I6' 1 _ SECOND FLOOR IN U TI P G 41. SECOND FLOOR FINISHED FLOOR FINISHED FLOOR HT 62 HT 62 HT 62 HT 62 T I-ANVI GA LJ Ell] FASCIATYP HT 82 3"xl0" BRACE " STIR" m mC�10 " " ro" 0% Wilm NG 0 1 d m 'Nu BEY � AX 81 --J NEW STONE ELEV A Tiv a TW3452* TW3452* TW3452* TW3452* W3052 Bbxbo TJV3052 ENTRY TERRACE T IE E J-H B O FIRST FLOOR _FIRST FLOOR 1 FINISHED FLOOR I 11 JFINISHED FLOOR E N M A N E L "am" A U M `% ' 5 u SOUTHOLD, NEW YORK AR281 DATE: 3 / 14 / 2024 FOUNDATION BELOW GRADE I I A3 S�CEREd'�RCy T E L EVAT I m FOUNDATION I ��` ��p Asa(c9� U RA L TA L G AT So"' OUTH ELEVAT10fto BELOW GRADE I SCALE: 1/4" = 1'-0" I I SCALE: 1/4" = 1'-0" I ;�� ARCHITECT i I .�► ,. 436 7th STREET 9j.� o2ao OQ — —I BASEMENT FLOOR I I BASEMENT FLOOR IV GREENPORT, NE YOR W K 11944 — — — — — — — — — — �t ------------ - - -- -- FINISHED FLOOR - --- -- - - - --------- FINISHED FLOOR BUILDING I'E 't' (631)477-8963 — �5 - - --- ---- - Z� 7 - - - - --- - - - Z� - R T` S E I D(5E VENT TYP 1) II "Il LYL RIDGE 12 TYPICAL ROOF a.5 �\10 ASPHALT ROOF 5H I NGLE5 ON 50# BU I LD I N6 PAPER ON 5/4" '¢ EXT. OR. PLYWD �C 2x8 CT ® 16" OG cv Cv �C R-30 / INSULATION 6' TYP I GAL oc /4" PLYWOOD CATHEDRAL 5UBFLOOR G�ILING 2xIOGJ@ I6 " 00 SECOND FLOOR PLATE STRUCTURE BEYOND I/2" GYP BD TYP 1/2" GYP R-60 I'-6" (5) :2xIcz BD TYP INSULATION 1'-6" G 1 RDER 7YPIOOFF I T 1/ENT5 TYP -�y XTERIOR WALL AILING ON NEW SIDING ON 15# BUILDING BEDROOM SE CID FLOOR PAPER ON 5/8E EXT. GR. PLYWD BALCONY ON 2x6 STUDS ® 16" OG W/ R-Icl INSULATION, TYP I CAL 2x8 LEDGER W/ 1/4" TIMBER LOK 2x(o RR ® 16" OG TEGO TO LEDGER SECOND FLOOR FINISHED FLOOR 14" TJ 1 560 FJ ® 12 " OG GONTI NUOJ� 12 1) 2x8 CJ EACH FIRST FLOOR PLATE 1 -7 SIDE OF BRACE VV WEB 5:7I FFENER (2) 5/4 M.B. 1/2" GYP BD TYP (5) 14" L\/L GIRDER - 5' 1,-6 It 3) 2x8 G 1 RDER _! LIVING ROOM — o O "xIO" BRACE /4"xb" LAG SCREW INTO STUD WALL NEW STONE ENTRY 3) 2x6" P05T TERRACE FIRST FLOOR FINISHED FLOOR TOP OF GONG FOUNDATION GRADE 00, 11 7/0" TJ 1560 FJ © 12" OG o EB STIFFENER 2 #5 REBAR 2 #5 REBAR CONTINUOUS 3) 11 '7/0 LYL CONTINUOUS TYPICAL GIRDER TYPICAL 2x4 WALL W/ R- Ix Aa colma I muwao"I't u Li A 14 %a INSULATION 1$ "I/2 BD BASEMENT BASEMENT UTILITY 50 x 1 12" DEEP GONG FTGu W/ STORA&E O" THK POURED mom" U I L D I No G S E C T I %Ao'jf'h' IN. ROOM (5) #4 EACH WAY, SET 4" OFF ROOM COALL FOUNDATION YP BOTTOM, TMANDELuAmumM " THK GONG SLAB EW 1011x24" GONG SOUTHOLD, DATE: 3 / 14 / 2024 NEW YORK W/ 6X6 10/10 VI FOOTING W/ 5#5 REBAR CONTINUOUS TYPICAL `SEvkED A,qc� pPL Taco BASEMENT FLOOR FIN 15HED FLOOR U ,AL TA_ Ill,GAT TOP OF GONG FOOTING ARCHITECT �, 024o'� Q� 436 7th STREET I L [w)" 110 mu G S E C T I (J" INE ®o ®® aF� GREENPORT, NEW YORK 11944 SCALE: 1/2" = V-0" BUILDING PERMIT SET (631)477-8963 I-- 3" VENT THRU ROOF SEGOND FLOOR BATHLAUNDRY- - - - - - - - - - - - - - - - - _ � I SEGOND FLOOR BATH � _ _ _ _ _ _ _ _ _ 2" VENT - - - - - � �, � � � � � � 2-VENT �I � WASHER. - I LAB! I LAY wG I I wG i LAV II TUB � SHOWER I �I SECOND FLOOR 3" WASTE 2" VENT r---- - - - HALF BATH - - - - - - - - - I - - KITGkEN- - - - 2" VENT BUILDING --t- EXTEi210R WALL NO I I KITCHEN LAV I i I SINK � FIRST FLOOR FRESFf AIR VENT 3" WASTE 3" WASTE DRAIN LINE TO SEPTIG TANK 3" WASTE V O N T U C mrF IO [Al DR71 A W I INN G 4" G.I. 4"X3" C.I. Pt mum M 10" 1 1MO G �I V E R � I A G F-1 A IV1 HOUSE TRAP BASEMENT - - - - -- - - - - - L IJ �'ii � I �lG K ISER D 1�4 C R A�ii M�i� D � L ��U i�i R�S I D E �lC � SOUTHOLD, NEW YORK SCALE: NTS DATE: 3 / 14 / 2024 TA(C�� T� U RAL TALGAT ARCHITECT � 436 7th STREET An k4E`�yVQ GREENPORT, NEW YORK 17944 �631)477-8963 BUILDING PER 1rt ET WIND-BORNE DEBRIS PROTECTION FOR OPENINGS STRUCTURAL R�VI�W BY ST�V� MAR�SGA, �� FOR WALL OPEN I NCB PROTEGT I ON OF 120 MPH5-SEGOND WIND GUSTS OT 3 188-0� WEST MONTAUK H I G�+WAY, �,�MPTON SAYS, NY 110146 ( MAXIMUM MI�l I`00 �f I l7 'I �) SIMP50N L5TA - 20 GAGE PHONE C I �28 �f480 RIDGE 5TRAP - ALL ROOF RAFTERS DESIGN CRITERIA: 6 2 x TIE ® EAGH RAFTER USE/OCCUPANCY CLASSIFICATION IN 6 of STRAP. DE51 GN IN ACCORDANCE WITH AMERI CAN S I N6LE FAM I L`r RESIDENTIAL FOREST PRODUCTS WOOD FRAME a ICE SHIELD UNDERLAYMENT CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE SHUTTER ASSEMBLY REGUIRED - 24 FROM EDG HEIGHT E PRESCRIPTIVE METHOD I � � N.T.S. FOR PANEL SPANS: O < 4'0 WIDE SPAN I \ � � \ �J�J" �-0�� MAXIMUM FIRST LEVEL LOAD - 45 P5F. 40 P5F. L.L. 25/52 (5/411) APA SPAN-RATED 45/24 SHEATHING GRADE PLYWOOD I (OVERLAP AROUND OPENINGS 4") I e ALTERNATE POSITION OF LIVING AREAS - 40 P5F. L.L. HURRASSEMBLY: I - I ( 51MP LOAN 3GLIP USE BEDROOMS - 30 P5F. L.L. ATTACH I NG STRUCTURAL PANEL: FASTEN TO BUILDING w/ °I 1 FIRE AREA WIND SPEED - 150 MPH #IOx5" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL I I RESIDENGE: X SEISMIC DESIGN CATEGORY - B WOOD SCREW (9 I6" O.G. SIMP50N H2 HURRICANE ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: I I " CLIP NAILED. FROM WEATHERING - SEVERE #10 TEE NUTS ATTACHED TO BLDG. w/ #10xl-1/2 ( W/ WASHERS) I I RAFTER TO STUD. - „ TYPICAL ALL RAFTERS FROST LINE DEPTH - 36 MACHINE BOLT ® 12" O.C. a�- I 5 - 8d NAILS EACH END TYPE OF CONSTRUCTION TERMITE - MODERATE TO HEAVY APA RATED PLYWOOD TO GONVENTI OVAL L I GHT FRAME WOOD DECAY - SLIGHT s \ I o EXTENDTO TOP OF TOP PROVIDE act PLATE. NAILS GONSTRUGTION ICE SHIELD UNDERLAYMENT REQUIRED - YE5 \ I EXTER O GED&E OF ALL SHEATI . GENERAL NOTES " � J I I I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 15. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY ACCORDANCE WITH THE 2020 NYS RESIDENTIAL CODE, SHALL BE DESIGNED AND BUILT IN ACCORDANCE AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. I I� CONSERVATION CODE, AND LOCAL AUTHORITIES.' MULTIPLE SECTION ASSEMBLY: 14. THIS STRUCTURE HAS BEEN DESIGNED IN 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY I/4" THICK BOLTS ® 2' OG I I I MINIMUM 28 DAY STRENGTH OF 5000 PSI CONSERVATION CODE. I ( 5. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL I't" 1 �' LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. ( I I I I I 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL I6. ELECTRICAL AND MECHANICAL COMPONENTS TO BE I I 1 1 PLYWOOD SHEATHING STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. -I EXCEPT AS NOTED ON DRAWING.TO OVER LAP BOX PARTITIONS, I?. ALL STRUCTURAL STEEL TO BE ASTM A56 WITH ONE BEAM - TOP + BOTTOM. GOAT EPDXY PAINT. ALL FASTENERS TO BE A5TM 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND A-525 BOLTS, 5/4" DIAMETER. I I I I I I -51MPSON MST2"1 FLOOR BEAMS. SPACING NOT TO EXCEED 5.0 FT. 1 1 1/2" WIDE - 20 &AGE I8. CONTRACTOR SHALL OBTAIN ALL PERMITS AND I I I I METAL STRAP ®48" 00. (6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE I� VERIFIED BY CONTRACTOR(5) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER It� 1,1'" AND OWNER. I I I I I I I DOUBLE TOP CONSTRUCTION AND ORDERING OF MATERIALS. THIS S H U TT E R AS S E M B LY I 2 x 6 ®16" O.G. PLATE FOUNDATION HAS BEEN DESIGNED FOR A SOIL lot. DO NOT BACKFILL AGAINST FOUNDATION WALLS 1 I 1 I STUDS BEARING CAPACITY OF TWO (2) T5F AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. N.T.S. I LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT FOR PANEL SPANS:4' OR WIDER SPAN I I lei " THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL 11 CONCRETE SLA55 TO BE COMPACTED TO q5% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 25/52" APA SPAN-RATED 45/24 SHEATHING GRADE PLYWOOD I I I I RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. (OVERLAP AROUND OPENINGS 4") WRAP + NAIL STRAP 2x4 STRONG-BACKS ® 24" OG I�-' I°j - AROUND SILL PLATE - 4 - ad NAILS -1. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ASSEMBLY: 1 I I ( AT ANCHOR BOLT SUPPORTED BY DOUBLE UPRIGHT5, q.0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY 1). PREASSEMBLE PLYWOOD TO 2x4'S: # IOxs" (w/ WASHERS) GALVINIZED OR I I SIMP50N M5T2'7 BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. 11/2" WIDE - 20 &AGE STAINLESS STEEL WOOD SCREW ® 12" O.G. I I METAL STRAP 048" OG. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I� r NAIL SHEATHIN& TO SILL PLATE 8. PROVIDE MRE5TOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT #IOxs" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL ad NAILS a 4" O.C. PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE WOOD SCREW 1611 O.G. =; ,I. y HOUSE BE UPGRADED WITH HARD WIRED ` ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: cf. PROVIDE FLASHING AT ALL ROOF BREAKS,.,^;.w ... #10 TEE NUTS ATTACHED TO BLDG. w/ #I0xI-I/2 ( W/ WASHERS) 2 - #5 REBAR `---2 x 6 SILL PLATE CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. MACHINE BOLT 12" O.G. .. . .r•:: AGQ TREATED' AND DECKS ETC.. 25. THE NYS CODES ALSO APPLY TO ACCESSORY WINDOWS GLAZED OPENING SEE FOUNDATION DW 10. DO NOT SCALE DRAWINGS.G. STRUCTURE DESIGN. - FOR DESIGN. Xd ^ 5/8" x 12" A.B. 048" OG. `'' w/ FENDER WASHER. PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. _ 'fit:-f:. II. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR Ito MPH. NINO LOAD IN ACCORDANCE WITH LARGE M1551LE TEST OF FOR THE INSPECTION OR SUPERVISION OF ASTM E laa6 AND OF ASTM 1886. CONTRACTOR MAY USE WOOD STRUCTURAL PANELS THIS CONSTRUCTION PROJECT. FEDERAL, STATE IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION AND LOCAL ZONING AND BUILDING CODE COMPLIANCE PANELS TO BE PRECUT TO FIT HARDWARE PROVIDED. FASTENERSRTOI BE DES DITH NED TO CRITICAL LOAD PATH CONLL BE TRACTORTHE RESPONSIBILITY OF THE ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. SHALL COMPLY W/NY56C CHAPTER #2304.cf.6 PANELS TO BE MAINTAINED ON SITE. LABEL LOCATIONS ON EACH PANEL. FRAMING NOTES NAILING SCHEDULE 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" DOU6LA5 FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND (6 d a 12" o.c. BETTER' I NTERMED I ATE. TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING MIN. THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX riAIL SIZES 3• ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 5/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE RAFTER/TOP PLATE 5-I6d (TOE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE CEILING JOIST/TOP PLATE 4-8d (TOE NAILED/ NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CEILING J015T/PARALLEL RAFTER 8-I6d (PAGE NAILEi j TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE o CEILING JOIST LAPS OVER PARTITION -1-I6d (FACE NAILED) 4. ALL HEADERS U AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER WITH DOUBLE UPRRIGHTS, 9'-O" AND OVER WITH CONNECTIONS. h COLLAR TIE/RAFTER 4-lOd (ea. end I-114" strap) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A BLOGKING/RAFT•ER 4-5d (TOE NAILEDi MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 15. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA o <'lo ° RIM BOARD/RAFTER 4-I6d (END NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL a a TOP PLATE/TOP PLATE 2_16d (FACE NAILLL7) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND TOP PLATE AT INTERSECTIONS 4 16d (FACED NAILED) @ 8-O O.G. MIN. PROVIDE 2 SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED STUD/STUD 2-I6d (PAGE NAILED) CIRCULATION IN ROOFS. A5 PER MANUFACTURERS RECOMMENDATIONS. WEB GABLE ROOFS HEADERMEADER I6d (FACE NAILED? 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND o < Io TOP or BOTTOM PLATE/STUD 5-I6d (END NAILED) stairs eto. ) OR AS NOTED ON DRAWINGS. SEARING POINTS AT A MINIMUM. A SINGLE I 5/4" BOTTOM PLATE/FLOOR JOIST 5_Ibd (FACE NAIL;. LVL RIM JOIST SHALL BE REQUIRED AT FLOOR o JOIST/SILL, TOP PLATE or GIRDER 4 8d (TOE NAILEEi '1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL a PERIMETERS. HANDLING, STORAGE, AND ERECTION OF h BRIDGING/JOIST 2-IOd (TOE NAILEL,) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS BLOCKING/JOIST 2-lOd (TOE NAILS:°) BLOCKING/SILL orTOP PLATE 5-I6d (TOE NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. 100< 04,450 LEDGER 5TRIPBEAM 4-I6d (FACE NAILF,I7) WITH RATED GALVANIZED METAL CONNECTORS BY „ JOIST ON LEDGERBEAM 5-I6d (TOE NAILED) "TECO" OR APPROVED EQUAL. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2 DIA. o GALVANIZED MACHINE BOLTS o 12" O.G.. BAND JOIST/JOIST 5-I6d (END NAILED) :jh 5 BAND JOIST/SILL or TOP PLATE -I6d (TOE NAILED) 9. NAILING SCHEDULE SHALL BE A5 PER THE N.Y.S. &ABLE ROOFS PLYWOOD ROOF DECKING 5- ®4" O.G. EDGE�i, �8" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO 0 o SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE GONSTRUGTION AND SHALL NOT BE 0 0 10 < o �45 STRIP SHEATHING ad (ONE/RAFTER) CONSTRUED AS A CONTRACT BETWEEN BUILDER AND to < o �3o PLYWOOD WALL SHEATHING 8d ®4" O.G. EDGEa, ®8" O.G. FIELD ALL EXTERIOR NAILS SHALL BE GALVANIZED. OWNER. PROVIDE ad COMMON NAILS ® 4' O.G. PLYWOOD SUBFLOOR DECKING ad ®6" O.G. EDGEC,, @12" O.G. FIELD AT HIGH PRESSURE ZONE - 6" O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. 109 O (500 PROVIDE 8d NAILS a 4" D.G. AT PERIMETER INTERIOR PORTIONS OF PANELS IN HI&H PRESSURE ZONES. SO U TH O,LDr.,,_ NEW YORK NOTE : a = 4 FT. IN ALL GASES COMPONENT AND CLADDING PRESSURE ZONES ���,��,aSDa qcy�a DATE: 3 / 14 / 2024 U RAL TALGAT . � . 02 0���Q� ARCHITECTP omp" 436 7th STREET BUILDING PER IT SET GREENPORT, 77 89 ORK 11944