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Home My WebLink About48311-Z of SOUryo`o Town of Southold * P.O. Box 1179 �0 53095 Main Rd 0OUNn, Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45709 Date: 11/01/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2095 Nassau Point Rd Cutchogue, NY 11935 Sec/Block/Lot: 104.-13-3 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 08/08/2022 Pursuant to which Building Permit No. 48311 and dated: 09/20/2022 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 unfinished basement, covered porches, second floor deck and attached three car garage as applied for. The certificate is issued to: Little Ducks Realty LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22-0771 5/14/2024 ELECTRICAL CERTIFICATE: 48311 07/02/2024 PLUMBERS CERTIFICATION: Brad Piecuch 06/10/2024 nA ffi� o o ze Signature F TOWN OF SOUTHOLD oy� BUILDING DEPARTMENT TOWN CLERK'S OFFICE �o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48311 Date: 9/20/2022 Permission is hereby granted to: Little Ducks Realty LLC 100 Davids Dr Hauppauge, NY 11788 To: demolish existing dwelling and construct new single-family dwelling as applied for per DEC NJ letter, Trustees & SCHD approvals. At premises located at: 2096 Nassau Point Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 104.-13-3 Pursuant to application dated 8/8/2022 and approved by the Building Inspector. To expire on 3/2112024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $4,841.60 CO.-NEW DWELLING $50.00 DEMOLITION $1,144.80 Total: $6,036.40 Building Inspector pF SO(/T�QI Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlina-town.southold.ny.us Southold,NY 1 1 97 1-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Little Ducks Realty LLC Address: 2095 Nassau Point Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 48311 Section: 104 Block: 13 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: LC Electric License No: 38043ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 132 Ceiling Fixtures 56 Bath Exhaust Fan 1 Service 3 ph Hot Water Gas GFCI Recpt 48 Wall Fixtures 34 Smoke Detectors 14 Main Panel 20OX2 A/C Condenser 4 Single Recpt Recessed Fixtures 213 CO Detectors 10 Sub Panel 100x2 A/C Blower 4 Range Recpt 3 Ceiling Fan 12 Combo Smoke/CO Transfer Switch UC Lights 7' Dryer Recpt 3 Emergency Strobe Heat Detectors 6 Disconnect Switches 152 4'LED Exit Fixtures 11 Sump Pump Other Equipment: (3)Fridges,(2) MiniFridge,(3)0ven,(3)DW, Micro,(2)Dehumidifiers,(2) Gas Cooktops, Hood, (2) ERV, 400A Service w/ (2) 200A Panels- One is Backed By Generator (43)Combo115 (25) Combo120 Breakers Two Story w/ Unfinished Basement `Inspector Signature: Date: July 2, 2024 S.Devlin-Cert Electrical Compliance Form '__ozvn Half Annex Telephone(631)765-18 54375 Main Road ® ;t ,4 Y_0.Box 1179 , Souihold,NY 11971-0959 v. � i}{jF �r�.rrrrr�' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Pate:� Building Permit No. Owner. ��i2!�:r e, Please print) Plumber:—f-st-0-k I e—GLt� - ----- (Please print) i certif3i that the solder used in the water supply system contains less than 2/1 Q of 1%lead. ' (Plumbers Signature) Sworn to before me this day of Tt rl f 20 . Notary Public, County SU�AN A.FWM 1401M Public.State of NawYO* No,01RI6183459 Qualified in Suffolk County Commission Expires Mardi 17,2Q.ZT 1 OF SOUTy��O # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 INSPECTION FOUNDATION 1ST ROUGH PL13G. [ ] 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: S Ls A 0Dsv� . yts vcb vX Le,16 t � DATE '),()Y?/ INSPECTOR fq SOUT,�°� # * TOWN OF SOUTHOLD BUILDING DEPT. _ cou 631.765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: w kL k4 U DATE 61-V INSPECTOR �fq So�lyol� TOWN OF SOUTHOLD BUILDING DEPT. �o • �o �yco 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: r OW DATE Y INSPECTOR SOUIyO�o TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION FOUNDATION 1 ST U 4i--" ROUGH PL13G. [ ] 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: (26,001 c4mve� DATE INSPECTO �1Zvv3 �o�aOF SOUtyOlo TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPE 7] INSWULATIOWCAULKING ON [ ] FOUNDATION 1ST BG. [ �IAOUNDATION 2ND [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS1 z DATE I INSPECTO OF SOUlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. �ycouffm 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] 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 MARKS: �v- DATE INSPECTO - - OFSOUIy�� L_t-E # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION - ' ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: e DATE INSPECTOR pF SOUIyO� Lk 1 2_0 # # TOWN OF SOUTHOLD BUILDING DEPT. : 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE.& CHIMNEY . [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O . [ ] RENTAL REMARKS: I DATE INSPECTOR TO SOUI�O� } 1 f # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RGH PL13G. [ ] FOUNDATION 2ND [ INSULATIO 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 y7 z3 INSPECTOR MV.—-�n - SOUIyOIo TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: A�f Jon AA DATE INSPECTOqk-,� SOGIyo v16 # # TOWN OF SOUTHOLD -BUILDING DEPT. °`ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUCH 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: - I J oc KV 2 CAAJ DATE 1 '?0Y INSPECTOR OF SOG�1,o� # # TOWN OF SOUTHOLD BUILDING DEPT. courm,��'' 631-765-1802 �< < INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL N p, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 4fr QI,'x POVA4- ralPC C af""p 4) (of r dw DATE (Ott INSPECTOR & lK [W)Al HUNTSMAN Insulation Certif icate BUILDING SOLUTIONS Closed-Cell Spray Polyurethane Foam This form must be filled out and posted to comply with building code requirements. Meets IRC Chapter 11 Energy Efficiency Requirements and IECC Chapter 4, Commercial Energy Efficiency Requirements. The following spray polyurethane foam product(s) has/have been installed. ❑ Heatlok HFO PRO 2.0-2.4 Ibs/ft3 IAPMO UES ER-0565 ❑■ Heatlok HFO High Lift 2.0-2.4 Ibs/ft3 ]CC-ES ESR-4073 ❑ Heatlok XT High Yield (s)2.23 Ibs/ft3 ICC-ES ESR-3824 (w) 2.17 Ibs/ft3 ICC-ES ESR-3883 ❑ Heatlok XT High Lift (s) 2.23 Ibs/ft3 ]CC-ES ESR-3824 (w) 2.17 Ibs/ft3 [CC-ES ESR-3883 ❑■ Foam-Lok 2000-4G 2.0-2.2 Ibs/ft3 CCRR-1025 ❑ Foam-Lok 2000-3G 2.0-2.3 Ibs/ft3 ]CC-ES ESR-4501 ❑ Foam-Lok 2000 2.0-2.3 Ibs/ft3 ]CC-ES ESR-2629 ❑ Proseal HFO 2.0 Ibs/ft3 CCRR-1108 ❑ Proseal LE 2.2 Ibs/ft3 ICC-ES ESR-3500 ❑ Proseal 2.2 Ibs/ft3 ICC-ES ESR-3500 ❑ Heatlok Eco 2.0 Ibs/ft3 ICC-ES ESR-3198 Consult International Building Code, Chapter 26-Plastic and International Residential Code (IRC) R316 Foam Plastics for specific requirements.The spray polyurethane foam insulation system(s)has/have been installed in accordance with manu- facturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness' Vented Attic Floor Area' R- At inches Unvented Attic/Under Roof Deck Insulation R-30 At 8 inches Sloped Ceilings/Cathedral Ceilings R- At inches Walls (Location: EXTERIOR-WALLS ) R_ -22 At 3 inches Walls (Location: ) R- At inches Floors (over an unheated crawl space) R- At inches Crawl-Space Perimeter - R=- - At - inches- - Basement Walls R- At inches Other(Location: ) R- At inches **Nominal thicknesses are representative of Feld,spray-applied foam material. Jobsite Address: 2095 NASSAU POINT RD Date of Installation: 2023 Building Contractor: BROADWAY NATIONAL HBS Contractor: CARY INSULATION Phone: 631-218-9350 Installed By: J/AVIER-ORTIZ& PHIL-RIVERIA -Post Near Electrical Panel- 3315 E.Division Street, Arlington, 0 490 21.001321 REV.•5.27.21 www.huntsmanbuildingsolutions.com BUILDING SOLUTIONS Load Short Form Job: MC0174 Date: Jun 16,2022 Errtr�rcKtInv Entire House By: Michael A.Caruso aC Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 19 82 Method Blower door Ins ide db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD (°F) 50 7 Pressure/AVF 50 Pa/3372 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 40 37 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) (Btuh) (cfm) (cfm) Sys 2-2nd Floor 3222 43866 37759 1533 1533 Sys 1-1st Floor 3368 52287 47207 1900 1900 Entire House 6590 96152 84966- 3433 3529 Other equip loads 0 0 Equip. @ 0.87 RSM 74091 Latent cooling 12276 TOTALS 1 6590 1 96152 1 86367 1 3433 1 3529 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ,` -�- wrightsaft" 2022-Jun-20 11:04:58 .-.,.-«.v.7....e, Right-Suite@ Universal 2022 22.0.01 RSU30008 Page 1 ..,a 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Load Short Form Job: MC0174 Date: Jun 16,2022 F" '"� Sys �- 1 St Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytesting'services.com License:7960376 Project Information For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Design Information Htg Clg- Infiltration Outside db ff) 19 82 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD (°F) 50 7 Pressure/AVF 50 Pa/1517 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference (gr/lb) 40 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Carrier Trade Trade CARRIER Model AFUE 92 Cond 24ACC660B00310 AHRI ref Coil FV4CNB006L AHRI ref 202507180 Efficiency 92 AFUE Efficiency 13.0 EER, 16 SEER Heating input 59783 Btuh Sensible cooling 39900 Btuh Heating output 55000 Btuh Latent cooling 17100 Btuh Temperature rise 26 °F Total cooling 57000 Btuh Actual air flow 1900 cfm Actual air flow 1900 cfm Air flow factor 0.036 cfm/Btuh Air flow factor - 0.040 cfm/Btuh Static pressure 0.60 in H2O Static pressure . 0.60 in H2O Space thermostat Load sensible heat ratio 0.87 ROOM NAME .Area' Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Zone1 1529 24239 21853 881 880 Zone 2 1839 28048 25907 1'019 1043 Sys 1-1st Floor 3368 52287 47207 1900 1900 Other equip loads 0 0 Equip. @ 0.87 RSM 41165 Latent cooling 6920 TOTALS I 3368. I 52287 I 48084 I 1900 I 1900 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2022-Jun-2011:04:58 .... . �..... Right-Suite@ Universal 202222.0.01 RSU30008 Paget ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MA Front Door faces:SW Load Short Form Job: MC0174 Date: Jun 16,2022 E �TVs[ing Sys 2-2nd Floor. By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 19 . 82 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD (°F) 50 7 Pressure/AVF 50 Pa/1517 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference (gr/lb) 40 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Carrier Trade Trade CARRIER Model AFUE 92 Cond 24ACC648AO0300 AHRI ref Coil FV4CN13006L AHRI ref 9180202 Efficiency 92 AFUE Efficiency 13.0 EER, 16 SEER Heating input 48913 Btuh Sensible cooling 32200 Btuh Heating output 45000 Btuh Latent cooling 13800 Btuh Temperature rise 27 °F Total cooling 46000 Btuh Actual air flow 1533 cfm Actual air flow 1533 cfm Air flow factor 0.035 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area.. Htg load Clg load Htg AVF Cig AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) M. Suite Zone 679 11588 10126 405 411 2nd Floor 2544 32278 29439 1128 1195 Sys 2-2nd Floor 3222 43866 37759 1533 1533 Other equip loads 0 0 Equip. @ 0.87 RSM 32926 Latent cooling 5357 TOTALS I 3222 I 43866 I 38283 I 1533 I 1533 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _Vk wrightsofv 2022-Jun-2011:04:58 �^,C� Right-Suite®Universal 2022 22.0.01 RSU30008 Page 3 /ri+ 6 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Load Short Form Job: MC0174 Date: Jun 16,2022 Enc T-Inp 2nd Floor By: Michael A.Caruso �® Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Paparella Residence 2095 Nassau Point Road,.Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 19 82 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD (°F) 50 , 7 Pressure/AVF 50 Pa/1517 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 40 37 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 (ft2) (Btuh) (Btuh) (cfm) (cfm) Balcony 427 0 0 0 0 Bed Rm 10 187 2357 3132 82 127 Bath 86 1043 418 36 17 Bed Rm 9 196 2402 3142 84 128 Storage 109 1576 877 55 36 Bed Rm 5 184 3078 3836 108 156 Bath 4/5 90 1294 651 45 26 Laundry 2 34 0 0 0 0 Bed Rm 4 183 3505 3981 122 162 Bath 2 47 1169 514 41 21 Bed Rm 2 264 6362 4310 222 175 Hall 2. 300 5054 2956 177 120 Hall 3 189 0 0 0 0 Bed Rm 3 181. 2965 4839 104 196 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t wrightsofe^ 2022-Jun-2011:04:58 Right-Suite®Universal202222.0.01 RSU30008 Page ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJB Front Door faces:SW Bath 3 44 830 331 29 13 Clst 3 25 643 453 22 18 2nd Floor 2544 32278 29439 1128 1195 Other equip loads 0 0 Equip. @ 0.87 RSM 25671 Latent cooling 3957 TOTALS i 2544 I 32278 I 29628 i 1128 I 1195 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2022-Jun-20 11:04:58 Right-Suite®Universal 202222.0.01 RSU30008 Page ...a 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Load Short Form Job: MC0174 Date: Jun 16,2022 ETestlnt: M. Suite Zone By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 19 82 Method Blower door Inside db(OF) 68 75 Shielding/stories 3(partial)/2 Design TD (OF) 50 7 Pressure/AVF 50 Pa/1517 cfm Daily range - L Inside,humidity(%) 50 50 Moisture difference(gr/lb) 40 37 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 OF 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 (ft) (Btuh) (Btuh) (cfm) (cfm) M. Bath Rm 179 3778 2480 132 101 M. Suite 330 5677 5892 198 239 Office 68 1304 1601 46 65 M. Clst 2 64 711 119 25 5 M. Clst 38 117 34 4 1 M. Suite Zone 679 11588 1.0126 405 411 Other equip loads 0 0 Equip. @ 0.87 RSM 8830 Latent cooling 1399 TOTALS I 679 I 11588 I 10229 i 405 I 411 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -lir-vyrri9htsof!" 2022-Jun-20 11:04:58 Right-Suite®.Universal202222.0.01 RSU30008 Page ...a 2095 Nassau Point Road'Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Load Short Form Job: MC0174 Date: Jun 16,2022 r °u1A� Zone 1 By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservires.com License:7960376 Project Information For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935, Design Information Htg Clg Infiltration Outside db(°F) 19 82 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD (°F) 50 7 Pressure/AVF 50 Pa/1517 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 40 37 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 (ft2) (Btuh) (Btuh) (cfm) (cfm) Stairs 60 0 0 0 0 Bath 8 75 3351 1448 122 58 Hall 207 0 0 0 0 Bed Rm 7 184 3829 4374 139 176 Bath 6/7 90 1038 548 38 22 Laundry 1 34 0 0 0 0 Bed Rm 6 185 3258 4141 118 167 Kitchen 4.51 3363 4872 122 196 Breakfast 244 9399 6471 342 260 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2022-Jun-2011:04:58' .r=.•. �..�r� Right-Suite®Universal 2022 22.0.01 RSU30008 Page 7 ...a 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Zone 1529 24239 21853 881 880 Other equip loads 0 0 Equip.@ 0.87 RSM 19056 Latent cooling 3267 TOTALS I 1529 I. 24239 I 22322 I 881 I 880 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - -wrig tsoft- 2022-Jun-20 11:04:58 '� ,.,+•,+ +...�+, Right-Suite@Univers6l2022t2.0.01RSU30008 Page ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Load Short Form Job: MC0174 Date: Jun 16,2022 Encre/lvuing Zone 2 By: Michael A.Caruso Savr..c Energy Testing.Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • ' For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 19 82 Method Blower door Inside db(°F) 68 75 Shielding/stories 3 (partial)/2 Design TD ('F) 50 7 Pressure/AVF 50 Pa/1517 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 40 37 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 CIg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Guest/Office 173 1868 3259 68 131 Pantry 41 0 0 0 0 Pwdr 28 0 0 0 0 Living Rm 572 9804 8728 356 351 Foyer 251 5219 2559 190 103 Stairs 2 67 0 0 0 0 Family Rm 349 6330 6443 230 259. Jr. M. Clst 46 0 0 0 0 Jr. M. Bath 65 754 447 27 18 Jr. M. Suite 247 4072 4471 148 180 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -fid-wrightsoft^ 2022-Jun-20 11:04:58 +. .• ..��.. Right-SUitee Universal2022 22.0.01 RSU30008 Page ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Zone 2 1839 28048 25907 1019 1043 Other equip loads 0 0 Equip.@ 0.87 RSM 22591 Latent cooling 3653 TOTALS i 1839 I 28048 i 26244 i 1019 I 1043 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightBOW 2022-Jun-2011:04:58 Ar�, Right-Suite®Universal 2022 22.0.01 RSU30008 Page 10 m ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJt3 Front Door faces:SW Building Analysis Job: MC0174 Date: Jun 16,2022 Entire House By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energylestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature (T) 68 75 Elevation: 7 ft Design TD (T) 50 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 39.8 37.0 Dry bulb(°F) 19 82 Infiltration: Daily range (T) - 12 ( I ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3 (partial)/2 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/3372 cfm Component Btuh/ft2 Btuh %of load Walls 2.9 12472 13.0 vdis Glazing 14.8 22652 23.6 Doors 14.4 1249 1.3 Ducts Ceilings 2.0 8562 8.9 Floors 0.2 658 0.7 Infiltration 3.4 18665 19.4 Gazing Ducts 31895 33.2 Piping 0 0 Humidification 0 0 Ventilation 0 0 aha Adjustments 0 4D Tiny irfilaabm Total 1 1 96152 100.0 Component Btuh/ft2 Btuh %of load Walls 0.7 2872 3.4 V Its Glazing 22.0 33491 39.4 Irkrnd«rs Doors 6.6 570 0.7 Ceilings 0.8 3181 3.7 Floors 0.0 29 0.0 Ga&g Infiltration 0.2 1228 1.4 Ducts 23139 27.2 Ventilation 0 0 Internal gains 20455 24.1 Blower 0 0 DjJs Adjustments 0 TotalCtEr 84966 100.0rgs Latent Cooling Load = 12276 Btuh Overall U-value=0.165 Btuh/ft2-°F Data entries checked. wrightwp{!- 2022-Jun-20 11 iO4:58 -• - Right-Suite®Universal 2022 22.0.01 RSU30008 Page 1 /IC.0 A ...a 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Building Analysis Job: MC0174 Y Date: Jun 16,2022 7.1 Sys 1- 1st Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature (°F) 68 75 Elevation: 7 ft Design TD(°F) 50 7 Latitude: 41'N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 39.8 37.0 Dry bulb('F) 19 82 Infiltration: Daily range('F) - 12 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial)/2 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/1517 cfm Component Btuh/ft2 Btuh % of load Walls 2.9 6472 12.4 Ndls Glazing 14.9 13956 26.7 Doors 14.4 1249 2.4 Ducts Ceilings 1.9 1848 3.5 Floors 0.1 492 0.9 Infiltration 3.4 10289 19.7 Ding Ducts 17981 34.4 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 52286 100.0 1, her Irfiltr tcn • 0 • Component Btuh/ft' Btuh %of load Walls 0.7 1491 3.2 V'Wls Glazing 22.4 21014 44.5 Itirn-dGirs Doors 6.6 570 1.2 Ceilings 0.8 761 1.6 Floors 0.0 5 0.0 Infiltration 0.2 677 1.4 G cdrg Ducts 13009 27.6 Ventilation 0 0 Internal gains 9680 20.5 Blower 0 0 Adjustments 0 Total 47207 100.0 atu Latent Cooling Load =6920 Btuh Overall U-value=0.099 Btuh/ft?'F WARNING: window to floor area ratio=27.9%-more than 25%. -1ld- wrlght[sc ft- 2022-Jun-20 11:04:58 Ak- ..Right-Suite@ Universal 2022 22001 RSU30008 L�� ...... _-....._....,_. Page 2 /11..C.P� ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW BuildingAnalysis Job: MC0174 Y Date: Jun 16,2022 Sys 2- 2nd Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature('F) 68 75 Elevation: 7 ft Design TD ('F) 50 7 Latitude: 41'N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 39.8 37.0 Dry bulb('F) 19 82 Infiltration: Dailyrange ('F) - 12 ( I ) Method Blower door Wet bulb('F) - 72 Shielding/stories 3(partial)/2 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/ 1517 cfm • Component Btuh/ft2 Btuh %of load Walls 2.8 6000 13.7 MIS Glazing 14.9 8696 19.8 Doors 0 0 0 aicts Ceilings 2.1 6714 15.3 Floors 0.2 166 0.4 Gong Infiltration 3.4 8376 19.1 Ducts 13914 31.7 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 ce4rosp,rfiltrtcn Total 1 43866 100.0 ahff Component Btuh/ff Btuh % of load Walls 0.6 1382 3.7 VAIs Glazing 21.3 12477 33.0 Doors 0 0 0 IIkn-dC1irs Ceilings 0.8 2420 6.4 Gairg Floors 0.0 24 0.1 Infiltration 0.2 551 1.5 Ducts 10130 26.8 Ventilation 0 0 Internal gains 10775 28.5 Blower 0 0 Adjustments 0 Oilirgbt. 'Dxt Total 37759 100.0 Latent Cooling Load =5357 Btuh Overall U-value=0.239 Btuh/ftZ'F Data entries checked. ' wrights01'!' 2022-Jun-2011:04:58 -• -AZ— AMRight-Suite®U niversal 2022 22.0.01 RSU30008 Page 3 ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Building Analysis Job: MC0174 Date: Jun 16,2022 2nd Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature(T) 68 75 Elevation: 7 ft Design TD (°F) 50 7 Latitude: 41'N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 39.8 37.0 Dry bulb(T) 19 82 Infiltration: Dailyrange (TF) - 12 ( L ) Method Blower door Wet bulb('F) - 72 Shielding/stories 3 (partial)/2 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/ 1517 cfm • Component Btuh/ft2 Btuh %of load Walls 2.6 4314 13.4 1Adls Glazing 14.9 6240 19.3 Doors 0 0 0 acts Ceilings 2.1 5300 16.4 Floors 0.2 166 0.5 oaang Infiltration 3.4 6020 18.6 Ducts 10239 31.7 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Celirgs 3Infiltration Total 1 1 32278 100.0 aher • • Component Btuh/ftz Btuh %of load Walls 0.6 994 3.4 VAIs Glazing 22.9 9637 32.7 Doors 0 0 0 Irtard Girs Ceilings 0.8 1911 6.5 Garry Floors 0.0 24 0.1 Infiltration 0.2 396 1.3 Ducts 7898 26.8 Ventilation 0 0 Internal gains 8580 29.1 Blower 0 0 Adjustments 0 Cbliry6 Total 29439 100.0 j IDiZ Latent Cooling Load =3957 Btuh Overall U-value=0.233 Btuh/11122F Data entries checked. - '� WMQht -Dft- 2022-Jun-2011:04:58 r� ---- Right-SuiteOO Universal 2022 22.0.01 RSU30008 Page �C•� ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Building Analysis Job: MC0174 Date: Jun 16,2022 M. Suite Zone By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature(T) 68 75 Elevation: 7 ft Design TD (T) 50 7 Latitude: 41'N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 39.8 37.0 Dry bulb(T) 19 82 Infiltration: Daily range (°F) - 12 Method Blower door Wet bulb('F) - 72 Shielding/stories 3(partial)/2 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/1517 cfm • Component Btuh& Btuh %of load Walls 3.2 1686 14.5 WJls Glazing 14.8 2456 21.2 Doors 0 0 0 Dusts Ceilings 2.1 1414 12.2 Floors 0 0 0 Infiltration 3.4 2356 20.3 oaang Ducts 3676 31.7 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Celirtgs I fltratim Total 1 11588 100.0 Component Btuh/ft2 Btuh %of load Walls 0.7 388 3.8 VAIS Glazing 25.2 4162 41.1 IrtarllGirs Doors 0 0 0 Ceilings 0.8 510 5.0 Floors 0 0 0 Infiltration 0.2 155 1.5 erg Ducts 2717 26.8 Ventilation 0 0 Internal gains 2195 21.7 Blower 0 0 Rc1s Adjustments 0 J1 Total 10126 100.0 (Dilirgs aff Latent Cooling Load = 1399 Btuh Overall U-value=0.262 Btuh/ft2-'F Data entries checked. W rightsoli't- 2022-Jun-20 11:04:58 -• --� Right-Suite®Universal2022 22.0.01 RSU30008 Page AM ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Building Analysis Job: MC0174 Date: Jun 16,2022 Zone 1 By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature ('F) 68 75 Elevation: 7 ft Design TD(°F) 50 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 39.8 37.0 Dry bulb(°F) 19 82 Infiltration: Daily range (°F) - 12 ( l ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial)/2 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/ 1517 cfm o • Component Btuh/ft2 Btuh /o of load Walls 2.7 3058 12.6 Vhls Glazing 14.9 6088 25.1 Doors 14.4 947 3.9 ajis Ceilings 1.6 530 2.2 Floors 0.3 492 2.0 Infiltration 3.4 4788 19.8 aairy Ducts 8335 34.4 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 24239 100.0 1,rp. Irfiltraticn Component Btuh/ftz Btuh %of load Walls 0.6 704 3.2 VIAIs Glazing 22.3 9128 41.8 IrtrrdGirs Doors 6.6 433 2.0 Ceilings 0.9 286 1.3 Floors 0.0 5 0.0 Infiltration 0.2 315 1.4 fir» Ducts 6022 27.6 Ventilation 0 0 Internal gains 4960 22.7 Blower 0 0 Dd1s Adjustments 0 J1 Total 21853 100.0 ctu Latent Cooling Load = 3267 Btuh Overall U-value=0.074 Btuh/ftl�-°F WARNING:window to floor area ratio=26.8%-more than 25%. wrightac fC' 2022-Jun-2011:04:58 AM� •-r •- Right-Suite®Universal 2022 22.0.01 RSU30008 Page ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Building Analysis Job: MC0174 y Date: Jun 16,2022 Zone 2 By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature(°F) 68 75 Elevation: 7 ft Design TD (°F) 50 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 39.8 37.0 Dry bulb(°F) 19 82 Infiltration: Dailyrange (°F) - 12 ( I_ ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial)/2 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/1517 cfm • Component Btuh/ft2 Btuh %of load Walls 3.2 3414 12.2 W311S Glazing 14.9 7868 28.1 Doors 14.4 301 1.1 acts Ceilings 2.1 1318 4.7 Floors 0 0 0 Infiltration 3.4 5501 19.6 aaong Ducts 9645 34.4 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 p� 31 Total 28048 100.0 Glirgs lrtiiltrtcn Component Btuh/ft2 Btuh %of load Walls 0.7 786 3.0 \/%Is Glazing 23.2 12287 47.4 I11a' Girs Doors 6.6 138 0.5 Ceilings 0.8 475 1.8 Floors 0 0 0 Infiltration 0.2 362 1.4 Gairg Ducts 7139 27.6 Ventilation 0 0 Internal gains 4720 18.2 D.ds Blower 0 0 Adjustments 0 Total 25907 100.0 CtEr Latent Cooling Load=3653 Btuh Overall U-value=0.120 Btuh/ft22F WARNING:window to floor area ratio=28.8%-more than 25%. -Fid' Wrlghtsc),ft- 2022-Jun-2011:04:58 -• - Right-Suite@ Universal 2022 22.0.01 RSU30008 Page 7 �� ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Project Summary Job: MC0174 tl Date: Jun 16,2022 "p1a""s Entire House By: Michael A.Caruso .vices Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Pro"ect Information For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Notes: HERS Rater#7960376 Design Information Weather: Montauk AP, NY,,US Winter Design Conditions Summer Design Conditions Outside db 19 °F Outside db 82 °F Inside db 68 °F Inside db 75 °F Design TD 50 °F Design TD 7 °F Daily range L Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 64258 Btuh Structure 61827 Btuh Ducts 31895 Btuh Ducts 23139 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 96152 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 74091 Btuh Method Blower door Latent.Cooling Equipment Load Sizing. Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa P3372 cfm Structure 6757 Btuh Ducts 5519 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ft2) 6590 6590 Equipment latent load 12276 Btuh Volume(ft3) 67440 67440 Air changes/hour 0.31 0.14 Equipment Total Load(Sen+Lat) 86367 Btuh Equiv.AVF(cfm) 343 155 Req.total capacity at 0.70 SHR 8.8 ton Heating.Equipment Summary Cooling Equipment Summary 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 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -*-wrig -T 2022-Jun-20 11:04:56 »•�• �» .- Right-SuiteO Universal 202222.0.01 RSU30008 Pagel ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Project Summary Job: MC0174 Date: Jun 16,2022 Sys 1- 1st Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:63.1-244-2627 Email:mcaruso@energytestingservices.com.Web:www.energytestingservices.com License:7960376 Prooect Information For: Paparella Residence 2095 Nassau'Point Road, Cutchogue, NY 11935 Notes: HERS Rater#7960376 Design Information Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 68 OF Inside db 75 OF Design TD 50 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 34306 Btuh Structure 34198 Btuh Ducts 17981 Btuh Ducts 13009 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh none Humidification 0 Btuh Blower e) 0 Btuh Piping 0 Btuh Equipment load 52287 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 41165 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa/1517 cfm Structure 3804 Btuh Ducts 3116 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ftz) 3368 3368 Equipment latent load 6920 Btuh Volume (fP) 38440 38440 Air changes/hour 0.30 0.13 Equipment Total Load(Sen+Lat) 48084 Btuh Equiv.AVF(cfm) 189 86 Req.total capacity at 0.70 SHR 4.9 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Carrier Trade Trade CARRIER Model AFUE 92 Cond 24ACC660B00310 AHRI ref Coil FV4CNB006L AHRI ref 202507180 Efficiency 92 AFUE Efficiency 13.0 EER, 16 SEER Heating input 59783 Btuh Sensible cooling 39900 Btuh Heating output 55000 Btuh Latent cooling 17100 Btuh Temperature rise 26 OF Total cooling 57000 Btuh Actual air flow 1900 cfm Actual air flow 1900 cfm Air flow factor 0.036 cfm/Btuh Air flow factor 0.040 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.87 Calculations approved by ACCA.to meet all requirements of Manual J 8th Ed. - 2022-Jun-20 11:04:58 •»�• - .-9- Right-Suite@ Universal 2022 22.0.01 RSU30008 Page 2 ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Project Summary Job: MC0174 Date: Jun 16,2022 c-geerP ns Sys 2-.2nd Floor By: Michael A.Caruso CC Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energyteslingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Notes: HERS Rater#79603.76 Design Information Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 68 OF Inside db 75 OF Design TD 50 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 29952 Btuh Structure 27629 Btuh Ducts 13914 Btuh Ducts 10130 Btuh Central vent(0 cfm) 0 Btuh Central vent(0-cfm) 0 Btuh Humnone idification 0 Btuh Blower e) 0 Btuh Piping 0 Btuh Equipment load 43866 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 32926 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa 1517 cfm Structure 2953 Btuh Ducts 2403 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (pone) Area(ft2) 3222 3222 Equipment latent load 5357 Btuh Volume(ft3) 29000 : 29000 Air changes/hour 0.32 0.14 Equipment Total Load (Sen+Lat) 38283 Btuh Equiv.AVF (cfm) 154 70 Req.total capacity at 0.70 SHR 3.9 ton Heating Equipment Summary, Cooling Equipment Summary Make Generic Make Carrier Trade Trade CARRIER Model AFUE 92 Cond 24ACC648AO0300 AHRI ref Coil FV4CNB006L AHRI ref 9180202 Efficiency 92 AFUE Efficiency 13.0 EER, 16 SEER Heating input 48913 Btuh Sensible cooling 32200 Btuh Heating output 45000 Btuh Latent cooling 13800 Btuh Temperature rise 27 OF Total cooling 46000 Btuh Actual air flow 1533 cfm Actual air flow 1533 cfm Air flow factor 0.035 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th.Ed. d-wr1ghtesc)&L— 2022-Jun-2011:04:58 �• �- �-.� Right-Suite@ Universal 202222.0.01 RSU,30008 Page C� ...a 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 .Front Door faces:SW Project Summary Job: MC0174 cRmTs:�c Date: Jun 16,2022 <rms 2nd Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Prooect Information, For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Notes: HERS Rater#7960376 Design Information Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 °F Outside db 82 °F Inside db 68 °F Inside db 75 °F Design TD 50 °F Design TD 7 °F Daily range L Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 22040 Btuh Structure 21541 Btuh Ducts 10239 Btuh Ducts 7898 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 32278 Btuh Use manufacturer's data n Rate/swing,multiplier 0.87 Infiltration Equipment sensible load 25671 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa/1517 cfm Structure 2060 Btuh Ducts 1897 Btuh Heatin Cooling Central vent(0 cfm) 0 Btuh g Area(ft� 2544 2544 Equipment latent load 3957 Btuh Volume (113) 22894 22894 Air changes/hour 0.29 0.13 Equipment Total Load(Sen+Lat) 29628 Btuh Equiv.AVF(cfm) 111 . 50 Req.total capacity at 0.70 SHR 3.1 ton Heating Equipment Summary Cooling Equipment Summary 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 Calculations approved by ACCA.to meet all requirements of Manual J 8th Ed. -*-wrilghtscWt- 2022-Jun-2011:04:58 }�j�_ •��• •�--• Right-Suite®Universal 2022 22.0.01 RSU30008 Page e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJB Front Door faces:SW Project Summary Job: MC0174 Date: Jun 16,2022 [��vre:mc M. Suite Zone By: Michael A.Caruso ® Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:'631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Proiect Information For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Notes: HERS Rater#7960376 Desicin Information Weather: Montauk AP', NY, US Winter Design Conditions Summer Design Conditions Outside db 19 °F Outside db 82 °F Inside db 68 °F Inside db 75 °F Design TD 50. of Design TD 7 of Daily range L Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 7912 Btuh Structure 7410 Btuh Ducts 3676 Btuh Ducts 2717 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 11588 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 8830 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3( artial)/2 Pressure/AVF 50 Pa�1517 cfm .Structure 893 Btuh Ducts 506 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ft?) 679 679 Equipment latent load 1399 Btuh Volume(ft') 6107 6107 Air changes/hour 0.43 0.19 Equipment Total Load (Sen+Lat) 10229 Btuh Equiv.AVF(cfm) 43 20 Req.total capacity at 0.70 SHR 1.1 ton Heating Equipment Summary Cooling Equipment Summary 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 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -*-wrlght6ot`t' 2022-Jun-20 11:04:58 �� •��• - .+• Right-Suite®Universal202222.0.01 RSU30008 Page �+� ...a 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Project Summary Job: MC0174 J Date: Jun 16,2022 Ems.griehng Zone 1 By: Michael A.Caruso �= T acs Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Pro"ectinformation For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Notes: HERS Rater#7960376 Desicin Information Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 68 OF Inside db 75 OF Design TD 50 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 15903 Btuh Structure 15831 Btuh Ducts 8335 Btuh Ducts 6022 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification - 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 24239 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 19056 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa 1517 cfm Structure 1852 Btuh Ducts 1415 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(f:2) 1529 1529 Equipment latent load 3267 Btuh Volume(ft3) 15279 15279 Air changes/hour 0.35- 0.16 Equipment Total Load (Sen+Lat) 22322 Btuh Equiv.AVF(cfm) 88 40 Req.total capacity at 0.70 SHR 2.3 ton Heating Equipment Summary Cooling Equipment Summary 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 OF 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 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti -•�-wright6oft-t 2022-Jun-20 11:04:58 I'mY•-•, �--.• A Right-SuiteO Universal 202222.0.01 RSU30008 Page e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Project Summary, Job: MC0174 J Date: Jun 16,2022 Zone Z By: Michael A.Caruso C' Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Promect Information For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Notes: HERS Rater#7960376 Design Information Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 °F Outside db 82 °F Inside db 68 °F Inside db 75 °F Design TD 50 °F Design TD 7 °F Daily range L Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 18402 Btuh Structure 18768 Btuh Ducts 9645 Btuh Ducts 7139 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 'Btuh Equipment load 28048 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 22591 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3( artial)/2 Pressure/AVF 50 Pa T1517 cfm Structure 1951 Btuh Ducts 1701 Btuh Heatin Coolin Central vent(0 cfm) 0 Btuh g g Area(ft� 1839 1839 Equipment latent load 3653 Btuh Volume(ft3) 23161 23161 Air changes/hour 0.26 0.12 Equipment Total Load(Sen+Lat) 26244 Btuh Equiv.AVF(cfm) 101 46 Req.total capacity at 0.70 SHR 2.7 ton Heating Equipment Summary Cooling Equipment Summary 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 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -wrightsoft- 2022-Jun-20 11:04:58 - - Right-Suite@ Universal 2022 22.0.01 RSU30008 Page ...a 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJB Front Door faces:SW Manual S Compliance Report Job: MC0174 Date: Jun 16,2022 s Sys 1- 1st Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energyt'estingservices.com License:7960376 Project • • For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 47207 Btuh Entering coil DB: 77.1°F Outdoor design WB: 72.0°F Latent.gain: 6920 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0°F Total gain: 54127 Btuh Indoor RH: 50% Estimated airflow: 1900 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: 24ACC660B00310+FV4CNB006L Actual airflow: 1900 cfm Sensible capacity: 49261 Btuh 104%of load Latent capacity: 9181 Btuh 133%of load Total capacity: 58442 Btuh 10.8%of load SHR: 84% Heating Equipment Design Conditions Outdoor design DB: 18.57 Heat loss: 52287 Btuh Entering coil DB: 66.1°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Generic Model: AFUE 92 Actual airflow: 1900 cfm - Output capacity: 55000 Btuh 105%of load Meets all requirements of ACCA Manual S. - -wrightsoft'0 2022-Jun-20 11:04:58 s� ,�.•,e.w..»,,�.,o. Right-Suite@ Universal 2022 22.0.01 RSU30008 Page,1 e M95 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Manual S Compliance Report Job: MC0174 Date: Jun 16,2022 se'ri�5��s Sys 2- 2nd Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor.design DB: 82.2°F Sensible gain: 37759 Btuh Entering coil DB: 77.VF Outdoor design WB: 72.0°F Latent gain: 5357 Btuh Entering coil WB: 63HF Indoor design DB: 75.0°F Total gain: 43116 Btuh Indoor RH: 50% Estimated airflow: 1533 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: 24ACC648A00300+FV4CNB006L Actual airflow: 1533 cfm Sensible capacity: 39184 Btuh 104%of load Latent capacity: 7223 Btuh 135%of load Total capacity: 46407 Btuh 108%of load SHR: 84% Heating Equipment Design Conditions Outdoor design DB: 18.5°F Heat loss: 43866 Btuh Entering coil DB: 66.1°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Generic Model: AFUE 92 Actual airflow: 1533 cfm Output capacity: 45000 Btuh 103%of load Meets all requirements of ACCA Manual S. wrightsoft- 2022-Jun-2011:04:58 Right-Suite(D Universal2022 22.0.01 RSU30008 Page e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Residential ' - Review Form for HVAC RIPER 1 ACCK System Design e IEquipment, R 15 Mar 09 At 0adbtgG�akrsdl+ne� Town of Southold Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael A. Caruso Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 7960376 or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 2095 Nassau Point Road, Sys 1-1 st Floor HVAC LOADCALCULATION ,0 DesignCoaditions Building Constrl..tction_Information Winter Design Conditions Building Outdoor temperature: 19 °F Orientation: Front Door faces Southwest Indoor temperature: 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 52287 Btuh Number of bedrooms: 4 Conditioned floor area: 3368 ft2 Summer Design Conditions Number of occupants: 6 Outdoor temperature: 82 °F Indoor temperature: 75 °F Windows Roof Grains difference: 37 gr/lb @50% RH Eave overhang depth: 0 ft Sensible heat gain: 54137 Btuh Internal shade: none Latent heat gain: Blinds,drapes,etc. 9 7935 Btuh t7eptah Window Total heat gain: 62072 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Re-ating- q.uipment_Data Go_oling-EquipmenLData Blow_er-Data Equipment type: Prop boiler EVipcment t pe: Split AC Heating cfm: 1900 urnace,Healpump,Boiler,etc. _ it onditio er,Heat pump,etc., Cooling cfm: 1900 Model: Generic Model: Carrier Static pressure: 0.60 in H2O AFUE 92 24ACC660B00310+FV4CNB006L airflow Fan's rated external static pressure for design Heating output capacity,: §5000 Btuh Total cooling capacity: 58442 Btuh Heat pumps-capacity at winter design out oor conditions , Sensible cooling capacity: 49261 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 9181 Btuh • •1 Design airflow: 1900 cfm Longest supply duct: 572 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 128 ft Trunk duct: Sheet metal Total device pressure losses: -0.3 in H2O' Total effective length(TEL): 700 ft- Available static pressure(ASP): 0.25 in H2O Friction rate: A Branch duct: Sheet metal Friction p 6 in/100ft I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality or Authority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrightsof - �••tea•-•-T�ro�� Right-Suite@ Universal 2022 22.0.01 RSU30008 Residential ■ Examiner _Re vie Form _ RPER 1 ACCKo for HVAC System 15 Mar 09 ArCapbigl'bitaaaadMeta Town of Southold Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael A. Caruso Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 7960376 or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 2095.Nassau Point Road, Sys 2-2nd Floor Design-Conditions Building-Construction-Information Winter Design Conditions Building Outdoor temperature: 19 *F Orientation: Front Door faces Southwest Indoor temperature: 68 'F . North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 43866 Btuh Number of bedrooms: 7 Conditioned floor area: 3222 ft2 Summer Design Conditions Number of occupants: 6 Outdoor temperature: 82 *F Indoor temperature: 75 .*F Windows Roar Grains difference: 37 gr/lb @50% RH Eave overhang depth: p ft Sensible heat gain:9 43302 Btuh Ineeinas�shade:es tc. none Latent heat gain: 6143 Btuh oeptt'h Wndmw Total heat gain: 49445 Btuh Number of skylights: p HVAC EQUIPMENT • 41 Heating-Equipment-Data Cooling-Equipment-Data Blower-Data Equipment type: Prop boiler Equipment type: Split AC Heating cfm: 1533 furnace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 1533 Model: Generic Model: Carrier Static pressure: 0.60 in H2O AFUE 92 24ACC648A00300+FV4CNBOO6L Fan's ra airflow ted external static pressure for design Heating output capacity: J5000 Btuh Total cooling capacity: 46407 Btuh Heat pumps-capaeityat winter design out oor conditions Sensible cooling capacity: 39184 Btuh Aux.heating output capacity: p Btuh Latent cooling capacity: 7223 Btuh HVAC DUCT DISTRIBUTION •1 Design airflow: 1533 .cfm Longest supply duct: 516 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 66 ft Trunk duct: Sheet metal Total device pressure losses: -0.3 in H2O Total effective length(TEL): 582 ft Available static pressure(ASP): 0.25 in H2O Friction rate: p,fld3 in/100ft Branch duct: Sheet metal Friction R ate=ASP+(T EL x PA I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist w o 1_11__ _ Right-SuiteO Universal 2022 22.0.01 RSU30008 Duct System Summary Job: MC0174 Date: Jun 16,2022 ES'„ ping Sys 1- 1st FIOOP By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E.Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservires.com License:7960376 Project • • ' For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.204/0.046 in H2O 0.204/0.046 in H2O Lowest friction rate 0.036 in/100ft 0.036 in/100ft Actual air flow 1900 cfm 1900 cfm Total effective length (TEL) 700 ft Suppl y Branch Detail 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 Bath W h 1038 38 22 0.041 5.0 Ox 0 ShMt 79.0 425.0 st12 Bath 8 h 3351 122 58 0.042 8.0 Ox 0 ShMt 93.0 395.0 st12 Bed Rm 6 C 2071 59 83 0.041 7.0 Ox 0 ShMt 72.0 430.0 st12 Bed Rm 6-A C 2071 59 83 0.044 6.4 8x 6 ShMt 70.0 395.0 st11 Bed Rm 7 C 2187 70 88 0.041 7.0 Ox 0 ShMt 92.0 405.0 st12 Bed Rm 7-A C 2187 70 88 0.041 7.0 Ox 0 ShMt 84.5 415.0 st12 Breakfast h 4699 171 130 0.036 9.0 Ox 0 ShMt 93.6 470.0 st11 Breakfast-A h 4699 171 130 0.038 9.0 Ox 0 ShMt 83.8 460.0 st11 Family Rm C 3221 115 130 0.087 7.0 Ox 0 ShMt 9.5 225.0 st7 Family Rm-A C 3221 115 130 0.070 7.0 Ox 0 ShMt 22.0 270.0 st8 Foyer h 2609 95 52 0.067 7.0 Ox 0 ShMt 34.5 270.0 st8 Foyer-A h 2609 95 52 0.069 7.0 Ox 0 ShMt 42.0 255.0 st8 Guest/Office C 3259 68 131 0.069 7.0 Ox 0 ShMt 49.5 245.0 st8 Jr.M.Bath h 754 27 18 0.086 4.0 Ox 0 ShMt 11.5 225.0 st7 Jr.M.Suite c 2236 74 90 0.069 7.0 Ox 0 ShMt 27.0 270.0 st8 Jr.M.Suite-A C 2236 74 90 0.079 6.0 Ox 0 ShMt 24.5 235.0 st7 Kitchen c 2436 61. 98 0.036 8.0 Ox 0 ShMt 92.0 480.0 st11 Kitchen-A C 2436 61 98 0.036 8.0 Ox 0 ShMt 77.0 490.0 st11 Living Rm-A h 4902 178 176 0.069 8.0 Ox 0 ShMt 35.5 260.0 st8 Living Rm-B h 4902 178 176 0.071 8.0 Ox 0 ShMt 53.5 235.0 st8 Bold/Italic values have been manually overridden wrightSoft- 2022-Jun-20 11:04:58 ^` ,.,.•, .a� ,o Right-Suite@)Universal 2022 22.0.01 RSU30008 Pagel e 2095 Nassau Point Road Cutchogue NY 11935.rup. Calc=.MJ8 Front Door faces:SW SupplyDetail Table Trunk Htg Clg Design Veloc Diarri H x W Duct Name Type (Cfm) (cfm) FIR.' (fpm) (in) (in) Material Trunk st11 Peak AVF 523 540 0.036 486 13.5 8 x 20 ShtMetl st10 st12 Peak AVF 358 340 0.041 460 11.2 8 x 14 ShtMetl st10 s18 Peak AVF 16.84 1685 0.036 562 .20.6 8 x 54 ShtMetl st2 st10 Peak AVF 881 880 0.036 528 16:2 8 x 30 ShtMetl St8 st7 Peak AVF 216 238 �0.079 .535 8.4 8 x 8 ShtMetl st2 st2 Peak AVF 1900 1922 0.036 558 21.6 8 x 62 ShtMetl 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 j rb1 18x 49 1900 1922 128.0. 0.036 612 24.0 Ox 0 ShMt 1 A= wrightsoft^ 2022-Jun-2011:04:58 +..++•� ��,.�.,.... Right-Suite®Universa1202222,0.01 RSU30008 Paget ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Duct System Summary Job: MC0174 Date: Jun 16,2022 .Sys 2-2nd Floor By: Michael A.Caruso 9C Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses, 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.222/0.028 in H2O 0.222/0.028 in H2O Lowest friction rate 0.043 in/100ft 0.043 in/100ft Actual air flow 1533 cfm 1533 cfm Total effective length (TEL) 582 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 Bath h 1043 36 17 0.051 5.0 Ox 0 ShMt 88.0 350.0 st4 Bath 2 h 1169 41 21 0.063 5.0 Ox 0 ShMt 21.5 330.0 st4 Bath 3 h 830 29 13 0.081 4.0 Ox 0 ShMt 20.0 255.0 st6 Bath 4/5 h 1294 45 26 0.059 5.0 Ox 0 ShMt 41.0 335.0 st4 Bed Rm 10 c 3132 82 127 0.049 8.0 Ox 0 ShMt 100.0 350.0 st4 Bed Rm 2 h 3181 111 87 0.055 7.0 Ox 0 ShMt 29.0 375.0 st3 Bed Rm 2-A h 3181 111 .87 O.b65 7.0 Ox 0 ShMt 30.5 310.0 st3 Bed Rm 3 c 2420 52 98 0.080 7.0 Ox 0 ShMt 31.0 245.0 st6 Bed Rm 3-A c 2420 52 98 0.080 7.0 Ox 0 ShMt 38.5 240.0 st6 Bed Rm 4 c 3981 122 162 0.05.7 8.0 Ox 0 ShMt 30.0 360.0 st4 Bed Rm 5 c 3836 108 156 0.057 8.0 Ox 0 ShMt 50.0 340.0 st4 Bed Rm 9 c 3142 84 128 0.051 8.0 Ox 0 ShMt 78.0 360.0 st4 Clst 3 h 643 22 18 0.083 4.0 Ox 0 ShMt 16.5 250.0 st6 Hall 2-A h 5054 177 120 0.052 9.0 Ox 0 ShMt 89.0 340.0 st4 M.Bath Rm h 3778 132 101 0.047 8.0 Ox 0 ShMt 63.0 410.0 st6 M.Clst h 117 4 1 0.060 4.0 Ox 0 ShMt 46.5 325.0 st6 M.Clst 2 h 711 25 5 0.049 4.0 Ox 0 ShMt 56.5 400.0 st6 M.suite C 2946 99 120 0.059 7.0 Ox 0 ShMt 52.5 325.0 st6 M.suite-A c 2946 99 120 0.047 8.0 Ox 0 ShMt 56.5 415.0 st6 Office C 1601 46 65 0.043 6.0 Ox 0 ShMt 50.5 465.0 st6 Storage h 1576 55 36 0'055 6.0 Ox 0 ShMt 60.0 345.0 st4 Bold/italic values have been manually overridden -�-wrightsof[ 2022-Jun-20 11:04:58 ...•+• N..ar�.o�, • Right-Suite@ Universal202222.0.01 RSU30008 Page e 2095 Nassau Point Road Cutchogue NY 11935.rup, Calc=MJB Front Door faces:SW SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st4 Peak AVF 751 792 0.049 594 14.6 8 x 24 ShtMetl st5 st5 Peak AVF 973 967 0.049 584 15.7 8 x 30 ShtMetl st1 st6 Peak AVF 560 .639 0.043 523 13.8 8 x 22 ShtMetl st1 SO Peak AVF 1533 1606 0.043 602 19.5 8 x 48 ShtMetl st3 Peak AVF 222 175 0.055 400 8.9 8 x 10 ShtMetl st5 Return Branch Detail Table 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 rb2 18x41 1533 1'606 66.0 0.043 609 22.0 Ox 0 ShMt -*-wrightsaft'° 2022-Jun-20 11:04:58 '� ...a•w«... �,-. Right-Suite®Universal 2022 22.0.01 RSU30008 Page 4 e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW N I� Foundation G.S.O.G S.O.G S.O.G 2 SAG 3 Sup Riscr 38x8 XIS` 24 f Rser 8' i i i Unfinished aSMM i i i i �• i SdxB 7' M.h and Efe R. 24' 82 x 8 8.8 8' Job#: MC0174 Energy Testing Services Scale: 1 : 186 Performed by Michael A. Caruso for: Paparella Residence Page 1 1648 Locust Ave Suite E Right-Suite®Universal 2022 2095 Nassau Point Road Bohemia,NY 11716 22.0.01 RSU30008 Cutchogue,NY 11935 Phone:631-244-2627 2022-Jun-20 11:05:14 www.energytestingservices.com mcaruso@energytestingservi ...oint Road Cutchogue NY 11935.rup N 1st Floor 88 1 38d 83dm BB dm 88 dm 86 dm W dm 171 tlm Slabs 1u dm - Bath 6l7 Bed Rm 6 Kitchen 7'Bed Rm7 7' S• 7• e• 8' dd. 3�Cer Garage 8 8BathB La r,t 1B7t dmRan e• lax R6 R sup RI., et or p� Rd Rq 3ax8 178 dm �i]t tlm Pent GuesUOlike lasing R. �BS dm Foyar 178dm �s am slalrs z �dm .,M.CIA Family Rm Jr.M.Sute 1>a tlm A M.Bath tdm m r� �138 am n Job#i Energy Testing Services Scale: 1 : 186 Performed by Michaelhael A.A. Caruso for: Paparella Residence 1648 Locust Ave Sit E Page 2 Suite 2095 Nassau Point Road Right-Suite®Universal 2022 Cutchogue,NY 11935 Bohemia,NY 11716 22.0.01 RSU30008 Phone:631-244-2627 2022-Jun-20 11:05:14 .energytestingservices.com mcaruso@energytestingservi oint Road Cutchogue NY 11935.rup (i - ( I ' I I 2nd Floor 121 dm 41 am m dm 3Ba 12B am 158 dm 4sd IV dm 1 Statr 3 Balh B B• B• B• B• .5, Beth 3• Bed Rm2 - B• 2• I Bed Rm 10 B d R.0 Bath 41 Storage f 048 i . 34tB 7• 11 dm Bed Rm 5 BW Rm 4 3B g B. • Hall2 Ha113 ANe 1608 dm 122•- 4lYB lnam 22 e c1a13 - Be dm T• m 4' B dRm3 2B m4- .Ba dm _ 7• O.TB Bath 3 Balcmy O.T.B2 Stairs 4 M.G 120 dm 4dm 4• �- V132 Bath M.Smote MOM2sdm 8• 120 dm 2s q' B Job#: MC0174 : Performed by Michael A. Caruso for: Energy Testing Services Scale: 1 186 Paparella Residence Page 3 2095 Nassau Point Road 1648 Locust Ave Suite E Right-Suite@ Universal 2022 Cutchogue,NY 11935 Bohemia,NY 11716 22.0:01 RSU30008 Phone:631-244-2627 2022 Jun-20 11:05:14 www.energytestingservices.com mcaruso@energytestingservi. oint Road Cutchogue NY 11935.rup i I Building Surnmary Property Organization Inspection Status 2095 Nassau Point Rd Energy Testing Services Results are projected Cutchogue,NY 11935 Michael Caruso Community:Single and Separate 631-244-2627 Paparella Residence 2095 Nassau Point Road Builder Cutchogue NY 11935 Broadway National Initial House Design - "NumtSer'Of.'Bedrdoiils -_._... _.-...-._...�_.__,�._.-__1.1. ..,_..... Nurntier Of Floors 2 HasdElectndc Rode Arbdf§q�-ft] oeArea,[Sqft] :.6,985' cle Ready Space No Uncaldltloned;attached'gj_g Conditioned Volume[cu.ft. 115,796 Residence Type Single family detached Number of'Floors ih'Buitding Floor Number t Community Single and Separate -;RESNETAECC'2006CliimateZone`__..-__.,-.,_- . n ..m�i,L...wuL ww._. -aaJ`u..m.L.1f_�,:...•.ti....w.v.`......� .»sa....+..w.a:,.3:..m..:a.-,+»..�.,u�s.....v. , ? w,.....i....:.;,..-m.,' 'i - ,ic.d,.a;..ix.iiL:d ., ._ Name Library Type Height Above Grade Depth Below Grade Perimeter Location Enclosing APMB; R13(1613.5)1(,5)' 3 5 178,, Exposed Exterior Conditioned Space ^rr--•r•'; •-'O`-"^"-;,•-;'-;`-'n,",-,--••T-•';�'•^--,^"�,,.._..... .-,.--•"i"?'rn`�r;.`-"''",�;;{" .t;rsr'r.�•r°^a,w ;;,ir„-.r,-s4*'-^';---'---^^-^Vtr.r».�.,�'r..`^-'+^:`;^_"',,, .b ,. ,.a�e.,i,}.e..:i...n.:..'.,. "r, .,i,,.:-.i'—......�.•S..a.�.,:t�..iti..W°�.' - .-,. ":s`-.L:..®.,+1u�..:,_,. "�?s. �- , � i.a.-,,.-. ..,��.2..w,.�.., - , ' Name Feet From Wall Top_To, Feet From WaI1�Top To '�Is Fully Insulated•LLContinuous R-value-" Cavity R-value Effective Insulation R• Continuous Insulation-Continuous Insulation• - - value Top Bottom R13(16l3.5)1(.5) 0, 0 No 0.00 13.06 NIA 7777-777777 $I Name Library Type Perimeter Floor Gratle Carpet R Exposed Surface Area Location Enclosing Masonry Area Slab B.G. Uninsulated N 178 Below Grade, 2 0 1,891.0 ft= Exposed Exterior Conditioned Space Slab O.G. R10u 10p 201' On-Grade 2 0: 1,551.0 ft2 Exposed Exterior Conditioned Space ^i,.e...,.., °"^^..,r;�,.}-^-r-c,,"r,.�,"','"" '"_'.'�,;^�^�.,,."x't�:. ^„'-r•--r^ii;—r-,r,,.,-.-,m-. .4. .,y...:..fie-.•'"C"',.-•;�.,---.�-'w w„ ^rF�.n,-.�;-_.,.._..�.�:i��_:: ."'""^-+-�;�.,.,+.e_nr^ �-w..u.:a::.>.x.s.t.,_as{d, �'t',:..G:.S.�,.U.+- . , ��'l, s: �t�„S ,,,r.:a;.c..w......,,.er.J..u.:.4-.....tAa-� ...e{,.....2.!::...�u..,..,..,,:....::...s.�.m.e.2:.:t....r�,,,�•,,_,F9d.{-.ku+u , • Name Wail Construction Slab Completely Underslab Perimeter Perimeter Thermal Break Effective R-value Type Insulated? Insulation Width[ft]Insulation Depth[ft] Insulation R Value R10u 10p,Wood Frame I Other, No 2 2 10 No 10.00 Uninsulated N'Wood Frame/Other, No; 0 o; r- 01 No 0.00 � 1 I , Buliding Summary Property Organization Inspection Status 2095 Nassau Point Rd Energy Testing Services Results are projected Cutchogue,NY 11935 Michael Caruso Community:Single and Separate 631-244-2627 Paparelia Residence 2095 Nassau Point Road Builder Cutchogue NY 11935 Broadway National Initial House Design m^;",','.T'.;T;-;r: r.«�-,^;•;n-- -^'-?^FT.A...-.-.. ,.»-�w..,�-:-�r+�:^�+,�t-r.;a.v-,e...�.yr-"'--M.-'"-�"-p'�;.-"'.-;?"'�*--�-5^,'n;;r-^'°;.^.,�.;-^..-.. .-,r."",�`.�'--" -.., ^r. .-'�!:.r�rv-�-.. r- Framed Name Library Type y, Carpet R� Floor Grade Surface Area Location Cant., R30(16'011VT)(1) 1, '• Above Grade 139.0 ft" Exposed Exterior, IGC R30(16'0\iVTi,)(1)(lGC) 1 Above'Grade; 800.0ft=`. ',.Unconditioned,attached , garage .^3,-,.';,,;«..,,^,��rG�^s,+_ir,^„Y7-'�--n;k^;�*,,^r^.^,r,..;...�-,r -.-T.�..-.R...-,-,�•-•f,';"r�-�r;'v;7':"'.',`.` ,^^-?r^.,^�•.-rr?;�;^-'"- ,+--;+r,;.'2-,;f-,�;.\; '�„'..r.""'i'"`�'-,- ,.-.-,?.,�.�..s;.:,..s;+*ry.-..s..-�^^,;-^� Name Effective R-value R30(16'OWT)(1)" 31.194 R30(16'0WT)(1)(IGC), 30'.96 ^-Uc- ,n..,.�"'-,,^.,-re-m^r t;,^T;^....- it-^-,•x.,,,,;r-^^-,,,..�""',^.':.,^ .a.R�.;..,,.-.,>-F,--'-M -.�a,�.�,h-C^ �?�`iT�;"7,7',,,,•, -^r,- .�t,-r-_""' "'"°""iT.;9r"�°*'^;v.^^^;-�^`„^ ^";� ^.,j•F?-- -,...•b; n,,,,..,: ly.. r.Y1. 21, ?51{ f Y'WName Library type Y Surface Area Location AN18 Band- R15t5 178.0 ft= Ezpdsed Exterior AMB�Rimi R14 178.Orft= Exposed Exterior IG Band, 'R15.0 19.0 ft'.. Unconditioned,attached garage ,.i ;-,rgr"-;"?`'"tl u-^..•^,:.;.-.,n...-.-.. --•-•,'-'-,,e--,;�+,c,;2_ -..,.Yiyr.�.,..--�*3.,,.,.,,.n..„..,;,'y-�-',T"v�^'tt;,.,,-� ,,,,•.a;rr;,;•a-v-�T-.;"""`-.>,n-.•;-,-,y'-f-;`".;"7"r'..'-.f;°"n`...,z,-,-.?r;",-^'-.-�°'?^,-^^,--', - u...: .�.J...wu.... ...�.tia.......v.�.�''�'. ,s....' .._ .....:.........._.,.,...e: 1 -t �.A+:.G,�,.,�.w...,,a........�.�,"c��..,i"�....�.......W..us:sa....:.� _._......,..a._... IVameJ Effective insulation R-value R 15.0, 15.00 R14 14.00 R 15+5 20.00 .nn'^,�^^1M's.^.s^^ ,,. ..,,'jr%,.•,.t+•?^+^_,+n-^A;:,-,^,+.-^'^^-,,5+•-;�T.<",*'n. wr;,s�r.'^.,.m.,.^e.-n.�. �::5`.^'F;'�^^^"e""fi"'_y^'�" �r^r?ar �+,.....�.n;..�a-pi:1T('"" Name Library Type Surface Color Surface Area Location AMB Walls; R15+5(1613.5)1(5) Medium;, 5,696.0 ft= Exposed Exterior 2 / 1 Building Summary Property Organization Inspection Status 2095 Nassau Point Rd Energy Testing Services Results are projected Cutchogue,NY 11935 Michael Caruso Community:Single and Separate 631-244-2627 Paparella Residence 2095 Nassau Point Road Builder Cutchogue NY 11935 Broadway National Initial House Design Name Library Type Surface Color Surface Area Location Gabel Walls R15+5(1613.5)1(.5) Medium 685.0 ft2 Exposed Exterior IGW 15(16/3.5)1(.5) Medium 180.0 ft2 Exposed Exterior Kneewall 15(1613.5)1(.5) Medium 234.0 f12 Attic ` r ' '1Wa,11""Library„List Name Effective R•value 15(1613.5)1(.5) 12.589, R15+5(1613.5)1(.5)- 18.879 Glai'ng` , ; Name Library Type V wall Foundation Is Operable Overhang Overhang Ft To Overhang Ft To Orientation Surface Area Assignment wall Depth Top Bottom Assignment b ne 108 (0.30/0.30) AMB Walls Yes• 6.5 1 8 Northeast 108.0 ft2 b ne 112.5 (0.30/0.30) AMB Walls Yes 0 0 0 Northeast 112.5 ft2 b ne 144' (0.30/0.30) AMB Walls Yes 8.5 1 6 Northeast 144.0 ft2 b ne 63.9 (0.3010.30) AMB Wails Yes 0 0 0 Northeast 63.9 112 b ne 63.9 (0.30/0.30) AMB Walls Yes 0 0 0 Northeast 63.9 ft2 b ne 96. (0.30/0.30) AMB Walls Yes 1 1 6 Northeast 96.0 ft2 f sw 23.1, (0.30/0.30) AMS Walls Yes 7 1.7 7.8 Southwest 23.1 ft2 f sw 23.1 (0.30/0.30) AMB Walls Yes 7 1.7 . 7.8 Southwest 23.1 ft2 f sw 32 (0.3010.30) AMB Walls Yes 1 0.5 5.5 Southwest 32.0 ft2 f sw 38• (0.30/0.30) AMB Walls' Yes 7 1.7 7.8 Southwest 38.0 ft2 f sw 48 (0.30l0.30) AMB Walls Yes 1 0.5 5.5 Southwest 48.0 W I f sw 57 (0,30f0.30) AMB Walls, Yes 7 1.7 7.8 Southwest 57.0 ftz f sw 7.5 (0.30/0.30) AMB Walls Yes 1. 3.5 6.3 Southwest 7.5 ft2 f sw 7.5 (0.30/0.30) ANIB Walls Yes 1 3.5 6.3 Southwest 7.5 ft2 3 r Building Summary Property Organization Inspection Status 2095 Nassau Point Rd Energy Testing S6rvices Results are projected Cutchogue,NY 11935 Michael Caruso Community:Single and Separate 631-244-2627 Paparella Residence 2095 Nassau Point Road Builder Cutchogue NY 11935 Broadway National Initial House Design Name Library Type Wall Foundation Is Operable Overhang Overhang Ft To Overhang Ft To Orientation Surface Area Assignment Wall Depth Top Bottom Assignment I nw 21 (0.30/0.30) AMB Walls Yes' 0 0 0 Northwest 21.0 ft' I nw 32, (0.3010.30) AMB Walls Yes, 1 0.5 5 Northwest 32.0 ft-' I nw 32 (0.30/0.30) AMB Walls Yes 1 0.5 5 Northwest 32.0 W I nw 32 (0.30/0.30) AMB Walls Yes, 1 0.5 5 Northwest 32.0 ft2 I my 32.0, (0.30/0.30) AMB Walls Yes 1 0.5 5 Northwest 32.0 ft2 I nw 38 (0.30/0.30) AMB Walls Yes; 1 1 6 Northwest 38.0 ft' I nw 38 (0.30/0.30) AMB Walls i Yes' 1 1 6 Northwest 38.0 ft' I nw 7.5 (0.3010.30) AMB Walls Yes i 1 1 3 Northwest 7.5 ft' I nw 7.5 (0.30/0.30) AMB Walls Yes 1 1.5 4 Northwest 7.5 ft' I nw 7.5 (0.3010.30) AMB Walls Yes, 1 1 4 Northwest 7.5 ft- I nw 7.5 (0.30/0.30) AMB Walls Yes 1 1 4 Northwest 7.5 ft' I nw 7.5 (0.30/0.30) AMB Walls Yes 1 1 4 Northwest 7.5 W I nw 7.5 (0.30/0.30) ANIB Walls' Yes 1 0.5 4 Northwest 7.5 ft-" y , I nw 84 (0.3010.30) AMB Walls Yes 0 0 0 Northwest 84.0 ft' r se 16 (0.3010.30) AMB Walls Yes 1 1 5.5 Southeast 16.0 ft2 ' r r se 16 (0.30/0.30) AMB Walls Yes' 11 1.5 6 Southeast 16.0 ft' r se 16 (0.30/0.30) AMB Walls Yes 0 0 .0 Southeast 16.0 ft2 r se 16, (0.30/0.30) AMB Walls Yes' 1 1.5 6 Southeast 16.0 ft' r se 19',, (0,30/0.30) AMB Walls Yes' 7 1 7.8 Southeast l 19.0 ft, r se 19 (0.3010.30) AMB Walls' Yes 1, 1 5.5 Southeast 19.0 ft, r se 19 (0.3010.30) AMB Walls Yes 0 0 0 Southeast 19.0 W r se 22.5 (0.3010.30) AMB Walls Yes, 0 0 0 Southeast 22.5 ft2 r se 22.5 (0.3010.30) Ah1B Wails Yes 0 0 0 Southeast 22.5 ft-7 r se 32 (0.30/0.30) At,1B Walls Yes 1: 1 5.5 Southeast 32.0 ft2 r se 48 (0.30/0.30) AMB Walls Yes' 1 1 5.5 Southeast 48.0 ft' r se 57 (0.30/0.30) AMB Walls Yes, 7 1 7.8 Southeast 57.0 ft-' 4 l u Building Summary Property Organization Inspection Status 2095 Nassau Point Rd Energy Testing Services Results are projected Cutchogue,NY 11935 Michael Caruso Community:Single and Separate 631-244-2627 Paparella Residence 2095 Nassau Point Road Builder Cutchogue NY 11935 Broadway National Initial House Design Name Library Type Wall Foundation Is Operable Overhang Overhang Ft To Overhang Ft To Orientation Surface Area Assignment Wail Depth Top Bottom Assignment r se 7.5 (0.3010.30) AMB Walls Yes 1' 1 3 Southeast 7.5 ft2 r se 7.5 (0.3010.30)' AM Walls Yes' 1 1 4 Southeast 7.5 112 r se 7.5 (0.30/0.30) AMB Walls, Yes 0 0 0 Southeast 7.5 ft2 •4 Z• 4 -G8a in Li ra Lis h rr{ ,rr. Name Shgcy U-factor (0.30/0.30) 0.3, 0.300 Y..g r� i None Present 61, 77 Skytight-Librrjr'at:iat ;4 None Present -•--••.`,..:.,-----'w^--;ter--.n-�rr;n-. .�.,.,.,..._. --r,;4•-'-C-,,". ';""„^"`_^--' --^ rr�'-^^.�.,.+-;s;-^-- ,—•---_.,�',.a.'._:,�..F,.,--.~-; ;. ,�' , , I:1.,,: , ;,f„ ,,•: six. — ;,1.'.., •• 'O `a ue'Door , Name Library Type Wall Assignment Foundation Wall Emittance Solar Surface Color Surface Area Location Assignment Absorptance Front Door; 4.25' AMB Walls, 0.9 0.75 Medium 28.0 ft2 Exposed Exterior IGD 5.3 SD IGW 0.9 0.75 Medium 24.0 ft2 Exposed Exterior 'fir• — �l; ' , �04 a ue�Door'Libra List rY. „ Name Effective R-value J 4.25 4.25 5.3 SD' 5.30 5 i Building Summary Property organization Inspection Status 2095 Nassau Point Rd Energy Testing Services Results are projected Cutchogue,NY 11935 Michael Caruso Community:Single and Separate 631-244-2627 Paparella Residence 2095 Nassau Point Road Builder Cutchogue NY 11935 Broadway National Initial House Design is R®o �s !atlo .f'!n u n Name Library Type Attie Exterior Area[ft') Clay or Roof I Surface Color Surface Area Location Tiles Flat Roof, V35(1619.5)(1} 272 No. Medium, 272.0 ftz Vaulted Roof Hot Roof SA R35(1619.5j1 4,115 No Medium 4,115.0 itz Vaulted Roof .__...-.er.�,.a-..,..R.,....,,,,-.,..,,,e,,-smr.�.:,.....,.,...,..-,,�-.,r.-,,.,�,.,.,--... _....,g.-.,;.»..4.,.....,,,,,.,�„.�w,.-.o.. ,J - v;'*:"{:r;r•`�;;...r'a,•.7 .4. ...;......Y,� x-,t, ,-;r J Name Has Radiant Barrier Effective R-value SA R35(1619.5)1 No 29.742 V35(1619.5)(1) No 29.088 ----r^r"'.;,m.,..^.--^,?r.,^;^-�,^..•i*.r{..--. •.,--.-,.rncr,-•-v^c,�'•;,'^7^^„m";"-„---a;�„^�^^^i•^,."^.!rT;ii'.,^;-",,.�,,.,-•-•--"-;--•-i.,;,.�,:,,:""'"":^"7,.,-..,.,1,,..x^,^��°"'?'::^--.,.;•-'.,'+>';'.r.^^:r-}-..,ko-.---•�-....y.i'"-'^-;.-,:--p,•^2 ` f .,1 .w...�5.:u.-..s_�..e.�_._.i...t ...r�...,wiro f .......a �... ..-.Y..,-.aW.n. 1 ......c.._... Infiltration Measurement type Shelter Class 3 ACH at 50 Pal To be.,blower--door tested 4 'IYIPr�'✓ht�n8{'irC�li�Pi�t[lG�t4�r� ,., t }° ' v � 1 I, _� � `' ', p yC. � ?i y '', i 4 , t .,, aj/ ' k+•Am.......::.....,,:.i...�,.. JY+.�La+.r....A..�J+.d+ ....tS 4.ir'..w.d.lu ''S y w+....-..Y....`..`.u++._....J+du'�.,.Lw. - ..-..,./111� � .:.-DA.:w.u».aJ Ventilation Type Ventilation Rate[ft' operational hours Fan Watts Runs once every Energy Recovery Model Number Manufacturer /Minute) per tlay three hours Percent Exhaust Only 160 CFM 24 56 W6tts'(Default) Yes 0 ......+.e.-.—er•p 7,7 ..7-77�.�q�...., �+-r-,�-a..•+.-+•• ;n.�-M-....e.-_--ten.,, 1 - ;Llglting r { � ; %Interior Fluorescent %Interior LED Lighting %Exterior Fluorescent %Exterior LED Lighting %Garage Fluorescent %Garage LED Lighting Lighting Lighting Lighting 0 .100 0 100 0 100, Onsite Ge"h4ration' LL1+None Present 6 Building Summary Property (Organization Inspection Status 2095 Nassau Point Rd Energy Testing Services Results are projected Cutchogue,NY 11935 Michael Caruso Community:Single and Separate 631-244-2627 Paparella Residence 2095 Nassau Point Road Builder Cutchogue NY 11935 Broadway National Initial House Design rn6lti Generatien,Liera fist'" ry. None Present 77 .solar Getieratio :�. i,,.. ri I i •..+-...�..y.,.�� --.-.a.e.a.�...+..L�:iJ•,.....o.._a'�, '..:.Lsa.....,i..�c::��',!___-,A'" ...a.-.�,....m.Y+.®r.-._ - _. ,.-_o..�,....,d.._ �-O.e�� None Present .DeitUMtciifie v. r None Present '�"",pT"�?"'m3,m'^,-Ce?^-'",."'^"_'°+.-.e...�,-Y-....�.o,.-.,,-..-•-"V°`Tr.'^;--.-„�.�.,,--;-I,v.T^ •_—�...,'^'-',°.-...,.."'--n,.e,?`.;rrr„n•.,-..,.-� ,-m+„ ^"^,"rn^.-�',-o,,:,;"';,a ^""C+�"7',+;':t"T,;^P'•---n--tm. .._. ' U 'Idif er t: braiy List``: :` None Present :C Conditionin ;'E``ui went. Name Library Type Serial Number Heating Percent Load Cooling Percent Load Hot Water Percent Location Load HWH XE8OT10HS45U0 096 0% 100% Unconditioned• Basement/Crawispace Sys 1-Cool' 16 SEER 60K,9180443 b% 50%, , 0% Unconditioned Basement/Crawispace Sys 1-Heat 92%AFUE Hydro-Coil 50% 0% 0% Unconditioned r 60K(LP) Basement/Crawlspace Sys 2-Cool 16 SEER 48K 9180206 '0% 50% 0% Conditioned/Sealed Attic Sys 2-Heat 92%AFUE Hydro-Coil 50% 0% 095 Conditioned/Sealed 60K(LP) Attic Equipment Type ;16-SEEF2,48K 91j84206. ` y , Fuel Type Electric DistfKifion Type _. _. ..-FQrca_d Air ivloTor Type_ - PSC(Single Speeda ' � - �' -- '16SEER� -- - _-CooliiigEfficlericy -— Cooling Capacity[kBtu/h] 46.5 r � 7 Building Summmy Property Organization Inspection Status 2095 Nassau Point Rd Energy Testing Services Results are projected Cutchogue,NY 11935 Michael Caruso Community:Single and Separate 631-244-2627 Paparella Residence 2095 Nassau Point Road Builder Cutchogue NY 11935 Broadway National Initial House Design 77-57, E u'i went T ei "16'SEER.60K.V1, 0443 p Yi?: :. --E-"ui-•inenfT-e � •• Air Conditioner, _. ._-.-__...,_-- _... FuelType - •-_electric _ MotoFType+Y_,.Tx.__......._ .._.__. .- _.."-.._" -PSC(Single Speed Dist�ibtation Type ;" Forced ir.,, i -Conlin E(ficieiic �'.`"-'�"" _,....__...__._....:-•--- 1G SEER-`"'"_._..__. , Cooling Capacity[kBtulh] 4 53 3' "A u Prrent pe2°%.Y Ftli:;.H :dro=C'oi1 .60:K LP «: Y ... ., �EquipnlenfType• . Boiler- :-- • ; -__-_ Fuel Type Propane Motor Type PSC(Single Speed)' -Heating Capacity[kBtulh] G0 --EAE[kWh]--- ..�..__----- ..,..._.__.__--• --- _ _--170�--- ---y------_.._.__------�-._-�---..__,- -..._.•.�_...-_ ......, 'went J(E80T9OHS45U0` ? q Pam,. YP t Fuel Type ectnc Disttibiition T YPe ... T_.-^�V HydronicDelive�/.(RaBiant) t1ot 1/Vater Efficiency _._..4 Energy Factor i 7 8 Building Summary Property Organization Inspection Status 2095 Nassau Point Rd Energy Testing Services Results are projected Cutchogue,NY 11935 Michael Caruso Community:Single and Separate 631-244-2627 Paparella Residence 2095 Nassau Point Road Builder Cutchogue NY 11935 Broadway National Initial House Design t1iJ' e �y D�str{bution,bystem-- r� Heating Equipment _ Sys 1 -Heat Cooling quipment'_v, __.-.w_ _ S-ys 1 Cao!_-_-- Sq. Feet Served 3,677 � eturn titles - - - Supply Duct R Value 8 "Retium Dtact R Value_ --_-_.___ __..__-- _.�,__--_8._-- • . Supply Duct Area[ttZ) 992.7g Leakage to Outdoors - --- ,_r - Untested-Forced Total Leakage 100 CFM25 - TdtafLeakageD`uctTest'Conditioris " --- -Post Construction Use Default Flow Rate Yes Duct 9"-•------- Basement(insulated walls) __-_PetcenfSupplyArea- ----- ---_._.;..__._.;Y_._.__.-100--',_____. ,;._...____..____-_..._ __- .--•---_._� Percent Return Area _____.-------- --100`_._ cQf Location Conditioned Space _Percent.. ._'Su pplyAre a_.'._ __ Percent Return Area 0 Duct Location Conditioned Space _-Percent:SupplyArea Percent Return Area - _ --0 Duct Location Conditioned Space _._....__._,...._._. _,.,_....-.......__.-.._.--- - , Percent Return Area 0 Duct-5 --- - - _. ...__.__._._ _.__�.-.__ .---_-_-_ -_ .___.�_.___ .__._..____I--._-.__.i Duct Location Conditioned Space '` 4- , Percent Return Area 0� EiRf Location Conditioned Space - - - - -PeTcenf�SupplyArea - 0_.__ __,. __v_-. -,-;•-.-- �--•--._-_._._.__._ ___—,i Percent Return Area 0 i I Building Summary Property organization Inspection Status 2095 Nassau Point Rd Energy Testing Services Results are projected Cutchogue,NY 11935 Michael Caruso Community:Single and Separate , 631-244-2627 Paparella Residence 2095 Nassau Point Road Builder - Cutchogue NY 11935 Broadway National Initial House Design r�.fi...;..J».rn.... h ....�-..-�"er;,-..•+- :-^+Kr�.� �r;,t "'f,;- 2_,'Y.;,.;,f," :,:•l•;� - , Distribu#;EontSystem � .t t� ; i ,}��,[•� _-Distribution Type -. Forced Air"-' Heating Equipmen Sys 2-Heat Coolbig Equlpnient_......__. ,_...... .....:.:........_._Ss 2 Coo(' ..._. .v,_.. _- .-- -n Retiim-Gn les 1 ' Supply Duct-R Value 8 - - '- - -...- - Return Duci R Value.`— 8 Supply Duct Area 893.1G ..Return D...ct Area`fta ., 'f G5.4 Leakage to Outdoors Untested Forced Air Total Leakage 25-CFtv125 W -Total L'eaka`ge Duct Test-Conditions- - 'Post-Construction ____._,.____. ___ Use Defauit Flow Rate Yes Duct Ucation - ' - Conditioned Attic(insulated walls and roofdeck) .__Percenf"SupplyArea-,------_.-_ --_-.__.__..,..._...1.00..--- _-- ---_-- - , • Percenf Return Area 100 Duct Location _ Conditioned Space -PercentSu�plyArea. ". Percenf Return Area 0 'Duct"3---�.___-;- ------•-__.,,_,__._ ___. -- �.__ - " .-_ --- - ---__.per,._....•-- --.�__�__-_ -�--- -�...��---' -Duct Location-- - -� � _ - Conditioned S ace -Pei;cenfSupplyArea �._.___._---..___...-_-•--_ - Percent Return Area 0 buct Location' _- - - Conditioned Space - _____- ._ -- . . ..-.____._.__.-___._.--.-_- ... Percent:Sa..pp(yArea „ 0.`�--- �"-' ;-`• 4 Percent Return Area 0 • -Duct Location. . Condifi_..-_: oned Space �PercenfSupp(yA�ea.' .___- p- ,". ?_-----,----• ---r' Percent Return Area 0 Duc"tti DuctLocatiori 4 - -Conditioned Space -Pefce'nt-Supply Area 0 Percent Return Area 0 'FIUAC�£Grading ry , ` [ ' , , � ,4 , r , �� • } - `1✓-+..-....i_a.tl.m.«rs::i� (- f!Y\ 5) ._+.. - .,�aLv.._.41' -ii 'HVAC-Greding N-6fC`onducted • 1 AC Ceiiing Fan f j �{ l� -Has Ceiling Fan ' • No- �-` ----� Cfm Per Watt 253521 10 ��^U��^�� K0��h�� ~~~_.~~~.~~�� ~~~~.~....~~.� Property Organization Inspection Status 2095wassau Point Rd Energy Testing Services Results are projected mx11mm wicoae\oams Community:Single and Separate 631-244-2e27 Paparella Residence 2095 Nassau Point Road ououe, ouuxvwuewY11yuo Broadway National Initial House Design --- -No � - - ---- ------- - --1 -`----� ----------'---- '� Propane ` - ---'No-�-------'-- ---' -'-------'' -~ is ---��`Mg--'-``-��'- ---- ---�-� --��--` �-'__�^_�----'--^-_-__ '-_ _- _' �'-- - -_--- -- ---�-'---_--_-^--_~ Standard / � i""~~�~~~^~~~~~p~^~ Noion e. ' Propane � ------'----1 _-N6 -'----- - ---- '`---'- ---- � Dullding Summate Property Organization Inspection Status 2095 Nassau Point Rd Energy Testing Services Results are projected Cutchogue,NY 11935 Michael Caruso Community:Single and Separate 631-244-2627 Paparella Residence 2095 Nassau Point Road Builder Cutchogue NY 11935 Broadvray National Initial House Design NDt�r MC0174 12 ea, BUILDING DEPARTMENT-Electrical Inspector C TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # i 3 9 O Date 2022) Customer Name Jo Z_rZ.& Electrician Name L-. C �(ca}�, C" At4YA Address q AJ S5. Phone 6 3 -7 Lf 0 4 gS e-mail a-mail Ic e ac n L'oVh Phone 57 3(, o 6 License# m . 3 p L(3 Size___qZ)D _A Phase I Overhead Underground #of Meters i Remarks #of Underground Laterals 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification<i o 0 d rom date abov . c Authorized by Load Short Form Job: MC0174 Date: Jun 16,2022 Entire House By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservioes.com Web:www.energytestingservices.com License:7960376 Project • • For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY'11935' ` Design Inf• • Htg Cig Infiltration Outside db(OF) 19 82 Method Blower door `Inside db(°F) 68 '75 Shielding/stories 3(partial)/2 Design TD(OF) 50 7 Pressure/AVF 50,Pa/3372 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 40 37 HEATINGEQUIPMENT 1CO'OLING EQUIPMENT Make n/a Make n1a 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 OF, 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 Cig AVF (ft2) - (Btuh) (Btuh) (cfm) (cfm) Sys 2-2nd Floor 3222 43866 37759 1533 1533 Sys 1-1st Floor '3368 -52287 =47207 1900 1900 Entire House 6590 96152 84966 3433 3529 Other equip loads, 0 0 Equip. G 0.87 RSM 74091 Latent cooling 12276 TOTALS 6590 96152 86367 3433 -3529 Calculations approvedby'-ACCA'ta meet all requirements of Manual J 8th Ed. wr,69 htsoft" 2022-Jun-2011:04:58 .w.•,�w...•a—.�,..., Right-Suite®Universal 2022 22.0.01 RSU30008 Page 1 ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Ca(c=MJ8 Front Door faces:SW i z ` Load Short Form Job: Jun 16,1 ' Date: un 2022 ErS T ikt; Sys 1- 1st Floor .By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservioes.com Web:www.energytestingservices.com License:7960376 Project • • For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Design Information Htg Cig Infiltration Outside db(OF) 19 82 Method Blower door Inside db(OF) 68 75 Shielding/stories 3(partial)/2 Design TD(°F) 50 7 Pressure/AVF 50 Pa/1517 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 40 37 HEATING EQUIPMENT COOLING,EQUIPMENT Make Generic Make Carrier Trade Trade CARRIER Model AFUE 92 Cond 24ACC660B00310 AHRI ref Coil FV4CNB006L AHRI ref 202507180 Efficiency 92 AFUE Efficiency 13.0 EER, 16 SEER Heating input. 59783 Btuh Sensible cooling 39900 Btuh Heating output 55000 Btuh Latent cooling 17100 Btuh Temperature rise 26 OF Total cooling 57000,Btuh Actual air flow 1900 cfm Actual air flow 1900 cfm Air flow factor 0.036 cfm/Btuh Air flow factor 0.040 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.87 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Zonel 1529 24239 21853 881 880 Zone 2 1839 28048 25907 1019 1043 Sys 1-1st Floor 3368 52287 ,47207 1900 . 1900 Other equip loads' 0 0 Equip. @ 0.87 RSM 41165 Latent cooling 6920 TOTALS 3368 52287 48084 1900 1900 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _`P` wrmghtsoft„ 2022-Jun-2011:04:58 .� Rig ht-Suite®Universal 2022 22.0.01 RSU30008 Page ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW it r .Load Short Form Job: Jun 16,1 Date: un 2022 � s Sys 2- 2nd Floor By: Michael A.Caruso Q� Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.00m License:7960376 f Proiect Information For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(OF) 19 82 Method Blower door Ins ide db(OF) 68 75 Shielding/stories 3(partial)/2 Design TD (OF) 50 7 Pressure/AVF 50 Pa/1517 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 40 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Carrier Trade Trade CARRIER Model AFUE 92 Cond 24ACC648AO0300 AHRI ref Coil FV4CNB006L AHRI ref 9180202 Efficiency 92 AFUE Efficiency 13.0 EER, 16 SEER Heating input 48913 Btuh Sensible cooling 32200 Btuh Heating output 45000 Btuh Latent cooling 13800 .Btuh Temperature rise 27 OF Total cooling 46000 Btuh Actual air flow 1533 cfm Actual air flow 1533 cfm Air flow factor 0.035 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) M. Suite Zone 679 11588 10126 405 411 2nd Floor 2544 32278 29439 1128 1195 Sys 2-2nd Floor 3222 43866 37759 1533 1533 Other equip loads 0 0 Equip. @ 0.87 RSM 32926 Latent cooling , 5357 TOTALS 3222 43866 38283 1533 1533 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrBghts®ft" 2022-Jun-2011:04:58 pp�ad; - -, Right-Suite®Universal202222.0.01 RSU30ODS Page ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW � r Load Short Form Job: MC0174 Date: Jun 16,2022 Er arxrnir 2n d Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@eneroestingservices.com Web:www.eneroestingservices.com License:7960376 Project • • For: Paparella Residence 2095 Nassau Point Road, Cutchogue; NY 11935 Design Information Htg Clg Infiltration Outside db(OF) 19 82 Method Blower door Inside db(OF) 68 75 Shielding/stories 3(partial)/2 Design TD(OF) 50 7 Pressure/AVF 50 Pa/1517 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 40 37 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 OF 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 Cig load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Balcony 427 0 0 0 0 Bed Rm 10 187 2357 3132 82 127 Bath 86 1043 418 36 17 Bed Rm 9 196 2402 3142 84 128 Storage 109 1576 877 55 36 Bed Rm 5 184 3078 3836 108 156 Bath 4/5 90 1294 651 45 26 Laundry 2 34 0 0 0 0 Bed Rm 4 183 -.3505 3981 122 162 Batf12 47 1169 514 41 21 Bed Rm 2 264 6362 4310 222 175 Hall 300 5054 2956 177 120 Hall 3 189 0 0 0 0 Bed Rm 3 181 2965 4839 104 --196 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �+ anrrightsoft- 2022-Jun-2011:04:58 .. Right-Sulte®Universal 202222.0.01 RSU30008 Page AC ..,a 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW I Bath 3 44 830 3311: 29 13 Clst 3 25 643 453 22 18 2nd Floor 2544 32278 29439 1128 1195 Other equip loads 0 0 Equip. @ 0.87 RSM 25671 Latent cooling 3957 , TOTALS 2544 I 32278 29628 t 1128 1195 Calculations approved by ACCAto meet all requirements of Manual J 8th Ed. a { Wraghtsmf#" 2022-Jun-2011:04:58 j�� Right-Suite®Universal202222.0.01 RSU30008 Page ,AM ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 .Front Door faces:SW j r Load Short Form Job: MC0174 Date: Jun 16,2022 F M. Suite Zone By: Micfael A.Caruso Its Energy Testing Services n 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631.244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingseMces.com License:,7960376 Projeqt h1formation For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Design Wormation litg Clg Infiltration Outside db(OF) 19 82 Method Blower door Ins ide db(OF) 68 75 Shielding/stories 3(partial)/2 Design TD(OF) 50 7 Pressure/AVF 50 Pa/1517 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 40 37 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 OF 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 (ft2) (BtUh) (Btuh) (cfm) (cfm) M. Bath Rm 179 3778 2480 132 101 M. Suite 330 5677 5892 198 239 Office 68 1304 1601 46 65 M. Clst 2 64 711 119 25 5 M. Clst 38 117 34 4 1 M. Suite Zone 679 11588 10126 405 411 Other equip loads 0 0 Equip. @ 0.87 RSM 8830 Latent cooling 1399 TOTALS 679 11588 10229 405 411 Calculations approved by ACCA to rneet all requirements of Manual J 8th Ed. Ad- wright sofa„ 2022-Jun-2011:04:58 ,,,,w., .,„ Right-Suite®Universal202222.0.01 RSU30008 Page XM ...a 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW l • s Load Short Form Job: 'MC0174 Date: Jun 16,2022 Teukis; Zone 1 By: Michael A.Caruso: Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Mb:'www.energytestingservices.com License:7960376 'Project • • For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 iL Design Information Htg Clg Infiltration Outside db(OF) 19 82 Method Blower door Inside db(OF) 68 75 Shielding/stories 3(partial)/2 Design TD(OF) 50 7 Pressure/AVF 50 Pa/1517 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 40 37 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 OF 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) (Btuh) (cfm) (cfm) Stairs 60 0 0 0 0 Bath 8 75 3351 1448 122 58 Hall 207 0 0 0 0 Bed Rm 7 184 3829 4374 139 176 Bath 6/7 90 1038 548 38 22 Laundry 1 34 0 0 0 0 Bed Rm 6 185 3258 4141 118 167 Kitchen 451 3363 4872 122 196 Breakfast 244 9399 6471 342 260 Calculations approved by ACCA to rimeet`all require:mehts of Manual J 8ih Ed. wrightsoftu 2022,Jun-2011:04:58 Right-Suite®Universal 2022 22.0.01 RSU30008 Page AM ...a 2095 Nassau Point Road Cutchogue NY 11935,rup Calc=MJB Front Door faces:SW 1 1 ' Zone 1529 24239 21853 881 880 Other equip loads 0 0 Equip. @ 0.87 RSM 19056 Latent cooling • 3267- TOTALS 1529 24239 22322 881 880 Calculations approved by ACCA,to meet.all requirements of Manual J 8th Ed. trl/ra<ghtSoft„ 2022-Jun-20 11:04:58 +:. , , ............ry..�_., Right-Suite®Universal 2022 22.0.01 RSU30008 Page ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW ti Load Short Form Job: MC0174" Date: Jun 16,2022 En rr. tn� Zone 2 By: MichM A.Caruso Energy.Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 'Design In • • Htg Clg Infiltration Outside db(°F) 19 82 Method Blower door- Inside db(OF) 68 75 Shielding/stories 3 (partial)/2 Design TD(°F) �) 50 7 Pressure/AVF 50 Pa/1517 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 40 37 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 OF 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 (ft2) (Btuh) (Btuh) (cfm) (cfm) Guest/Office 173 1868 3259 68 131 Pantry 41 0 0 0 0 Pwdr 28 0 0 0 0 Living Rm 572 I 9804 8728 356 351 Foyer 251 5219 2559 190 103 Stairs 2 67 0 0 0 0 Family Rm 349 6330 6443 230 259 Jr. M. Clst 46 0 0 0 0 Jr. M. Bath 65 754 447 27 18 Jr. M. Suite 247 4072 4471 148 180 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ��,$g0�ts0 ft 2022-Jun-20 11:04:58 �.. .. ,.� ., Right-Suite®Universal 2022 22.0.01 RSU300D8 Page 9 AC A ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW l Zone 2 1839 28048 25907 1019 1043 Other equip loads 0 0 Equip. @ 0.87 RSM 22591 Latent cooling 3653 TOTALS 1839 28048 26244 1019 1043 n l r Calculations approved by ACCAto meet all requirements of Manual J 8th Ed. Wryghtsoft„ 2022Jun-2011:04:58 -�. �i� ,dy•,. .,.,.�...,.�. Right-Suite®Universal 2022 22.0.01 RSU30008 Page 10 ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW BuildingAnalysis Job: MC0174 Y Date: Jun 16,2022 Entire House By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244.2627 Email:mcaruso@energytestingservioes.com Web:www.energytestingservices.00m License:7960376 Project • • For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Design C• • • Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature(OF) 68 75 Elevation: 7 ft Design TD(OF) 50 7 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 39.8 37.0 Dry bulb(OF) 19 82 Infiltration: Dailyrange (OF) - 12 ( I ) Method Blower door Wet bulb(OF) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/3372 cfm amme Component Btuh/fta Btuh %of load Walls 2.9 12472 13.0 M1 Glazing 14.8 22652 23.6 Doors 14.4 1249 1.3 o,as Ceilings 2.0 8562 8.9 Floors 0.2 658 0.7 Infiltration 3.4 18665 19.4 Gazing - Ducts 31895 33.2 Piping 0 0 Humidification 0 0 Ventilation 0 0 o Adjustments 0 0ailirgs Irfilhaticn Total 1 1 961521 100.0 Coolinq Component Btuh/ft2 Btuh %of load Walls 0.7 2872 3.4 V14II$ Glazing 22.0 33491 39.4 Irim-dGirs Doors 6.6 570 0.7 Ceilings 0.8 3181 3.7 Floors 0.0 29 0.0 GB Infiltration 0.2 1228 1.4 Ducts 23139 27.2 Ventilation 0 0 Internal gains 20455 24.1 Blower 0 0 Adjustments 0 Total 1 1 849661 100.0 Latent Cooling Load = 12276 Btuh Overall U-va Iue=0.165 Btuh/ft2--°F Data entries checked. w riQhts oft 2022-Jun-20 11.04.58 Right-Suite®Universal 2022 22.0.01 RSU30008 Page 1 �C.t�► ..a 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces'SW BuildingAnalysis Job: 1 Y Date: Jun un 16,2022 Sys 1- 1st Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License.7960376 Project • • For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature(OF) 68 75 Elevation: 7 ft Design TD(OF) 50 7 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 39.8 37.0 Dry bulb(OF) 19 82 Infiltration: Daily range(OF) - 12 ( I ) Method Blower door Wet bulb(OF) - 72 Shielding/stories 3 (partial)/2 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/1517 cfm Component Btuh/ft2 Btuh % of load Walls 2.9 6472 12.4 �ANi Glazing 14.9 13956 26.7 Doors 14.4 1249 2.4 ants Ceilings 1.9 1848 3.5 Floors 0.1 492 0.9 Infiltration 3.4 10289 19.7 daar� Ducts 17981 34.4 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 irfittaian Total 1 1 522861 100.0 Component Btuh/ft2 Btuh % of load Walls 0.7 1491 3.2 V141111 Glazing 22.4 21014 44.5 Ir�rt�IC�rs Doors 6.6 570 1.2 Ceilings 0.8 761 1.6 Floors 0.0 5 0.0 Infiltration 0.2 677 1.4 GadrrL__. Ducts 13009 27.6 Ventilation 0 0 'e..:�'>.j.... Internal gains 9680 20.5 D_&s Blower 0 0 Adjustments 0 Total 1 1 472071 100.0 Ctlia Latent Cooling Load=6920 Btuh Overall U-value =0.099 Btuh/ft?°F WARNING: window to floor area ratio=27.9%- more than 25%. Ad- wrightsoft 2022-Jun-2011:04:58 Right-Suite®Universal 2022 22.0.01 RSU30008 Paget ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Building Analysis sis Job: MC0174 I Date: Jun 16,2022 Sys 2- 2n d Floor By: Michael A.Caruso ! Energy Testing Services 5 ' s 1648 Locust 4 quite E Bohemia,NY 11716 Phone:631:244-2627 Email:mcarusoigenergytestingservices.com Web:www.eiergytestingservices.com License:7960376 Project • • For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Design C• • • Location: Indoor: Heating Cooling Montauk AP NY, US Indoor temperature (OF) 68 75 Elevation: 7 ft Design TD(OF) 50 7 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 39.8 37.0 Dry bul b(°F) 19 82 Infiltration: Daily range (OF) - 12 ( I ) Method Blower door Wet bulb(OF, - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/ 151�'cfm • Component Btuh/ft2 Btuh %of load Walls 2.8 6000 13.7 vWl Glazing 14.9 8696 19.8 Doors 0 0 0 MIS Ceilings 2.1 6714 15.3 Floors 0.2 166 0.4 Infiltration 3.4 8376 19.1 Ducts 13914 31.7 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 cdiungs Irfilbabon Total 1 1 43866 100.0 clher Component Btuh/ft2 l3tuh %of load Walls 0.6 1382 3.7 VMI Glazing 21.3 12477 33.0 Doors 0 0 0 Irbrd G irs Ceilings 0.8 2420 6.4 Floors 0.0 24 0.1 Qaarg� Infiltration 0.2 551 1.5 Ducts 10130 26.8 Ventilation 0 0 Internal gains 10775 28.5 Blower 0 0 Adjustments 0 C9ilirg� Cum Total 377591. 100.0 Latent Cooling Load=5357 Btuh Overall U-value=0.239 Btuh/ft2-OF Data entries checked. w ri9htaoft, 2022-Jun-20 11:04.58 �_ Right-Suite®Universal202222.0.01 RSU30008 Page ACGA ...e 2095 Nasiau Point Road Cutchogue NY 11535.rup Calc=MJ8 Front Door faces:SW 174 Building Analysis Date: JI n016,2022 2n d Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631.244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.00m License:7960376 Project • • For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature(OF) 68 75 Elevation: 7 ft Design TD (OF) 50 7 Latitude: 41ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 39.8 37.0 Dry bulb(OF) 19 82 Infiltration: Dailyrange (OF) - 12 Method Blower door Wet bulb(OF) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/ 1517 cfm Component Btuh/ft2 Btuh %of load Walls 2.6 4314 13.4 vwi Glazing 14.9 6240 19.3 Doors 0 0 0 ads Ceilings 2.1 5300 16.4 Floors 0.2 166 0.5 air Infiltration 3.4 6020 18.6 Ducts 10239 31.7 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Calirgs Ir,hftraion Total 32278 100.0 at,a Component Btuh/ft2 Btuh %of load Walls 0.6 994 3.4 V1Is Glazing 22.9 9637 32.7 Doors 0 0 0 Irbrel(brs Ceilings 0.8 1911 6.5 Gm Floors 0.0 24 0.1 Infiltration 0.2 396 1.3 Ducts 7898 26.8 Ventilation 0 0 Internal gains 8580 29.1 Blower 0 0 Adjustments 0 CdlingS ' Cum Total 29439 100.0 Latent Cooling Load = 3957 Btuh Overall U-value=0.233 Btuh/ft2--'F Data entries checked. A wrightsoft 2022-Jun-2011:04:58 Right-Suite®U niversal 2022 22.0.01 RSU30008 Page 4 ..e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW BuildingAnalysis Job: MC0174 Y Date: Jun 16,2022 M. Suite Zone By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631.244-2627 Email:mcaruso@energytestingservioes.com Web:www.energytestingservices.com License 7960376 Project • • For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature(OF) 68 75 Elevation: 7 ft Design TD(OF) 50 7 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 39.8 37.0 Dry bulb(OF) 19 82 Infiltration: Dailyrange (OF) - 12 ( I ) Method Blower door Wet bulb(OF) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/ 1517 cfm CIE Component Btuh/ftz Btuh %of load Walls 3.2 1686 14.5 vWI Glazing 14.8 2456 21.2 Doors 0 0 0 Ceilings 2.1 1414 12.2 Floors 0 0 0 Infiltration 3.4 2356 20.3 oa6rig — Ducts 3676 31.7 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Oiligs Infiltration Total 1 1 115881 100.0 Component Btuh/it2 Btuh % of load Walls 0.7 388 3.8 V"Al Glazing 25.2 4162 41.1 Irkrrd Cdns Doors 0 0 0 Ceilings 0.8 510 5.0 Floors 0 0 0 Infiltration 0.2 155 1.5 GaB Ducts 2717 26.8 Ventilation 0 0 Internal gains 2195 21.7 Blower 0 0 acts Adjustments 0 Total 1 1 101261 100.01 (dlirgs Ctw Latent Cooling Load = 1399 Btuh Overall U-value=0.262 Btuh/ftkT Data entries checked. - wrightaoft 2022-Jun-2011:04:58 °+-AMRight-Suite®Universal202222.0.01 RSU30008 Page ...a 2095 Nassau Point Road Cutchcgue NY 11935.rup Calc=MJ8 Front Door faces.SW BuildingAnalysis Job: 1 Y Date: Jun un 1 6,2022 Zone By: Michael A.Caruso Energy Testing Services 1646 Locust Ave Suite E,Bohemia,NY 11716 Phone:631.244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License 7960376 Project • • For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature(OF) 68 75 Elevation: 7 ft Design TD(OF) 50 7 Latitude: 41ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 39.8 37.0 Dry bulb(OF) 19 82 Infiltration: Dailyrange (OF) - 12 { I ) Method Blower door Wet bulb(OF) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/1517 cfm • Component Btuh/ft2 Btuh %of load Walls 2.7 3058 12.6 vW1 Glazing 14.9 6088 25.1 Doors 14.4 947 3.9 acts Ceilings 1.6 530 2.2 Floors 0.3 492 2.0 Infiltration 3.4 4788 19.8 aaarg_- Ducts 8335 34.4 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Irfilt�alian Total 24239 100.0 o. Component Btuh/ftl Btuh %of load Walls 0.6 704 3.2 �I§ Glazing 22.3 9128 41.8 Irk Girs Doors 6.6 433 2.0 Ceilings 0.9 286 1.3 Floors 0.0 5 0.0 Infiltration 0.2 315 1.4 Ducts 6022 27.6 Ventilation 0 0 `¢ Internal gains 4960 22.7 Blower 0 0 Dxs Adjustments 0 Total 1 1 218531 100.0 Chr Latent Cooling Load = 3267 Btuh Overall U-value =0.074 Btuh/ftz--°F WARNING. window to floor area ratio=26.8%-more than 25%. wrightsc tt 2022-Jun-2011:04:58 Right-Suite®Universal202222.0.01 RSU30008 Page ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Ir ' -' Building Analysis Job: MC0174 a. t Date: Jun 16,2022 Zone 2 By: Michael A.Caruso Energy Testing Services k 1648 Locust e S 01�E,Bohemia,NY 11716 Phone:631.244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License 7960376 Project • • For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Design C• • • Location: Indoor: Heating Cooling Montauk,, , NY, US Indoor temperature (OF) 68 75 Elevgtipn 7 ft Design TD(OF) 50 7 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 39.8 37.0 Dry bulp(OF' 19 82 Infiltration: Dailyrange (OF) - 12 ( I ) Method Blower door Wetbulb(°F) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/1517 cfm Heating Component Btuh/ft2 Btuh %of load Walls 3.2 3414 12.2 VW1 Glazing 14.9 7868 28.1 Doors 14.4 301 1.1 t» Ceilings 2.1 1318 4.7 Floors 0 0 0 Infiltration 3.4 5501 19.6 Ducts 9645 34.4 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 C*VT Total 1 1 280481 100.0 Cbilings Irfilbation • • • Component Btuh/ft2 Btuh % of load Walls 0.7 786 3.0 VWI Glazing 23.2 12287 47.4 Ir�r>��rs Doors 6.6 138 0.5 Ceilings 0.8 475 1.8 Floors 0 0 0 Infiltration 0.2 362 1.4 Gadrg-- Ducts 7139 27.6 Ventilation 0 0 Internal gains 4720 18.2 Dais Blower 0 0 Adjustments 0 Total 1 1 25907 100.0 Ctt1a Latent Cooling Load = 3653 Btuh Overall U-value =0.120 Btuh/ft2-OF WARNING: window to floor area ratio=28.8%-more than 25%. -04#- wrAphtsoft' 2022-Jun-2011.04:58 - Right-Suite®Universal 2022 22.0.01 RSU30008 Page ,04M ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Project Summary Job: Jun 16,1 •� Date: un 2022 Entire House By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia.NY 11716 Phone:631-244-2627 Email:mcarusoC_Denergytestingservices.com Web:www energytestingservices.00m License 7960376 Proalact Information For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Notes: HERS Rater#7960376 Design Information Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 68 OF Inside db 75 OF Design TD 50 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 64258 Btuh Structure 61827 Btuh Ducts 31895 Btuh Ducts 23139 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 96152 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 74091 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3 (partial)/2 Pressure/AVF 50 Pa/3372 cfm Structure 6757 Btuh Ducts 5519 Btuh Central vent(0 cfm) 0 Btuh Heatin Cooling Area(ft2) 659? 6590 Equipment latent load 12276 Btuh Volume (f 3) 67440 67440 Air changes/hour 0.31 0.14 Equipment Total Load (Sen+Lat) 86367 Btuh Equiv. AVF(cfm) 343 155 Req. total capacity at 0.70 SHR 8.8 ton Heating Equipment Summary Cooling Equipment Summary 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 OF 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 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -1' wrigFttsoft 2022-Jun-2011:04:58 Right-Suite®Universal 2022 22.0.01 RSU30008 Page 1 . e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Doorfaces:SW ' + - .Job: MC0174 Project :�Ut11f11a1�/ Date: Jun 16,2022 IOU Sys 1- 1.0 Floor By: Mi6hael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:691-244-2627 Email:mcarusoc@energytestingservices.com Web:wwvi.energytestingservices.com License:7960376, --Project Information For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935- Notes: HERS Rater#7960376 besiw 16formation Weather: Montauk AP, NY,.US Winter Design Conditions Summer'Design Conditions Outside db.•i 19 OF Outside db 82 OF Inside db 68 OF Inside db 75 OF ' Design TD 50 OF Design TD 7 OF Daily range I_ Relative humidity 50 % Moisture difference 37 gr/lb Heating:Summary Sensible Cooling Equipment Load Sizing Structure 34306 Btuh Structure 34198 Btuh,. Ducts - 17981 Btuh Ducts 13009 Btuh'. Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh` (none) (none) Humidification 0 Btuh Blower', 0 Btuh,. . Piping 0 Btuh Equipment load 52287 Btuh Use manufacturer's data n• Rate/swing multiplier 0.8'7 Infiltration Equipment sensible load. .` 41165 Btuh Method '; Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa/1517 cfm Structure 3804 Btuh. . ' Ducts 3116 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) - Area(ft2) 3368, •'3368 Equipment latent load 6920 Btuh Volume(fP) 38440 38440 Air changes/hour 0.30 ` `' '0:13 Equipment Total Lalad (Sen+Lat) , 48084.-Btuh Equiv. AVF(cfm) 189 86. Req.total capacity at 0.70 SHR .4.9 •ton .. eating Equipment Summary Cooling Equipment Summary Make Generic Make Carrier Trade Trade CARRIER Model AFUE 92 Cond 24ACC660B00310 AHRI ref ; Coil FV4CN13006L AHRI ref 202507180 Efficiency 92 AFUE Efficiency', 13.0 EER, 16 SEER Heating Input 59783 Btuh',. Sensible cooling. 39901) Btuh Heating output 55000 Btuh Latent cooling 17100 Btuh . Temperature rise 26 °F ' Total cooling 57000 Btuh Actual air flow 190a cfm Actual air flow 1900 cfm,- Air flow factor 0.036 cfm/Btuh Air flow factor = 0.040 cfm/Btuh Static pressure 0.60 Jn H2O Static pressure 0.60 in H2O• Space thermostat Load sensible heat ratio 0.87 Calculations approved by ACCA-to meet'all requirements of Manual J•8th Ed. -Pk- wrr1gt,ts®f't« 2022-Jun-2011:04:58 !_ - Right-Suite®Universal202222.0.01 RSU30008 Paget �+� ...e 2095 Nassau Point Road Cutchogue NY 119335.rup Calc=MJ8 Front Door faces:SW ect .a-+umma'�7 Job: MC0174 Pro � � Date: Jun 16,2022 c�*r�r rcgry c Sys 2- 2►t d Floor. By: Michael A.Caruso Services Energy Testing Ser 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631:244.2627 Email:mcarusoc@energytestingservices.com Web:www.energytestingservices.00m License:7960376 • - • • For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Notes: HERS Rater#7960376 � - • • • Weather: Montauk AP, NY, US Winter Design Conditions Summer. Design Conditions Outside db 19 OF Outside db 82 OF Inside db 68 OF Inside db 75 OF Design TD 50 OF Design TD 7 OF Daily range I_ Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 29952 Btuh Structure 27629 Btuh Ducts 13914 Btuh Ducts 10130 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 43866 Btuh Use manufacturer's data n Rate/swing multiplies 0.87 Infiltration Equipment sensible load 32926 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3 (partial)/2 Pressure/AVF 50 Pa/1517 cfm Structure 2953 Btuh Ducts 2403 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(tt2) 3222 3222 Equipment latent load 5357 Btuh Volume(ft3) 29000 29000 Air changes/hour 0.32 0.14 Equipment Total Load (Sen+Lat) 38283 Btuh Equiv. AVF-(cfm) 154 70 Req. total capacity at 0.70 SHR '3.9 ton Heating Equipment:Summary Cooling Equipment Summary Make Generic Make Carrier Trade Trade CARRIER Model AFUE 92 Cond 24ACC648AO0300 AHRI ref Coil FV4CN13006L AHRI ref 9180202 Efficiency 92 AFUE Efficiency 13.0 EER, 16 SEER Heating'input 48913 Btuh Sensible cooling 32200 Btuh Heating output 45000 Btuh Latent cooling 13800 Btuh Temperature rise '27 OF Total cooling 46000 Btuh Actual air flow. 1533 cfm Actual air flow 1533, cfm Air flow factor 0.035 cfm/Btuh Air flow factor 0.041•. cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �1'4' wrlghr soft- 2022-Jun-2011:04:58 �= -• - --• Right-Suite(E)Universal 2022 22.0.01 RSU30008 Page 3 ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door feces:SW Project Summary Job: MC0174 r Date: Jun 16,2022 2n d Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservlces.com Web:www.ene�gytestingservices.00m License:7960376 • ect [nformation For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Notes: HERS Rater#7960376 1 , Design Information. ,_ Weather: Montauk AP; NY, US Winter Design Conditions Summer-Design Conditions Outside db 19 °F Outside db 82 OF Inside db 68 °F Inside db 75 OF Design TD 50 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 37 gr/lb Heating.Summary Sensible Cooling Equipment Load Sizing Structure 22040 Btuh- Structure 21541 Btuh Ducts 10239 Btuh Ducts • 7898 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0. Btuh Piping 0 Btuh Equipment load 32278 Btuh Use manufacturer's data n . Rate/swing multiplier 0.87 Infiltration Equipment sensible load 25671 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3( artial)/2 Pressure/AVF 50 Pa P1517 cfm Structure 2060 Btuh Ducts 1897 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ft2) 2544 2544 Equipment latent load 3957 Btuh Volume (ft3) 22894 22894 Air changes/hour 0.29 0.13 Equipment Total Load (Sen+Lat) 29628 Btuh Equiv. AVF(cfm) 111 50 Req. total capacity at 0.70 SHR 3.1 ton Heating Equipment Summary Cooling Equipment Summary 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 OF 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 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrlgP�tsoft• 2022-Jun-2011:04:58 -�•- -- Right-Suite®Universal 2022 22.0.01 RSU30008 Page 4 ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Proj y ect Summary Job: MC0174 S ' 7 Date: Jun 16,2022 u �dFr„r M. cite Zone By: Michael A.Caruso ® Energy Testing Services ' 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:ewww.energytestingservices.com License:7960376 Proiect Information For: Paparella Residence ; 2095 Nassau Point Road, Cutchogue, NY 11935 Notes: HERS Rater#7960376 Desiah Information Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 68 OF Inside db 75 OF Design TD 50 OF Design TD 7 OF Daily range L Relative humidity 50 % I Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 7912 Btuh Structure 7410 Btuh Ducts 3676 Btuh Ducts 2717 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 11588 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 8830 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding 1 stories 3( artial)/2 Pressure/AVF 50 Pa�1517 cfm Structure 893 Btuh Ducts 506 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ft2) 679 679 Equipment latent-load 1399 Btuh Volume(T) 6107 6107 Air changes/hour 0.43 0.19 Equipment Total Load (Sen+Lat) 10229 Btuh Equiv. AVF(cfm) 43 20 Req.total capacity at 0.70 SHR .1.1 ton Heating Equipment Summary .Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade nla 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 OF 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 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 416- anrpigtatsoft^ 2022-Jun-2011:04:58 �•»• — Right-Suite®Universal202222,0,01 RSU30008 Page ...a 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW .Project Summa Job: MC0174 Date: Jun 16,2022 Zone 1 By: Michael A.Caruso S SPS Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.enerbytestingservices.com License:7960376 Project • • For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Notes: HERS Rater#7960376 Design, • • Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 .OF Inside db 68 OF Inside db 75 OF Design TD 50 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 37 gr/lb Heating.Summary Sensible Cooling Equipment Load Sizing Structure 15903 Btuh Structure 15831 Btuh Ducts 8335 Btuh Ducts 6022 Btuh. Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0- Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 24239 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 19056 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa 11517 cfm Structure 1852 Btuh Ducts 1415 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ft2) 1529 1529 Equipment latent load 3267 Btuh Volume(fl3) 15279 15279 Air changes/hour 0.35 0.16 . Equipment Total Load (Sen+Lat) 22322 Btuh Equiv. AVF(cfm) 88 40 Req. total capacity at 0.70 SHR 2:3 ton Heating Equipment Summary Cooling Equipment Summary 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 0F< 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 i Calculations approved by ACCA.to meet all requirements of Manual J 8th Ed. wrlcJt'tsoft 2022-Jun-2011:04:58 »w• �- Right-Suite®universal202222.0.01 RSU30008 Page oM ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW f Project Summary Job: MC0174 J Date: Jun 16,2022 °Zinn Zone 2 By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:moaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Prowect Information For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Notes: HERS Rater#7960376 Desim Information Weather: "Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 68 OF Inside db 75 OF Design TD 50 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 18402 Btuh Structure 18768 Btuh Ducts 9646 Btuh Ducts 7139 Btuh Central vent(0 cfm) 0 Btuh . Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28048 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 22591 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa/1517 cfm Structure 1951 Btuh Ducts 1701 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ft2) 183J 1839 Equipment latent load 3653 Btuh Volume(fl?) 23161 23161 Air changes/hour 0.26 0.12 Equipment Total Load (Sen+Lat) 26244 Btuh Equiv. AVF(cfm) 101 46 Req. total capacity at 0.70 SHR, 2.7 ton Heating Equipment Summary . Cooling Equipment Summary 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 OF 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 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ^pp wr7gt�tsoft• 2022-Jun-2011:04:58 !�ti�. -<�• -� Right-Suite®Universal202222.0.01 RSU30008 Pagel /'R+� ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Manual S Compliance Report Job: MC0174 Date: Jun 16,2022 Sys 1- 1st Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.ehergytestingservices.00m License:7960376 Project • • For: Paparella Residence 2095 Nassau Point Road,.,Cutchog u e, NY 11935 Cooli.ng Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 47207 Btuh 'Entering coil DB: 77.10F Outdoor design WB: 72.0°F Latent gain: 6920 Btuh .Entering coil'WB: 63.6°F Indoor design DB: 75.0°F Total gain: 54127 Btuh Indoor RH: 50% Estimated airflow:- - 1900 cfm Manufacturer's Performance Data at Actual Design'Conditions Equipment type: Split AC Manufacturer: Carrier Model: 24ACC660B00310+FV4CNB006L Actual airflow: 1900 cfm Sensible capacity: 49261 Btuh 104%of load Latent capacity: 9181 Btuh 133%of load Total capacity: 58442 Btuh 108%of load SHR: 84%. Heating Equipment Design Conditions Outdoor design DB: 18.5°F Heat loss: ' 52287 Btuh Entering coil DB: 66.1°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Generic Model: AFUE 92 Actual airflow: 1900 cfm Output capacity: 55000 Btuh 105%of load Meets all requirements of ACCA Manual S. ' wrightsoft- 2022-Jun-2011:04:58 f .. Right-Suite®U niversal 2022 22.0.01 RSU30008 Page 1 .AM ...a 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Doorfaoes:SW ' Manual S Compliance Report: Job: Jun 16,1 p ' Date: un aoaa �s� E 5� Sys 2- 2n d Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-24472627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • 0 For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: '82.2°F Sensible gain: 37759 Btuh Entering coil DB: 77.1°F Outdoor design WB: 72.0°F Latent gain: 5357 Btuh Entering coil WB: 63.5'F Indoor design DB: 75.0°F Total gain: 43116 Btuh Indoor RH: 50% Estimated airflow: 1533 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: 24ACC648A00300+FV4CNB006L Actual airflow: 1533 cfm Sensible capacity: 39184 Btuh 104%of load Latent capacity: 7223 Btuh 135% of load Total capacity: 46407 Btuh 108%of load SHR: 84% Heating Equipment, Design Conditions Outdoor design DB: 18.5°F Heat loss: 43866 Btuh Entering coil DB: 66.1°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Generic Model: AFUE 92 Actual airflow: 1533 cfm Output capacity: 45000 Btuh 103% of load Meets all requirements of ACCA Manual S. _,�k w�,igh�oft„ 2022-Jun-2011:04:58 AM4�. � .,, ... Right-Suite®Universal202222.0.01 RSU30008 Paget ...a 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Residential Examiner Review • Form �e • • (Loads, RPER 1 C `��15 Mar 09 Axacaaa-�ad:�:uka Town-of Southold Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael A. Caruso Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 7960376 or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#, Block,Subdivision): 2095 Nassau Point Road, Sys 1- 1st Floor HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Rdlldonq Construction Information Winter Design Conditions. Building Outdoor temperature: 19 °F Orientation: Front Door faces Southwest Indoor temperature: 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 52287 Btuh Number of bedrooms: 4 Conditioned floor area: 3368 ft2 Summer Design Conditions Number of occupants: 6 Outdoor temperature: 82 *F Indoor temperature: 75 *F Windows RoV Grains difference: 37 gr/lb @50% RH Eave overhang depth: 0 ft Sensible heat gain: 54137 Btuh Internal shade: none Eave Latent heat gain: 7935 Btuh Blinds,drapes,etc. Depth 4wndow Total heat gain: 62072 Btuh Number of skylights: 0 EQUIPMENTHVAC • 4• Heating Equipment Data Cooling Eauit,ment Data Blower Data Ecpui�ment tvDe: Prop boiler Equipment t�r�e: Split AC Heating cfm: 1900 ur ace,He Pump,Boller,etc. Ir Condltlo a,Heat pump,etc. Cooling cfm: 1900 Model: Generic Model: Carrier Static pressure: 0.60 in H2O AFUE 92 24ACC660B00310+FV4CNB006L Fan's rated external static pressure for design airflow Heating output capac% �5000 Btuh Total cooling capacity: 58442 'Btuh Heat pumps-capac ty at Inter design ou oor conditions • Sensible cooling capacity: 49261 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 9181 Btuh-HVAC DUCT J DISTRIBUTION • Design airflow: 1900 cfm Longest supply duct: 572 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 128 ft Trunk duct: Sheet metal Total device pressure losses: -0.3 in H2O Total effective length(TEL): 700 ft Available static pressure(ASP): 0.25 in H2O Friction ratee:Rate=ASP+(TELL w in/100ft Branch duct: Sheet metal I declare the load calculation, equipment, equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date:, Reserved for County,Town Municipality or Authority having jurisdiction use. *Home qualifies for MA AE Form based on Abridged Edition Checklist I - wriig t^ - •• ..—_-�.--_•--• Right-Suited Universal202222.0.01 RSU30008 I Residential Plans Examiner Review • Form RPER 1 for D— •n (Loads, Equipment, 15 Mar 09 Ar0m=i"QWomdime Town of Southold Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael A. Caruso Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 7960376 or MJ1AE Form`(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#, Block,Subdivision): 2095 Nassau Point Road, Sys 2-2nd Floor HVAC • .D CALCULATION (IRC M1401.3) Design Conditions B ui� Construction Information Winter Design Conditions Building Outdoor temperature: 19 'F Orientation: Front Door faces Southwest Indoor temperature: 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 43866 Btuh Number of bedrooms: 7 ,Conditioned floor area: 3222 ft2 Summer Design Conditions Number of occupants: 6 Outdoor temperature: 82 'F Indoor temperature: 75 °F Windows Roof Grains difference: 37 gr%Ib @50% RH Eave overhang depth: 0 ft Sensible heat gain: 43302 Btuh Internal shade: none Eavn- Latent heat gain: 6143 Btuh Blinds,drapes,etc. Depth 4YinlaaV Total heat gain: 49445 Btuh Number of skylights: 0 EQUIPMENTHVAC • 40 Heating Equipmentr Data Coolinq Fa uinm nt Data Blower Data Egwpment ty e: Prop boiler Equipment type: Split AC Heating cfm: 1533 Furnace,Heal�ump,Boller,etc. AIr CondhlorfeY,Heat pump,etc. Cooling cfm: 1533 Model: Generic Model: Carrier Static pressure: 0.60 in H2O AFUE 92 24ACC648A00300+FV4CNB006L Fan's rated external static pressure for design airflow Heating output cap�aci% �5000 Btuh Total cooling capacity: 46407 Btuh Heat p'4mps-capacity at inter design out oor Sensible cooling capacity: 39184 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 7223 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M16011) Design airflow: 1533 cfm Longest supply duct: 516 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 66 ft Trunk duct: Sheet metal Total device pressure losses: -0.3 in H2O Total effective length(TEL): 582 ft Available static pressure(ASP): 0.25 in H2O• Friction rate: 0,(� 3 in/100ft Branch duct: Sheet metal Friction R ate=ASP+(T EL x fw) I declare the load calculation, equipment, equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: I Date: Reserved "Home qualifies for MAAE Form based on Abridged Edition Checklist wrightsoft` --- .— Right-Suite®Universal 2022 22.0.01 RSU30008 • ` Job: MC0174 Duct-System.Summary ` Date:' Jun 16,2022 E gf B' Sys-4- 1st Floor By: Michael A.Caruso Enerdy Testing Services / 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631=244-2627 Email:mcaruso(Plenergytestingservices.com Web:www.energytestingservices.00m License:7960376 Projedt Information, 'For: Paparella Residence 2095 Nassau Point Road, Cutchogue, NY. 1-1935 Heating Cooling= External static,pressure ' 0.60 in H2O `:, 0:60 in H2O Pressure losses 0.35 in H20 .0.35 in H2O Available static pressure 0.25 in H2O' 0.25 in H2O ; Supply/return available pressure '0.2047 0.046 in H2O 0.204/0.046 in H2O Lowest friction rate 0.036 in/100ft 0.036 in/100ft Actual air flow 1900 cfm 1900 cfm Total effective length(TEL) 700 ft SupplyD- 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 Bath 6n h 1038 38 22 0.041 5.0 Ox 0 ShMt 79.0 425.0 st12 Bath B h 3351 122 58 0.042 8.0 Ox 0 ShMt 93.0, 395.0 st12 Bed Rm 6 C 2071 59 83 0.041 7.0 Ox 0 ShMt 72.0 430.0 st12 Bed Rm&A c 2071 59 83 0.044 6.4 8x 6 ShMt 70.0 395.0 st11 Bed Rm 7 c 2187 70 88 0.041 7.0 Ox 0 ShMt 92.0 405.0 st12 Bed Rm 7-A C 2187 70 88 0,041 7,0 Ox 0 ShMt 84.5 415.0 st12 Brealdast h 4699 171 130 0.036 9.0 Ox 0 ShMt 93.6 470.0 st11 Brealdast-A h 4699 171 130 0.038 9.0 Ox 0 ShMt 83.8 460.0 st11 Family Rm c 3221 115 130 0.087 7.0 Ox 0 ShMt 9.5 225.0 st7 Family Rm-A c 3221 115 130 0.070 7.0 Ox 0 ShMt 22.0 270.0 st8 Foyer h 2609 95 52 0.067 7.0 Ox 0 ShMt 34.5 270.0 st8 Foyer-A h 2609 95 52 0.069 7.0 Ox 0 ShMt 42.0 255.0 st8 Guest/Office c 3259 68 131 0.069 7.0 Ox0 ShMt 49.5 245.0 st8 Jr.M.Bath h 754 ` 27 18 0.086 4.0 Ox 0 ShMt 11.5 225.0 st7 Jr..-M.suite c ' 2236 74 90� 0.069 7.0 Ox 0 ShMt 27.0 270.0 st8 Jr.M.Suite-A c 2236 74 90 0.079 6.0 Ox 0 ShMt 24.5 235.0 st7 Kitchen C 2436 61 98 0.036 8.0 Ox 0 ShMt 92.0 480.0 st11 Kitchen-A C 2436 61 98 0.03,E 8.0 Ox 0 ShMt 77.0 490.0 st11 Living Rm-A h 4902 178 176 0.069 8.0 Ox 0 ShMt 35.5 260.0 st8 Living Rm-B h 4902 178 176 0.071 8.0 Ox 0 ShMt 53.5 235.0 st8 J 1 \ 1 BoldlitaQc values have been manually overridden ti miraightsofY 2022-Jun-2011:04:58 ,.,,.,„, .. . . ,, RightSuite®Universal202222.0.01 RSU30008 Page1 ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJB Front Door faces:SW t s Supply Trunk D . . • le 0 Trunk Htg Clg I Design Veloc Diam• H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st11 Peak AVF 523 540 0.036 486 . 13.5 8 x 20 - ShtMetl st10' st12 Peak AVF 358 340 0.041 '460 19.2 8 x '14 ShtMetl .' st10 st8 Peak AVF 1684 1685 0.036 562 20.6 8 x 54 ShtMetl st2 st10 Peak AVF 881 '880 0.036 528 16.2 8 x 30 ShtMetl st8 st7 Peak AVF 216 238 0.079 535 8J4 8 x 8 ShtMetl st2 st2 Peak AVF 1900 1922 -0.036 658 • 21.6 8 x 62 ShtMetl Table'Return Branch Detafl 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 rb1 18x 49 1900 1922 128.0 0.036 612 24.0 Ox 0 ShMt r W rlghtsoft" 2022-Jun-20 11:04:58 �`- rv...•,�,�. �,„. ., Right-Suite®Universal202222.0.01 RSU30008 Paget ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Duct System Summary . Job: Mc0174 Date: Jun 16,2022 �B Sys 2- 2n d Flo or - - By: -Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 ,Email:mcaruso@energytestingservices.com'Web:www.enerbytesbngservices.com License:7960376 Project • • - -For: Paparella Residence 2095 Nassau Point Road, Cutchogue; NY 11935 Heating Cooling External static pressure 0.60 in H2O D.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O - Available static pressure .0.25 isn H2O .'.0.25;-in H2O Supply/return available pressure ' -0.222/0.028 in H2O 0.2221-0:028-in H2O Lowest friction rate 0.043 in/100ft 0.043 in/100ft Actual air flow 1533 cfm 1533 cfm Total effective length(TEL) 582 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 Bath h 1043 36 17 0.051 5.0 Ox 0 ShMt 88.0 350.0 st4 Bath 2 h 1169 41 21 0.063 5.0 Ox 0 ShMt 21.5 330.0 st4 Bath 3 h 830 29 13 0.081 4.0 Ox 0 ShMt 20.0 255.0 st6 Bath 4/5 h 1294 45 26 0.059 5.0 Ox 0 ShMt 41.0 335.0 st4 Bed Rm 10 C 3132 82 127 0.049 8.0 Ox 0 ShMt 100.0 350.0 st4 Bed Rm 2 h 3181 111 87 0.055 7.0 Ox 0 ShMt 29.0 375.0 st3 Bed Rm 2-A h 3181 111 87 0.065 7.0 Ox 0 ShMt 30.5 310.0 st3 Bed Rm 3 C 2420 52 98 0.080 7.0 Ox 0 ShMt 31.0 245.0 st6 Bed Rm3-A c 2420 52 98 0,080 7.0 0x0 ShMt 38.5 240.0 st6 Bed Rm 4 C 3981 122 162 0.057 8.0 Ox 0 ShMt 30.0 360.0 st4 Bed Rm 5 C 3836 108 156 0.057 8.0 OX 0 ShMt 50.0 340.0 st4 Bed Rm 9 c 3142 84 128 0.051 8.0 Ox 0 ShMt 78.0 •360.0 st4 Clst 3 h 643 22 18 0.083 4.0 Ox 0 ShMt 16.5 250.0 st6 Hall 2-A h 5054 177 120 0.052 9.0 Ox 0 ShMt 89.0 340.0 st4 M.Bath Rm h 3778 132 101 0.047 8.0 Ox 0 ShMt 63.0 410.0 st6 M.cat h 117 4 1 0.060 4.0 Ox 0 ShMt 46.5 325.0 st6 M.Clst2 h 711 25 5 0.049 4.0 Ox 0 ShMt 56.5 400.0 st6 M.Suite c 2946 99 120 0.069 7.0 Ox 0 ShMt 52.5 325.0 st6 M.suite-A C 2946 99 120 0.047 8.0 Ox 0 ShMt 56.5 415.0 st6 office c 1601 46 65 0.043 6.0 Ox0 ShMt 50.5 465.0 st6 Storage h 1576 55 36 0.055 6.0 Ox 0 ShMt 60.0 345.0 st4 Bold/Itallc values have been manually overrldden wn ightsoft- 2022-Jun-2011:04:58 ak .,�.�..- Right-Suite®Universal 2022 22.0.01 RSU30008 Page ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJS Front Door faces:SW SupplyDeta il Ta ble Trunk Htg Clg Design Veloc Diam H x W _ Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st4 Peak AVF 751 792 0.049: 594 14.6 8 x 24 ShtMetl st5 sty Peak AVF 973 967 0.049 '584 16.7 8 x 30 ShtMetl st1 st6 Peak AVF 560 639 0.043 523 13.8 8 x 22 ShtMetl st1 st1 Peak AVF 1533, 1606 0.043 602 19.5 8 x 48 ShtMetl st3 Peak AVF 222 175 0.055 400 8.9 8 x 10 ShtMetl st5 Return Bir�tnch Defail, Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fprh) (in) (in) Opening(in) Matl Trunk rb2 18x41 1533 .1606 66.0 0.043, 609 22.0 Ox 0 ShMt 9 WrightSAft- 2022-Jun-2011:04:58 +d ,w, •,,,.., ..�.ro.�,., Right-Suite®Universal202222.0,01 RSU30008 Page ...e 2095 Nassau Point Road Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW N 1 Foundation 8.O.G 2 8.0.0 3 G.GAG SAG Sup Rtar 30%0 30z 54.8 Ra Riser I 8• 24" • i UMras2ad BOMNT r' 8' i • i i (dose and Else Ral 24-) 02%8 6%8 a- 4" 7. 1 Job #: MC0174 Energy Testing Services Scale: 1 : 186 Performed by Michael A. Caruso for: Page 1 Paparella Residence 1648 Locust Ave Suite E 2095 Nassau Point Road Right-Suited Universal 2022 Cutchogue,NY 11935 Bohemia,NY 11716 22.0.01 RSU30008 Phone:631-244-2627 2022-Jun-20 11:05:14 www.energytestingservices.com mcaruso@energytestingservi ...oint Road Cutchogue NY 11935.rup N 1st Floor 88 cim 38 ctm 83 dm A 198 dm 98 dm ee dm 83 ctm 177 dm stairs 122 dm Bath 6n Bad Rm6 Kitchen 7'Bad Rm7 7" S• 7" d e 8' 8' 9Brsatdast 3-Car Garage BehB e' Wu ryt sn dm Hag 9' 171 cim a nn Sup RN, R6 24° 30 x 8 178 cfm �731 cfm I pAntry Gge1V0Blee I I-Wng Rm �95 Um Foyer 178 dm 11qq�� I JS dm Blaaa2 I �yq'1 �9I1 dm .M.CbI Famgy Rm Jr,M.Bulta 130 dm JI M.Bath � m� �130 cfm 90 cfm 27 Job #: MC0174 Testing Services Scale: 1 : 186 Performed by Michael A. Caruso for: Energy g Page 2 Paparella Residence 1648 Locust Ave Suite E Point Road Rig htSuite®Universal 2022 2095 Nassau Bohemia,NY 11716 22.0.01 RSU30008 Cutchogue, Po Road Phone:631-244`2627 2022-Jun-2011:05*14 www.energytestingservices.corii mcaruso@energytestingservi ...oint Road Cutchogue NY 11935.rup N i 1 � i 0 2nd Floor 127 chn � 129 Nn 45U t 1f1 dm d. 55 cl 156 cfm 162 Id,SteAs 3 BtlA BeIA Fled Rm2 9° 5' 9' 6 5'9° 11 5' 7' t Bed R.10 Bed Rm 9 B"h V slara9a / 10z6 �. 7 cfm 24.8 Bad Rm6 Bad Rm4 50 9' Ha12 HQB 3 1606 dm 122'• MUC 48 z a 2z a 177 dm Clst 3 ae am 4' • Bed Rm 3 4' 2a swim r O.T.B Balcony 0.T.0 2 State 4 120cfm M C crm a• 7• 132 c/m M.BuBe M.Ch12 Office 65 cfm M.Bath Rm s• 12011m 25 m 4' 6 I f Job #: MC0174 Energy Testing Services Scale: 1 : 186 Performed by Michael A. Caruso for: Page 3 Papamlla Residence 1648 Locust Ave Suite E 9 2095 Nassau Point Road RightSuite®Universal 2022 Cutchogue, Po Road Bohemia,NY 11716 22.0.01 RSU30008 Phone:631-244-2627 2022-Jun-20 11:05:14 www.energytestingservices.com mcaruso@energytestingservi ...oint Road Cutchogue NY 11935.rup , ' a - New York ECCC 2020 UA Compliance Property Organization Inspection.Status 2095 Nassau Point Rd Energy Testing Services Results are projected Cutchogue, NY 11935 Michael Caruso Community: Single and Separate 631-244-2627 Paparella Residence 2095 Nassau Builder Point Road Cutchogue NY 11935 Broadway National Initial House Design This report is based on a proposed design and does not confirm field enforcement of design elements. Building UA Elements IECC Reference As Designed Ceilings 114.1 147.7 Above-Grade Walls 314.5 287.9 Windows, Doors and Skylights 497.9 462.3 Slab Floor: 134.2 131.1 Framed Floors 44.1 30.3 Foundation Walls 84.0 108.0 Rim Joists 17.3 17.4 Overall UA(Design must be equal or lower): 1,206.1 1,184.7 Requirements 402:1.5 Total UA alternative compliance passes by 1.8%. 402.3.2 Average SHGC:0.30 Max SHGC:0.40 - - - - --- --- - - - (, - _ post construction Glaivei door test is re-quir-red to vi nfyrthe air leakage meets the R402.4.1.2 Air Leakage Testing R402.5 SHGC-�-„--L.--^_- Area-weighted average fenestration �- re-quirement,, �;_-_'-.��.____-� ._-•__-___.__.._..__:_..__ ..._____..._:..,_-...._.-._._ GC R402.5 Area-weighted average fenestration U-Factor _ ® R404.1 Lighting Equipment Efficiency -- - �'" R403.6.1 Mechanical Ventilation Efficacy i Mandatory Checklist Mandatory code requirements that are not checked by Ekotrope must be met. R403.6 Mechanical Ventilation Rate ; R403.3.4 Duct Leakage R403.5.3 Hot water pipe insulation Design exceeds requirements for New York ECCC 2020 Prescriptive compliance by 1.8%. Name: Michael Caruso Signature: 1�1t.-V c'-d CC,)-(C3r9, Organization: Energy Testing Services Digitally signed: 6/20/22 at 11:33 AM Ekotrope RATER-Version 4.0.1.2933 New York ECCC 2020 Prescriptive compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER is a RESNETAccredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report. r i Energy Code Inspection Checklist Property Organization Inspection Status 2095 Nassau Point Rd Energy Testing Services Results are projected Cutchogue, NY 11935 Michael Caruso Community: Single and Separate 631-244-2627 Paparella Residence 2095 Nassau Builder Point Road Cutchogue NY 11935 Broadway National Initial House Design General Building Information Conditioned Area (sq ft) 6,985 Conditioned Volume (cubic ft) 115,796 Insulated Shell Area (sq ft) 17,364 The building energy model in Ekotrope reflects the building assemblies and energy features listed below. Sometimes energy features will change in the field from what has been modeled.The inspection process should identify any changes and ensure that the home continues to meet the applicable energy code. Slab Name: Slab O.G.(1,551 s.f., 201 ft. exterior perimeter) R-10 perimeter insulation, R-10 under slab insulation. Name: Slab B.G.(1,891 s.f., 178 ft. exterior perimeter) R-0 perimeter insulation, R-0 under slab insulation. Framed Floor Name: Cant. (139 s.f.) R-0 continuous insulation, R-30 cavity insulation Insulation Grade: I Name: IGC (800 s.f.) R-0 continuous insulation, R-30 cavity insulation Insulation Grade: I Foundation Wall Name:AMB (Exterior Perimeter[ft]: 178, Height Above Grade[ft]: 3, Depth Below Grade [ft]: 5) R-0 continuous insulation, R-13 cavity insulation Insulation Grade: I Feet from top of wall to top of insulation: 0, Feet from top of wall to bottom of insulation: 0 Above Grade Wall Name:AMB Walls (5,698 s.f.) 1 R-5 continuous insulation, R-15 cavity insulation Insulation Grade: I Energy Code Inspection Checklist Property Organization Inspection Status 2095 Nassau Point Rd Energy Testing Services Results are projected Cutchogue, NY 119.35 Michael Caruso Community: Single and Separate 631-244-2627 Paparella Residence 2095 Nassau Builder Point Road Cutchogue NY 11935 Broadway National Initial House Design Name: Kneewall (234 s.f.) R-0 continuous insulation, R-15 cavity insulation Insulation Grade: I Name: Gabel Walls(685 s.f.) i R-5 continuous insulation, RA 5 cavity insulation Insulation Grade: I Name: IGW (180 s.f.) R-0 continuous insulation, R-15 cavity insulation F. Insulation Grade: I Rim Joist . Name:AMB Rim (178 s.f.) R: 14.00 Name:AMB Band (178 s.f.) R: 20.00 J Name: IG Band (19 s.f.) R: 15.00 Ceiling / Roof Name: Hot Roof(4,115 s.f.) R-0 continuous insulation, R-35 cavity insulation Insulation Grade: 1 Name: Flat Roof(272 s.f.) R-0 continuous insulation, R-35 cavity insulation Insulation Grade: I Opaque Door Name: Front Door(28 s.f.) R: 4.25 2 Name: IGD (24 s.f.) R: 5.30 r Energy Code Inspection Checklist Property Organization Inspection Status 2095 Nassau Point Rd Energy Testing Services Results are projected Cutchogue, NY 11935 Michael Caruso Community: Single and Separate 631-244-2627 Paparella Residence 2095 Nassau Builder Point Road Cutchogue NY 11935 Broadway National Initial House Design Glazing Name: f sw 38 (38 s.f.), U: 0.300, SHGC: 0.3, Orientation: SOUTH—WEST Name: f sw 23.1 (23.1 s.f.), U: 0.300, SHGC:0.3, Orientation: SOUTH—WEST Name:f sw 23.1 (23.1 s.f.), U: 0.300, SHGC: 0.3, Orientation: SOUTH—WEST Name:f sw 57 (57 s.f.), U: 0.300, SHGC: 0.3, Orientation: SOUTH—WEST Name: f sw 32 (32 s.f.), U: 0.300, SHGC: 0.3, Orientation: SOUTH—WEST Name:f sw 7.5 (7.5 s.f.), U: 0.300, SHGC: 0.3, Orientation: SOUTH—WEST Name: f sw 7.5 (7.5 s.f.), U: 0.300, SHGC: 0.3, Orientation: SOUTH—WEST Name: f sw 48(48 s.f.), U: 0.300, SHGC: 0.3, Orientation: SOUTH—WEST Name: r se 19 (19 s.f.), U: 0.300, SHGC: 0.3, Orientation: SOUTH—EAST Name: r se 57 (57 s.f.), U: 0.300, SHGC: 0.3, Orientation: SOUTH—EAST Name: r se 7.5 (7.5 s.f.), U: 0.300, SHGC: 0.3, Orientation: SOUTH—EAST Name: r se 19 (19 s.f.), U: 0.300, SHGC: 0.3, Orientation: SOUTH—EAST Name: r se 19 (19 s.f.), U: 0.300, SHGC: 0.3,' Orientation: SOUTH—EAST Name: r se 32 (32 s.f.), U: 0.300, SHGC: 0.3, Orientation: SOUTH—EAST Name: r se 7.5 (7.5 s.f.), U: 0.300, SHGC: 0.3,- Orientation: SOUTH—EAST Name: r se 16 (16 s.f:), U: 0.300, SHGC: 0.3, Orientation: SOUTH—EAST 3 Energy Code Inspection Checklist Property Organization Inspection Status 2095 Nassau Point Rd Energy Testing Services Results are projected Cutchogue, NY 11935 Michael Caruso Community: Single and Separate 631-244-2627 Paparella Residence 2095 Nassau Builder Point Road Cutchogue NY 11935 Broadway National Initial House Design Name: r se 48 (48 s.f.), U: 0.300, SHGC: 0.3, Orientation: SOUTH—EAST Name: r se 7.5 (7.5 s.f.), U: 0.300, SHGC: 0.3, Orientation: SOUTH—EAST Name: r se 16 (16 s.f.), U: 0.300, SHGC: 0.3, Orientation: SOUTH—EAST Name: r se 16 (16 s.f.), U: 0.300, SHGC: 0.3, Orientation: SOUTH—EAST Name: r se 16 (16 s.f.), U: 0.300, SHGC: 0.3, Orientation: SOUTH—EAST Name: r se 22.5 (22.5 s.f.), U: 0.300, SHGC: 0.3, Orientation: SOUTH—EAST Name: r se 22.5 (22.5 s.f.), U: 0.300, SHGC: 0.3, Orientation: SOUTH—EAST Name: b ne 108 (108 s.f.), U: 0.300, SHGC: 0.3, Orientation: NORTH—EAST Name: b ne 144 (144 s.f.), U: 0.300, SHGC: 0.3, ,Orientation: NORTH—EAST Name: b ne 112.5 (112.5 s.f.), U: 0.300, SHGC: 0.3, Orientation: NORTH—EAST Name: b ne 63.9 (63.9 s.f.), U: 0.300, SHGC:0.3, Orientation: NORTH—EAST Name: b ne 96 (96 s.f.), U: 0.300, SHGC: 0.3, Orientation: NORTH—EAST Name: b ne 63.9 (63.9 s.f.), U: 0.300, SHGC:0.3, Orientation: NORTH—EAST Name: I nw 84 (84 s.f.), U: 0.300, SHGC: 0.3, Orientation: NORTH—WEST Name: I nw 38 (38 s.f.), U: 0.300, SHGC: 0.3, Orientation: NORTH—WEST Name: I nw 7.5 (7.5 s.f.), U: 0.300, SHGC: 0.3, Orientation: NORTH—WEST Name: I nw 38 (38 s.f.), U: 0.300, SHGC: 0.3, Orientation: NORTH—WEST 4 Name: I nw 21 (21 s.f.), U: 0.300, SHGC: 0.3, Orientation: NORTH—WEST n � Energy Code Inspection Checklist Property Organization Inspection Status 2095 Nassau Point Rd Energy Testing Services Results are projected Cutchogue, NY 11935 Michael Caruso Community: Single and Separate 631-244-2627 Paparella Residence 2095 Nassau Builder Point Road Cutchogue NY 11935 Broadway National Initial House Design Name: I nw 7.5 (7.5 s.f.), U: 0.300, SHGC: 0.3, Orientation: NORTH—WEST Name: I nw 32 (32 s.f.), U: 0.300, SHGC: 0.3, Orientation: NORTH—WEST Name: I nw 7.5 (7.5 s.f.), U: 0.300, SHGC: 0.3, Orientation: NORTH—WEST 1 Name: I nw 32 (32 s.f.), U: 0.300, SHGC: 0.3, Orientation: NORTH—WEST Name: I nw 7.5 (7.5 s.f.), U: 0.300, SHGC: 0.3, Orientation: NORTH—WEST Name: I nw 7.5 (7.5 s.f.), U: 0.300, SHGC: 0.3, Orientation: NORTH—WEST El Name: I nw 32.0 (32 s.f.), U: 0.300, SHGC: 0.3, Orientation: NORTH—WEST Name: I nw 7.5 (7.5 s.f.), U: 0.300, SHGC: 0.3, Orientation: NORTH—WEST Name: I nw 32 (32 s.f.), U: 0.300, SHGC: 0.3, Orientation: NORTH—WEST Skylight None Present Mechanical Ventilation Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Ekhaust Only, 24 hrs/day, 56 Watts(Default) Mechanical Equipment Sys 1 - Heat- Propane • 50% Heating Load @ 92 AFUE Sys 2- Heat - Propane• 50% Heating Load @ 92 AFUE Sys 1 -Cool - Electric - 50% Cooling Load @ 16 SEER 5 Sys 2-Cool - Electric- 50% Cooling Load @ 16 SEER b � Energy Code Inspection Checklist Property Organization Inspection Status 2095 Nassau Point Rd Energy Testing Services Results are projected Cutchogue, NY 11935 Michael Caruso Community: Single and Separate 631-244-2627 Paparella Residence 2095 Nassau Builder Point Road Cutchogue NY 11935 Broadway National Initial House Design HWH - Electric- 100% Hot Water Load @ 4 Energy Factor Air Leakage Control Test Status:To be blower-door tested House is air-sealed as to achieve 5,790 CFM50 (3.00 ACH50)or less at final blower-door test. Infiltration Requirements for IECC in Climate Zone 4 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015 IECC Infiltration limit for the design home is 3 ACH50. 2018 IECC Infiltration limit for the design home is 3 ACH50. 2021 IECC Infiltration limit for the design home is 5 ACH50. Duct Leakage Duct System 1 NOT entirely within conditioned space, testing required Leakage to Outside specified as: Untested Forced Air Total Leakage specified as: 100 CFM @ 25Pa (Post-Construction) Duct System 2 All ducts and equipment within conditioned space Leakage to Outside specified as: Untested Forced Air Total Leakage specified as: 100 CFM @ 25Pa (Post-Construction) 6 Energy Code Inspection Checklist Property Organization Inspection Status 2095 Nassau Point Rd Energy Testing Services Results are projected Cutchogue, NY 11935 Michael Caruso Community: Single and Separate 631-244-2627 Paparella Residence 2095 Nassau Builder Point Road Cutchogue NY 11935 Broadway National Initial House Design Duct Leakage Code Requirements for IECC 2009 IECC: Postconstruction Leakage Test: Duct Leakage to Outdoors <=8 CFM25/ 100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage <=6 CFM25/ 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<=4 CFM25/ 100 sq ft CFA. 2012 IECC Mandatory, 2015, 2018, &2021 IECC Prescriptive Paths: Postconstruction Leakage Test: Total Duct Leakage <=4 CFM25/100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage <=4 CFM25/ 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<= 3 CFM25/ 100 sq ft CFA. * Note: IECC 2021 requires Total Duct Leakage <=8 CFM25/ 100 sq ft CFA when all ducts and air handlers are within the building thermal envelope. 2015 and 2018 IECC Performance Paths (Cost Compliance): Leakage testing is required UNLESS all ducts and air handlers are located entirely within the thermal envelope. There is no pass/fail threshold for duct leakage on the performance path. Project {dotes MC0174 7 ss�_= f. � C� CDW Lo OCT 1 0 Building Department Town of Southold i I� I 'r 10 ea ,. ;�CYOIG t •y�..,,at.^'A`l•` C. •a r�•,.. t .. :.�' -. rah pis P +�� / `t�'�,�� 1C 1� � y�'ll��sed2 '',.\�'�• 5%.:�a '«�*' c: �:-��i�f �.- . �� M, .� f •arid N• a '�� ^�`� � ?�•`ti ,�a . .,'' a; r 'fac' 1 ��'., I' i$' _ `. � Lr�,A:�1V ,,5^d��►�s�• w 4 _ �< z 00 '' ` •ems • r�_ G Ni Adftj - :C,vf. < -� � _- �._a'• a._,yam�, "Itc,: r��' FMB'• ��y: '�L �t�_� rya, `` � `►`' -" .��.t"�-Ta�S x �� r��'�ra r sir,=. +:' •. r w- , x•'�,`��" -.yid ' r ��'{� �`',� rr r e ,p. 1 yr.•• i/ 7 •. j r-. � r .� J J rl+,� I I 5t: (' 1L•- 'QSph / �<j «' r �'�' `�' j� �� '`;�� '�4 ` �' Syr�• u .,, .Ai `�' `,fit :F� . 7/ �!•� IrIY '�Yi' e.I� ^c r ( ( ^') � i ,nt.'. � ��`- � 'y'' f I \ 1 y,�wC, •� :� ` `f y / ,{ l I )�V� `Jr I ,�I •r4' � 9 X + {1 / •D F;` �(�•�I• ,. i w 1 I p r P t ECEOME . R OV311 : Home Energy Rating Certificate Rating Date: 2024-06S E P 2 3 2024 6-0 Final Report Registry ID: 480896863 Ekotrope ID: g2REbrnMv 13uilding 1)epar'trmnt s � • e - 1 � .Q � • ' • ' • ® •g " 5 Your Home's Estimated Energy Use: This home meets or exceeds the Use[MBtul Annual Cost criteria of the following: Heating 72.8 54,144 2020 New York ECCC Cooling 1.9 $106 2018 International Energy Conservation Code Hot Water 24.8 $626 Lights/Appliances 54.1 $2,859 Service Charges $120 Generation (e.g.Solar) 0.0 $0 Total: 153.5 $7,856 ' Home Feature Summary: Rating Completed by: Q w...E—w Home Type: Single family detached _ +so Model: N,,A Energy Rater: Michael Caruso Exi,,ing - Ico Community: Single and Separate RESNET ID: 7960376 Homes 136 Conditioned Floor Area: 8.876 ft' Rating Company: Energy Testing Services 120 Number of Bedrooms: 11 j.• 1648 Locust Avenue Unit E,Bohemia,NY 11716 Reference r Primary Heating System: Air Sour Heat Pump•Electric HSPF2 631 244 2627 Home Primary Cooling System: .4ir So ce at Pump•Electric•1 SEER2 90 r a ^ Rating Provider: Building Efficiency Resources � Primary •Resid nti 4JaterHeater•Propan •0.95EnergyFactor ,o House Tightness: 2835 F 50(1.47 ACH50) ' PO Box 1769 Brevard,NC 28712 bo Ventilation: 375 C •131.25 watts(Defa t)•Sup y Only 800-399 9620 ,w SO Duct Leakage to Outside: Unteste Forced.4ir n - ,. as This Home Above Gradel'dalls: R-18 `v 7O Ceiling: Vaulted Roof,R-37 Zero Irk 10 Window Type: U-Value:0.28,SHGC:03 nergy Foundation Walls: R-14 Home � r...e-+ar Framed Floor: R-30 Michael Caruso,Certified Energy Rater `r:1�r1^n Digitally signed:6/20!24 at 4:52 PM The Energy Rating Disclosure for this home is available from the Approved Rating Provider. Ener�-vi.*savhms calculated without modifications to the ener.7;,q-rnvdeHA�-s •• ..- 2005 Nassau Point Rd Cutcho ue NY 54 HERS Registry ID:HERS'Index Score: Rating Mile:Jun 20,2024 Annual Estimates: Rating Company: Electric(kWh): 35,713.4 Energy Testing Services Propane(Gallons): 347.9 'Rating Provider: CO2(Tons): 17 6 Building Efficiency Resources Ratingg Provider Address: Approx.Energy Cost: $7,856 PO Box 1769 Brevard,dVC 28712 Home Feature Summary: Na�hwrey Single family detached,11 bedrooms,,8,876 ft' i._„ rso EMsNng �� Heating:9.5 HSPF2 Homes SID Cooling:19 SEER2 w, Reference lr• Hot Water:0.95 Energy Factor H0 1Q 9U0 Air Leakage: 80 2835 CFM50(1.47 ACH50) '0^� Ventilation: 00 375 CFM•131.25 W(Default) SO ,° Thltllome SUPP y I Only w Duct LTO:Untested Forced Air To Above Grade Wails:R-18 Z.Energy 10 Nome o Ceiling:Vaulted Roof,R-37 21 1«•�nr Window:U:0.26•SHGC:0.3 Foundation Walls:R-14 ME 2095 Nassau Point Rd Cutchogue, NY 11935 Builder:Broadway National Community:Single and Separate THIS HOME IS CERTIFIED TO MEET THE NEWYORK2020 ENERGY • D Building Features Ceiling Vaulted Roof,R-37 Duct Supply R-8.0,Return R-8.0 Above Grade Walls R-18 Duct Leakage to Outside Untested Forced Air(Exempt) Foundation Walls R-14 Total Duct Leakage Untested(Exempt) Framed Floor R-30 Heating Air Source Heat Pump-Electric-9.5 HSPF2 Slab R-0.0 Perimeter,R-0.0 Under Cooling Air Source Heat Pump-Electric-19 SEER2 Infiltration 2835 CFM50(1.47 ACH50) Water Heating Residential Water Heater-Propane-0.95 Energy Window U-Value:0.28,SHGC:0.3 Factor As a 3rd parry extension Y the code jurisdiction utilizing these reports.I certify that this energy code compliance document has been createc in accordance pith the requinar^entE of Chapter 4 of the adopted International Energy ConEe,ration Code eased on SUFFOLK County.If rating is Projected.I certify that the buildino desicn described herein is consistent%-Ath the building plans.specifications. and other calculations submitted r:ith the prmit application.[,rating is con-irmed.I certify that the address ref=-rented above has been inspected;tes.ed and that the mandatory provisions of the IECC have been instaiied to meet or exceed the intent of the IECC or%rill be vet ined as such by another pa ty. Name: Michael Caruso Signature: i1Iieliad Ca wjy- Organization: Energy Testing Services Digitally signed: 6/20/24 at 4:52 PM Ekotrope RATER-Version 4.0.1.3422 1,12vi'iork ECCC 2020 Ce tifkate compliance results calculated using Ekotrope RATER's energy and code compliance algorithm.including appropriate amendments. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report. Energy Testing Services 2024 Combustion Safety Testing Form Certified Home Address: 2095 Nassau Point Road City: Cutchogue Builder Name: Broadway National Builder'I'mcking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water hearers) Date of Test: 06-21-2024 Outdoors Temp During Test: 76 OF ,CAZ Denressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPNI Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑.No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes ✓❑No❑ Tvpe: Furnace❑Boiler Q Heat PumpQ Other❑ t i I>entine"T.ypc f Drat S 1!/a e- Sin llaee CO CO E teiene Fuel Tvve (Circle T v e) Pascal) (Worst Case) (Natural) (Worst Case (Natural) Rating:9.5 N❑P❑0❑E❑✓ N❑\❑MU SD N/A Pa. Pass O_Fail❑ Passn✓Fail❑ NIA PPM NIA PPM Yes ✓❑ �: Standardl'ank❑-indirect "I'ankiess El Size: 0•0 Style Common Vent Water Heater Primary: No Instantaneous ✓ comnretcial SrreA'vre5helrnr (Gallons) ❑ ❑ .1--I t ) ' Stand Alone Q✓ E iciettc+s C+'tre!7 i+pe' Viintine Tme 3 Drat S!n lInca S illa ke(Naru-aq CO CO (Circle Ty e) (Pascal)- (Worse Case) (Worse Case) (Natural) EF: 0.95 N❑PZ✓ 0[jEE] N❑MQSR N/A Ila. Pass ✓❑Fail❑ 1 Pass✓oFail[] I N/A PPM NIA PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes Z No Oven CO t PPM Ambient CO(During Oven CO Testing) U PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 'Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PILLS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTF_:. Ifthe Venting Type selected is M,no Draft testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances-regardless of Venting Type,if the exhaust vent s accessible. Water Heater Slide: Commonly Vented with Heating System or Stand Alone.(Independeitly Vented or Orphaned), s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximurn-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 06-21-2024 Evan T.Steffens N ati o n a lgrid Senior Supervisor Gas Customer Connections,NY ® C September 1, 2022 1 SEP 0 9 2022 Christine Papparetla BUILDING DEP7: 100 Davids Drive TOWN OFSOUTHOLD Hauppauge, NY 11788 E-Mail: PAPARELLA7@VERIZON.NET ; JACERRA@BROADWAYNATIONAL.COM National Grid WO#: T 102497321 Service Address: 2095 Nassau Point Road Cutchogue, NY 11935 To Whom it may concern, This Letter is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service fine. By Law, excavators and contractors working in New York City and Nassau and Suffolk Counties must contact New York"811"at least 2 full business days, not including the day of contact, prior to digging by calling"811"or by using the website httas://newyork- 811.com/. This confirmation letter of no active gas service line to the subject property does not relieve the excavator of contacting NY"811". If you have any further questions, kindly contact me at 833-359-0645. Respectfully, 40 Evan T. Steffens Senior Supervisor Gas Customer Connections NY 1650 Islip Ave,Brentwood NY 11717 T: 833-359-0645 evan.steffens(ainationalarid.com n 'dlirud rocessinl,�tnational r�'d.com 1 6/23/2022 LITTLE DUCKS REALTY LLC Service To: 100 DAVIDS DR 2095 NASSAU PT RD HAUPPAUGE NY,NY 11788 CUTCH OGUE,NY 11935 Customer Project#::900000151351 Dear LITTLE DUCKS REALTY LLC: J This is to advise you that the PSEG LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries andthat NYS law(NYCRR Part 753)requires all contractors to call for a utility locate(NY 811)prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service,whether or not your home or business uses natural gas. If you have any questions regarding the above,please contact Building&Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, 1 Katherine Gianelli pp Building&Renovation Services PSEG LI / 1 • � • • 06TUMM _ - - - - 1 • 1 SRI - �. RIM IN AZU21 kv r e, o�SUFFott�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT f y� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 N1 x • ao�� Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PE MIT For Office Use Only ® E PERMIT NO. ✓ Building Inspector: AUG 0 3 2022 -: ": BUILDING DEPT. Applicatipn$and'formsimustibe'filled out in their;entirety.jncom,plete. TOWN OFSOUTHOL® appl'icafions:will}notlbe':accepted:',Whgre.tMe Applicaht.is;notthe owner,;.an: `.Owner' Au`hor"ization fo"rm:(Pag- : sl"alLbe.completed.. Date: ODUNER S1 OF.PROPERTY', Name: Little Ducks Realty, LLC, Christine Paparella SCTM#1000- 104-13-3 Project Address: 2095 Nassau Point Road, Cutchogue Phone#: 516-361-6100 Email:—jacerraC broadway_nation-al.com Mailing Address: 100 Davids Drive, Hauppauge', NY 11788 XONTACT PERSONr , . Name: Lisa Poyer, Twin Forks Permits Mailing Address: 288 E. Montauk Highway, Hampton Bays, NY 11946 Phone#: 631-644-5998 Email: lisa@twinforkspermits.com DESIGN:PROFESSIONAL" FORMATION.f Name: John C. Gramlich,Architect Mailing Address: PO Box 820, Yaphank, NY 11980 Phone#: 631-384-1752 Email: jcgramlich@gmail.com __ - ;CON 1 RACTOR INFORMiATIN: Name: Owner Mailing Address: Phone#: Email: bE C S R O O'IPTIy N;100 PR'OPOSEb:`CbNSTRUCTION, A`f, VNew Structure ❑Addition ❑Alteration ❑Repair 5dDemolition Estimated Cost of Project: ❑Other demo -I- 1J -hWC.11 $ Will the lot be re-graded? 5dYes ❑No Will excess fill be removed from premises? ❑Yes 5dNo 1 PROPERTY INFORMATION Existing use of property: Single Family Residence Intended use of property: Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 - this property? UlYes ❑No IF YES, PROVIDE A COPY. ® Check Box After Reading: The owner%contractor%design professional is responsible for all'dealnage 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 in building(s)-for necessary inspections.False statements made herein are' I -(punishable as,a Class A misdemeanor-pursuant"to Section 210.45 of,the Aew-York State.PenaPlaw:,,. Application Submitted By(print name):Little Ducks Realty, LLC, Christine Paparella❑Authorized Agent ®Owner Signature of Applicant: Date: 2y Z Z STATE OF NEW YORK) SS: COUNTY OF 30-M ) Little Ducks Realty, LLC, Christine Paparella being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Owner (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 TV"I ,20 ZZ JAMES R RILEY ary Public-State of New York • N0.01RI6409319 PROPERTY OWNER AUTHORIZATION d in Suffolk County My Commi se on Expires Sep 28,2024 (Where the applicant is not the owner) I� Little Ducks Realty, LLC, Christine Paparella residing at 100 Davids Drive, Hauppauge, NY 11788 do hereby authorize Lisa Poyer,Twin Forks Permits to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Little Ducks Realty, LLC, Christine Paparella Print Owner's Name 2 " .�`EL. Z, .'3 'C.' -4,.� � ,. a.7 '.�'=t WOs'v,..' . ✓ "Y"'''^+V4 AY*1!^ Rom. uy� A l �".; ,"'�^-"'�vr; �''�i `�,�+r,�id .--�,,,;::;,.�r.''.;r ,��• .' >r„u.%,'��»"' �y,G" cl,•.''t':., � ��w?""`�"_,;t`. ,.+i �:r3"'.�" r : '�, l , e... 4 �• J'^w'.csr*si,yorSiq:l4a r�`::9,�SV Rr!«":2s":^::hra.':Jf.":w'�:^.YF`.t;'ftt'1L3%�i? y �� , ,�^SPL`::v"�. .:�'��ga.5':94Cuv '+':L�:RPdL3CG:r%tr,aaet4'y,uiiSl�Y^,it2S•`'S1uM°11C'Ya•i�i.5"',%� '`d;�''1'N. ...'-h'w ' `t BOARD OF SOUTHOLD TOWN TRUSTEES q�. SOUTHOLD,NEW YORK ! s> r r ;dR PERMIT NO. 10146 DATE: MAY18:2022 ; F,'• , i a t `l ISSUED TO: LITTLE DUCKS REALTY,LLC 3. PROPERTY ADDRESS: 2A S NASSAU POINT ROAD,CUrCHOGUE w' i SCTM#: 1000-104-13-3 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in tL A -� •�,;, accordance with.the Resolution of the Board of Trustees adapted at the meeting Meld on l�fa,�2_8.2022,.and in . . , e consideration of application'fee in_the suin of$ SQ.00 paid by Lfttle:l7uck Reilty, LLC snd subject to.the t1� ! - _ . . r# Terms and Conditions as stated itr'tlie kmolution,the`Southold Town Board of Trustee's authorims'and permits t , K the following: i , Wetland Permit to demolish existing±2,100 sq.ft. dwelling with 366 sq. ft. enclosed porch with i a wetland setback at 75.5' from the bulkhead; construct a proposed two-story dwelling with a �.;x:' F :• ., 3,379 sq.ft.first floor area,a 2,341 sq.ft.second floor area,and a 1,002 sq.ft.area over ,. t` rr attached 953 sq.ft. garage for a total GF'A at 6,722 sq.ft. located 75<5' from the bulkhead; a 1i t proposed 384 sq. ft. front covered porch; a proposed 514 rear covered patio; a proposed 834 sq. ,i ' '..� ft.second floor deck; a proposed 52 sq.ft.covered side porch;construct a proposed 308 sq. fit. ' swimming pool located 50 from the bulkhead; construct a swimming pool code compliant ,t... L ,F , fence;install swimming pool equipment;install a dedicated swimming pool dry well;construct a proposed 964,sq. ft.pool patio located 50'from the bulkhead; remove existing septic system ' on seaward side of the dwelling and install a new I/A septic system landward of the proposed - R1'� dwelling;and install,and perpetually maintain a 10 foot wide non-turf buffer along the ~' plan re pared b John Gramlich landward edge of,t!ie'bulkhead; and as depicted on site p p p y Architect,plan dated April 23,2022,and stamped approved on May 18,2022' IN WITNESS WHEREOF,the said Board of Trustees herebycauses its Co orate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the 18th day of May,2022. 7, .,2� , �� v,;^t r r,;•^.'+../J1QYr:,:Je..iSrt:.,;'Yak�i,+'y�+... ,.us+,ts•,,`i R.I�,C at:T:w^-W`^ ,�.r^"-::an.,.. :�.,as:RrV:.puK,y9. C'S?vc:� .. ,::4 «yam r �- *''cr,:�i:i;"�. .rl•7G: t;.Rer�%fi 'fir" ..:�" _''"s'r�:•� .*�''t.,+,s d, - r.' �• t, " '..7' ��' �!°K yP'' � '" ay ��' r'•Y�� }� � •• .� �i✓y'' i'�w-C,,. J3.f .\�"pyr. v - ; i Y' `? ` ^�, q•n, it . •+w'• 1 Y �C_ LE—r�,{iy�j y<��wl�• 't.."' � it•.s!}.it" ��.""��'�ti^^d, ,w4 j} '�K:.L ..C�� 'i .Y:..'',.w'^..��i... j{ S. :�-� rJ .�.{t�t� � �:+�'. 'y., t ti � 'ltlp ,)y,•r * i.,�'y ;4 �.., 1t'M `> v, alt.r,'` ,� a 1 •?•;�+��/ `�^5��:'!} ,t� PAPARELLARESDENCE 2095 CUTCHOGUE RD CUTCHOGUE, NY 11935 �-I-_��I-L_ - �"�•``Jw . . �.. . ..'�.._�F p � "'a� i i �'{•�.1U�' t� 1C S.N:IANY SYE}LM � ( iV,YRA$YL+ETEf] a •i ! 1 .F .. Fri � Il L. AO L OO �}Fa,nor.R �rrounr°iions�t SD.O•PQQt'�.p� �i vi �LKi+ia+.Wrts]s -(- I ;• ) 1 1_ tarzz• —_"t_""•�D--�O4UW �•-j•�•. POOL j _�� us>annnrs.+4 I !' - ��♦ {t�•. �• rr r s�.aw.ceer+++sacxav 1) b.e R+R LLr�rri[ i ------- _• '- -_-i-i-_--- .� t .�.L -:.E13i10S19E'1'Q. NEAti 11[ f L +•*m-�cn .tl�a '• rt �,, I ._^�P� I. . �-I y3< ..•15� .r+wr+...a !t.:.i.--ylf;. .;�{ '�`" Y �� Edt5"C IkSF ' `.!_I PaGq: t � Z I �w.n �' i�% ': ."�_ ,_,_ ((' -1•-•.`"',,..,'lam`=��--`"ElifS�T'CiTt'sbUeK'13U1.fCHE�t1 ;r ; &CG �?- `" _ 4. .. � � � r� •=`,"y�"`- '�• ,.,_-�.Etn 82$��A'Df1H5-115StttCtl- �-��("�---•t ��V��tl�ELr� z MT .•� $r w, � a EklSTG ..----• 1 nratq�.+ra -.e.- ._�--��<�.--_ -�t'�.. ��--�..-��_,�._-��-r..•�..�a"�•o ta44wwac.Yrrxs . - -- 6na My 1 CNRISTWE P.WILLIA}S PARTIAL SITE PLAN YAPARELIA 2 CALF ... is';urc»p:Un AO c»N.'JF»v trrU IC ,ttitSiCfwrO r._.._...• .._«_.._.._.._.. .�y,..._.._.w�;:3�N3 Mop APPROVEDJ81 C LAC POARDOF:itu M urcHee Town)oT samA1E W PAPARELIA RESIDENCE �y NEW RF_51„E(JGE ' r i •.I 3 r CONSTRUCTION(CD) �a 1. irT 1 »�49�s�: !"y 111 vaC.- 9T 1nfn 6+M LOT AREA CALCULATIONS ��c;, 'to 07.zazt urc.: '42 2r.n. r t. '.}�'i rT• �"t .(p ,r '�'� �y-._. �JCG W 23 i@] �j�j,, \\; 4 e t� W.etiv..h CAe'A'hGmiF. NL... ._�.. ---._..—... _......b: ._:.�... „My Yw :7;r !a'mlaen.s>rs SITE PLAN �"`-•� �..T..�.-.-. i...-...�...�.. ...�`L._�'''. � ti�'r.9 �_e.••�.\t1i�! w -•-.._.��....,.�• _n:w �,,,,,_-_...__. - .i'rwu rt`'i x"°_"•w1" _ -' WAN �� ■ (D- 01�-- _ L. Glenn Goldsmith,President ```` S® �O (/r� Town Hall Annex V� ® 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 Eric Sepenoski l Southold,New York 11971 Liz Gillooly W Telephone(6k)'765-1892 Elizabeth Peeples i �® Fax(631).765-6641 ' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2187 C Date: October 22,2024 THIS CERTIFIES that the demolition of existing f2 100 sg ft dwelling with 366 sq. ft. enclosed porch with a wetland setback at 75 5'from the bulkhead-, construction of a proposed two-story dwelling with a 3 379 sq ft first floor area,a Z 341 sq.ft.second floor area and a 1,002 sq.ft.area over attached 953 sq ft garage for a total GFA at 6,722 sg ft located 753 from the bulkhead;a 384 sg._ft. front covered porch,• a 514 rear covered patio: a 834 sg ft second floor.deck,a 52 sq.ft.covered side porch,• construction of a 308 sq ft swimming pool located 50'from the bulkhead-,construction_of a swimming pool code compliant fence,• installation of swimming pool equipment-, installation of a dedicated swimming pool dry well,•construction of a proposed 964 sq ft pool patio located 50'from the bulkhead- removal of existing septic system on seaward side of the dwelling and installation of a new I/A septic system landward of the proposed dwelling,• and installation and perpetual maintenance of a 10 foot wide non turf buffer along the landward edge of the bulkhead;as-built rear steps and terrace near patio: outdoor kitchen,• retaining wall east of ool• basement steps and bluestone pathway on south side of dwelling; concrete equipment pads, At 2095 Nassau Point Road,Cutchogue Suffolk County Tax Map#1000-104-13-3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 8,2022 pursuant to which Trustees Wetland Permit#10146 Dated May 18,2022,was issued and Amended October 16,2024 and conforms to all of the requirements and conditions of the applicable provisions of law. The,project WL `�� 0 CT 2 5 2024 Sulld'ing 6jtt r7ns2n$ ToWn Os:ti-Ufh0;CJ for which this certificate is being issued is for the demolition of existing f2 100 sq.ft.dwelling with 366 sq ft enclosed porch with a wetland setback at 75 5'from the bulkhead;construction of a proposed two storv,dwelling�with a 3,379 sq ft first floor area a 2,341 sq ft.second floor area,and a 1,002 sq ft area over attached 953 sq ft g`ge for a total GFA at 6,722 sq ft located 75.5'from the bulkhead,• a 384 sq ft front coveredporch• a 514 rear covered patio,• a 834 sq ft second floor deck;a 52 sn ft covered side porch,• construction of a 308 sg ft swimming pool located 50'from the bulkhead-, construction of a swimming 600l code compliant fence,• installation of swimming pool equipment; installation of a dedicated swimming pool dry well,•construction of a proposed 964 sq. ft.pool patio located 50'from the bulkhead,•removal of existing septic system on seaward side of the dwelling and installation of a new I/A septic system landward of the proposed dwelling-, and installation and perpetual maintenance of a 10 foot wide non-turf buffer along the landward edge of the bulkhead,• as-built rear steps and terrace near patio,• outdoor kitchen,• retaining wall east of pool,• basement steps and bluestone pathway on south side of dwelling-, concrete equipment pads. The certificate is issued to LITTLE DUCKS REALTY.LLC owners of the aforesaid property. 411- 4" Authorized Signature ,NEW YORK STATE.-DO,PARTI ENT OP'ENVIRONMENTAL t N ERVATION DIVIVilo"fit y vkakli oiitml NMI,*oaulani SlJW r~ Stdi 8roak.50 0'cIR RQid Shiny QrQ6k,toy 1060 R(Cjl)444*3651 F;(691)444,0360 wivrwr,t�s�c,nyg�v LITTER OF NO JURISDICTION TIDAL WETLANDS ACT ,Little Ducks Realty LLC 100 Dav ds'Dr Hauppauge.NY,I,788 Re,:', Application 91-4738=04873/00001 .2095.Nassau,`Point Rd Cutchogue;'NY 119.35 Dear Little Ducks,Realty.LLC: Based'onthe`information.you.sub''itted the Department.of'Ehiironmental:Cons ervation has deterrhined'that,the,portion;ofthe,,above.property'landward ofthe'functional bulkhead greater than 1ii0'feet in length,•as;:shown'on the.survey prepared by,Johh'IC Gramlicti.;`Registered Architect,:on 1/15/2022 which was constructed;prior to,August 20,,19777 as,edidenced in..aerial ;photography, is beyond,the jurisdiction of-the..Articte 25'Tidal 1Netlarlds5Act.. Therefore, in accordancevith the current Tidal WWands!Land,llse,Reguiatioris,(6NYCRR 1?art:S61), no permifls required to ponduct regulated.activities landward:of that bulkhead. Be advised,.no;.construction; sedimentation,:or disturbance of,anykind may take place.seaward of'the;tidai vicetlantls'jurisdctio.nal boundary,;as indicated above,without a permit. ft;is,your responsibility to ensure that all precautions are'taken to,prevent any sedimentation.or 'disturbance'withinArticle:2,5 juNs.dictionwhich'may resultfrom;yourproject., Such'precautians may include maintaining adequate work:area between.tf a turi dictionaI boundary.and your project(i.e: a'1.5'wide construction area).or erecting a temporary fence, barrier, or hay bale This.letter.shali remain valid:unless slte co;ndifions'oharige. Please note that''this.letter does not�relieve,you bf,the-responsibility of obtaining any necessary; per. ks.or approval's from'biher;agencle's or local municipalities. er , s' n . .kerman, Regional Permit Administrator gMHP- Twi'n*orks'Permits File W�lV.t�1�1i �2f��lF�itl�3fE�t1i` BUIL D11NIG DEPAR IMENT- Electrical Inspector ��k•:(fH ry•T./:a�1lF,,4'n TOWN OF Y 1.1®I_® ToU✓n Hall Annex 54375 Main Road - PO Box 1179 t:-r`• :F'fk;;: ;r�'thOid; New York 1 1 971-0959 T eiepi ioi ie (6311 7 65-1802 FAX (631) 765-9502 APP L IC,A E ION 'FOR ELECTRICAL INSPECTION ELECT MAN NFOR��IA ION (.All Information TRec,uired) Date: 1/20/2023 Company Name. LC Electrical Contracting Inc Electrician's Name: Leonard Canceliire ai qE_ 8 43 E . l-.OffiCo@l-eleciri--aiconiractin'g'.com L;cer�se ��o.: �Y._ 3vJ-FJ LIeC. C-1'�iufi.',, ' :, Elec. Phone No: 631-874-0485 EE I request an email copy of Certificate of Compliance Elec. Address.: 22 WoodbineLane, East Moriches, NY 11940 JOB VTE INFORMATION (All Information Required) Name: John Acerra Address. 2095 Nassau Point Rd., Cutchogue NY 11935 Cross Street: Phone No.. 516-361-6100 Bldg.Perinit#: 48311 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New construction of 6722 Sq/ft Residential house Square Footage: 6722 Circle All That Apply: Is job ready for inspection?: F] YES 7 NO Q Rough In ❑ Final Do you need a Temp Certificate?: YES 0 NO Issued On i 1 -2--,� 23 hemp Information: (Ali information required) Service SizeFe/�1 Ph 03 Ph Size. 400 A # Meters 1 Old Meter# New Service®Fire ReconnectoFlood ReconnectF]Service Reconnect�Underground Overhead # Underground Laterals 1 e� 2 V .H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ��uot 4]o_q4 1\ e G�1 �� i I I i I I PERMIT# Address: I Switches Outlets I G F I's Surface Sconces �I H H's UC Lts P e HW Fridge g Exhaust Oven Dryer Smokes DW Service i i Carbon Micro Generator Combo Cooktop Transfer i AC AH Mini i Special: (0� . Comments Ukl�/`�1,h,P . �I V i I v ,II II , , PERMITN 4831 I- Address: U' jJ4,9WdPi,Pz1,C0khOSUe. Ny Switches OUtiets I3A GF9's 4-9 Surface Sconces 34 HHrs Uc Lts -7 Fridge HW SYs 7 _ Fars J Mini Fr. /D 3/3 Pang Pump Exhaust Ewen Sump Heater Smokes 14 D Trnsfrnr Generator 1 Salt fen, Carbon 0 Micro i GrbDis : Water Band Lights Heat packs ERV HOT TU Inst Hot DeHu Transfer � Disc Coo' bo cootop 101hisplit Ter AC. 4 AH Hood Slower Service Amps 4-00 Have Used Sub . Amps too Have Used Comments -.5 0jte-5 a(e, IOw V014 O -cr . - 3 r—uoc--t�vs Steatty ) h - SURVEY OF LOT 3 AMENDED MAP A OF NAS SAU POINT OWNED BY NASSA U POINT CLUB PROPERTIES, INC. FILE No. 156 FILED AUGUST 16, 1922 SITUATE CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-104-13-03 SCALE 1 "=20' AUGUST 17, 2021 36a•55 AREA = 36,604 sq. ft. � (TO TIE LINES) 0.840 C1C. NCO 4d •. A ° q ° ° * a �m hors CERTIFIED T0: &RL�SLLE� • V x. . •• • . . . . n;rs y� w LITTLE DUCKS LLC. LOT = og �o FIRST AMERICAN TITLE INSURANCE COMPANY Zm o x HOVSE m e . : d CE ° `° N m 01 CPO GRAB OR AY .q z; zm CONC•WAIF SP m Z� ° SOCK CURB AE it CONC. cZi ° B�GIAN ARBOR Ln ��G 1 �CAR �Do 0.4 N• S1 g HAD WIRES c OVER 01 7 8"36,5p E RES R1iEND W ARgp�1(TAE 1 z :dam d 6.7 Y F p p p • q a G ` 66.0' D .a •. A e w t/1 1 85.5' 7070 TIE LINE �I d a 229.5� i� (� a dam,aA e d °• GRAVEL DRIVEWAY q 1' y W5 T n d a.a yam. -�a�_ ° °' •a ROO Un q OVERHANG o ° d .a '� d a °. e. q an ':: N 76.2' BI}ID� ��LHD. q' LOT O .a q, a. AZ • oo. —_ -� '�. 95.1' 70 TIE UE 0.7'N cn 0 ° 26. O a •q ° ?q. a b. Z 2 0 o METPJ r� d:•q .° I m a ..d ° ONC WA.K 1�0 �' GAS FENCE Nm 366.9 e A 13 ❑❑ It '� � WOOD ONCE mm 0 LJN POLE OLE C �` RGREENS o I �JTI a I � 0 14. 1 �1 o m OVERHEAD WIRES � �GREEI'LS �' I L� q 8 0 ANS EFGIESE (D u ® (fl THOM c0 °. O cc) r 4 S RGR 2--OS SRI O,LN/S. » w PREPARED IN ACCORDANCE WITH THE MINIMUM / W�R�S 0 STANDARDS FOR TITLE SURVEYS AS ESTABLISHED �, Sq, •, A�36 5 BY THE LLA.L.S. AND APPROVED AND ADOPTED V FOR SUCH USE BY THE NEW YORK STATE LAND r. . TITLE ASSOCIATION. A. � ° �t�„(• (t��,.,~ � •.:It 1 ? c• o � r �. Y.S. Uc. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin III TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED Successor To: StanleyJ. ISaksen, Jr. L.S. TO BE A VALID TRUE COPY. Joseph A. Ingegno L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys — Subdivisions — Site Plans — Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND PHONE (631)727-2090 Fax (631)727-1727 LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— OFFlCES LOCATED AT MAILING ADDRESS TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE 1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHT of WAYS Jamesport, New York 11947 Jamesport, New York 11947 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. E—Mail: NCorwin3®aol.com 41-214 LOT 3 SEPTITECH I/A OWTS AMENDED MAP A OF O NASSAU POINT OWNED BY NASSAU POINT CLUB PROPERTIES, INC. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FILE No. 156 FILED AUGUST 16, 1922 SITUATE PERMIT FOR APPROVAL OF CONSTRUCTION FOR CUTCHOGUE TOWN OF SOUTHOLD PROPOSED 2-PvcvENr HING) SINOLE FAMILY RESIDENCE ONLY SUFFOLK COUNTY, NEW YORK W1 CHARCOAL FILTER,MIN. MANHOLE �B.TOMHWIL�C 368'S5'2.57 S.C. TAX'.No. 1000-104-13-03 3'FROM DOORNVINDOW SEE DETAIL N�O�F 1500 GAL. DRE}y LEA SEPTIC TANK' SEPTIC) - 1}"PVC 18S TO MHW &LOIS LEN' RETURN LINE -!' �°� .LOT (P Ita 0 7.,0 710 % P� .,9 A DATE 8/2/2o22 H.S EF. NO. R-22-0771 CEIPUBLI n eo - ys. 6.13 m O APPROVED . SIDEN o PROPOSED POOL 14'x22' - •SEPTITECH ow• " l co*' san 5 �� EX.SANITARY � STAAR 1.5 a� g.0y / �d SYSTEM TO BE FOR MAXIMUM OF 11 BEDROOMS DISTRIBUTION ,-:a�,y, ax - y� ,a,c .,"N �' vw• ABANDONED '$ BOX 5'MIN 0.N / EXPIRES THREE YEA S FROM DATE OF APPROVAL DISTURBANCE. 10.17 vrxEs 5'MIN r r 9.24 LIMIT 10.17s r r ' 0 EX.HOUSE& =O O I 9.28 GARAGE TO BE tn __ r SLAB(NO BASEMENT) DEMOLISHED ^ pt was p0° __-- r•' rr PROPOSED VA PANEL 9 / - \ 1 5-MAN , Design Professionals Certification Required. • ,i r SOIL BORING t0 \ 4 10.02 ELEV.9.75' 9:62- 7.18 a.00 ` (ON SLAB) rrrrr STAIRS j �_. $ 2.57 Submit P.E.or R.A. Certification For ° -12.57 5'MIN TO PL. 5500/ 10'MIN\J 11�.0/ I The Installation and Construction ofthe,Sewa a Disposal System 2.59 _ Z EXPANSION BASEMENT.\ 9.63 r m Pano g p y ROW °• 60i `/ a'" zrn `"" COVEREDPATIO ess m - O Use Form WWM-073 w ,9.10 0 • O _ 9 sic DISTURBANCE (T 'n :,♦ .. ,a ~ a LIMIT 7.04 10'MIN TO ROOF 2.74 Abandonment of the existing sanitary s stem must be�in V 1 30 DRAIN .Oz �e.x• _-• .�7 '7 .Y 1� L �- es.i ro.rcus arri I+' 92 FROPOSA �P K conformance with the Department's requirements. �+ r 1 .5 l' 0 w"IVE 8.9 7.62 "� gg6.92' MCDONALD GEO SERVICES 15.27°t G 10'MIN,TO 11.5 CO" °° ( Submit completed form WWM-080 as proof ° l 1000-104A 3-3 ' WATER - �wwo1 1/13/22 - 1-0 m� w gs ?O 10.70 „aw 8. 4 I-15.28 - /£ DISTURBANCE wui< sss s"aa ELEV. 9;75' a nS� LIMIT �sN 10.6 DARK BROWN SANDY LOAM OL 7{ AREA = 36,604 sq. ff. 12.53.. DISTURBANCE O CJ (TO TIE LINES) 0.840 ac. W LIMIT \) PROPOSED 16.91 ma s W °ems WATER SERVICE 4 BROWN SILTY SAND SM ----W LOT O PROPOSED2STORY 2 CJ� NOTES:. 1;016;OJ� �16.69 1N�W THO'�ASO, Lie IyATEg SINGLE FAMILY DWELLING(10BED) E' BASEMENT,1,729 o �w W gEs"'NCE/PUH 1ST FL.2,341 SF 1. ELEVATION DATA BASED ON NAVD 1988 EX.OVERHEAD ELECTRIC GARAcessssF BROWNTO PALE BROWN z d SERVICE FFE�iaoozsF FINE SAND SP 2 PROPOSED SANITARY SYSTEM. IN 150'OF 16.57'$.3y'50 W HIGHEST EXPECTED GROUND m 17.38 . SYSTEM DESIGN CALCULATIONS 17' WATER ELEV.1.75' 9.0'- ELEV. 0.75' V- 110 GAL/DAY X 10 BEDROOMS=1100 GAUDAY a 1100 GAUDAY/1.5(GAUDAY/SF)=733 SF J SEE ATTACHMENT S 733 NIT 106 SF/UNIT=6.91 UNITS EXCAVATION INSPECTION REQUIRED C 7 UNITS REQUIRED=742 GALS WATER IN PALE BROWN 8 UNITS PROVIDED=848 GALS FINE SAND SP } FOR SANITARY SYSTEM. 17.0' BY HEALTH .DEPARTMENT GROUND ELEVATION 9.1 WATER FOUND 9.0'BELOW SURFACE PROP. RES. C/0 GROUND EL. '10.0. INV.. 'EL. 8.8 PROVIDE INLET 'T' TEST HOLE DATA F.F. EL. 13.0 GROUND ELEVATION 9.0' GROUND ELEVATION 10.5 INV. E.L. 6.9' -INV. EL. 6.75' N.T.S. INV. EL. 8.57 12" MIN. TOP SLAB EL. 9.5 ELEV. 9.0 INV. EL. 8.1 5 37' SEPTIC TANK STAAR 1.5 5' D-BOX 5' 4' LEACHING GALLEY OF NE(ry PROJECT ADDRESS -2095 NASSAU POINT ROAD 9' TREATMENT TANK �� y CUTCHOGUE, NY 11935 INV. EL. 8.0 PRESSURIZED 2 ROWS = 4 EACH_ ELEV. 5.0 ��P �G M' RA I,P INV. EL. 7.9 INV. EL. 8.5 j �� 2 SITE PLAN INV. EL. 7.15 INV. EL. 6.5' z Sheet: 1 of 2 L HIGHEST EXPECTED GROUNDWATER EL. 1.75 M _ , ISL,. rD'i'IlDE ENGINEERING & LAND SURVEYING, D.P.C. Scale: V =40' SANITARY SYSTEM PROFILE F ° 09869� �� CIVIL ENGINEERING--SITE PLANNING -SURVEYING Project No. 22003 p ` Date- 04/1212022 N.T.S. S s�` \� Drawn By EMH 751 COATES AVE, SUITE 22 Cl: (631) 487-5290 Ck•BY EMH SIGNATURE-ERIC HANNINEN Revisions 07/06/2022 HOLBROOK, NY 11741 C2: (612) 245-4064 NYS LIC.#098693 PROVIDE SECONDARY SAFETY COVERS (TYP.) POLYLOK 20° HD COVER POLYLOK RISER AS REQUIRED LIFTING LUG(TYP.) RISER CONNECTION(TYP.) LIFTING STRAP (TYP.) B 3'-4• I t I I I i t I I I A A. I I F'rrm I I I II I 7 a. 1. 6' 4'-1" 4'=9" Q o 0 I1.23'- a s c o b P a L567 E ITER6 WIDTH I I I II I 2'-t' FRONTBIDEVIEW TOP VIEW CUrAWAYVIEW o o o ' L________ ------------------J-I._____ __J y- POLYLOK 20" D-BOX PART NO. 3017-20 PROVIDE ENDCAP PROVIDE INLET 7 4"TYP T-10" B' 1 MATERIAL - HDPE LEVELING DEVICES ON PRESSURIZED s�fi DATE: 8/12/04 ON ALL OUTLETS SYSTEMS ,-6" 175.6(4,4601 EXTERIOR LENGTH TOP VIEW Q POLYLOK D-BOX DETAIL0 24.D[610]ACCESS PORT KNOCKOUT 0 4[1021 WITH LOCKING LID(3) 6 7 N.T.S. 18"DIA. PIPEEACH SIDE) TOI' VIEW 1" PVC OR ABS - 9 - 2 INLET TEE 10.1[2571 FREEBOARD 0 4[102] LOW LEVEL PVC OR ABS FLOAT SWITCH ounEr TEE INLET 16,9%AIR SPACE (WHITE) NLE a 4„ ®® ®® = ouTLEr- CONTROL HIGH LEVEL TYp ® 3'0 BAFFLE WALL �6I POWER FLOAT SWITCH ® ® ® ® [7613.0 THICKNWESS 5 �3� Z YELLOW ® ® ® ® ® 1 PER CODE 44.0 COMPARTMENT 115 VAC ( ) 4'6 [1,1181 A PER CODE 5 E3 ® E3 I� ® ® E3 D 4 15 AMP STAAR DISCHARGE PUMP 2 [5F18ERGLASS °E�" :Flt:LOTS 115'VAC CONTROL PANEL 3" 6",TY SUPPORT TIE WRAP PARTMENT (CLEAR) 4 ® ® ® (Trn.) (T�'P•) e 4 PUMP RETURN PUMP TYP POWER 115 VAC 2/3 TOTAL VOL = 1/3 TOTAL VOL 115 VAC (BLACK) 1' 10" 6" DUMMY CUP, TYP. SECTIONA-A' 20 AMP TYP TYP TYP EACHING HOLE, TYP. 9 15 Media Bags(Large) 40 CUFT, RECIRCULATE PUMP SIDE VIEW 8 1 Air Header Assembly 1'15 VAC 7 1 Spray Header Assembly .(RED). 6 1 Spray Header Support Structure _ NOTES: 5 1 Recirculation Pump. Tsurumi 50PN2.75S SINGLE LINE WIRING DIAGRAM LEACHING GALLEY DETAIL a 2 Pump Back Assem, Tsurumi 50PU2.15S 1. ALL DRAWING DIMENSIONS IN INCHES[MILLIMETERS]OR AS NOTED. N.T.S. N.T.S. 2. EXTERIOR OF ACCESS OPENING LID INCLUDES THE FOLLOWING WARNING IN ENGLISH, 3 1 Support Structure 2 , Discharge Pump Assem, Tsurumi 50PU2.15S _ FRENCH&SPANISH:"DANGER DO NOT ENTER:POISON GASES." 1 4000 Gal. Tank NOTES 3. TANK MARKINGS WILL INCLUDE:MANUFACTURER NAME,MODEL NUMBER,LIQUID 1 ITEM O DESCRIPTION CAPACITY,DATE OF MANUFACTURE,MAXIMUM BURIAL DEPTH,INLET,AND OUTLET. 1. CONCRETE 4,000 PSI @ 28 DAYS 4. THE TANK MAY BE BACKFILLED WITH SUITABLE NATIVE SOIL.SEE INSTALLATION PRESSURIZED DISCHARGE SYSTEM SEE ATTACHMENT (S) INSTRUCTIONS FOR GUIDANCE.UI THE NATIVE SOIL DOES NOT MEET THE 2. REBAR TO BE ASTM A-615 GRADE 60 INSTALLATION INSTRUCTIONS GUIDANCE THEN BACKFILLING WITH SELECT MATERIAL 3. WELDED WIRE FABRIC ASTM A-185 WILL BE REQUIRED. TYPICAL STAAR 1 .5 DETAI L 4. DESIGNED FOR AASHTO HS-20 LOADING 5. MAXIMUM BURIAL DEPTH-IS 48 in[1,219 mm]. N.T.S. 5. TOP SLAB AND WALL ARE MONOLITHIC 6. MINIMUM BURIAL DEPTH IS 6 in 1152 mm]. 7. TANK IS FOR NON-TRAFFIC APPLICATIONS. STANDARD M.H.FRAME B COVER, INTERNAL DRAIN WALL INTERNAL VOLUME DRAIN OPENINGS WEIGHT 8, AIRSPACE IS 16.9%. FINISH GRADE TYPE•F•ADJUSTABLE CASTING .WALL HGT. AREA(SF) CF GAL. TOTAL I SIZE I ANGLE (Lb.) #4 BARS @8' 4'-0" 68.0 128 957 46 3 4" X 6" 14 DEG. 7,675 9• OUTLET TEE IS COMPATIBLE WITH AN EFFLUENT FILTER. O.C.E.W.BOTTOM S-6" 59.5 112 838 40 3 4" X 6" 14 DEG. 6,500 10. LENGTH TO WIDTH RATIO IS 2.8:1(175.6-INCH LENGTH/61.7-INCH WIDTH=2.8). 7-O" 34.0 64 479 20 3 4" X 6" 14 DEG. 5,325 11. FREE VENT AREA BETWEEN TOP OF BAFFLE WALL AND BOTTOM OF TOP BAFFLE SLOT ADJUST TO GRADE WITH ALL WEATHER RED 1'-6" 25.5 48 359 16 3 4" X 6" 14 DEG. 4,730 IS 136.5 in'. 12" CLAY BRICK W/TYPE 2 MORTAR 6' 1y• �2. (MIN.OF2 COURSES B MAX.OFI2') 1'-0" 17.0 32 239 12 3 4" X s" 14 DEG. 4,150 12. BAFFLE WALL THICKNESS IS 0.31 in[8 Trim]. MANUF.IDENTIFCATION S.C.D.P.W.STD.M.H.STEPS - - CAST IN WALL (S.S.OR STEEL REINFORCED L COPOLYMER CIRCUMFERENTIAL REIN ORCE)MENT LEACHING GALLEY DATA 2-COMPARTMENT SEPTIC TANK DETAIL (IM-1530) 12'O.C: 0.12 SQ.IN./FT.OF HEIGHT N.T.S. (TYP.) %'SQ.OR Y4'0 SELF , SEALING BUTYL RUBBER NOTES: 1.ALL MANHOLES SECTIONS SHALL CONFORM - " 1 H� TOA.S.T.M.CA78,LATEST REVISION STANDARD SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE M.H.SECTIONS: 2 MANHOLE RISER SECTION TO BE FURNISHED - IN 1,2A OR 4'HEIGHTS AS REQUIRED. - 3'-3'MAX 3.MANUR TO CERTIFY THAT MANHOLES DELIVERED (TYP.) °' MEET ALL REQUIREMENTS OF3.D.D.P.W.SPECS. PROJECT ADDRESS -2095 NASSAU POINT ROAD 4.REBARLOADINGTOCONF CONFORM AASHTOH-20 LOADING QF NEW)-O CUTCHOGUE NY 11935. 5• S.REBAR TO CONFORM TO ASTM A•615-60 Fs=60,000PSI •a ,e P M• '"'�/v/ /� 6.WELDED WIRE II E MESH TO CONFORM TO AS.T.M.SI A - j CLASS'A' ACON R 7.CONCRETE TO BE 4000PSI @ 28 DAYS \ �OQ� 40 PSETE FILL (v� `� SITE DETAILS ' 8.FLAT SLAB TOPS(NO JOINT)MUST HAVE TOP 8 �' TYPE II CEMENT T-0'BASE BOTTOM STEEL Y SECTION PVC JOINTS PIPE 2'PAST A#2 STEEL HOOP AROUND OPENING(TYP.) T I C INSIDE WALL 314 0 FFF FLIX_ IBLE JOINT(TYP.) _ ISLAND WIDE ENGINEERING & Sheet: L Of -2 `F� z� , D.P.C. 'KOR-N-SEAL'FLEXIBLE SLEEVE OR APPROVED EQUAL(TYP.) LAND SURVEYING Scale: N.T.S. 8- L 2'(TYP.) 1}" (SEE DETAIL) OVER MONOLITHIC BASE SLAB 0• 0981 .CIVIL ENGINEERING --SITE PLANNING -SURVEYING Project No. _ 22003 REINFORCEMENT#4 BARS 8'O.C.E.W.TOP Date, 04/12/2022 EMH SI Drawn By EMH SEE SCORING DETAIL SECTION A-A PLAN 751 COATES AVE, SUITE 22 C1: (631) 487-5290 Re By Revisions 06/06/2022 SIGNATURE-ERIC HANNINEN HOLBROOK, NY 11741 C2: (612) 245-4064 67/06/2022 4' DIAMETER SANITARY SEWER MANHOLE NYS LIC.#o9s693 f I 3 I S � MAP 156 I LOT 2 ' NIF 368.5L.L ,50 DREW 8c LOIS LEVY \ I � .MAC La 4.6' 1. ,S.D' <44 \ I pU1IMEAD n.l' 3.0' ,� p5' 6• 98.5'1'0 DEED UNE 23. 12 ,19d0AO F E1.11i1 7.67' 1236' I 15.0' 12.0, I 6+5 p++ E �t1ERAu-Y�UNEt ��F�p�71pN�� 50•34• �� u o p as m�� 6.0' If b 76.1' l ^i 'AEDGE GO car- COA P.O.B. 151.6 u OONO.val"10:1-ION FFNNDI w• 149.9' rS 225' N 6.0' I I 2.0. 3y.33' 30 'o. COR° NOA/B1100 UNOFR O I oc11a+ 2 I �i I I j 06 I I I FOUNOA{1ON� 6.0' ?� CA FAD I I W Cw 6.v Ali -MAP 156 16.3' NUAroN °o I O cry LOT 3 �� FOU 7oP 0 - PAL I iV PROPSIpA1105? 0 t6 —f' COLA EL 14., MAIO SET 20 OF co 1 I O NO pR1vEw Wi Ai 2g so, 19 35' 0.IRONFE. I 0 1 92 Q Optic.F X OPPo- &P DW,DF o sus FE. \ 3 6 6. I n I ca+sl�a 2.7 �I 1 I—� I 1 � 1 I _ ' WIRE FE 0*2N zos 1 I MAP 46 30' SCALE N/F 30 0 15 30 PARE FE y w THOMAS E. GIESE I 1 FND S 8 036 � 1 inch = 30 ft.. `15' I ( IN FEET ) , I I i UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF PROPERTY AREA SECTION 7209. SUB—DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH A ORIGINAL OF THE LAND SURVEYOR'S INKED SEAL OR HIS EMBOSSED SEAL SHALL BE CONSIDERED TO BE VALID 36,603 S.F. _ ! TRUE COPIES. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING 0.84 ACRES P��O NE►gr rO CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, SAID n yT 11 CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE NOTE; _ Ilv" II 1U' �j� N' ��Sco COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, p CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. LOT NUMBERS REFER TO THE SUBDIVISION MAP JAN o 5 2022 ,AMENDED MAP A OF NASSAU POINT OWNED BY ;kfi` u SURVEY OF 2095 NASSAU POINT ROAD CERTIFIED TO ,�,� , i NASSAU POINT CLUB PROPERTIES, LLC. FILED NO. 156 AUGUST 16TH,1922 BUILDINGDEPT. n •°r L o PROPERTY AT CUTCHOGUE 'Tomikini:gni THOLD �S, 050% J�� TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SCTM: 1000-104.00-13.00-003.000 F'D�AND S LITTLE DUCKS REALTY LLC. ELEVATION FROM SITE PLAN REF. NAVD 1988 NSS NORTH SHORE SURVEYORS LLC. SURVEY PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT. AQUEBX 135 DWG KM OUEBOGUE, NEW YORK 11931 CHKD LV THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. SCALE 1"= 30' FILE NO. 22-169 DATE 11/18/2022 LOT 3 AMENDED MAP A OF NASSAU POINT OWNED BY NASSAU POINT CLUB PROPERTIES, INC. FILE No. 156 FILED AUGUST 16, 1922 OSITUATE CUTCHOGUE TOWN OF SOUTHOLD ' SUFFOLK COUNTY, NEW YORK MANHOLE \ i 36$'S5 2.57 S.C. TAX No. 1000-104-13-03 1500 GAL. \� I ad�• e ° � N/o/F SEPTIC TANK \ s I p' Ew LE • cn DR LEvy A- 19.5 No �o 0 LOTS N o 7.10 --�' . 7.19 w & B-34.0 A-63.7 a o� \ �` AR, i P LOT TER I/A PANEL C - 55.5 o�sE 2 �'� � e 'a :. 6 C . ;,. N NCE/PUBLIC &VENT wo3s• \ ZONE AO 6.�3 m rn RESIDE SEPTITECH GRA`hl DRAY. � ?�" CO NC. WAL SPFEN ` POOL 14'x�d2' fn O DISTRIBUTION STAAR 1.5 a� aoswR o+z 8.0 ° � z ^) ZAm ° BtOCK CURE 0.4� o� 0 20 40 � � � �� J� BOX • sEEG1AN u� A- 38.0 .0 g•� LEACHING A- 51.0 B-47.0 RNEAo +,REs r� �r C GALLEYS B- 58.5 0 A- 82.0 d•, •a �e' N Po 5° B - 87.5 eovwmf O p �8'36 11. pp rr� r i it rr 2 STORY O"ERHEADWIRES ` ..1 _ . SINGLE FAMILY DWELLING (10 BED) ' o O 17.18 O co A-46.0 , STAIRS ma 2.57 - 12.57 A- 82.0 p O B - 53.0 B \ �%o N B-85.0 A- 51.5 12.59 Z B - 54.5 PATIO e' o ?0 �® o 50% EXPANSION 25.50 COVERED PATIO O {•.� W ROW p �1 O o I UI ZONE X 7.04 Tn 0 2.74 �j • L� BLHD. 1� a 13.92 PROPANE � 0'7'"' o TANKS 07 p' O . CG � �4 - GATE 7.62 N`" �j V 6.9 d 15.2% z a m n n d•.. ° o z O.O W WooD F �cn O - 15.28 E m 0.5'N. in G GAS SERVICE NOTES: g AREA = 36,604 sq. ft. GENERATOR .0 a < m (TO TIE LINES) 0.840 ac. -�---w 1 . ELEVATION DATA BASED ON NAVD 1988 WATER SERVICE 16.91 A .' • '' o 1E "EA EVERGREE"S LOT ® 2. NO NEIGHBORING WELLS WITHIN 150' OF '_016:0� PDT w 0/F Lo 16.69 emu#a� HOMAS E• LICSATER PROPOSED SANITARY SYSTEM. O ` O T PUB oNc• ►noN w EENS RESIDENCE/ b O ERGR 2.0s. a'•• BRICK WALL H �REs O.L.N./S. � 16.57780 36'50 ,T7 OAR A. 17.38 • � a ' • CZ d '-3 SU' ' FFUOLKA1. % V A Prm%ir-RAL OVAL OkFTkhfO[r_R% 1Ide A Z'o 31' 1 1`�9' G L E F A M I L Y Ir R't E S I ru" E IN!C E OF NE PROJECT ADDRESS - 2095 NASSAU POINT ROAD W CUTCHOGUE, NY 11935 Date5/14/2024 R-22-0771 Q' M• HA N 0, AS-BUILT The sewage disposal xm r ply crl'i la i O t�O have o4t inspected and/or d r ifi this Department Or Other age cues and found ! ISLAN IDE ENGINEERING Sheet: 1 of 1 t0 be satisfactoryFORA MAXIMUMOF 11 BEDROOMS. = LAN S UR E YING, I).1�. C'. Scale: 1 ' = 40' :- ' `�� °• 09 Br,9 � CIVIL ENGINEERING - SITE PLANNING - SURVEYING Project No. 22003 Date 03/22/2024 Drawn y EMH CRAIG �• EPA �, . E CHIEF 751 COA TES AVE, SUI TE 22 Cl: (631) 487-5290 Ck. B EMH ons 04/15/ ' SIGNATURE - ERIC HANNINEN 2024 Off-ice of Wastewater g HOLBROOK, NY 11741 C2: (612) 245-4064 05/08/2024 NYS LIC. # 098693 LEGEND EXISTING GRAVEL TO BE REMOVED LOT 3 EXISTING HOUSE TO BE REMOVED AMENDED MAP A OF NASSAU POINT 06,13 EXISTING SPOT ELEVATION OWNED BY NASSAV POINT CLUB PROPERTIES, INC. -•-- FILE tb. IN FILED AUGLW 18, 1222 SITUATE —g•0•.— PROPOSED CONTOUR CUTCHOGUE 2 57 TOWN OF SOUTHOLD ��, FEMA LINES ; ' -- —PROPOSED GRADING LIMITS SUFFOLK COUNTY, NEW YORK �� t `" S.C. TAX No. 1000-104-13-03 ROOF DRAIN ��}may;,;l : e Cc 8.84 T ELEVATION --- �� PROPOSED SPO N/ol"t'Y 7.10 Y' "F 1 19 L' 'Ri tis1Iyy rt�7 10 � = I'- PROPOSED SILT FENCE r� r�lPUBPT t Ic% .�\NE AO I w PROPOSED WATERMAIN LOCATION SCAM Etr - I > 10 1 -----------FEMA LINES PROPOSED O e SILT FENCE u.•�. 4 �F -s k3 �O�\ I WITH HAY �.� (o� , BALESt, 10.17 2g \` ZONE VE 11U i �j EXISTING PROPOSED 7 _ 7 ��yaps AREA(SF) AREA SF ��,- \, j718 257 PERVIOUS 25412 19758 10C2l�.O 5335 10989 ROOF DRAIN t t.o �"' t IMPERVIOUS + . '--12 5? 9 63 • t o t� DISTURBANCE LIMIT 30747 30747 r 12591 P. �G 910 C�J j O J. �J-4�� COVERED PATIO - ".yds'.°•rc v: ZONEX I 704 I —x1a`" - 274 ��//�� ` ;� O •4 � A nub J,-.� 7 •. 4 �.�,.—,.s'' to �r-T-1 � -� •:��-l�� ROOF DRAIN DESIGN CALCULATIONS a� g2 ROOF AREA=5744 SF I 92 10.4 0 n� I9 r " /. 62 " +,56• ` cnc.. J •.f ROOF DRAIN 8'DIA PROPOSED 14'x 27 5744'2 RAINFALU12=957 CF + 6 DEEP(TYP) IN-GROUND POOL 957CF/42.2 CFNF(8'DIA.POOL)=22.6 VF 15 2�� '•' .. ` PROPOSED POOL "° �� 4 " PROVIDE 4-8'DIA BY 6'DEEP=24 VF ! Q. W -'V +. '" EQUIPMENT RNEWAY DRAINS 1 7 A 9.59 �,c PROPOSED POOL a•' 15 2S ` 8'DIA x 7'DEEP lea^ 8.84 BACKWASH O •. .g 10.6 EXISTING H a RESIDENCE TO BE 4` sq. AREA = 36,E04 ft. �1�5� �,-F"Y� '0 ROOF DRAIN DEMOLISHED ` (TO ns LNCS) 0,840 cc. M �• '.� _kmns C,07' PROPOSED 2 STORY 16,91^. e I• _— "I� �^_— PROPOSED )/G�FOIESfi SINGLE FAMILY IMPERVIOU►.r{ J eat/'N DRIVEWAY TNO!(p3 iI9yIC HATE DWELLING(10 BED) 29 16 0 c0 rr15 E4 w � �� BASEMENT 9 SF (jjj 4887 SF9TDE;JCSAC' 1ST FL.3.379 SF • to f .�W GARAGE 853 SF Sj77 ',...�'•�'•' F.F.EL.13.d 2ND FL.2,341 SF DRIVEWAY DESIGN CALCULATIONS x w DRIVEWAY AREA=4667 SF 16577 ''S'Sa" 4667'2 RAINFALU12=778 CF 17.33 ` 778CF/42.2 CFNF(V DIA.POOL)=18.5 VF PROVIDE 3-8'DIA BY T DEEP=21.0 VF ;a 1 Q, SILT FENCE CONSTRUCTION SPECIFICATIONS I. M m aan WFE�i t s P 31w BE SM m1EEr Omit Vex i<mOk an w m6r at to wE nm VM rZWyM0XF�nKIL a am m sw Lwm"mz pmw :En= to M06S IIU FRa®. RiFx QaN 91MLL ff WHM fxmt I.etwan took sveuw�n+oN a pp torm `% '�°'"""""`BE EM MV90CE,W PROJECT ADDRESS-2095 NASSAU POINT ROAD WM� Arp WiF1�1 tF11aA[ O N E w Y� �-{Q CUTCHOGUE, NY 11935 11 a WK RWZ OR 14 1/2 "' ""aW/wxeMBH e"-" 3rWLUMMFM 31''��'°g ��P�� M N��ti � GRADING AND DRAINAGE PLAN PM mm"w.to W Va.a to C. xm aouxa wo�irEx ws FDCE(w u aal°uarmxr/tx"tw v Flan 'a umanmMe * Sheet: 1 of 1 �:°� RIM mwvm S_ ISLAND WIDE ENGINEERING & LAND SURVEYING, D.P.C. Scale: 1 yJ'�` tio• 09g6 �� CIVIL ENGINEERING SITE PLANNING SURVEYING Project Date No 04/12/2022 SILT FENCE P Drawn By EMH .J.& Re By 9/ /2022 N 751 COATES AVE, SUITE 22 C1: (631) 487-5290 Revisions SIGNATURE-ERIC HANNINEN HOLBROOK, NY 11741 C2: (612)245-4064 NYS LIC.#098693 FILE LOCATION: p ELL P A-"i P A REVISIONS: NO. DATE DESCRIPTION Q919 2022 ADDED FEMA LINES 2095 CUTCHOGUE rKmm"' D CUTCHOGUE , NY 11935 2 - ' 3 - ► 4 - W ► ° 00� 5NI-71� Lu �/0'� - CODE OM PLIANT POOL FENCE / 5 _ d d w d4 w q w d 1� a d o� d n w J _ — — — — — — — — r----------n I----- ---I r----------� r----------n 'V" "V" '`�" -V'" u 1'+S O //`—_\\ ` I I I LL i i i i i i i i _ i---------- i---------- i---00 ---i _ O -JLu SANITARY LINE O f f Z f ` f f f LL POOL \ -� _ ___i �� - �� - �- -ENCE ENCLOSURE --------------------- - -� f------- i i f V11 PLANT SCREENIN 'e ° ? q? o -' i \ ------------------0 , 1`l��`J�1`�� I J I ,._� �._� I I �._, ��_, , °"r. Q ¢ ,BACKWASI ZONE AO ' OO — --------- �---------- ---------- --------- f f a f f f _____ f FOR POOL EQUIP N i a 8 - SUBSURFACE SANITARY SYSTEM �. L6 o J Lo L \ / z y r- 8 SUBSURFACE SANITARY SYSTEM X r- O Q 9 _ — -------- ----I i i _ t a F- — — — r- — — — — r- -� r----------� r----------� r------- f A/ A, A/ NE T — - - --- - - - -- - - - - - - -- - - - - - OL E Z � \ E.Y. _ f _ f - - - _ -f-- - - _- _ _ _ _ uj -- - - ---- - 1 °� I { 7JT. OUSE o° MIN ----- --- , f W H TO , � t ► I I I I I I B LR- - -28.2 _ _ _ -�- _ _ _ i i i 1 ST F AHEAD NYS STATE LAW- , — — — I ► UNAUTHORIZED ALTERATION OR I f i 50.0 p Ip ADDITION TO ARCHITECTURAL I Ir TO BULKHEA PLANS OR SPECIFICATIONS p BEARING A LICENSED ARCHITECT'S -t f ( � SEAL IS A VIOLATION OF PART W -' I f ._—___ _ __J___. �_l� \ 69.5.E OF TITLE 8 OF THE GARAGE 13.0 1STIFLR I� ff �� f I� f � OFFICIAL COMPILATION, CODES, II --� ' RULES AND REGULATIONS — 11.0 SLAB N i , ( OF THE STATE OF NEW YORK. -- --- --- --- f _, _ _ � NEW HOUSE H 'p 'ULK - -- - - - - - - - - - -- - s - f EAp ARCHITECT'S SEAL & SIGNATURE: L -- -- - - -- - - - - --- --- - - ! f — 1ST FL o w ED ARC _ ILL ? 5 ti — 3 C ♦ G Rq rn � _ LL � 'MI I o P o 11.0 WAL 67.PAT., - 13.0 1 ST FLR i I X R i ( I Z I Nf I I Q �R DRAIN AWAY FROM GARAGE 0.3 DRIV I N i. I I -' �7 PatioNay �3805� pQ� ci ZONE X ZONE VE o TFOF NE`N RADE o _ _= f2.� 65.4' EXIS 'G TO ULK co SUBSURFACE PR I i ' , - - _ ; -a-- -- —I - - -�- �""—f--- ► I SYSTEM 71- ' 2ND °q . 1000gal PROPANE I I / j DECSE TO B LKHEgp G� FLR - - — - — — — - - — - - - - - - - - — - - - - _ 4.7 NEV�C ET%% O ►�— — — —— — —— —— L �f - _ f U LKHE Lu -------------- ------ 1ST & 2NDFLRW ► a O O JOHN C. G#-RA, ML_I.CI j H z ,.. .m - - - ----- O g O 28.2 75.5' ¢ ARCHITECT � (n N 0.0 DRIV N o M E— EXIST'G , PO BOX 820 w O X v / YAPHANK, NY 11980 °d d�j`3 e 4 r+` t-,s d'iS-` e d " e d •d�-`' s d� �i' ` d� d� O o TEL 631 384-1752 W CODE COMPLIANT POOL FENCE v JCGRAMLICH@GMAIL.COM i /► CLIENT INFO: CHRISTINE & WILLIAM 2 PARTIAL SITE PLAN ; I, f PAPARELLA � 2 I SF, l IJ 2z172 a f 095 NASSAU POINT RD CUTCHOGUE, NY 11935 PRO PANE TANK `� j� TO' . 1. PROVIDE BELOW GROUND TANK-REFER TO SITE PLAN FOR LOCATION&SIZE - -- -- -- -- -- -- -- -- -- -- -- -- - ox.�..-� :�• ...�_..__ 2. THE MINIMUM DISTANCE FROM THE OPENING OF A BUILDING I u• a "aP �aaa PROJECT INFO: �� J IS 10 FEET 3. THE MINIMUM DISTANCE FROM ANY SOURCE OF IGNITION IS 1 * t / 2095 NASSAU POINT RD 10 FEET i 1 CUTCHOGUE NY 11935 4. TANK SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL, - ---------------------------- STATE - —---- -- ----------------------- -- &FEDERAL LAWS. 5. ENGINEERED DRAWINGS SHALL BE PROVIDED TO THE ARCHITECT FOR REVIEW. 6. TANK LOCATION SHALL BE MARKED(OR STAKED OUT)IN THE FIELD FOR INSPECTION PRIOR TO INSTALLATION. PROJECT TITLE: PAPARELLA RESIDENCE 1 , d 71j PROJECT DESCRIPTION: NEW RESIDENCE / PHASE: IVIC.p - CONSTRUCTION CONS CD AT 1 I - f CHECKED BY: INCEPTION DATE: LOT AREA CALCULATIONS 10.07.2021 JCG 1 , d�.• I � _�_. _ ._,_�_.'_}. _ , 1 LOT SIZE 35,565.4 SF IDRAWN BY. CURRENT 1 ------------------ ------ ------------ - ----- JCG 09.19 2022 MAXIMUM LOT COVERAGE @20% 7,113 SF I .� r HOUSE&GARAGE 4,332 SF DRAWING TITLE: / COVERED FRONT PORCH 384 SF COVERED REAR PATIO 514 SF SITE PLAN `p_ __ __ _. _ COVERED SIDE PORCH 52 SF POOL 308 SF N E R c SHEET NO: TOTAL 5,590 SF OVERALLSITE PLAN POOL PATIO 964SF ■ Generated by REScheck-Web Software ICompiicance ter°tifica°te Project Paparella Residence.2095 Nassau-Point Road Cutchogue NY 11935 Energy Code: 2018 IECC Location: Cutchogue, New York. Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 225.deg. from North _ Conditioned Floor.Area: :6,985 ft2 Glazing Area '22% 4. Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2095 Nassau Point Road Paparella residence John C. Gramlich Architect Cutchogue, NY 11935 compliance: Passes using UA trade-off J Compliance: 4.5%Better Than Code Maximum UA: 1055 Your UA: 2008 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-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Assembly or Ca Vity Cont. Prop. Hot Roof: Cathedral Ceiling 4,115 35.0 0.0 0.030 0.026 123 107 Flat Roof: Cathedral Ceiling 272 35.0 0.0 0.030 0.026 8 7 AMB Walls:Wood Frame, 16"o.c. 5,698 15.0 5.0 0.053 0.060 221 250 Orientation: Unspecified Front Door: Solid Door(under 50%glazing) 28 0.230 0.320 6 9 Orientation: Unspecified Windows:Vinyl Frame SHGC: 0.30 1,504 0.300 0.320 451 481 Orientation: Unspecified Kneewall: Wood Frame, 16" o.c. 234 15.0 0.0 0.077 0.060 18 14 Orientation: Unspecified Gabel Walls: Wood Frame, 16"ox, 685 15.0 5.0 0.053 0.060 36 41 Orientation: Unspecified IGW:Wood Frame, 16"o.c. 180 15.0 '0.0 0.077 0.060 12 9 Orientation: Unspecified IGD: Solid Door(under 50%glazing) 24 0.180 0.320 4 8 Orientation: Unspecified IGC:All-Wood JoistfTruss Soo 30.0 0.0 0.033 0.047 26 38 Cant.:All-Wood Joistfrruss 139 30.0 0.0 0.033 0.047 5 7 ProjectTitle:-Paparella Residence 2095 Nassau Point Road Cutchogue.NY 11935 Report date: . 06/20/22 Data'filename: Page,1 of10 Y I Gross Slab O.G.: Slab-On-Grade(Unheated) 1,551 10.0 0.700 0.700 0 0 Insulation depth: 2.0' AMB Foundation wall: Solid Concrete or Masonry Orientation: Unspecified Wall height: 8.0' 1,424 13.0 0.0 0.069 0.059 98 84 Depth below grade: 5.0' Insulation depth:8.0' Compliance Statement, The proposed building design described here is consistent with the building plans,'specificat:ions, and other calculations submitted with the permit application.The proposed bufldin has been desi ned to meet the 2018 IECC requirements iri REScheck Version : REScheck-Web and to comply with the mandatory check Inspection Checklist. Michael Caruso - HERS Rater 2022-06-20 Name-Title Signatur Date Project Title: Paparella Residence 2095 Nassau Point Road Cutchogue NY-11935 Report date: 06/20/22 Data filename: Page 2 of10 i REScheck ScaftWare Version : REScheck-Web .I n,spection Chec-ki ist Energy Code: 20181ECC Requirements; 100.0% were addressed directly in the REScheck software Text in the "Corments/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 TOP- Pre-Inspection/Plan Review Value Value Complies?' Comments/Assumptions & Re .ID 103.1, 4Construction drawings and. !'! ; ' 1❑Complies ;Requirement will be met. 103.2 documentation demonstrate i II❑Does Not [PR1]1 energy code compliance for the ! ! d U building envelope.Thermal ; ![]Not Observable envelope represented on i❑Not Applicable construction documents. I ; 103.1, !Construction drawings and ❑Complies Requirement will be met. 103.2, !documentation demonstrate I ; ,❑Does Not 403.7 y energy code compliance for t [PR3]1 lighting and mechanical systems. ;❑Not Observable lop Systems serving multiple I i' )❑Not Applicable dwelling units must demonstrate y i compliance with the IECC ' s ICommercial Provisions. l 302.11 'Heating and cooling equipment is; Heating: Heating: ;[]Complies ;Requirement will be met. 403.7. sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable `Manual j or other methods, l gtu/hr Btu/hr approved by the code official. l., ; ;❑Not Applicable I Additional Corn ments/Assumptions: 1 High Impact(Pier 1•) 12'1 Medium Impact(Tier 2) Low impact(Tier 3) Project Title: Paparella Residence 2095 Nassau Point Road C:utchogue'NY 11935 Report date: 06/20/22 Data filename: _ Page,-3 of10 I Section , # Foundation Inspection' [fPlandVerified Field Verifie d Coeplies? Comments/Assumptions & Re .ID Value Value 402.1.2 !Slab edge insulation R-value, R- R- ❑Complies ;see the Envelope Assemblies 1 'table for values, [F01] ! ;❑ Unheated ;[] Unheated ;❑Does Not ; J ❑ Heated [] Heated t❑Not Observable • ;❑Not Applicable l t t t t t t t 402.1.2/ Slab edge insulation ; ft ft ;❑Complies ;see the Envelope Assemblies [F03]1 =depth/length. ;❑Does Not table for values. co ❑Not Observable j ;❑Not.Applicable 402.1.1 1 Conditioned basement wall ; R- ; R- ;❑Complies ;See the Envelope Assemblies [F04]1 Hnsulation R-value.Where interior; ; ;❑Does Not 1 table for values. , � , Insulation is used, verification R_ R- , t Q) '❑Not Observable ; may need to occur during, ; ; ; ;❑Not Applicable Insulation Inspection, Not ; B 8 t required in warm-humid locationst In Climate Zone 3. 303.2 (Conditioned basement wall ❑Complies ;Requirement will be met. [FO5]1 !Insulation installed per I I :[]Does Not !manufacturer's instructions. ! t ;❑Not Observable ; i❑Not.Applicable 402.2.9 1Conditioned basement wall ft ft ;❑Complies ;See the Envelope Assemblies [F06]1 !Insulation depth of burial or I ❑Does Not ;table for values. jdistance from top of wall. U ( ;❑Not Observable ; []Not Applicable 303.2.1' ;A protective covering is installed '[]Complies ;Requirement will be met. [F011]2' to protect exposed exterior j❑Does Not insulation and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not,Applicable ; 403.9 Snow-and ice-melting system ^( i❑Complies ;Exception: Requirement is [FO12]2 controls installed. j❑Does Not ;not applicable, F '[]Not Observable f } ;❑Not Applicable Additional Corn ments/Assumptions: 1 High Impact(Tier 1) ..2 Medium Impact(Tier 2) 3: Low impact(Tier 3) 1 Project Title: Paparella Residence 2095 Nassau Point Road C:utchogue NY 11935 Report date: 06/20/22 Data filename: Page 4 of10 J . 9 ,Section ; : Plans_Uerified Field Verified' ' 'Framlog'!Rough-ln Inspection Complies?'.,•;' Co'mments/Assumptions' &Re 1® Value Value 402.1.1, Door U-factor.' ; U-' ; U- ;❑Complies ;See.the Envelope'Assemblies . 402.3.4 a ;❑Does Not ;table for values. [FR1]' ;[]Not Observable I !❑Not.Applicable 402.1.1, Glazing U-factor(area-weighted ; U- ; U- ElComplies ;See.the Envelope Assemblies 402.3.1, average). a ;❑Does Not Itable'forvalues. 402.3.3, I e ;[]Not Observable 402.5 - (FR2]1 :[]Not Applicable I I I �� I 1 1 1 . j:'• i l 303.1.3 k U-factors of fenestration products�' ', � '',❑Complies 1 Requirement will be met, l [FR4]1 are determined in accordance !! ❑Does Not with the NFRC test procedure or t'" ;•. (9 taken from the default table. UNot Observable � .,.•, ;❑Not.Applicable I 402.4.1.1 'Air barrier and thermal barrier '• E• " i❑Complies ,Requirement will be met. [FR23]1 installed per manufacturer's i I❑Does Not instructions. 3 f` �. '[]Not Observable i tlNot Applicable 402,4.3 ;Fenestration that is not site built s t . . ❑Complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting y, ;;❑Does Not 00 iAAMA/WDMA/CSA 101/I.S.2/A440 - �or has infiltration rates per NFRC J .I❑Not Observable 400 that do not exceed code " ❑Not.Applicable limits. i a 402.4.5 `; 5IC-rat+=d recessed lighting fixtures} 11_lComplies !Requirement will be met. [FR16]z• = #sealed at housing/interior finish 1 ;r i❑Does Not and labeled to indicate 52.0 cfm y ' leakai3e at 75 Pa, I r` ' :j❑Not Observable ; ( ❑Not.Applicable 403.3.1 ;Supply and return ducts in attics , r., §❑Complies (Requirement will be met, [FR12]1 1Insulated >= R-8 where duct Is I' s` 'MDoes Not I>= 3 inches in diameter and >_ ' l I R-6 where <3 inches.Supply and R J❑Not Observable ;., []Not,A licable i return ducts in other portions of 1, a . } pP the building insulated >= R-6 vor diameter>=3 inches and R-4,2 J,:I .y 1 for< 3 inches in diameter. 403.3.2 butts, air handlers and filter ' l ❑Complies ' ,Requirement will be met. (FR13]1 i boxes are sealed with I I❑DoerNot joints/seams compliant with ; []Not Observable International Mechanical Code or 1,•r , 1 International Residential Code, as b❑Not Applicable yapplicable. {' ; Building cavities are not used as i 1 Complies ;Requirement will be met, [FR15] ° 'f�ducts or plenums. 1. t ]❑ I 1 Does Not , ❑Not Observable ; ❑Not Applicable 403,4,",.' jHVAC piping conveying fluids ; R- R- ;❑Complies ;Requirement will be met. tFR'17,]2 „!above 105°F or chilled fluids ;❑Does Not I below 55°F are insulated to zR- ' l ) ; ;❑Not Observable ;❑Not Applicable 403.4.1 Protection of insulation on HVAC I ❑Complies ;Requirement will be met. [FR24]1 piping. • ?❑Does Not C� ❑Not Observable 4., ;❑Not Applicable 403:5,3 Hot water pipes are insulated to R- I R- ;❑Complies ;Requirement will be met. [FR18.]2,``'j zR-3. ❑Does Not 1 e t ; ; (❑Not Observable I❑Not Applicable l 1 l 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project•Title: Pajparella Residence 2095 Nass8u Point Road C:utchogue'NY 11935 Report date: . 06/20/22' Data filename; Page 5'of10' i c :Section Plans Verified Field Verified # F;raming /•Rough-ln Inspection Complies?, Comments/AssLimptions Value.. Valu & Req.I D 403:6 r ;Automatic or gravity dampers are' ;❑Complies ;Requirement will be met, [FR19]2 installed on all outdoor air ,; r. ❑Does Not Intakes and exhausts. ❑Not Observable 11]Not Applicable Additional Cornments/Assumptions: I I • 1 I. r J 1 High Impact(Tier 1) 2: Medium Impact(Tier 2) „:3,; Low Impact(Tier 3) Project Title: Paparella Residence 2095 Nassau Point Road,C:utchogue,NY 11935 Report date: 06/20/22, Data filename: Page.6'of10- SecZnL Plans Verified Field Verified Insulation Inspection. • Complies?' Comments/Assumptions, & R Value Value, 303.1 IAII Installed insulation is labeled ( ❑Complies ;Requirement will be met. [IN13]2 or the installed R-values i (❑Does Not provided. I S t�7 , ;❑Not Observable } ' J❑Not Applicable 402.1.1, 'Floor insulation R-value. 1 R- R- ;❑Complies ;See the Envelope Assemblies 402.2.E 1�•Wood [] Wood 1❑Does Not ;table for values. [IN1]1 [] Steel [] Steel ;❑Not Observable o ❑Not.Applicable 303,2, 'Floor insulation installed per !`! ❑Complies ;Requirement will be met. 402.2.8 {manufacturer's instructions and i 1 1❑Does Not- 1 [IN2]1 tin substantial contact with the I , 1 Q underside of the subfloor, or floor f 1 . ❑Not Observable { !framing cavity insulation is in I 1 i❑Not.Applicable 1 Ccontact with the top side of sheathing, or continuous `insulation is Installed on the ! I underside of floor framing and 1 extends from the bottom to the top of all perimeter floor framing f 1 I members. _1 1 402.1.1, i Wall insulation R-value. If this Is a I R- { R- {❑Complies ;see the Envelope Assemblies 402.2.5, 'mass wall with at least 1/2 of the :,❑ Wood ;[] Wood ;❑Does Not 1 table for values. 402.2.E !wall insulation on the wall ,1❑ Mass 1[] Mass 1❑Not Observable [IN3]1 {exterior,the exterior insulation Steel 1[] Steel 1❑Not.Applicable ;. U !requirement applies(FR10). 1 1 { 303,2 Wall insulation is installed per; ; ;❑Complies ;Requirement,will be met. [IN4]1 manufacturer's instructions. F E]Does Not, I 1 • 1❑Not Observable 1 ;❑Not Applicable Additional Comments/Assumptions: 1 ' `l: I 1 High Impact 0-ier 1) 2 Medium Impact(Tier 2) ,3 Low Impact(Tier 3) Project Ttle:•.PAA arella Residence 2095 Nassau Point Road C:utchogue NY 11935 Report date: 06/20/.22 Data filename:..- Page 7 of10 Section Field.Verified,' • #, , •�4; Final Inspection Provisions, . Plans Verified ;' Complies? :•; Comments/Assumptions &Re :ID , Value- : Value' 402.1.1, (Ceiling insulation R-value. ; R-' R- ;❑Complies ;See the Envelope Assemblies 402.2.1, i ;❑ Wood ;❑ Wood ;❑Does Not 1 table for values. 402.2.2, I❑ Steel ;❑ Steel I❑Not Observable 402.2.6 ; ; ; , ❑ (Fill' j ; ; ; Not Applicable ; I I 303.1,11,;Ceiling insulation installed per ; ;` ,❑Complies ;Requirement will be met, 303.2 manufacturer's instructions. ; I ❑Does Not , [FI2]1 Blown insulation marked every f ; 300 ft2. ❑Not Observable ;❑Not Applicable 402,2.3 ' Vented attics with air permeable ;. 10Complies ;Requirement will be met. [FI22,1 `' Insulation include baffle adjacent i r _ ; ;❑Does Not, ; ^to soffit and eave vents that 3 i extends over insulation. „ ❑Not Observable ;❑Not Applicable ; 402.2.4 ;Attic access hatch and door f R- R. ;❑Complies ;Requirement will be met. [FI3]1 !insulation zR-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies !Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and i❑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 ;ClComplies ;Requirement will be met. [FI27]1 !determine air leakage with ft2 ft2 p❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0A 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 i Duct tightness test result of<=4 ; cfm/100 i cfm/100 ;❑Complies ;Requirement will be met. [FI4]1 I cfm/100 ft2 across the system or 1 ftz ft2 ;❑Does Not I<=3 cfm/100 ft2 without air ; ; handler @ 25 Pa. For rough-in ; ; ,❑Not Observable tests,verification may need to a '❑Not Applicable occur during Framing Inspection. ; 403.3.2.1 ;Air handler leakage designated i ; i❑Complies !Requirement will be met. [FI24]1 I by manufacturer at <=2%of ; p ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1�1'' " Programmable thermostats ; :❑Complies ;Requirement will be met. [F►9]?„ installed for control of primary 1 T]Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to code specifications. I' (❑Not Applicable ; 403,1.2 Heat pump thermostat installed ;❑Complies !Exception: Requirement is �on heat pumps, I' ❑Does Not knot applicable. ;❑Not Observable ❑Not Applicable 403.5.1,°: Circulating service hot water j. ❑Complies ;Exception:Requirement is [FI11]3 )systems have automatic or ❑Does Not ;not applicable, "laccessible manual controls. D i ;❑Not Observable ❑Not Applicable 1 I High Impact.,(Tier 1) 2' Medium Impact.(Tier 2) `3: Low Impact(Tier 3) Project,Title:.Papa rella Residence 2095 Nassau Point Road.,Cutchogue NY 11935 Report date: ,06120/22 Data filename: Page 8 of10 Section 'Plans Verified Field Verified "# Final Inspection Provisions Value Value.,' Complies? Comments/Assumptions & Re .ID 403.6.1 IAII mechanical ventilation system`:• :' {❑Complies ,Requirement will be met. [FI25]2 fans not part of tested and listed I`: F f❑Does Not' f HVAC equipment meet efficacy " I r ; I❑Not Observable Land airflow limits per Table , S R403.6.1. , ; ;❑Not Applicable ; 403.2 ;Hot water boilers supplying heat . E❑Complids •., :Exception".Requirement is [FI26]2 through one or two-pipe heating . _ ;❑Does Not not applicable. systems have outdoor setback r ' control to lower boiler water I❑Not Observable 'temperature based on outdoor ; (❑Not Applicable (temperature. 1 403.5,1.1 {Heated water circulation systems{ ;❑Complies ;Exception: Requirement is [FI28]2 have a circulation pump.The N f❑Does Not 1 not applicable. I❑ system return pipe is a dedicated ; 1 return pipe or a cold water supply; Not Observable ; j pipe. Gravity and thermos- ' ❑Not Applicable syphon circulation systems are ; not present. Controls for =circulating hot water system pumps start the pump with signal i g for hot water demand within the occupancy, Controls automatically turn off the pump I ;when water is in circulation loop 'is at set-point temperature and f 1 no demand for hot water exists. ; 403:5.1.2 Electric heat trace systems 1 f {❑Complies �Exception: Requirement is [FI29]2 i comply with IEEE 515.1 or UL ;❑Does Not ;not applicable. j515. Controls automatically adjust the energy input to the 1 f❑Not Observable ; '❑Not Applicable (heat tracing to maintain the i ? desired water temperature in the piping, I 1 1 403:5:2 ;Demand recirculation water E❑Complies ;Exception: Requirement is (F130]2 {systems have controls that i F ;❑Does Not not applicable. manage operation of the pump ' and limit the temperature of the ;❑Not Observable f water entering the cold water I 9❑Not Applicable piping to <= 1042F. ! ; 403.5.4 Drain water heat recovery units ( f❑Complies ;,Exception: Requirement is [F131]2 tested in accordance with CSA ' I❑Does Not ;not applicable. B55.1. Potable water-side 1 ❑Not Observable ; pressure loss of drain water heat , recovery units <3 psi for � �� • ❑Not Applicable f individual units connected to one ; - or two showers. Potable water- ' ,side pressure loss of drain water 1 l 1 3 heat recovery units <2 psi for Individual units connected to three or more showers. 404.1 90%or more of permanent j ' Complies ;Requirement will be met. [F16]1 fixtures have high efficacy lamps. f❑Does Not ONot Observable ❑Not Applicable 404,1;1 Fuel gas lighting systems have i ❑Complies ;Exception.,Requirement is (F1231, no continuous pilot light. � F �❑Does Not 1not applicable. J',• i f❑Not Observable ❑Not Applicable 401.3 lSCompliance certificate posted. t❑Complies ;Requirement will be met. [FI7]2 i❑Does Not 1 i '[]Not Observable f❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) ;'3 Low`Impact(Tier 3) Project Title: Paparella Residence 2095 Nassau Point Road Cutchogue NY 11935 Report date: 06/20/22 Data filename: Page 9 of10 Section "' Plans Verified. , Field.Verified, ' Value Complies?'° Comments/Assumptions , & Re .ID 1303:3.3:`{ l Manufacturer manuals for ;OComplies ;Requirement will be met. [FI].8]. mechanical and water heating ,Does Not systems have been provided. ; ,,. ,I]Not Observable , �.' ;[]Not Applicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Paparella Residence 2095 Nassau Point Road Cutchogue NY 11935 Report date: 06/20/22 Data filename: Page 10 of10 2018 IECC Energy NJ/ Efficiency certificate Insulation Rating R-Value Above-Grade Wall 20.00 Below-Grade Wail 13.00 Floor 10.00 Ceiling / Roof 35.00 Ductwork(unconditioned spaces): Glass & D. . /Window 0.30 0.30 Door 0.23 Cooling,Heating & Heating System: Cooling System: Water Heater: Name: Date: Comments Pj aJ WALL TYPE LEGEND DRAWING INDEX FILE LOCATION: DESCRIPTION SYMBOL KEY CV-1 COVER SHEET NEW INTERIOR PARTITIONS GN-1 GENERAL NOTES, SPECS,&BUIDLING CODE REFER TO WALL CONSTRUCTION REVISIONS: PAPARELLA RESIDENCECHART CC-1 ENERGY& CODE COMPLIANCE SP-1.1 SITE PLAN NO. DATE DESCRIPTION NEW EXTERIOR WALLS REFER TO WALL CONSTRUCTION CONSTRUCTION PLANS 1 - CHART A-1.0 BASEMENT CONSTRUCTION PLAN _ REFER TO SECTIONS&PLANS FOR 2 ADDITIONAL MATERIALS A-1.1 FIRST FLOOR CONSTRUCTION PLAN 2095 NASSAU POINT RD CUTCHOGUE , NY 11935 A-1.2 SECOND FLOOR CONSTRUCTION PLAN 3 A-1.3 MAIN ROOF PLAN 4 NEW POURED CONCRETE WALL REFER TO PLAN FOR THICKNESS. A-1.4 LOWER ROOF PLAN 5 - REFER TO GENERAL NOTES FOR ° EXTERIOR ELEVATIONS MATERIAL SPECIFICS s 6 A-2.0 EXTERIOR ELEVATIONS A-2.1 EXTERIOR ELEVATIONS 7 NEW CONCRETE MASONRY UNIT(CMU) WALL _ ELEVATIONS - m. A 2 2 EXTERIOR REFER TO PLAN FOR THICKNESS. REFER TO GENERAL NOTES FOR A-2.3 EXTERIOR DETAILS _ MATERIAL SPECIFICS -WALL SECTIONS-DETAILS BUILDING SECTIONS EXISTING WALLS A-3.0 BUILDING SECTIONS AA, BB,CC v�,��,„ x a,; �.: EXISTING FRAMED WALLS TO REMAIN. A-3.1 BUILDING SECTIONS DID, EE FF w ` ; . COORDINATE FINISHES ACCORDING TO WORK SCOPE NYS STATE LAW: A-3.2 BUILDING SECTIONS GG G1 HH , BUILDING SECTIONS JJ KK UNAUTHORIZED ALTERATION OR x u _ NEW P ADDITION T N OPENING IN EXISTING TO - , �; „� _, - '�_��;. . ;, I� •.: e � �„ S G WALLS EXISTING TO REMAIN WITH NEW OPNG PLANS OR SPECIFICATIONS ADDED. REFER TO STRUCTURAL PLANS A-5.0 DETAILS BEARING A LICENSED ARCHITECT'S E -, &SECTIONS FOR ADDTL INFO. _ - • SEAL S A VIOLATION OF PART ,., „�, �.. ,, `. •�6 :� INTERIORS LE 8 OF THE 69 5 B OF TITLE A-6.1 INTERIORS: FIRST FLOOR FINISH PLAN OFFICIAL COMPILATION, CODES, RULES AND REGULATIONS allDEMOLITION �._ � ..R, ,.,.. ALL ITEMS&SYSTEMS BEING REMOVED A-6.2 INTERIORS: SECOND FLOOR FINISH PLAN ,�; � :. : - OF THE STATE OF NEW YORK. SHALL BE COMPLETED I A r. 4 N MANNER WHICH COORDINATES WITH THE INTENT ,tea ;;w,.__,..w, ., ,. , ' �.�: •,- ! OF NEW CONSTRUCTION ARCHITECT'S ' ECT'S SEAL & SIGNATURE: �,. . YM BO L LEG E N D DOORS&WINDOWS a D E C ATTIC ACCESS PANEL " A-7.0 EXTERIOR DOOR&WINDOW SCHEDULES&DETAILS ♦ GRq „ �- v_. .. � "" .,. x30 CLEAR OPENING REFER TO a ..,.- SECTION R807 OF NYS RESIDENTIAL CODE _ STRUCTURE-FRAMING EXHAUST FAN ,,,. • a S-0.1 STRUCTURAL NOTES REFER TO SECTION R303.3 OF NYS Ff RESIDENTIAL CODE S-0.2 NAILING&CONNECTORS SCHEDULE � SMOKE DETECTOR „ .�; , '�.�, =,, �'"•;; S-0.3 OPEN WEB WOOD TRUSS DETAILS REFER TO CODE COMPLIANCE NOTES "9T 3805 4 SOD tc ON SHEET CC 1 �F NE`N S-1.0 FOUNDATION& 1ST FLOOR FRAMING PLAN CARBON MONOXIDE DETECTOR,�,. . �, L... ,,.� ,,, ..., .; .� � K•, x,. :: v+ �'y,, ,-�.. S-1.1 2ND F R FRAMING REFER LPLAN COMPLIANCE NOTES CN) ON SHEEO BODE S-1.2 2ND FLR CEILING&ROOF FRAMING PLAN m; WINDOW DESIGNATION S-2.0 STRUCTURAL DETAILS REFER TO PLANS&SCHEDULES W1 O1 I r DOOR DESIGNATION REFER TO PLANS&SCHEDULES D101 RO OM NAME&NU MBER Room Name 101 WALL TYPE DESIGNATION FPO 11 DETAIL WOR ELEVATION �� k DESIGNATION ABBREVIATIONS JOHN C. GRAMLICH ARCHITECT A.B. ANCHOR BOLT LNDG LANDING AFF ABOVE FINISHED FLOOR LVL LAMINATED STRAND LUMBER PO BOX 820 AVG AVERAGE YAPHANK, NY 11980 M.B. MOISTURE BARRIER TEL (631)384-1752 A PROVED AS NOTED BD BOARD MFG MANUFACTURER TCGRAMLICH GMAIL.COM DATE: B.P.# LOCATION MAP B.O. BOTTOM OF ML MICROLAM COMPLY WITH ALL CODES OF OCCUPANCY OR BSMT BASEMENT M.O. MASONRY OPENING FEE: / DBY: + .,r E S Br ,id raters f:mk Manna.- NEW YORK STATE & TOWN C Dr_� f s ,.s..,.,, , CLIENT INFO: NOTIFY BUILDING DEPARTMENT AT AS REQUIRED AND CONDIINS OF USA IS UNLAWFUL '` utin�k Ryrks O,strlci 765-1802 8 Afv9 ? Y Pitfl FOR THE "N m CJ CONTROL JOINT NIC NOT IN CONTRACT CHRISTINE & WILLIAM FOLLOWING INSPECTIONS: WITHOUT CERTIFICATE ��s °� CJ CEILING JOIST PAPARELLA 1. FOUNDATION - TWO REQUIRED v s� ae�o.vo de°°tram=': CONC COLLAR T E CONCRETE O.C. ON CENTER FOR POURED CONCRETE _. Oi @ fi�W1�PCANNfI G BOARD AVF-t�OUPANCY `° " > , 2095 NASSAU POINT RD ee A o Really M "�' PL HT PLATE HEIGHT CUTCHOGUE, NY 11935 2. ROUGH - FRAi1,.rin'a & PLUMBING SOJTHOLD TOWN TRUSTEES DBL DOUBLE PSL PARELLEL STRAND LUMBER 3. INSULATION N.Y.S.DEC, a 42n DJ DECK JOIST 4. FINAL - CONSTRUCTION MUST DWG DRAWING RJ ROOF JOIST ` o': Lyhda Jayne Rehm with 7 o e BE COMPLETE FOR C.O. h k J°pNadeiFr,�toy::i" R.O. ROUGH OPENING Corcoran Real Estate EJ EXPANSION JOINT RR ROOF RAFTER ALL CONSTRUCTION SHALL MEET THE G' s ( � PROJECT INFO: REQUIREMENTS OF THE CODES OF NEW LUMBING WASTE w y. EL ELEVATION COLD 01 WIND SPEED ASCE 7-10 140mph YORK STfl7E. NOT RESPONSIBLE FC�R PLUMBERCERTIFICATION WATER LINES NEED EXIST'G EXISTING SIM SIMILAR 2095 NASSAU POINT RD DESIGN OR CONSTRUCTION ERRORS. ON LEAD CONTENT BEFORE F R; COti�RInrO►. �� ear �a Eiieen5��,f�ra�esiu�� ,` EXT EXTERIOR CUTCHOGUE, NY 11935 OTC Hazards by Location CERTIFICATE OFOCCUPANCy T.O. TOP OF F.F. FINISH FLOOR TYP TYPICAL SOLDER USED IN WATER Pri�`�`Ne u°Pf�,ir�,i�_�� m,, H Jaanrr�gt,n,LC h RETAI'S STORM WATER RUNOFF as rWere,,pp sa Q FLR FLOOR IDEAomwPURSUANT TO CHAPTER 236 `SUPPLY SYSTEM CANNOT l,,e.rn3an® Gyp FJ FLOOR JOIST UN UNLESS NOTED ,r OF SU TOWN BODE EXCEED 2110 OF 1% LEAD. Beach FND FOUNDATION 2095 Nassau Paint Rd, Cutchogu€, NY 11935, USA . ELECTRICAL PROJECT TITLE: ��° FTG FOOTING V.B. VAPOR BARRIER INSPECTION REQUIRED °'d'"°°"�' � PAPARELLA RESIDENCE VERT VERTICAL 6 Q x a� PROJECT DESCRIPTION: r GLAM GLULAM VIF VERIFY IN FIELD 11 Wind DO NOT PRO'' b W1TM FRAMING UNT1t SUR�IEY.� TRUSS PLACARDfNG REQUIRED NEW RESIDENCE HDR HEADER WD WOOD ASCE T,�1 U I t:� p s r t,� e ,�,,,,, OF FOUNDATION LOCATIQ i HORIZ HORIZONTAL HASBEEN,APPROVED,.° PHASE: INT INTERIOR CONSTRUCTION (CD) MR]1Q-Year 79 fl"Ph Slowerdoor LOT AREA CALCULATIONS BUILDING AREA CALCULATIONS ,� d� DIRECTORY SURVEYOR CHECKED BY: INCEPTION DATE: MRI 25-Year 90 rnl.lt LOT SIZE 35,565.4 SIF DESCRIPTION NEW TOTAL METES&BOUNDS SURVEYING CODE & ZO N N G & PROJECT DATA MAXIMUM LOT COVERAGE @20% 7,113 SF OWNER 53 PROBST DRIVE JCG 10.07.2021 testing required. FIRST FLOOR 3,379 SF 3,379 SF SHIRLEY,NY 11967 TOWN TOWN OF SOUTHOLD MR]50-Year BB mph An_,t�� CHRISTINE&WILLIAM PAPARELLA 516-972-5812 DRAWN BY: CURRENT DATE: kw SECOND FLOOR 2,341 SF 2,341 SF 2095 CUTCHOGUE RD SURVEYDUDECc�OPTONLINE.NET ZONE RESIDENTIAL R40 HOUSE&GARAGE 4,332 SF TOTAL LIVING AREA 5,720 SF CUTCHOGUE, NY 11935 JCG 07.13.2022 MRI 100-Year 110 rr�}�I f�ft1aU wnf b BILLIEP-BROADWAYNATIONAL.COM SITE ENGINEER TAX MAP NUMBER D:1000 S:104 B:13 L:03 to��1� COVERED FRONT PORCH 384 SF BONUS AREA OVER GARAGE 1,002 SF ISLANDWIDE ENGINEERING Risk Category I 1Z5 ml?h COVERED REAR PATIO 514 SF GRAND TOTAL LIVING AREA 6,722 SF &LAND SURVEYING,D.P.C. OCCUPANCY RESIDENTIAL-SINGLE FANAILY DRAWING TITLE: ' rY 4ttb6T 0wh a ARCHITECT &MEP 751 COATES AVE,SUITE 22 �r�,,�,� Manuals COVERED SIDE PORCH 52 SF JOHN GRAMLICH, RA HOLBROOK,NY 11741 FEMA ZONE X MAP:36103CO164 IH COVER Risk Category II A 136 milli fAuft provide POOL 308 SF ATTACHED GARAGE 953 SF JCG ARCHITECT CONTACT:JEFF PANTANJO A i S as FRONT COVERED PORCH 384 SF YAPHPO OX 820 ANK, NY 11980 JJPANTANJOO-GMAIL.COM CONSTRUCTION TYPE 5B WS �p �/�+t,,,,� REAR COVERED PATIO 514 SF 631-384-1752 ENERGY CODE 2020 ENERGY CONSERVATION b"""bJ Code TOTAL 5,590 SF SIDE COVERED PORCH 52 SF JCGF:AMLICHCa�GMAIL.COM ENERGY CONSULTANT MICHAEL CARUSO CONSTRUCTION OF NYS CODE SHEET NO: 2ND FLOOR DECK 834 SF EXPEDITOR ENERGY TESTING SERVICES REFER TO H.E.R.S. RATER DATA POOL PATIO 964 SF UNFINISHED BASEMENT 1,729 SF LISA POYER 1648 LOCUST AVE-SUITE E BUILDING CODE 2020 NYS RESIDENTIAL BLDG CODE IN11716 FORKS PERMITS BOHEMIA,NY EXT. 631-644-5998 MCAR4SO EXT. 104 EXISTING BUILDING CODE 2020 EXISTING BUILDING LISA@TWINFORKSPERMITS.COM MCARUSO @ENERGYTESTINGSERVICES.COM CODE OF NYS � GENERAL NOTES & SPECIFICATIONS FILE LOCATION: 01 GENE=RAL NOTES 02 SITE WORK 05 METALS 09 FINISHES BUILDING PLANNING & CODE 1-111-01411a PLANNING -9, GC_Z_Qr_= 1. CONTRACTOR SHALL CLEAR&GRUB THE ENTIRE AREA AS REQUIRED TO FACILITATE THE 1. STRUCTURAL STEEL IN INTERIOR LOCATIONS SHALL BE PAINTED WITH ONE 1. INSTALL AS INDICATED ON DRAWINGS AND IN ACCORDANCE WITH MANUFACTURERS CHAPTER 3-BUILDING PLANNING REVISIONS: GENERAL CONSTRUCTION PROCESS. REMOVE ALL BRANCHES,STUMPS, ROOTS, ETC.&DISPOSE OF OFF SPECIFICATIONS. SHOP COAT OF APPROVED PAINT. EXISTING STEEL IS TO BE TOUCHED UP SECTION R303 LIGHT,VENTILATION,&HEATING NO. DATE DESCRIPTION 1. ALL WORK SHALL CONFORM TO ALL NATIONAL,STATE,AND LOCAL CODES AND AUTHORITIES SITE. WHERE THE PAINT FINISH HAS BEEN DAMAGED. STRUCTURAL STEEL PROVIDE CONTINUOUS 6 MIL VAPOR BARRIER AROUND SHOWER ENCLOSURE. R303.1 HABITABLE ROOMS(CONT.) HAVING JURISDICTION, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SURFACES IN CONTACT WITH CONCRETE SHALL NOT BE PAINTED. IN LIEU OF 2. THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR 1.1. BUILDING CODE OF NEW YORK 2. CONTRACTOR SHALL BE REQUIRED TO LOCATE ALL EXISTING SUB-SURFACE UTILITIES&TAKE PAINTING,THE CONTRACTOR IS TO PROVIDE FOR THE GALVANIZING OF ALL AREA BEING VENTILATED. A - 1.2. ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK PROPER PRECAUTIONS NOT TO DISTURB THESE ITEMS. HAND DIG/EXCAVATE AS REQD. EXPOSED STEEL. 3. METAL TRIM,ACCESSORIES, INCLUDING CORNER BEADS,CASING BEADS,AND EDGE 1.3. FIRE CODE OF NEW YORK STATE NOTIFY PROPER AUTHORITIES, INSPECTORS,AS REQUIRED BY LOCAL&STATE CODE. TRIM,SHALL BE STANDARD TYPE GALVANIZED STEEL AS INDICATED ON DRAWINGS. EXCEPTIONS:1.4. FUEL GAS CODE OF NEWYORK STATE 2 2. STRUCTURAL STEEL IN EXTERIOR LOCATIONS SHALL BE PRIMED AND PAINTED FASTENERS FOR ATTACHMENT OF GYPSUM BOARD TO WOOD STUDS AND FURRING, 1. The glazed areas need not be openable where the opening is not required by section r310 and 3. BACKFILL SHALL BE ACCOMPLISHED IN LIFTS NOT TO EXCEED 12"IN DEPTH.COMPACTION SHALL BE CADIUM PLATED OR EQUAL RUST PROOF TREATED. 1.5. MECHANICAL CODE OF NEW PORK STATE SHALL BE AT A MINIMUM OF 95%OF THE MODIFIED PROCTOR DENSITY AND AT OPTIMUM WITH TOP COATS WITH AN APPROVED PAINT SYSTEM. approved mechanical ventilation system capable of producing air change per hour in the 3 - 1.6. PLUMBING CODE OF NEW YORK STATE ° room is installed or a whole-house mechanical ventilation system is is installed capable of 1.7. PROPERTY MAINTENANCE CODE OF NEW YORK STATE MOISTURE CONTENT.THE MATERIAL SHALL CONTAIN LESS THAN 12/o PASSING THE#200 SIEVE. 4. TYPICAL USG BRAND DRYWALL NAIL OR EQUAL USING SELF TAPPING SCREWS FOR supplying outdoor ventilation air of 15 cubic feet per minute(cfm)(78 I/s)per occupant computed 1.8. RESIDENTIAL CODE OF NEW YORK STATE 3. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL STRUCTURAL ATTACHMENT TO METAL FURRING CHANNELS. 4 4. CONTRACTOR SHALL STRIP&STOCKPILE ALL TOPSOIL LOCATED WITHIN THE CONSTRUCTION WORK. SHOP DRAWINGS MUST BE APPROVED BY THE ARCHITECT PRIOR TO on the basis of two occupants for the first bedroom and one occupant for each additional 1.9. L COUNTY DEPARTMENT OF HEALTH SERVICES CODE FABRICATION OR CONSTRUCTION. 5. CONTRACTOR TO SUPPLY ALL LABOR AND MATERIALS FOR A COMPLETE MUD bedroom. 5 1.10. LOCAL ZONING&BUILDING CODE AREA LIMITS. - INSTALLATION ON ALL TILE FLOORS. UNLESS OTHERWISE NOTED ON DRAWINGS 2. The glazed areas need not be installed in rooms where exception 1 above is satisfied and 2. THE CONSTRUCTION DRAWINGS GENERALLY INDICATE THE SCOPE AND QUALITY OF THE 5. CONTRACTOR SHALL TAKE PROPER PRECAUTIONS TO NOT DISTURB ANY EIXSTING artificial light is provided capable of producing an average illumination of 6 foevel. Les(65 lux) over the area of the room at a height of 30 inches(762 mm)above the floor level. 6 WORK, BUT ARE NOT PRESENTED AS BEING ABSOLUTE,ALL INCLUSIVE,OR FREE FROM STRUCTURE,FOOTING&/OR FOUNDATIONS DURING EXCAVATION&/OR BACKFILLING.ANY 6. PROVIDE ALL MATERIAL AND LABOR FOR ALL INTERIOR AND EXTERIOR PAINTING, 3. Use of sunroom additions and patio covers,as defined in section r202,shall be permitted for -E ERRORS OR OMISSIONS. ANY AND ALL WORK AND ANY AND ALL MATERIALS NOT SPECIFICALLY UNDERMINING WHICH OCCURS DURING EXCAVATION SHALL BE REPAIRED VIA UNDERPINNING 06 WOODS & PLASTICS VARNISHING,STAINING, SHELLACKING AND OILING, ETC.,OF WOODWORK. PREPARE natural ventilation if in excess of 40 percent of the exterior sunroom walls are open,or are - LISTED IN THE CONSTRUCTION DOCUMENTS THAT ARE REQUIRED OR CAN REASONABLY OR &SIMILAR PROCESSES AT THAT CONTRACTORS EXPENSE. ALL SURFACES;CLEAN,CAULK, SANDPAPER, ETC., PRIOR TO PAINTING. PROVIDE enclosed only by insect screening. NORMALLY BE INTERPRETED OR INFERRED,THEREFORE,SHALL BE FURNISHED AND INSTALLED PROTECTION(DROP CLOTHS, PLASTIC SHEETS)AND CLEAN ALL SPOTS CAUSED BY - BY THE CCNTRACTOR AS PART OF THE PROJECT SCOPE. 6. ALL SOILS SHALL BE TESTED FOR PROPER BEARING CAPACITIES AS REQUIRED BY LOCAL& 1. ALL FRAMING LUMBER AND DETAILS OF WOOD CONSTRUCTION SHALL CONFORM TO THE WORK.COLOR ARE TO BE APPROVED AND SELECTED BY ARCHITECT&OWNER. R303.3 BATHROOMS T STATE CODES.ALL SOIL SHALL MAINTAIN THE MINIMUM VALUE BEARING CAPACITY AS STATED THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS-GRADE LUMBER AND STEEL CONTRACTOR TO SUPPLY SAMPLES FOR APPROVAL. FASTENINGS(INCLUDING)SUPPLEMENT N0.1). BATHROOMS,WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE 9 _ 3. DRAWINGS ARE THE PROPERTY OF JOHN C.GRAM LICH,ARCHITECT AND SHALL NOT BE AND WHERE REQUIRED INCLUSIVE OF BUT NOT LIMITED TO:SPREAD FOOTINGS, FOUNDATION PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS THAN 3 S.F. REPRODUCED WITH OUT THE PERMISSION OF JOHN C.GRAMLICH,ARCHITECT. WALL FOOTINGS, PIER FOOTIINGS,&POST FOOTINGS. 2. ALL LUMBER SHALL BE GRADE AS STATED,MARKED AT MILL AND SHALL BE 7. ALL MATERIALS TO BE BROUGHT TO JOB IN ORIGINAL PACKAGING AND MIXED ONE-HALF OF WHICH MUST BE OPENABLE. - ON-SITE. BACK PAINT ALL EXTERIOR WOOD TRIM. EXCEPTION: SURFACE DRY. The glazed areas shall not be required where artifical light and a mechanical ventilation system are 2K 8. EXTERIOR WOODWORK TO BE PRIMED COMPLETELY, PRIOR TO INSTALLATION. NO provided. The min.ventilation rates shall be 50 cfm for intermittent or 20 cfm for continuous 4. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. 3. ROOF SHEATHING-1/2"CDX,MAXIMUM SPAN 16"O.C. USE SOLID SHEATHING AT EXTERIOR STAINING TO BE DONE WHEN THE TEMPERATURE IS BELOW 50 DEGREES ventilation.Ventilation air from the space shall be exhausted directly to the outside. 03 CONCRETE ALL EAVES AND VALLEYS. FAHENHEIT, UNLESS PRIOR APPROVAL IS GRANTED. NYS STATE LAW: OWNER 1. ELEVATION OF FOOTING BOTTOMS BELOW GRADE SHALL NOT BE LESS THAN REQUIRED BY THE 4. SUB FLOOR TO BE 3/4"THICK T&G C-D INT-APA WITH EXTERIOR GLUE. MAXIMUM 9. ALL SURFACES ARE TO BE DRY AND OUT OF DIRECT SUNLIGHT WHEN PAINTED. LOCAL JURISDICTION AND AS STATED WITHIN THE CLIMATIC DESIGN CHART.SOIL SHALL BE SECTION R MI MINIMUM ROOM AREAS 5. THE OWNER IS RESPONSIBLE TO HIRE A GENERAL CONTRACTOR EXPERIENCED IN THE SPAN 24"O.C. FASTEN WITH CONSTRUCTION ADHESIVE AND WOOD SCREWS. SUPERVISORY WORK REQUIRED TO COMPLETE THIS PROJECT. DAY TO DAY PROFESSIONAL WELL DRAINED, PUMP AS REQUIRED. R304.1 MINIMUM AREA= 120 GSF MIN UNAUTHORIZED ALTERATION OR SUPERVISION IS REQUIRED FOR THE COMPLETION OF THIS PROJECT. IF ERROR OR OMISSIONS 5. WALL SHEATHING TO BE 1/2"THICK CDX INT-APA WITH MAX. SPAN 24"O.C. UNLESS 10. HARDWARE AND FINISHES TO BE MASKED TO PREVENT DAMAGE FROM PAINTING. ADDITION TO ARCHITECTURAL R304.2 OTHER ROOMS=70 GSF MIN, EXCEPT KITCHENS R304.3 HABITABLE ROOMS=T-0"MIN HORIZ. DIMENSION, EXCEPT KITCHENS PLANS OR SPECIFICATIONS TO THE ABSENCE QUALIFIED DIRECT SUPERVISION THEN THE OWNER SHALL BE 2. ALL CONCRETE TO BE 1:2:3 MIX(MAX. RATIO 66%CU. FT.WATER/CU. FT.CEMENT), 3000 LB. OTHERWISE NOTED ON DRAWINGS. R304.4 HEIGHT EFFECT ON ROOM BEARING A LICENSED ARCHITECT'S RESPONSIBLE FOR ALL CORRECTIONS. IONS. OCCUR CONCRETE MIN. @ 28 DAY COMPRESSIVE STRESS(UNLESS INDICATED OTHERWISE ON PLANS). PORTIONS OF ROOM WITH SLOPING CEILING LESS THAN 5'-0"AFF OR FURRED CEILING SEAL IS A VIOLATION OF PART FOUNDATION WALL TO EXTEND A MINIMUM OF 8"ABOVE FINISH ADJACENT GRADE. PORCHES, 6. CONTRACTOR TO VERIFY THAT BEAMS,JOISTS AND HEADERS,ARE APPLIED CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER,AND GARAGE FLOOR SLABS TO HAVE "CROWN UP". 15 PLUMBING & MECHANICAL LESS THAN 7'-0"AFF DO NOT CONTRIBUTE TO THE HABITABLE AREA. 69.5.B OF TITLE$ OF THE 6. ANY AND FALL CHANGES TO WORK MUST BE PRESENTED TO OWNER, IN WRITING, FOR A MIN.SPECIFIED COMPRESSIVE STRENGTH OF 3,500 PSI(SEE TABLE R402.2) APPROVAL., PRIOR TO COMMENCEMENT.ALL PRICING INCLUDING CREDITS,OR ADDITIONS ARE OFFICIAL COMPILATION, CODES, TO BE FURNISHED TO OWNER AS PART OF CHANGE ORDER SUBMITTALS IN ACCORDANCE WITH 7. NO JOIST SHALL BE CUT OR NOTCHED WITH OUT PRIOR APPROVAL. PLUMBING SECTION R305 CEILING HEIGHT 3. CONCRETE TO BE READY MIXED,AND NO CONCRETE SHALL BE PLACED UNDER 40 DEGREES R305.1 HABITABLE ROOMS, HALLWAYS,CORRIDORS, BATHROOMS,TOILET ROOMS, RULES AND REGULATIONS LAUNDRY ROOMS, &BASEMENTS REQUIRE CEILING HEIGHT OF T-0"MIN. OF THE STATE OF NEW YORK. THE GENERAL CONTRACT. FAHRENHEIT. 8. FIRESTOP ALL CONCEALED SPACES TO CODE 1. FURNISH AND INSTALL NECESSARY WASTE AND WATER TO ACCOMMODATE FIXTURE EXCEPTIONS: 7. THE OWNER SHALL BE RESPONSIBLE FOR PURCHASING AND MAINTAINING HIS OWN LIABILITY 4. CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO LESS THAN 4'-0"FROM ANY PIER 9. ALL WOOD IN CONTACT WITH GROUND,CONCRETE,OR MASONRY TO BE AND FAUCET LOCATIONS AS PER PLANS AND CODES. PROVIDE PROPER VENTING,TO 1. Beams&Girders spaced not less than 4'-0"o.c. may project 6"below the ceiling height. - INSURANCE AND,AT HIS OPTION,MAY MAINTAIN SUCH INSURANCE AS WILL PROTECT HIM CODE. PRESSURE/WET TEST ALL PIPING PRIOR TO INSTALLING AND INTERIOR WALL 2. Ceilings in basements without habitbale s AGAINST C ducts WHICH MAY ARISE FROM OPERATION UNDER THE CONTRACT. AND A MAXIMUM OF 50'-0"APART. REINFORCEMENT SHALL BE CONTINUOUS THROUGH WOLMANIZED OR PRESSURE TREATED. aces may FINISH. g p y project to within 6'-8"aff. Beams,girders, ARCHITECT'S SEAL &SIGNATURE: CONSTRUCTION JOINTS. DO NOT USE HORIZONTAL CONSTRUCTION JOINTS. ts or other obstructions may project to within 64"aff. 10. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS(PARALLEL TO FRAMING AND MECHANICAL 3. For rooms with sloped ceilings,atleast 50%of the required floor area must have a ceiling height _ of T-O"&no portion of the required floor area may be less than 5'-0". S. SOIL BEARING CAPACITY SHALL BE DETERMINED BY WAY OF A TEST HOLE ANALYSIS 5. SLABS ON GRADE SHALL BE PLACED BY STRIP PLACING METHOD(MAXIMUM WIDTH 20'X PROVIDE DOUBLE HEADER JOISTS ABOVE ALL OPENINGS. p q y BRED qqC PERFORMED BY A LICENSED SOIL ENGINEER IN ORDER TO DETERMINE THE TYPE&BEARING INFINITE LENGTH). WITH CONTROL JOINTS(SAW CUT)MAXIMUM 20'-0"O.C.). 4. Bathrooms shall have a ceiling height of 6'-8"over the fixture&at the front clearance area for �( h, CAPACITY OF THE SOIL. REFER TO"DESIGN CRITERIA"FOR ASSUMED BEARING CAPACITY 2. ALL HVAC EQUIPMENT AND SYSTEMS TO BE GUARANTEED FOR TWO YEARS ON ALL the fixture.Shower must have 6'-8"clear ceiling hei ht above a min.30"x30"area at the shower WHEN NO SOIL BORING TEST HAS BEEN PROVIDED. 11, RAFTER HEEL CUTS SHALL NOT EXCEED 4". WHERE JOISTS ARE NOTCHED TO g g �C?� � "9M�0 6. CONSTRUCTION JOINTS SHALL BE PLACED ALONG LENGTH OF PLACEMENT AND AT END OF HEADERS SO AS TO REDUCE BEAM DEPTH, USE BRIDAL IRONS OR METAL PARTS AND LABOR,AND FOR FIVE YEAR ON COMPRESSOR. head. (see fig R307.1) CONTRACTOR PLACEMENT. CONNECTORS. 3. SEPARATE AND COMPLETE HVAC SHOP DRAWINGS, MANUFACTURERS PRINTED SECTION 308 GLAZING 7. CONTINUOUS CONCRETE FOOTINGS ARE REQUIRED UNDER ALL FOUNDATION WALLS UNLESS 12. ALL JOISTS SHALL HAVE 1"x4"WOOD CROSS BRIDGING OR SOLID BLOCKING SPACED LITERATURE, CUTS, BROCHURES,CATALOGUES AND PERFORMANCE TABLES TO BE R308.4 HAZARDOUS LOCATIONS 9. BIDDERS ARE REQUIRED TO VISIT THE SITE AND ACQUAINT THEMSELVES WITH EXISTING NOTED OTHERWISE.STEPPED FOOTINGS SHALL MAINTAIN A MAXIMUM SLOPE OF ONE @ 8'-0"O.C.MAXIMUM. SUPPLIED FOR APPROVAL AND ACCEPTANCES BY OWNER PROIR TO JOB START. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARD LOCATIONS: CONDITIONS AT THE SITE. UNLESS OTHERWISE DIRECTED VERTICAL TO TWO HORIZONTAL BETWEEN BOTTOMS OF ADJACENT FOOTINGS,INCLUDING . 1. SWINGING DOORS BOTTOM OF EXISTING FOOTINGS. UNEQUAL BEARING IS NOT PERMITTED. 2. SLIDING DOORS `��- 038051 2� 10. THE GENERAL CONTRACTOR IS EXPECTED TO BE AN EXPERT IN HIS FIELD AND SHALL VERIFY 4. FILE ALL PERMITS&PAY ALL FEES AS REQUIRED. �' ALL CONDITIONS AT THE SITE. ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF 3. BATHROOM SHOWER DOORS F OF NE`S`� 8. ALL CONCRETE SHALL CONFORM TO AC1301-96.ALL REINFORCEMENT OTHER THAN MESH 07 THERMAL & MOISTURE PROTECTION 4. ANY GLAZING WITHIN 60"OF THE FLOOR OF A SHOWER OR TUB THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL BE 5. PROVIDE ALL CUTTING AND PATCHING AS REQUIRED, ALL INSTALLATIONS SHALL BE 5. FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR SHALL DEFORMED TYPE INTERMEDIATE GRADE BILLET.WELDED ,S FABRIC SHALLUPPORTS FOR 1. ROOFER TO GUARANTEE MATERIAL AND INSTALLATION OF ALL ROOFING AS WEATHERTIGHT. PROVIDE ALL ROOF AND WALL FLASHING,CAULKING AND SEALANT. EDGE IS WITHIN A 24"ARC OF THE DOOR IN A CLOSED POSITION&THE BOTTOM EDGE HIDDEN JOB CONDITIONS. CONFORM TO ASTM A-185.TEMPERATURE REINFORCEMENTS,SPLICES,S REINFORCEMENTS SHALL CONFORM TO REQUIREMENTS OF ACI-318, 1999 CONTINUOUS MANUFACTURER SUGGESTS&FOR 15YEARS MINIMUM, METAL FLASHING FOR 5 DESIGNED TO PROVIDE 70°F WITH OUTDOOR DESIGNED AIR IS WITHIN 60"OF THE FLOOR 6. HEATING TO BE DESIG REINFORCEMENTS SHALL BE LAPPED 40 DIAMETERS AT SPLICES AND CORNERS AND HOOKED YEARS. TEMPERATURE OF IG AND A 15 MPH WIND. 6. FIXED OR OPERABLE PANEL THAT MEETS THE FOLLOWING: 11. THE CONTRACTOR SHALL DELIVER TO THE OWNER,UPON SUBSTANTIAL COMPLETION OF THE AT NON-CONTINUOUS ENDS. REINFORCEMENT SHALL BE DETAILED IN ACCORDANCE WITH 6.1. EXPOSED AREA OF AN INDIVIDUAL PANE LARGER THAN 9SF WORK,A WRITTEN GUARANTEE TO COVER A PERIOD OF TWO YEARS FROM THE DATE OF 315-74. PROVIDE TWO#6 BARS FOR ALL SIDES AT OPENINGS IN CONCRETE WALLS UNLESS 2. A WRITTEN GUARANTEE TO BE SUBMITTED TO OWNER PRIOR TO FINAL ACCEPTANCE 7. AIR CONDITIONING SYSTEM TO BE SELF CONTAINED AND DESIGNED AS FOLLOWS: 6.2. BOTTOM EDGE LESS THAN 18"AFF 6.3. TOP EDG E MORE THAN 36"AFF SUBSTANTIAL COMPLETION AND ACCEPTANCE BY THE OWNER. OTHERWISE NOTED. EXTEND BARS 2'-0"BEYOND OPENINGS,HOOK ENDS. AND PAYMENT. 7.1. OUTDOOR DESIGN TEMPERATURES SHALL BE BASED ON THE CURRENT 6.4. WALKING SURFACE WITHIN 36"HORIZONTALLY OF THE PANE _ `� 9. PROVIDE SLEEVES AND BOX OUT FOR OPENINGS REQUIRED BY MECHANICAL TRADES. 3. FLASHING TO BE ALUMINUM,COPPER OR, LEAD COATED COPPER, 16 GUAGE TO BE A.S.H.R.A.E.TEMPERATURES AT 2-1/2%FREQUENCY. �» �. 7. ALL RAILING GLAZING 12. THE CONTRACTOR SHALL CHECK AND VERIFY DIMENSIONS ON THE DRAWINGS WITH ACTUAL OPENINGS SHALL BE PLACED SO THAT STRENGTH OF STRUCTURAL MEMBERS IS NOT LAPPED AND SOLDERED ACCORDING TO BEST PRACTICES. 7.2, INDOOR DESIGN SHALL BE BASED 78°D.B.AND 50%R.H. FOR SUMMER AND 73° 8. GLAZING ADJACENT TO STAIRWAYS&RAMPS WITHIN 36"&LESS THAN 60"ABOVE THE MEASUREMENTS OF ALL WORK IN PLACE AT THE SITE AND BE RESPONSIBLE FOR THE AFFECTED. FOR WINTER. CORRECTNESS OF THEM. ANY(DIFFERENCE SHALL BE REPORTED IN SUFFICIENT TIME FOR WALKING SURFACE 4. GUTTERS AND LEADERS TO BE SEAMLESS ALUMINIUM,COLOR PER SPECIFICATIONS. 9. GLAZING WITHIN 60"HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY CONSIDERATION AND DIRECTION. PITCH TO LEADERS.CONNECT TO SITE DRAINAGE AS DETAILED. DIRECTION WHEN THE GLAZING IS WITHIN 60"OF THE FLOOR. 13. ALL BUILDING LINES, ELEVATIONS AND GRADES SHALL BE SET BY LICENSED LAND 04 MASONRY 5. COLOR SAMPLES OF SIDING AND TRIM SHALL BE SUBMITTED TO OWNER FOR 16 ELECTRICAL SECTION R309 GARAGES&CARPORTS APPROVAL. R309.2.1 VERTICAL SEPARATIONS ` "SURVEYOR. 1. THE ELECTRICIAN IS EXPECTED TO BE AN EXPERT IN HIS FIELD AND SHALL MAKE WHERE PARTITIONS ARE USED TO SEPARATE AN ATTACHED GARAGE FROM A LIVING �-• " _. 1. ALL CONCRETE BLOCK SHALL BE LOAD BEARING AND SHALL CONFORM TO ASTM 14. THE CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER THE SITE WITH MATERIALS OF STANDARD C-90 GRADE N UNITS. 6. BATT INSULATION TO BE KRAFT,OR FOIL FACED REERGL.ASS BLANKETS OR AS PROVISIONS FOR ALL ELECTRICAL WORK INCLUDING: SWITCHING, POWER SPACE OR ITS ATTIC,THE PARTITION ASSEMBLY SHALL HAVE A 3/4 HOUR FIRE r� " '• AREA FREE EQUIPMENT AND SHALL ROUTINELY KEEP THE PREMISES AND SURRROUNDING A R � r INDICATED ON DRAWINGS.SPRAY FOAM TYPE INSULATION SHALL BE AS INIDICATED. REQUIREMENTS, SERVICE REQUIREMENTS, HEATING VENTILATING AND AIR RESISTANCE RATING. Al,xo,� A� FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH. AT THE END OF EACH DAYS WORK 2. FILL BLOCKS SOLID UNDER CONCENTRATED LOADS IN ALL BLOCK WALL ABOVE AND BELOW CONDITIONING WIRING, ETC.,SO AS TO MAKE THE PREMISES OPERATIONAL FOR EXCEPTION: t EUr HE SHALL LEAVE THE SITE IN AS ORDERLY A CONDITION AS POSSIBLE. GRADE. 7. ALL INSULATION SHALL BE CUT TO FIT SNUGLY BUT WITHOUT COMPACTION BETWEEN THE OWNER AND MEET ALL PROVISIONS OF ALL PREVAILING ELECTRICAL CODES In lieu of providing partitions that have a 3/4 hour fire resistance rating,one layer of 5/8"type-x P ALL ADJACENT OR AFFECTED AREAS TO REMAIN FROM ALL EXTERIOR FRAMING MEMBERS AS INDICATED ON DRAWINGS AND SHALL BE AND THE REQUIREMENTS OF THE NEW YORK STATE BOARD OF FIRE gypsum board may be installed on the garage side&one layer of 112"type-x gypsum may be 15. THE CONTRACTOR SHALL PROTECT 3. ALL ANCHORAGE PLACED IN MASONRY TO BE FILLED SOLID WITH CONCRETE. TACKED SECURELY IN PLACE, IN STRICT ACCORDANCE WITH THE DIRECTIONS OF THE UNDERWRITERS. A N.Y.S.B.F.U.CERTIFICATE IS TO BE PRESENTED TO THE installed on the opposite side.Application in accordance with Section R703.2 BOTH CONSTRUCTION DAMAGE AND/OR WEATHER PENETRATION. MANUFACTURER. ALL TEARS AND PENETRATIONS TO THE VAPOR BARRIER SHALL BE OWNER AT THE COMPLETION OF THE JOB. JOHN C. GRAMLICH 4. PROVIDE VERTICAL CONTROL JOINTS IN BLOCK WALL 30'-0"O.C.MAXIMUM USING CAREFULLY PATCHED AND SEALED PRIOR TO INSTALLATION OF FINISHHED R309.2.1 HORIZONTAL SEPARATIONS ARCHITECT 16. ALL WORN;SHALL BE DONE IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ACCEPTABLE PREMOULDED FILLER AND JAMB BLOCK UNLESS OTHERWISE DETAILED ON DRAWINGS,ALL SURFACES. 2. FILE ALL PERMITS AND PAY ALL FEES AS REQUIRED. WHERE HORIZONTAL CONSTRUCTION IS USED TO SEPARATE AN ATTACHED GARAGE AND RECOMMENDED PRACTICE OF THE TRADE. BLOCK WALLS SHALL BE CONSTRUCTED WITH GALVANIZED WALL REINFORCEMENT TO BE FROM A LIVING SPACE OR ITS ATTIC,SUCH CONSTRUCTION SHALL BE PROTECTED WITH TRUSS TYPE(9)GAUGE)AND PLACED 1'4"O.C.VERTICALLY,WIDTH AS RECOMMENDED BY 8. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY OF 3. INSTALL AND MAINTAIN TEMPORARY LIGHT AND POWER FOR TRADES. ONE LAYER OF 5/8"TYPE-X GYPSUM BOARD,INSTALLED IN ACCORDANCE WITH SECTION PO BOX 820 17. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION. MANUFACTURER. INSULATION AT PLATE LINES,SILL AND CORNERS. R805.1.OPENINGS SHALL NOT BE PERMITTED EXCEPT WHERE THE RESIDENCE IS YAPHANK, NY 11980 4. ALL ELECTRICAL WIRING, FIXTURES,OUTLETS,SWITCHES,AND EQUIPMENT TO BE OTHERWISE PROTECTED BY VERTICAL SEPARATION.WHERE THE HORIZONTAL 18. THE CONTRACTOR SHALL BE LICENSED&INSURED IN ACCORDANCE WITH ALL LOCAL&STATE 5. NO MASONRY CONSTRUCTION TO BE INSTALLED UNDER 36 DEGREES FAHRENHEIT, NO 9. ALL INSULATION WHICH SURROUNDS RECESSED LIGHT FIXTURES SHALL BE PROPERLY GROUNDED. SEPARATION IS A FLOOR-CEILING ASSEMBLY,THE STRUCTURE SUPPORTING THE TEL(631)384-1752 AGENCIES HAVING JURISDICTION&AS RELEVANT TO THE ACTS OR WORK PERFORMED. CINDER BLOCK PERMITTED. BLOCK TO BE CLEAN AND PLUMB. THERE SHALL BE NO INSTALLED WITH AN AIR SPACE CLEARANCE OF 3 INCH MINIMUM,OR AS PER THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 5/8"TYPE-X GYPSUM JCGRAMLICH@GMAIL.COM DIMENSIONAL VARIATION IN EXCESS OF 1/4". USE TYPE M CEMENT MORTAR,ALL MEASURED ALLOWANCES AS SPECIFIED BY THE LIGHTING FIXTURE MANUFACTURER BASED UPON 5. SUBMIT LAYOUT DRAWINGS, MANUFACTURERS LITERATURE,CUTS AND SPECS. BOARD OR EQUIVALENT. 19. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR ACTS AND OMISSIONS OF ALL BY VOLUME PER ASTM C270-73. U.L.RATINGS AND APPROVALS,WHICHEVER IS STRICTER. FOR ACCEPTANCE AND APPROVALS BEFORE START OF WORK. HIS EMPLOYEES,SUBCONTRACTORS,THEIR AGENTS AND EMPLOYEES,AND OTHERS CLIENT INFO: SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS PERFORMING PORTIONS OF THE WORK UNDER CONTRACT TO THE CONTRACTOR. 6. ALL NECESSARY WIRING,ANCHORING DEVICES, INSERTS AND ITEMS RELATED TO OTHER 10. CAULK EXTERIOR JOINTS,WINDOWS AND DOOR FRAMES AND ALL OTHER OPENINGS 6. COORDINATE LAYOUT DRAWINGS WITH HVAC, PLUMBING, ETC.AND PROVIDE R310.1 EMERGENCY ESCAPE AND RESCUE REQUIRED CHRI STI N E & WI LLIAM 20. THE CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND EQUIPMENT TRADES,ATTACHING TO CONCRETE,SHALL BE INSTALLED BY MASON CONTRACTOR. AT PENETRATIONS OF UTILITY SERVICES,ETC.,SHALL BE CAULKED,GASKETED, PROPER WIRING AND ELECTRICAL OPERATIONS FOR ALL EQUIPMENT. BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE ATLEAST PAPARELLA WEATHER-STRIPPED,ALL OTHERWISE SEALED. ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING.WHERE BASEMENTS INCORPORATED IN THE WORK WILL BE NEW UNLESS OTHERWISE SPECIFIED,AND THAT ALL 7. MASONRY REINFORCEMENT GALVANIZED TRUSS DESIGN SIMILAR TO DUR-O-WALL OR CONTAIN ONE OR MORE SLEEPING AREA, E.E.&R.O.SHALL BE REQUIRED IN EACH WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE EQUAL,TO HAVE NO.9 SIDE BAR X NO.9 CROSS BARS. REINFORCEMENT SHALL BE OF SLEEPING ROOM, BUT SHALL NOT BE REQUIRED IN ADJOINING AREAS OF THE BASEMENT. 2095 NASSAU POINT RD YEAR AFTER COMPLETION. WIDTHS RECOMMENDED BY MANUFACTURER FOR VARIOUS WALL THICKNESS'REQUIRED, E.E.&R.O.SHALL HAVE A MAX.SILL HEIGHT OF 44"AFF MATERIAL HANDLING & STORAGE E.E.&R.O.SHALL MEET ALL OF THE FOLLOWING: CUTCHOGUE, NY 11935 NO LESS THAN T MORTAR COVER OVER THE SIDE RODS, HEAVIER GAUGE R310.1.1 MIN NET CLEAR OPENING OF 5.7 SF.GRADE FLOOR 5.0 SF 21. THE CONTRACTOR SHALL SUPERVISE THE WORK USING HIS BEST SKILLS AND ATTENTION. THE 08 DOORS & WINDOWS 1, ALL MATERIALS SHALL BE PROTECTED FROM WEATHER WITH REINFORCEMENT SHALL BE USED FOR FOUNDATIONS AS NOTED. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL MEANS,METHODS,TECHNIQUES, R310.1.2 CLEAR OPENING HEIGHT OF 24"MIN SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK WITH DOORS WATER-RESISTANT TARPS.ALL TARPS SHALL BE SECURED TO GROUND OR R310.1.3 CLEAR OPENING WIDTH OF 20"MIN OTHER TRADES. 8. IF CONCRETE BLOCK FOUNDATIONS ARE USED,CONCRETE BLOCK SHALL BE ASTM-145 STRUCTURE TO PREVENT WIND UPLIFT. WITH FULL MORTAR BEDS AND HORIZONTAL STEEL REINFORCEMENT EVERY SECOND 1. CONTRACTOR TO SUBMIT WRITTEN(1)ONE YEAR WARRANTY TO REPAIR/REPLACE R310.1.4 OPERABLE FROM INSIDE THE ROOM WITHOUT THE USE OF KEYS OR TOOLS COURSE. FILL CORES SOLID AT CORNERS. FILL UPPER 2 BLOCK COURSES SOLID FOR DEFECTIVE MATERIALS OR WORKMANSHIP. WARRANTY PERIOD TO BEGIN AFTER 2. ALL MATERIALS SHALL BE STOCK-PILED NEATLY&IN AN ORGANIZED MANNER. R310.(REFER WINDOW WELLS PROJECT INFO: 22, UNLESS OTHERWISE SPECIFICALLY NOTED,THE CONTRACTOR SHALL PROVIDE AND PAY FOR ANCHOR BOLTS. DATE OF FINAL ACCEPTANCE OF ALL WORK. LOSS OF MATERIALS DUE TO LACK OF ORGANIZATION WILL BE THE ( ALL LABOR, MATERIALS, EQUIPMENT,TOOLS,CONSTRUCTION EQUIPMENT AND MACHINERY, CONTRACTORS SOLE RESPONSIBILITY&COST. (REFER TO DIAGRAM) 2095 NASSAU POINT RD TRANSPORTATION,AND OTHER FACILITIES AND SERVICES NECESSARY FOR THE PROPER 2. GLASS/GLAZING TO BE CLEANED PRIOR TO FINAL INSPECTION. HORIZONTAL AREA=9SF MIN. A MIN. HORIZONTAL PROJECTION. CUTCHOGUE, NY 11935 LADDER PERMITTED TO ENCROACH 6"MAX. EXECUTION AND COMPLETION OF THE WORK. I WINDOW WELL DEEPER THAN 44"MUST HAVE PERMANENTLY AFFIXED LADDER OR STEPS. 05 METALS 3. WOOD DOORS WILL BE FULLY WEATHERSTRIPPED LADDERS SHALL HAVE 12"MIN INSIDE WIDTH, PROJECT ATLEAST 3",AND RUNGS NOT 23. HE CONTRACTOR SHALL AT ALL TIMES ENFORCE STRICT DISCIPLINE AND GOOD ORDER AMONG SPACED MORE THAN 18"O.C.VERTICALLY FOR THE FULL HEIGHT OF THE WELL. HIS EMPLOYEES,AND SHALL NOT EMPLOY ON THE WORK AN UNFIT PERSON OR ANYONE NOT 1. THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE 4. SIZES AS INDICATED ON THE DRAWINGS. BUILDING PLANNING & RELATED CODE SKILLED 114 THE TASK ASSIGNED TO HIM. SPECIFICATIONS AND RECOMMENDATIONS OF THE AMERICAN INSTITUTE OF STEEL WINDOW WELLS ARE ALLOWED UNDER DECKS AND PORCHES PROVIDED THE WINDOW CONSTRUCTION. 5. DOORS SHALL BE EQUAL TO OR HAVE A BETTER U•VALUE THAN AS INDICATED ON PROJECT TITLE: CHAPTER 3-BUILDING PLANNING CAN BE FULLY OPENED AND A PATH 36"MIN IN HEIGHT IS PROVIDED TO THE YARD. 24. ANY AND ALL CHANGES TO WORK MUST BE PRESENTED TO OWNER, IN WRITING, FOR THE RESCHECK WITH A MINIMUM OF.40 WHERE NOT STATED OTHERWISE. SECTION R301 DESIGN CRITERIA PAPARELLA RESIDENCE APPROVAL, PRIOR TO COMMENCEMENT.ALL PRICING INCLUDING CREDITS,OR ADDITIONS ARE 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: R301.2 CLIMATIC&GEOGRAPHIC DESIGN CRITERIA SECTION R311 MEANS OF EGRESS TO BE FURNISHED TO OWNER AS PART OF CHANGE ORDER SUBMITTALS IN ACCORDANCE WITH 6. ALL DOORS TO BE HUNG WIHING 48 HOURS AFTER DELIVERY. DOORS THAT HAVE REFER TO TABLE R301.2(1)LOCATED WITHIN THIS DRAWING SET R311.4 EXIT DOOR REQUIRED PROJECT DESCRIPTION: THE GENERAL CONTRACT. 2.1. ALL HOT ROLLED SHAPES SHALL CONFORM TO THE REQUIREMENTS OF ASST. WARPED PRIOR TO INSTALLATION ARE TO BE REPLACED AT NO COST TO OWNER. NOT LESS THAN ONE EXIT DOOR SHALL BE PROVIDED. A572 GRADE 50 OR ASST.36. ALL PROPOSED HOT ROLLED SHAPE FRAMING SECTION R302 FIRE RESISTANT CONSTRUCTION R311.4.2 DOOR TYPE&SIZE NEW RESIDENCE 25. THE CONTRACTOR SHALL PAY ALL SALES,CONSUMER, USE AND OTHER SIMILAR TAXES MEMBERS SHALL CONFORM TO A572 UNLESS SPECIFICALLY NOTED ON THE WINDOWS R302.6 DWELLING-GARAGE FIRE SEPARATION EXIT DOOR SHALL BE MINIMUM 36"WIDE x 80"HIGH REQUIRED BY LAW AND SHALL SECURE ALL PERMITS, FEES AND LICENSES NECESSARY FOR PLAN THAT FOR A PARTICULAR MEMBER A36 IS ACCEPTABLE. REFER TO TABLE R302.6 PHASE: THE EXECUTION OF THE WORK. 2.2. ALL STRUCTURAL STEEL PLATES SHALL CONFORM TO THE REQUIREMENTS OF 7. CONTRACTOR TO SUBMIT WRITTEN(1)ONE YEAR WARRANTY TO REPAIR/REPLACE 1/2"GYPSUM GARAGE SIDE BETWEEN GARAGE&ATTIC R311.5 STAIRWAYS ASST.A36. DEFECTIVE MATERIALS OR WORKMANSHIP. WARRANTY PERIOD TO BEGIN AFTER 5/8"TYPE'X'GARAGE SIDE BETWEEN GARAGE&HABITABLE ROOMS REFER TO DIAGRAM CONSTRUCTION (CD) 26. THE CONTRACTOR SHALL PURCHASE AND MAINTAIN SUCH INSURANCE'S AS WILL PROTECT HIM DATE OF FINAL ACCEPTANCE OF ALL WORK. FROM CLAIMS UNDER WORKMEN'S CONDENSATION ACTS AND OTHER EMPLOYEE BENEFIT 2.3. ALL STRUCTURAL STEEL PIPE AND STRUCTURAL TUBING SHALL CONFORM TO 1/2"GYPSUM FOR STRUCTURE SUPPORTING AFOREMENTIONED ACTS, FROM CLAIMS FOR DAMAGES BECAUSE OF BODILY INJURY, INCLUDING DEATH,AND THE REQUIREMENTS OF ASST.A500 GRADE B(Fy=46 SKI). 8. WINDOWS SHALL BE EQUAL TO OR HAVE A BETTER U-VALUE THAN AS INDICATED R302.7 UNDER-STAIR PROTECTION R321.1 PREMISE IDENTIFICATION CHECKED BY: INCEPTION DATE: FROM CLAIMS FOR DAMAGES TO PROPERTY WHICH MAY ARISE OUT OF OR RESULT FROM THE ON THE RESCHECK WITH A MINIMUM OF.30 WHERE NOT STATED OTHERWISE. 1/2"GYPSUM ENCLOSED ACCESSIBLE SPACE UNDER STAIRS ON ENCLOSED SIDE APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR ALL NEW BUILDINGS IN JCG 10.07.2021 CONTRACTOR'S OPERATIONS UNDER THIS CONTRACT,WHETHER SUCH OPERATIONS BE BY 3. ALL CONNECTIONS FOR STRUCTURAL STEEL BEAMS SHALL BE IN ACCORDANCE WITH R302.11 FIRE BLOCKING SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD HIMSELF OR BY ANY SUBCONTRACTOR OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY DISC STANDARDS AND TO SATISFY THE BEAMS END REACTIONS. THE CONTRACTOR I I 2x LUMBER AS FIRE BLOCKING REQUIRED AS FOLLOWS: FRONTING THE PROPERTY. ANY OF THEM. THIS INSURANCE SHALL BE WRITTEN FOR NOT LESS THAN ANY LIMITS OF SHALL SUBMIT CALCULATIONS VERIFYING THE CAPACITY OF ALL CONNECTIONS. THE VERTICALLY AT FLOOR&CEILING LEVELS DRAWN BY: CURRENT DATE: LIABILITY SPECIFIED AS PART OF THE CONTRACT DOCUMENTS OR REQUIRED BY LAW, CALCULATIONS SHALL BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN NEW HORIZONTALLY AT INTERVALS NOT EXCEEDING 1 Y-0" R807.1 ATTIC ACCESS JCG 07.13.2022 WHICHEVER IS THE GREATER,AND SHALL INCLUDE CONTRACTUAL LIABILITY INSURANCE. YORK STATE AND SHALL BEAR HIS SIGNATURE AND PROFESSIONAL SEAL. THE 09 FINISHES INTERCONNECTIONS OF CONCEALED SPACES SUCH AS:SOFFITS, DROP/COVE CEILINGS, IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION,AN ATTIC ACCESS CERTIFICATE OF SUCH INSURANCE SHALL BE FILED WITH THE OWNER. &CAVITIES OPENING SHALL BE PROVIDED TO ATTIC AREAS THAT EXCEED 30 S.F.AND HAVE A CALCULATIONS SHALL CLEARLY CROSS REFERENCE TO THE SHOP DRAWINGS. 1. MATERIAL TO BE DELIEVERED TO JOB IN ORIGINAL CARTONS OR BUNDLES,AND CONCEALED SPACES BETWEEN STAIR STRINGERS AT TOP&BOTTOM OF RUN VERTICAL HEIGHT OF 30"OR GREATER.THE ROUGH FRAMED OPENINGS SHALL NOT BE DRAWING TITLE: 27. UNLESS OTHERWISE PROVIDED,THE OWNER SHALL PURCHASE AND MAINTAIN PROPERTY STORED IN DRY AND PROTECTED AREA,AWAY FROM THE ELEMENTS. AT OPNGS AROUND VENTS, PIPES, DUCTS, ETC. LESS THAN 22"BY 30"AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY 4. BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASST.A325 AND SHALL BE 3/4"DIA• CHIMNEYS&FIREPLACES PER R1003.19 ACCESSSIBLE LOCATION.A 30"MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC THIS INSURANCE SHALL INCLUDE THE INTERESTS OFF THE OWNER,THE CONTRACTOR AND GENERAL NOTES INSURANCE UPON THE ENTIRE WORK AT THE SITE THE FULL INSURABLE VALUE THEREOF. TYPE'F'(SLIP CRITICAL)UNLESS OTHERWISE NOTED ON PLANS OR DETAILS. 2. GYPSUM WALL BOARD SHALL BE 5/8"OR AS INDICATED ON DRAWINGS. R302.12 DRAFT STOPPING SPACE SHALL BE PROVIDED AT SOME POINT ABOVE THE ACCESS OPENING. REFER TO SUBCONTRACTORS IN THE WORK AND SHALL INSURE AGAINST THE PERILS OF FIRE, EXTENDED INSTALLED SUCH THAT CONCEALED SPACES DO NOT EXCEED 1000 SF, M1305.1.3 FOR ACCESS REQUIREMENTS WHEN MECHANICAL EQUIPMENT IS IN ATTIC COVERAGE,VANDALISM AND MALICIOUS MISCHIEF. ANY INSURED LOSS TO BE ADJUSTED WITH 3. SHEETROCK WALLS AND CEILINGS TO BE U.S.GYPSUM 1/2"OR 5/8" ON ALL THE OWNER AND MADE PAYABLE TO THE OWNER AS TRUSTEE FOR THE INSURED AS THEIR 5. ALL WELDING SHALL CONFORM TO THE SPECIFICATIONS AND RECOMMENDATIONS OF SURFACES AS INDICATED ON PLANS,WITH ALL JOINTS TAPED AND SPACKLED SECTION R303 LIGHT,VENTILATION,&HEATING R905.2.7.1 ICE PROTECTION INTEREST MAY APPEAR,SUBJECT TO THE REQUIREMENTS OF THE MORTGAGE CLAUSE. THE THE AMERICAN WELDING SOCIETY(A.W.S.)"STRUCTURAL WELDING CODE"AS MINIMUM(3-COAT). R303.1 HABITABLE ROOMS PROVIDE ICE SHIELD FROM ROOF EDGE TO A POINT NO LESS THAN 24"INSIDE OF SHEET NO: OWNER SHALL FILE A COPY OF ALL POLICIES WITH THE CONTRACTOR,AS REQUESTED, PRIOR APPLICABLE WITH REGARD TO WORK CONFORMING TO THE AISC. ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8 EXTERIOR WALL LINE TO THE COMMENCEMENT OF THE WORK. THE OWNER AND THE CONTRACTOR WAIVE ALL 4. WATER RESISTANT WALL BOARD SHALL BE SHEET.ROCK M/R OR EQUAL. PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE RIGHTS AGAINST EACH OTHER FOR DAMAGES CAUSED BY FIRE OR OTHER PERILS TO THE 6. STRUCTURAL STEEL WELDMENTS SHALL BE INSTALLED WITH E70XX ELECTRODES. THROUGH WINDOWS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE E3681.7 OUTDOOR OUTLETS EXTENT COVERED BY INSURANCE PROVIDED UNDER THIS PARAGRAPH. THE CONTRACTOR WELDERS MUST HAVE CURRENT NEW YORK STATE CERTIFICATION. 5. CONCRETE GLASS FIBER REINFORCED BOARD SHALL BE WONDERBOARD WALL OUTDOOR AIR.SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN SHALL REQUIRE SIMILAR WAIVERS BY SUBCONTRACTORS. SYSTEM 36"X48"X7/16"AS MANUFACTURED BY MOiDULARS INC.,OR EQUALING. OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. 6'-6"ABOVE GRADE,SHALL BE INSTALLED OUTDOORS AT THE FRONT AND BACK OF EACH DWELLING UNIT HAVING DIRECT ACCESS TO GRADE. AIR SEALING SECTION TABLE R301 .2(1 ) CLIMATIC & GEOGRAPHIC DESIGN CRITERIA SMOKE ALARMS Sp FILE LOCATION: GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER ICE BARRIER UNDERLAYMENT FLOOD HAZZARDS AIR FREEZING MEAN ANNUAL SMOKE ALARMS SHALL BE INSTALLED IN ALL NEW DWELLING CATEGORY DESIGN TEMP REQUIRED INDEX TEMP UNITS(R314.2.1)AS FOLLOWS: FIG R301.2(5) t3O SPEED(MPH) FIG R301.2(4) ASCE MAP FIG R301.2(2) EXEMPT WEATHERING FIG R301.2(3) SEVERE 2015 IPC ASPHALT SHINGLES R905.2.7.1 REQD DATE OF FIRM 09.25.2009 TABLE R403.3(2) N.C.D.C. B 32' • INSTALL DIRECTLY OUTSIDE OF BEDROOMS, NOT LESS THAN ASCE 7 PSF TOPO EFFECTS R301.2.1.5 NO EXPOSURE B OR FROST DEPTH LINE AS REQ'D 36"MIN APPENDIX D MINERAL ROLL R905.5.3.1 REQD DATE OF ENTRY N/A NASSAU&SUFFOLK AHJ-FILL IN 3'-0"HORIZ FROM THE DOOR OPENING OF A BATHROOM REVISIONS: CONVERSION CATEGORY LESS o . INTO N.F.I.P. • INSTALL INSIDE EACH BEDROOM SPECIAL WIND FIG R301.2(4) NO TERMITE FIG R301.2(6) MOD-HEAVY 97.5/o. 15 WOOD SHINGLES R905.7.3.1 READ 1500 OR LESS • INSTALL ON EACH STORY INCLUDING BASEMENTS& NO. DATE DESCRIPTION REGION HABITABLE ATTICS WIND BORNE R301.2.1.2.1 NO 452 52.7 • EXISTING DWELLINGS REQUIRE SMOKE ALARMS PER 1 _ DEBRIS ZONE APPENDIX J(R314.2.2 2016 NYS SUPPLEMENT),WHICH EXTERIOR SHEATHING CAULKED REQUIRES SMOKE ALARMS BE PROVIDED (R314.3.1) 2 _ REGARDLESS OF THE CATEGORY OF WORK(AJ102.3) GLUED OR GASKETED TO TOP • DO NOT INSTALL IONIZATION SKOKE ALARMS WITHIN 20'-0", PLATE AIR SEALING CODE REQUIREMENTS GARAGE OPNG & SEPARATION IONIZATION WITH ALARM-SILENCING SWITCH WITHIN 1 U-0",OR 3 - PHOTOELECTRIC WITHIN 6'-0"OF A COOKING APPLIANCE TABLE R402.4.1.1 R302.5.1 OPENING PROTECTION.OPENINGS FROM A PRIVATE • ALARMS SHALL BE INTERCONNECTED(R314.4) 4 - AIR BARRIER and INSULATION INSTALLATION GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED.OTHER OPENINGS • EXISTING ALARMS OR ALARMS IN EXISTING SPACES NOT BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1-3/8"IN BEING DISTURBED BY CONSTRUCTION OR ACCESSIBLE VIA 5 - CEILING GYP BD TAPED COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA THICKNESS, SOLID OR HONEYCOMB-CORE STEEL DOORS NOT LESS THAN 1-3/8"THICK,OR 20-MINUTE FIRE-RATED ATTIC,CRAWL SPACE ARE NOT REQUIRED TO BE TO WALL GYP BD DOORS, EQUIPPED WITH A SELF-CLOSING DEVICE. INTERCONNECTED(R314.4) 6 A continuous air barrier shall be installed in the • ALARMS MUST BE HARD-WIRED WITH BATTERY BACK-UP - WALL GYP BD CAULKED building envelope. Air-permeable insulation shall not be used as a sealing R302.5.2 DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING (R314.6) _ GLUED OR GASKETED General requirements Exterior thermal envelope contains a continuous air material. THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE SHEET STEEL OR OTHER • ALARMS SHALL BE LISTED UL 217(R314.1.1) 7 TO PLATE barrier. APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE GARAGE • COMBINATION CARBON MONOXIDE&SMOKE ALARMS ARE Breaks or joints in the air barrier shall be sealed. ACCEPTABLE(IFC 915.4.3)(R315.4)(R314.5) 8 - RIM JOIST GLUED,CAULKED,OR The air barrier in any dropped ceiling/soffit shall be R302.5.3 OTHER PENETRATIONS. PENETRATIONS THROUGH THE SEPARATION REQUIRED IN SECTION R302.6 SHALL BE GASKETED TO TOP PLATE aligned with the insulation and any gaps in the air The insulation in any dropped ceiling/soffit shall be PROTECTED AS REQUIRED BY SECTION R302.11, ITEM 4. 9 - Ceiling/attic barrier shall be sealed. aligned with the air barrier. CARBON MONOXIDE DETECTION CM Access openings,drop down stair or knee wall doors R302.6 DWELLING-GARAGE FIRE SEPARATION.THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. EXTERIOR SHEATHING CAULKED to unconditioned attic spaces shall be sealed. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5.ATTACHMENT OF GYPSUM BOARD SHALL COMPLY 2016 NYS SUPPLEMENT R315.1 GENERAL WALL GYP BD CAULKED GLUED OR GASKETED TO WINDOW The junction of the foundation and sill plate shall be Cavities within comers and headers of frame walls WITH TABLE R702.3.5.THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS CARBON MONOXIDE DETECTION SHALL BE PROVIDED IN OR GLUED TO WINDOW PLATE R.O. sealed. shall be insulated by completely filling the cavity with THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. ACCORDANCE WITH SECTION 915 OF THE 2015 IFC AS AMENDED R.O. PLATE a material having a thermal resistance of R-3 per inch BY THE 2016 NYS SUPPLEMENT. NYS STATE LAW: EXPANDING FOAM(MINIMAL) Walls The junction of the top plate and top of exterior walls minimum. ENTIRE PERIMETER BETWEEN shall be sealed. Exterior thermal envelope insulation for framed walls CARBON MONOXIDE DETECTION IS REQUIRED IN BUILDINGS THAT @ shall be installed in substantial contact and continuous TABLE R302.6 CONTAIN FUEL-BURNING APPLIANCES, INCLUDING FORCED-AIR UNAUTHORIZED ALTERATION OR WINDOW FRAME&R.O. alignment with the air barrier. DWELLING-GARAGE SEPARATION ADDITION TO ARCHITECTURAL Knee walls shall be sealed. Sn FURNACES&GAS OR WOOD FIREPLACES(IFC 915.1.2-915.1.4)AND The space between window/door jambs and framing SEPARATION MATERIAL IN BUILDINGS THAT HAVE AN ATTACHED PRIVATE GARAGE WITH PLANS OR SPECIFICATIONS Windows,skylights and doors and skylights and framing shall be sealed. i AN OPENING COMMUNICATING WITH THE DWELLING UNIT IFC BEARING A LICENSED ARCHITECT'S g From the residence and attics Not less than /Z-inch gypsum board or equivalent applied to the ( Rim joists Rim joists shall include the air barrier. Rim Joists shall be insulated. garage side 915.1.5) SEAL IS A VIOLATION OF PART 5 • INSTALL DIRECTLY OUTSIDE OF BEDROOMS 69.5.E OF TITLE 8 OF THE The air barrier shall be installed at any exposed edge Floor framing cavity insulation shall be installed to From habitable rooms above the garage Not less than /g inch Type X gypsum board or equivalent • INSTALL INSIDE OF BEDROOMS WHICH CONTAIN A of insulation, maintain permanent contact with the underside of the Structure(s)supporting floor/ceiling assemblies used for separation FUEL-BURNING APPLIANCE OR SERVED BY A FORCED AIR OFFICIAL COMPILATION, CODES, subfloor decking,or floor framing cavity insulation required by this section Not less than /2-inch gypsum board or equivalent FURNACE RULES AND REGULATIONS Floors(including above-garage and shall be permitted to be in contact with the top side of • ALARMS MUST BE HARD-WIRED WITH BATTERY BACK-UP IFC OF THE STATE OF NEW YORK. EXPANDING FOAM(MINIMAL)@ENTIRE cantilevered floors) sheathing,or continuous insulation installed on the Garages located less than 3 feet from a dwelling unit on the same lot Not less than e inch gypsum board within equivalent applied to the inte- PERIMETER BETWEEN WINDOW underside of floor framing and extends from the nor side of exterior walls that are within this area • BATTERY 1)(R31 W FRAME&R.O. bottom to the top of all perimeter floor framing For SI: I inch=25.4 mm,I foot=304.8 mm. BATTERY POWER 5. ACCEPTABLE IN ADDITIONS TO EXISTING BUILDINGS(IFC 915.4.1)(R315.5) WALL GYP BD CAULKED OR GLUED TO members. • ALARMS SHALL BE LISTED UL 2034(IFC 915.4.3)(R315.1.1) ARCHITECT'S SEAL&SIGNATURE: WINDOW R.O. PLATE Exposed earth in unvented crawl spaces shall be Where provided,instead of floor insulation,insulation 1. COMBINATION CARBON MONOXIDE&SMOKE ALARMS ARE Crawl Space walls covered with a Class I vapor retarder with shall be permanently attached to the crawlspace walls. ACCEPTABLE(IFC 915.4.3)(R315.4)(R314.5), ETC. EXTERIOR SHEATHING CAULKED ED A overlapping joints taped. �R RC GLUED OR GASKETED TO WINDOW y PLATE Duct shafts,utility penetrations,and flue shafts O�5 G Rgtij Shafts,penetrations opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow DETECTOR MOUNTING SD CM BOTTOM PLATE CAULKED,GLUED OR Narrow cavities cavities shall be filled by insulation that on installation GASKETED TO SUBLFLR readily conforms to the available cavity space. / 4-Its" Garage separation Air sealing shall be provided between the garage and Dead-air , minimumS�' p ^( Q,e conditioned spaces. space '9T 3805 WALL GYP BD CAULKED GLUED OR - Recessed light fixtures installed in the building Recessed light fixtures installed in the building Ceiling FOF NEB GASKETED TO PLATE Recessed lighting thermal envelope shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Batt insulation shall be cut neatly to fit around wiring Plumbing and wiring and plumbing in exterior walls,or insulation that on r ? ; installation readily conforms to available space shall } EXTERIOR SHEATHING CAULKED extend behind piping and wiring. ' GLUED OR GASKETED TO BOTTOM The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be �,. �� . ✓ ,' PLATE Shower/tub on exterior wail showers and tubs shall separate them from the insulated. SUBLFLR GLUED,CAULKED,OR showers and tubs. .% { r GASKETED TO RIM JOIST The air barrier shall be installed behind electrical or Best Electrical/ hone box on exterior walls communication boxes or air sealed boxes shall be ere 12--in. p I'lOre Never i"�� Maximum register boots that penetrate building thermal It '.' installed. here HVAC register boots c envelope shall be sealed to the subfloor or drywall. CEILING GYP BD TAPED-:::::::: APED d When required to be sealed,concealed fire sprinklers TO WALL GYP BD ° • ° shall only be sealed in a manner that is recommended � WALL GYP BD CAULKED GLUED OR Concealed sprinklers by the manufacturer.Caulking or other adhesive Acceptable .__ z, •. WA here GASKETED TO PLATE sealants shall not be used to fill voids between fire 'ELI sprinkler cover plates and walls or ceilings. t Iry i RIM JOIST GLUED,CAULKED,OR ° GASKETED TO TOP PLATE RIM JOIST GLUED,CAULKED, OR JOHN C. GRAMLICH GASKETED TO TOP PLATE ° ° UNDER STAIR PROTECTION ARCHITECT FOUNDATION WALL ACTS AS AIR R302.7 UNDER-STAIR PROTECTION. ENCLOSED ACCESSIBLE BARRIER SPACE UNDER STAIRS SHALL HAVE WALLS,UNDER-STAIR PO BOX 820 SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE YAPHANK, NY 11980 BOl?OM PLATE CAULKED,GLUED WITH 1/2-INCH GYPSUM BOARD. TEL(631)384-1752 OR GASKETED TO SUBLFLR a JCGRAMLICH@GMAIL.COM WALL GYP BD CAULKED GLUED OR ° GASKETED TO PLATE d p CLIENT INFO: SLAB ACTS AS AIR BARRIER ATTIC PULL DOWN STAIR CHRISTINE & WILLIAM a ° ._. ,.;;r• = AA1510B ALUMINUM ATTIC STAIR AS MF PAPARELLA BY WERNER ATTIC ACCESS STAIR DESIGNED TO FIT 2095 NASSAU POINT RD °. ° ° Ll R311.5.341: LANDINGS R311.5.6.2: HANDRAIL CONTINUITY "` IN OPENING 18"x24"MINIMUM FLOOR OR LANDING REQD TOP& MUST EXTEND FULL LENGTH OF STAIR& y° 250LB MAXIMUM LOAD CAPACITY CUTCHOGUE, NY 11935 °' BOTTOM OF ALL STAIRS MUST BE RETURNED OR TERMINATE IN A 4 ° 12'-0"MAX VERTICAL RISE BETWEEN NEWEL POSTS. NEWELS OR VOLUTES " SECTION R807 ° FLOORS OR LANDINGS ARE ALLOWED OVER LOWEST TREAD ' ATTIC ACCESS _ T-0"MIN WIDTH(BUT NOT LESS THAN R807.1 Attic access.Buildings with 47- STAIRWAY SERVED) R311.5.3: HEADROOM ` / i' ' combustible ceiling or roof construction shall PROJECT INFO: _ 16 ° ° 3'-0"MIN DEPTH(MEASURED DIRECTION 6'-8"MIN HEADROOM MEASURED ' y;` have an attic access opening to attic areas -� OF TRAVEL) VERTICALLY FROM SLOPED PLANE that have a vertical height of 30 inches(762 2095 NASSAU POINT RD R303.6:STAIRWAY ILLUMINATION ADJOINING TREAD NOSINGS&TO of mm)or greater over an area of not less than INTERIOR&EXTERIOR STAIRS REQUIRE LNDG FLOOR SURFACE 30 square feet(2.8 m2).The vertical height CUTCHOGUE, NY 11935 ARTIFICIAL ILLUMINATION CAPABLE OF O1 FT CANDLE MIN shall be measured from the top of the ceil-ing framin r+fix framing members members to the underside of the roof R311.5.341: LANDINGS The rough-framed opening shall be not less FLOOR OR LANDING REQD TOP& � than 22n inches b 30 inches 559 mm b 762 BOTTOM OF ALL STAIRS i 1`. Y ( Y 12'-0"MAX VERTICAL RISE f y mm)and shall be located in a hallway or PROJECT TITLE: RESIDENTIAL PRESCRIPTIVE R-VALUES INSULATION VALUES BETWEEN FLOORS OR LANDINGS ""' other location with ready access.Where PAPARELLA RESIDENCE TOP OF RUN located in a wall,the opening shall be not less ITEM VALUE FRAMING WIDTH BATT INSULATION ALLOWANCE R312.1 GUARDS , than 22 inches wide by 30 inches high(559 PROJECT DESCRIPTION: PROVIDE AT OPEN SIDES OF STAIRS mm wide by 762 mm high).Where the access CEILING R-49 2x4 3.5" R-11 (3.5) OR R-13(3.5) OR R15(3.5) R311.5.6: HANDRAILS _ Z WITH TOTAL RISE OF 30"OR MORE is located in a ceiling, minimum unobstructed NEW RESIDENCE PROVIDE HANDRAIL ON ATLEAST(1 ABOVE THE FLOOR.GUARDS SHALL BE head-room in the attic space shall be 30 FLOOR R-19 2x6 5.5" R-21 (5.5) DO NOT USE R-19 SIDE OF STAIR WITH(4)OR MORE a MIN.34"HT MEASURED VERTICALLY inches(762 mm)at some point above the PHASE: RISERS FROM TREAD NOSING access measured vertically from the bottom WOOD FRAMED WALL R-13+R5 CONTINUOUS OR R-20 2x8 7.25" R-22(6.75")OR R-19(5.5") R311.5.6.3: HANDRAIL GRIP SIZE w R311.5.6.1: HANDRAIL HEIGHT of ceiling framing members.See Section CONSTRUCTION (CD) CIRCULAR: 1-1/4"O.D. MIN&2"MAX. > 34"-38"MEASURED VERTICALLY FROM M1305.1.3 for access requirements where BASEMENT WALL R•10 CONTINUOUS OR R13 CAVITY 2x10 9.25" R-30(8.25") 31 1/2"MIN CLEAR R311.5.1:WIDTH < SLOPED PLANE ADJOINING TREAD mechanical equipment is located in attics. 31-1/2"MIN CLEAR WIDTH(1)HANDRAI&27" NOSINGS&TO LNDG FLOOR SURFACE CHECKED BY: INCEPTION DATE: MASS WALL R8/13 2x12 11.25" R-38(10.25") 4 APPLIANCES IN ATTICS CODE MIN CLEAR WIDTH BTWN(2)HANDRAILS N NOTE:TOP OF GUARD CAN SERVE AS JCG 10.07.2021 UNHEATED SLABS R-10 FOR 24"BELOW OPEN CELL FOAM R 3.7 PER/IN 4-1/2"MAX. HANDRAIL PROJECTION HANDRAIL CRAWL SPACE R-10 CONTINUOUS OR R13 CAVITY CLOSED CELL FOAM R 6.0 PER/IN R311.5.3.2:TREAD DEPTH M1305.1.2 Appliances in attics.Attics containing appli-antes shall be provided DRAWN BY: CURRENT DATE: R312.2 GUARD OPENING LIMITATION 9"MIN TREAD DEPTH(NOSE with an opening and a clear and unobstructed passageway large enough to JCG 07.13.2022 FENESTRATION 0.35 U FACTOR BALLUSTERS(OR SIMILAR)SHALL NOT TO NOSE) allow removal of the largest appliance,but not less than 30 inches(762 mm) NOTES: BOTTOM OF RUN ALLOW THE PASSAGE OF A 4"SPHERE high and 22 inches(559 mm)wide and not more than 20 feet(6096 mm)long SKYIGHTS 0.55 U-FACTOR • DO NOT COMPRESS FIBERGLASS INSULATION.COMPRESSING R311.5.3.3:PROFILE R311.5.3.1: RISER HEIGHT measured along the centerline of the passageway from the opening to the DRAWING TITLE: FIBERGLASS INSULATION WILL REDUCE THE R-VALUE. 36"MIN WIDTH R311.5.1:WIDTH NOSING NOT LESS THAN 3/4" 1 8-1/4"MAX HEIGHT appliance.The passageway shall have continuous solid flooring in actor-dance SHGC 0.40 • ALL ICYNENE PRODUCTS MUST BE INSTALLED BY A LICENSED 36"MIN CLEAR WIDTH BUT NO MORE THAN 1-1/4" with Chapter 5 not less than 24 inches(610 mm)wide.A level service space ENERGY & CODE ...ENE INSTALLER not less than 30 inches(762 mm)deep and 30 inches(762 mm)wide shall be CRITERIA NOTES: ALL PRESCRIPTIVE VALUES ARE BASED ON CHAPTER 4 OF THE present along all sides of the appliance where access is required.The clear 2015 IECC.TABLES R402.1.2&R402.1.4 access opening dimensions shall be not less than of 20 inches by 30 inches (508 mm by 762 mm),and large enough to allow removal of the largest ENERGY CODE & H.E.R.S. RATER appliance. SHEET NO: Exceptions: PROJECT MUST COMPLY WITH THE PRESCIPTIVE MINIMUMS(SEE CHART)AS WELL AIR SEALING &THE LIKE(SEE CHARTS&DETAILS). LOCAL GOVERNMENT MAY 1. The passageway and level service space are not required where the REQUIRE THE USE OF A HERS RATER OR SIMILAR SERVICE.OWNER&/OR CONTRACTOR MUST DETERMINE&SATISFY ALL LOCAL GOVERNMENT REQUIREMENTS. appliance can be serviced and removed through the required opening. WHERE A HERS RATER OR RESCHECK OR SIMILAR REPORT EXISTS,GC MUST COMPLY WITH THE INSULATION SPECIFICATION THEREIN SD-1 STAIR CODE DETAIL 2. Where the passageway is unobstructed and not less than 6 feelt(1829 mm)high and 22 inches(559 mm) wide for its entire length,the passageway shall be not more thain 50 feet (15 250 mm)long. FILE LOCATION. PLI E uD E REVISIONS: NO. DATE DESCRIPTION 2095 CUTCHOGUE Ku CUTCHOGUE , NY 11935 1 - 2 - 3 - 4 -- — — — — — — — — "' — — — 4''� — — — — — — — _ _ _ -qt O e(S P ° .p S'. p ° 4 •Cb�4 J a1'J�1.4 •'� U ✓ b� LL° - CODE COMPLIANT POOL FENCE /� 5 - a1° p ° P ^ — � � d y e+ d �y e+ d � w � p d � °° � � e+ J O V J • --------- ---- --------- --------- s - b - ti p ti �q 0 o �.: _ 0 6 - - -- - - III ►II--�II FII --iII II --�II II SANITARY LINE I ` ` i �- ` I I FENCE ENCLOSURE Ou--� JQ POOL ----- ---- ----- ------- W/PLANT SCREENIN 0 J lBACKWA SOz --------- --------- ------------- FOREQUIP d I I , O ---------- --------- O - N a SUBSURFACE SANITARY SYSTEM �% ° SUBSURFACE SANITARY SYST M X 0 \�� A/C A/C A/C G NERATO Lu I z 9 — — — — — — — — r----------+ r---------- r----------+ r---------- I 0 zi - Y. E. I I---1 I---1 1---1 1--J i I N I I I I 1 I I I I ° ° r---- o ; ow - - ' -�._ ----d '� E w MI - - - - J L - - - - ---------- ' --- --------- --------- ! _ I— - w HOUSE �-O g LKHEA 0 t - - -r_r_-- 28_2 ____---'T- - - - I � -_ S D NYS STATE LAW: FLR r UNAUTHORIZED ALTERATION OR ADDITRAL 50.01 P TIO TO BULK PLANS OR SPECIFICATIOON TO NS HEAD CATIONS BEARING A LICENSED ARCHITECT'S SEAL IS A VIOLATION OF PART w I 69.5.B OF TITLE$ OF THE I'. OFFICIAL COMPILATION, CODES,- GARAGE co 13.01STiFLR RULES AND REGULATIONS 11.0 SLA "v I OF THE STATE OF NEW YORK. I J T _ _ � MEIN HOUSE TO ULKH u f / " I .� EAD ARCHITECT'S SEAL & SIGNATURE: - - - -- - - -- -- - - -- - - - --J -- -- - - -� ST FLR 11.ODRIV - --- ------ I r I o r _ _J _ — ' j w ��RED aA�y -- I i�IMCL p a 11.0 WAL .67,PAT 13.0 1ST FLR ir- i z DRAIN AWAY FROM GARAGE 0.3 DRIV 0i I N - r S I a 1 s��. 03805, Q� TI °o I aI � N i M � cn FdF NE`N 9.0 GRADE -- o -7 / - `° Y II - V 460 Al tr I rt� — 2 f ts' q � - 65.4' EXIS 'G I _ � TO BULK I I SUBSURFACE PR - SYSTEM _ .— i � -- _ ': /�� -----------� ----�- FLRDEC ------- � I ��• 2ND p 1000gal PROPANE TO BULKHEAD ! - E1/-I{ H$d-SET // -- �•. '`�..."�:�,... EAD --------------- -------I I ST & 2ND FLR zLL I U 1iw W 1 J I Li 00 I I O p (n _ - _�'-" _ - _ _ _ --I/- _ _ a JOHN C. GRAMLICH O O a O I— 28.2 J 75.5' Q ARCHITECT J V J N 0.0 DRIV N o M F- EXIST'G PO Box 820 O co X U YAPHANK, NY 11980 �.3��'' O r W 0 O R TEL 631 384-1752 9 �a' ti , � b 't CODE COMPLIANT POOL FENCE v JCGRAMLICH@GMAIL.COM CLIENT INFO: CHRISTINE & WILLIAM 2 PARTIAL SITE PLAN PAPARELLA 2095 NASSAU POINT RD CUTCHOGUE, NY 11935 PROPANE TANK 1. PROVIDE BELOW GROUND TANK-REFER TO SITE PLAN FOR LOCATION&SIZE . - 2. THE MINIMUM DISTANCE FROM THE OPENING OF A BUILDING I "aP` a � aaa j N PROJECT INFO: IS 10 FEET 3. THE MINIMUM DISTANCE FROM ANY SOURCE OF IGNITION IS 1 1 2095 NASSAU POINT RD 10 FEET 1 1 - CUTCHOGUE, NY 11935 - ---------------------------- 4. TANK SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL, ----------------------------- -- --- ---- STATE&FEDERAL LAWS. - ILLIT 5. ENGINEERED DRAWINGS SHALL BE PROVIDED TO THE ARCHITECT FOR REVIEW. s-i- 6. TANK LOCATION SHALL BE MARKED(OR STAKED OUT)IN THE _ PROJECT TITLE: FIELD FOR INSPECTION PRIOR TO INSTALLATION. i PAPARELLA RESIDENCE PROJECT DESCRIPTION: _________I � NEW RESIDENCE 1 PHASE: a 'E i CONSTRUCTION (CD) ' LOT AREA CALCULATIONS CHECKED BY: INCEPTION DATE: /, ! JCG 10.07.2021 —�- - -{ t LOT SIZE 35,565.4 SF DRAWN BY: CURRENT DATE: 1 ------------------ ------ -- --------- ------- — -----------� t 71 MAXIMUM L COVERAGE @20% 7,113 SF JCG 07 13 2022 i i I-=------------ ---- / t i HOUSE&GARAGE 4,332 SF DRAWING TITLE: f COVERED FRONT PORCH 384 SF 1 / COVERED REAR PATIO 514 SF SITE PLAN — 10 ^ COVERED SIDE PORCH 52 SF POOL 308 SF SHEET NO: TOTAL 5,590 SF VERALL�Sl�TE�PL�AN�. POOL PATIO 964 SF IL ■ FILE LOCATION: A D E H A-3. REVISIONS: NO. DATE DESCRIPTION 1 - 2 - 3 4 - 5 - - - - r- -- - - - -� - - — 6 I I- - - - - I III - - - - - I SANITARY LINE ENTERS THE I 7 BUILDING UNDER THE SLAB I $ _ HERE I I I I I 1 1 L I I � l NYS STATE LAW: I F A-3• UNAUTHORIZED ALTERATION OR ADDITION TO ARCHITECTURAL Garage I PLANS OR SPECIFICATIONS Slab on I I I I I 1 BEARING A LICENSED ARCHITECT'S Grade I Slabs on Grade L —_ —_ - — —_ —_ _— —_ - I Slab on Grade Slab on Grade Slab on Grade SEAL IS A VIOLATION OF PART 69.5.E OF TITLE 8 OF THE OFFICIAL COMPILATION, CODES, RULES AND REGULATIONS L I I = OFT E STATE OF NEW YORK. I I I I II F- - - - - - - - - - -� rl L—__ - - - __ -J ARCHITECT'S SEAL&SIGNATURE: I I � SANITARY L NE ENTERS THE BASEMENT EIRE I I III, (Sj, u� 9T 038051 Q` II II F OF IN � 7 II II -J t J� i I I G w, A D E -3.3 1 II II II II El -3.0 -3.1 -3.1 II F — — — — � I I I I I I PERIMETER FRAMED WALLS BW J C L ri -� REFER TO DETAIL BW6 SHEET A-1.0 4E T J J Unfinished Basement Ak , ` ' ' C "MIN THICKNESS GYPSUM I I FF CEILING UNDER ALL FLOOR JOISTS DRAFTSOPPING FD02 JOHN C. GRAMLICH G PROVIDE J"GYPSUM WALL BOARD OVER ENTIRE ARCHITECT LENGHT OF A SINGLE O.W.TRUSS-3 PASSAGE OF SMOKE @10'-0"IINTERVAOLS.SEE DCKING ETAIL MECHANICAL ROOM PO BOX 820 I I I I F002,SHEET A-5.0 PROVIDE MAKE-UP AIR IN ACCORDANCE W/BTU OF EXIST'G I I INSTALLED APPLIANCE&IN ACCORDANCE WITH IRC CHAPTER 17& A K, N-1 11980 � � TEL(631)384-1752 NFPA 31. FIELD VERIFY •• USING INSIDE AIR: LJCGRAMLICH@GMAIL.COM 1 SQ.IN.SHALL BE PROVIDED/1000 BTU/HR. EACH OPENING. _ OPENINGS SHALL NOT BE LESS THAN 100 SQ.IN.ONE _ OPENING SHALL BE PROVIDED WITHIN 12"OF THE CEILING T - CLIENT INFO: AND WITHIN 12"ABOVE FINISHED FLOOR, NO COMMON UPI $p� CHRISTINE & WILLIAM DUCTS. 15R •• USING OUTSIDE AIR: -=,1 CC. — — — — — — — — PAPARELLA HORIZONTAL OPENINGS 1 SQ. IN./2000 BTU/HR. FOR DUCTED OPENING ILL _ _ - -�- - - 1- _ -�_ _ _ _ 2095 NASSAU POINT RD 1 SQ. IN./4000 BTU/HR. FOR DIRECT OPENING LT - - - - - VERTICAL OPENINGS CUTCHOGUE, NY 11935 1 SQ. IN./4000 BTU DUCTED OR DIRECT - Jl •EXIST'G WALL MUST BE 5/8 TYPE'X'GYP BD INTERIOR SIDE OF CM SD WALL OF MECH RM&1/2"GYP BD ON OPPOSITE SIDE OF WALL. FIELD VERIFY C'3 3�6� PROJECT INFO: 2095 NASSAU POINT RD CUTCHOGUE, NY 11935 K19'-9" - - - - - - 20'-9" ^KII -3.3 A-3. F.J.'S Mech & Elec Rm I I HVAC UNIT PROJECT TITLE: }"MIN THICKNESS GYPSUM I I lu I CEILING UNDER ALL FLOOR JOISTS I I PAPARELLA RESIDENCE TIP BEAMS,SOFFITS DIRECT VENT APPLIANCES &PROJECTIONS 5/8 TYPE'X'GYPSUM FOUNDATION DRAINAGE PROVIDE VENTING&MAKE-UP PROJECT DESCRIPTION: - rWALL BD @CLG AIR.MAINTAIN CLEARANCES PER I PROVIDE SUMP PUMP WITH CODE&MAINCLEFG IRANCES I ( FOUNDATION DRAIN.DESIGN BY NEW RESIDENCE 518 TYPE'X'GYPSUM WALL BD. INSTALL I OTHERS TIGHT TO FND WALL&NOTCH AROUND PHASE: EA STUD.SEAL ALL JOINTS WITH L DTANK APPROVED FIRE-RATED FOAM CPSMPCONSTRUCTION (CDO U TANKLESS MP _ r I ELEC PANEL ELEC PAN BOILER _ 2x4@16 O.C.STUD WALL w/R13 - (- ___ �- CHECKED BY: INCEPTION DATE: OP z BATT(VAPOR BARRIER WARM SIDE) �i- - - - - - - - _ - - - - - - - - �_- - - J I- JCG 10.07.2021 &5/8"TYPE'X'GYPSUM WALL BID F- L J ELECTRIC LINE PROPANE LINE WATER SUPPLY MAIN _ W.S. SD- DRAWN BY: CURRENT DATE: z ENTERS THE ENTERS THE LINE ENTERS THE UP g FOUNDATION WALL BASEMENT HERE BASEMENT HERE BASEMENT HERE LCC- O 9R7 JCG 07.13.2022 TREATED BOTTOM PLATE DRAWING TITLE: CONC SLAB 7'-0" T-O" BASEMENT FLOOR FOOTING PLAN H SHEET NO: [:BUv_l FINISHED BASEMENT WALL DETAILBASEMENT PLAN A 1 FILE LOCATION: (A D E H k-3.0 -3.1 119'-0" REVISIONS: 41'-8" 42'-8" 34'-8" NO. DATE DESCRIPTION 2'-0" 39'-8. 10'-0" 12'-8" T-8" 12'-1 22'-4" 12'-4" 01 1 - T-6° 6'-10" 8'-2" 5'-2" 6'-6" 6'-2" 3'-10" 3'-10" 6'-2" 6'-2" 14'-5" T-11 2'-6" 3'-6" 3'-6" 2'-10" 2 _ 16"x16"DECORATIVE — — BLUESTONE CONTINUES COLUMN CUT INTO 3 - W 11 W110 _ _ CORNER W 08 W1 6 ALONG WIN OW WALL ---- W109 q W107 I I - -CovereJ-- O o m O o I I L_ _ _ - - ---- ----- --� - LUESTONE 5 I i Porch "' 0 DW - 1'0" 3'-0" 3'-0 - 3'0" 0" r_ --- - _- ---- - 0 0 BLUESTONE I ---- -- -- --- - --- ---- N 6 I I o 13-4" 12'2" ED a 0"- 12'2" V-2" I I 20'- 0" 17-0" M 4" 4" 7 - Apo 00o - 12"D INEN CAB 2'0" 5'-9" 10'-0" 3'-3" III I 9 L Bedrm-7 Bedrm-6 -- -J _____ I _ cOo o E- ------------------- 2 8" I ISLAND I 1 1 I - o I I I I 3 NYS STATE LAW: m ; b Kitchen ; ; I Breakfast I ---- -- T I REFER TO NOTES I o v UNAUTHORIZED ALTERATION OR ---- - Bath-8 - "KITCHEN DESIGN" i i o ADDITION TO ARCHITECTURAL N rI __ _ i ------ i PLANS OR SPECIFICATIONS XJ �� I ---- ��, I I I po p ? I I I I I BEARING A LICENSED ARCHITECT'S X L------ - ---- - - 3-Car Garage �(1 `� I ---- -- opp El 0o SD i SD �o j J I I I SEAL IS A VIOLATION OF PART PROVIDE 5/8"TYPE'X' V (j I --- - ti I I 69.5.E OF TITLE$ OF THE GYP BD AT GARAGE _- -_ D w I I � OFFICIAL COMPILATION CODES CEILING&ALL DEMISING �' — — — n O Lndry-1 M w RULES AND REGULATIONS WALLS INDICATED BY 1'0" 3'2^ 3'-0" 4" 4'-0^ T-0" 4'-0" --- I I i Z OF THE STATE OF NEW YORK. �--=—� I o L Rear Stair N I Iz zl I O I Iz Ito I I Z �� Oo U o n p� o a `� o ARCHITECTS SEAL & SIGNATURE: DN DIN "� CM SD Ito Hall M of I M '� I to M I� CM SD I I w 2R 1 R I 1000 iLi cool I sD I I M M 3'o" 3'-0° _ ED E OF BALCONY ABOVE _ -- - ----- 4 I l r- ----------------- 4 -! W11 W114 ! O _� BLUESTONE W105 105A D103 I 16"x16"DECORA IVE N ( _A COLUN7N&SIRUGTU._I H III 9'-0"11.O.H. DOOR '- ' L x Pnt - ====__, POST WI HIN II f I I 0'x8'-0"O.H. DO R I I 9'-0"x8'-0"O.H. DOQR I I , � r� 3805 IJ L i U LI 'll ®I I ® II -----------�..�.... I l i o J Guest/Office ~ -mot -.---- ______._. _.__...__ l i i 9j 0 1 Q` II II II II - - — — — - — - - r-� -� 1— I I I u i F OJ'+NEB L_r L-J' L-J o II -3.3 3'-0" 9'-0" 2'-0" 9'-0" 2'-0" 9'-0" 5'-4" Ir 18'-0" 6-2" @ 39'-4" '-8" 15'8" 5'8" �' 4' 2'10" 2'10" 4'- -0" 5'4" 16'-2" 12'4" I I A 10"I' 3" V-3.70 -3.1 -3.1 r Living Rm _ PWdrr" o Open to Above N s ¢ i L CI �8 Foyer Cl ° - -' I DN' o .�_ m III Covered w gR - - r=�' \ CD o BLUESTON 11 w ®� pp0 pp0 II III 1'4" 11'4" I 2" I 6'-7" 18 S" S-7" " o II ol Cc -�-- Z1 II I IZ Foyer =I II III 10 ' o I Covered w G I DN Porch Open to Above o�ol Ili I o = 3R x x m "H H I iRA[ JOHN C. GRAMLICH BLUESTONE c 6'11 4'-1" T-5" �I " "I 1L___ --_ ARCHITECT I1°0 16" 16"DECORA IVEn -- -- - •- - - J__COLUMN_&-STRUCTUI�P,L-. " I ------ -- I L EDGE OF BALCONY ABOVE t POSTWIIIHIN r 1 - y -BLUEST'ONE PO BOX820 I 1 I I ---T-7" YAPHANK, NY 11980 v I 36 H GUARD&HANDR IL ___ o in RAJ TEL(631)384-1752 WALL TYPES KITCHEN DESIGN o II I JCGRAMLICH@GMAIL.COM = Oo DIRECT VENT 2-SIDED GAS FIREPLACE Ln II I —I DN o CM SD • REFER TO WALL TYPES FOR ACTUAL MATERIAL MAKE UP& KITCHEN DESIGN ON THESE PLANS IS CONCEPTUAL ONLY. SD- I �' 15R 3 li CLIENT INFO: r=1 M OVERALL THICKNESS OF WALLS. I I I I � 1 1 I I I I I REFER TO NOTES --- -- -- e II " " OWNER MUST WORK WITH A KITCHEN DESIGNER/FABRICATOR I �_� i /I � � PREFAB FIREPLACE � i (' I i I CHRISTINE He WILLIAM • WALLS DIMENSIONED ON PLANS AS 4"ARE 2x4 FRAMED WALLS TO DESIGN ACTUAL CABINETRY&COUNTER TYPES&SIZES. °' _ PAPARE LLA • WALLS DIMENSIONED ON PLANS AS 6"ARE 2x6 FRAMED WALLS KITCHEN DESIGNER MUST STAY WITHIN THE DIMENSIONAL L-� _ (2)3080 BIFOLD " " I " II "I SD IRECT VENT 2-SIDED A I LA E • - --- 2'- '' O' 14'-2" 6'-0" 1'- 6'-0" 6 4 6'0" __- I __.. 12 4 I 5 10 2095 NASSAU POINT RD BOUNDARIES&PLACEMENT OF STOVE. NO DEVIATIONS � _ WITHOUT THE ARCHITECTS APPROVAL 00 = 11 ti Jr.M.Clos CUTCHOGUE, NY 11935 i DNI I I I I • KITCHEN DESIGNER/OWNER MUST INFORM THE ARCHITECT& G 1 - I ! 6R 1 FINISHES BY OTHERS GC OF ANY UNUSUAL DESIGNS PARTICULARLY THOSE THAT -3 2 COULD HAVE AN ADVERSE EFFECT ON THE STRUCTURAL ! l ALL FINISHES ARE SELECTED BY OWNER or OWNER'S FLOOR SYSTEM-SUCH AS CONCRETE COUNTERS OR ANY REPRESENTATIVE U.N.O.ON THE PLANS'. FINISHES ARE INCLUSIVE ATYPICAL HEAVY CONSTRUCTION OR APPLIANCES ' I Ii PROJECT INFO: JCover d ! I OF BUT NOT LIMITED TO: - _i li 2095 NASSAU POINT RD —Raised-Patio--- • FLOORS:CARPET,TILE,WOOD FINISHES, ETC K N BLUESTONE ! CUTCHOGUE, NY 11935 • WALLS: PAINT,COLOR A- • CEILINGS: PAINT, COLOR,SUSPENDED GRIDS 4 -3.3 oo Jr.M.Suite • MOULDINGS&CASINGS:COLOR&TYPE v o Family Rm N • MILLWORK: DESIGN,STYLE,COLOR, MATERIALS • DOORS:COLOR,STYLE, HARDWARE COLOR&STYLE I—� • KITCHEN CABINETS,COUNTERS c w y H I • APPLIANCES - o o I PROJECT TITLE: • PLUMBING FIXTURES:TOILETS, BATHS,SHOWERS,SINKS, ETC PREFAB FIREPLACE �j N _ w • PLUMBING ACCESSORIES: FAUCETS,TOWEL RACKS&THE � PAPARELLA RESIDENCE J LIKE GC SHALL PROVIDE&INSTALL FIREPLACE AS NOTED ON THE PLANS. E rn I rn °° "H HA RA PROJECT DESCRIPTION: FIREPLACE SHALL BE MANUFACTURED BY(OR APPROVED f Jr.M.Bath 16" 16"DECORATIVE NOTES ALTERNATE): _� --- - --- NEW RESIDENCE CL-1 Ty COLUMf &STRUCIURAL� r- _ - ( POST WITHIN 8LUEST'ONE PHASE: 2' i 9REPLACES � 36"H UARDRAIL STAIRS INDICATED BY ARCHITECT ARE CONCEPTUAL.ACTUAL L=J' 2a°D SEAT h pSTAIRS PE Ruper'oIOR lrfireplaces.us.com/ ® II -I--i---- I __- —--_(———+ ---- - ----- STAIRS SHALL BE DESIGNED/CONSTRUCTED BY OTHERS IN I �-�I II i T CONSTRUCTION (CD) ACCORDANCE WITH NYS BUILDING CODE. FACTORY-BUILT FIREPLACE SHALL BE INSTALLED IN ACCORDANCE u _i_ ___-WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND NYS L=J' W 02 W 03 CHECKED BY: INCEPTION DATE: DIMENSIONS CODE.SECTION R1004 `�_�j '/ \ I CD_ Irl IDN JCG 10.07.2021 SCALE OF DRAWINGS. e FIGURE DIMENSIONS TO SUPERSEDE ACTUALINSTALLATION MANUAL FOR THE FIREPLACE TO BE ON SITE FOR THE FIRE BLOCKING BUILDING INSPECTOR — DRAWNCURRENT DATE: PROVIDE FIRE STOPPING AS REQUIRED. REFER TO SHEET GN-1 FOR 17'3" 6'7" 2'10" 13'10" 2-10" JCG 07.13,2022 CODE REQUIREMENTS ALL CONNECTIONS MUST BE PERFORMED BY QUALIFIED&LICENSED PROFESSIONALS HAVING EXPERIENCE WITH FIREPLACE N DRAFT STOPPING INSTALLATION-INCLUDING GAS, ELECTRICAL,&VENTING 26'-8" 16'-8" DRAWING TITLE: PROVIDE FIRE STOPPING AS REQUIRED.REFER TO SHEET GN-1 FOR 43'-4" 1ST FLOOR CODE REQUIREMENTS ALL WALLS, ENCLOSURES, MATERIALS MUST MAINTAIN THE MINIMUM CLEARANCES&MATERIAL RESTRICTIONS REQUIRED BY CODE. III II IIII „I,, CONSTRUCTION PLAN SLIP RESISTAN WALKING SURFACES 111 J H OWNER/GC MUST PROVIDE SPECS OF ACTUAL FIREPLACE IN THE ARCHITECT DOES 140T SELECT FLOORING OR WALKING SURFACE III III -3.3 A-3. FORM OF SHOP DRAWINGS DEPICTING THE DESIGN,WEIGHT,SIZE, IIII MATERIALS&CANNOT BE HELD RESPONSIBLE FOR SUCH ITEMS ETC OF FIREPLACE FOR THE ARCHITECT'S REVIEW.ADDITIONAL 'll SHEET NO: BEING SLIP RESISTANT.ARCHITECT RECOMMENDS THAT ALL LOADING AND THE LIKE MUST BE ACCOMMODATED PRIOR TO WALKING SURFACES BE OF A TEXTURE TO PROVIDE A SAFE PATH OF l TRAVEL INSTALLATION. FIRST FLOOR PLAN FILE LOCATION: A B C D E H REVISIONS: ��-3.0 -3.0 -3.0 -3.1 -3.1 A-3. 119'-01, NO. DATE DESCRIPTION 38'-4" 13'-4" 32'-8" 22'-4" 1 _ 2'-0" 36'-4" 12'-8" T-8- 12'-4" 2 _ 7'-6- 22'-0 6'-10" T-0" 6'-10" Tf 6'-6" 6'-2" 3'-10" TAT 6'-2" 6'-2" 3'-8" 18'-8" 3 - 4 — W215 — W214 — W213 W 09 W 07 5 _ — o W 12 W 11 W210 W208 j 6 _ I o El ----- o a o � I - I I - I Bath-2 4- "' I I 13'-0" o T-0- 12-10 6'-0" T-0" 12'-2" T-0" 12'2" 5'0" I I 16'4" ( $ - -1 a " DEEP PLANT SHELF .111 Bath-4/5 ® _ 4- 4- 4" 4" � I 11 9 _ I � c 77� - _------------ 12"D Bedrm-10 Bedrm-9 Bedrm-2 Bedrm-5 Bedrm-4 M q o i 1 M NYS STATE LAW: r2 N 4 a - � FX '� i I ; A-3' UNAUTHORIZED ALTERATION OR Z _ Storage SD i I I ADDITION TO ARCHITECTURAL N ; PLANS OR SPECIFICATIONS - BEARING A LICENSED ARCHITECT'S LC SD — — — - - - _ --- --- I // \\ I I I I ( i 69 5.B OF L IS AVIOLATION TOLE TIOF OF PART _ —I- - - I- - - -1- - - OFFICIAL COMPILATION, CODES, RULES AND REGULATIONS D w OF THE STATE OF NEW YORK. I z CD 36"HGUARDRAI I / ' IN _ _ F7H ( I o III � �I `� ( f + ARCHITECT'S SEAL&SIGNATURE: 0 6-8" 4'-4" 5'8" 1'- (cqv 1'-0" 2'-8" T-0" 8'-6- 8'-10" T-6" 6'-0" 7'0" 1'-0" 4'-0" 3'-6" 3'6" 4'-0" 1'8" 6'6" q^ Hall q, - CM SD � 4" � � - > I I r�ED AA — i l o I I M Hall I I M I I M I I CM SD 4 Balcony 4 N E �y I I n Attic I SD I I i t sD I I I I � R'�M 4 I 36"H GUARDRAIL _ �O j I I I w o w221 sD _ W I 24"D SEAT 16"D SHELVES 16"D SHELVES r J I C IOS JIJ l�� 111 r-i r, I I — I W 19 OoF 05� P _ _ , , Bedrm-3 _ ! NE - N V N m I o i V_ - - J L J LJ L J -3.3 Bath-3 ' 0 3'-T 5'-2" 8'-2- 8'-2" 6-2" 4'-6- 6'-2" N M I o, Ej 1 ' 11 G Z-0" 8'4' 16'-4" 9'-8" 26'-0" 14'-0" " 5'-0" 5-4' 16'-4" �-- 0" 3 '-4" 3'0" e. 23'-0" ® i I I A-3. -3.0 ;o D N 1 c x o M N I Q fND F7 Bala n I I Open to Below a p SECOND FLOOR PLAN - N EIDe6 , „ _ I �Dedl� i � I 1 I I SCALE . 1/4 - 1 - 0 -�. Ecr I CODECKITE in - - --j JOHN C. GRAMLICH G o Open to Below �; I ARCHITECT -3. M PO BOX 820 00 N I O Q I M YAPHANK, NY 11980 - ---- ( TEL(631)384-1752 - - ---- - WALL TYPES KITCHEN DESIGN N -- 36"HGUARDRAIL JCGRAMLICH@GMAIL.COM -� ' 36'H GUA RD&HANDRAIL __- ___ Q d • REFER TO WALL TYPES FOR ACTUAL MATERIAL MAKE UP& . KITCHEN DESIGN ON THESE PLANS IS CONCEPTUAL ONLY. CLIENT INFO: OVERALL THICKNESS OF WALLS. I < = Balcony `° • OWNER MUST WORK WITH A KITCHEN DESIGNER/FABRICATOR I �o ia� M o I CHRlSTI N E & WI LLIAM • WALLS DIMENSIONED ON PLANS AS 4"ARE 2x4 FRAMED WALLS TO DESIGN ACTUAL CABINETRY&COUNTER TYPES&SIZES. "' I = SD- M cM sD ! PAPARELLA • WALLS DIMENSIONED ON PLANS AS 6"ARE 2x6 FRAMED WALLS I E I CC- DBL WALL N W L S KITCHEN DESIGNER MUST STAY WITHIN THE DIMENSIONAL BOUNDARIES&PLACEMENT OF STOVE. NO DEVIATIONS — — — — I 2095 NASSAU POINT RD WITHOUT THE ARCHITECTS APPROVAL — — — REFER TO NOTES I I CUTCHOGUE, NY 11935 ®° "PREFAB FIREPLACE" a N • KITCHEN DESIGNER/OWNER MUST INFORM THE ARCHITECT& V CABINET --------------� CA ET I F I N I S H E'S BY OTHERS GC OF ANY UNUSUAL DESIGNS PARTICULARLY THOSE THAT F- o N q `r CI DIRECT VENT GAS FIREPLACE j COULD HAVE AN ADVERSE EFFECT ON THE STRUCTURAL a 8'8" 8'0" - 2' _ 4-L. 6-0" 2'-0" 12'-4" 2'-0° �'-b" ALL FINISHES ARE SELECTED BY OWNER or OWNER'S FLOOR SYSTEM-SUCH AS CONCRETE COUNTERS OR ANY G1 REPRESENTATIVE U.N.O.ON THE PLANS. FINISHES ARE INCLUSIVE ATYPICAL HEAVY CONSTRUCTION OR APPLIANCES CIOs I ail PROJECT INFO: OF BUT NOT LIMITED TO: -3 2 M.Suite I • FLOORS: CARPET,TILE,WOOD FINISHES, ETC " 1 a 2095 NASSAU POINT RD • WALLS: PAINT,COLOR - SD I CLG /� I ' CUTCHOGUE, NY 11935 N CATHEDRAL chi • CEILINGS: PAINT,COLOR,SUSPENDED GRIDS I I N • MOULDINGS&CASINGS:COLOR&TYPE ITI/• MILLWORK: DESIGN,STYLE,COLOR,MATERIALS K — ,"FA "INTERIOR RIDGE — — I M.Hall ap I I I — — — — — — — "FAUX"INTERIOR RIDGE K • DOORS:COLOR,STYLE, HARDWARE COLOR&STYLE -3.3 M M M.Bath i j A-3. o M \ • KITCHEN CABINETS,COUNTERS � o CATHEDRAL I • APPLIANCES Q M CLG PROJECT TITLE: • PLUMBING FIXTURES:TOILETS, BATHS,SHOWERS,SINKS, ETC PREFAB FIREPLACE I i j • PLUMBING ACCESSORIES: FAUCETS,TOWEL RACKS&THE o I I c ; PAPARELLA RESIDENCE LIKE GC SHALL PROVIDE&INSTALL FIREPLACE AS NOTED ON THE PLANS. \ I PROJECT DESCRIPTION: FIREPLACE SHALL BE MANUFACTURED BY(OR APPROVED 9 v I I I NEW RESIDENCE NOTES ALTERNATE): ate, CIOS b " I41 I I PHASE: STAIRS SUPERIOR FIREPLACES N I 5'4" 5'4" 5'6" T 8" 1'8" https://superiorfireplaces.us.coml I I N CONSTRUCTION (CD) STAIRS INDICATED BY ARCHITECT ARE CONCEPTUAL.ACTUAL ii STAIRS SHALL 13E DESIGNED/CONSTRUCTED BY OTHERS IN FACTORY-BUILT FIREPLACE SHALL BE INSTALLED IN ACCORDANCE ACCORDANCE INITH NYS BUILDING CODE. WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND NYS I / �_ _I_ -(_ CHECKED BY: INCEPTION DATE: DIMENSIONS CODE.SECTION R1004 I W204 205 JCG 10.07.2021 FIGURE DIMENSIONS TO SUPERSEDE ACTUAL SCALE OF DRAWINGS. INSTALLATION MANUAL FOR THE FIREPLACE TO BE ON SITE FOR THE FIRE BLOCKING BUILDING INSPECTOR W202 W203 DRAWN BY: CURRENT DATE: PROVIDE FIRE STOPPING AS REQUIRED. REFER TO SHEET GN-1 FOR ALL CONNECTIONS MUST BE PERFORMED BY QUALIFIED&LICENSED JCG 07.13.2022 CODE REQUIREMENTS PROFESSIONALS HAVING EXPERIENCE WITH FIREPLACE DRAFT STOPPING INSTALLATION-INCLUDING GAS, ELECTRICAL,&VENTING N DRAWING TITLE: PROVIDE FIRE STOPPING AS REQUIRED. REFER TO SHEET GN-1 FOR ALL WALLS, ENCLOSURES, MATERIALS MUST MAINTAIN THE MINIMUM 2N D FLOOR CODE REQUIREMENTS �� ; 1'-0" 25'-8" CLEARANCES&MATERIAL RESTRICTIONS REQUIRED BY CODE. CONSTRUCTION PLAN I' 26'-8" 16'-8" SLIP RESISTAN WALKING SURFACES OWNER/GC MUST PROVIDE SPECS OF ACTUAL FIREPLACE IN THE �' ARCHITECT DOES NOT SELECT FLOORING OR WALKING SURFACE 43'-4" MATERIALS&CANNOT BE HELD RESPONSIBLE FOR SUCH ITEMS FORM OF SHOP DRAWINGS DEPICTING THE DESIGN,WEIGHT,SIZE, „i J BEING SLIP RESISTANT.ARCHITECT RECOMMENDS THAT ALL ETC OF FIREPLACE FOR THE ARCHITECT'S REVIEW.ADDITIONAL '"y J H SHEET NO: WALKING SURFACES BE OF A TEXTURE TO PROVIDE A SAFE PATH OF LOADING AND THE LIKE MUST BE ACCOMMODATED PRIOR TO TRAVEL INSTALLATION. AM FILE LOCATION: -3.0 -3.1 A-3 REVISIONS: NO. DATE DESCRIPTION 7:12 w 7:12 7:12 w 7:12 2(D CN L-i F__ — — — — — — — — — — — — —— -- ER 1 7— u F F_ 7L F — — — — — — — — — — — — — — — — — — — E A5 7 1 F_ Ii II I ii i i Ll L 6IL il LF II II II Tl w 7:12 I 8 F-1 I (D L — — — — 0 F-r F_ ty- I I F_ — — — — II 1 I 04 II I I 1 04 1 j 7 L RID C E F 04 04 04 NYS STATE LAW: RIDGE RIDGE UNAUTHORIZED ALTERATION OR RIDGE RIDGE L — — — — — — — — -J RIDGE L — — — — — — — — N ADDITION TO ARCHITECTURAL IDG R t E C\14 _ _ _ _1 PLANS OR SPECIFICATIONS 04 '7 r.-I BEARING A LICENSED ARCHITECT'S L �] i i I I i I c\I E: C14 cq F SEAL IS A VIOLATION OF PART LO LO 69.5.13 OF TITLE 8 OF THE I I I I I F �FL OFFICIAL COMPILATION, CODES, L - - - - - - - - - L _ _ - - - - - _ -- J I L - - - - I L _ JJ RULES AND REGULATIONS Z_ F L L- - - - - --j L — — — — — — -J OF THE STATE OF NEWYORK. L — — — — — — — — — — — — — — — — — — — — — — — — — 40 7 __j L — — — — — — — — — - Li — — — — — — — — — — -- 7:12 0 w 7:12 ARCHITECT'S SEAL & SIGNATURE: Ll 12:12 w 12:12 0 <==3 0 0 =0 F vkED AR — — — — — — — — — — — — — 01 K F?.j — — _F� -1 F� L LII 11 1 E: --i-t- i--j F _LL I L _J 038051 -3.3 F1 G A B C D E -3.0 12:12 N ca 11 -VO 0 DORMER SHED zi _j L — — — CD titT METAL ROOF COMPONENTS PITCH ROOF COMPONENTS NI Li ... MATERIAL DESCRIPTION MATERIAL DESCRIPTION C14 STANDING SEAM 19"METAL PANEL-SNAPLOCK SHINGLE ROOF NATURAL CEDAR.COLOR&STYLES AS V" JOHN C. GRAMLICH BY SHEFFIELD METALS APPROVED BY OWNER RIDGE I ARCHITECT DECKING 1/2"PLYWOOD SHEATHING DECKING 1/2"PLYWOOD SHEATHING L L 7:12 W 7:12 71 04 PO BOX 820 VAPOR BARRIER POLYETHELENE VAPOR BARRIER POLYETHELENE N I III LUYAPHANK, NY 11980 r III TEL(631)384-1752 ICE&WATER SHIELD SELF ADHERING ICE&WATER SHIELD SELF ADHERING JCGRAMLICH@GMAIL.COM III �Fy METAL FLASHING ALUM 26 GA METAL FLASHING ALUM 26 GA III III CLIENT INFO: III 04 CHRISTINE & WILLIAM EDGE ALUM 24GA DRIP EDGE ALUM 24GA ILL — — — — —77� — — — — — — — — — — — — — — — — — — — — — - — — — — — - - - - - - DRIP — — — — -- LL I — — — — — — — — — — — — — — 7_ PAPARELLA FF F GUTTERS&LEADERS 6"x6"ALUM GUTTER 18GA GUTTERS&LEADERS 6"x6"ALUM GUTTER 18GA RIDGE I I 11 I L c I L _ J I 2095 NASSAU POINT RD J t CUTCHOGUE, NY 11935 NOTES NOTES 1. CONTRACTOR MAY PRESENT APPROVED ALTERNATES FOR 1. CONTRACTOR MAY PRESENT APPROVED ALTERNATES FOR ALL SPECIFIED MANUFACTURERS&PRODUCTS ALL SPECIFIED MANUFACTURERS&PRODUCTS \�-32 J 7 I 10" RIDGE 2. INSTALL ICE&WATER SHIELD AS REQUIRED BY CODE.SEE L-F- 2. INSTALL ICE&WATER SHIELD AS REQUIRED BY CODE. SEE DETAIL DETAIL L 04 3. ALL COLORS SHALL BE SELECTED BY OWNER PROJECT INFO: 3. ALL COLORS SHALL BE SELECTED BY OWNER -SURFACE DRAINAGE SYSTEM 4. LEADERS SHOULD TIE INTO SUB-SURFACE DRAINAGE SYSTEM 2095 NASSAU POINT RD 4. LEADERS SHOULD TIE INTO SUB Lj L] C%4 WHERE REQUIRED.(DESIGN OF ALL SUB-SURFACE DRAINAGE WHERE REQUIRED. (DESIGN OF ALL SUB-SURFACE DRAINAGE BY OTHERS) Y^K C%4 5. GUTTERS SHALL BE PITCHED TO DRAIN TO LEADER. MAX BY OTHERS) RID E t�K CUTCHOGUE, NY 11935 LENGTH OF GUTTER SHALL BE 40'-0" 5. GUTTERS SHALL BE PITCHED TO DRAIN TO LEADER.MAX \�:3�.3 LENGTH OF GUTTER SHALL BE 40'-0" 7:12 w 7:12 ICE BARRIER GENERAL ROOF NOTES PROJECT TITLE: PAPARELLA RESIDENCE PROVIDE ICE BARRIER NOT FEWER THAN(2)LAYERS OF 1. GC SHALL INSTALL A ROOFING SYSTEM IN ACCORDANCE WITH UNDERLAYMENT CEMENTED TOGETHER OR SELF-ADHERING CODE,MANUFACTURER. REFER TO GENERAL NOTES&ROOF L PROJECT DESCRIPTION: POLYMER-MODIFIED BITUMEN. ICE BARRIER SHALL EXTEND COMPONENT NOTES. FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A FF:' NEW RESIDENCE POINT NOT LESS THAN 24"INSIDE THE EXTERIOR WALL LINE 2. ROOF SHALL PITCH AS NOTED ON DRAWINGS OF THE BUILDING, 36"FOR 8/12 PITCH(R905.1.2) L i PHASE: 3. PROVIDE GUTTERS&DOWNSPOUTS AS SHOWN ON DRAWINGS F_ F—pT CONSTRUCTION (CD) I 2 LAYERS OF UNDERLAYMENT 4. PROVIDE ROOF SHOP DRAWING FOR ARCHITECTS REVIEW. L LL 11 1 1 11 CEMENTED TOGETHER OR — — — — — — — — — — — — — — — — — �j CHECKED BY: INCEPTION DATE: WATERPROOFING MEMBRANE 5. ALL ITEMS PIERCING ROOF SYSTEM SHALL BE FLASHED& iL_�= — — — — — — — —7:12 w 7:12 7 FASTENED TO TO ROOF IN ACCORDANCE WITH THE JCG 10.07.2021 MANUFACTURERS DETAILS.THESE ITEMS INCLUDE BUT ARE 0 RAFTER NOT LIMITED TO THE FOLLOWING: DRAWN BY: CURRENT DATE: 5.1. PLUMBING VENT PIPES 5.2. EXHAUST&INTAKE DUCTS, FANS, &EQUIPMENT JCG 07.13.2022 ROOF DECK 6. FLASHING SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS N DRAWING TITLE: &ADDITIONALLY WHERE REQUIRED BY THE MANUFACTURER& jois'r CODE MAIN ROOF PLAN 6.1. VALLEYS&HIPS, EAVES 6.2. BLIND FLASHING WHERE ROOF ABUTTS WALL& THE LIKE 1.24 IN.MIN 6.3. ALL ITEMS PIERCING ROOF(AS NOTED ABOVE) H GUTTER SHEET NO: EXTERIOR WALL--\.., MAIN ROOF PLAN SCALE : 1/4" = l' - 011 im L FILE LOCATION: H B C DA-3.03.0 V-O -3.0 V -3.1 NO. DATE DESCRIPTION 2 2K - 4 - r - - - - - - - - - - - UHTHH111111- - 6 - I 1 Ll I I I I A7 - II I jl � I I 8 - II II I II II F1 PL i I I I I I I I I l NYS STATE LAW: I I it I IF A-3. UNAUTHORIZED ALTERATION OR � .4' I I I 1 1121 I ADDITION TO ARCHITECTURAL I PLANS OR SPECIFICATIONS I I L - - - - - - - I I i S BEARING A LICENSED ARCHITECT'S I i AT C3 i V LI IINIG' 1 PACE' SEAL IS A VIOLATION OF PART I L - I I W�DE�C A1�OP: 69.5.B OF TITLE 8 OF THE �. �� C - CI— 71 _ C = I I OFFICIAL COMPILATION, CODES, 1 F RULES AND REGULATIONS OF THE STATE OF NEW YORK. - I I I I L - - - - - - - - -� I I L - - - - - - - - - - - - - - - - - -� I I- - - - - - - - - -� I - - - - - - - - - - I F - - - _ � L - - - - - - - - - - - - -� L - - - - - - L - - - - - - - - - - - - - - - - - - - - - - I Li I ARCHITECT'S SEAL& SIGNATURE: � I ! N Gt` - - - - -� S �. 33805� Q� inFOF NEB - - - - J L I I LJ -3.3 i 5:12 till I IG EA B C D E A-3.0 —3.0 —3.0 —3.1 —3.1 �i a I - - - - - - - - _ — L 'J METAL ROOF COMPONENTS PITCH ROOF COMPONENTS , 0 I MATERIAL DESCRIPTION MATERIAL DESCRIPTION Q J STANDING SEAM 19"METAL PANEL-SNAPLOCK SHINGLE ROOF NATURAL CEDAR.COLOR&STYLES AS G i i i JOHN C. GRAMLICH BY SHEFFIELD METALS APPROVED BY OWNER I I I I ARCHITECT DECKING 1/2"PLYWOOD SHEATHING DECKING 1/2"PLYWOOD SHEATHING I I I ] i PO BOX 820 VAPOR BARRIER POLYETHELENE VAPOR BARRIER POLYETHELENE i i I I 1 4�12 YAPHANK, NY 11980 (`� )) j TEL(631)384-1752 ICE&WATER SHIELD SELF ADHERING ICE&WATER SHIELD SELF ADHERING i I (� n I E FL, O �OVfEi ATI JCGRAMLICH@GMAIL.COM 1N;D CKI TOP! METAL FLASHING ALUM 26 GA METAL FLASHING ALUM 26 GA CLIENT INFO: I 11 CHRISTINE & WILLIAM DRIP EDGE ALUM 24GA DRIP EDGE ALUM 24GA L-- L__ L_ I I I j PAPARELLA -I GUTTERS&LEADERS 6"x6"ALUM GUTTER 18GA GUTTERS&LEADERS 6"x6"ALUM GUTTER 18GA I i f �� — — — — — — F — _ I 2095 NASSAU POINT RD L �]- - I I I I I I L — —1 l_L— I CUTCHOGUE, NY 11935 NOTES NOTES 1. CONTRACTOR MAY PRESENT APPROVED ALTERNATES FOR 1. CONTRACTOR MAY PRESENT APPROVED ALTERNATES FOR i I I I I I I I ! ALL SPECIFIED MANUFACTURERS&PRODUCTS ALL SPECIFIED MANUFACTURERS&PRODUCTS G1 i I 2. INSTALL ICE 8 WATER SHIELD AS REQUIRED BY CODE. SEE 2. INSTALL ICE&WATER SHIELD AS REQUIRED BY CODE.SEE u DETAIL DETAIL J —3. I 11 1 L =_ JI PROJECT INFO: 3. ALL COLORS SHALL BE SELECTED BY OWNER 3. ALL COLORS SHALL BE SELECTED BY OWNER I L == 2095 NASSAU POINT RD 4. LEADERS SHOULD TIE INTO SUB-SURFACE DRAINAGE SYSTEM 4. LEADERS SHOULD TIE INTO SUB-SURFACE DRAINAGE SYSTEM LF CUTCHOGUE, NY 11935 WHERE REQUIRED.(DESIGN OF ALL SUB-SURFACE DRAINAGE WHERE REQUIRED. (DESIGN OF ALL SUB-SURFACE DRAINAGE BY OTHERS) BY OTHERS) 5. GUTTERS SHALL BE PITCHED TO DRAIN TO LEADER.MAX 5. GUTTERS SHALL BE PITCHED TO DRAIN TO LEADER.MAX K I V i IK LENGTH OF GUTTER SHALL BE 40'-0" LENGTH OF GUTTER SHALL BE 40'-0" 5:12 PROJECT TITLE: I � I � c -] I I ICE BARRIER GENERAL ROOF NOTES I I 1 I I PAPARELLA RESIDENCE PROVIDE ICE BARRIER NOT FEWER THAN(2)LAYERS OF 1. GC SHALL INSTALL A ROOFING SYSTEM IN ACCORDANCE WITH I �� I I PROJECT DESCRIPTION: UNDERLAYMENT CEMENTED TOGETHER OR SELF—ADHERING CODE,MANUFACTURER. REFER TO GENERAL NOTES&ROOF I POLYMER-MODIFIED BITUMEN.ICE BARRIER SHALL EXTEND COMPONENT NOTES. I I I I I _ i NEW RESIDENCE FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A L POINT NOT LESS THAN 24"INSIDE THE EXTERIOR WALL LINE 2. ROOF SHALL PITCH AS NOTED ON DRAWINGS I I FF PHASE: OF THE BUILDING, 36"FOR 8/12 PITCH(R905.1.2) 3. PROVIDE GUTTERS&DOWNSPOUTS AS SHOWN ON DRAWINGS CONSTRUCTION (CD) I I _ 2 LAYERS OF UNDERLAYMENT 4. PROVIDE ROOF SHOP DRAWING FOR ARCHITECTS REVIEW. I I I I I I CHECKED BY: INCEPTION DATE: CEMENTED TOGETHER OR _ WATERPROOFING MEMBRANE 5. ALL ITEMS PIERCING ROOF SYSTEM SHALL BE FLASHED& L ;--------- JCG 10.07.2021 FASTENED TO TO ROOF IN ACCORDANCE WITH THE MANUFACTURERS DETAILS.THESE ITEMS INCLUDE BUT ARE — p DRAWN BY: CURRENT DATE: RAFTER NOT LIMITED TO THE FOLLOWING: 5.1. PLUMBING VENT PIPES JCG 07.13.2022 5.2. EXHAUST&INTAKE DUCTS,FANS,&EQUIPMENT ROOF DECK DRAWING TITLE: _ 6. FLASHING SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS &ADDITIONALLY WHERE REQUIRED BY THE MANUFACTURER& LOWER ROOF PLAN JOIST CODE P 6.1. VALLEYS&HIPS, EAVES II,,; I;IIII I III 6.2. BLIND FLASHING WHERE ROOF ABUTTS WALL& THE LIKE 24 IN.MIN 6.3. ALL ITEMS PIERCING ROOF(AS NOTED ABOVE) GUTTER H �B II SHEET NO: EXTERIOR WALL--,,., LOWER ROOF PLAN Em 0" EXTERIOR MATERIALS SCHEDULE FILE LOCATION: SYMBOL ITEM DESCRIPTION BRAND-MODEL R-1 — — R-1 ROOFING SHINGLES REFER TO"PITCH ROOF COMPONENTS"LIST / — R-1 PITCH BOX REVISIONS: " 00 NN R-2 ROOFING STANDING SEAM METAL REFER TO"METAL ROOF COMPONENTS"LIST NO. DATE DESCRIPTION / PITCH BOX �G�P�00 p�P - 1CC SIDING TYPE 1 SHINGLES CEDAR SHINGLE NATURAL Rz _I - = __a. — S-2 S-1 SHINGLE NATURAL CEDAR MEDIAN ROOF HT °� l „ - ~�; "il - j _- _ ___ __ R 4 CIRCLE WIN HD HT �o A__I`�-.�c_}? � F-3 �' r> / �1 -- I-- - _- �� _2 +26'-6"EL - SIDING TYPE 2 SYNTHETIC STONE VENEER EL DORADO MFG 3 - /: S 2 STONE N / -- / ---- --- — — --- - 1x6 HORIZONTAL 5/4X6 CUMARU RAINSCREEN SIDING 5 - DECK& I C 1 PORCH NATURAL WOOD https://www.advantagelumber.com/ rainscreensiding/#cumaru 6 CEILING CHERRY STAINED _ EXTERIOR 1x6 HORIZONTA L AL IPE OR TREX OR APPROVED ALTERNATE _ �' O _ . I_..._ __- ! - a ! D-1 DECKING COMPOSITE- � 8" AVE FASCIA BD 7 -?-.:�._1. � -�e !- - i - -!_�v-�_.. — �`�� tf 2ND FLR CLG HT 2ND FLR CLG HT _ _ _ Qg ( - - +20'-4 3/4"EL _ l - - ._:. _ (._.__ - ! _ !_.__ 8"SAVE FASCIA BD ,moo , _ �,- _ _ +20'-4 3D EL BOARD AZEK WOOD GRAIN TEXTURE �` } ___,; " / `o `_� Ci J - -� - WINDOW HD HT FASCIA BO SYNTHETIC i _ _�. �.. �_ ,. -. �- � , -3 F-3 +19'-4 3/4"EL F-1 FRIEZE BOARD WHITE COLOR PAINTPRO&CORTEX FASTENERS _ 1 R WINDOW TRIM htt s:llazekextenors.coml roductsltrim/trim-boards/ aint ro trim 9 2.3 P p P P _ COLUMNS - _ � 17 4 3/4 EL WHITE COLOR ROOF PL HT SYNTHETIC AZEK WOOD GRAIN TEXTURE 2' I _ _ �, _ � � `��. __ + F-2 PAINTPRO&CORTEX FASTENERS -_-+ _ -- - L \� tt `� _` lr,- -1+ httpsa/azekexteriors.comlproductsltrim/trim-boards/paintpro-trim ! l o BRACKETS CEDAR TIMBER CUSTOM FABRICATED. ?,. - _ _ (-- a _ - _ I ( h- -- NYS STATE LAW: � i r ;. PROVIDE SHOP O DRAWINGS R 4 - i I i N F T i �ROOF PL HT F-3 } - - �r=- GUTTERS& OGEE 6x6 BOX WITH 3x4 LEADERS UNAUTHORIZED ALTERATION OR — — ( �_�� I`.-- ( M 1 LEADERS WHITE COLOR 7 is i ,_ L -��=� i 12 ADDITION TO ARCHITECTURAL ! I ( I �L�ND�LASIIN� { I �a��_.�C - _ Ji= �L - -.� ,J1. _� - 1 }) ,. 1 Fill! __ l BLIND FLA�HINGI l( !`3 ~77 �10 PLANS OR SPECIFICATIONS 8"EAVE FASCIA B FLASHING& KYNAR COATED. PAINTED 022 SHEET METAL M-2 BEARING A LICENSED ARCHITECT'S 2N10 SUB FLR r T _ ND SUB F R METALS TO MATCH R-2 4 i ! i I ^ ! % 12"WRAPPED HD R 2+11'-4 3/4'LEL - o> v +11'•4 3/4"EL - - SEAL S A VIOLATION OF ART R2 I P - N i-:�,.i- .!_.-� -� O WINDOWS SHEDS TRIM 2ND FLR PL HT "' -� 2ND FLR REFER TO WINDOW MARVIN PROVIDE 1x4 PAINTED AZEK TR 69 5 B OF TITLE 8 OF THE I F I 8"EAVE FASCIA BD 8"EAVE FASCIA BD +10'-0"EL W 1 WHITE EXTERIOR AROUND EXTERIOR OF ALL WINDOWS OFFICIAL COMPILATION, CODES, �T+10'-0"EL 8"EAVE FASCIA BD --� '-= RULES AND REGULATIONS 12"WRAPPED HDR � � 12"WRAPPED HDR ! i EXTERIOR REFER TO WINDOW SHEDS MARVIN. PROVIDE 1x4 PAINTED AZEK TRIM OF THE STATE OF NEW YORK. - V _ .._.. - - " - - W 2 DOORS WHITE EXTERIOR AROUND ALL EXTERIOR OF ALL DOORS WLIVDOOE HD HT �z ..'s..11�5" j t " I ;,,,_.., ( i.. }C_ ,�C_:. I WIND +8'-0"EL � 10"FRIEZE BD I _�' I 7mI _� _� J..__ ;_ _ t =Tj �� 2'6" EXTERIOR WOOD TO MATCH BRACKETS AS APPROVED. PROVIDE 1x6 PAINTED AZEK _� GARAGE DOOR TRIM AROUND ALL EXTERIOR OF ALL DOORS �.1. :lam:F_-_�:, ,_ ? f-�: ARCHITECT'S SEAL& SIGNATURE: -2-3 rT r - �--�_ i GUARD WOOD CAP MATCHING DECK AS APPROVED RAILING SYSTEM STAINLESS CABLE&POSTS 77 co oO " STONE CAP TYP 1 ! jj I �. S-2 SYMBOLS: --.1 - a J 1 = = UTTER LASHING Q r1 FILING&SOFFITS M METALS GUTTERS, F ___ -� - _ _ RACKETS x FD FDINCISHES FASCIAS,COLUMNS, S SIDING ROOFING !=_- G- GUARD RAILING&FENCING S W- WINDOWS&DOORS ^� f j ! i ( - � _ r - �} r_ ) -�� r - - 1ST SUB FLR 4�c 1 S F SUB FLR x `j, - - I { l ` - - -i- - ... '-r sl 1' - 1 (( I 1i - 1�11 ( -I - �f - L 13 051 - -- - J— t_ I �:�,•� YS �' -� _.�.. - _ _ 0'-0"EL(E .0) NOTES: S�q� a38 o'-o EL(EL 13.0) - -!. _ _ SHALL w -� `' I E � � � I _ ._._ f _ - �L-t . - -`- I 4 � GC S A L PROVIDE SAMPLES FOR ALL MATERIALS&COLORS.MOCK-UP WALLS F - ? - __�L,,_,i 1.7t --:1 �; _2 +2 �_ I ` IN N ;4-' - fir. � ��r m '' I �.�� _ 48"x48"REQUIRED FOR MAIN MATERIALS FINAL SELECTION ji '` HOUSE WRAP AVG EXIST'G GRADE HANDRAIL NOT REQ'D FOR(3) GUARDRAIL NOT REQ'D OR LESS STAIR RISERS UNLESS PORCH HEIGHT IS 30" IINSTALL"BARRICADE WRAP PLUS"HOUSE WRAP IN ACCORDANCE OR MORE ABOVE GRADE WITH BUILDING CODE&MANUFACTURERS REQUIREMENTS. "T'YVEK"&/OR"TYPAR"IS NOT AN ACCEPTABLE ALTERNATIVE 15. O 64.0 .0 REFER TO PROJECT MANUAL FOR DETAILS r &WEST ELEVATION SCALE : 1/4" = 1' - 0" FRONT i .. sl yX �Y- w / JOHN C. GRAMLICH R-2 ARCHITECT L:-i -L.!:89 ��r _FNTIR 8"EAVE FASCIA BD / S�,�Q�� — PO BOX 820 O i2"Ix 4"k7TI0.U�NC, cc,� qSc/ - SIDESOF_BbRMER �'�QQ' �2 ! ATiI VENT ,. YAPHANK, NY 11980 BE�WRTE �o A� - _ -�--�- �' 'Qq TEL(631)384-1752 z JCGRAMLICH@GMAIL.COM Lv IN, CLIENT INFO: CHRISTINE & WILLIAM -1 f: % - -°._ I I_-�_ I_ PAPARELLA - _ w A -; �- 2095 NASSAU POINT RD - rf_ rr II !! II 8"EAVE FASCIA BD 1 � ( � ( 2ND FLR CLG HT { ! 1� t i _ 1J�) J=�.; -.1 . _ .- �._! i �,,. .- - s.1- ? .� .-� CUTCHOG 11935 _.,_, _ t - - a.,-.. - - - -. - , ' .. . 2ND FLR CLG HT I ' � i UE NY +20'-4 3/4"EL "EAV FASCIA BD _ {. ! �__.�. _.__�-_ �. „E..=� Y.a_I .. 1 _�,. ,� _Ll�_L__J_�_�.�_< J. !___L- �.___�__�— :- - t _ - __. ___-- _ _ _,:�: - _ - .- - � - ::� - ___ 8"EAVE FA CIA BG' WINDOW HD HT -- _�` l - - � )OW HD HT _ EL _..- --:�: --'-- I ) WIN+19'-4 3/4"EL _ RECE WALL i i _ I RECE WALL I L1_..�- - PROJECT INFO: o ! 2095 NASSAU POINT RD - i � CUTCHOGU Y 11935 +1 • 0 11 bo I I _ . t ! 0 - --- - p `r I - - -- - - -' - - - - - - - - - - - - — - - -- -- -- -- - PROJECT TITLE: 2ND SUB FLR i i — - — -- -- — 2ND SUB FLR -OIL+11'-4 3/4"EL +11'-4 3/4"EL - M PAPARELLA RESIDENCE 2ND FLR PL HT _ 2ND FLR PL HT PROJECT DESCRIPTION: +10'-0"EL WINDOW HD HT _; I I - NEW RESIDENCE ,,WINDOW HD HT _I, 1�" PHASE: T +8'-0"EL I ' __.I 16"xl6"DECORATIVE j - -1----1: _ _ t_'_ 16 COLUMN W/ "DEEP x16"DECORATIVE COLD o COLUMN Wl "DEEP o CHECKED BY: INCEPTION DATE: o RECESSEDTRIM ALL _i. RECESSED TRIM ALL o -_ 1.:: SIDES JCG 10.07.2021 0 SIDES o �' - - ( ENTIRE FACE SHALL ` ____ F_1 DRAWN BY: CURRENT DATE: BE PAINTED AZEK - - - W/RECESSED JCG 01.02.2021 PANELS BELOW DRAWING TITLE: 06 1ST SUB FLR 1ST SUB FLRr ��_ �_ i 0'-0"EL(EL 13.0) 0'-0"EL(EL 13.0) -- FRONT & REAR _ EXTERIOR ELEVATIONS r: _ �L J I -,� - ��--j. ? -- SHEET NO. _ EAST ELEVATIONAV EXTERIOR MATERIALS SCHEDULE FILE LOCATION: I SYMBOL ITEM DESCRIPTION BRAND-MODEL ,w C) ROOFING SHINGLES REFER TO"PITCH ROOF COMPONENTS"LIST Z PITCH BOX _ REVISIONS: ROOFING NG STANDING SEAM METAL REFER TO"METAL ROOF COMPONENTS"LIST i�C2R-D N0. DATE DESCRIPTION - BOX SIDING TYPE 1 SHINGLES CEDAR SHINGLE NATURAL cs--1) SHINGLE NATURAL CEDAR 2 - I 3 - 111101 C- SIDING TYPE 2 SYNTHETIC STONE VENEER EL DORADO MFG - 4 STONE 1 _ I _ DECK& 1x6 HORIZONTAL 5/4X6 CUMARU RAINSCREEN SIDING I 5 CC-D PORCH NATURAL WOOD https://www.advantagelumber.com/ - CEILING CHERRY STAINED rainscreensiding/#cumaru ® \ 6 I 1x6 HORIZONTAL IPE OR TREX OR APPROVED ALTERNATE � � � � � � • � 2ND FLR CLG HT _ - -_. I-� __,_ +20'-4 3/4"EL 7 VVINDOW HID HT EX i �_ ,Cl.ml'=- +19'-4 3/4"EL� _ CD � DECKING COMPOSITE �-1�_ -- t__1 � { i v� 8 FASCIA BOARD SYNTHETIC AZEK WOOD GRAIN TEXTURE ( 1-i== CF1) FRIEZE BOARD WHITE COLOR PAINTPRO&CORTEX FASTENERS WINDOW TRIM https://azekexteriors.com/products/trimltrim-boards/paintpro-trim4-- FF I A, COLUMNS SYNTHETIC AZEK WOOD GRAIN TEXTURE R�l �Ll ELE VATI ON '� -�--��CDWHITE COLOR PAINTPRO&CORTEX FASTENERS /�https.//azekexteriors.com/products/trinVtrim-boards/paintpro-trim J G-2—x- � 4: " = 1' - 0" R.SIDE i BRACKETS CEDAR TIMBER CUSTOM FABRICATED. i ` NYS STATE LAW: CCDPROVIDE SHOP DRAWINGS }. -._ _ , L_p, GUTTERS& OGEE 6x6 BOX WITH 3x4 LEADERS M UNAUTHORIZED ALTERATION OR 2ND SUB FLR PLANSON OR SPECIFICATIONS CAT ONS AL cm � LEADERS WHITE COLOR �_ --1"-}- +11'-4 3/4"EL `v FLASHING& KYNAR COATED. PAINTED 022 SHEET METAL f 8"D CK FASCIA BD M BEARING A LICENSED ARCHITECT'S CMD I METALS TO MATCH I ! 12"DECK TRIM BD 2ND FLR PL HT SEAL IS A VIOLATION OF PART +10'-0"EL 69.5.E OF TITLE 8 OF THE WINDOWS REFER TO WINDOW SHEDS MARVIN. PROVIDE 1x4 PAINTED AZEK TRIM ,--� T WINDOW HD�HT , OFFICIAL COMPILATION CODES C. WHITE EXTERIOR AROUND EXTERIOR OF ALL WINDOWS +9 0 EL Y 1'-4^ RULES AND REGULATIONS EXTERIOR REFER TO WINDOW SHEDS MARVIN. PROVIDE 1x4 PAINTED AZEK TRIM OF THE STATE OF NEW YORK. CMD2 DOORS WHITE EXTERIOR AROUND ALL EXTERIOR OF ALL DOORS EXTERIOR WOOD TO MATCH BRACKETS AS APPROVED. PROVIDE 1x6 PAINTED AZEK 16"x16"DECORATIVE CW-- GARAGE DOOR TRIM AROUND ALL EXTERIOR OF ALL DOORS _a v COLUMN W/J"DEEP 4 ARCHITECT'S SEAL& SIGNATURE: RECESSED TRIM ALL o 0 GUARD WOOD CAP MATCHING DECK AS APPROVED SIDES r Q G-1 RAILING SYSTEM STAINLESS CABLE&POSTS ED ARC �� C' R My SYMBOLS: C= CEILING&SOFFITS M= METALS: GUTTERS, FLASHING D= DECKING&WALKING SURFACES R= ROOFING F= FINISHES: FASCIAS, COLUMNS, BRACKETS S= SIDING - 1ST SUB FLR G= GUARD RAILING&FENCING W= WINDOWS&DOORS NOTI_S: �� `_:J+� � - �'S-2 � � ��..4 GC SHALL PROVIDE SAMPLES FOR ALL MATERIALS&COLORS.MOCK-UP WALLS 48'x48"REQUIRED FOR MAIN MATERIALS FINAL SELECTION HOUSE WRAP ' IINSTALL"BARRICADE WRAP PLUS"HOUSE WRAP IN ACCORDANCE WITH BUILDING CODE&MANUFACTURERS REQUIREMENTS. 'TYVEK"&/OR'TYPAR"IS NOT AN ACCEPTABLE ALTERNATIVE PARTIAL SOUTH �EL EVATION 7 REFER TO PROJECT MANUAL FOR DETAILS JOHN C. GRAMLICH ARCHITECT h2"x24' 17fC UEN f PO BOX 820 I !_ ! YAPHANK, NY 11980 i4 TEL (631)384-175 JCGRAMLIC @ MAIL COM H G _Y - - _ili .�. � CLIENT INFO: VENN� I i J� i ---�:, .-_.._. �J_L CHRISTINE & WILLIAM --,- I PAPARELLA r _ -. _. _._,.. ._ . - _ . " � . _...:.. _....__ ��-�--�-�-�1:-�-J .f. _�_. __-I�- -1W... __-:'-�-�---. �-1- --!-.. I-._-�.�.__-�. T _.� 2095 NASSAU POINT RD FLR CLG HT 8"EAVE FASCIA BD i � 8 EAVE FASCIA BD 8 EAVE FASCIA BD L -h i �i - -- I � � -� - - +2�0'-4 3(4"EL - -- - � I -- 1--=�:J. I - - --(-.i._I,_1,.-__.!_,�,, �,J.: L..:,.i - -. :: .� �.. �J _�_�_. .-1.: L..±. f I CUTCHOGUE, NY 11935 � r I �.J-_ �-I--I. _1_ T,WINDC)W HD HT I I i i n._1 _; I _ICJ, �._.,�. .I-.1 = _. ' - I ftab l I - — Y _ _- -�,- i- I ,l.__� = i i_!: i:_- - Lw I _ ...-_-" _-_ is-.� � - q+19-4 3l4"EL - - �- - _-� I _ (_I - I I .�__I _ � �_ �__..� - - _�__._. J J_ I I 1 i , 1 _ EAVE I - _ .__,.:� �.- t._ , - - - 8 FASC A BD --- - - I , I I i i PROJECT INFO: r i I I rn, .. - � - - 2095 NASSAU PO INT RD CUTCHOGUE NY 11935 771 - ROOF PL HT 8" AVE FASCIA BD i -� 8"EAVE FASCIA BD I � I ! J`SJ2✓ S 2 $=1 i I.. � � I jj I - f -�- , - - -�=�'-�' - d 1 I I 1 I Il I I I i I LIND RLASHIIJ ! I i I I i I l.. _ T L I � I � � I i i _I _._ .—. _ L t N _j I � G i i I 12 � I " �__�.� ,- 2ND SIJB FLR i T�"i ++ ( 1 I ' I j I ii I ll I II T TT i ; - - - �{ , 110 T _ - PROJECT TITLE: _. _._..I.BLINb�LkSHIN .. ._,__( .__I._ _.._ _I 1._ LINDFLA HNG .__-- I ,12 I� R-2 - -- - - - --- I 3,4'EL _. . _._. _..A.� O- _ - - 2ND FL_R PL HT _1_ t �Bur�D�L�SHIt�G I I I i _� { I I i { i if 1 I ( ! I 1 ! PAPARELLA RESIDENCE — 8"EAVE FASCIA BD 8"EAVE FASCIA BD f 'EL 8"EAVE FASCIA B - I 12"WRAPPED HDR 12"WRAPPED HDR 12"WRAPPED HDR 12"FRIEZE BD I I PROJECT DESCRIPTION: T Y VVINDC)W HD HT � I �L 1_ � --- ,�-I -1 i-: .-.�--�--_ I -�--:=.�-1 - ------�� _ ;1 .� �'r.------ �- =" -_ - _. - �.- --- - -__ - __I �I � . -. . �.:.,. .__. ,�_.,-- .,-� � NEW RESIDENCE EL ! 6"EAVE FASCIA BD _ - C� f_ �� r °} - _ r `� �( J (� `�� I J � i �� 1._.I � I PHASE: i F-3 C_i_ -� 1_ �._ CONSTRUCTION (CD) z_ I I - _ � 4 Cir R-1 _l.l J ,_ _ ��._ CHECKED BY: INCEPTION DATE: 1 1 -2.3 _ T, I I L _ l �1t_ _.. _li -J�i I - i - - - -�- J CG 10 L - _- - -- 1. - -', _ -- - - - -- -� I I J ST NE CAP TY - i I _ - 07 2021 r� I ... ( 1� J C I� T I i DRAWN Y, CURRENT DATE: • j ! 4'� r JCG 01 .02.2021 S-2 M - S-2 I } I t` i ell I i 1STSUBFLR '�--- 2 -- i � � --, - i; )� �� _ - _ C� _. _�_._______3"'- � �� C�..___) _ DRAWING TITLE: I r I - - �. I I l- 1-- Ii I_.I_.J_ I .l - r I_._ - �, �.__..1_! ( - - r ; .. - I l I - L JL _ . J , - J �_�C_ -� l - _ J - = _ a__ -. o-o EL(EL13.o) -- _ _ _ } __..___ _ ___.__ - - RIGHT SIDE . r _ _. w _ .__. - _ CL-1 - - - - - - - - - - r. i T 55 - -I - _ r f - -, - J - - EXTERIOR ELEVATIONS 1 �1 ti- }i y �i - n - + Ci r_.. -_ Tj-- - - - „ SHEET N0: AWL SOUTH ELEVATION .. Iff % IL FILE LOCATION: i EXTERIOR MATERIALS SCHEDULE SYMBOL ITEM DESCRIPTION BRAND-MODEL REVISIONS: v° ROOFING SHINGLES REFER TO"PITCH ROOF COMPONENTS"LIST < PITCH BOX NO. DATE DESCRIPTION -- I ROOFING STANDING SEAM METAL REFER TO"METAL ROOF COMPONENTS"LIST 1 - R-2 PITCH BOX SIDING TYPE 1 SHINGLES CEDAR SHINGLE NATURAL 2 101 FEJ ]or 101 101 ® S-1 SHINGLE NATURAL CEDARSIDING 3 - I ---- I S-2 STONE TYPE 2 SYNTHETIC STONE VENEER EL DORADO MFG 4 5 — I - ® ®® ®® DECK& 1x6 HORIZONTAL 5/4X6 CUMARU RAINSCREEN SIDING 6 - C'1 PORCH NATURAL WOOD https://www.advantagelumber.com/ CEILING CHERRY STAINED rainscreensiding/#cumaru - -� / i. ®�0 I ! I ! EXTERIOR 1x6 HORIZONTAL IPE OR TREX OR APPROVED ALTERNATE 2ND FLR CLG HT i- y I :_L�J__i—�_, - +20'-4 3/4"EL �:r� ,__ D-1 DECKING COMPOSITE +9 N 30/4"E D HT 1 L-.-_I - ,- I y 9 I i I I I i O FASCIA BOARD SYNTHETIC AZEK WOOD GRAIN TEXTURE -- i F-1 FRIEZE BOARD WHITE COLOR PAINTPRO&CORTEX FASTENERS - =1:-=L - WINDOW TRIM https://azekexteriors.com/products/trim/trim-boards/paintpro-trim _ - NORTH ELEVATION COLUMNS SYNTHETIC AZEK WOOD GRAIN TEXTURE rl _LJ 3 SCALE : 3/32" = 1' - 0" R.SIDE F'2 WHITE COLOR PAINTPRO&CORTEX FASTENERS -T 7 https://azekexteriors.com/products/trintrim-boards/paintpro-trim NYS STATE LAW: G-2 aOIj I BRACKETS CEDAR TIMBER CUSTOM FABRICATED. T _!_�-__t_ F-3 PROVIDE SHOP DRAWINGS UNAUTHORIZED ALTERATION OR 0.7 u- L - _.____ _:.,,- _ ADDITION TO ARCHITECTURAL z L j f GUTTERS& OGEE 6x6 BOX WITH 3x4 LEADERS PLANS OR SPECIFICATIONS M'1 LEADERS WHITE COLOR M "' i BEARING A LICENSED ARCHITECT'S L_ 2ND SUB FLR % i i 1 ' -1 SEAL IS A VIOLATION OF PART v - +1 T-4 3/4"EL I= _I-- FLASHING& KYNAR COATED. PAINTED 022 SHEET METAL 69.5.E OF TITLE $OF THE 8"DECK FASCI BD � M'2 METALS TO MATCH OFFICIAL COMPILATION, CODES, 2ND FLR PL HT 12"DECK TRIM BD +10'-0"EL __ _ .. _ ._ O WINDOWS REFER TO WINDOW SHEDS MARVIN. PROVIDE 1x4 PAINTED AZEK TRIM RULES AND REGULATIONS 21 -OIL WINDOW HD HT W'1 WHITE EXTERIOR AROUND EXTERIOR OF ALL WINDOWS OF THE STATE OF NEW YORK. +9'-0"EL l�I 1'4" -�r EXTERIOR REFER TO WINDOW SHEDS MARVIN. PROVIDE 1x4 PAINTED AZEK TRIM W-2 DOORS WHITE EXTERIOR AROUND ALL EXTERIOR OF ALL DOORS _ ARCHITECTS SEAL &SIGNATURE: EXTERIOR WOOD TO MATCH BRACKETS AS APPROVED. PROVIDE 1x6 PAINTED AZEK 16"x16"DECORATIVE W-3 GARAGE DOOR TRIM AROUND ALL EXTERIOR OF ALL DOORS COLUMN W/t DEEP I ED A o RECESSED TRIM ALL 1: i -� GUARD WOOD CAP MATCHING DECK AS APPROVED ACti o SIDES G-1 RAILING SYSTEM STAINLESS CABLE&POSTS F-1 ENTIRE FACE SHALL Sj �_. BE PAINTED AZEK SYMBOLS: WI RECESSED C= CEILING&SOFFITS M= METALS:GUTTERS, FLASHING PANELS BELOW _:j— -� � D= DECKING&WALKING SURFACES R= ROOFING J� F= FINISHES: FASCIAS,COLUMNS, BRACKETS S= SIDING (P - — � G= GUARD RAILING&FENCING W= WINDOWS&DOORS 03 051 10ST SUB FLR } qrF 8 4- -� OF NEB t ) r } l NOTES: �i i I � GC SHALL PROVIDE SAMPLES FOR ALL MATERIALS&COLORS.MOCK-UP WALLS i _ __�- Y 48"x48"REQUIRED FOR MAIN MATERIALS FINAL SELECTION Ir jr HOUSE WRAP IINSTALL"BARRICADE WRAP PLUS"HOUSE WRAP IN ACCORDANCE . . .:. WITH BUILDING CODE&MANUFACTURERS REQUIREMENTS. PARTIAL N O RT H ELEVATION TYVEK"&/OR"TYPAR"IS NOT AN ACCEPTABLE ALTERNATIVE a " 2 SCALE : 1/4" — 1' - 0" L.SIDE REFER TO PROJECT MANUAL FOR DETAILS ° JOHN C. GRAMLICH ARCHITECT PO BOX 820 -I f 2'x24"��TICNE�IT �- YAPHANK, NY 11 f I i I I -_I-- _!_ — TEL(631)384-175280 — /\ IJ- ----- - � _ - ML MAIL COM I I 1 - — CLIENT INFO. I / ` -„ PAP R LLA 4,,ATTt8_VENZ — µ'leej,_ .. -:_�_ ,,_,..- _ _ _t _J._ — — — — — TCHOGUE, NY111935 Ci U It r ' 11 i / 8"EAVE FASCIA BD 8"EAVE FASCIA BD 2ND FLR CLG HT - - -- - 8"EAVE FASCIA BD A.. = ` - WINDOW HID FRIEZE BD 8"FRIEZE BD 20 4 3/4 E t ; i 19'4 3/4"EL I _ I I I -r-- i i ! I I f I- J=j7 - - --- -�_- 1_ I I1_-�J - -. - FIFUFM 2095 NASSAU POINT RD I I ! _ CUTCHOGUE, NY 11935 - -- I I S1 i i rn I I T! f i I o I I I I ! I i I I , I- I J -1. ]-jittit-1 1 j __ _ - - i -I I I I I i I ! co I ! r_ ROOF PL HT m I i p +11)HI IVE FASCIA BD i i I _- - . - - _ i - _ - - _.._,1__ __!_ - _ - - -L j +13'-9' EL __ __ ___ _ _. __ _ : _,_ _ _- _ ! �._ -_ l.__ BLINDF ASHI G _ _ ._ _. 1-.. 1- .. __ _,� I n I R-2 I 1 T I I I_ _ I I . I _�_..__ .; I i T� 1 I I - i T 1 I I I .- - - - _ - - _ 1__I - -- - �— - .. .._. .- - - -- _. _ . .. I - - - - L _ _ � - __ _�_ ...,. I I. _.�, -.._ . _-z . � 2N�B FLR _N PAPARELLA RESIDENCE 1 � � K _ - JAJPROJECT DESCRIPTION: FASCIA BD 8"EAVE FASCIA BD I I j i 2ND FLR P"HT I 8"FRIEZE BD 8"FRIEZE BD I._�.__ I � I- I k y� I J-I '_ I +10'-0 NEW RESIDENCE (- -' � . 8"EAVE FASCIA B : . -.__..,_ -_.....,_= ..-t .!_ r.. r - - PHASE: i I t- f k I I I I I r I I . T I I _- I _. _ WINDOW H _� D HT CONSTRUCTION (CD)R-3 CHECKED BY. INCEPTION DATE. JCG 10.07.2021 �;AP TYP y ; ST NEC i �" --y-' •' - I l .. . . _--,,_ =; -T r �-r ��S`f,0 E�A P ...I T r r r -I- �- #-2.)��D � 11L .. . - :� - ( ,=a..�1. 4 DRAWN BY: CURRENT DATE: - -l-- i•-�- ��-��',r =,��-�-_-_-(�=�°.1_�fi)t-r,;--�,�(,:-.J�. r,i;�,;r.�-__--- 0r_1_1`E CJA:P�T-�YCP- I 11 l J� —J � = -J _= - 1 !f� � UB FLR ao DRAWING TITLE:- - _— , LEFT SIDEr 0,J �t I� Y- EXTERIOR E LEVATIONLu -frr > SHEET NO + z I - NORTH ELEVATION SCALE : 1/4 - 1' - 0 L.SIDE e FILE LOCATION: p_g^ 6^ 1" 1" 6" 1" REVISIONS: 1 1 1 NO. DATE DESCRIPTION 1 - to A2 cli s 3 - 1'-0" 4 5 - asp 6 : - M � _ R co8 3,']p CN CV cp M c CV O ;o + N 8 gto —N CX - o NYS STATE LAW: m UNAUTHORIZED ALTERATION OR 4" " 1'-8^ " 2" �'�� ADDITION TO ARCHITECTURAL PLANS OR SPECIFICATIONS NOTES: NOTES: BEARING A LICENSED ARCHITECT'S 1" T-3" 1" 1. ALL WOOD TO BE ARCHITECTURAL 1. ALL WOOD TO BE ARCHITECTURAL SEAL IS A VIOLATION OF PART GRADE CEDAR GRADE CEDAR 69.5.13 OF TITLE 8 OF THE 1'3" 5" 1'3" 2. ALL FASTENERS TO BE CONCEALED 2. ALL FASTENERS TO BE CONCEALED OFFICIAL COMPILATION, CODES, 3. ROUND ALL CORNERS 3. ROUND ALL CORNERS RULES AND REGULATIONS 4. PROVIDE SHOP DRAWINGS 4. PROVIDE SHOP DRAWINGS OF THE STATE OF NEW YORK. BR-1 BRACKET DETAIL 1"=1 '-0" BR-2 BRACKET DETAIL 1 "=1'-0" 2' ® ° s d Zo % ° f' ARCHITECT'S SEAL& SIGNATURE: ED AR 0 m �J d / cj � G q y BLUESTONE PORCH v if w ve %. °dv038051 (� /i 10 FOF NE`N 0 Q J Co d d GRADE f ' d GRADE ; °° ° %% GRADE lid °d v Z w .. cL O A d d ouiK °d d v ° d i„ m C� L CN io Hsu T-3" # 3" 2'9" 3" 7 1 1'-3" 7" 4 vI /i Op a- C'7 j d M JOHN C. GRAMLICH ,. 4 % ARCHITECT % PO BOX 820 YAPHANK, NY 11980 1" T-3" 1" 3'-5" TEL(631)384-1752 JCGRAMLICH@GMAIL.COM CLIENT INFO: CL-1 COLUMN DETAIL 3/4"=1 '-0" 1'8° NOTES: NOTES: CHRISTINE & WILLIAM 1. ALL WOOD TO BE ARCHITECTURAL 1. ALL WOOD TO BE ARCHITECTURAL PAPARELLA 1" GRADE CEDAR GRADE CEDAR 2. ALL FASTENERS TO BE CONCEALED 2. ALL FASTENERS TO BE CONCEALED 2095 NASSAU POINT RD 3. ROUND ALL CORNERS 3. ROUND ALL CORNERS 4. PROVIDE SHOP DRAWINGS 4. PROVIDE SHOP DRAWINGS CUTCHOGUE, NY 11935 BR-3 BRACKET DETAIL 1"=1 '-0" BR-4 BRACKET DETAIL 1"=1 '-0" PROJECT INFO: 2095 NASSAU POINT RD CUTCHOGUE, NY 11935 PROJECT TITLE: PAPARELLA RESIDENCE PROJECT DESCRIPTION: NEW RESIDENCE PHASE: CONSTRUCTION (CD) CHECKED BY: INCEPTION DATE: JCG 10.07.2021 DRAWN BY: CURRENT DATE: JCG 01 .02.2021 DRAWING TITLE: EXTERIOR ELEVATION DETAILS SHEET NO: FILE LOCATION: NAILING & FRAMING CONNECTORS CONTRACTORS MUST REFER TO THE NAILING SCHEDULES&METAL REVISIONS: FRAMING CONNECTOR DETAILS LOCATED ON SHEET S-0.2 FOR PROJECT REQUIREMENTS.SECTIONS GENERALLY MAKE NO. DATE DESCRIPTION FC-1 "CALL-OUTS"FOR REQUIRED DETAILS BUT THESE CALL OUTS ARE NOT ALL INCLUSIVE.CONTRACTOR MUST DETERMINE ALL S-0. LOCATIONS. REPORT ANY DISCREPANCIES&/OR NOTIFY ARCHITECT 12 WITH ANY ISSUES OR QUESTIONS 5p 2 _ @160 0 G 2X,oRR 1 5 LOAD PATH 2y�o Attic OC FC-6 FC-7 THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING THE"LOAD _ 0.2 PATH".ALL POST LOADS, BEAM POSTS, ETC.SHALL BE RESOLVED& 4 0.2 S C-7 C-6 CARRIED DOWN TO THE FOUNDATION SYSTEM. REPORT ALL 0. S-0. DISCREPANCIES TO THE ARCHITECT. - _k 2ND FLR CLG 2x10 CJ @16"OC 2ND FLR CLG HT rL_ `5 +20'-4 3/4"EL ,,WINDOW HD HT TIE RR'S TO J'S I HALL 6 -Y+19'-4 3/4"EL I I WINDOW HD HT,& _ E +18'-8 3/4"EL - il II tl II Bath Bath Lc Hall - I 9 00 t - il it it FC.2 FC-7 C-1 NYS STATE LAW: I I -0.2 0.2 0.2 6. h 2ND SUB FLR FC-4 3/4"T&G PLYWOOD S B-FLR 2ND SUB FLR,� �+11'-4 3/4"EL S-0. +11'-4 3/4"EL M UNAUTHORIZED ALTERATION OR 2ND FLR PL HT 2ND FLR PL HT ADDITION TO ARCHITECTURAL PS O `- +10'-0"EL 16"O.W.TRUSS FJ @16"OC +10'-0"EL LAN R SPECIFICATIONS BEARING A LICENSED ARCHITECT'S I 2x6 SJ @1"O C SEAL IS A VIOLATION OF PART WINDOW HD HT � � 2x6 SJ @16"OC 69.5.E OF TITLE 8 OF THE +8'-0"EL OFFICIAL COMPILATION, CODES, ' A E DOOR HD HT RULES AND REGULATIONS OF THE STATE OF NEW YORK. o CD 3-Car `� ARCHITECT'S SEAL&SIGNATURE: Garage w W W 50 �FtED Algc o 5 G RA�j y 1ST SUB FLR "' FD-3 1ST SUB FLR,k_ 0'-0"EL(EL 13.0 S-0. .0.GARAGE Fl I D WALL EQUAL W 0'-0"EL(EL 13.0) I T.O.HOUSE FN WALL _12 4"P.CONC SLAB GARAGE SLAB, -1'-10"EL z (p 9T 03805*1 Q` FND WALL MUST BEAR ATOP 4 FND WALL MUST BEAR ATOP OF NEB COMPACTED FILL(CANNOT COMPACTED FILL(CANNOT BEAR ATOP BACKFILL) BEAR ATOP BACKFILL) SECTION C—C .. _ SCALE . 1/4 — 1 - 0 A ll;�Coln"I" ' ECT .. JOHN C. GRAMLICH FC-1 C-1 ARCHITECT r 12 12 12 PO BOX 820 YAPHANK, NY 11980 ,!5/ 5 5�� Q 5� Q r r � � 16�OG 21,p �o� TEL(631)384-1752 Attic RR �soo Attic JCGRAMLICH@GMAIL.COM FC-6 FC-7 12 12 CLIENT INFO: , 2x10 CJ @16"OC `� -0.2 -0.2 2ND FLR CLG HT 12D x10 CJ @16"OC �12 CHRISTINE & WILLIAM 2ND FLR CLG +20'-4 3/4"EL - — +20'-4 3/4"EL G ,-- �' PAPARELLA _OL WINDOW HD HT _ _ _ �O _ _ r'_ II �_ WINDOW HD HT +19'-4 3/4"EL �Q oG r \ 2095 NASSAU POINT RD r II CUTCHOGUE, NY 11935 4 Bedrm-10 CI ttic Attic FC-6 C-6 °O °° s-0. _ -0.2 PROJECT INFO: IOL ROOF PL HT I I ROOF PL HT +13'-9"EL ` I I +13'-9"EL Y 2095 NASSAU POINT RD FC-4 C-1 ` CUTCHOGUE, NY 11935 GUSSET PLATES BELOW CLG BRG WALL I I GUSSET PLATES BELOW CLG BRG WALL FC-4 i i "' FC-4 C-4 N 2ND SUB FLR 3/4"T&G PLYWOOD SUB FLR 2ND SUB FLR 2ND SUB FLR 3/4"T&G PLYWO D SUB FL I 2ND SUB FLR M S-0 - - +11'-4 3/4"EL +11'-4 3/4"EL S-0. '0 +11'-4 _o,2ND FLR PL HT 2ND FLR PL HT A 2ND FLR PL HT 2ND FLR PL HT +10'-0"EL 16"O.W.TRUSS FJ @16"OC +10'-0"EL +10'-0"EL I I +10'-0"EL C 7 16"O.W.TRUSS FJ @16"OC PROJECT TITLE: I 2x6 RR @16"oc "TYPE'X GUPSUM CLG I PAPARELLA RESIDENCE WINDOW HD HT S-0' 2x6 SJ @16"OC WINDOW HD HT +8'-0"EL+8'-0"EL -------T-------� PROJECT DESCRIPTION: I i i i I A E DOOR HD HT i i i I GE DOOR HD HT NEW RESIDENCE I I I PHASE: Zt 3-Car o Z 3;Car ; I I CONSTRUCTION (CD) `° Garage `o i Galrage CHECKED BY: INCEPTION DATE: c L-------J_-------J I I JCG 10.07.2021 D-3 I 1ST SUB FLR (Ro 1ST SUB FLR 1STSUBFLR 1STSUBFLR DRAWN BY: CURRENT DATE: U-0"EL(EL 13.0 T.O.GARAGE F WALL EQUAL W 0'-0"EL(EL 13.0) 0'-0"EL(EL 13.0 ( T.O.GARAGE F WALL EQUAL W I 0'-0"EL(EL 13.0) JCG 07.13.2022 I T.O.HOUSE FN WALL o 0.HOUSE FN WALL b - 2 1/4 4"P.CONC SLAB _ 1/4 4"P.CONC SLAB GARAGE SLAB, I GARAGE SLAB DRAWING TITLE: 1'-10"EL I -1'-10"EL BUILDING SECTIONS AA- BB- CC- Cl FND WALL MUST BEAR ATOP FND WALL MUST BEAR ATOP FND WALL MUST BEAR ATOP I �, FND WALL MUST BEAR ATOP COMPACTED FILL(CANNOT COMPACTED FILL(CANNOT COMPACTED FILL(CANNOT ( I COMPACTED FILL(CANNOT BEAR ATOP BACKFILL) BEAR ATOP BACKFILL) BEAR ATOP BACKFILL) l BEAR ATOP BACKFILL) SHEET NO: SECTION B-B AA/Al i can �un%n► SCALE : 1/4" = 1' - 0" SECTION A— A N In SCALE : 1/4" = 1' - 0" e NAILING & FRAMING CONNECTORS FILE LOCATION: FC-1 CONTRACTORS MUST REFER TO THE NAILING SCHEDULES&METAL S-0. FRAMING CONNECTOR DETAILS LOCATED ON SHEET S-0.2 FOR PROJECT REQUIREMENTS.SECTIONS GENERALLY MAKE REVISIONS: 12 12 "CALL-OUTS"FOR REQUIRED DETAILS BUT THESE CALL OUTS ARE 12[ �12 NOT ALL INCLUSIVE.CONTRACTOR MUST DETERMINE ALL NO. DATE DESCRIPTION LOCATIONS. REPORT ANY DISCREPANCIES&/OR NOTIFY ARCHITECT WITH ANY ISSUES OR QUESTIONS _ �+170� LOAD PATH 2 - oQ� 6,� THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING THE"LOAD 3 - `1+N Attic 00, PATH".ALL POST LOADS, BEAM POSTS, ETC.SHALL BE RESOLVED& CARRIED DOWN TO THE FOUNDATION SYSTEM.REPORT ALL 4 - DISCREPANCIES TO THE ARCHITECT. 5 - FC-7 FC-6 FC-6 FC-7 6 _ 2ND FLR CLG HT S-0. S-0. 2x10 CJ @16"OC -0.2 -0.2 2ND FLR CLG HT EXTERIOR WALLS +20'-4 3/4"EL +20'-4 3/4"EL ITEM DESCRIPTION 7 _ WINDOW HID HT WINDOW HD HT SIDING AS SELECTED BY OWNER $ - +19'-4 3/4"EL +19'-4 3/4"EL HOUSE WRAP VENTED, BREATHABLE HOUSE WRAP AS 9 _ MFG BY TYVEK OR APPROVED EAUAL DOORS,WINDOWS& PROVIDE FLASHING AT ENTIRES OPNG AS OPNGS MFG BY JAMSILL. INSTALL PER MFG Bedrm-8 CI Hall FC 4 FC-7 C-1 q DETAILS. PROVIDE PAN FLASHING W/END Q' 9 0.2 -0.2 -0.2 O7 DAMS @ALL DOORS 00 SHEATHING 1/2"CDX PLYWOOD OR APPROVED EQUAL NYS STATE LAW: _oL ROOF PL HT 12 ROOF PL HT +13'-9"EL 12� +13'-9"EL Y FRAMING REFER TO FRAMING PLANS&SECTIONS FOR UNAUTHORIZED ALTERATION OR C-1 FC-4 I ;* MEMBER SIZES&SPACING. REFER TO ADDITION TO ARCHITECTURAL S-0. 12 'STRUCTURAL DESIGN VALUES'CHART FOR ?xe 45 I LUMBER TYPE PLANS OR SPECIFICATIONS N 2ND SUB FLR RR @WOC 3/4"T&G PLYWOOD SUB FLR RR 2ND SUB FLR BEARING A LICENSED ARCHITECT'S M +11'-4 3/4' EL 2x6 SJ @16"OC " 16" +11'-4 3/4"EL BLOCKING& PROVIDE DOUBLE TOP PLATE&SINGLE SOLE O.W.TRUSS FJ @16 OC SEAL IS A VIOLATION OF PART 2ND FLR PL HT 2ND FLR PL HT FIRE STOPPING PLATE. PROVIDE FULL BLOCKING FOR 69.5.E OF TITLE 8 OF THE +10'-0"EL x6 S 1 +10'-0"EL MOUNTING OF MILLWORK&FIXTURES. OFFICIAL COMPILATION, CODES, FC-7 o PROVIDE SOLID BLOCKING FOR WINDOW HD HT S-0. ��— INSTALLATION OF SHEATHING RULES AND REGULATIONS OIL WINDOW HD HT OF THE STATE OF NEW YORK. +8'-0"EL I +8'-0"EL TREATED ALL WOOD IN CONTACT WITH CONCRETE OR 1 III LUMBER WITHIN 8"OF GRADE SHALL BE CHEMICALLY I i I I I I I TREATED IN ACCORDANCE WITH BUILDING 7 CODE. REFER TO FOUNDATION CHART FOR ARCHITECT'S SEAL& SIGNATURE: c> t I I TERMITE SHIELD 4 i II I o Bedrm-3 Cl Hall i I INTERIOR SHEATHING PROVIDE 1/2"GYPSUM BOARD,REFER TO — ? iIi i GENERAL NOTES FOR FINISHES ��RED AACy III i ao INSULATION& REFER TO INSULATION CHART&AIR SEALING S 41 w I i I AIR INFILTRATION CHART ON SHEET CC-1 FD-3 �overEd D-3 s o. 1ST SUB FLR 1 �11 I 1ST SUB FLR FOUNDATION WALLS - 0'-0"EL(EL 13.0) - � - 0'- L(EL 13.0) " S-0. BLUESTO E 1 S� ITEM DESCRIPTION y �3805'1 Q` i_:L•I_. C .-11 4 P.CONC I I i� IGID INSUL�lIi -III-- ' -I RIGID INSUL'" 1--i :•:_ ; = 1' I "' - APPLIED WATER PROVIDE BITUMINOUS MEMBRANE TO FOF NEV3 z u= - <,- i; III ,;1-1;i TREATED PLATES ATOP,.. --: 1- I1- I SLAB W/ "SUBFLOOR - a PROOFING EXTERIOR SURFACE OF FOUNDATION FND WALL MUST BEAR ATOP�:, ATOP NEW 4"RCONC SLAB WALL FROM GRADE TO FOOTING z COMPACTED FILL(CANNOT INSULATION BOARD REFER TO INSULATION CHART 0 BEAR ATOP BACKFILL) c, FND WALL MUST BEAR ATOP TERMITE SHIELD PROVIDE TERMITE SHIELD ATOP SILL, COMPACTED FILL(CANNOT INSULATION&SILL SEALER ATOP BEAR ATOP BACKFILL) FOUNDATION WALL&BELOW. REFER TO GENERAL NOTES. SECTION E-E CONCRETE WALL POURED CONCRETE FOUNDATION WALLS . SHALL BE IN &INSTAILLED SCALE : 1/4" - 1' - 0" ACCORDANCE WITHRUCTED BUILDING CODE &AS IN SPECIFIED. REFER TO GENERAL NOTES& CONCRETE CHART MASONRY WALL MASONRY WALLS SHALL BE IN { CONSTRUCTED&INSTALLED IN ACCORDANCE WITH BUILDING CODE&AS SPECIFIED. REFER TO GENERAL NOTES FC-1 CONCRETE FOOTING POURED CONCRETE FOUNDATION WALLS S 0. SHALL BE IN CONSTRUCTED&INSTALLED IN ACCORDANCE WITH BUILDING CODE&AS 12 12 SPECIFIED.REFER TO GENERAL NOTES& 12� �12 CONCRETE CHART JOHN C. GRAMLICH REINFORCING REINFORCING SHALL BE AS NOTED ARCHITECT COLD JOINT PROVIDE 2x4 KEYWAY CONTINUOUS BETWEEN FOOTING&FOUNDATION WALL PO BOX 820 COMPACTED FILL ALL FOOTINGS&THE LIKE SHALL BEAR ATOP YAPHANK, NY 11980 COMPACTED FILL AS NOTED. TEL(631)384-1752 ti} Attic OC BEARING SOIL ALL FOOTINGS&THE LIKE SHALL BEAR ATOP JCGRAMLICH@GMAIL.COM SOIL SUITABLE FOR BEARING AS DETERMINED BY SOIL BORING TEST OR THE CLIENT INFO: LIKE, REFER TO GENERAL NOTES& STRUCTURAL CHART. CHRISTINE & WILLIAM FC-7 FC-6 FC-6 FC-7 BACKFILL BACKFILL SHALL BE ACCOMPLISHED IIN PAPARELLA S-0. S-0. t 2x10 CJ 16"OC -0.2 -0.2 ACCORDANCE WITH CODE. REFER TO _,�.2N�D FLR CLG HT � @ 2ND FLR CLG HT GEENRAL NOTES +Y 20'4 3/4"EL +20'-4 3/4"EL 2095 NASSAU POINT RD WINDOW HD HT WINDOW HD HT CUTCHOGUE, NY 11935 +19'-4 3/4"EL +19'-4 3/4"EL o FC-4 FC- C-1 PROJECT INFO: q -0.2 -0.2 0.2 o rn co 2095 NASSAU POINT RD CUTCHOGUE, NY 11935 ROOF PL HT 12 _j ROOF PL HT +13'-9"EL 12� - +1 T-9"EL Y- C-1 C-4 4� -0.2 S-0. M< I 12 Y N _oL 2x Q5 I N 2ND SUB FLR RR @16"OC 3/ T&G PL OOD SUB-F 8RR 2ND SUB FLR _ M +11'-4 3/4"EL 2x6 SJ @16"OC EP PLANT SHELF _ 2x10 FJ @16"OC @�6'pC +11'-4 3/4"EL M PROJECT TITLE: 2ND FLR PL HT 2ND FLR PL HT PAPARELLA RESIDENCE +10'-0"EL x6 J 16.."0 +10'-0"EL S- " s-J PROJECT DESCRIPTION: OL WINDOW HD HT -� I I WINDOW HD HT +8'-0"EL 5_� ;I; +8'-0"EL NEW RESIDENCE PHASE: 4 J ; ;I; ; o CONSTRUCTION (CD) Z iiii o C 9= i i b CHECKED BY: INCEPTION DATE: I I , 00JCG 10.07.2021 D-1 w i III W I I DRAWN BY: CURRENT DATE: Fo 3 Cover d 1 JCG 07.13.2022 BLUESTO E ATOP 4" s-o. Porc I III OL 1ST SUB FLR P,C NC SLAB BLUESTO E I i i i 1ST SUB FLR BLUESTO E ATDP 4"_1DRAWING TITLE: 0'-0"EL(EL 13.0) ,--7a0'- L(EL 13.0) - I , u a"P.CONCSLAB�'; ;_ I� s �,,,,.� = i - �, BUILDING SECTIONS L�ci�A TE15I1�: GID INSUL. . RIGID INSUL ( ' I �0I r TREATED PLATES ATOP !�, .jjl�=i_: Ljr;, D D - E E T ui ii. " ii _T n ;� u o SLAB W/ "SUBFLOOR FND WALL MUST BEAR ATOP ATOP z COMPACTED FILL(CANNOT 4 BEAR ATOP BACKFILL) FND WALL MUST BEAR ATOP SHEET NO: COMPACTED FILL(CANNOT BEAR ATOP BACKFILL) SECTION D-D SCALE : 1/4" = 1' - 0" FC-1 FC-1 NAILING & FRAMING CONNECTORS FILE LOCATION: 12 _0.2 I VO 12 CONTRACTORS MUST REFER TO THE NAILING SCHEDULES&METAL 12 12 $ 12 I FRAMING CONNECTOR DETAILS LOCATED ON SHEET S-0.2 FOR 12 12 PROJECT REQUIREMENTS. SECTIONS GENERALLY MAKE ?+,� CALL-OUTS"FOR REQUIRED DETAILS BUT THESE CALL OUTS ARE REVISIONS: NOT ALL INCLUSIVE.CONTRACTOR MUST DETERMINE ALL NO. DATE DESCRIPTION LOCATIONS. REPORT ANY DISCREPANCIES&!OR NOTIFY ARCHITECT WITH ANY ISSUES OR QUESTIONS i \�?+'°� 011 ��-�� Q-pJ?o',�'' LOAD PATH DORMER WINDOW HT �p�' yG asp Attic _ ___ ____ Attic �� / ,' `'+� THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING THE"LOAD NF26'-O 11/16"EL @�o I 0 r------ 1. r--- i r--- i cpC) /�, I �,Q� PATH".ALL POST LOADS, BEAM POSTS, ETC.SHALL BE RESOLVED& 3 Q ___ S' O o ' ATTIC WINDOW HT CARRIED DOWN TO THE FOUNDATION SYSTEM. REPORT ALL _ ATTIC WINDOW HT _ �� \ % r--r-� " DISCREPANCIES TO THE ARCHITECT. 4 o r I ! ! I I I �' +24'-8 3/4°EL - +Q4'-8 3/4' EL ^ I I s,, QG� �x1 b�2R @16"OC i , �r , I I O �Li I I O \ C) O O�j O I I I I I I i O i i I 1 I I Attic i 5 i� I �O L-------J L__A -J L-------J :: o p / p �� I I I .\ � o\ I 4 q _J 2x10 CJ @16"OC\� -J I L 2x10 CJ @16"OC L 2x10 Cp @16"OC FD-6 - 2ND FLR PL HT II 0.2 2ND FLR PL HT 7 VVIN 3!4"EL r--------------------------� WINDOW HD HT _ WINDOW HD HT �p^ r- � ------------------------ 1'A" +19'-4 3/4"EL i --r------ ------i----i i i----------r- i ------- i +19'-4 3/4"EL I 9 , I I I 1 , I I I I II I I II i I I I I I I 1 , I I I I I I I I I I M.S ite I 1 , Balcony ! I I Balcony I I I Bed m-2 4 II I I II I I I I II I I II o Co I I penoeow I I II I I I I CID q � NYS STATE LAW: FC-4 I I I 1 1 I ! ! I 1 , FC-4 FC-7 UNAUTHORIZED ALTERATION OR S-0. t -D.2 -0.2 I I I I I I I I I I I ! ! I I I 4 I I I I ADDITION TO ARCHITECTURAL L-_---_--_-i ------___-1----------� --------- ! i i i i i PLANS OR SPECIFICATIONS 2ND SUB FLR I I !I I I I " I 2ND SUB FLR Cl) _ BEARING A LICENSED ARCHITECT'S v +11'-4 3/4"EL I +11'-4 3/4"EL �* SEAL IS A VIOLATION OF PART OL 2ND FLR PL HT � � � � 2ND FLR PL HT _ 69.5.13 OF COMP CATION CODES, +10'-0"EL 16"O.W.TRU S FJ @16"OC 16"O.W.TRUSS J @16"OC +10'-0' EL - r-_-----__T--_- --------- r---------T- ----------1 r-------1 r----_---1 r---------- r 1 r--------I RULES AND REGULATIONS I ! I I 1 I I I f I I I I I I I I I WINDOW HD HT I I I ! ! ! ! ! I I I ! I I I I I WINDOW HD HT OF THE STATE OF NEW YORK. +8'-0"EL I I ( I I I I I I I I I I I I I I I +8'-0"EL I I I I I I I I I I I I I I I I I I f I I I I I I I r---_____-I �_______� r-_-___-_-I F ___- -- �_--__---1 I ! I ! I I I I 1 1 I I I ARCHITECT'S SEAL& SIGNATURE: Livin Rm Familv Rm Open to Above i i i i i i Kit h n i i i o FED AAC I ! I I I , I I I I I I I I I o �5 G RAM ti I I I I I I I I ! I II 11 BID L-------Ji I I I I I I I L-------- L--------I L ----j L------ J I I I I I I I I FD-4 j i I i i I i i FD-3 1 ST SUB FLR S-2. ! 3l4"T&G PL OOD SUB FLR I I 3141'T&G PLYWOOD SUB FLR I I 2.0 1 ST SUB FLR M _ 0- L 13.0) M 38 5� 0'-0"EL(EL 13.0) I ' ' 0"EL(E w `t UNDERSIDE FJ I I I j-iiy. l f.LLll((i I i_ :I P -I I r i i lI- I!+ , I e I I!:�,JP:� N S��AB;I!I I I I!_I i IL I f I{lii -. UNDERSIDE FJ I FOJC NEW -1'-4 3/4"EL "O.W.TR FJ @ 6"OC IGIb1(�5U>r I'1= 1 (-: J-)I hI 11-!I I I�-,,i I 1 R1GIC�(NSUL _._ -1'-4 3/4"EL 1 .+' -1 i I. 1 I__]'1``' l TREAT D'PLA ES ATOP i ,-I i i _I?!.__ f I I! -(I! • ;1=-I I!—i! -I!1=j�I-=1 I!.=�!!-1!i- -,P :Tirs��4wr"ISI�BLD(��t-1 I{.-I I f_-1!1-=1 I!._-:I 1=1 '. -i I!:MI I I--I I I--I I I 11=;i 1=1 I!.—III I i- I I 1 -Atb ((1-111: I l i i I'I I F-1 i IE I i F71I I: I I I==1{1=-I I!-!11-i 11 I=i I!: _I I,=!�=I I I-I I I I I I I I I={I i==4 C/o I o INV EL 8 -I �'--III- I= a FOUNDATION WATER PROOFING I I 0.5 4 o (SEE NOTES) Unfinished •. IN L .0 SEPTIC TANK FOUNDATION WALL&FOOTING I Basement ( o INV EL 7.8 I (SEE PLANS) OPTIONAL"FRENCH I I , "' S'2" 5-0" gr FND WALL MUST BE R ATOP DRAIN" (SEE NOTES) COMPACTED FILL( ANNOT BEAR ATOP B CKFILL) 06 BSMT SLAB I I I -9'-4 3/4"EL 15'-2" Ir � 0 FL;-1 .;�,.� ... -0.2 A k 12 1 SECTION H-H a7 SCALE : 1/4" = 1' - 0" OG ?� 12 @� 70RR JOHN C. GRAMLICH ARCHITECT PO BOX 820 Attic YAPHANK, NY 11980 TEL(631)384-1752 JCGRAMLICH@GMAIL.COM AttIC ATTIC WINDOW HID HT 2k6e PLATFORM FOR MECH EQUIP 160C' +24'-8 3/4"EL EXTERIOR DECK NOTES: CLIENT INFO: 314"T&G PLYWOOD SUB-FLR C,�@ x 1. PROVIDE 6"W DECK BOARDS. �soo z�6��P CHRISTINE & WILLIAM 2. BELOW DECK SHALL BE A WATERPROOF SYSTEM PAPAR E L LA �o o OF: 2.1. SELF ADHERING EPDM MEMBRANE ATOP 2x10 CJ @16"OC 2x10 CJ @16"OC 2.2. PITCHED J"MARINE GRADE PLYWOOD ATOP 2095 NASSAU POINT RD 2.3. tPER FT PITCHED FURRING ATOP CUTCHOGUE, NY 11935 2.4. DECK JOISTS DOOR HD HT _ ! !{I 3. DECK SHALL PITCH AWAY FROM HOUSE& +19'-4 3/4"EL --I-_ ! INCORPORATE A FULL LENGTH TRENCH DRAIN TIE TO A DRAINAGE LEADER PIPE. ! 4. DRAINAGE LEADER PIPE SHALL BE TIED TO ! SUBSURFACE DRAINAGE SYSTEM PROJECT INFO: edrm-5 Bath-4/5 Bath-2 Bedrm-2 2095 NASSAU POINT RD CID I L-1 L -- _ o CUTCHOGUE, NY 11935 II I.I I. i j :I I Bedrm-4 K-3 3/4"T&G PLYWOOD SUBTLR lul3/4"T&G PLYWOOD SUB-FLR II _!i 1x6 COMPOSITE DECK S 2. 1.1 2ND SUB FLR _ PROJECT TITLE: +1 V-4 3/4"ELY PAPARELLA RESIDENCE -A N NK 2 M 2x10 RJ/DJ @16"OC I 2ND FLR PL HT +10'-0"EL - PROJECT DESCRIPTION: REAR DOOR HD HT NEW RESIDENCE CUT LV FLUSH RIM&DECK ! ! -r- i LEDGER N(2)LOCATIONS TO ! I PHASE: I 11 ACCOMODATE DUCT WORK II CONSTRUCTION (CD) Kitchen akfast i o CHECKED BY: INCEPTION DATE: drm-7 Bath-6/7 JCG 10.07.2021 II DRAWN BY: CURRENT DATE: JCG 07.13.2022 11 Bedrm-6 1 DRAWING TITLE: FD-3 I ! -0.2 1ST SUB FLR BUILDING SECTIONS 0'-0"EL(EL —�I_-I�-I l,-:i_!;I�-II -I__I I_:,i�-,!�!-!II�.'''!',:i!_(i; -1-,?I-!i_i_i -!II-___II!II�-I!'1I-!I-iI w=I1i_-i!iI,--_!-�I-II II!I-11�I.-fI T!-Ri.I E-IAI.=-! IP LIATESC AwSTL.!O ABP;.iIi I _I�-i -I_sI I Il.':, !{�=I_-!I II-II--°I1I iI II--_-_(_iI I-1�_.'._,I fI,1':I_ !IC! -I I!� B I_,I 1!---._11_ii.j;__I_I_I'II i!II�-I 11 i I(f_��Ii1 Il iI!!!_�►__I;,II-YI"_11i-(I II_�I i'-i iI�lI I-i!I I h-I II 1=)_I_h i i1 I�-i-I-I-I!-iI=rI,_l..I.L-I_-I!`!i�{-!-I_I�I I.-I-I;I_iI I _e! . ;1. •. -I!_1=I C B! i!�-I-_I i:!:--,-I_1R—,I,G!IDI!-INS-U-L_.-_+ .. , UND-1E'-R4S 3I/D41E"3 E.F0LJ) 4"P.CONSLA a-q FF - HH? J_ OV -.I DI UL IGTD IN L &i TE ,_., i-1 .= , =. -- I1. :_ __. =1'Im I^I F�I!�I I!-!I I_wl!I-I{(_--I I�---I i i-._;� • ' �I I I --I!�--1 I!.-�.I i I.__I I I-_I I-=i I I-�i{1-�,i!_--a i i--._;;I-i,I_-_I{I�_i�I-_,i 1��I I I=i I I�_!{I----�I I_,_I I hI I_—I SLAB W/ "SUBFLOOR i_� .� _I I=1 f�;111.=1 i:==1 I I�I(1.=-=1 I I-�I i;=1 I f=!I I�I I(��f i I==1!I_�I!1�=1 i I ---I(�-1 I,— i 1=1!i---!11=(4 I. °� -1 I Ir I�s I!=I I L==1 I i.�l,1-1 I Iv ' + I� _ 1 I- ATOP._ ql .=1 ,� SHEET NO: • J�.,:_,L-1!;-1 I I_=1 I I_=1 11-I i I.=i I 1=1 I I-=1 11�.=1 I 1=i I 1=1 i 1=1!l=iiI=1 11.=-i 11= I 1i I I�(I 1=1 ,_-1�I ,��.��,,__1!�._I!,�.I I I j- i�_i i_, I i .. I.-W- F,LI I:r := :LI I.....l J:1�I z SECTIONF-F M FND WALL MUST BEAR ATOP " COMPACTED FILL(CANNOT r • SCALE : 1/4" = 1' - 0" BEAR ATOP BACKFILL) FILE LOCATION: ----------------------------------------------------- 3C-F--- ------ I I I I I 12 REVISIONS: I 12 pG "z:z:I3 7® ��@16 2xs RR @16„oc N0. DATE DESCRIPTION 12 DORMER PL HT I ®7 +28'-0 1/8"E I DORMER WINDOW HD HT m 2 - Attic 3 - 4 2xSe�CF@�6pG EXTERIOR DECK NOTES: 5 - ,i� �� / 12 1. PROVIDE 6"W DECK BOARDS, 4 2• BELOW DECK SHALL BE A WATERPROOF SYSTEM °O 6 o 2.1. SELF ADHERING EPDM MEMBRANE O 2.2. PITCHED'J"MARINE GRADE PLYWOOD ATOP 2x10 CJ @16"OC 2x10 CJ @16"OC 7 2.3. "PER FT PITCHED FURRING ATOP s 2.4• DECK JOISTS 3. DECK SHALL PITCH AWAY FROM HOUSE& DOOR HD HT 1 +19'-4 3/4"E L INCORPORATE A FULL LENGTH TRENCH DRAIN TIE 9 - TO A DRAINAGE LEADER PIPE. FOYER WINDOW HD HT I I I I I 4. DRAINAGE LEADER PIPE SHALL BE TIED TO - % +17'-8 3/4"E I I I I Y ,� I zi SUBSURFACE DRAINAGE SYSTEM ELY .FOYER ROOF PL HT i i Open to Below i i i i Open to Below NYS STATE LAW: 2x8 RR @12"OC I I I I I I Balcony ALONG ARCH -4 FC-7 C-1 710.2 -0.2 -0.2 I I � 1 I BUILT UP BEA I I I I -- UNAUTHORIZED ALTERATION OR �2x8 RR@12"OC �I _ _ ADDITION TO ARCHITECTURAL ALONG ARCH I� I I I to C, I I o o K-1 SIM M i i "' S-2. K-2 I I PLANS OR SPECIFICATIONS . '.ti CD I I I E 1x P s-2. I'I , BEARING A LICENSED ARCHITECT'S Cl) BUILT UP BEAM _ ---------_----� 2 10 FJ 16"OC �-_ .( , 6 COMPOSITE DECK I I 2ND SUB FLR SEAL IS A VIOLATION OF PART -------------------- --- I II o II II - 2ND SUB FL_ I I ----------------------- +11'-4 3/4"EL I I I ' 2x10 DJ 16"OC 69.5.E OF TITLE 8 OF THE T.O. DOOR TRANSOM ______________ _ � @ � 2ND FLR PL HT OFFICIAL COMPILATION, CODES, 2ND FLR PL HT dill 1 1 2x4 CJ @16 OC +10'-0"EL REAR DOOR HD HT RULES AND REGULATIONS I I OF THE STATE OF NEW YORK. NI I---------------- +9'-0"EL ly - I I I I I I J L I WINDOW HD HT11 +$ I I i i i I I ARCHITECT'S SEAL&SIGNATURE: I I ► I " Foyer I I I Living Rm Covered4 ED q I I I I I I I Open to Above I I I Open to Above ised P i I I 5 y I I I I I I I I I I b i i I I I I I o� ♦ G R.q PD- J -1----- I " -----r j BL ES7QNE TOP 4" S 0. 3/4"T& LYWOOD SUB-FLR 1 I I 3/4"T&G PLYWOOD SUB-FLR r F 0 2 LUESTONE ATOP 4" I I I I ;CO�NC NE ATOP 4 I I Ib. 0 SLABI 1ST SUB FLR0OF NE`NP LAB I 1ST SUB FLR eL F . . . . .. . . , . .. . .. ' _ ;;_! j—_9 1-1!i�=i M I.�!!(�..�! ... EL UNDERSIDE FJ M y 1 "O.W.TRUSS FJ @16" C 1O.W.TRUSS FJ 16"0 _.I -1'-4 3/4' EL -- - W E I -------------- ------- ---- - I UNDERSIDE FJ - .. I _}I_�--;I(-�I�I�i -r �.-__� �._ ., '` -------------- --------------- I -1'-4 3/4"EL � MPAC7EIIiliL""! ..:.. I ..==l -III 0 I I M FOUNDATION WATER PROOFING"-" I ST BEAR ATOP Unfinished Unfinished Z FILL(CANNOT (SEE NOTES) o •.: TOP BACKFILL) Basement COLUMN(SHOWN FOR Basement FOUNDATION WALL&FOOTING q x E CT I O N G 1 REFERENCE.SEE PLANS) `' (SEE PLANS) — — �, CND WALL MUST BEAR ATOP SOPTIONAL"FRENCH COMPACTED FILL(CANNOT SCALE : 1/4" - 1' - O" DRAIN" (SEE NOTES) BEAR ATOP BACKFILL) 4"P.CONC SLAB .:: BSMT SLAB -9'-4 3/4"EL yro� g / SECTIONG-G L_ __ FOOTING(SHOWN FOR REFERENCE.SEE PLANS) SCALE : 1/4" = 1' - 0" TABLE P3201.7 JOHN C. GRAMLICH SIZE OF TRAPS FOR PLUMBING FIXTURES ARCHITECT TRAP SIZE PLUMBING FIXTURE MINIMUM (inches) PO BOX 820 Bathtub(with or without shower head and/or 1'/z YAPHAN K NY 11980 tmt V1R '� VIR whirlpool attachments) Bidet 11/4 TEL (631)384-1752 Clothes washer standpipe 2 JCGRAMLICH@GMAIL.COM Y 1 1/2'Y CONDENSATE ORNN PPE T/B Y � I I-0 WNDFNSATF DRAIN Po T Dishwasher on separate trap) 11/1 a CONNECT TO THE a CONNECT TO THE ( p p) WASTE WATER SYSTEM WASTE WATER SYSTEM C Floor drain 2 CLIENT INFO: WTH P TRAP WITH P 7RAP Kitchen sink(one or two traps,with or C H R I ST I N E & W I L L IAM without dishwasher and food waste disposer) 11/2 PAPARELLA ' Laundry tub(one or more compartments) z Lavatory 1'/4 2095 NASSAU POINT RD I I I s.. I I I Shower(based on the total flow rate through > I & showerheads and bod s ra s g CUTCHOGUE, NY 11935 YP Y ) L� I 1� ♦ I ♦ Flow rate: Will ! I I I 5.7 gpm and less 2 I I I I t v I t I 0 1 1 •,CONDENSATE DRAIN PEE T t SHOWER More than 12.3 gpm up to 25.8 gpm 3 I I a CONNECT to THE °° I [ I I wC More than 5.7 gpm up to 12.3 gpm 2 s11owER j SHOWER WASTE PW�SSHOWER YSTEM •,� _ I More than 25.8 gpm up to 55.6 gpm �1 I I 4 PROJECT INFO: For SI: I inch=25.4 mm. 2095 NASSAU POINT RD WB i { ,1 I I I1 2 2 0 2"f 2"4 2*0 11. CUTCHOGUE, NY 11935 PLUMBING RISER NOTES P3103.1 ROOF EXTENSION OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE --------- -- ----- ---------- ------------------------------------------- -- ----------------------------------------- ---------- ------------ ---------- ---------------------------- ------- ------------------------- --- -- ----------------------------------- ------------------ ----------------------------------------------------------------- - --------------------------�-----------�---------- ------------ -----------------------r-----------r--------- -------------- - - - - TERMINATED NOT LESS THAN 6 ABOVE THE ROOF OR 6 ABOVE I I I I THE ANTICIPATED SNOW ACCUMULATION,WHICHEVER IS PROJECT TITLE: GREATER.WHERE A ROOF IS TO BE USED FOR ASSEMBLY,AS A PROMENADE,OBSERVATION DECK PAPARELLA RESIDENCE EM OR SUNBATHING DECK OR FOR SIMILAR PURPOSES,OPEN VENT (� 0� it & PIPES SHALL TERMINATE NOT LESS THAN T-0"ABOVE THE ROOF. PROJECT DESCRIPTION: ® b Will REF. SRAc DW SIW CLEAN Our ONTHE r I e I r I - - r P3103.2 FROST CLOSURE NEW RESIDENCE CLEAN OU'BY sip WALL OF GARAGE WR We I WB w6 I I WC 00 °0 I t I I T ® WC WB � we � WHERE THE 97 SHOWER .5-PERCENT VALUE FOR OUTSIDE DESIGN PHASE: INALLETRaIK SHOWER SHOWER SHOWER TEMPERATURE IS 0 DEG. F(-18 DEG.C)OR LESS,VENT !I a ll 4• I 1 1 - EXTENSIONS THROUGH A ROOF OR WALL SHALL BE NOT LESS cD I I I THAN 3"IN DIAMETER.ANY INCREASE IN THE SIZE OF THE VENT CONSTRUCTION (CD) ro SHALL BE MADE NOT LESS THAN 1'-0"INSIDE THE THERMAL 1 ENVELOPE of THE BUILDING. CHECKED BY: INCEPTION DATE: 4•' 4" JCG 10.07.2021 NAILING & FRAMING CONNECTORS eo A• = DRAWN BY: CURRENT DATE: a WASIE PPE o s� / CONTRACTORS MUST REFER TO THE NAILING SCHEDULES&METAL JCG 07.13.2022 FRAMING CONNECTOR DETAILS LOCATED ON SHEET S-0.2 FOR PROJECT REQUIREMENTS. SECTIONS GENERALLY MAKE CIFN7 OUT IN of MAIN INTE "CALL-OUTS"FOR REQUIRED DETAILS BUT THESE CALL OUTS AREIN SIDE THE DRAWING TITLE: OF THE BASEMENT DA110NWALL NOT ALL INCLUSIVE.CONTRACTOR MUST DETERMINE ALL BUILDING SECTIONS °ma e_" LOCATIONS. REPORT ANY DISCREPANCIES&/OR NOTIFY ARCHITECT GG - G1 WITH ANY ISSUES OR QUESTIONS LOAD PATH SHEET NO: PLUMBINGRISER DIAGRAM THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING THE"LOAD PATH".ALL POST LOADS, BEAM POSTS, ETC.SHALL BE RESOLVED& CARRIED DOWN TO THE FOUNDATION SYSTEM. REPORT ALL Al DISCREPANCIES TO THE ARCHITECT. X s-o.2 FILE LOCATION: I I 2x10 RR @16"OC 2x10 RR @16"OC 12 II 7 II NAILING & FRAMING CONNECTORS ; ; Attic 12 �6�G CONTRACTORS MUST REFER TO THE NAILING SCHEDULES&METAL REVISIONS: FRAMING CONNECTOR DETAILS LOCATED ON SHEET S-0.2 FOR - i i 2x10 RR 16"OC 2� PROJECT REQUIREMENTS.SECTIONS GENERALLY MAKE NO. DATE DESCRIPTION "CALL_OUTS"FOR REQUIRED DETAILS BUT THESE CALL OUTS ARE I NOT ALL INCLUSIVE.CONTRACTOR MUST DETERMINE ALL LOCATIONS. REPORT ANY DISCREPANCIES&/OR NOTIFY ARCHITECT CIRCLE WINDOW HD HT +26'-4 3/4"EL 2 _ WITH'ANY ISSUES OR QUESTIONS Attic LOAD PATH FULLY WELDED --rl I I ATTIC WINDOW HD HT 3 I +24'-8 3/4"E L 4 PAN FLASHING III I a EXTERIOR DECK NOTES: - THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING THE"LOAD `D 2x8 RR @16"OC III 1. PROVIDE 6"W DECK BOARDS. PATH".ALL POST LOADS, BEAM POSTS, ETC.SHALL BE RESOLVED& 2x6 SJ @16"OC III I 2. BELOW DECK SHALL BE A WATERPROOF SYSTEM 5 _ CARRIED DOWN TO THE FOUNDATION SYSTEM. REPORT ALL I I i 2'-0" 3'8" 3'8" 3'_8, 1'-11 1/2" OF: DISCREPANCIES TO THE ARCHITECT. o LL 2.1. SELF ADHERING EPDM MEMBRANE ATOP o 2x10 CJ @16"OC 2.2. PITCHED t MARINE GRADE PLYWOOD ATOP 6 _h 2ND FLR CLG HT 2.3. 4"PER FT PITCHED FURRING ATOP 7 +20'-4 3/4"EL III � r <o _OL WINDOW HD HT i LL N � DECORATIVE CLG BEAMS 2.4. DECK JOISTS DOOR HD HT III I 3. DECK SHALL PITCH AWAY FROM HOUSE& _IJ INCORPORATE A FULL LENGTH TRENCH DRAIN TIE +19'-4 3/4"EL 8 - 1I FC-4 FC-7 C-1 II FOYER ROOF PL HT i_ TO A DRAINAGE LEADER PIPE. _ I I I I -0.2 -0.2 -0.2+1 T-2 3/4"EL 4. DRAINAGE LEADER PIPE SHALL BE TIED TO Q III I I '�� 1 1 I M.SUIte - I-I SUBSURFACE DRAINAGE SYSTEM o I I �._._ M.Bath M.Hall 00 II I, 60 o III �_-:_---_�_-�I I II I11 I I FC-4 FC-7 C-1 `" -0.2 -0.2 -0.2 11 NYS STATE LAW: III II i II r0' III _ 2x8 RR @ 6"OC I iii I — I K-2 M 2ND SUB FLR 2x6 SJ @ 6"OC � I 3/4"T&G PLYWOOD SUB-FLR " SK2-1 M � � Ir�-I I S 2 I,I `� UNAUTHORIZED ALTERATION OR 3/4 T&G PLYWOOD SUB-FLR I I ADDITION TO ARCHITECTURAL 1x6 COMPOSITE DECK +11'-4 3/4"EL I 2ND SUB FLR PLANS OR SPECIFICATIONS 2ND FLR PL HT _ I +11'-4 3/4"EL BEARING A LICENSED ARCHITECT'S 2x10 DJ �t SEAL IS A VIOLATION OF PART +10'-0"EL " III 16"O.W.TRUSS FJ @16"OC @16"OC 2ND FLR PL HT _ .- 11 III I I 16"O.W.TRUSS FJ @16"oc i +10'-0"EL 69.5.E OF TITLE 8 OF THE h WINDOW HD HT I III OFFICIAL COMPILATION, CODES, +8'-0"EL I ili I iii CUT LVL FLUSH RIM&DECKLT L I WINDOW&DOOR HD HT RULES AND REGULATIONS LEDGER IN(2)LOCATIONS TO I I +8'-0"EL OF THE STATE OF NEW YORK. ACCOMODATE DUCT WORK I I I I I I III I I Jr.M.Suite o I I I I III Jr.JrM.Bath FamilyRm ' I o I I I I I Covered I I ARCHITECT'S SEAL&SIGNATURE: I ii I iii i i o 0 Raised Patio � I II I III I I III I I I I I I I I I I co q �ED ApC I ii I iii I I III I III I III FD-2 PD- I OL 1ST SUB FLR i i i iii -2.0 -2.0 3/4"T&G PLYWOOD SUB-FLR 3/4"T&G PLYWOOD SUB-FLR S-2. S-2.0 ' BLUESTONE OVER 4"P.CONC SLAB I I 1 ST SUB FLR OL UNDERSIDE FJ I i \\ZK / V0'-0"EL(EL 13.0) Zt - -l'-4 3/4"EL I ( • 16 O.W.TRUSS I @16" (�I_- 1 h-iII-~!I,I `t I LEI I I'= I!l= i !xl I ice!11; I UNDERSIDE FJ '9�• 03805� 1 "O.W.TRU S FJ @16"OC `I - — _,II -1'-43/4"EL FUFN�W Z '�I�_ I�I�I�I�IiIC MPACTjEDIFILLi1 III f�i ��i • FND WALL MUST BEAR ATOP" COMPACTED FILL(CANNOT r Unfinished FOUNDATION WATER PROOFING Z (SEE NOTES) Basement FND WALL MUST BEAR ATOP BEAR ATOP BACKFILL) COLUMN(SHOWN FOR FOUNDATION WALL&FOOTING o coo REFERENCE.SEE PLANS) _ (SEE PLANS) COMPACTED FILL(CANNOT OPTIONAL"FRENCH BEAR ATOP BACKFILL 0.<"� DRAIN" (SEE NOTES) ) o 4"P.CONC SLAB r � o r r BSMT SLAB r r ° : FOOTING(SHOWN FOR REFERENCE.SEE PLANS) -9'-4 3/4"EL r . o L — — — J r , 2x10 RR @16"OC ltii` {� 'yam III. s r r' SECTION K-K ' r SCALE : 1/4" = 1' - 011 r CIRCE WINDOW HD HT _ r r Attic r \\' i` �I .,�� I JOHN C. GRAMLICH I �o ARCHITECT PO X 820 YAPHOANK NY 11980 rr r \\ I TEL 631 384-17 2 ( ) 5 /fir /2x10 CJ @16"OC `� °o\ 2ND FLR CLG HT JCGRAMLICH@GMAIL.COM +20'-4 3/4"EL WINDOW HDHr� CLIENT INFO: 2'-0" I I 3'81�R `o +19'-4 3/4"EL SOFFIT I i SOFFIT \ CHRISTINE & WILLIAM rr ` r-----� r-----� � � i i \` \� ROOF PL HT _ PAPARELLA L i r J j I-J +1 T-4 3/4" T I I I I ! I I I II 2095 NASSAU POINT RD I I I I I I I II I " I � i i FC-4 C-1 CUTCHOGUE, NY 11935 I -----� ?------� I I 0.2 0.2 CIO I I -- ---f --- 9 I `II Open to Below I 2x6 RR @1TOC I I I 2x6 SJ @1TOC PROJECT INFO: 3/4" GPLYWOODS-1h-FLR I 2ND SUB FLR 2095 NASSAU POINT RD _,I_u u 2ND FLR PL HT CUTCHOGUE, NY 11935 I I IT O.W.TRUSS FJ @16"OC ( ' +10'-0"EL I I I I I I NDOW HD HT� PROJECT TITLE: Foyer ; I ; ; ; : PAPARELLA RESIDENCE PROJECT DESCRIPTION: Open to Above NEW RESIDENCE I I I I I I I I o •-- I I I I I I I I Bo I I I 1 I I I I I I I I I I I I PHASE: CONSTRUCTION (CD) ' I I 3/4"T&G PLYWOOD SUB-FLR I I "T P YW D - I 1 FD2 0 1ST SUB FLR CHECKED BY: INCEPTION DATE: 16"O.W.TRUSS FJ 16"OC UNDERSIDE FJ JCG 10.07.2021 @ I 16"O.W.TRUSS FJ @16"OC I I -1-4 3/4 EL DRAWN URRENT JCG BY. 07 13 2022E Unfinished FOUNDATION WATER PROOFING DRAWING TITLE: Mech & Elec Rm (SEE NOTES) o BUILDING SECTIONS Basement FOUNDATION WALL&FOOTING JJ - KK (SEE PLANS) OPTIONAL"FRENCH DRAIN" (SEE NOTES) SHEET NO: BSMT SLAB, -9'-4 3/4"EL SECTION J-J SCALE : 1/4" = 1' - 0" FILE LOCATION: REVISIONS: / CONTINUOUS BAFFLES PROVIDING NO. DATE DESCRIPTION / CONTINUOUS AIR FLOW TO VENTED i SHINGLE ROOF ob / ATTIC /ROOF PAPER � SHINGLE ROOF i 1 / F,Q �� - - -- - - - - - - (2)LAYERS "PLYWOOD ROOF // ROOF PAPER PVC RAKE FASCIA ------- -- _ _ _____� 2 PLYWOOD ROOF 2x4 OUTLOOKER FLAT SHEATHING @CURVED EAVE/ // / , CROWN MOULD - SHEATHING THEREAFTER / }" 3 SHEATHING /i WOOD RAFTER W/BATT DBL END RAFTER 2x6 NAILER BLOCKING i INSULATION RAKE FASCIA BD OVER - METAL DRIP EDGE � / 112"GYPSUM CEILING BD BLOCKING - METAL DRIP EDGE GUTTER � J"PLYWDOOD SCABBED CATHEDRAL CLG) PVC RAKE SOFFITI PVC RAKE FRIEZE 5 TO SIDE OF EA.RAFTER. LOCKING I DBL TOP PLATE 6 1x6 FASCIA BD OVER 2x6 CUT TO RADIUS 1x6 FASCIA BD CROWN MOULD - BLOCKING::::�L DBL TOP PLATE DBL TOP PLATE PVC RAKE FRIEZE I 1/2"GYPSUM WALL PVC VENTED SOFFIT 1'_0• I PVC VENTED I OVER BLOCKING BOARD - 1/2"GYPSUM WALL SOFFIT 1/2"GYPSUM WALL "PLYWOOD ROOF I WOOD FRAMED GABLE "PLYWOOD ROOF BOARD J"PLYWOOD ROOF BOARD SHEATHING END WALL $ - SHEATHING SHEATHING SIDING OVER HOUSE SIDING OVER HOUSE I WOOD FRAMED WALL WI SIDING OVER HOUSE I WOOD FRAMED WALL W/ WRAP BARRIER _ WRAP BARRIER BATT INSULATION WRAP BARRIER BATT INSULATION 9 EV-2 ROOF EAVE DETAIL 1"=1'-0" EV-1 ROOF EAVE DETAIL 1"=1'-0" EV-2 ROOF EAVE DETAIL 1 "=1 '-0" NYS STATE LAW: UNAUTHORIZED ALTERATION OR ADDITION TO ARCHITECTURAL PLANS OR SPECIFICATIONS BEARING A LICENSED ARCHITECT'S SEAL IS A VIOLATION OF PART 1/2"GYP BD CEILING 1l2"GYP BD CEILING 69.5.E OF TITLE 8 OF THE --DBL TOP PLATE-FIREBLOCKING z —1/2"GYP BD CEILING OFFICIAL COMPILATION, CODES, DBL TOP PLATE FOR BRG& DBL TOP PLATE FIREBLOCKING 2x4 WOOD STUD WALL DOUBLES AS FIREBLOCKING W RULES AND REGULATIONS W/BATT INSULATION (1)LAYER 1/2"GYP BD 2x4 WOOD STUD WALL o GYP BD CEILING OF THE STATE OF NEW YORK. (US o (USE 112"GREENBOARD OVER SHOWER (1)LAYER 9/16"OSB OR o APPROVED ALTERNATE Z (1)LAYER 1/2"MOISTURE&MOLD RESISTANT ARCHITECT'S SEAL& SIGNATURE: "BARRICADE"HOUSE WRAP w CEMENT BOARD(GREEN BOARD) (1)LAYERS GYP BD EA RIGID INSUALTION SIDE OF WALLLL (1)LAYER 1/2"TYPE GYP BD � !�r-u ARC EXTERIOR SIDING VARIES ¢ (1)LAYER 1/2"DUROCK BRAND CEMENT BOARD �C?� �C� C' F?A� t OR APPROVED ALTERNATE Q ,� o ON WET SIDE OF STUD. EXTERIOR INTERIOR INTERIOR INTERIOR BATHROOM a INTERIOR NOTES: m SINGLE BOTTOM PLATE 1, REFER TO ENERGY REPORT FOR SINGLE BOTTOM PLATE z SINGLE BOTTOM PLATE uj FINISHED FLOOR INSULATION TYPE&R-VALUE. FINISHED FLOOR 2. REFER TO EXTERIOR ELEVATION ui FINISHED FLOOR S�y� 038051 FOR SIDING MATERIAL pF NE`N WD01 2x4 EXTERIOR WALL 1"=1'-0" WD02 INTERIOR 2x4 WALL 1"=1'-0" WD03 INTERIOR BATHROOM 2x4 WALL SUB FLR 3/4"FINISHED FLOOR (1)LAYER 3/4"PLYWOOD SUBFLOOR TRUSS TYPE JOISTS @16"O.C. TRUSS TYPE JOIST DIRECTLY OVER WALL I F �- (1)LAYER 112"GYP BD AS DRAFTSTOPPING @10'-0"INTERVALS *' k-A SPRAY FOAM INSULATION ENTIRE CAVITY OF FLOOR JOHN C. GRAMLICH JOIST @EXTERIOR WALL ARCHITECT WALL ASSEMBLY VARIES PO BOX 820 BLOCKING AT 10'-0"FOR WALLS r,771 YAPHANK, NY 11980TEL 631 384-1752 TALLER THAN 10'0" DRAFTSTOPPING DTL DS01 I JCGRAMLICH@GMAIL.COM (1)LAYER 1/2" GYP BD CEILING � CLIENT INFO: CHRISTINE & WILLIAM FD01 OPEN WEB JOIST OVER WALL 1"=1'-0" FD02 OPEN WEB FJ DRAFTSTOPPING 1"=1 '-0" FD02 OPEN WEB FJ AT EXT WALL 1"=1 '-0" PAPARELLA 2095 NASSAU POINT RD CUTCHOGUE, NY 11935 PROJECT INFO: 2095 NASSAU POINT RD CUTCHOGUE, NY 11935 PROJECT TITLE: PAPARELLA RESIDENCE PROJECT DESCRIPTION: NEW RESIDENCE PHASE: CONSTRUCTION (CD) CHECKED BY: INCEPTION DATE: JCG 10.07.2021 DRAWN BY: CURRENT DATE: JCG 07.13.2022 DRAWING TITLE: WALL TYPES & TYPICAL DETAILS SHEET NO: FILE LOCATION: - ----- -- REVISIONS: 0 0 Dw i L_-- - --- -- -- -------_ _ __ --_I -_- NO. DATE DESCRIPTION Ba h- I I I t 6/7 I I I I 2 — a I II I - - - 12"D LINEN CAB 114 ------------- - --- I I I ISLAND I I I I 4 I -- Bedrm- edrm-6 - I ------- ------ 113 112 ; I II I ------- I II j l 5 Bath-8 ❑ ❑ r Kitchen i i eakfa i 6 116 I z I 106 � � 107 3-Car Garage i 4 --_ I I I 7 = Li I 117 I II I _ I ----- � 115 Lndr -1 I I � I 8 D w 1 I �i i �l i i i I g - II I 11 Hall II i1 Ii ii i - I II II II II I I II I 11 111 II II 7II I I ------------------------------------------ — — — — NYS STATE LAW: N j UNAUTHORIZED ALTERATION OR ' ( � I � I I t�aa-= I ADDITION TO ARCHITECTURAL Pntr_, P —� PLANS OR SPECIFICATIONS 110 BEARING A LICENSED ARCHITECT'S --- - ---- - ----I ----- ---- - ---- --LL Guest/ ffice III I; j SEAL IS A VIOLATION OF PART --- - -- 10 I; 69.5.B OF TITLE 8 OF THE OFFICIAL COMPILATION, CODES, I RULES AND REGULATIONS I' OF THE STATE OF NEW YORK. I II I I I I I I I wdr Living Rm G=7 -_-_- O II I I I I �,I i CI Foyer C 10- II ARCHITECT'S SEAL & SIGNATURE: Above III I I I I I I I 10 � I � I � I' ��ED ARC, ALTERNATES I F� I I• Ij I 0 j C?�� G RA'y y CONTRACTOR MAY SUBMIT ALTERNATES TO THE ARCHITECT& �� — Open t0 I I I I I I 1 OWNER FOR APPROVAL. I I I I I I Above I I III I I I FINISH SCHEDULE I I I � y 3s05 RM NO ROOM NAME FLOOR BASE N S E W MATERIAL HEIGHT 100 FOYER FL 04 BS 01:PT 03 PT 01 PT 01 PT 02 PT 01 PT 02 10'-0" 101 JR M. SUITE FL 01 BS 01:PT 03 PT 01 PT 01 PT 02 PT 01 PT 02 10 -0 - I I DIRECT VENT 2-SIDED GAS FIREPLACE - El II I II II 102 JR M.BATH FL 02 BS 02 WL 02 54 PT 01 PT 01 PT 01 PT 02 10 -0 MOISTURE RESISTANT GYPSUM WALLS II IL D - CE L �,� AFF & CEILINGS. CEMENT BOARD BEHIND - - 103 ill ;. PT 0154" ALL TI LE WALLS J r.M.Clo " � ` .' p I I I TO 120" ' I I I 103 JR M. CLOS FL 01 BS 01:PT 03 PT 01 PT 01 PT 01 PT 01 PT 02 - 10 -011 104 FAMI LY RM FL 04 BS 01:PT 03 PT 01 PT 01 PT 01 PT 02 PT 02 - 10 -0 --_-_ .__ _.. ._ . _ _ . . - _ . .._ .. .. . _ - _ __. -- -__-__ . _ _ I �� II____ Family Rm 105 LIVI NG RM _ _.._. FL 04 BS 01:PT 03 PT 01 _ PT 01 PT 01 PT 02 _ PT 02_ 10�� _-._- __-- _ ____--- --- _---., _ _-.- -----.-- - Jr.M.Sulte N Y. __ _ - 106 KITCHEN FL 03 BS 01:PT 03 PT 01 PT 01 PT 02 PT 01 PT 02 10 oilhl • PT 01 PT 01 PT 02 '- " 11011 N it �I 107 BREAKFAST FL 03 BS 01.PT 03 PT 01 PT 02 10 0 �.,_. __._._....._ -..-. .- PT 01 PT 02 .101-0'1_. �_..__. __-____N..�..__-_-__._.._-.�_____.- . __._. ... .--..._.W�__...M..___p__ 'I 102 r 108 GUEST/OFFICE/OFFICE FL 01 BS 01:PT 03 PT 01 PT 01 PT 02 _., __ .-_. .._._.__ _ — — _ L-- -- _ .. __ . _ ..._. ., ....� .�_... _. Jr.M.Bat ------ JOHN C. GRAMLICH _- _. _.__. ...-_�.. ..ry...__.. ..-_.�_. .___--.. _ PT 02 PT 02 10'-0" w... ..._. _.,..._._...._.._,_...... - _ _ 109 _.__..__._ PWDR....___..____._.-_,.._....._.___ .... F-L _ .....__ BS 01:PT 03 PT 01 PT 01 PT 01 . _._ -.. . ._.. . - . -_ - ._. _.-_,. ._._......._-___.__ ---_._______...._..- -..._ .._......_...._.__.-_.-___ � r ARCHITECT PT 01 PT 02 PT 01 PT 02 10'-0" _ _ ____ __.. _. ___ _..__..,____. 24"DSEAT --- _.. �i �L.__..-..... _ _....�_._._.___..._ .�.� ._. I r-,, PO BOX 820 110 PANTRY FL 01 BS 01:PT 03 PT 1 111 HALL FL 04 BS 01:PT 03 PT 01 PT 01 PT 02 PT 01 PT 02 10 -0 i ®II _ __- 112 BEDRM-6 FL 02 BS 01:PT 03 PT 01 PT 01 PT 02 PT 01 PT 02 10'-0" o YAPHANK, NY 11980 113 BEDRM-7 FL 01 BS 01:PT 03 PT 01 PT 01 PT 02 PT 01 PT 02 10'-0" TEL 752 - _ -- -- MAIL.COM 114 BATH 6/7 FL 02 BS 02 WL 02 54" PT 01 PT 01 PT 01 PT 02 10 -oil MOISTURE RESISTANT GYPSUM WALLS CLIENT INFO: AFF & CEILINGS. CEMENT BOARD BEHIND CHRISTINE & WILLIAM PT 0154" ALL TI LE WALLS PAPARELLA TO 120" _ -____ ._____ _........_ _____ __ ___ __ _-__________ _,__ .-_. __ - - _ _ FIRST FLOOR FINISH PLAN 2095 NASSAU POINT RD 115 LNDRY-1 FL 04 BS 01:PT 03 PT 01 PT 01 PT 01 PT 01 PT 02 10'-0" CUTCHOGUE, NY 11935 116 BATH•8 FL 02 BS 02 PT 01 PT 01 PT 01 PT 01 PT 02 10'-0" ------------ 117 GARAGE FL 05 NONE PT 01 PT 01 PT 01 PT 01 PT 02 10'-0" PROJECT INFO: 2095 NASSAU POINT RD CUTCHOGUE, NY 11935 MATERIAL �')CHEDULE DESCRIPTION j ITEM MARK TYPE SIZE COLOR BRAND MODEL NOTES PROJECT TITLE: FLR CARPET FL 01 CARPET X PER OWNER PER OWNER X PAPARELLA RESIDENCE FLOOR TI LE FL 02 TILE 12x12 PER OWNER PER OWNER X PROJECT DESCRIPTION: FLOOR TILE-----__._- FL03 ------ TILE 24x24-_—_-_-___.--_--- -PER OWNER------___..._.______-- PER OWNER X ___. ...._ ._ .. _ __.-- -- -- -_._. ..._- NEW RESIDENCE FLOOR WOOD FL 04 WOOD 6" WIDE PLANK PER OWNER PER OWNER X PHASE: FLOOR CONIC FL 05 CONC SEAL PER PLAN PER OWNER PER OWNER X .__..._. ..__,_.._...____......._._...____... - _ -- - . ._ _ _ -_ CONSTRUCTION (CD) ._...---___._-_.._.__...._.._..__.-_-.-__ _ _._,___._.__ _------ -----_._.---__...__ _._.._ ._..__.___.__. .____._ . _... _.- ._-... __. .._. -... _.-__--_.... __-.. -_-_ - __... ._ _. . .-_..._ _.-_ . D BY.CHECKED INCEPTION DATE: BASE BS 01 WOOD 4" HIGH PAINTED PER OWNER X JCG 10 07 2021 BASE BS 02 CERAMIC TI LE COVE 4" HIGH WHITE DALTI LE X ._.... _. _ .._ _. __. __.... ____-- - BY DRAWN CURRENT DATE: JCG 07.13.2022 WALL TI LE WL 02 TI LE SUBWAY 4x12 j WHITE DALTI LE X DRAWING TITLE: WALL TI LE WL 03 TILE 3x6 i MI NT DALTI LE X FIRST FLOOR FINISH PLAN PAI NT PT 01 EGGSHELL X WHITE FAMI LY BENJAMI N MOORE X ALL ITEMS TO BE PRI MED & PAI NTED Z COATS MIN SHEET NO: PAI NT PT 02 EGGSHELL X WHITE FAMILY BENJAMI N MOORE X ALL ITEMS TO BE PRIMED & PAINTED (2)COATS MIN PAINT PT 03 SEMI-GLOSS X WHITE FAMILY BENJAMI N MOORE X ALL ITEMS TO BE PRI MED & PAI NTED (2)COATS MIN e FILE LOCATION: REVISIONS: I r El o o I I � � i � � NO. DATE DESCRIPTION i jED ° - n. Bath- Ll Bath 9/10 F] 210 I Bath-4/5 _ II --------------- 213 ` I 2 edrm-10 Bedrm-9 12'D LINEN CAB Bedrm-2 I j 3 21- 218 Bed rm-5 edrm-4 4 _ - -- 212 211 -- - ------ Storage 5 - ------ 216 ` ! - I -- - 6 ------- ------ 7 - I 11 1T* D W Lndry_2 ---- g - _--i Hall Hall ii ii i I I Balcony Attic 217 I I 215 I I I I 200 I Ih NYS STATE LAW: II ' I UNAUTHORIZED ALTERATION OR 2,V D SEAT I 16"DSHELVES 16DSHELVES --J I CIO _ I I ADDITION TO ARCHITECTURAL -- - ---- Bedrm-3 208 -- _ II PLANS OR SPECIFICATIONS a ! i BEARING A LICENSED ARCHITECT'S 206 i SEAL IS A VIOLATION OF PART ath- ° I 69.5.B OF TITLE 8 OF THE 07 6 OFFICIAL COMPILATION, CODES, RULES AND REGULATIONS I OF THE STATE OF NEW YORK. i ; Open to Balcony B@IOW ARCHITECT'S SEAL&SIGNATURE: 200 ED Apo Open to Below I' s � e� _---_- q 038051 --- - - --- --- ! j { OF NE`� I I I --i Balcony I I I I I I I I 200 ; I I I I I I I I I I I I ° ° ALTERNATES _ C I CABINET CABINET P" h�F'' y� - � DIRECT VENT GAS FIREPLACE CONTRACTOR MAY SUBMIT ALTERNATES TO THE ARCHITECT& CIOS I " OWNER FOR APPROVAL. 204 M.Suite (j 2 01 ^ I I FINISH ,` E"CHEDULE --- Mgdtfi .Hail I I IIII IIII WALLS !CEILING NOTES �20 ________ 22 RM NO ROOM NAME FLOOR BASE N S E W MATERIAL HEIGHT I I I II I t '- _h ,,,.. 200 BALCONY FL 04 BS 01:PT 0 - __ -. -_ _. Clos = I I I I 201 M. SUITE FL 01 BS 01:PT 03 PT 01 PT 01 PT 02 PT 01 PT 02 CATHDRL _.__.. -_..- _-__ _ _. _._. _.. _._._ _____._____.._- --.-_ . __._. ___.__..---_.__. _ _ _.__ __.____... .-___. __.___._.._-__.__.._ --__.-_-.- - _ . .-.. ._ . ..___-__.-_.---__..___--_------- ---.__._.-_.__ 2 33 JOHN C. GRAMLICH 202 M.BATH FL 02 BS 02 WL 02 54" PT 01 PT 01 PT 01 PT 02 9'-0" MOISTURE RESISTANT GYPSUM WALLS i ❑ ARCHITECT AFF & CEILINGS. CEMENT BOARD BEHIND I L I-__,_�1_+_ �_Li ��_ I _ ' PO Box 8 PT 015411ALL TI LE WALLS I YAPHANK, NY 11980 TO 120" TEL(631)384-1752 ,_._-_-__._._.-_._ 203 M. CLOS FL 01 BS 01:PT 03 PT 01 PT 01 PT 01 PT 01 PT 02 9'-0" JCGRAMLICH@GMAIL.COM 204 M. CLOS FL 01 BS 01:PT 03 PT 01 PT 01 PT 01 PT 01 PT 02 9'-0" CLIENT INFO: 205 M. HALL FL 01 BS 01:PT 03 PT 01 PT 01 PT 01 PT 01 PT 02 9'-0" CHRISTINE & WILLIAM 2.0_6_ BEDRM-3 FL 01 BS 01:PT 03 PT 01 PT 01 PT 02 PT 01 PT 02 9'-0" PAPARELLA 207 BATH-3 FL 02 BS 02 WL 02 54" PT 01 PT 01 PT 01 PT 02 9'-0" MOISTURE RESISTANT GYPSUM WALLS _ � SECOND FLOOR FINISH PLAN 2095 NASSAU PRINT RD CUTCHOGUE, NY 11935 AFF & CEILINGS. CEMENT BOARD BEHIND SCALE : 3/16" = 1' - 0" PT 0154" ALL TI LE WALLS TO 120" -__.--...-__.._._-._ . ._..._._. .___._._.___.__.____.- -----___-..._.__ _.-.__-.--._ .___-_ _ 208 BEDRM-3 CLOS FL 01 BS 01:PT 03 PT 01 PT 01 PT 01 PT 01 PT 02 9'-0" PROJECT INFO: __-- _._._._-----.-- _ . . . __ __ -._-_--._ _ - --- - . ___.----__-.-_ -- ._ ____...._- -_._...____._.._________._. 209 BEDRM-2 FL 01 BS 01:PT 03 PT 01 PT 01 PT 02 PT 01 PT 02 9'-0" 2095 NASSAU POINT RD 210 BATH-2 FL 02 BS 02 WL 02 54" PT 01 PT 01 PT 01 PT 02 9'-0" MOISTURE RESISTANT GYPSUM WALLS AFF & CEILINGS. CEMENT BOARD BEHIND PT 0154" ALL TI LE WALLS TO 120 PROJECT TITLE: 211 BEDRM-4 FL 01 BS 01:PT 03 PT 01 PT 01 PT 02 PT 01 PT 02 9'-0" PAPARELLA RESIDENCE 212 BEDRM-5 FL 01 BS 01:PT 03 PT 01 PT 01 PT 02 PT 01 PT 02 9'-0" PROJECT DESCRIPTION: 213 BATH-4/5 FL 02 BS 02 WL 02 54" PT 01 PT 01 PT 01 PT 02 9'-0" MOISTURE RESI STANT GYPSUM WALLS NEW RESIDENCE AFF & CEILINGS. CEMENT BOARD BEHIND PHASE: PT 0154" ALL TI LE WALLS CONSTRUCTION (CD) TO 120" CHECKED BY: INCEPTION DATE: 214 LNDRY-2 FL 04 BS 01:PT 03 PT 01 PT 01 PT 01 PT 01 PT 02 9'-0" JCG 10.07.2021 215 HALL.- _._ _ ._.- FL .._ ...........__- .._.._-..__.____._.__._. .-. BS 01:PT 03 PT 01 PT 01 PT 02 PT 01 PT 02 9'-0" _._ __-- - .__....-_._.- . _ --__ -._. .___ _ _-._-- __.___ _...._._.._. ._- ___ _.. _ .__.____....._...- ...--_-_...__.___.-_._..__.._.__.__._-..___.__._____.___. DRAWN BCURRENT DATE' 216 STORAGE FL 01 BS 01:PT 03 PT 01 PT 01 PT 02 PT 01 PT 02 9'-0" JCG 07.13.2022 ----- __ ____. ___.._._.- _._._..._ ___.______. ____-- ___...-.__.-. _.__ . . ... _. .._ ._ .._ . -._ ._. _ _.._.-._..._ ._ __. ._. _ _ ._-__-_ __.. .. -- _ . _..._ -_.-__.________.._ .___.__. _ ._ _ _ 217 HALL FL 04 BS 01:PT 03 PT 01 PT 01 PT 02 PT 01 PT 02 9'-0" _.__...__ ___---_.--._ -__ _-__ ..._.. ..._._.._ _._--- .___...__-. _ ..-___..___.-___ . . .__._._. __ __. . „ - DRAWING TITLE: 218 BEDRM-9 FL 01 BS 01:PT 03 PT 01 PT 01 PT 02 PT 01 PT 02 9 -0 SECOND FLOOR 219 BEDRM-10 FL 01 BS 01:PT 03 PT 01 PT 01 PT 02 PT 01 PT 02 9'-0" FINISH PLAN _---- -. __._ _-. _-_- -.---.__-_.___.___._ .___--.._.__.-__..__._ _. _._____ -__ . - -. . _____ . .-- - - -- -- --.. _- . ---_.___ --._ . .__._ - ---_-. . __ .._._-..._ -_._.._._ __.._.-- 220 BATH-9/10 FL 02 BS 02 WL 02 54" PT 01 PT 01 PT 01 PT 02 9'-0" MOISTURE RESISTANT GYPSUM WALLS AFF & CEILINGS. CEMENT BOARD BEHIND SHEET NO: PT 0154" ALL TI LE WALLS olk TO 120" EXTERIOR DOOR SCHEDULE WINDOW FALL PROTECTION WINDOW SCHEDULE FILE LOCATION: Approved emergency Approved window fall FIRST FLOOR FIRST FLOOR release window prevention device TAG RM NAME UNIT SIZE TYPE GLAZING MFG MODEL/ DESCRIPTION REVISIONS: opening conforming Fixed glazing TAG ROOM NAME UNIT SIZE TYPE DESCRIPTION NOTES limiting device to ASTM F2090 panel (APPROX) SERIES MTRL HAND HARDWR FRAME RATING W101 JR M.SUITE (3)3'-0"x 6'-4" DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE EGRESS NO. DATE DESCRIPTION D100 FOYER DIAGRAM A ALUM SEE PLAN NOTE 1 ALUM NONE MFG BY MARVIN \ W102 JR M. BATH 2'-6"x T-0" CASEMENT DUAL PANE. LOW-E 3 MARVIN ELEVATE D101 FAMILY RM DIAGRAM B ALUM SLIDER NOTE 1 ALUM NONE MFG BY MARVIN \ W103 FAMILY RM T-0"x 6'-4" DBL HUNG DUAL PANE, LOW-E 3 MARVIN ELEVATE 2 D102 LIVING IRM DIAGRAM C ALUM FOLDING NOTE 1 ALUM NONE MFG BY MARVIN �\ \ W104 FAMILY RM 3'-0"x 6'-4" DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE 3 1D10311 BREAKFAST DIAGRAM D ALUM SEE PLAN NOTE 1 ALUM NONE MFG BY MARVIN 4 in.sphere W105 BREAKFAST 3'0"x 5'-6" DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE cannot pass 4 D104 BATH-8 DIAGRAM F ALUM SEE PLAN NOTE 1 ALUM NONE MFG BY MARVIN � ♦ 3'-0"x 2'-0" TRANSOM DUAL PANE. LOW-E 3 MARVIN ELEVATE D105 GARAGI= DIAGRAM E MFG SEE PLAN MFG MFG NONE CLOPLAY through c BREAKFAST N \ Al04 105A BREAKFAST 3'-0"x 5'6" DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE77T I ] Finish floor Finish floor Al BREAKFAST T-0"x 2'-0" TRANSOM DUAL PANE. LOW-E 3 MARVIN ELEVATE 6 _ <24 in. <24 in. Finish floor 1056 BREAKFAST T-0"x 5'-6" DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE 7 _ >72 in. >72 in. >72 in. BREAKFAST 3'-0"x 2'-0" TRANSOM DUAL PANE. LOW E 3 MARVIN ELEVATE EXTERIOR DOOR SCHEDULE Finish grade Finish grade Finish grade $ _ SECOND FLOOR IW105C BREAKFAST T-0"x 5'-6" DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE R312.2 WINDOW FALL PROTECTION.WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH BREAKFAST T-0"x 2'-0" TRANSOM DUAL PANE. LOW-E 3 MARVIN ELEVATE 9 TAG ROOM NAME UNIT SIZE TYPE DESCRIPTION NOTES SECTIONS R312.2.1 AND R312.2.2. MTRL IHAND HARDWR FRAME RATING 105D BREAKFAST 3'-0"x 5'-6" DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE _ R312.2.1 WINDOWSILLS. IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS D201 M.SUITE: (2)2'-8"x 8'-0" G ALUM SEE PLAN NOTE 1 ALUM NONE MFG BY MARVIN LOCATED LESS THAN 24 INCHES(610 MM)ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES(1829 MM) BREAKFAST 3'-0"x 2'-0" TRANSOM DUAL PANE. LOW-E 3 MARVIN ELEVATE D202 ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE EXTERIOR DECK 2'-8"x 8'-0" H ALUM SEE PLAN NOTE 1 ALUM NONE MFG BY MARVIN W105E BREAKFAST 3'-0"x 5'-6" DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE WINDOW NYS STATE LAW: 1D20311 EXTERIOR DECK 2'-8"x 8'-0" H ALUM SEE PLAN NOTE 1 ALUM NONE MFG BY MARVIN SHALL COMPLY WITH ONE OF THE FOLLOWING: BREAKFAST T-0"x 2'-0" TRANSOM DUAL PANE. LOW-E 3 MARVIN ELEVATE 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER(102 MM)SPHERE TO PASS D204 BEDRM••2 (2)2'-8"x 8'-0" G ALUM SEE PLAN NOTE 1 ALUM NONE MFG BY MARVIN THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. W105F BREAKFAST T-0"x 5'-6" DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE UNAUTHORIZED ALTERATION OR 2. OPERABLE WINDOWS THATARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTM ADDITION TO ARCHITECTURAL F2090. BREAKFAST T-0"x 2'-0" TRANSOM DUAL PANE. LOW-E 3 MARVIN ELEVATE PLANS OR SPECIFICATIONS 3. OPERABLE WINDOWS THATARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH 105G BREAKFAST 3'-0"x 5'-6" DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE BEARING A LICENSED ARCHITECT'S SECTION R312.2.2. SEAL IS A VIOLATION OF PART R312.2.2 WINDOW OPENING CONTROL DEVICES.WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM BREAKFAST T-0"x 2'-0" TRANSOM DUAL PANE. LOW-E 3 MARVIN ELEVATE 69.5.E OF TITLE 8 OF THE F2090.THE WINDOW OPENING CONTROL DEVICE,AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS 105H BREAKFAST 3'-0"x 5'-6" DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE OFFICIAL COMPILATION, CODES, THAN THE AREA REQUIRED BY SECTION R310.2.1. RULES AND REGULATIONS BREAKFAST T-0"x 2'-0" TRANSOM DUAL PANE. LOW-E 3 MARVIN ELEVATE OF THE STATE OF NEW YORK. W105J BREAKFAST 3'-0"x 5'-6" DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE BREAKFAST T-0"x 2'-0" TRANSOM DUAL PANE. LOW-E 3 MARVIN ELEVATE ARCHITECT'S SEAL& SIGNATURE: W106 KITCHEN (3)3'-0"x 4'-4" DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE W10T 13EDRM-6 (2)3'-0"x 6'-4" DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE EGRESS ,�EaSD AAcy W108 BATH-6/7 2'-6"x 3'-0" CASEMENT DUAL PANE. LOW-E 3 MARVIN ELEVATE �C?��C� C' Rq W109 BEDRM-6 (2)3-0 x 6-4 DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE EGRESS ¢ W110 3-CAR GARAGE (2)3'-0"x 6'-4" DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE W111 3-CAR GARAGE (2)3'-0"x 6'-4" DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE W112 3-CAR GARAGE (2)3'-0"x 6'-4" DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE s�"9j-� 03805, W113 REAR STAIR 3'-0"x 6'-4" DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE OF NEW W114 HALL (3)3'-0"x 6'-4" DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE W115 GUEST/OFFICE (2)3'-0"x 6'-4" DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE EGRESS WINDOW SCHEDULE SECOND FLOOR TAG RM NAME UNIT SIZE TYPE GLAZING MFG MODEL/ DESCRIPTION (APPROX) SERIES W200 UPPER FOYER 2'-6"x 3'-0" PICTURE DUAL PANE. LOW-E 3 MARVIN ELEVATE -w 200A UPPER FOYER 2'-6"x 3'-0" PICTURE DUAL PANE. LOW-E 3 MARVIN ELEVATE t {' •rT m- '" W201 M.BATH (3)3'-0"x 5'-4' DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE W202 M.BATH 2'-6"x T-0" CASEMENT DUAL PANE.LOW-E 3 MARVIN ELEVATE W203 M.SUITE T-0"x 5'-4" DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE JOHN C. GRAMLICH rvrt�.n�.�i��ivv W204 M.SUITE 3'-0"x 5'-4" DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE ARCHITECT 2'-6" 3'-6" 2'-6" 12'-0" 16'0" 3'-0" W205 M.SUITE T-0"x 5'-4" DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE PO BOX 820 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 000 00 W206 UPPER LIVING 4'-0"x 6-0" PICTURE DUAL PANE. LOW-E 3 MARVIN ELEVATE YAPHANK, NY 11980 q 206A UPPER LIVING 4'-0"x 6-0" PICTURE DUAL PANE. LOW-E 3 MARVIN ELEVATE TEL(631)384-1752 CV 206B UPPER LIVING 4'-0"x 6-0" PICTURE DUAL PANE. LOW-E 3 MARVIN ELEVATE JCGRAMLICH@GMAIL.COM '110206C UPPER LIVING 4'-0"x 6'-0" PICTURE DUAL PANE. LOW-E 3 MARVIN ELEVATE CLIENT INFO: W207 BATH-2 2'-6"x T-0" CASEMENT DUAL PANE.LOW-E 3 MARVIN ELEVATE CHRISTINE & WILLIAM N BEDRM-4 (2)3'-0"x 5'-4" DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE EGRESS PAPARELLA X X 0 0 0 0 0 0 0 W209 BATH-4/5 2'-6"x 3'-0" CASEMENT DUAL PANE. LOW-E 3 MARVIN ELEVATE 2095 NASSAU POINT RD ti W210 BEDRM-5 (2)3'-0"x 5'-4" DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE EGRESS CUTCHOGUE, NY 11935 STORAGE 2'-6"x 3'-0" CASEMENT DUAL PANE. LOW-E 3 MARVIN ELEVATE JJJJJJ W212 STAIR 2'-6"x 3'-0" CASEMENT DUAL PANE.LOW-E 3 MARVIN ELEVATE O © O W213 BEDRM-9 (2)3'-0"x 5'-4" DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE EGRESS PROJECT INFO:© W214 BATH-9/10 2'-6"x T-0" CASEMENT DUAL PANE.LOW E 3 MARVIN ELEVATE 2095 NASSAU POINT RD MAIN ENTRY FAMILY RM LIVING RM BREAKFAST MANUFACTURED OWNER SELECTED MANUFACTURED BY MARVIN MANUFACTURED BY MARVIN MANUFACTURED BY MARVIN W215 BEDRM-10 (2)3'-0"x 5'-4" DBL HUNG DUAL PANE, LOW-E 3 MARVIN JELEVATE EGRESS CUTCHOGUE, NY 11935 WOOD DOOR MODERN SERIES SLIDER DOOR MODERN SERIES SWING DOORS MODERN SERIES SWING DOORS WOOD SIDELITES WHITE WHITE WHITE W216 ATTIC 3'-0"DIA PICTURE DUAL PANE. LOW-E 3 MARVIN ELEVATE MUTTONS&MULLIONS 2"NARROW STILE 2"NARROW STILE 2"NARROW STILE RECESSED LOWER PANELS 4"BOTTOM RAIL 4"BOTTOM RAIL 4"BOTTOM RAIL W21T ATTIC 2'-6"x 3'-0" CASEMENT DUAL PANE. LOW-E 3 MARVIN ELEVATE PROVIDE SHOP DRAWING TO ARCHITECT 1 1/8"IG LOW E3/LAMI WH ARG 1 1/8"IG LOW E3/LAMI WH ARG 1 1/8"IG LOW E3/LAMI WH ARG W218 HALL (2)3'-0"x 5'-4" DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE SIMULATED DIVIDED LITES SIMULATED DIVIDED LITES SIMULATED DIVIDED LITES PROJECT TITLE: W219 HALL 2'-6"x 3'-0" CASEMENT DUAL PANE. LOW-E 3 MARVIN ELEVATE PAPARELLA RESIDENCE W220 HALL T-0"x 5'-4" DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE PROJECT DESCRIPTION: 9'-0" 2'_g^ g'-q" 2'-8" W221 HALL (3)3'-0"x 5'-4" DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE NEW RESIDENCE T-T 2'-8" 2'-8" 2'-0" W222 BEDRM-3 (2)3'-0"x 5'-4" DBL HUNG DUAL PANE. LOW-E 3 MARVIN ELEVATE EGRESS PHASE: W224 ATTIC T-0"DIA PICTURE DUAL PANE. LOW-E 3 MARVIN ELEVATE W224 ATTIC 2'-6"x 3'-0" PICTURE DUAL PANE. LOW-E 3 MARVIN ELEVATE CONSTRUCTION (CD) i W225 ATTIC 7-0"x 3'-0" PICTURE DUAL PANE. LOW-E 3 MARVIN ELEVATE CHECKED BY: INCEPTION DATE: / W225 ATTIC 2'-0"x 3'-0" PICTURE DUAL PANE. LOW-E 3 MARVIN ELEVATE JCG 10.07.2021 W225 ATTIC (3)3'-0"x 3'-4" PICTURE DUAL PANE. LOW-E 3 MARVIN ELEVATE UNITS ARE NOT MULLED DRAWN BY: CURRENT DATE: co 8 0 � X 0 0 X 0 JCG 07.13.2022 GENERAL WINDOW NOTES EMERGENCY ESCAPE & RESCUE DRAWING TITLE: 1. ALL FRAMES ARE ALUMINUM KYNAR BLACK. EMERGENCY ESCAPE&RESCUE OPENING ARE REQUIRED IN DOOR & WINDOW EVERY SLEEPING ROOM, HABITABLE ATTICS,&BASEMENTS SCHEDULES & DETAILS 2. ALL GLAZING MUST MAINTAIN U-FACTOR OF 0.30 MIN& (R310.1) SHGC OF 0.33 MIN. OPENING AS FOLLOWS(R310.2):T CLEAR OPENING OF 5.7 SF E GARAGE BATH M.BEDRM&BEDRM TO EXT DECK INT BALCONY TO EXT DECK 3. ALL GLAZING MUST BE TEMPERED OR LAMINATED IN • NET CLEAR OPENING OF 5.0 SF @GRADE FLOOR OR BELOW SHEET NO: CARRIAGE STYLE OVERHEAD MANUFACTURED BY MARVIN MANUFACTURED BY MARVIN MANUFACTURED BY MARVIN ACCORDANCE WITH NYS CODE. GRADE GARAGE DOOR MODERN SERIES SWING DOORS MODERN SERIES SLIDER DOOR MODERN SERIES SWING DOORS • NET CLEAR OPEN WIDTH OF 20" WOOD TONE FINISH WHITE WHITE WHITE 4. SUBMIT SHOP DRAWINGS/CUTS FOR REVIEW. • NET CLEAR OPEN HEIGHT OF 24" (2)GLASS PANELS 2"NARROW STILE 2"NARROW STILE 2"NARROW STILE • WINDOW SILL HEIGHT 44"MAX(R310.2.2) IF 4"BOTTOM RAIL 4"BOTTOM RAIL 4"BOTTOM RAIL 5. REFER TO MANUFACTURERS DETAILS FOR FLASHING. 1 1/8"IG LOW E3/LAMI WH ARG 1 1/8"IG LOW E3/LAMI WH ARG 1 1/8"IG LOW E3/LAMI WH ARGMM t SIMULATED DIVIDED LITES SIMULATED DIVIDED LITES SIMULATED DIVIDED LITES IS BUILT-UP WOOD COLUMNS STRUCTURAL LEGEND TABLE R403.1 TABLE R402.2 GENERAL NOTES FILE LOCATION: MINIMUM WIDTH OF CONCRETE OR MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE DESCRIPTION SYMBOL KEY CONTRACTORS MUST REFER TO GENERAL NOTES, MASONRY FOOTINGS a SHEET GN-1 FOR PROJECT REQUIREMENTS. BEARING WALL LOAD BEARING VALUE OF SOIL 1TYPE OR LOCATION OF CONCRETE CONSTRUCTION MINIMUM SPECIFIED COMPRESSIVE STRENGTHa(F'c) REVISIONS: BUILT-UP WOOD COLUMN IN WALL 1,500 PSF 2,000 PSF 3,000 PSF :54,000 PSF WEATHERING POTENTIAL STRUCTURAL DESIGN VALUES NO. DATE DESCRIPTION BEARING WALL FROM ABOVE(USUALLY CONVENTIONAL LIGHT-FRAME CONSTRUCTION NEGLIGIBLE MODERATE SEVERE SAWN LUMBER DOUG-FIR LARCH(NORTH)#2 48'FOR 2x6 • �4"FOR 2x4 BEARING ATOP A BEAM) 1 1-STORY 12 INCHES 12 INCHES 12 INCHES 12 INCHES BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT 2500 PSI 2500 PSI 2500 PSIo Fb=900 psi ALL NOMINAL FRAMING 2;"FOR 2x8 POST DOWN(AS SPECIFIED)-REFER TO EXPOSED TO WEATHER • I DETAILS FOR BUILT-UP WOOD POSTS ® 2-STORY 15 INCHES 12 INCHES 12 INCHES 12 INCHES STRUCTURAL COMPOSITE GEORGIA PACIFIC GP LAM 2.0E-3100F 2 BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT 2500 PSI 2500 PSI 2500 PSIo a -2-3"NAILS,TYP. 3-STORY 23 INCHES 17 INCHES 12 INCHES 12 INCHES GARAGE FLOOR SLABS Fb=3100 psi LVL, PSL 3 POST FROM ABOVE&ATOP BEAM ® 4-IN BRICK VENEER OVER LIGHT FRAME OR 8"HOLLOW BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS, 2500 PSI 3000 PSI 3000 PSI (USUALLY BEARING ATOP A BEAM) CONCRETE MASONRY AND OTHER VERTICAL CONCRETE WORK EXPOSED TO THE GLUE LAMINATED TIMBER ANTHONY POWER BEAM 30E-2.1 E 4 - •• 113 Lilt STEEL COLUMN OR STEEL TUBE ® ® 1-STORY 12 INCHES 12 INCHES 12 INCHES 12 INCHES WEATHER Fb=3000 psi GLULAM a 2-PLY 3-PLY 4-PLY PORCHES,CARPORT SLABS AN STEPS EXPOSED TO 2500 PSI 3000 PSI Tel 3000 PSI 'e' STEEL BEAMS BEAMS&GIRDERS 5 2-STORY 21 INCHES 16 INCHES 12 INCHES 12 INCHES WEATHER,AND GARAGE FLOOR SLABS N STEEL COLUMN OR STEEL TUBE FROM ® Fy=36 ksi WIDE-FLANGE ® 3 STORY 32 INCHES 6 - ABOVE(USUALLY BEARING ATOP A BEAM) 24 INCHES 16 INCHES 12 INCHES a. Strength at 28 days psi. -MIN 212"NAILS STAGGERED EACH PLY OF COLUMN 8-IN SOLID OR FULLY GROUTED MASONRY b. See table r301.2(1)for weathering potentialc. STEEL PIPE COLUMNS ASTM A501 AT 6"c/c,TYP. TO BE CONNECTED TO "LVL"BEAM: LAMINATE STRAND LUMBER 1 x9}: LVL c. Concrete in these locations that may be subject to freezing and thawing during construction shall be air-entrained concrete in Fy=36 ksi PIPE COLUMN GYPSUM BOARD WITH "PSL"BEAM: PARALLEL STRAND LUMBER 1-STORY 16 INCHES 12 INCHES 12 INCHES 12 INCHES accordance with footnote d. 8 - DRYWALL SCREWS @16"c/c "MIL"BEAM: MICRO-LAM ENGINEERED 1 "x91: PSL d. Concrete shall be air-entrained.total air content(percent by volume concrete)shall not be less than 5 percent or more than 7 STEEL TUBE COLUMNS ASTM A500-GRADE B PROVIDE BLOCKING TO ADJACENT OR NAILED @8"c/c TYP. "GLAM"BEAM:GLUE LAMINATED N 2-STORY 29 INCHES 21 INCHES 14INCHES 12 INCHES percent. _ STUD EACH SIDE AS ALTERNATIVE (CENTERLINE) 1 x9: ML e. See section r402.2 for minimum cement content Fy=46 ksi SQAURE COLUMNS 9 TO NAILING COLUMN TO SHEATHING GYPSUMON BOARD 3"x12" GLAM 3-STORY 42 INCHES 32 INCHES 21 INCHES 16 INCHES f. For garage floors with a steel troweled finish, reduction of the total air content (percent by 7volume of concrete) to not less than 3 percent is permitted if the specified compressive CONCRETE WALLS, FOOTINGS,&SLABS MINA"SHEATHING STEEL BEAM(CENTERLINE) a.Where minimum footing width is 12 inches, use single wythe of solid or strength of the concrete is increased to not less than 4,000 ON ONE SIDE _ZX3= fully grouted 12-inch nominal concrete masonry units is permitted. g psi' 3000 psi 3500 psi GARAGE SLAB UPSET FLUSH BEAM SOIL UNDISTURBED SOIL NYS STATE LAW: WOOD ShIEATHED WALLS INTERIOR PARTITIONS FJ=FLOOR JOIST DJ=DECK JOIST 2X10 FJ CJ=CEILING JOIST CT=COLLAR TIE 016"OC 1.5 TON-3000 PSF I G.C.VERIFY UNAUTHORIZED ALTERATION OR SJ=SOFFIT JOIST FREE STANDING BUILT-UP WOOD COLUMN RR=ROOF RAFTER FRAMING NOTES ADDITION TO ARCHITECTURAL 2X PLANS OR SPECIFICATIONS RT=RAFTER TIE ®16"OC BEARING A LICENSED ARCHITECT'S - 14"FOR 2x4 TABLE R301 .7 TABLE R301 .5 STRUCTURAL STEEL NOTES 1. ALL DBL HT EXTERIOR WALLS SHALL BE 2x6 FRAMING. UNLESS SEAL IS A VIOLATION OF PART 1g FOR 2x6 INDICATES CONNECTION WHERE(2) B- ALLOWABLE DELFECTION OF MINIMUM UNIFORMLY DISTRIBUTED NOTED OTHERWISE. 69.5.B OF TITLE 8 OF THE •° 21"FOR 2x8 BEAMS INTERSECT-BEAM W IS BEING �Tr THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL rx 3" 41z" 6 FASTENED INTO BEAM'B'BY MEANS OF STRUCTURAL MEMBERS a,b,c, LIVE LOADS CONFORM TO THE SPECIFICATIONS AND RECOMMENDATIONS OF 2. ALL INTERIOR WALLS SHALL BE 2x4 FRAMING UNLESS NOTED OFFICIAL COMPILATION, CODES, • : NAIL NAIL NAIL A METAL CONNECTOR OR AS SPECIFIED I THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. OTHERWISE. RULES AND REGULATIONS /-2 ROWS TYP. IA STRCUTURAL MEMBER ALLOW. DEFLECTION USE LIVE LOAD OF THE STATE OF NEW YORK. • 1 ROW,STAGGERED,FOR RAFTERS HAVING SLOPED GREATER L/180 ATTICS WITH LIMITED STORAGE 20 PSF ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING 3. ALL WETWALLS SHALL BE 2x6 FRAMING UNLESS NOTED COLUMN WITH 2x4 PLIESH THAN 3/12 WITH NO FINISHED CEILING REQUIREMENTS: OTHERWISE. • • 2"FOR 2-PLY ATTACHED TO RAFTERS ATTICS WITHOUT STORAGE 10 PSF ARCHITECT'S SEAL&SIGNATURE: A) ALL HOT ROLLED SHAPES SHALL CONFORM TO THE 4. POSTS,AS SPECIFIED,SHALL BE PROVIDED UNDER ALL 2:�"FOR 3-PLY INTERIOR WALLS&PARTITIONS H/180 DECKS 40 PSF REQUIREMENTS OF ASST.A572 GRADE 50 OR ASST.36. ALL LUMBER BEAMS, ENGINEERED BEAMS&HEADERS. 3�4'FOR 4-PLY 2 PLY PLY 4-PLY FLOORS&PLASTERED CEILINGS U360 EXTERIOR BALCONIES 60 PSF PROPOSED HOT ROLLED SHAPE FRAMING MEMBERS SHALL QED A{� CONFORM TO A572 UNLESS SPECIFICALLY NOTED ON THE PLAN 5. PROVIDE HEADERS AT ALL WINDOW&DOOR OPENINGS. �E Ch, ALL OTHER STRUCTURAL MEMBERS U240 GUARDRAILS AND HANDRAILS 200 PSF THAT FOR A PARTICULAR MEMBER A36 IS ACCEPTABLE. HEADERS SHALL BE BEAR ATOP(2)JACKS MINIMUM ON EACH NOTES: 1. NO SPLICES SHALL BE MADE IN ANY BUILT-UP WOOD COLUMNS. B) ALL STRUCTURAL STEEL PLATES SHALL CONFORM TO THE SIDE. 2. DETAILS ABOVEONLY APPLY TO SPF COLUMNS, EXTERIOR WALLS WITH PLASTER OR H/360 GUARDRAILS IN-FILL COMPONENTS 50 PSF REQUIREMENTS OF ASST.A36. 3 ALL NAILS TO BE COMMON WIRE NAILS. STUCCO FINISH C) ALL STRUCTURAL STEEL PIPE AND STRUCTURAL TUBING 6. ALL HEADERS WHICH ARE LOCATED IN EXTERIOR WALLS PASSENGER VEHICLE GARAGES 50 PSF SHALL CONFORM TO THE REQUIREMENTS OF ASST.A500 GRADE B SHALL BE HELD TO THE EXTERIOR FACE OF STUDS. EXTERIOR WALLS-WIND LOADS U240 (Fay=46 SKI). WITH BRITTLE FINISHES ATTICS WITH STORAGE 20 PSF 7. PROVIDE FIRE BLOCKING IN ALL WALLS AS REQUIRED BY EXTERIOR WALLS-WIND LOADSa U120 ROOMS OTHER THAN SLEEPING ROOMS 40 PSF ALL CONNECTIONS FOR STRUCTURAL STEEL BEAMS SHALL BE IN CODE. S�y�. 038051 Q� WITH FLEXIBLE FINISHES ACCORDANCE WITH DISC STANDARDS AND TO SATISFY THE FOF'Ni:W SLEEPING ROOMS 30 PSF BEAMS END REACTIONS. THE CONTRACTOR SHALL SUBMIT 8. PROVIDE DRAFT STOPPING IN ALL FLOORS&CEILINGS AS CALCULATIONS VERIFYING THE CAPACITY OF ALL CONNECTIONS. REQUIRE BY CODE. a.The wind load shall permitted to be taken as times the STAIRS 40 PSF THE CALCULATIONS SHALL BE PREPARED BY A PROFESSIONAL Component and Cladding loads for the purpose of determining the ENGINEER LICENSED IN NEW YORK STATE AND SHALL BEAR HIS 9. THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING THE deflection limits herein. , SIGNATURE AND PROFESSIONAL SEAL. THE CALCULATIONS "LOAD PATH".ALL POST LOADS, BEAM POSTS,ETC.SHALL BE b. For cantilever members,L shall be taken as twice the length of the RESOLVED&CARRIED DOWN TO THE FOUNDATION SYSTEM. 2 INCHES MIN. cantilever. SHALL CLEARLY CROSS REFERENCE TO THE SHOP DRAWINGS. - NOTCH MAX. c. For aluminum structural members or panels used in roofs or walls of REPORT ALL DISCREPANCIES TO THE ARCHITECT. MAX. t/3 OF - BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASST.A325 '`` '' JOIST 1/6 OF sunroom additions,patio covers,not supporting edge of glass or sandwich JOIST DEPTH, JOIST DEPTH panels,the total load deflection shall not exceed L/60. For sandwich AND SHALL BE 3/4"DIA.TYPE T'( )SLIP CRITICAL UNLESS 10. REFER TO THE APPROPRIATE TABLES&DETAILS WITHIN THIS - i 2 INCHES MIN. _i panels used in roofs or walls of sunroom additions or patio covers,the OTHERWISE NOTED ON PLANS OR DETAILS. DRAWING SET FOR NAILING, FRAMING CONNECTORS, ETC. MAX.1/4 OF MIDDLE 113 OF SPAN total load deflection shall not exceed L/120 ALL WELDING SHALL CONFORM TO THE SPECIFICATIONS AND JOIST DEPTH NO NOTCHES ALLOWED RECOMMENDATIONS OF THE AMERICAN WELDING SOCIETY TOP OR BOTTOM NAILING & FRAMING CONNECTORS LVL BOLTING CHART (A.W.S.)"STRUCTURAL WELDING CODE"AS APPLICABLE WITH REGARD TO WORK CONFORMING TO THE AISC. CONTRACTORS MUST REFER TO THE NAILING SCHEDULES&METAL For SI: 1 inch=25.4 mm. • Figure 2308.4.2.3 STRUCTURAL STEEL WELDMENTS SHALL BE INSTALLED WITH FRAMING CONNECTOR DETAILS LOCATED ON SHEET S-0.2 FOR CUTTING, NOTCHING AND BORING JOISTS I ' FASTENER SCNEDUIE 31/: WIDE 5/4 WIDE ]"WIDE E70XX ELECTRODES. WELDERS MUST HAVE CURRENT NEW YORK PROJECT REQUIREMENTS.SECTIONS GENERALLY MAKE STATE CERTIFICATION. "CALL-OUTS"FOR REQUIRED DETAILS BUT THESE CALL OUTS ARE ,- 4 I? .,w. NOT ALL INCLUSIVE.CONTRACTOR MUST DETERMINE ALL / f ALL OPEN WEB JOIST CONSTRUCTION SHALL BE IN ACCORDANCE LOCATIONS. REPORT ANY DISCREPANCIES&/OR NOTIFY ARCHITECT �t L: WITH THE SPECIFICATIONS AND RECOMMENDATIONS OF THE WITH ANY ISSUES OR QUESTIONS NUMBER OF FASTENER STEEL JOIST INSTITUTE(SJI). ALL JOISTS SHALL BE BRIDGED TO FASTENER ON-CENTER THE RECOMMENDATIONS OF THE SJI AS A MINIMUM. BRIDGING JOHN C. GRAMLICH FASTENER TYPE ROWS SPACING ON.) 2-Ply 12/4" 3-PI IN" 11/4"+3'h" 4-Ply Is/4" 2-PI IW+ 3'h" 2-PI 3'h" SHOWN IN PLANS MAY EXCEED THE SJI REQUIREMENTS AND 6" DIAMETER EXTERIOR OR NONBEARING _ SHALL BE PROVIDED. ROOF JOISTS SHALL BE PROVIDED WITH �� ARCHITECT BEARING WALL PARTITION I Od 0.128"x 3" Nails 3 12 545 405 E5 405 - 360 ES ( ) 4 12 725 545 E5 545 - 485 ES _ UPLIFT BRIDGING ALONG THE BOTTOM S\CHORDS AT THEIR SUPPORTS. JOIST BRIDGING SHALL BE ANCHORED TO THE 16d(0.162"x 3%2")Nails 2 12 565 425 ES 425 - 375 ES - STRUCTURAL STEEL FRAMING. PO BOX 820 3 12 845 635 ES 635 - 563 ES - YAPHANK, NY 11980 STUD FACE STUD FACE 24 505 380 525 340 465 860 ALL STEEL DECK CONSTRUCTION SHALL CONFORM TO THE RErLECTIVE RED 4/8 INCH MIN. stB INCH MIN. ^ .. F`off REFLECTIVE WHITE TEL(631)384-1752 %2"Through Bolts 2 19.2 635 475 655 425 585 1075 SPECIFICATIONS AND RECOMMENDATIONS OF THE STEEL DECK FaNTDNE•7.7 BORED HOLES -BORED HOLES INSTITUTE(SDI). ALL STEEL DECK SPECIFIED IS MANUFACTURED ' JCGRAMLICH@GMAIL.COM I6 760 570 790 505 700 12907 DIA,40%OF STUD WIDTH, DIA.60%OF BY UNITED STEEL DECK(USD). THE DECK SHALL BE FASTENED TO 60%OF STUD WIDTH IF STUD WIDTH 24 680 510 ES 510 - 455 ES - THE SUPPORTING MEMBERS AND ALONG THE SIDE LAPS TO USD CLIENT INFO: STUD DOUBLE MAX. SIDS %4"x 3%2" 2 19.2 850 640 ES 640 - 565 ES - AND THE SDI SPECIFICATIONS AND RECOMMENDATIONS. 16 1020 765 E$ 765 - 680 Es - CHRISTINE & WILLIAM NOTCH -I NOTCH 24 - - - 555 ES 555 ES 680 ES STRUCTURAL STEEL IN INTERIOR LOCATIONS SHALL BE PAINTED PAPARELLA 25%OF STUD 40%OF STUD SDS W x 6" 2 19.2 - - - 695 ES 695 ES 850 ES WITH ONE SHOP COAT OF APPROVED PAINT. EXISTING STEEL IS WIDTH MAX. WIDTH MAX. TO BE TOUCHED UP WHERE THE PAINT FINISH HAS BEEN 16 - - - 835 ES 835(ESI 1020(ES) DAMAGED. STRUCTURAL STEEL SURFACES IN CONTACT WITH 2095 NASSAU POINT RD 24 500 375 ES 375 - 335 ES - CONCRETE SHALL NOT BE PAINTED. IN LIEU OF PAINTING,THE ',:. For Si: 1 inch=25.4 mm. USP WS35 2 19.2 625 470 ES 470 - 4f5 ES - CONTRACTOR IS TO PROVIDE FOR THE GALVANIZING OF ALL ), CUTCHOGUE, NY 11935 Figure 2308.5.9 16 750 565(E$) 565 - 500 ES - EXPOSED STEEL. J+ V.;,.. CUTTING, NOTCHING AND BORED HOLES IN STUDS 24 - - - 335 ES 335 ES 500(ES) STRUCTURAL STEEL IN EXTERIOR LOCATIONS SHALL BE PAINTED f USP WS6 2 19.2 - - - 415 ES 415 ES 625 ES WITH PRIME AND TOP COATS WITH AN APPROVED PAINT SYSTEM. 16 - - - 500 ES 500 ES 750 ES PROJECT INFO: 24 535 400 ES 400 - 355 ES - THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL ` 1/2n 3W TrussLok" 2 19.2 670 500 ES 500 - 445 ES - STRUCTURAL WORK. SHOP DRAWINGS MUST BE APPROVED BY The construction type STROKE 2095 NASSAU POINT RD 16 800 600 ES 600 - 535 ES - THE ARCHITECT PRIOR TO FABRICATION OR CONSTRUCTION. designation shalt be v " CUTCHOGUE, NY 11935 WIND SPEED ASCE 7-10 140mph _ _ •1",°'ll",mill",x1V"orRY• 24 435 435 385 ES 580 ES ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW to Indicate the construction 5"TrussLok 2 19.2 - 545 545 - 485 ES 725 ES YORK STATE BUILDING CODE AND OTHER REGULATORY classification of the �+� 16 - 655 655 - 580 ES 870 ES AGENCIES HAVING AUTHORITY OVER THE WORK. structure under DESIGNATION FOR STRUCTURAL ► i iTC Hazards by Location 24 - - - 385 385 580 section 602 of the 8CNYS COMPONENTS THAT ARE OF `y, �.,•.;; # Q#J 4 ry 'yr 6/+ TrussLok 2 - - - HE CONTRACTOR SHALL VERIFY ' 2 " 19.2 485 485 725 THE DIMENSIONS SHOWN A BASED N EXISTING TRUSS TYPE CONSTRUCTION tp . 16 580 580 870 CONSTRUCTION DOCUMENTS T PROJECT TITLE ALL DIMENSIONS IN THE FIELD. ■ uF" FLOOR FRAMING,INCLUDING PAPARELLA RESIDENCE • ; 1' - -� NOTES: ■ ■ GIRDERS AND BEAMS 2095 Nassau Pant Rd, CUtchog l6, NY 11935, USA • • I."ES"indicates fasteners must be installed from each side of the beam with the given 3.For 3 rows of fasteners,multiply tabulated values for 2 rows by I.S.Center and stagger THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL ■ ■ u n ' fastening schedule.Stagger fasteners on opposite side of beam by up to one-half the middle row by one-half the required o.c.spacing for depths less than 1 I'/!'. R ROOF FRAMING PROJECT DESCRIPTION: required fastener on-center spacing. STRUCTURAL WORK. SHOP DRAWINGS MUST BE APPROVED BY NEW RESIDENCE ai�o s i"S •µ' Q )� ;' i 4.Do not use fastener schedule if fastener clearances,required staggering and offsetting,or BUILDING A ' ''^ - 2.For nails,tabulated values ma be multi lied b 2.0 for 6"o.c.s acin and 6 3.0 for THE ARCHITECT PRIOR TO FABRICATION OR CONSTRUCTION. FR FLOOR AND ROOF FRAMING - - Y P Y spacing Y required fastening cannot be met.Consult technical representative for other options. 4"o.c.spacing.For bolts,tabulated values for 24"o.c.may be multiplied by 2.0 for STANDARDS AND CODES 12"o.c.spacing.For structural screws,tabulated values for 24"o.c.may be multiplied007 PHASE: Wind `!., ,.`; ;; s :t°r, by 2.0 for 12"o.c.spacing,by 4.0 for 6"o.c.spacing and by 6.0 for 4"o.c.spacing. ENGINEERED FRAMING SIGN CONSTRUCTION (CD) . ASCE 7-10 Se! ct a clatasel to view contours. TITLE 19 OF THE OFFICIAL COMPILATION OF CODES, RULES AND CHECKED BY: INCEPTION DATE: MRI 10-Year ..................................................................... 79 mph REGULATIONS OF THE STATE OF NEW YORK, PART 1265. JCG 1 0.07.202 ALL NEW,ADDITIONS TO EXISTING,OR REHABILITATION OF EXISTING MRI 25-Year .. . . ........ . . .. ._.._ 90 mph RESIDENTIAL STRUCTURES UTILIZING TRUSS TYPE CONSTRUCTION, DRAWN BY: CURRENT DATE: PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER JCG 07.13.2022 MR160-Year __.--.---..---. _ _. ._. 99 mph CONSTRUCTION REQUIRE THE FOLLOWING: 1. THE PROPERTY OWNER OR THE PROPERTY OWNER'S DRAWING TITLE: MR1100-Year 110 mph REPRESENTATIVE SHALL COMPLETE A FORM PRESCRIBED BY THE STATE FIRE PREVENTION AND BUILDING CODE COUNCIL STRUCTURAL NOTES :Risk Category i 125 fnph DESIGNATING THE STRUCTURE AS TRUSS TYPE, PRE-ENGINEERED CRITERIA WOOD OR TIMBER CONSTRUCTION AND FILE SUCH FORM WITH THE CRisk Category11 ,A 136 mph APPLICATION FOR A BUILDING PERMIT. SCHEDULES & DETAILS 2. A SIGN SHALL BY AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE SHEET NO: f �; i . '==')1 'a�a°9t{blyge . •Y +14 sj , :5;°p EXTERIOR OF THE RESIDENTIAL STRUCTURE.(REFER TO PART 1265 WHERE NO ELECTRIC BOX EXISTS) 3. THE SIGN SHALL BE AS SHOWN&DESCRIBED IN THE FIGURE BEL1OW &SHALL BE OF STURDY, NON-FADING,WEATHER-RESISTANT MATERIAL. 0 OPTION TO PROVIDE DOOR IN LIEU OF WINDOW(R310.3 zi NAILING SCHEDULE IRC NAILING SCHEDULE IRC FILE LOCATION: TABLE 602.3(1) TABLE R602.3(1) FASTENING SCHEDULE--continued FASTENING SCHEDULE USE A MIN.OF(2)8d NAILS THIS HDU5 WITH SDS 2.5 WOOD ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER" SPACING AND LOCATION NUMBER AND TYPE REVISIONS: 12" SIDE OF TRUSS(4)8d NAILS SCREWS O ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER'-'" SPACING AND LOCATION MINIMUM INTO TRUSS Floor 3-16d box(3'/ "x 0.135');or Roof NO. DATE DESCRIPTION ��g'`;• ° O 24 2"subfloor 10 joist or girder z , Blind and face nail , , 2-16d common(3/ x 0.162) 4-8d box(2/z x 0.113 or 31B•�N� LSTA 1 1/4"WIDEx 15" ° 5/8"DIA.THREADED ROD SHORT SIDE ' z ( ' z" ');or 3-8d common 2/ x 0.131 2 3-16d box(3/ x 0.135 � or 1 Blocking between ceiling joists or rafters to top plate Toe nail LONG 20 GA.STEEL I OF STUD 25 2 planks(p.ank&beam-floor&roof) 2-16d common(3'/ "x 0.162') At each bearing,face nail 3-10d box(3"x 0.128');or STRAPBY'SIMPSON'. z 3-3"x0.131"nails 2 _ ••-'S� 3-16d common 3'/ "x 0.162'D „ SECURE WI(6)10dZ. BOTTOM PLATE OF WALL ( z 4-8d box(2/ x 0.113),or COMMON NAILS ON EACH � � 26 Band or rimjoist to joist 4-10 box(3"x ails;0. or or End nail 3-8d common(2'/z"x 0.131');or � '"'.� � 4-3"x 0.131"nails;or 2 Ceiling joists to top plate 3-1 Od box(3"x 0.128'�•or Per joist,toe nail 3 ° RAFTER 1 4-3"x 14 ga.staples,'/�"crown „ RAFTER 518"DIA.THREADED ROD 3-3 x 0.131 nails ° 20d common(4"x 0.192');or Nail each layer as follows:32"o.c. Ceiling joist not attached to parallel rafter,laps over 4-1 Od box(3"x 0.128')•or 4 ° DBL TOP PLATE OF WALL at top and bottom and staggered. 3 partitions[see Sections R802.3.1,R802.3.2 and Table 3-16d common(3'/2"x 0.162');or Face nail IOd box(3"x 0.128');or 24"o.e.face nail at top and bottom R802.5.1(9)] 4-3"x 0.131"nails 1j - o SHORT SIDE 27 Built-up girders and beams,2-inch lumber 3"x 0.131"nails staggered on opposite sides Ceiling joist attached to parallel rafter(heel joint) layers 4 see Sections R802.3.1 and R802.3.2 and Table Table R802.5.I 9 Face nail RIDGE BOARD HDUS WITH SDS 2SCREWS � OF STUD And: R802.5.1(9)] ( ) 6 • 2-20d common(4"x 0.192');or Face nail at ends and at each splice 3-I0d box(3"x 0.128');or , 4-1Od box(3"x 0.128');or 7 USE A MIN.OF(2)Sd NAILS INTO °O O 3-3"x 0.131"nails 5 Collar tie to rafter,face nail or 1 /a x 20 ga.ridge strap to 3-1Od common(3"x 0.148');or Face nail each rafter 4-3"x 0.131"nails PLATES ° 4-16d box(3'/z"x 0.135');or rafter $ _ 3-16d common(3'/z"x 0.162'�;or 3-16d box nails 3'/ "x O.I35'�•or USE A MIN.OF(8)8d NAILS INTO 28 Ledger strip supporting joists or rafters At each joist or rafter,face nail ( z ( ) 4-1 Od box(3"x 0.128');or 3-IOd common nails(3"x 0.148'); 2 toe nails on one side and 1 toe nail STUD 4-3"x 0.131"nails 6 Rafter or roof truss to plate or on opposite side of each rafter or 9 29 Bridging to.-oist 2-1 Od(3"x 0.128') Each end,toe nail 4-1 Od box(3"x 0.128');or truss' 4-3"x 0.131"nails SPACING OF FASTENERS 4-16d 3'/ "x 0.135');or DESCRIPTION NUMBER AND " Edges 3-10d common(3/ x FC-1 RAFTER TO RIDGE CONNECTOR FC-2 RAFTER & CEILING JOIST TO STUD FC-3 STUD TO STUD BETWEEN FLOORS ITEM pFgUILDINGELEMENTS TYPE OF FASTENER (inches) Intermediate 4-1Odbox(3 x0!128);o�r8'';or " supports Toe nail (inches) NYS STATE LAW: Roof rafters to ridge,valley or hip rafters or roof rafter 4-3 x 0.131 nails Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing 7 to minimum 2"ridge beam i [see Table R602.3(3)for wood structural panel exterlorwall sheathing to wall framing] g 3-16d box 3/z x 0.135 );or 2-16d common(3'/z"x 0.162');or UNAUTHORIZED ALTERATION OR 3 a„_, z„ 6d common(2/, 0.113')0.131 nail(subfloor,wall)' 6 12f 3-1 Od box(3"x 0.128');or End nail ADDITION TO ARCHITECTURAL 30 / / 8d common(2'/z"x 0.131')nail(roof) 3-3"x 0.131"nails PLANS OR SPECIFICATIONS 31 19/32"-1" 8d common nail(2'/z"x 0.131') 6 12' wall BEARING A LICENSED ARCHITECT'S lOd common(3"x 0.148')nail;or 16d common 3'/ "x 0.162' 24"o.c.face nail 771- 32 1'/8"-i'/," , 6 12 ( z � SEAL IS A VIOLATION OF PART 8d(2/z x 0.131 )deformed nail 8 Stud to stud not at braced wall panels)( P ) lod box(3 x 0.128),or 69.5.B OF TITLE 8 OF THE • Other wall sheathing9 3"x 0.131"nails 16 o.c,face nail H8 HURRICANE TIE SECURED W/ OFFICIAL COMPILATION, CODES, o '/z"structural cellulosic fiberboard 1'/z"galvanized roofing nail,'/16"head 16d box 3'/ "x 0.135' •or „(5)10dx1 112"NAILS TO RAFTER 33 3 6 ( �' 12 o.c.face nail RULES AND REGULATIONS USE(5)8d NAILS IN EVERY sheathing diameter,or I"crown staple 16 ga., 1'/a"long Stud to stud and abutting studs at intersecting wall corners 3"x 0.131"nails OF THE STATE OF NEW YORK. OTHER HOLE IN EACH ROW •• &(5)8d TO PLATES zs 3 9 (at braced wall panels) = 34 /3 structu al cellulosic 1 /a galvanized roofing nail, /,� head diame- 3 6 16d common(3'/z"x O.I62'� 16"o.c.face nail • o ? fiberboard sheathing ter,or 1 crown staple 16 ga., 1 /a long • Z z � t 16d common(3'/z"x 0.162') 16"o.c.each edge face nail w LU 35 '/z"gypsum sheathingd 1 t/z:galvanized roofing nail;staple galvanized, 7 7 10 Built-up header(2 to 2 header with /z spacer) ] /z long; 1 /a screws,Type W or S 16d box(3/z x 0.135 ) 12 o.c,each edge face nail ARCHITECTS SEAL&SIGNATURE: • HURRICANE TIE SECURED W/ 5 ° 36 5/R"gypsum sheathingd I-/a: galvanized roofing nail;staple galvanized, 7 7 5-8d box(2'/2"x�0.113');or _ ( ) ° H2 HURRICANE TIE SECURED W/ 1518 long; 1 /s screws,Type W or S 11 Continuous header to stud 4-8d common(2/z x 0.13M;or Toe nail 10dxl 1/2"NAILS TO STUD &(5) 4-1 Od box 3"x 0.128' ED A (5)8d NAILED TO PLATES&(5)8d Wood structural panels,combination subfloor underlayment to framing ( �� RCisr af w 8d TO PLATES NAILED TO RAFTER 16d common(3'/z"x 0.162') 16"o.c.face nail �� G RAM • s 6d deformed(2"x 0.120'D nail;or a i 37 / and less 6 12 (V •� i� a 8d common(2'/z"x 0.131')nail 12 Top plate to top plate IOd box(3"x 0.128');or x 0.131')nail;or 3"x 0.131"nails 12 o.c.face nail Q �� A' • • 38 '/s"-1" 8d common(2/8d deformed(2'%"z"x 0.120')nail 6 12 8-16d common(3'/2"x 0.162');or • ° ;: Double top plate splice for SDCs A-Dz with seismic braced 12-16d box(3'/2"x 0.135');or CS COILED STRAP 39 1'/ "-1'/ " l Od common(3"x 0.148")nail;or 6 12 wall lines spacing<25' 12-lOd box 3"x 0.128' ;or Face nail on each side of end joint 1-1/4"x 20GA.@16"OC e a 8d deformed(2/z x 0.120 nail 13 p g 12-3"x 0.131"nails (minimum 24"lap splice length each S� �. x z ti side of end joint) 03 1 Q' .. p g For SI: 1 inch=25.4 nm, 1 foot=304.8 mm,1 mile per hour=0.447 m/s;1 ksi=6.895 MPa. Double top plate splice SDCs Do,D,,or Dz;and braced wall '9T 805 Z Z - line spacing>-25' z OF NE`N w w c� H8 HURRICANE TIE SECURED W/ USE(5)8d NAILS IN EVERY J NOTE:USE H2 WHEN ( ) (continued) 12-16 3 x 0.]35'� OTHER HOLE IN EACH ROW STUD&RAFTER ALIGN 5 10dx1 1/2"NAILS TO STUD & ( ) 5 8d TO PLATES TABLE R602.3 1 -continued FASTENING SCHEDULE NOTE:USE H8 WHEN ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER''"•` SPACING AND LOCATION STUD&RAFTER DO 16d common(3'/z"x 0.162') 16"o.c.face nail NOT ALIGN Bottom plate to joist,rim joist,band joist or 14 blocking(not at braced wall panels) 16d box(3'/z"x 0.135');or 12"o.c.face nail 3"x 0.131"nails FC-4 WALL TO WALL STRAPPING FC-5 STUD TO PLATE & RIM BOARD FC-6 RAFTER TO TOP PLATES & STUD 3-16d box(3'/z"x0.135');or 3 each 16 o.c.face nail ` 15 Bottom plate to joist,rim joist,band joist or 2-16d common(3'/2"x 0.162);or 2 each 16"o.c.face nail blocking(at braced wall panel) 4-3"x 0.131"nails 4 each 16 o.c.face nail 4-8d box(2'/ "x 0.113')•or ;'. 3-16d box(3?/2"x 0.135');or i 4-8d common(2'/2"x 0.131');or Toe nail CEILING JOISTS 4- " box(3"x 0.128');or 4-3"x 0.131"nails DBL TOP PLATESJ 16 Top or bottom plate to stud " A 2-16d common(3'�'Ix 011�621;or I 1i..-.., � 3-10d box(3"x 0.128');or End nail f `t E1 A35 CO ECTOR REQ' 3-3"x 0.131"nails @TOP OTTOM OF AC4 POST CAP EACH SIDE OF ' ' 3-1 Od box(3"x 0,128')•or HDR BEAM.USE(12)16d NAILS % . 17 To plates,laps at corners and intersections 2-16d common 3'/ "x 0.162' •or Face nail ALL CRI LES. P P . P ( z �, HEADER CRIPPL @16"OC IN BEAM&(8)16d NAILS IN POST 3-3"x 0.131"nails JOHN C. GRAMLICH FOR EACH CONNECTOR 3-8d box(2'/2"x 0.113');or ARCHITECT H8CONNECTOR 18 1 / x 0.13I �;or brace to each stud and plate 2-10d box(3"x 0.128')•or 2 staples mom(2/z" ' Face nail PO BOX 820 3-8d box(2'/2"x 0.113')•or YAPHANK, NY 11980 -KING STUDS 19 1"x 6"sheathing to each bearing 2-8d common(2'/2"x 0:131');or Face nail -JACK STUDS 4'-0"PERIMTER ZONE PANEL 2-10d box(3 x 0.128),or TEL(631)384-1752 EDGE NAILING 2 staples, 1"crown, 16 ga., 13/4"long JCGRAMLICH@GMAIL.COM ABW44Z(44 POST)OR ABW66Z ° • 4'-O"PERIMTER ZONE PANEL 3-8d box 2( z '/ "x 0.113' ;or (6X6 POST)ADJUSTABLE POST FIELD NAILING 3-8d common(2'/z"x 0.131');or BASE W/(8)10d NAILS IN POST • 3-10d box(3"x 0.128');or CLIENT INFO: 4"O.C.NAIL SPACIN 3 staples, I"crown, 16 ga., 13/a"long CHRISTINE & WILLIAM 20 1"x 8"and wider sheathing to each bearing Wider than 1"x 8" Face nail PAPARELLA ANCHORAGE INTO NEW CONC: 4-8d box- 2'/z"x 0.113' •or USE 1/2"DIA,x 7"(MIN EMBED) LOOKOUT BLOCK 38d common(2'/ "x 0. 31');or ANCHOR BOLT z 3-1Od box(3"x 0.128');or 2095 NASSAU POINT RD CONNECTO ANCHORAGE INTO EXIST'G CONC: •*-1'-0" 4 staples, 1"crown,16 ga., P/a"long CUTCHOGUE, NY 11935 FEQ'DINTHISAREA DRILL&USE 1/2"DIA.x(4"MIN GABLE END TRUSS OR Floor EMBED)EXPANSION BOLT(OR ENDWALL „ , . SIMILAR)FILL W EPDXY 4-8d box(2/z x 0.113 ),or BOTTOM PLATE H8 CONNECTOR SECTION A-A 21 Joist to sill,top plate or girder 3-8d common(2'/z"x 0:131');or Toe nail 3-10d box(3 x 0.128),or 3-3"x 0.131"nails 8d box(2'/z"x 0.113') 4"o.c.toe nail PROJECT INFO: Rim joist,band joist or blocking to sill or top F -7 WINDOW & DOOR OPENINGS FC-8 POST & BEAM RK-1 RAKE OVERHANG L KE R 22 gd common(2'/z"x 0.131');or 2095 NASSAU POINT RD plate(roof applications also) lOd box on x 0.128 ;or 6"o.c.toe nail 3"x 0.131"nails CUTCHOGUE, NY 11935 3-8d box(2'/2"x 0.113');or 23 1"x 6"subfloor or less to each joist 2-8d common(2'/z"x 0.131');or3-10d box(3"x 0.128');or Face nail RAFTER HANGERS 1 1 12 staples, I"crown, 16 ga., 13/a"long 26 RR:LSU26(6)10d NAILS @LEDGER/HDR&(5)10d x 112"@RAFTER (continued) PROJECT TITLE: 2x8 RR:LSU28(10)10d NAILS @LEDGER/HDR&(5)10d x 1y"@RAFTER HURRICANE TIE SECURED W/(5) WALL CONSTRUCTION 2x10 RR:LSU210(10)10d NAILS @LEDGER/HDR&(7)10d x 1y"@RAFTER 10dxl 1/2"NAILS TO STUD &(5) TABLE R602.3(1)-continued PAPARELLA RESIDENCE 8d TO PLATES BLOCKING @4'-0"O.C. FASTENING SCHEDULE BLOCKING a. Nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing and sheathing connections shall have minimum PROJECT DESCRIPTION: /RAFTER LEDGER average bending yield strengths as shown:80 ksi for shank diameter of 0.192 inch(20d common nail),90 ksi for shank diameters larger than 0.142 inch but NEW RESIDENCE RAFTER JOIST HANGER JOIST SHALL BE LOCATED DIRECTLY not larger than 0.177 inch,and 100 ksi for shank diameters of 0.142 inch or less. OVER STUB,UNLESS TOP PLATE IS F -1A A b. Staples are 16 gage wire and have a minimum'/,6 inch on diameter crown width. PHASE: DESIGN TO CARRY THE LOAD GABLE END TRUSS OR c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. ENDWALL d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically.e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). CONSTRUCTION (CD) f. Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 BLOCKING CHECKED BY: INCEPTION DATE: FRAMED WALL spaced 6 inches on center for minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. J C G 1 0.07.2021 F_ JOISTS g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253.Fiberboard sheathing shall conform to ASTM C208. h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking.Blocking of roof or floor DRAWN BY: CURRENT DATE: sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code.Floor perimeter shall be CEILING&/OR FLOOR JOIST supported by framing members or solid blocking. J CG 07.1 3.2022 MAX.d' L i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule.The toe nail on the opposite side of the rafter shall not be required. CEILING JOIST HANGER DRAWING TITLE: CEILING JOIST LEDGER L H2 HURRICANE TIE SECURED W/ NAILING SCHEDULES FRAMED WALL (5)8d NAILED TO PLATES&(5)8d NAILED TO RAFTER SECTION A-A & METAL FRAMING NOTE:USE(2)H8 WHEN STUD CONNECTORS CEILING&/OR FLOOR JOIST HANGERS &RAFTER DO NOT ALIGN 2x6 CJ/FJ:LUS26(4)10d NAILS @LEDGER/HDR&(4)10d @JOISTS NOTE:INSTALL BLOCKING ALL 1ST FLOOR 2x8 CJ/FJ:LUS28(6)10d NAILS @LEDGER/HDR&(4)10d @JOISTS FRAMING,2ND FLOOR FRAMING&ROOF RAFTER SHEET NO: FRAMING PARALLEL TO WALL 2x10 CJ/FJ:LUS210(8)10d NAILS @LEDGER/HDR&(4)10d @JOISTS LFC-1 0 1 RAFTER & CEILING JOIST HANGER FC-11 CANTILEVER FLOOR JOIST & WALL FB-1 I FLOOR BRACING END WALL , ■ FILE LOCATION: Blocking not required between joists Blocking not required between joists Subfloor for detached one- and two-family for detached one- and two-family dwellings, assigned to Seismic Design dwellings, assigned to Seismic Design or Category A, B or C or located where Cate A, B or C or located where Subfloor Rim board the mapped Ss < 0.4 Category REVISIONS: Foundation PP 9 the mapped Ss < 0.4g bearing wall NO. DATE DESCRIPTION ,�- or beam 1 - - Typical T 1 1/2"min. BEARING �� C blockingTypical 3 _ REQUIRED blocking Foundation 4 - , 24 max. bearing Foundation, Foundation, T bearing wall g or beam bearing wall or beam 6 - Foundation, or beam Found wall End to End Joist with End to End Joist with 7 - JOIST ADJUSTMENT TOLERANCE BEARING WALL bearinor beam End to End Joist Bearing Wall Above End to End Joist Bearing Wall Above _ 8 9 - Blocking not required between joists * top mount or face mount hangers Knee Nall bracing: min. 7/16" Plywood or for detached one- and two-family OSB excepted where indicated otherwise by Rim board dwellings, assigned to Seismic Design the project designer NYS STATE LAW: Category A, B or C or located where the mapped Ss < 0.4 Bearing wall UNAUTHORIZED ALTERATION OR PP i� or beam ADDITION TO ARCHITECTURAL PLANS OR SPECIFICATIONS BEARING A LICENSED ARCHITECT'S �t SEAL IS A VIOLATION OF PART 69.5.13 OF TITLE 8 OF THE Typical OFFICIAL COMPILATION, CODES, blocking RULES AND REGULATIONS Knee wall C OFT E STATE OF NEW YORK. Foundation, bearing wall' Hanger* r beam Foundation, bracing Joist blocking for lateral wall o o ARCHITECT'S SEAL & SIGNATURE: bearing wall Wood beam Foundation, or ubearing if required by local Rim board 2x6 flat or beam bearing wall wall or Beam building code OSB 1 1/8 EDA or beam DER AC MULTIPLE LEVEL End to End Joist with Rim Board and Blocking at Exterior Wall C RgMy End to End Joist Bearing Wall Above WOOD BEAM CONNECTIONS WITH HANGER KNEE WALL STARTED BRICK AT LOWER LEVEL min. 1 8" space min. 1 8" space ,. Stron back 2 s��9j. oaeo5'� Q� / P Joist with 2x3 chords / P Joist with 2x3 chords 32 point cover (same depth as g FOF NEB min. 2" from end Z� min. 2" from end strongbacks 1 and 2) centered Nails (0.120" x 3") L%C Nails (0.120" x 3" C Option (Better) on splice Clinch nails if necessary 9 1/2 and 11 7/8 ' Wood filler: Wood Filler: strongback 1 9 1/2" and 11 7/8" r joists - 2 nails Wood Filler: joists _ 2 x 1/2" wood 1/2" wood 14" et 16" 1/2" wood r14" et nails16" sheeting x 3 1/2" sheeting x 3 1/2" 1/2" joists - 3 nails sheeting x 3 joists - 4 nails 2 x Wood filler:---' Joist with 2x4 chords / Joist with 2x4 chords F- sheeting x 3 1/2" Option 117 L (Good) GL Wood, Filler: Wood Filler: 2x4 G Wood Flier. 2x4 2 x 1/2 wood y sheeting x 3 1/2" Wood, Filler: rr Use gun nails 0.122"x3.25" or 3" C 2 x 1/2 wood screws to secure strongback sheeting x 3 1/2 at mid span of joist **Use dry lumber for strongback** LATERAL BRACING FOR A SINGLE JOIST WITH HANGER LATERAL BRACING FOR A DOUBLE JOIST WITH HANGER Only required if the hanger does not provide lateral support for the oist's to chord Only required if the hanger does not provide lateral support for the oist's to chord STRONGBACK (at mid span) STRONGBACK OVERLAP q 9 P PP j P Y q 9 P PP j p JOHN C. GRAMLICH ARCHITECT PO BOX 820 Squash block Typical Wood iece Filling 5/8" YAPHANK, NY 11980 Rim board Typical Reinforcements : need to be analyzed in p TEL on OSB panel 1 -2x6 blocking �� blockin P (631)384-1752 1/16" higherOSB 1 1/8 g Analyzer software to have all material • JCGRAMLICH@GMAIL.COM than t hejoist _ / requirements (sizes, quantities, etc.) Typical Bearing wall blocking or beam .I • CLIENT INFO: �l Solid lumber fixed CHRISTINE & WILLIAM �- PAPARELLA C G� Reinforcements Foundation, 2095 NASSAU POINT RD C II y �"�� ••c need to be analyzed bearing wall CUTCHOGUE, NY 11935 Header in Analyzer software or beam .� to have all material requirements (sizes, Wood piece Rim board 2x6 flat The joists must have the bottom quantities, etc.) 2< PROJECT INFO: OSB 1 1/8" flange retained by 1 x3 SPF#3/Stud or . 2095 NASSAU POINT RD MULTIPLE LEVEL MFoundation, resilient channels at 16" c/c . REINFORCEMENT FORA 2095 NA SAU O T RD BRICK AT LOWER LEVEL bearing wall CONCENTRATED SIDE LOAD REINFORCEMENT FOR A CONCENTRATED TOP LOAD CANTILEVERED BALCONY or beam CANTILEVERED JOIST PROJECT TITLE: * Wood filler Steel Use load distribution brackets (multi-joist Maximum permitted opening if there is PAPARELLA RESIDENCE �- Blocking not illustrated at bearing 1/4" max. fixed to beam connectors or the equivalent) having the no concentrated top load PROJECT DESCRIPTION: Solid lumber* beam capacity to transfer load as indicated in Subfloor NEW RESIDENCE 1 to 2 1/ P Floor joist " thick Analyzer's software report. PHASE: �-- plate attached to the beam (the plate CONSTRUCTION (CD) R must exceed 1/8" Steel on the joists side) CHECKED BY: INCEPTION DATE: beam 100 10, JCG 10.07.2021 R � in DRAWN BY: CURRENT DATE: Wood piece Bottom plate Bearing for floor joists JCG 07.13.2022 for levelling bearing wall fixed to Foundation, To mount Point load DRAWING TITLE: hanger Support fixed or beam beam 9 on the side Typical blocking with some depth as OPEN WEB WOOD to knee wall STEEL BEAM CONNECTIONS joists and connecting them where TRUSS DETAILS SOLID LUMBER STEEL BEAM BOTTOM FLANGE BEARING required by the project designer. CANTILEVER PERPENDICULAR TO OPEN JOIST HANGER NOT REQUIRED WITH TOP PLATE AND HANGER DOUBLED JOIST LOAD TRANSFER TYPICAL BLOCKING DETAIL SHEET NO: ®1 ■ FILE LOCATION: A D E H -3.0� -3.1 -3.1 A-3. REVISIONS: NO. DATE DESCRIPTION 1 - 7-0" 39'-8" 42'-8" 27 4" 12'-4" 2 ol 10'-8" 12'-0" Tf 12'-4" 11'-11" 6'-4" 3 - mmmmmw- �- - _y. - - - - - - ��- - - f -, - - - - - - - �• 5 - - PofcKsla6? rt Oh,Grade RIGID N ULA 10 NDE LAB 1- �_ ��. 1J I _ . _.. - • ;--- _- - _ !- - - - Tom_ _ �• E1±1 ! _ I - -1 6GARAGE FND WALL �„ , - - - �.cONG sLAB w -�-._.J _� I—-- � l ,--'— I - — _j .,_ - G Ir i I I y — - I r7 I 1 I tl — 8"P.CONC. FOUNDATION WALL. �* I _.� __ -_ �_ �..-I-_i_I_ l._. _ 1_ _ I-- I I Id.fN OIATI N, {d R LAB`- i L�. GT S xs oi1 boo _.: - �,y L�-:- - = ,._ 16"Wx12"DEEP P.CONC. FOOTING {- - -1 W/(3)#5 CONT. REBAR ON FIRM, MPAGTEDF�LL- I I I" —I— ND WALL1 8 UNDISTURBED SOIL(TYP) I I / ' ' ' j I I �- - -.t, I. _ _I. - �I n I�._L_'._� II�i_ ( _ �_ (. 8"P.CONC. FOUNDATION WA L • ND WALL HOLD T.O.W.DOWN V-0" I HOLD T.O.W. D N V-0" HOLD T.O.W. DOWN V-0" _- !�� 4"SHELF FOR INTERIOR SLAB g�10 I 8"P.CONC.FOUNDATION WA� � . &1iA NCH SLABtEND ' d &HAUNCH SLA END &HAUNCH SLAB END a i � I - - BEARING. 16"Wx12' DEEP J a U 0 ❑ ` IG D NSULA UNDER SLAB I - 4"SHELF FOR INTERIOR SLA — I (- �- -I_ -�_� I _ J O O w _L _a_.___- _-i__.1__ )- J. r I I I 1 ( - I : P.CONC. FOOTING W/(3)#5 - ¢ O I ( - I. LJ ^LJ; L{1 _ _L� BEARING. 16"Wx12"DEEP I I I �' �-I-I Q ¢ �° w I-' I - I I CONT. REBAR. r 5 I P.CONC. FOOTING W/ 3)#5 1 �'� At 2.10" ❑ W °° = 22'8" ( I-� - +-1 I 19 4" ( J . 7-f 21'0" I 11'8" I (_ I_ I F _ - - - - g " CO Z J I I. �-� -�- -T I r_ NYS STATE LAW: L LI- ❑ CO �, � _ I I Interior Slaab on Grade I = 1 Into for Slab on Grade I �{ Interior Slab on Grade i� -I Interior Slab on Grade I - w 0 Garage Slab W o W g ¢ I - I E I f i I I ' ,-I: I_ 0-0 � O I•- I 4"P.CON��SLAB W 6x610110 a-'--. �" CONC SLAB W 6x610110 r � 4"P.CONC SLAB W 6xs 10110 ��-- .• -- I 4"P.CONC SLAB W 6x610/10 t --I--- °4 UNAUTHORIZED ALTERATION OR O on Grade �` � u� w OJ WWF.300b PSI MIN.ON ( - - ` )-- .I IWWF,3000 PSI MIN.ON -� J ' ) WWF.3000 PSI MIN.ON ( �-I - ;0 zo ° Q �, ,� 1 - - - - - I___. _ . i. __.I__I —4 WWF.3000 PSI MIN.ON I a- ` - ADDITION TO ARCHITECTURAL M M N m= 4"P.CONC SLAB W 6x6 _ COMPACTED FILL I - - _ - _ - I COMPACTED FILL - i I i ;I COMPACTED FILL I -}} �I'. COMPACTED FILL -I - PLANS OR SPECIFICATIONS N O 10/10 WWF.3500 PSI MIN. ILL X w I N ¢ g I �. I �._1._ . I; .'_.!. ! I �._-� _ I I I_ i_. I BEARING A LICENSED ARCHITECT'S =O ATOP 6MIL VB ATOP ON O _ I` i I I. SEAL IS A VIOLATION OF PART U � I �' -I I I s.� I I, I{ Il-i � ° -1 I I.- f- - _ - - __ _' _ IWALL— GRADE - 69.5.B OF TITLE 8 OF THE I I LL 10"PDCO WALL FOUNTION WALL.4"SHELF FOR - I 8"PbONCA OUNDATI�C N WALL. HOLD T.O.WALL I FND a �' �� I _ -� _I - I _ OFFICIAL COMPILATION, CODES, ILA — _ I - I r_- 1 8"P.CON . FOUNDATION WALL. HOLD T.O.WALL RULES AND REGULATIONS �1NTER►OR SLAB BEARING.2' EXT.SHELF FOR I I I �( DOWN TO ACCEPT INTERIOR SLAB. 16"Wx12" �!-I DOW TO ACCEPT INTERIOR SLAB. 16"VVx12" r • I `- � - ' '' I � I �-- ��-� P.CONC. � I OF THE STATE OF NEW YORK. _ I PORCH SLAB.20" 12 DEEP P.CONC. FOOTING _ I DEEP P.CONC. FOOTING W/(3)#5 CONT. REBAR. ! I�;_' i DEEP FOOTING W/(3)#5 CONT. REBAR. _ I. I W/(3)#S CONT. RE6AR-- - - - - - - - J I I L - - - - - - _�`�' -I- LJ _ - — — JM� I L--- -- - - - -- - - - - - L- - - - -f- ARCHITECT'S SEAL& SIGNATURE: -__---- -- -- -�-- - --- -t- - -d '- .�._. �-- - — - - -- - - - J I I 1 IGID'INSU) 4 lON UNDER.SLAB;_ �_ _(�__r__ -_ _ }__�.fi l.___ � I�I�INSL�LATION'UNDER.SLAB ._ ____._ _ _ RIGID INSULATION UNDER SLAB _J i._ _'-I_._ IGIQ-NSUIfATlOt11yNDER_SLAH I 1,9 -- - - - - -- _ —_ - - _ �1 / 11 � -r ` -- - - - - 17' / 5`4" / ' I 19'-4" Q - 21'-4" HOLD T.O.W. DOWN- ter' / / / // / , , Ti /1"EXT:SHELF 4"INT.SHELF 10"P.CONC. FOUNDATION WALL.4"SHE�FOPP. 4"INT.SHELF 2", XT'SH LF �/ BASEMENT FND WALL I _ 1'-0"&HAUNCH SLAB / I I I I 13" F OF NE`N / J 3.5 Z..5 xt S� UBE COLD(MN END t�� I i I I I / -3.3 SIDE OF BSMT FOR SLAB BEARING. PROVIDE(1)#4 6x x"STEELIBASEPLAIIE 2'10" 9'4" 1'8" 9'4"_ 1'8" 9'4" 5'6" V f I CONT. REBAR 12"DOWN FROM TOP OF ND WALL 1(50KiP MI RATING) 2'-0" M.O. M.O. M.O. _ _ J 71 &(1)#4 CONT. REBAR MID-HEIGHT OF W L (TYP). / / a'9"Vtfx9 Z"BEEP P.£ONE-f OOTff"}6 w/{ I13` - �_ - ( /� G „ „// I 4 x4'-0"x1 P.CONC TG. 3'-3" 17' 1 1= " A'9 i REBAR. I A-3 / 16" O.W. TRUSS US TL FG 11 -2.0 FOR R R D z E .� I ��------ -04 16" O.W. TRUSS A FJ 016 OC I I x o FJ 016 OC -�17 7-1- _ _- - - - Ilc� b /r ! 3.5"xi�.5"xT SO UBEC0D(MN BASEMENT FND WALL Ibo ,I f I I FJ DIRECTLY UNDER! 12"P.CONC. FOUNDATION WALL.24"Wx12"DEEP I { I I PARALLEL 6x�x"STE� ASEPLAIIE P.CONC.4"INTERIOR BEARING SHELF&2" 4 ;. _ -_ - WALL ABOVE, ) 1( NTING) I /// N TYP _J 50KiP M1 RATING w � °_'' ••�. .� - - - � _ �-- -i_ - _�-- - EXTERIOR SLAB SHELF. PROVIDE(1)#4 CONT. � I I I I I r---r - 1 1 I REBAR 12"DOWN FROM TOP OF FND WALL&(1)#4 I t Basement 4'0"x4'-0"x1 RCONC TG. _ r 1 CONT. REBAR MID-HEIGHT OF WALL TYP '• / I r Slab on Grade USEDTLFG1/ 2.OFOR�E6 R (TYP) FOOTING W/(3)#5 CONT. I .. O LTS i 1 '-g 4"P.CONC SLAB W 6x610110 WWF.3000 PSI I "`� ANCHOR B / I �x MIN.ATOP 6MIL VB ATOP ON GRADE (. r : �� CI .� iCl ti PROVIDE 1/2"DIA ANCHOR BOLTS,7"MIN EMBED @6'-0"OC.MINIMUM& I " , " N N ❑ / I I I i I INTERSECTIONS OF PLATES. 1 V-4 1 -4" " 1 " "1 22'_4" X � NOT MORE THAN 12"FROM ENDS&I G I PROVIDE(2)A.B. MIN. PER WALL PROVIDE A NUT&WASHER / 2"EXT.SHELF 4"IN .SHELF TIGHTENED ON TO EACH PLATE.(IBC 2308.3.1) " > O / -3• I I •• � ///' � 1, ' i 16" O.W. TRUSS 16" O.W. TRUSS / /l i JOHN C. GRAMLICH o _� /� _ + FJ C�➢16'OC 1 FJ 016 OC f / ARCHITECT // ` /'� / BM-1 "' I o ch,Sla n Grade NAILING �& FRAMING CONNECTORS / ;p�c�i� 20 ( , o ( 4"P.CONCISLAB W 6z6 10/10 Q PO BOX 820 CONTRACTORS MUST REFER TO THE NAILING SCHEDULES&METAL ; lab.dn,G ache / 8" 8.6" " " 12'-2" d' I WN(F,�30O0'P�SI'MII�ON 1: `- YAPHANK, NY 11980 2 1 x16 LVL FLUSH OMPACTED FILL FRAMING CONNECTOR DETAILS LOCATED ON SHEET S-0.2 FOR o " :CONC SLA W 64 o/t0�! L _ _ _ _ - _J� - - _ ' i TEL(631)384-1752 PROJECT REQUIREMENTS. SECTIONS GENERALLY MAKE i WWF.'9000 S(M1N"ON/� ' OMPAG�ED ICLf �,J "CALL-OUTS FOR REQUIRED DETAILS BUT THESE CALL OUTS ARE JCGRAMLICH@GMAIL.COM FJ DIRECTLY UNDER PARALLEL NOT ALL INCLUSIVE.CONTRACTOR MUST DETERMINE ALL I 16 O.W. TRUSS UP I il- - WALL ABOVE (TYP) I I f 115R " — — - i LOCATIONS. REPORT ANY DISCREPANCIES&/OR NOTIFY ARCHITECT / •, • Il I FJ 01 Ill 5"x65 xt SQ - - - - -_�- - - CLIENT INFO: WITH ANY ISSUES OR QUESTIONS i 6xhk}"STEE ASEPLAlIE CHRISTINE & WILLIAM -- - � / _- 1 xl VL LUSHI 1(500 MI TING I - - - - - /: / / - - - - - - =1=1=1=L _- - - - - _� � - =- - PAPARELLA STEEL COLUMNS - N N •'� ; ; BM- -u- C - I I I I I I I I •. 1 2.0 4'-l0"x4'-0"x RCONC F1rG. 1 i 2095 NASSAU POINT RD •ALL PIPE COLUMNS SIZES&MINIMUM BEARING CAPACITY RATING I I USE TL FG-1 2.0 FOR EI R I SHALL BE AS NOTED - .; %; I / CUTCHOGUE, NY 11935 -'�, / I I I I I •ALL STRUCTURAL STEEL PIPE AND STRUCTURAL TUBING SHALL • 1 Basement CONFORM TO THE REQUIREMENTS OF ASST.A500 GRADE B(Fy=46 SKI) G3 BASEMENT FND WALL j �o Slab on Grade I •DO NOT USE ADJUSTABLE COLUMNS F111 / 12"P.CONC. FOUNDATION WALL.24"Wx12"DEEP DO C7 4"P.CONC SLAB W 6x6 •DO NOT USE 3" DIA COLUMNS I ~ � _ P.CQNC.4"INTERIOR BEARING SHELF&2"_ _�L_ - -_ _ ; 10110 WWF.3000 PSI MIN. I 1/ II i� i i i PROJECT INFO: PIPE COLUMN TUBE COLUMN EXTERIOR SLAB SHELF. PROVIDE(1)#4 CONT. I - ATOP 6MIL VB ATOP ON / REBAR 12"DOWN FROM TOP OF F_ND WALL_&(1)#4 L_- - - _ 3_5"XF5"xk Sq UBE COD MN GRADE I i i 2095 NASSAU POINT RD WOOD POSTS K L : - r- - - - - / I CONT. REBAR MID-HEIGHT OF WALL(TYP) —T' - �}"� ASEPLATIE I I I I CUTCHOGUE, NY 11935 -3.3 FOOTING W/(3)#5 CONT. I(50KiP M RATING) 1 //► •ALL POSTS ARE 4x4 MINIMUM BUILT-UP(SEE DETAILS FOR BUILTUP POSTS)IN 2x4 WALLS&6x6 IN 2x6 WALLS. UNLESS NOTED / 4'�0"x4'-0"x1~ 'P.CONC F1TG. �; OTHERWISE. � � ( I USE TL FG-1' -2.0 FOR�EB R •ALL POSTS MUST BE FULL WIDTH EQUAL TO THE WIDTH OF THE BEA / " " IT IS SUPPORTING. J I i 16 O.W. TRUSS �0 16 O.W. TRUSS / I I I i I PROJECT TITLE: FJ ®16 OC FJ 016 OC PAPARELLA RESIDENCE 3 ® " 4'-4" 20'-4" O 21'-4" 1-0 /fi1'-5 I I I I I WOOD POST 2"EXT HE F; "INT.SHELF 4"INT.SHELF 2"EXT.SHELF PROJECT DESCf21 PTION: ASEMENT FND WALL 1 10"P.CONC. FOUNDATION WALL. PROVIDE(1)#4 CONT. HOLD T.O.W. DOWN 1D & NEW RESIDENCE LOAD PATH � _ HAUNCH SLAB END — — — � / , + REBAR 12"DOWN FROM TOP OF FND WALL&(1)#4 CONT. / �" PHASE: THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING THE"LOAD ! REBAR MID-HEIGHT OF WALL(TYP).20 Wx12 DEEP . L PATH".ALL POST LOADS, BEAM POSTS,ETC.SHALL BE RESOLVED& —BEA SOCKET BP-1/ -2.0 --� � •�c°Nc...r=°ozl�c`�)#s..lc°N-r�6� — J� — CONSTRUCTION CD CARRIED DOWN'r0 THE FOUNDATION SYSTEM. REPORT ALL M ' ( ) DISCREPANCIES TO THE ARCHITECT. M 'I I� - - *� T - � � - '� � 4• �• — _ — — — — — — —-t — — — - — CHECKED BY: INCEPTION DATE: TRUSS JOISTS o UP JCG 10.07.2021 V-8" 3'-9" 26'-0" 7 0" M,O. 3'-10" 9R 8'0 9'.7" 11 • ALL TRUSS JOISTS SHALL BE SIZED BY A LICENSED 19'-4" DRAWN BY: CURRENT DATE: STRUCTURAL ENGINEER. 3 "H H NDR IL JCG 07.13.2022 • ALL TRUSS JOISTS SHALL BE DESIGNED BY THE MANUFACTURER • TRUSS JOIST SHOP DRAWINGS MUST BE PROVIDED TO THE DRAWING TITLE: ARCHITECT FOR APPROVAL N 43'4" 18'-3" FOUNDATION PLAN NOTE: STAIR&FND WALLWPMONr FRAMING PLAN HEADERS J SET EXTERIOR STAIR FOOTINGS LOWER SO NO H P.CONC STAIRS&8 . III PROJECTION ABOVE STAIR LANDING SLAB.TOP OF FOUNDATION RETAINING WALL W/ EXTERIOR WINDOW&DOOR HEADERS gil�i` I' -3'3 STAIR LNDG SLAB SHALL BE SET4"LOWER THAN TOP A-3• 16"x8"DEEP P.CONC. FOOTING W/ OF INTERIOR SLAB&FLUSH W/TOP OF MAIN WALL (3)#5 CONT. REBAR.FTG ON CLEAN SHEET NO: • ALL HEADERS SHALL BE(2)2x10 UNLESS NOTED OTHERWISE I,Ii' FOOTING.PROVIDE DRAIN TO DRYWELL COMPACTED FILL.PROVIDE DRAIN • HOLD ALL HEADERS FLUSH WITH OUTSIDE FACE OF WALL i FOUNDATION PLAN TO DRYWELL @BOTTOM LNDG INTERIOR DOOR HEADERS d • ALL HEADERS SHALL BE(2)2x8 UNLESS NOTED OTHERWISE 1 SCALE : 1/4" = 1' - 0" FILE LOCATION: A B C D E H -3.0 -3.0 -3.0 -3.1 -3.1 A-3. REVISIONS: NO. DATE DESCRIPTION zi - � O (no mo NO 0� p np 2 - 00 to c0 co 00 co COW 0010 c0 io _N 5 N 2x6 EAVE ROUGH FASCIA N 5 N @� N 6 NX F A3 - (2)1 j'_x9j" LVL HDR (2)1 j"x9j" LVL HDR E-� _ _ _ 2 2X8 HDR - - --(2 2X8_- - =- L__212 ----- 4 - lj� j- - - �- 2 1 x16 LVL FLUSH --� 2 1 "x9 " LVL HDR _ HDR - -- - - X�8_®- 2 2X8_�2)2X8 5 _ x� ( ) (2)1 J x9 L HDR 3 IUD w o III I I� I ^li n (POST (POST4 _ 10'-8" aox co / a0 7 3.5"xlYx 'SQ TUBE COLUMN - x-N � > > I X / I CONY. HDR W. INTERMEDIATE POSTS N _ w w w w N Q N (15KiP MIN RATING) = 7 p,p 010 p10 0,0 I % 04 ` = 17m�0 = ¢ _ ¢ z ¢ 2 2X8 1 xt- $ - } } J >_ J - W - _j OfwNOP( _ 2x6 J o � V o f o � � � N I " NI @16 O L) I D O O i 16-O.W._TRUSS (V) � o Nl¢ Nl¢ f o '04) � o v - - - - _ FJ c�ib'�C '� m V) 6 I 1� a t° a cO ° cn ( N N 1 o f 2x10 DJ/RJ �� NYS STATE LAW: 6" V J o � I o � II o � � o � o � o � o 'S = 016 OC 001 o w I I III w II r ,� IY co c m I x� i UNAUTHORIZED ALTERATION OR x� I ) FJ `° `° - - - - -� `° ' r- COMPOSITE DECKING ATOP N o cc��o 2 C - 3 �j 3 ® 3 3 �j 1 PITCHED SLEEPERS ATOP EPDM �= ADDITION TO ARCHITECTURAL 0 R 2x4 I - - - - - - - o ci o o FLAT ROOF SYSTEM. PITCHED TO �r PLANS OR SPECIFICATIONS CJ 16 OC I 4'4" RAIN. x cn I X I BRG WAL FROM ABOVE ACRO S FJ'S BRG WALL ROM ABOVE ACROSS FJ S CHASE D SEE SECTIONS & DETAILS ^o BEARING A LICENSED ARCHITECT'S x h TRUSS ENG EER: 24 LL 1$ODL ACROS JOISTS BRG WAL BR 1�- - JCL SEAL IS A VIOLATION OF PART IN / 2 2 8 2�2X8 2�2X8 G WALL 2 2X8 _ _ - - ICJ DIRECTLY UNDER - 00 69.5.E OF TITLE 8 OF THE (2)1 x16 LVL FLUSH ,�- �\ \\\\\\\\\\ .\\\\\\\ �-=\ PAR LLEL WALL ABO xlo_ - _ = Q - J N OFFICIAL COMPILATION, CODES, u 2)2X8 ,H H D� HD -�-- I = RULES AND REGULATIONS I I 1 - - - - - JI I I - - - - - - - - - - - - - - � DO - N= II - - - - - - - - � L - - - - - - - - - - � 3 - - - - � - - _ - -_ - -_ - -_ E-C - _- -�� J �._ - -- x OF THE STATE OF NEW YORK. II I 0 0 ( �2 2X8 _ FJ DIRECTLY UNDER = N� -I O L� HDR PARALLEL WALL ABOVE I )CL III I I ao 00 ad ' 00 00 56 x Ir x x 16" O.W. TRUSS 1 N_� ARCHITECT'S SEAL & SIGNATURE: c� �_ �_ C-4 N= / FJ 016 OC CONY. HDR W. INTERMEDIATE POSTS 0 x " " » " 3.5"0.5"xt SQ TUBE COLU+N 'I �VE D A O -N 2)2X8 _ 2 1; x9 LVL HDR _ 2)2X8 - _ r�_ (2)1 x16_ LVL FLUSH - (15KiP MIN RATING) 2)2X8 _ 2 2X8_®�2�2X8 �x1 ® I I I I - - - - - 2x6 SJ LEDGER - - - HDR o = ' BM-1 2 2X6 HD )2,.1 ( _HQ_ _ 2x8 RR LEDGER o I �I O � POST POST Q � W I -2.0 POST & N 1 1 (2)1 "x16" LVL HDR J (2)1j"x16" LVL HDR �2)1 "x16" LVL HDR I o n o D�,G I o (2)KINGS- - - - - - - - - oo c0 cp cp � o- I-Trl_ -> I I N ll� N +'�� o (2)2X6 - ® ® V) - _ _ fn w 0_V' 0 11It - - - - �TO I I --- lL 1.L. Il U V- 1I 1 x16 LVL RIM I I I I --- , " ' 3805 co c0 coo - --, » ��-- wwl 1 = -- I POST I I 1 Ili D '1 Q' II I x I I I x � I I 1 y 1 (2)1� x11� LVL HDR , I I coca - - _ - - I '9�- I I 04 I I I I N ® I I I I - - - - - I �pi I J Qp I I I I I I I- - ----- ------------ -----I - I �yJ > O /' NE LJ LJ LJ LJ ------- ------ ------ -J _j J " 04 I _ -3.3 I I 1 o w- 0 2x6 EAVE ROUGH FASCIA m o - - a 2x6 SJ ��'I I rn Hai 1 1 1 I tt 2x6 EAVE ROUGH FASCIA 2'-4" x c0 31'-0" X m x 2'-4" �I tto 016 OC NN lax Q a J FULL LENGTH OF HDR SEE PORTAL FRAME- DETAIL PF-1/S-2.0 I I y " w ( W -3.2 A B C D E X @1 2X8 RR 1 16 FJO®6 OC SS m 1 � o l t ,� ®10 DJ 1 I t ill ,'"".--,. -3.0 -3.0 -3.0 -3.1 -3.1 N w I = 2 2X8 I � 0 >1 N O `° _j I o NI r--�,------ 1-a a x _ a t0 x "x 1 J" LVL DR 2 2X8 - - 3 ® _ It NI22xs 0 ��2 - HDR HDR HDR w r,l o z COMPOSITE DECKING ATOP I I PITCHED SLEEPERS ATOP EPDM t 1 II I t Iit �Ii i o FLAT ROOF SYSTEM. PITCHED TO x x 04 DRAIN. SEE SECTIONS & DETAILS I I 2 10 FJ @16 OC W cO,I I x II I 4 PLYWD LAM BEAM. U " II ( )� CUT TO I �-71' I G I I I I = 2x4 CJ @16 OC rx I (2)2X6 1 1 1 III I I I CURVED SHAPE OF ROOF (FLUSH) �! 3 i i i II I 1 t t I (2)j"PLYWD LAM LEDGER. CUT I POST JOHN C. GRAMLICH TO CURVED SHAPE OF ROOF L (2)2X6 I ARCHITECT II C 1 2.0 POST & I I I 1 x 2x8 ROOF JOISTS @12"OC STEEL TUBE BM-1 (2)KINGS N 1 ALONG CURVE OF ------ -CANTILEVER-, » » of -� r- N _ I _ I AIL 1_ _f2 1 x16 LVL FLUSH _ _ Lc�J PO BOX 820 I� 1 C4)J"PLYWD LAM B tAM. CUT TO L_� �4 YAPHANK, NY 11980 - - - - CURVED SHAPE OF',ROOF- HD - - - - -------- 1 w 1 1 Ili FRAMING NOTES TRUSS JOISTS I I I I I 1 � -{ -- �-�r-- � r �� i TEL(631)384-1752 I t I I I BELOW ROOF JOIS ) 16" O.W. TRUSS o I I I 1 i I I I I I , � IIi JCGRAMLICH@GMAIL.COM l FJ 016 OC o • ALL TRUSS JOISTS SHALL BE SIZED BY A LICENSED I I II 1 1 1. ALL DBL HT EXTERIOR WALLS SHALL BE 2x6 FRAMING.UNLESS STRUCTURAL ENGINEER, I I I I - - x 1 111 -I - I N CLIENT INFO: NOTED OTHERWISE. • ALL TRUSS JOISTS SHALL BE DESIGNED BY THE L___L--_L_ I I I NOTED MANUFACTURER 2X8- I =_ F --- 2. - - -ALL INTERIOR WALLS SHALL BE 2x4 FRAMING UNLESS NO . TRUSSI _ _ _ - 2 2X82)25CS I CHRISTINE & WILLIAM JOIST SHOP DRAWINGS MUST BE PROVIDED TO THE �.�_ - _ _ - (I OTHERWISE:. ARCHITECT FOR APPROVAL I I 1 1 -( x �" L-VL r-HDR- HDR � F I HDR F - I ,,i PAPARELLA 3. ALL WETWALLS SHALL BE 2x6 FRAMING UNLESS NOTED 1 - - - - - - - �� -�J ---- X o± I I I L _ J I 3.5"x3.5'4'SQ TUBE CO IUIMN_ I - OTHERWISE. � � I I I N i I I � ' I 2095 NASSAU POINT RD 04 r- - (15KiP MIN RATING)'- - �i . _ - J� 4. POSTS,AS SPECIFIED,SHALL BE PROVIDED UNDER ALL STEEL COLUMNS I ! I I I I 1i1 CUTCHOGUE, NY 11935 I I I I I - LUMBER BEAMS,ENGINEERED BEAMS&HEADERS. I •ALL PIPE COLUMNS SIZES&MINIMUM BEARING CAPACITY RATING -3.2 I I 11� -j I L - - 2 1 "x16" LVL FLUSH I I W&DOOR OPENINGS. �1 5. PROVIDE HEADERS ATALL WINDO SHALL BE AS NOTED I � I 1 III HEADERS SHALL BE BEAR ATOP(2)JACKS MINIMUM ON EACH .ALL STRUCTURAL STEEL PIPE AND STRUCTURAL TUBING SHALL --, 1 i 2x10 DJ PROJECT INFO: SIDE. CONFORM TO THE REQUIREMENTS OF ASST.A500 GRADE B(Fy=46 i t I= 1 MI CH LOCATED IN EXTERIOR WALLS .S01) j I 2x6 SJ NI 2095 NASSAU POINT RD 6. ALL HEADERS WH C D NOT USE ADJUSTABLE COLUMNS a K Ix @16 OC A 16" O.W. TRUSS 16" O.W. TRUSS N1 w w K 1 II CUTCHOGUE, NY 11935 SHALL BE HELD TO THE EXTERIOR FACE OF STUDS. •DO NOT USE 3' DIA COLUMNS -3 3 2X8 RR I FJ @16"OC FJ @16"OC CV -' -3.3 7. PROVIDE FIRE BLOCKING IN ALL WALLS AS REQUIRED BY PIPE COLUMN TUBE COLUMN x @16"OC III a `� o N ' CODE. V\OOD POSTS cn J. Of N c= c = 0 o C-4 ¢ WWI v 1 cr 1 N r>- 8. PROVIDE DRAFT STOPPING IN ALL FLOORS&CEILINGS AS U-I IX I o o L 0° REQUIRE BY CODE. •AL POSTS ARE 4x4 MINIMUM BUILT-UP = I w�,�I I I ( PROJECT TITLE: (SEE DETAILS FOR BUILTUP c0 � I I P(STS)IN 2x4 WALLS&6x61N 2x6 WALLS. UNLESS NOTED O �-� PAPARELLA RESIDENCE 9. THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING THE O `I m N I I 1 111 "LOAD PATH".ALL POST LOADS, BEAM POSTS, ETC.SHALL BE •O'4ERWISE. I 00 co AL POSTS MUST BE FULL WIDTH EQUAL TO THE WIDTH OF THE BEAN RESOLVED&CARRIED DOWN TO THE FOUNDATION SYSTEM. IT i SUPPORTING. i I cj N I L - �� I) PROJECT DESCRIPTION: REPORT ALL DISCREPANCIES TO THE ARCHITECT. I 3.5"x3.5"x"SQ TUBE COLUMN I 1111 NEW RESIDENCE w I ® to I _ _ 00 (15KiP MIN RATING) I - (2 1 L!11 C LVL HDR 10. REFER TO THE APPROPRIATE TABLES&DETAILS WITHIN THIS x I r I N x - - PHASE: WOOD POST - N I I _ _ _ _ _ DRAWING SET FOR NAILING, FRAMING CONNECTORS, ETC. I I 1 1 I I �m 2 2X8_ ------------------------- I I I I I I N I I HDR - CONSTRUCTION (CD) H EEE�DE RS 2 2x8 2)zx8_ --------- - ��_ J -HDR - H� CHECKED BY: INCEPTION DATE: NAILING, & FRAMING CONNECTORS JCG 10.07.2021 EXTEIOR WINDOW&DOOR HEADERS �/ � • k HEADERS SHALL BE(2)2x10 UNLESS NOTED OTHERWISE DRAWN BY: CURRENT DATE: CONTRACTORS MUST REFER TO THE NAILING SCHEDULES&METAL h)LD ALL HEADERS FLUSH WITH OUTSIDE FACE OF WALL FRAMING CONNECTOR DETAILS LOCATED ON SHEET S-0.2 FOR INTEE7R DOOR HEADERS - m O V)0 2x6 EAVE ROUGH FASCIA of 0 WWo PROJECT REQUIREMENTS. SECTIONS GENERALLY MAKE • A-HEADERS SHALL BE(2)2x8 UNLESS NOTED OTHERWISE cxy l�1 x l�1 N N "CALL-OUTS"FOR REQUIRED DETAILS BUT THESE CALL OUTS ARE JCG 07.13.2022 NOT ALL INCLUSIVE.CONTRACTOR MUST DETERMINE ALL x x DRAWING TITLE: LOCATIONS. REPORT ANY DISCREPANCIES WOR NOTIFY ARCHITECT N WITH ANY ISSUES OR QUESTIONS 2ND FLR J H FRAMING PLAN LOAD PATH i� 2ND FLR FRAMING PLAN SHEET NO: THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING THE"LOAD SCALE : 1/4" - 1' - 0" PATH".ALL POST LOADS, BEAM POSTS, ETC.SHALL BE RESOLVED& CARRIED DOWN TO THE FOUNDATION SYSTEM. REPORT ALL DISCREPANCIES TO THE ARCHITECT, q-3.0 B C D EH FILE LOCATION: -3.0 -3.0 -3.1 -3.1 A-3. REVISIONS: NO. DATE DESCRIPTION Al � U RK- RK- RK- 2 - o S-0. x �o S-0. o S-0. _ 2x6 EAVE ROUGH FASCIA N 3 2 1 x7 LVL E-o1s oc m1s'oc 01s"oc 01s"oC (2)1�"x7�" L HDR 2 2X8 ( ) �_� �» _ � - - _ X X � _ a _ �i--�- -,- r - 4 HDR- 2)2X8 2)2X8 _ - 6 _ I I - - 6 6 (2)1 f x LVL HDR �� T� (2)11"x7�" LVL HDR / N o I I � 5 �I 00 co6 N w N Q I 06 00 I / II I I l N1= 7) N1= Flo 7 tjo I 2X6 BRACE i 2X6 RACE 1 - U -� U U O m U ' U m U m U N= = I ®16"OC 1 ®1 "OC U rr o o U _ _ _ _ _ o o $ o� o io o� 0 0 0,o I - - - - - X io E: o co 2X10 RR / 11 2X10 RR 1 1 al>°< �°I� I - )2X8 = I 2x6 S� - ® cxv N ® N 2)6X8 N ® N N ® N 16"OC 016'OC pl cJ 6 ,. g 2 10�CJ 2x10 CJ 1 yl i1 I ®1.6''OC -�U 7) U v 1 ®16 0 J Uo Uo m � o�' I � ` I � U� _ � Jxi0 o co o in o io O `� w cj o!` I= I DGE F U } N N N I `" o=q o X ®¢ x*1 x'I �� A-3. c� �� X cc��d Q N N } NYS STATE LAW: 1 "x14" ly �2)1 "x14" - - - _-�2)1 "x14" _ LVL RIDGE LVL RIDGE-_ _T_ - `- m o N I » _ i N Q- c� Nb l _ _ _ fix _1 x14_ LVL _ _ I Ia_ o W�L� UNAUTHORIZED ALTERATION OR = LVL RIDGE LVL RIDGE_ I /� N y-' Nlp RIDGE . 05 io ADDITION TO ARCHITECTURAL 2 2X8 CJ BRG WALL 2Z 8 X 2 X8 CJ BRG WALL 2)2X8 m oo w I JJ = m Ci N 0 �Eq , PLANS OR SPECIFICATIONS I OI�' U i I BEARING A LICENSED ARCHITECT'S Fi HDR o= o I (2 2X8 0= _ 2 2X8_ o P (2)2X8 �,(2)2X8 rC BRIG ALL 2X8 `.-°>- 2L2X8 _ 2 2X8_ DR x Q HDR o�o o HDR E SEAL IS A VIOLATION OF PART H� N _ HD HDR I N �-� X ®Q ( I! 69.5.E OF TITLE 8 OF THE C 212X8 U i'I _ (2)2X8 �` I N -' I ( '' OFFICIAL COMPILATION, CODES, H RULES AND REGULATIONS 0 II o HDR � o - � y o io L2 2X8 _ /' I I \ - ii I OF THE STATE OF NEW YORK. J x o � o moo , • I� � o LJ N ® N5 HDR 1 I 1 I p iD o c p o"o co ao E. 00 oo, I `- x � - _ � - x� x� ao , /Xx I NIo X X =X�' NL Np Np Np N 2X10 RR ,-. - ® N ® N \ ® Nl= Nl= . tp ' Nl= 'M� I ®16 OC I fi ! I ARCHITECT'S SEAL&SIGNATURE: 00 2X10 RR I X10 RR v I 2x10 CJ ! I A1= 016" C 16"OC 2 X8 (2)1 j"x j" Lk HDR 2� 1 016 OC jj �R-D Aqc N LAYO ER AYOVER H - - - ,HD I - -III- - - - - - - - - - - 1 do t I I 1 - 2X6 BRACE 2X6 BRACE I I I t - 2 2X8 =1 RR S TO CJ S I 2 2R8 -J I N= 016 OC I 016 OC I �� HDR 2 2X8 -T--- 2x6-€AV€-ROU�kI FAI HDR. : 11 r = x4® OC WALL ATOP 1 f I � i - - - i� ill I I 1 -------------- 2 =-�-_-----T P (3)-RR-----a a q �3805� P -_ -_- JI_ J --------------- - --_-----_----, I L-------J -=J I J -3.3 1 x r i 2X10� RR �OF NEB I rn I N1a ( I i III 016 OC 2 10 RR N I 2X10 RR LAYOVER J SHRED AREAS INDICATE I 16"OC - - - - _ Q I ®16"OC LAYOVER ROOF FRAMING yy 2,00 CJ - 2x10 CJ MI I 0 ! A-3. A cn B C D E I m I oii �I I I .3.0 -3.0 -3.0 -3.1 l - - - �I 2X8 RR 016"OC dull 5'I ��------ I I CASHED DORMER I 1 1 `-_0 I 1 3:12 PITCH oil x,,�� I 0 �1 tea,' IL I L��J I /, �I I I N I � I III � I y.. *►a � -----------M -- ------------------ Luc. N ® (q/ oI ----s-----�---2_x_4Z�T 'O-C=WAI AT6FS�3jRi2-----� G 1 ,r - - - - - - - - , I I I Im I ( Im I I uj NI 2x10 �'` W I 2X6 BRACE 1 2X6 BRACE IF w JOHN C. GRAMLICH RIDGE Q I 016 OC =x/ 016 OC Iv �J ARCHITECT m 1 n/: I- 101 I '` �/ _. 1 PO BOX 820 2x10 CJ 2x10 CJ i FRAMING NOTES TRUSS JOISTSY 11980 I YAPHANK, N-1752 Q U - - L - - - = o-- 2XI10 RR I 2X10 RR I o I I j TEL(631)384-1752 N I 1 UO ® 6 OC /1 ®16 OC cp { NI @ • ALL TRUSS JOISTS SHALL BE SIZED BY A LICENSED " o- O 00 JCGRAMLICH GMAIL.COM 1. ALL DBL HT EXTERIOR WALLS SHALL BE 2x6 FRAMING. UNLESS STRUCTURAL ENGINEER. I I o= O I % I- _- - - ^_ I� I I � I _.�� N ®J NOTED OTHERWISE. • ALL TRUSS JOISTS SHALL BE DESIGNED BY THE -- --_ - -i I I N b I m I I I I i i i CLIENT INFO. MANUFACTURER I 2. ALL INTERIOR WALLS SHALL BE 2x4 FRAMING UNLESS NOTED . TRUSS JOIST SHOP DRAWINGS MUST BE PROVIDED TO THE pq - - ( 1 CHRISTI NE & WILLIAM OTHERWISE. ARCHITECT FOR APPROVAL I N a O PAPARELLA 3. ALL WETINALLS SHALL BE 2x6 FRAMING UNLESS NOTED I _ �--� » » U = 1 x11 LVL m I o o co I - - - - - I 2095 NASSAU POINT RD OTHERWISE. _ RIDGE N co 4. POSTS,AS SPECIFIED,SHALL BE PROVIDED UNDER ALL STEEL COLUMNS - U Q x /N X g ` N i i CUTCHOGUE, NY 11935 LUMBER BEAMS, ENGINEERED BEAMS&HEADERS. G3 = F io U' I I, o_ O< I _ N_ 1 "x14_ LVL _ •ALL PIPE COLUMNS SIZES&MINIMUM BEARING CAPACITY RATING w m N `� 2)2X8 RIDGE _ w 5. PROVIDE HEADERS AT ALL WINDOW&DOOR OPENINGS, SHALL BE AS NOTED z 1 _ I HD F_ HEADERS SHALL BE BEAR ATOP(2)JACKS MINIMUM ON EACH •ALL STRUCTURAL STEEL PIPE AND STRUCTURAL TUBING SHALL - I - - a 2x6 SJ ,,/' -1 1 1 l, p p I PROJECT INFO: SIDE. CONFORM TO THE REQUIREMENTS OF ASST.A500 GRADE B(Fy=46 1 1 = _ 916 OC I � _ _ _ � II `� I 1 I SKI) K i x 2x8"FAUX" Cx10-CJ - - - I " W I " / I 2095 NASSAU POINT RD 6, ALL HEADERS WHICH ARE LOCATED IN EXTERIOR WALLS .DC NOT USE ADJUSTABLE COLUMNS I N p- _ _ _ - I I C,g___ _ FAUX _m U _j x10 SHALL BE.HELD TO THE EXTERIOR FACE OF STUDS. •DC NOT USE 3"DIA COLUMNS -3.3 i N= INTERIOR �I � =1 1 m �.. INTERIOR o y _ + ; ` IDGE A-3. CUTCHOGUE, NY 11935 PIPE COLUMN TUBE COLUMN ir U I Of RIDGE I I �13 RIDGE x I I 7. PROVIDE FIRE BLOCKING IN ALL WALLS AS REQUIRED BY �' ( I 0 0 Of UO F N �I I I o N ® = I = ' ABLE I I CODE. VU�OD POST x /> 2X10 R I I 2X10 RR Im 2X10 RR N N E`Nb S I W0 8. PROVIDE DRAFT STOPPING IN ALL FLOORS&CEILINGS AS W/�LL I N N / J �16"OC 1 ®16 OC= p . C�16 OC � O, I � -' 1 1 1 1 � = LAYOVER ;,^� I II ATt�P i I �0 REQUIRE.BY CODE. •AL POSTS ARE 4x4 MINIMUM BUILT-UP(SEE DETAILS FOR BUILTUP 1 I x I I EAI�I PROJECT TITLE: PGTS)IN 2x4 WALLS&6x6 IN 2x6 WALLS. UNLESS NOTED I c9 I I � XI PAPARELLA RESIDENCE 9. THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING THE OliERWISE. 2)2X8 m I I I a "LOAD PATH".ALL POST LOADS, BEAM POSTS, ETC.SHALL BE •AL POSTS MUST BE FULL WIDTH EQUAL TO THE WIDTH OF THE BEAN - - RESOLVED&CARRIED DOWN TO THE FOUNDATION SYSTEM. IT I SUPPORTING. HD I II ; I PROJECT DESCRIPTION. REPORT- DISCREPANCIES TO THE ARCHITECT. ® r �� 2X1 RR 2X10, RR I 1 I I [ { . NEW RESIDENCE 10. REFER TO THE APPROPRIATE TABLES&DETAILS WITHIN THIS WOOD POST � I I 01 'OC 016 OC DRAWING SET FOR NAILING, FRAMING CONNECTORS, ETC. I LA ER =_ ' �_L� PHASE: ------ -� HDR 7 28 RR x8- - 4 - - - - - -� CONSTRUCTION (CD) HE\DERS L-- - - 016"oc -o mis"oc FSO sKC ECC7KED BY: 110EPTION DATE: NAILING & FRAMING CONNECTORS EXTEORWINDOW&DOO RK- � 0.O7.2o21 • P_HEADERS SHALL BE(2)2x10 UNLESS NOTED OTHERWISE S-0 CONTRACTORS MUST REFER TO THE NAILING SCHEDULES&METAL • H_D ALL HEADERS FLUSH WITH OUTSIDE FACE OF WALL DRAWN BY: CURRENT DATE: FRAMING CONNECTOR DETAILS LOCATED ON SHEET S-0.2 FOR INTERR DOOR HEADERS JCG PROJECT REQUIREMENTS.SECTIONS GENERALLY MAKE • A HEADERS SHALL BE(2)2x8 UNLESS NOTED OTHERWISE "CALL-OUTS"FOR REQUIRED DETAILS BUT THESE CALL OUTS ARE O7. 3.2022 NOT ALL INCLUSIVE.CONTRACTOR MUST DETERMINE ALL DRAWING TITLE: LOCATIONS. REPORT ANY DISCREPANCIES WOR NOTIFY ARCHITECT N WITH ANY ISSUES OR QUESTIONS D FLR CEILING & J H ROOF FRAMING PLAN LOAD PATH , 1 -3.3 li SHEET NO: THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING THE"LOAD PATH".ALL POST LOADS, BEAM POSTS, ETC.SHALL BE RESOLVED& 2 N D FLR C L G & ROOF FRAMING PLAN- CARRIED DOWN TO THE FOUNDATION SYSTEM. REPORT ALL 1 DISCREPANCIES TO THE ARCHITECT. SCALE : I4'� - �' - O'� FILE LOCATION: LVL BEAM FINISHED FLOOR FULL WELD PAN 1x6 DECKING SUB-FLOOR STEEL BEAM W/SOLID '�THRU-COLUMN&WELDED."THICK STEEL FLANGE PLATE. FLASHING RIPPED 2x6 DECK . v v BLOCKING CUT FROM 2x8 BOLT FINISHED FLOOR 2x6 PLATE ATOP NAILERS @16"OC. A TO STEEL BEAM-REFER TO SUB-FLOOR SAWCUT SLOT THRU CENTER OF STEEL BEAM /FT PITCH REVISIONS: M coBOLTING PATTERN DTL 4" 1 4 BE TO ACCEPT PLATE FIN FLR ATOP NO. DATE DESCRIPTION M EXISTG&NEW ,� �' � EPDM ROOFING v 2ND FF 1 PLYWD SUBFLR ATOP PLYWOOD& S O O LU O O °' +8'-8 3/4"EL — UNDER PANL LU `= ztO O FLASHING J F— a Ng LL m a LU O ® �., u, O '- NEW FJ'S - ® O N WOO ® m Z ® I t"MARINE GRADE 3 FURRING AS READ TO " PLYWOOD OVER 2x4 _ " SIMPSON METAL CONNECTOR ACCOMODATE FLUSH CEILING TOT L LE GTH LUS28 FACE MOUNT WI DEPTH OF STEEL BEAM O PLA E � PITCHED NAILER '4 6x6x1/4"x6"LONG STEEL ANGLE 1/2'GYPSUM BD WI 3/4'GAP cJ - BOLTED TO STEEL BEAM& BETWEEN BOTTOM OF STEEL (3j'THRU-BOLTS EA BEAM INTERSECTING LVL BEAM W/(2) 3-1/2"DIA.STANDARD STEEL (MIN 1/4").PROVIDE FURRING 2xl0 DECK - 3/4"DIA.BOLTS(TYP BOTH SIDES PIPE COLUMN JOISTS @16"OC 6 UNDER FJ'S AS REQ D i j --STEEL BEAM(PACK W/ OF INTERSECTING BEAM) CONTINUOUS STEEL COLUM BLOCKING NAILER) 7 STEELTUBE g L13D-1 LVL BEAM TO STEEL BEAM DETAIL 111=1'-0" BD-31 FLOOR JOISTS TO STEEL BM DTL 1"=1 '-011 BD-41 STEEL FLANGE TO BEAM DETAIL DK-1 DECK TO DOOR DETAIL 111=1'-0" s NYS STATE LAW: J"SHEATHING. NAIL PER IRC 4"SHEATHING. NAIL PER IRC 1x6 DECKING L 4" 4x4 WOOD POST UNAUTHORIZED ALTERATION OR ADDITION TO ARCHITECTURAL "SHEATHING. NAIL PER IRC RIPPED 2x6 DECK 11'0" I 112"1" EXTEND TO PLANS OR SPECIFICATIONS 2 2x6 P.T. PLATE W/ FC9 FINISH FLOORING 2 2x6 P.T. PLATE W/ FC9 INISH FLOORING NAILERS @16"OC• BETWEEN DECK BEARING A LICENSED ARCHITECT'S TERMITE SHIELD -0. /4"PLYWD SUBFLR TERMITE SHIELD -0. /4"PLYWD SUBFLR JWT PITCH I I JOISTS. SANDWICH SEAL IS A VIOLATION OF PART STRAP PER DTL 2 2x6 P.T. PLATE W/ FC9 EPDM ROOFING REFER TO ANCHOR BOLT - TERMITE SHIELD -0. STRAP PER DTL BTWN FULL DEPTH69.5.13 OF TITLE NOTES ON FOUNDATION STRAP PER DTL REFER TO ANCHOR BOLT ATOP PLYWOOD& - BLOCKING OFFICIAL COMPILATION,AOTION CODES, = z REFER TO ANCHOR NOTES ON FOUNDATION DOWN FACE OF RIM PLAN FOR SIZE&SPACING I I FJ MFG FIBER BD(MIN PLAN FOR SIZE:&SPACING I I 2x4 BLOCKING RULES AND REGULATIONS a BOLT NOTES ON XT. PLYWD SHEATHING II: _ _ _ 1x8 FASCIA BD OF THE STATE OF NEW YORK. PARGING .1t w ° 1/2"GAP FROM CONC) FOUNDATION PLAN PARGIN - _ II. 0O .0 11 0 w WOOD RIM BD . . I1 ° A.. FOR SIZE&SPACING 2 JI ° j"MARINE GRADE FINISHED BOARDS P.T.WOOD PLATES PLYWOOD OVER 2x4 OVERLAP 1"MIN. ARCHITECT'S SEAL& SIGNATURE: GRADEGRADE °d a PITCHED NAILER rn BOX GUTTER °-4 DBL 2x4 P.T. PLATES W/ PARGING ,jI � ° .° '. 4 (OPTIONAL) II. 3/8"A.B. @48"O.C. 00 Z II:.' ,° BITUMINOUS MEMBRANE SEE "MIN THICKNESS t I yAED AJq BITUMINOUS MEMBRANE $ E; 'll" IP. a GYPSUM BD 2x10 DECK I I 1x12 FASCIA BID � G Rq�y WATERPROOFING PLAN I I : P.CONC SLAB WATERPROOFING PLAN II': GRADE < II 4"' . d JOISTS @16"OC OVER 2x10 ROUGH P.CONC FND WALL a °I I P.CONC FND WALL PEN WEB FLOOR STEEL BEAM FASCIA RIM BID SEE . CONC FND WALL ; °'f JOISTS (PACK W/ BITUMINOUS MEMBRANE PLAN. ° e. BLOCKING/NAILER) I I SOFFIT W/BLOCKING WATERPROOFING s 2x10 BLOCKING 11 STEEL TUBE EDFOUNDATION DETAIL 1"=1'-011 FD-3 FOUNDATION DETAIL 1"=1 '-0" FD-4 FOUNDATION DETAIL 1 "=1'- " - II qTF °FN Q� -2 FO 0 DK 2 DECK END DETAIL 1 1 0 p�NE�t 1x6 DECKING 4" 4x4 WOOD POST " FINISH FLOORING H FLOORING RIPPED 2x6 DECK 1" EXTEND TO 3/4"PLYWD SUBFLR /4"PLYWD SUBFLR 11'-0" I 112" STEEL COLUMN W/ NAILERS @16"OC. BETWEEN DECK BASEPLATE W/3/4"DIA.A.B. - }"/FT PITCH I I JOISTS. SANDWICH ON 1"MAX HT GROUT BED EPDM ROOFING BTWN FULL DEPTH d I I =Z (( =Z ATOP PLYWOOD& BLOCKING k ,.II. a g I I SEE ° a g DOWN FACE OF RIM • d. a 4"P.CONC SLAB W/10/10 P.CONC FND WALL S£E° w° P.CONC FND WALL w a i i 2x4 BLOCKING 6x6 WWFATOP 6MIL V.B. I(PLAN o w I(PLAN. o w I II u L II 0w 1x8 FASCIA BD GRADE ° c� GRAD,E � is JJ �cn II ° II P.CONC FOOTING EQ ; MARINE GRADE FINISHED BOARDS a I I II -.:c: —2x4 WOOD PLATE PLYWOOD OVER 2x4 OVERLAP 1"MIN. to �� SPACED HORIZ.#4 REBAR, _ :°`.: .;•. . BOLTED TO BEAM& _ 2 m a' d CONT. REBAR AS REQ'D �; CONT. REBAR(AS REQ'D z mo PITCHED NAILER rn BOX GUTTER a EACH WAY.MAINTAIN MIN ( a z ;?;;i; J w- ° d BY CODE) o "• w FASTENED TO EA FJ BY CODE o d m p �2 OPTIONAL v W COVERAGE ) ) d a a FILL BEAM POCKET W/ .4 m a JOHN C. GRAMLICH MAINTAIN 1"'GAP MIN -I a d--- --- GROUT m d :;:'W� m 0 1x12 FASCIA BID ARCHITECT _ BETWEEN COMIC.&ALL 2x10 DECK JOISTS OVER 2x10 ROUGH C� a ° SIDES OF BEAM d @16"OC FASCIA RIM BD 4112" 'BEARING PLATE W/ POCKET DEPTH.4' MIN 2x4 TREATED SOFFIT W/BLOCKING PO BOX 820 SHIMS&1"NON-SHRINK < STEEL BRIG&j"GAP ° . .9 GROUT POCKET DEPTH=3-1/2" , ° . ° 1/2" PLATE V-2" YAPHANK, NY 11980 3" EQ EQ EQ EQ 3" END OF STEEL TO WALL MIN BRG WITH V GAP (MAX 5"} (MAX 5") (MAX 5") (MAX 5") ° 2x10 BLOCKING TEL (631)384-1752 JCGRAMLICH@GMAIL.COM [FG-1] FOOTING DETAIL 1"=1'-0" BP-1 BEAM POCKET DETAIL 1 "=1 '-0" BP-2 BEAM POCKET DETAIL 1"=1 '-0" DK rm-3 DECK END DETAIL 1"=1'-0" CLIENT INFO: CHRISTINE & WILLIAM PAPARELLA 2095 NASSAU POINT RD PF-1 PORTAL FRAME DETAIL CUTCHOGUE, NY 11935 II �- EXTENTOF HEADER WITH DOUBLE PORTAL FRAMES(TWO BRACED WALLPANELS) EXTENT OF HEADER WITH SINGLE PORTAL FRAME — (ONE BRACED WALL PANEL) PROJECT INFO: 2'-18'FINISHED WIDTH OF OPENING FASTEN KING STUD ALUM THRESHOLD-------,, FINISH FLOORING FOR SINGLE OR DOUBLE PORTAL TO HEADER WITH 6 16DSINKERS 6xEA/4"STEEL 6x6x1/4"STEEL 6x6x114"STEEL 2095 NASSAU POINT RD TNS ION STRAP PER METAL PAN FLASHING W/EN 3/4"PLYWD SUBFLR TALE 602.106.4 PONY WALL.; (G OPPOSITE SIDE - y ANGLE USE 3/4"DIA. ANGLE USE 3/4"DIA. ANGLE USE 3/4"DIA. DAM _ OSHEATHING) 5' _ � CUTCHOGUE, NY 11935 HEIGHT „ ;; . METAL FLASHING ° BRAEDWALLLINE THRU BOLTS THRU-BOLTS THRU BOLTS CONNUOUSLY SHEATHED KICKER TRIM BD— ..=. MIN.3"z11'/."NET HEADER STEEL HEADER PROHIBITED e�e°a^ Z IF''A"SPACER IS USED,PLACE ON BACK-SIDE OF HEADER WITWOOD STRUCTURAL LV BEAM REFER TO LV BEAM REFER TO PAKS IF NFDED,PANEL PLANS FOR SIZE PLANS FOR SIZE BLUESTONE ATOP P.CONC SLAB-7a EXT.GRADE(MARINE)PLYWD O FASTEN SHEATHING TO HEADER WITH BD SPLE EDGES SHALL w COMMON OR GALVANIZED BOX NAILS IN 3"GRID OCUR EDGES SHALL LL FASTEN TOP n- SHEATHING x PATTERN AS SHOWN OVER '• PLATE TO U_ WOOD RIM BD ' °p; ;�•�_ BLO(ING WIDTH NOTHE w HEADER WITH TWO NEADER TO JACK-STUD STRAP PER TABLE—� 1 . ` ° SINKER NAILS AT d 3 °;°; F602.106.40N BOTH SIDES OF OPENING �' �°. e MI0.E 24"OF THE ° POIAL-LEG HEIGHT 'b ROWS OF 160 PLAN VIEW PLAN VIEW " O X. CPPOSITE SIDE OF SHEATHING ONROW OF 3"0 C. �, ° .T.WOOD PLATES NAWGISREQUIRED 3"O.GTYP. d 00 .d PROJECT TITLE: IN EH PANEL EDGE. �• q° MIN.DOUBLE 2"x4"FRAMING COVERED WITH MIN. - ';° ° ,e THICK WOOD STRUCTURAL PANELSHFATHING ' TYPIL PORTAL MIN.'Hs"WOOD ° d ° TERMITE SHIELD PAPARELLA RESIDENCE �. 'd, ,. �' STRUCTURALO FD.C. COMMON IN GALVANIZED BOX NAILS AT FRAM;ONSTRUCTION °sir PANEL ° a.°SEE' PROJECT DESCRIPTION: 3'O. .IN ALL FRAMING(STUDS, e BLOCKING,AND SILLS)TYP. �p SHEATHING MIN.IUBLE 2.4 POST MIN.LENGTH OF PANEL PER TABLER602.10.5 (KIN6IDJACKSTUD) • • • FABRIC FLASHING EXTEND 'PLAN ,: NEW RESIDENCE NUMR OF JACK Q STUD'ERTABLES LLJ w TO THRESHOLD . AIIN.(2)%"DIAMETER ANCHOR BOLTS R602.)8(2) m • • m • .GONG FND WALL INSTALLED PER SECTION R403.1.6 WITH ' 2"x2"x'he"PLATE WASHER J —� BITUMINOUS MEMBRANE � �° • • > • WATERPROOFING PHASE: CONSTRUCTION (CD) 1.o LVL BEAM REFER TO LVL BEAM REFER TO �c �— OVER CONCRETE OR MASONRY BLOCK FOUNDATION ANCR BOLTS PER PLANS FOR SIZE PLANS FOR SIZE "' P D-1 PORCH DETAIL 1 —1 -0 CHECKED BY: INCEPTION DATE: SEC'V R403.1.6 SECTION VIEW SECTION VIEW JCG 10.07.2021 (2)FRAMANCHORS APPLIED 2055 WOOD PANEL TOJOISLEPLATE SHEACIT160 B I BM-1 BEAM CONNECTION DETAIL 1 " 1'-0" WOOD STRUCTURAL C TOP OF BAND TO JOIST PER ,' CAPACITY 670 LB H ;� NAIL SOLE ORRIMJOIST TABLER602.3(1) THE HORNTALAND PLATE TO JOIST DRAWN BY: CURRENT DATE: VERTICALIECTIONS PER TABLE - R602.3(1) JCG 07.13.2022 WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND RIM JOIST APPROVED BAND DRAWING TITLE: OR RIM JOIST OVER RAISED WOOD FLOOR-FRAMING ANCHOR OPTION (WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) z WOOD STRUCTURAL PANEL NAIL SOLE PLATE y w rn SHEATHING TO TOP OF BAND TO JOIST PER ATTACH SHEING TO a� NAIL SOLE DETAILS OR RIM JOIST PLATEBOE GIST '' BAND OR RIIIST WITH TABLE ; - 8DCOMMONLSAT3" SHEET NO. •'s'?]4-� ---- O.C.TOPANITTOM R602.3(1) WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND W JOIST APPROVED BAND OR RIM JOIST OVER RAISEC WOOD FLOOR-OVERLAP OPTION (WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM BOARD) FRONT ELEVATION SECTION LIMITED LIABILITY COMPANY OPERATING AGREEMENT OF LITTLE DUCKS REALTY LLC 1 c TABLE OF CONTENTS ARTICLE I Definitions ARTICLE II FORMATION Date Filed with Secretary of State Name Principal Place of Business Registered Agent . Agent for Process Date for Dissolution ARTICLE III Members/Managers Management vested in members Names&Addresses of members Voting for new members Allocation of monies Books and Records Inspection of Books&Records Personal Liability of Members Sale or Transfer of assets Management vested in managers Names and Addresses of managers Salary of managers Election of Managers Tenure/Resignation/Removal of managers Filling vacancy of manager Powers of Manager Rights of members/managers Manager's Liability for breach of duty Managers with other business interests Member's right to transfer his interest Notice of Intention to sell interest Withdrawal of member 2 4 � ARTICLE IV Meetings Annual and Special Meetings Written Notice of Meetings Quorum Vote by Proxy Consents in Writing Effectiveness-of Written Consents Voting.Trust ARTICLE V Money Matters Capital Contribution Failure to make Contribution Member Capital Account Member's return on Capital Contributions Unlawful distribution Basis of allocation of profit and loss Tax Returns Method of Accounting Internal Revenue Code elections Designation of Tax.Matters Partner ARTICLE VI Dissolution Events causing dissolution Vote necessary to bypass dissolution Winding,up.affahs of Company Distribution of Assets of Company Piling of';Certificate of Dissolution , Effect of liquidation on members Return of Capital contribution ARTICLE VIII General Construction 3 OPERATING AGREEMENT This Agreement,dated July15,2021 ,by and between the undersigned members,is hereby adopted as the written Operating Agreement of Little Ducks Realty LLC , and WHEREAS,this agreement does not contain any provisions inconsistent with the Article of Organization of this Company,and WHEREAS,the members wish to set forth provisions relating to the business of this limited liability company,the conduct of its affairs and the rights,powers,preferences,limitations or responsibilities of its members,managers,employees or agents,as the case may be, NOW,THEREFORE,for good and valuable consideration,the receipt and sufficiency of which is hereby acknowledged,the undersigned agree as follows: ARTICLE I DEFINITIONS 1 Word and phrases set forth within this Operating Agreement which relate to the business of this limited liability company or the conduct of its affairs or the rights,powers,preferences,limitations or responsibilities of its members,managers,employees,or agents,as the case may be,or to any matter which this limited liability company is required or has done under mandate of law or the fulfillment4this Operating Agreement,shall be defined as it has been defined in Section 102 of the New York Limited Liability Company-Law or in other applicable statutes or rulings. ARTICLE II FORMATION 2 The undersigned have authorized the formation of this limited liability company by an organizer who prepared,executed and filed with the New York Secretary of State,the Articles of Organization pursuant to the New York Limited Liability Company law,on the 15 day of J my' ,2021. 3 The name of this Limited Liability Company is LITTLE DUCKS REALTY LLC (the"Company"). 4 The Company is formed for any lawful business purpose and shall have all the powers set forth in Sec. 202(a)-202(q)of the New York Limited Liability Company Law. principal p ' ' Company 100 DAVIDS DRIVE,HAUPPAUGE,NY 11708 5 The rinci al lace of business of this shall be located at in the County of SUFFOLK ,New York. 6 The name and registered office address of the Registered Agent of this Company is: NY SECRETARY OF STATE (If none designated,so state) 4 7 The Secretary of State of New York is designated as agent of this Company upon whom process against it may be served,and the post office address to which the Secretary of State shall mail a copy of such process against the Company served upon him is: 100 DAVIDS DRIVE HAUPPAUGE NY 11788 8 The Company has(no)a specific date of dissolution,to wit, ,unless sooner dissolved pursuant to this Agreement or pursuant to the provisions of the New York.Limited Liability Company Law. ARTICLE III MEMBERSIMANA:GERS 9 Unless specifically set forth otherwise in the Article'of Organization or by amendment thereto, rnanagerrient of this Company shalt be vested in the members,who shall be subject to all of the rights,duties, privileges and liabilities of Managers, as set forth in the New York Limited Liability Company Law. Such, members'names and addresses shall be set forth in the Books and Records of this Company, 10 The vote of a majority in interest of the members entitled to vote shall be required to admit a person as a new member and issue such person a Membership Interest in this Company, Such new member shall not be entitled to any retroactive allocation of income or losses,pr taxable deductions heretofore incurred by this , Company. 11 This Company shall keep books and records pursuant to See:1 102 of the New York Limited Liability ,Company Law,either in written form or in other than written form if easily converted into such written form within a reasonable time. Such books and records shall be maintained on a cash basis pursuant to this Agreement,and the Accounting Year'of this Company shall end on December 31. 12 Each member may inspect and copy,at his own expense,for any purpose reasonably related to such member's interest as a member,the Articles_of Organization,the Operating Agreement,minutes of any meeting of mer0ers and all tax returns or financial statements of the Coriipany for the three years immediately preceding his inspection,and other information'regarding the affairs of this Company as is just and reasonable. 13 No member shall be personally liable,for any delfts,obligations or liabilities of this Company or of any other member,solely by reason of his being a member of this Company,Whei&r such debt arose in contract, tort or otherwise. However,such member shall be personally liable for the payment of his Capital Coritribution ar for any other matter which may be set forth in this Operating Agreement. A member shall have the option'to waive such limitation of liability.pursuani to Section 609 of the New York Limited Liability Company law and may be legally liable pursuant to other applicable law in his capacity as a member. 14 The vote of at least two-thirds in interest of the members entitled to vote thereon shall be required to approve the sale,exchange,lease,mortgage,pledge or other transfer or disposition of all or substantially all of the assets of this Company. 15 If the Articles of Organization provide that the management of this Company shall be vested in a manager or managers or class or classes of managers,then the management of this Company shall be so vested s in accordance with the New York Limited Liability Company Law,subject to any provision of the Articles of Organization or the Operating Agreement and Section 419 of said New York Limited Liability Company Law. 15.1 The Name and Address of the manager or managers_or class or classes of managers are set forth in the Books and Records of this Company, A manager may,but need not be,a member of this Company. The salary of the manager shall be fixed by the vote or written consent of at least the majority in interest of all members entitled to vote thereon. Such salary as manager shall be separate and distinct from any distributions made, should such manager be a member. 15.2 Managers shall be elected by vote or written consent of at least a majority in interest of all members entitled to vote thereon. The number of managers may be amended by vote or written consent of at least-thirds in interest of all members entitled to vote thereon. 15.3 A Manager shall hold office until the next annual meeting of members or until his earlier resignation or removal. Any manager may resign at any time by the giving of written notice thereof to this Company, provided however there is no violation of any provision of the Operating Agreement or any provision of a contractual agreement between this Company and the manager. The manager may be removed with or without cause by a vote of a majority in interest of the.members entitled to vote thereon. The removal-or resignation of a manager who is a member,does not affect in any way such manager's rights,duties,,privileges and obligations as a member nor does it constitute a withdrawal as a member. 15.4 Any vacancy occurring in(the number of managers may be filled by vote or written consent of at least a majority in interest of all members entitled to vote thereon. Such newly elected manager shall be elected to serve the unexpired term of his predecessor., If the number of managers is increased by amendment to this Operating Agreement,then such new manager shall be elected by vote or written consent of at least a majority in interest of all members entitled to vote thereon, 15.5 The manager shall have the power and authority on behalf of this Company to do all things asset forth in Sec.202(a)-202(q)of the New York Limited Liability Company Law. 15.6 If the management of this Company is vested in a manager,then no member,by reason of being a member,is'an.agent of this Company for the purpose of its business unless authority has been delegated to such member by the manager or by some other provision of this Operating Agreement. If the management of this Company is vested in the members,then every member'is an agent of this Company for the purpose of its business and the act of every member,including the execution in the name of his Company of any instrument, for apparently carrying on in the usual way the business of this Company,shall bind this Company unless it is contrary to Sec. 412 of the New York'Limited Liability Law.' 15.7 The manager shall perform his duties as a manager in good faith and with that degree of care which a reasonable and prudent person in a like position would use'under similar circumstances, Each manager's liability to this Company or to its members for damages for any breach of duy is such capacity is eliminated, except if there is a final judgment or adjudication adverse to the manager that established that his acts or omissions were in bad faith or involved intentional misconduct or a knowing violation of law or that he personally gained in fact a finaneial.profit or other advantage to which he was not legally entitled or that with respect to a distribution the subject of Sec. 508(1)of the New York Limited Company Law. There may not be any elimination of liability for any act or omission committed prior to the adoption by this Company of a provision eliminating such liability. 15.8 The manager shall not be required to manage this Company as his sole business interest but may, without liability to this Company or its members,be involved in the management of other entities and activities 6 .1 r which do not adversely affect his capacity to exercise his obligations to this Company;nor shall this Company or its members have any right to participate in such other-business interests or in income or profits therefrom, 16 Except as set forth in this Agreement,no member shall have the unconditional right to give,sell,,assign, pledge,hypothecate,exchange or otherwise transfer to another,all or any part of his Membership Interest in this Company. Prior to a member securing the right to sell,assign,pledge,hypothecate exchange or otherwise transfer at or part of his Membership Interest in this Company to another,such member must secure from the _members such consent by vote or in writing of a majority in.interest entitled to vote thereon,not including the member seeking such right. Nothing herein shall be deemed to prevent a member from granting an,assignee,the right to become a member upon condition that Sec. 604 of the New York Limited Liability company Law is satisfied. 17 The member who desires to transfer his Membership Interest,shall give written notification of proposed Iransfer to each:of the other members or to the Manager,as the case may be,of his intention to sell his Membership Interest, Each other member shall have the Might of first refusal to purchase all of such Membership Interest upon such terms and conditions as were set forth in the notification of proposed transfer. Nothing herein shall be deemed to prevent all of the remaining.members,if they so desire,to accept the terms of the notification of proposed transfer,in writing,on behalf of all of such remaining members. The failure to respond to the member seeking to transfer his Membership Interest within 30 days shall result in the termination of such other'member's right of first refusal. Should such member or members desire to exercise their right'of first refusal on the terms set forth in the written,notification of transfer,then the time,place,and date of closing as designated by the members purchasing such Membership Interest shall be within 90 days from the date of such written consent to exercise such right of first refusal,. 18 A member may withdraw as a member of this Company with the vote or written consent of.at least two- thirds in interest of the members,other than the member who proposes to withdraw as a member. If such consent is not given,a member may withdraw upon not less than six months prior written notice to.this . Company,provided such withdrawal does not breach this Operating Agreement,the'New York Limited Liability Company Law or any other contractual-obligation between such proposed withdrawing member and this Company or'its other members. Should such breach occur;then the withdrawing member maybe liable for damages a result thereof. ARTICLE IV MEETINGS, 19 This Company shall hold its annual meeting of members on DECEM BER 31ST or at such other time as shall be determined by vote or written consent of membership interests,at 100 DAVID8 DRIVE HAUPPAUGE NY 11788 or at such other place also determined by vote or written consent of Membership Interests,for the purpose of transacting such business as may come before such meeting. Special Meetings may be called for any purpose by a manager or any member or group of members holding not less than ten percent of the Membership Interest. 1 20 Whenever it is anticipated that members will be required or permitted to take any action by vote at a meeting,written notice shall be'given'stating the place,date and hour of the meeting,stating the purpose:of such meetings,and under whose direction such meeting has been called. Such notice.of meeting shall be given personally or by first class mail;not less than ten nor more than fifty days before the date of such. meeting. Such notice of meeting need not be given to any member who submits a signed waiver of notice,in person or by proxy,whether before or after the meeting. 7 21 A majority in Interest of the members,in person or by proxy,entitled to vote shall constitute a quorum at a meeting of members for the transaction of any business. The members present,despite not being a quorum, may adjourn the meeting. No notice of adjourned meeting is necessary if the time and place of the adjourned meeting is announced at the meeting at which the adjournment is taken.At a meeting in which a quorum is initially present,such quorum is not broken by the subsequent withdrawal of any member,despite the fact that such withdrawal results in less that a quorum being present and all votes taken are binding upon the members of this Company. All acts at a meeting of members at which a quorum is present,shall be the act of all the members'and be binding upon them,except such vote requires a greater proportion or number of membership interests pursuant to-the New York Limited Liability Company Law,or the,Articles of Organization or this Agreement. 22 A member may vote in person by proxy executed in writing by a member. Every proxy so executed shall be revocable at the will of the member. Such proxy shall automatically be revoked,if prior to its use,the death or incompetence of the member occurred,and notice of such death or adjudication of incompetence is received by the Proxy):folder. A proxy is presumed to be revoked,whether or not it is stated to be irrevocable, if the member who executed such proxy,sells his Membership Interest prior to the date such proxy is scheduled to be exercised. 23 Whenever the members of his Company are required or permitted to take any action by vote, such action may be taken without a meeting,without prior notice and without a vote;if a consent or consents in - writing,setting forth the action so taken shall be signed by the members who hold the voting interests having not less than the minimum number of votes that would be necessaryy to authorize or take such action at a meeting at which all of the members entitled to vote therein were present and voted and shall be delivered to the office of this Company,its principal place of business or a manager,employee or agent of this Company: Delivery made to the office of this Company shall be by hand.or by certified or registered maid, return receipt requested. 24 Every written consent shall bear the date of signature of each member who signs the consent,-and no written consent shall be effective to take the action referred to therein unless,within sixty days of the earliest dated consent delivered in the manner required by this paragraph to this Company,virliten consents signed by a, sufficient number of members to take the action are delivered to the office of this Company,its principal place of business or a manager,employee or agent of this Company having custody of the records of this Company. Delivery made to such office,principal place of business or manager,employee or agent shall be by hand or by certified or registered mail,return receipt requested. 25 Two or more members may enter into a binding agreement,in writing and executed by the members seeking to be bound,which provides that the Membership Interests held by them shall be voted in accordance with such Agreement or pursuant to any lawU procedure agreed upon by them, ARTICLE V MONEY MATTERS 26 Each member of this Company shall contribute the amount set forth under his name as set forth in the Books and Records of this Company s the sole Capital Contribution to be made by him, Such contribution may be in cash,property or services rendered or a promissory note or other obligation to contribute cash or property or to render services, The failure of a member to make any required contribution shall be subject to any or all, of the following consequences at the option of a majority in interest of the remaining members who shall be entitled to vote thereon- 8 26,1 Reduction or elimination of the defaulting member's interest;and/or 26.2 Subordination of the defaulting member's interest to.that of the non-defaulting members;and/or . 26.3 Forced sale of the defaulting member's interest;and/or 26.4 Forfeiture of the defaulting member's interest;and/or 26.5 The lending by the other members of the amount necessary to meet the defaulting member's commitment;and/or 26.6 Any other reasonable and lawful method to rectify such member's failure to meet his obligation. , 27 An account denominated as Member Capital Account shall.be maintained for each member. Each Member Capital Account shall be increased by the value of each Capital Contribution made by such member, allocations to such member-of the net profits and any other allocations to such member of income pursuant to the Internal Revenue Code. Each Member Capital Account will be decreased by the value of each distribution made to the member by this Company,allocations to such member pursuant to-the Internal Revenue Code. Upon sale or transfer by a member of his Membership Interest,such member's Member Capital Account shall thereupon become the Member Capital Account of the new member to,whom such Membership Interest was sold or transferred in accordance with Sec, 1.704.1(b)(2)(iv)of the Treasury Regulations. 28 No member shall be responsible or liable to any other member for the failure to maintain a positive balance in his Member Capital Account,nor is he required to restore all or any part of a deficit balance in such Member Capital Account, However,such member Capital Account must be maintained so as to comply witty the provisions and requirements of Sec,704(b)of the Internal Revenue Code. 29 Each member shall have equal rights or obligations as the case may be,whether for the return.of Capital Contributions made to this Company or for Net Profits,Net Losses or for any distribution set forth in law or in this Operating Agreement. However, any loan or indebtedness owed to a member by.this Company shall have priority in payment over other distributions... 30 Any member who receives a distribution from this Company based upon the value of his Capital Contribution and such member had no knowledge that sucli distribution violated Sec, 508(a)of the New York Limited Liability Company Law,then and in that event, such member shall have no liability to this Company or to its creditors for such distribution, However,if such member knew or should have known that such distribution was,at the time of such distribution,contrary to such statute,then,in that event,such member shall be liable to this Company for the amount of such distribution. 31 No member shall receive from this Company any part or portion of his Capital Contribution until all liabilities and debts of this Company have been paid and there remains sufficient assets in this Company sufficient to pay them,without placing the solvency of this Company in a reasonably disabling position. A statement from the Company's accountant to this effect shall be placed in this Books and Records of this Company. 32 The profits and losses of his Company and all other distributions shall be allocated among the members of the basis of the ratio of the monetary value of the Member Capital Account of each member to the total value of all Member Capital Accounts in this Company. All distributions to a member of this Company shall be offset by any amounts owing to this Company by such member. No distributions shall be made which render this Company insolvent. 9 a 33 No member shall be entitled to interest on his Capital contribution nor is such member entitled as a matter of right,to a return,in part or in whole,of his Capital Contribution,notwithstanding anything to the contrary heieia, 34 All necessary federal and state tax returns for this Company shall be prepared and filed. Each member shall furnish any information in his possession that may be necessary and pertinent to the preparation of such returns. 35 The Company shall: 35.1 Adopt the calendar year as its Fiscal Year 35.2 Adopt the cash basis as-its method of accounting and keep its books and records on such basis. 35.3 If a-distribution as described in See.734 of the Internal Revenue Code occurs or if a sale or transfer of a Membership Interest described in Sec.743 of the Internal Revenue Code occurs,upon the written request of any member,to elect to adjust the-basis of the property of the Company pursuant to Sec.754 of the.Internal Revenue Code. 35.4 Elect to amortize the organizational expenses of this Company and the start-up-.costs of this Company under Sec. 195 of the Internal Revenue Code ratably over-a period of sixty months as permitted by Sec. 709(b) of the Internal Revenue Code. J 35.5 To make any other election permitted by law that the Manager or Members may deem appropriate and in the best interest of the Members. 36 Neither'this Company not any member may make an election for the Company to be excluded from the application of Subchapter K of Chapter 1 of Subtitle A of the Internal Revenue Code or any similar provisions of applicable state law,and no provisions of his agreement shall be interpreted to authorize any such election. 37 One member or one manager,as the case maybe,,shall be designated as"tax-matters partner"of this Company pursuant to Sec,6231(a)(7)of the Internal Revenue Code.- Any member or manager so designated shall take all actions as maybe necessary to cause.each other member to become a"notice partner"within the meaning of Sec. 6222 of the Internal Revenue Code. ARTICLE VI DISSOLUTION 38 This Company shall be dissolved and its affairs wound up,upon the first to occur of the following: 38.1 The latest date on which this Company is to dissolve,if any, as set forth in the Articles of Organization, or by a judicial decree pursuant to See. 102 of the New York Limited Liability Company Law. 38.2 The vote or written consent of at least two-thirds in interest of the members, 38.3 The bankruptcy,death,dissolution,expulsion,incapacity or withdrawal of any member or the occurrence of any other event that terminates the continued membership of any member,unless within six months after such event,this Company is continued either by vote or written consent of a majority in interest of all the remaining members. 10 t 39 Upon dissolution ofthis Company,the members or managers may,in the name of and on behalf of this Company,prosecute and defend suits,whether civil.,criminal or administrative, settle and close this Company's business, dispose of and convey this Company's'property,discharge this Company's-liabilities and distribute to the members any remaining assets,all without affecting the liability of each and every member. 40 'Upon dissolution of this Company,the assets of this Company shall be distributed as follows: 40.1 To creditors,including members who are creditors,to the extent permitted by law;in satisfaction of liabilities of this Company,whether by payment or by establishment of adequate reserves, other than liabilities for distributions to members under Sec. 507 or See. 509 of the New York Limited Liability Company Law. 40.2 , To members and former members in satisfaction of liabilities for distribution under 507 or Sec. 509 of the New York Limited Liability Company Law, 40.3 To members first for the return of then contributions,to the extent not previously returned,and second, respecting their Membership Interests, in the proportions in which the members share in distributions in accordance with Article V of this Agreement. 41 Within ninety days following the dissolution and the commencement of winding up the affairs of this Company,or at any other time there are no members,Articles of Dissolution shall be filed with the Secretary of State of New York, Upon such filing of Articles of Dissolution by the Secretary of State of New York,the Articles of Organization shall be deemed to be canceled. 1 42 Upon liquidation of his Company within the meaning of See, 1.704-1(b)(2)(1i)(g)of the Treasury Regulations,if any member has a deficit Member Capital Account(after giving effect to all contributions, distributions,allocations and other adjustments for all Fiscal Years,including the Fiscal Year in which such liquidation occurs)the member shall have no obligation to make any Capital Contribution,and the negative balance of any Member Capital Account shall not be considered.a debt owed by the member to this Company or to any other person for any purpose. 43 If not otherwise provided by this Agreement and if permitted by applicable law,upon dissolution,each member shall receive a return of his Capital Contribution solely from the assets of this Company. If,after payment or discharge of the debts and liabilities of this Company,such assets are insufficient to return any Capital Contribution of any member,such member shall have no recourse against any other member, r ' ARTICLE VII GENERAL CONSTRUCTION 44 When the masculine gender is used in this Agreement and when required by the context,the some shall include the feminine and neuter genders and vice versa, 45 No failure of a member to exercise and no delay by a member in exercising any right or remedy under this.Agreement shall constitute a waiver of such right or remedy. No waiver by a member of any such right or remedy under this Agreement shall be effective unless made in writing duly executed by all members and specifically referring to each such right or remedy being waived. 46 This Agreement contains the entire agreement among the members with respect to the operation of this Company,and supersedes each and every course of conduct previously pursued or consented to and each and every oral agreement and representation previously made by the members with respect thereto,whether or not relied or acted upon. No amendment of this Agreement shall be effective unless made in writing duly executed by all members and specifically referring to each provision of his Agreement being amended. No course of conduct or performance subsequently pursued or acquiesced in and no oral agreement or representations. subsequently made,by the members,whether or not relied or acted upon,shall amend this Agreement or impair or otherwise affect any member's obligations,rights or remedies pursuant to this Agreement. 47 Any notice,demand or other communication required or permitted to be given pursuant to this Agreement or under the New York Limited Liability CompanyAct shall have been sufficiently given for all purposes,if given pursuant to.the provision of this Agreement or as set forth in the New York Limited Liability Company Act,as the case may be. : IN'WITNESS WHEREOF,the persons signing this Agreement below conclusively evidence their agreement to the terms and conditions of this Agreement by so signing this Agreement. i 12 "K Workers' Certificate of Attestation of Exemption sTATE Coinpensation from New York State Workers' Compensation and/or Board' Disability and Paid Family Leave Benefits Insurance Coverage **This form cannot be used to ivaive the workers'compensation tights or obligations of any party.** The applicant may use this Celtificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the'date printed on the form. In the Application of Business Applying For: i (Legal Entity Name and Address):. Building Permit Little Duchs Realty LLC From:Town of Southold 100 Davids Dr Hauppauge,NY 11788-2043 PHOND 631-737-3140 FEIN:XXXXX4986 The location of where work will be performed 5 2095 Nassau Point Rut,Cutchogrre,NY 11935. Estimated dates necessary to complete work associated with the building $ permit are from May 2,2022 to April 30,2023. The estimated dollar amount of project is over$100,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The business is a LLC,LLP,PLLP or a RLLP;OR is a partnership under the laws of New York State and is not a corporation. Other, than the partners or members,there are no employees,day labor, [eased employees,borrowed employees,part-time employees,unpaid volunteers(including family members)or subcontractors. Partners/Members: Christine Paparella � l Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)wider the laws of New Yor1c State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in- New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law.) I,Christine Paparella,ant the Member with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that 1 have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of peijuty. I further affirm that i understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so.that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. rr SIGN signature: Date: b HERE _ D n:�Z-�' ^.s _�. _ _ _ .._.,s_ _;,.=s::.ti-,...:?tom ._ -- ,.�,.--. .•3"._:;-f - _ '�4'. i.ec r. �.tl :,4•. v e` xe' ti n r�ry •k %lad — '�\ ♦.� 0 .yam:;+:•'" rti .f : esti n oatd p. •:. .'•. �•'•... .. .. .. �...:� .. '.:" - .:.. ....o a:�4"s!k >..w3P-"2':M!rc..:Tr .. CE-200 0112018