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HomeMy WebLinkAbout46295-Z o��guFFO[ Town of Southold 4/13/2022 P.O.Box 1179 o - o • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42993 Date: 4/13/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 625 Cedar Dr S.,East Marion SCTM#: 473889 Sec/Block/Lot: 31.-3-11.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/3/2021 pursuant to which Building Permit No. 46295 dated 5/21/2021 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 finshed basement with full bathroom, covered front entry and rear stoop as applied for. The certificate is issued to Divine Home LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0385 3/22/2022 ELECTRICAL CERTIFICATE NO. 46295 2/25/2022 PLUMBERS CERTIFICATION DATED 2/22/2022 drian Kon' r tor' d Signature SUFFo�� . TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE • y` SOUTHOLD, NY y o�.sl 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#: 46180 Date: 5/4/2021 Permission is hereby granted to: Skuludis, Demetrios 228 Mill Spring Rd Manhasset, NY 11030 To: electric service At premises located at: 625 Cedar Dr S, East Marion SCTM #473889 Sec/Block/Lot# 31.-3-11.5 Pursuant to application dated 5/4/2021 and approved by the Building Inspector. To expire on 11/3/2022. Fees: ELECTRIC $85.00 Total: $85.00 B in nspector Su�Foi�. TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46295 Date: 5/21/2021 Permission is hereby granted to: Skuludis, Demetrios 228 Mill Spring Rd Manhasset, NY 11030 To: Construct new single family dwelling as applied for per SCHD approvals. At premises located at: 625 Cedar Dr S., East Marion SCTM #473889 Sec/Block/Lot# 31.-3-11.5 Pursuant to application dated 5/3/2021 and approved by the Building Inspector. To expire on 11/20/2022. Fees: CO-NEW DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,272.80 Total: $2,322.80 { l Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "� • SOUTHOLD, NY rY,p�pl�i�, 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#: 46295 Date: 5/21/2021 Permission is hereby granted to: Skuludis, Demetrios 228 Mill Spring Rd Manhasset, NY 11030 To: Construct new single family dwelling as applied for per SCHD approvals. 4f` L2ZENDPermto include finished basement as per plan provided. Additional certification may be required. At premises located at: 625 Cedar Dr S., East Marion SCTM #473889 Sec/Block/Lot# 31.-3-11.5 Pursuant to application dated 5/3/2021 and approved by the Building Inspector. To expire on 11/20/2022. Fees: CO-NEW DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,272.80 ELECTRIC $325.00 Total: $2,647.80 Building Inspector OF SOUr�,®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(c-o_town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Divine Homes LLC Address: 625 Cedar Dr S city:East Marion st: NY zip: 11939 Building Permit#: 46295 section: 31 Block: 3 Lot: 11.5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Pro-Line Electric License No: 32279ME 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 Surrey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 76 Ceiling Fixtures 14 Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 17 Wall Fixtures 3 Smoke Detectors 4. Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 110 CO2 Detectors Sub Panel A/C Blower 3 Range Recpt 40A/gCeiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt 1 Emergency Fixtures Time Clocks Disconnect 3 Switches 6g 4'LED 4 Exit Fixtures Pump Other Equipment: Fridge, Dual Fuel Oven, DW, Micro, Hood, W/D, LED Mirror-6 Notes: New Two Story w/ Finished Basement Inspector Signature: Date: February 25, 2022 S.Devlin-Cert Electrical Compliance Form tf SO' Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 4 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:�-I;?Z�2 Z. .Building Permit No. �( ���� Owner: 11) V I IV 15 H-O W (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this 2 day of teQ 20a 2 Monika Majewski / NOTARYFUBLIC,STATE OF NEW YORK Regigwtion No.OI MA6392410 Quilifled in SW%1k County C MdWW Ezpjm05118!2023 Notary Public,f County, i 50p1�� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourrn��' 765-1802 INSPECTION [ ] FOUNDATION 1ST ROUGH PLEIG. [ ] FOUNDATION 2ND ' [ `]° INSULATION/CAULKING. [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPL E & CHIMNEY [ ] FIRE SAFETY INSPECTION ( ] FIR SISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] CAL (RD [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O REM d � vfSII C � fill. _ ori _ l DATE D INSPECTOR V�� �a0f SOpj�o # TOWN OF SOUTHOLD BUILDING DEPT. �`yrouHn '' 765-1802 INSPEC . N 2- f ] FOUNDATION 1 ST ] ROUGH PLBG. [ OUNDATION 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 REMARKS: �bW 0 VAI (1) AMJAA 4�� oyl u IIJ ' n Lag YA DATE 11L, 4-wINSPECTOR �. . i 'r \ o�NUf sobTyo L—j. tl� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm '' 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 REMARKS: u Mgr-tee® MAIN 7 1 -5- 1VIV DATE ��p INSPECTOR so # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 1 N SPECT 10 N [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING. [ ] TRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY j ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] `FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ] CODE VIOLATION ] PRE C/O REMARKS: DATE rf 2 INSPECTOR SObTyo Q Dr &i # # TOWN OF SOUTHOLD BUILDING DEPT. cau�m '� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. - [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL t [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ _ ] :FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) 1.[ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE "5 INSPECTOR �- �, �OFSOUTyO K �,� I ------- �, ROAM, f l�11 �F1�/ ,rj �1 * # OWN OF SOUTHOLD BUILD1111G DEPT. cou765-1802 : INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULAT I ON/CAULKING [ ] FRAMING /STRAPPING [ FINAL -[. ] FIREPLACE& CHIMNEY [ } FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION'/' [ ] PRE C/O REMARKS: 01 W v1 v S ?Ars_vWvvv\ f CoA on 5 ftlor 0AIr u• 0 h� f 6gPi 'CvA 5T*� w► 'no 'on kvi It- WAV -Rftl • Close- ftp/ u or, �k `' DATE INSPECTOR hO��Of SO(/l�°� # # TOWN OF SOUTHOLD BUILDING DEPT. G Q '� °`y ou►m ''�� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. ` [ ] 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 REMARKS: rp A . fc-&Ou X27 y —ccmptx6os GIDS. C r-T f1 t_ tcacy-,7 l"Ff_ CST csauz pm Ea DATE t-(-5—ZZINSPECTOR ti *Disclaimer* For Manual J, D & S Home Energy Solutions, Inc. The heating& cooling load calculations (Manual-J), equipment selection (Manual-S), and duct design (Manual-D) supplied by Home Energy Solutions are based on plans. Any deviations from the approved drawing such as thermal boundary/window selection/air infiltration or duct leakage will have a negative impact on the proposed heating and cooling load defined here. If it is determined by installing mechanical professional that the proposed pathway is now blocked, an alternative path may be taken if it has no impact to the air flow required for each affected room. This includes but is not limited to the design of the house, quality of insulation, quality of duct sealing, &air infiltration. Please do not exceed more than 15% of the recommended tonnage on the report for conventional equipment and 20%for geothermal heat pumps. ***The load calculation square foot areas include all habitable square foot areas and all open to below square foot areas. This is for the sole purpose of accurately modeling the heat loss/gain of the entire building structure (ceiling areas, wall areas, and perimeter slabs). Therefore, the load calculation square feet may exceed the reported building square feet stated on the architectural plans. *** Glenn LaMay Home Energy Solutions, Inc. 631-673-0664 Load Short Form Job: 625 Cedar Drive Date: Mar 14,2022 Entire House By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 625 Cedar Drive, East Marion, NY 11939 Design Information Htg Clg Infiltration Outside db (°F) 10 81 Method Simplified Inside db(°F) 71 75 Construction quality Tight Design TD (°F) 62 6 Fireplaces 2 (Average) Daily range - L Inside humidity(%) 40 53 Moisture difference (gr/Ib) 38 31 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) AHU1 1570 7923 4831 747 747 AHU2 1570 15333 12512 750 600 AH U3 1609 18648 9971 750 525 Entire House 4748 41905 26966 2247 1872 Other equip loads 19968 1999 Equip. @ 1.00 RSM 28965 Latent cooling 5489 TOTALS I 4748 I 61873 I 34454 I 2247 i 1872 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r1ghtsoft, 2022-Mar-15 13:02:53 Right-Suite®Universal 2021 21.0.08 RSU25299 Page 1 AC 625 Cedar Drive South\625 Cedar Drive ManJS.rup Calc=MJ8 House Front faces: W 1 I\ M E E N L R G Y Load Short Form Job: 625 Cedar Drive Date: Mar 14,2022 AHU 1 By: Gerson Rubio r Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 625 Cedar Drive, East Marion, NY 11939 Design Information Htg Clg Infiltration Outside db (°F) 10 81 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD (°F) 60 6 Fireplaces 2 (Average) Daily range - L Inside humidity(%) 40 53 Moisture difference (gr/Ib) 36 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MUZ-HM24NA2*** Cond MUZ-HM24NA2*** AHRI ref 201754437 Coil MSZ-HM24NA*** AHRI ref 201754437 Efficiency 8.5 HSPF Efficiency 8.6 EER, 18 SEER Heating input Sensible cooling 15680 Btuh Heating output 26000 Btuh @ 47°F Latent cooling 6720 Btuh Temperature rise 32 °F Total cooling 22400 Btuh Actual air flow 747 cfm Actual air flow 747 cfm Air flow factor 0.094 cfm/Btuh Air flow factor 0.155 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.71 Capacitybalance point=-9°F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) BASEMENT 1521 .7185 4769 677 738 BATH 49 738 61 70 9 AHU1 1570 7923 4831 747 747 Other equip loads 3527 363 Equip. @ 1.00 RSM 5193 Latent cooling 2162 TOTALS I 1570 I 11450 I 7355 I 747 I 747 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ihrf"agihtso 2022-Mar-15 13:02:53 .'+-. Z. Rig htSu ite®Universal 2021 21.0.08 RSU25299 Page t ...625 Cedar Drive South\625 Cedar Drive ManJS.rup Calc=MJ8 House Front faces: W 1411"!_9',Nf i 1 N 1 t : Load Short Form Job: 625 Cedar Drive 3 0 1-131. I N' Date: Mar 14,2022 AHU2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project Information For: 625 Cedar Drive, East Marion, NY 11939 Design Information Htg Clg Infiltration Outside db (°F) 10 81 Method Simplified Ins ide db(°F) 72 75 Construction quality Tight Design TD (°F) 62 6 Fireplaces 2 (Average) Daily range - L Inside humidity(%) 40 53 Moisture difference (gr/Ib) 39 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TA0401317MSA Cond RA1618AJlNA AHRI ref 6465026 Coil RCF2417STAMCA AHRI ref 8443874 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 42000 Btuh Sensible cooling 12600 Btuh Heating output 41000 Btuh Latent cooling 5400 Btuh Temperature rise 50 °F Total cooling 18000 Btuh Actual air flow 750 cfm Actual air flow 600 cfm Air flow factor 0.049 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.76 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (Cfm) DINING ROOM 264 1803 390 88 19 ENTRY 264 2790 2019 136 97 .FAMILY KITCHEN 783 8014 8114 392 389 HOME OFFICE 217 2726 1989 133 95 PWDR 42 0 0 0 0 AHU2 1570 15333 12512 750 600 Other equip loads 8221 818 Equip. @ 1.00 RSM 13330 Latent cooling 4226 TOTALS I 1570 I 23554 I 17556 I 750 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. "FiNrl"ightso't 2022-Mar-15 13:02:53 .. zz RightSuite®Universal 202121.0.08RSU25299 Page ...625 Cedar Drive South\625 Cedar Drive ManJS.rup Calc=MJ8 House Front faces: W 1.1 QAi,a, t ;°° r-R t_; ' Load Short Form Job: 625 Cedar Drive I .I 4 Date: Mar 14,2022 AHU3 By: Gerson Rubio Horne Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com • •rmatioh For: 625 Cedar Drive, East Marion, NY 11939 Design Information Htg Clg Infiltration Outside db (°F) 10 81 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 62 6 Fireplaces 2 (Average) Daily range - L Inside humidity(%) 40 53 Moisture difference (gr/Ib) 39 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TA0401317MSA Cond RA1618AJl NA AHRI ref 6465026 Coil RCF2417STAMCA AHRI ref 8443874 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 42000 Btuh Sensible cooling 12600 Btuh Heating output 41000 Btuh Latent cooling 5400 Btuh Temperature rise 50 °F Total cooling 18000 Btuh Actual air flow 750 cfm Actual air flow 525 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.67 ROOM NAME Area Htg load Clg load Htg AVF CIg AVF (ft2) (Btuh) (Btuh) (cfm) (Cfm) BATH 1 55 581 308 23 16 BATH 2 37 135 23 5 1 BEDROOM 2 205 2676 1655 108 87 BEDROOM 3 176 1868 679 75 36 BEDROOM 4 185 2432 1937 98 102 HALL 305 2682 1151 108 61 LAU N D 47 220 598 9 31 MASTER BATH 174 3180 1242 128 65 MASTER BEDROOM 352 3972 2236 160 118 WIC 1 39 471 75 19 4 WIC 2 34 431 68 17 4 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t"igi tsof " 2022-Mar-15 13:02:53 :,. ,,, Right-Suite®Universal 202121.0.08RSU25299 Page ...625 Cedar Drive South1625 Cedar Drive ManJS.rup Calc=MJ8 House Front faces: W 4 AHU3 1609 18648 9971 750 525 Other equip loads 8221 818 Equip. @ 1.00 RSM 10789 Latent cooling 5364 TOTALS l 1609 i 26869 I 16153 l 750 I 525 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrighitsoit 2022-Mar-15 13:02:53 -: a Rig htSuite®Universal 202121.0.08 RSU25299 Page RUN ...625 Cedar Drive South1625 Cedar Drive ManJS.rup Calc=MJ8 House Front faces: W M t' _ `�= 1:RG Y Manual S Compliance Report Job: 625 Cedar Driuy* a�i ` I s Date: Mar 14,2022 ` AHU 1 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project For: 625 Cedar Drive, East Marion, NY 11939 Cooling Equipment Design Conditions Outdoor design DB: 81.2°F Sensible gain: 5193 Btuh Entering coil DB: 75.5'F Outdoor design WB: 71.4°F Latent gain: 2162 Btuh Entering coil WB: 64.0°F Indoor design DB: 75.0'F Total gain: 7355 Btuh Indoor RH: 53% Estimated airflow: 747 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MUZ-HM24NA2***+MSZ-HM24NA*** Actual airflow: 747 cfm Sensible capacity: 21000 Btuh 404% of load Latent capacity: 2700 Btuh 125%of load Total capacity: 23700 Btuh 322% of load SHR: 89% Heating Equipment Design Conditions Outdoor design DB: 9.7'F Heat loss: 11450 Btuh Entering coil DB: 65.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MUZ-HM24NA2***+MSZ-HM24NA*** Actual airflow: 747 cfm Output capacity: 16300 Btuh 142% of load Capacity balance: -9 °F Supplemental heat required: 0 Btuh Economic balance: -99 'F Meets all requirements of ACCA Manual S. 'W'ightsa 2022-Mar-15 13:02:53 ,�,,, e�=s.•...w.,:� � ,.� Right-Suite®Universal 2021 21.0.08 RSU25299 Page 1 ...625 Cedar Drive South1625 Cedar Drive ManJS.rup Calc=MJ8 House Front faces: W c-I hal C- N G Job: 625 Cedar Drive � t^I�. ,� Manual S Compliance Report Date: Mar 14,2022 AHU2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 625 Cedar Drive, East Marion, NY 11939 Cooling Equipment Design Conditions Outdoor design DB: 81.2°F Sensible gain: 13330 Btuh Entering coil DB: 78.ZF Outdoor design WB: 71.4°F Latent gain: 4226 Btuh Entering coil WB: 66.0°F Indoor design DB: 75.0°F Total gain: 17556 Btuh Indoor RH: 53% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1618AJ1NA+RCF2417STAMCA Actual airflow: 600 cfm Sensible capacity: 14100 Btuh 106% of load Latent capacity: 4600 Btuh 109% of load Total capacity: 18700 Btuh 107% of load SHR: 75% Heating Equipment Design Conditions Outdoor design DB: 9.7°F Heat loss: 23554 Btuh Entering coil DB: 60.0°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Rheem Model: R95TA0401317MSA Actual airflow: 750 cfm Output capacity: 41000 Btuh 174% of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. 2022-Mar-15 13:02:53 ,,*—, Rig htSuite®Universal202121.0.08 RSU25299 Page 2 + * ...625 Cedar Drive South\625 Cedar Drive ManJS.rup Calc=MJ8 House Front faces: W t.iOWm I.: -. N L R Y Manual S Compliance Report Job: 625 Cedar Drivq. t L.`t'i s Date: Mar 14,2022 AHU3 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project Information For: 625 Cedar Drive, East Marion, NY 11939 Cooling EquIpment Design Conditions Outdoor design DB: 81.2°F Sensible gain: 10789 Btuh Entering coil DB: 76.6°F Outdoor design WB: 71.4°F Latent gain: 5364 Btuh Entering coil WB: 65.9°F Indoor design DB: 75.0°F Total gain: 16153 Btuh Indoor RH: 53% Estimated airflow: 525 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1618AJ1NA+RCF2417STAMCA Actual airflow: 525 cfm Sensible capacity: 12900 Btuh 120%of load Latent capacity: 5500 Btuh 103% of load Total capacity: 18400 Btuh 114% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 9.7°F Heat loss: 26869 Btuh Entering coil DB: 61.4°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Rheem Model: R95TA0401317MSA Actual airflow: 750 cfm Output capacity: 41000 Btuh 153%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. !tt'iclltOfk" 2022-Mar-1513:02:53 Right-Suite®Universal 2021 21.0.08 RSU25299 kzx Page 3 ..625 Cedar Drive South1625 Cedar Drive ManJS.rup Calc=MJ8 House Front faces: W Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 625 Cedar Drive,East Marion NY 11939 Test Date 2/14/2022 Building Permit#: 46295 Compliance Pathway Performance Test Completed by : Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume ❑� Conditioned Basement Basement 1583 15830 ❑ Conditioned Crawl Space 1st 1556 14004 Sealed Attic 2nd 1563 42504' *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI Z765,except that conditioned floor Attic 7505 eludes areas where the ceiling height is less than 5 Total Volume 49843 ft. CFM @50 pa 1137 Air-changes/hr@50 a 1.37 Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: Within Condition Space Duct Location Conditioned Space Floor Area Leakage. CFM @ 25pa N/A CFM/100 ft2 CFA N/A Code Compliance: Exempt System-2: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ftZ CFA N/A Code Compliance: Exempt System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ft2 CFA Code Compliance: All building envelope tightiness.testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement, section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by 20201Uew York State Supplement,Section 4033.4. Signature: , Date: 2/14/2022 Christopher Silvia,Hone Energy Solutions l RAY DONER,ARCHITECT ARCHITECTURAL DESIGN INTERIOR DESIGN PLANNING&DEVELOPMENT RESIDENTIAL-COMMERCIAL-INDUSTRIAL 95 RICHMOND AVENUE S.AMITYVILLE, NEW YORK 11701 Phone/Fax: (631)691-1718 EMAIL:RDARCHITECT@YAHOO.COM June 14, 2021 Southold Building Department 54375 Rte. 25 Southold,New York 11971 RE: CERTIFICATION of INSTALLED FOUNDATION SYSTEM 625 Cedar Drive South, East Marion. BUII,DING PERAffr NO: 46295 To Whom it May Concern: This Letter is to Certify that the Foundation System and Waterproofing was Installed as per My Approved Architectural Drawings and Meets All Applicable Building Construction Codes. I Acknowledge that the Southold Building Department is relying on this Affidavit to issue a Final Certificate of Occupancy for the above Construction. Sincerely, \S�ERED qRc Ray Doner, Architect. a 9�Fa 024B'Y' � F NEW RAY DONER,ARCHITECT ARCHITECTURAL DESIGN INTERIOR DESIGN PLANNING&DEVELOPMENT RESIDENTIAL-COMMERCIAL-INDUSTRIAL 95 RICHMOND AVENUE S.AMITYVILLE, NEW YORK 11701 Phone/Fax: (631)691-1718 EMAIL:RDARCHITECT@YAHOO.COM March 12, 2022 Southold Building Department 54375 Route 25 Southold,New York 11971 RE: CERTIFICATION of GENERAL CONSTRUCTION New Residence @ 625 Cedar Drive South, East Marion_ BUILDING PERMIT#46551 To whom it may concern: This is to Certify that I, Raymond Doner, Architect, have been retained by Adrian Konior and do hereby Certify to the Southold Building Department that the Poured Concrete Foundation Walls, Footings with Keyway and Re-Bar; and All Insulation and Air Sealing Caulking as Depicted on My Approved Architectural Drawings was Installed as Per Plans and Meets All Applicable Building Construction Codes and R Values. I acknowledge that the Southold Building Department is relying on this Affidavit to issue a Certificate of Occupancy for the above eferenced Cons tion. Sincerely, Ray Doner, Architect. ®���ea'vkE®AjC�� 0 8 �°OP N��� RAY DONER,ARCHITECT ARCHITECTURAL DESIGN INTERIOR DESIGN PLANNING&DEVELOPMENT RESIDENTIAL-COMMERCIAL-INDUSTRIAL 95 RICHMOND AVENUE S.AMITYVILLE, NEW YORK 11701 Phone/Fax:(631)6914718 EMAIL:RDARCHITECT@YAHOO.COM April 5, 2022 - '� n ` Southold Building Department APR ` 5 2022 54375 Route 25 'Southold,New York 11971 B'�'"3I"J�D EFTa T o�.."'t�B 1.`dT OF l✓fit) !�W.4.r RE: CERTIFICATION of GENERAL CONSTRUCTION LD New Residence @ 625 Cedar Drive South, East Marion. BUILDING PERNM 446551 To whom it may concern: This is to Certify that I,Raymond Doner,Architect, have been retained by Adrian Konior and do hereby Certify to the Southold Building Department that the Interior Glass Rail.is 1/2" Tempered Glass and is Installed Meeting All Applicable Building Construction Codes. I acknowledge that the Southold Building Department is relying on this Affidavit to issue a Certificate of Occupancy for the above Referenced Construction. Sincerely, D q,4 Ray Doner, Architect. G�5{Mop Oocy�j N. 9�F 02480a �OQ� Of NO �c a G 3� � � � � ••eft g, oai P � � w�s Q IS s h gry gni � g Ilk N kl ; y� limp ME a UP z� .».�.�..,. - ,.m.... ...e -- , €aa'� xAT Tot " a4 F owl } 3� a -,.+fir.. .:� .s�.: - > �>�- <,::.. .g' '�i,. •.. i�' .. ,-� ,,, .. ,.rs .i k. �, ''"&- .� " .�'N , .- _ 3. F ti z e_ > o,x Ao v.. v ti M � r x c z 6 s i z i v �n u a- � Y s y^� 3 , 3. a s f r E � a Im O�e _ lk tt II III l �e . ' .aye, .. «, ,w :< c .•` - .. - r,. z '1 I vi ii tz ,<..�.,, P a� ,<:- ,•:,.,� ;, ,u -F. s- r� v; r , u r 3 � k sz s ,y a ra z fi �R w ' q sZ2A� r a_ �A : s g§ P g �.� o- r wp4 •} - .. ry - YY. i s r E Sia... y+ _n a•' h Y-,d e \ el a 3 m. ; �. w ro IV a u% 6v MWT '.Q—f � s AII 3 f - - a r w 77 -,. 8 ISM �.., JA 542 r e � , t Y a 9iMr ,Sys •' .-�a ;-;.. 74 r' T y w..�r. �-_... 'y;:.,"` Y'y�.,.� •£r '° �„�. ;;"s ..F ry w E MR- its MIM A G ' rt x1rolvl� s+ �. 00 - '� _ t -:;• a-' `�Rd.zt 'r low :?sem t �§c� •e.� Y ; t 3, I �low s Mom T d E�;I, I I� ��� �,�, � � � �,a��'i�l9� ,�� Alp��o'�i��� 'E �� �� , � :E ��k;. i "� �� j \ � �' } 'i / 4 �I � � � y '1'. Y�Kf `;r � VAS �'r � �✓,r=t,,,�, ����t�_�t� L v it s ix S i III Boa z r W , ,.x RIa kv " Isn1 n ,3 Vt 4 tq< M1 im, � Baa rE E Ed :33a &Q1 THEM! 3, a�j 3J 3:k Z I•E.: E� E� , F $i 1 yr r i s � r vf " E; � v im s xMobs 1"i j / _y f , .j . f M, E�l EIIE _ q. �.., f ✓`� JE lE• fN� ��v^; ��v`3' +fie'; 3. 3 F £ e k P „ WAS �r yy t} A lull IV, t � a R4"F � B•z h, �® FOUNDATION (IST) e Elf ROU • •: o INSULATION.PER N.Y. O zw d&a ffl �JL'rCll9 � v .jam• � � � / / , / . ,� � � 4 � S l SUF to Kyo TOWN OF SOUTHOLD—BUILDING DEPARTMENT y x� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 �� • o� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.soLitholdtownnyfzov sol Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ; Lit, PERMIT NO. Building Inspector: 1 MAY - 3 2021 Applications and forms must be filled out in their entirety. ln`complete a�pplications.will,not be accepted. Where'the Applicant is not the.owner,an �, T1 I k��r R�,,-:K o ;Owne:r s Authorization form(Page 2)shall be comp let _ Date:4/20/21 OWN ER(S),OF•PROPERTY Div, .._ _ 1000- ine Home, LLC .. ._� _..__ .... . __. _._ 3_I Name: SCTM # Project Address:625 Cedar Dr South,, East Marion, NY 11939 Phone#'516- 439 -4020 Emaii@kalicogroupllc.com Mailing Address:67A Cuttermill Rd, Great Neck NY 11201 CONTACT RERSON: p w Name:Adrian Konior Mailing Address:87 Sandy Ct , Riverhead, NY_ 11901 Phone#:646- 413-4604 Email:mon_benit msn.com DESIGN:PROFESSIONAL INFORMATION:, Name:Ray Doner Mailing Address: Phone#:516-972-2529 _ Email:rdarchitect@yahoo.com CONTRACTOR INFORMATION Name:Cubias Contruction_Corp Mailing Address:76 Gardiner Ave., Hicksville, NY._11801. Phone#:646-413-4604Emal1:adkoninc@gmail.com .. DESCRIPTION IF.PROPOSED CONSTRUCTION ®New Structure E--]Addition ❑Alteration ❑Repair ❑Demolition1 Estimated Cost of Project: ❑Other $ 250, 00 Will the lot be re-graded? 81yes ❑No Will excess fill be removed from premises? Yes ❑No 1 PROPERTY INFORMATION Existing use of property:residential Intended use of property:residential_ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes 9 No IF YES, PROVIDE A COPY, 8 Check Box After Reading; 'The°owner/contractor/design professional is responsible for all drainage and:storm>water.issues as provided by, Chapter 236 of the Town Code.,APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York,and other.applicable taws,Ordinances or Regulations,forthe 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, 'housingcode`and regulations and to admit authorized'inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor,pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): [� ,lid i� oi2' 2Authorized Agent ❑Owner Signature of Applicant: �'�'` Date: STATE OF NEW YORK) SS: COUNTY OF SUL&At ) AE)�( � -0�(�� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the 1p,—e&& (Co ractor, 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 fe2bL U11 11 r I le e a-MCI IJE.lief; and that the work will be performed in the manner set forth in the application fi PP��, 'Nv><'A 'C,STAlIBOFNBYYYOR[ R onNo.01MA639?MO Sworn before me this C id in�olk day of/�ip✓I�— , 20 Z[ Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, J OCA ff - RUM Irk O residing at (b7/i Ci0 t l 1-2, (Lc kh U FCC, �J Y ((W do hereby authorize /kV Q\j LOt\)i e— to apply on my behalf to the Town of Southold Building Department for approval as described herein. �S V-/V 8- LRL- H A O f ner's Signature ate C)SCP i " � ( ���� 'j P ' t Owner's Name 2 Gy< BUILDING DEPARTMENT-Electrical Inspector C* x TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-1802-FAX(631) 765-9502 Temporary Certificate # Date 2021 Customer NameElectrician Name, GG Address , Phone / e-mail a-mail r f Phone (o C( q Y(� License# 2 7 Size A Phase Overhead Underground #of Meters Remarks #of Underground_Laterals 1 2 New "H" Frame or Pole P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 da s from the date above. Authorized by J >1 1-3 I'lV7N 171-1 r J Li J V L= 'Oto B_ I DING DEPARTMENT- Electrical Inspector APR ZO 2021 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 T Southold, New York 11971-0959 ,77S'0 �TROT_Olephone (631) 765-1.802 - FAX (631) 765-9502 rogerr(cb-southoldtownny.gov - seand(c-bsoutholdtownny..qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 4/21/2021 Company Name: Pro -Line electric , Inc Name: 6� C- T_'P1LA?-Sb License No.: 32279ME email:. QFF(CF@_ PP_Q -L1 &)tGL"aElc >" Phone No: (05)- 2Z-1 - S 1-71 [E]l request an email copy of Certificate of Compliance Address.: l ?.)-7 LD PQOINV C ¢ LDY, 4-6LEROLOPEK k)Y I JOB SITE INFORMATION (All Information Required) Name: DIVINE -HOMF L- 1-C Address: G 2 6' CE D 19 Z eQ 9— S 0 U I H A Gtr QA P-f o N, Y 11'q317, Cross Street: -G' (0 U I ff U- R_ ! J B LV T) Phone No.: CgI6) Bldg.Permit#: TBD- email: :�p w '105i: H(PrIll-tcoe"20up Tax Map District: . 1000 Section:31 Block: b3 Lot: 11.5:5�p::f BRIEF DESCRIPTION OF WORK (Please Print Clearly) IAA Q) C-,Q&u5_b:CP('40C" _ P Check All That Apply: is job ready for inspection?: FlYES E]NO E]Rough In E]Final Do you need a Temp Certificate?: EYES F ]NO Issued On Temp Informat" n: (All information required) r Servic Size 71OPh [:]3 Ph Size: 200 A # Meters Old Meter# AJ 1/4- EVNew Service Service Reconn t &Underground [:]Overhead 1# Underground Laterals [:]l [:]2 7M FrameOpoie Work done on Service? Dy [Z/N Additional Infor7a—fion. PAYMENT-DUE WITH APPLICATION Electrical Inspection Form 2020.x1sx qa 'L _ , '; L Su�FQIk �'6 *. . ,j BUILDING DEPARTMENT- Electrical Inspector ; 2 6 2021 - , �,;� TOWN OF SOUTHOLD CZ =` �' Town Hall Annex - 54375 Main Road - PO Box 1179 y yga's�y- •f .-�. Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (6.31) 765-9502 Q 1 t rogerr(c southoldtownny.aov — seand(a_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION' ELECTRICIAN INFORMATION (All Information Required) Date: 7L2(9 12 Company Name: TOO _ j Iv . 1✓ T Izce i oC Name: l 2 S License No.: 3221 C?t-4 email: OF �C _ - I A) -ui ferc. e)M Phone No: T 3) 0✓I request an email copy of Certificate of Compliance Address.: p2 M! Tf<O N Y S N Y I 1 g Q JOB SITE INFORMATION (All Information Required) _-- ----------------- -- - --Name.--�.�1 V-I-N-Ir__ -t�_�__--._. _----- -:---------.- - --------- - -----.__.. - --. _..----- -_._----------- - Address: co 2S C161 R. t ST M 1 Y i�39 Cross:Street: . S U T H C i1V L V Phone No.: Sl Bldg.Permit#: : . 4(o Z:'q� email:. 4 C� I COCA DV :COX Tax Map District: 1.000 Section:. Block: 3 Lot: BRIEF DESCRIPTION OF WORK (Please Print Cie rly) C(oP%sl'ru 4ZDy, Check All That Apply: Is job ready for inspection?: YES _]No 2�ough In OFinal Do you need a Temp Certificate?: ❑YES [2rNO Issued On Temp Informat' (AII information required) Service Size 1 Ph E]3 Ph Size:A # Meters Old Meter# V I A dNew Service 0 Service Reconnect .gUnderground Overhead # Underground Laterals 01 02 [fH Frame []Pole Work done on Service?. QY QN Additional Information: PAYMENT DUE WITH APPLICATION 4,4 4r7& y --71 0-7 Electrical Inspection Form 2020.x1sx �� PERMIT# Address: _ Switches Outlets `' GFI's, Surface Sconces•, I UC Lts Fans Fridge HW � Exhaust Oven G 1��� 9 Dryer Smokes 111 DW C Service Carbon Micro I: Generator Combo `v Cooktop Transfer l v i AH Mini Special: 1 Comments: Town Hall Annex.:. 2 54375 Main Road ` ; - Telephone(631)765-1802 P.O.Box 1179 s- Fax(631)765-9502. Southold, NY 11971-0959 • BUILDING DEPARTMENT NOTICE OF UTILIZATION"OF:TRUSS TYPE CONSTRU�TI.� PMENOIINEERED- WOO®'CONSTRUCTIONNI3lOIR TItIBER CONS7RUCTIQN: Date t7wner: .. 1 V 11V f-f O Nl-_E"S. _L.L :: .Location of Property. Please take notice that the:(check.applicableiine); New '. mmerc ia o :residential; tructure: Addition to`existing-commercial or.residenfial structure Rehabilitation to"an existing commercial or`residential structure to`be,constructed orper*drmed`at.the.subject property referent s above will utilize (check applicable Truss..type construction.(TT) Pre-engineered:wood.construction(PW) Timber construction(TC) in the ft�llowing_locat on(s) (check applicable line). Floor framing; including girders and beams(F) Roof-framing.(R) Floor and roof,framing (FR) Signature .Name (person submitting this form): . l (0D� Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1!1/2015 M COINDEPARfjjWop IF,p MRV7C SURVEY OFO LOT 34 MAP OF WELL lop F.A I Yn L y t-'��1?S'-r D le,N C HIGHPOINT AT EAST MARION TEST HOLE+ Dj, j 3:7 H'9 R 9 Of SECTION TWO APPRCI'�TED FILE No. 7755 FILED JULY 13, 1984 SITUATED AT FOR hVMVAL�AA'1WXK I, C)F j1AX OF MIR= EAST MARION CESSPOOL WMES THREE YEARS FRGM DATE Or. VE.AL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK -31-03-11 .5 FUL S.C. TAX No. 1000 ASS. SCALE 1"=40' th 40-bro OCTOBER 23, 2007 QwEL�U) SAG SEPTEMBER 17, 2014 ADD PROPOSED HOUSE S Ln NOVEMBER 18, 2014 REVISED SITE PLAN LOT g3 \\,/,E E T MARCH 20, 2015 REVISED SITE PLAN TEST HOLE DATA FEBRUARY 10, 2021 REVISED PROPOSED HOUSE (TEST HOLE No. 4 AS SHOWN ON FILED MAP) AREA = 40,669 sq. ft. 0 EL 33.0'� TOPSOIL 0.934 ac. 0 9 9c) LOAM CERTIFIED TO: 0. DEMETRIOS SKULUDIS WELLS FARGO BANK, NA SAND T f_p% —1 C-1 FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK CD C) '0 'G wG NOTES, 0. 0. 1. ELEVATIONS ARE REFERENCED TO NAVD 1988 DATUM 631) \ .4 . t& EXISTING ELEVATIONS ARE SHOWN THUS:.,5M EL 16.0' Z_ 17' PROPOSED ELEVATIONS ARE SHOWN THUS:r471.0 ............ .... ............ CP EXISTING CONTOUR LINES ARE SHOWN THUS: ————50——— 2. MINIMUM SEPTIC TANK CAPACITIES FORA 4 BEDROOM HOUSE IS 1.250 GALLONS. 0 0. 1 TANK; 8' DIA. X 4' LIQUID DEPTH ........... . .. .. CY HIGHEST EXPECTED GROUND WATER ............ .................... 3. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE IS 300 sq ff SIDEWALL AREA. k;e TEST WELL No.USGS 410=072225501 S 53331.1 .......... I POOL. 8' DIA. X 12' DEEP ... ................ ............... A .............. 1% PROPOSED EXPANSION POOL ......•5:•5:•:.(11 4 it, . ......•. . .. C%\% PROPOSED LEACHING POOL 0 O. • ............. PROPOSED 1.250 GALLON SEPTIC TANK ....... ... ................. 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN ON ARE FROM FIELD . ................... U OBSERVATIONS AND/Olt DATA OBTAINED FROM OTHEVF co L. HOUSE AND Z_ .4 ;4 T) DRAINAGE SYSTEM CALCULATIONS: R06F AREA (INPORCH): 2.075 sq—it 2,075 sq. fCt. X 0.17 = 452.8 cu. ff. 352.8 cu. ft. / 42.2 = 8.4 vertical ff. of 8' dia. leaching pool required PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS unl_r 7.< PREPARED IN ACCORDANCE WITH THE MINIMUM PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: IX STANDARDS FOR-n7ft7WRVEYS AS ESTABLISHED BY T&gr.&L,S. VED' D ADOPTED '4 U RK LAND FOR 5 CH,I—el DRIVEWAY If ASVC,TO A 4. AREA: 2,285 sq. ff. 2,285 sq. ft. X 0.17 = 388.5 cu. ft. 388.5 cu. ff. / 42.2 = 9.2 vertical ft. of 8' dia. leaching pool required PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS WITH GRATE CIO A.\ PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR DRIVEWAY RUN—OFF ARE SHOWN THUS: A A Symp-7N/S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION 6;;M- z TO THIS SURVEY IS A VIOLATION OF "Psa EDUCATION LAW. q9 d FZ,y T h ou SECTION 7209 OF THE NEW YORK STATE Nathan YWV-dorwin III 0 0, COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED 0. L .. .1 Land Surveyor Pkc;"­_- 0k TO BE A VAUD TRUE COPY. 1H ir'_ 0<' yo 7 ca 81cu--u- CERTIFICKnONS INDICATED HEREON SHALL RUN 14,0 ONLY TO THE PERSON FOR WHOM THE SURVEY 04� 1�' T schadu IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON,AND To THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND OR SHOWN ARE NOT GUARANTEED. EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 . .4 ANY. Jamesport, New York 11947 Jamesport, New York 11947 STORMWATER MANAGEMENT NOTES: 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION PAGE 2 OF 2 MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING r AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. DETAILS 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, STEEL OR WOOD LOT 34 A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF EXTRA STRENGTH FILTER FABRIC POST (TYP.) U.S. SIEVE J20) SHALL BE STAKED AT THE LIMIT OF CLEARING REQ'D. WITHOUT WIRE MESH SUPPORT MAP OF AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS 10' MAX. D.G. SPACING HIGHPOINT AT EAST MARION OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL W/ WIRE SUPPORT FENCE DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS 6' MAX.-D.C. SPACING SECTION TWO TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE W/O WIRE SUPPORT FENCE :•.' FILE No. 7755 FILED JULY 13, 1984 r SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE •••i'' SCREEN IS REMOVED. �:"•.+•�•'�.•'••. :: SITUATED AT :.'•'�:'.:%'.::r'•;p; •` FLOP EAST MARION 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, . A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL L' FABRIC SECURELY TOWN OF SOUTHOLD BE_STAKED END TO END AT THE BASE OF THE REQUIRED SILT .• 4r.�?--;°, :+;;. SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES CH FILTER SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS TO UPSTREAM SIDE OF POST SUFFOLK COUNTY, NEW YORK NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED •� • • S.C. TAX No. 1000-31-03-1 1.5 AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES NOT TO SCALE SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED SILT FENCE DETAILS UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. Nor To SCALE OCTOBER 23, 2007 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. SEPTEMBER 17, 2014 ADD PROPOSED HOUSE 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. NOTES SILT FENCE SHALL BE PIECED PARALLEL NOVEMBER 18, 2014 REVISED SITE PLAN 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SLOPE CONTOURS TO R SILT FENCE AFTER MARCH 20, 2015 REVISED SITE PLAN FEBRUARY 10, 2021 REVISED PROPOSED HOUSE ON THE PROPOSED RESIDENCE. EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. SEDIMENT SHALL BE DEPOSITED To AN AREA THAT WILL NOT ALLOW B. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS OFF-SITE TRANSPORT. OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF I FROM BEING DISCHARGED ONTO THE ROAD OR OFF—SITE. 36" HIGH POLE (MAX.) 50' MIN. 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE STEEL OR WOOD POST I OR TO BE SUFFICIENT TO SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW KEEP SEDIMENT ON SITE IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF FLOW HAY BALES 2"x2" STAKES I HAY WILES AND/OR FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, (TWO EACH BALE)' a I SILT FENCING WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE FLOW VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO GRADE TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING COMPACTED W PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION :::;�•;. .• BACKFILL r:; SAND GROWTH. ;' : -; OP ` 'DRAINAGE NLET Q � 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85X AREA 4? °', 6 �� ------ --- ------------- - VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER �' 0 1 a N _ — — THAN 1 SQUARE FOOT IN SIZE. 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR 4" X 6' TRENCH SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF \ / W/ COMPACTED rv- OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO BACKFILL BALES TO BE SET THE ROAD. A NON—LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, IN 4" TRENCH HAY BALES OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR ELEVATION I SILT AND/oR FENCING CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. TRENCH DETAIL (NOT TO SCALE) NAYBALE BARRIER ® INLETS PLAN VIEW (NOT TO SCALE) TO BE USED WHERE TOPSOIL IS NECESSARY FOR NOTES. REGRADING I4 VEGETATING DISTURBED AREAS. 1. AREA CHOSEN FOR STOCKPILING OPERATIONS TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE SHALL DRY AND STABLE. I ROAD Nc c VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE 3. UPON COMPLETION D SOIL STOCKPILING, EACH I �EWWMAND/OR STABILIZATION MEASURES) SELECTED SHOULD BE PILE SHALL BE SURROUNDED WITH EITHER SILT TYPICAL STORMWATER UNIT G FENCING OR STRAW BALES, THEN STABILIZED WITH (TOPS TO BE TRAFFIC BEARING) CONSTRUCTION WTRANE BLEND OF APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. AND REQUIRED PERIOD OF USE. (NOT TO SCALE) OR N.Y.S. D.O.T.APPROVED R.CA 2 SLOPE OR LESS GRAADLL E TOBALMLow FOR ABOVE CAST IRON INLET FRAME& COVER (FLOCKHART/63518 TYPE 6840) OR 6THICK REINFORCED CONC. COVER STABILIZE ENTIRE PILE y, J, �, %y �1 B•TRAFFIC BEARING ISHED '� t'—o' CROSS SECTION WITH VEGETATION OR COVER (max.) TEMPORARY CONSTRUCTION ENTRANCE y y (NOT TO SCALE) E. PIPE FROM ROOF GUTTERS y y y 41 CRUSHED 3/4' - 1-1/2" STONE c ALL AROUNd LEACHING RINGS REINFORCED CONC. 4000Ps O8 YS 3_0' !SOP S„ Nathan Taft Corwin III �L �Y �V �Y �Y •Y (min.) 4" (min.) 'I AFr Land Surveyor E I Successor To: Stanley J. Isaksen, Jr. LS. fff �a �(� ! Joseph A Ingegno L.S. STRAW BALES OR SILT FENCE GROUND WATER Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 SOIL STOCKPILE ✓y OFFICES LOCATED AT MAILING ADDRESS • (NOT TO SCALE) 67° j�//,, 1586 Main Road P.O. Box 16 4 1Vyn r1,) N.- S. US, No. 50467 Jamesport, New York 11947 Jamesport, New York 11947 i 7C--- H r �� SURVEY OF LOT 34 *wjUL 2 6 2021 �� MAP OF R� HIGHPOINT AT EAST MARION C, ?s SECTION TWO 3�OS BURR DINtJ DEPT. FILE No. 7755 FILED JULY 13, 1984 -T° f'7's SITUATED AT (� EAST MARION `-'CESSPOOL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-31-03-11 .5 SCALE 1"=40' `�+ /' Ap.g6 o3N•.D OCTOBER 23, 2007 pW NO /' Z DACE � SEPTEMBER NOVEM ER 1�8, 2014 REV2014 ADD ISED SITE PLAN HOUSEROPOSED LOT 3S / E E T N T N kyMARCH r: D SITE PLAN FEBRUARY 10, 202101 REVISED EPROPOSED HOUSE / A o• mow• JUNE 30, 2021 FOUNDATION LOCATION D�I„A t3`� ,� AREA 40,669 sq. ft. 2p � 0 0.934 ac. 0 Of x 9 wladWG o a Z O a O CE A a ." di L a �, \ I i -4 \ \\` PREPARED IN ACCORDANCE WITH THE MINIMUM \ STANDARDS FOR T[O.E-SURVEYS.AS ESTABLISHED BY THE LULLS..-AND PROVED AND ADOPTED • , \ ^` r,; FORSUCHIUS BY'THEM STATFLAND • `•a s- TITLE ASSOG�AT�ON Pte; • p ALO .s, •� 7 0 11yy,�� 4, �� r ,,•.• �m, 'ern ",FN�Y.S/Lic. No. 50467 •° UNAUTHOR®ALTERATION OR ADDITION \ ''moi. (� a' TO THIS SURVEY IS A VIOLATION OF r ., \\� \ SEC71ON 7209 OF THE NEW YORK STATE S �l mUGrDN LAW. NathanTM'711LCorwin III COPIES OF THIS SURVEY MAP NOT BEARING o�� c 0 •���� THE LAND SURVEYOR'S INKED SEAL Land Surveyor. A EMBOSSED SEAL SHALL NOT BE CONSIDERED O �f. b• TO BE A VALID TRUE COPY. Oi p�'+7p CERTIFICATIONS INDICATED HEREON SHALL RUN 0L. `F ONLY TO THE PERSON FOR WHOM THE SURVEY (`� •i6 a �O C.7 6 PREPARED..ANO ON HIS BEHALF TO THE , TITLE COMPANY.GOVERNMENTAL AGENCY AND Title Surveys —Subdivisions — Site Plans — Construction Loyouf a LENDING•.INSTITUTION LISTED HEREON.-ANO S. � d, a � TO THE ASSIGNEES 051HE"LENDING INSTI- e: ton NnON.CERTIFICATIONS ARE NUT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 p mac+ THE EXISTENCE OF RIGHT OF WAYS �fitp` AND/OR EASEMENTS OF RECORD, IF OFFICES LOC47ED AT MAILING ADDRESS 1556 Main P.0`a ANY. NOT SHOWN ARE NOT GUARANTEED. Jamesport, Now Yorkd11947 Jamesport,'NowxYork 11947 _ I SURVEY OF � � LMOAP OF 34 WELL ( HIGHPOINT AT .EAST MARION �R`2S SECTION TWO \3�pS FILE No. 7755 FILED JULY 13, 1984 SITUATED AT EAST MARION CESSPOOL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-31-03-11.5 SCALE 1"=40' ��► "86+ 03\' OCTOBER 23, 2007 W�pOc I SEPTEMBER 17, 2014 ADD PROPOSED HOUSE pWE / cE 5cr� NOVEMBER 18, 2014 REVISED SITE PLAN 33 T uNK tp MARCH 20, 2015 REVISED SITE PLAN LOT / E1f�E N cNNN FEBRUARY 10, 2021 REVISED PROPOSED HOUSE JUNE 30, 2021 FOUNDATION LOCATION JANUARY 16, 2022 FINAL SURVEY 20 Cy E AREA = 40,669 sq. ft. P � W�aENc 0.934 ac. r /' GREENS \ \r Z� 'S'+O Z 70 j Ofl� ° ,/1�•12+ 0 �� ° y°moo°o\\ \ \\ �o pr. WELL & SEPTIC, SYSTEM TIE MEASUREMENTS 41 LA O? �9, \a �y HOUSE HOUSE HOUSE HOUSE •O a° y 2 0GN\NoF�° �\ wO i Gy d CORNER Q CORNEREE CORNER E CORNER Q // SEPTIC TANK Fo ? 9 \ -$o °Gy i �y i COVER 26' 30' o �► o `� cp LEACHING POOL °Fo �. $ // S� 67.5' 38' .,� COVER 0 �,3 WELL �31�N�c5 O 9�yo \ 0 103' 77' + °p / 9\��GJ" .• /l don o �' G d ° 9p LN 1�p 00 70 - e. G� : 5' / A 'F� `�'' ono ..�9� \ \ `NE�(',Y\� �i•pF, -i\ •• ./1/..' 'd G�Opfl�a ° .vt^1ij'. G o° \ •�- .s °t \ �!'- PREPARED IN ACCORDANCE WITH THE MINIMUM __ STANDARDS FOR TITLE SURVEYS AS ESTABLISHEDG e•t ° ,°' •d ° G6\ BY THE I D D ADOPTED FOR U HUSE BY THE EN K� YORK LAND TITLE O . N.Y.S..Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITIONS Xi9 f_ r) ` TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE 1 ' ■ mDaAnoN LAW. Nath\' GTadrwin III c<'a% �j p J COPIES OF THIS SURVEY MAP NOT BEARING ��;� ' sC/C ° 0�, ���Q THE LAND SURVEYOR'S INKED SEAL OR SI Land -urveyor 0 y •.° .S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIONLYFICATIONS E OR WHOM TSURVEY DICATE HE LRUN O` TP tnp °- ° . .° IS PREPARED,AND ON HIS BEHALF TO THE y' TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout !s /1 LENDING INSTITUTION LISTED HEREON.AND D. B TO THE ASSIGNEES OF THE LENDING INSTI— e • °�c� TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 c THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS B0 AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 i s A P R - 4 2022 SURVEY OF LOT 34 DIAP OF HIGHPOINT AT EAST MARION 3jOS, T ate„2-'- TE"1-Ir r1 ID FILE No.7755 SECTION JULY 13, 1984 i.'f ".:'.:� e.Y 41_b''dJ.5.R:.14S J5'Jr SITUATED AT EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-31-03-11.5 a / 1.•T. SCALE 1"=40' __f—A, OCTOBER 23, 2007 a SEPTEMBER 17,2014 ADD PROPOSED HOUSE -1 O �" LOT 33 $" �K tom' NOVEMBER 18. REVISED PIAN T /' MARCH 20.201515 REVISED SITETE PLAN /' Dbya. LJ FEBRUARY 10,2021 REIRSED PROPOSED HOUSE JUNE 13 2021 FOUNDATION LOCATION A JANUARY 16.2022 FMAL SURVEY y0, 1) ('iv Q, or- G MARCH 4,2022 CORRECT TIE OiSTANCE TO LEACHING POOL COVER °°t^ o AREA = 40.669 cc. ft. 0.934 Nl WELL k SEPTIC SYSTEM TIE MEASUREMENTS HOUSE HOUSE MOUSE HOUSE CORNER Q CORNER[g] CORNER © CORNERQ •.?,o p0a' S1� S'� yQ +� �i� SEPTIC TANK COVER 52.6' 30' PLEACHING POOL 676' 38' Z'p $ COVER no O P e i ` oW WELL 103' 77' °z O V•Ao� U � �` . .. •10 O 'O \ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES •' <. "' pA' s ' APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE • 'd.•' i �` P9E+A®N i1G.YWN'S aaN lx4 YWNLL 3!2272022 R-21-0385 - � Date H.S.Ref.ND. Dr ra�uLsnND AaPxovm TND 7DDPRO M=`vn/ixE�xLwimswre�w+° �'u ,,�-•--.:.Y.fid The sewage disposal and water supply facilities at This location have been ��•• I•.a inspected andtor certified by this Department or other agencies and found Sze to be satisfactory FORA MAXIMUM OF 4 BEDROOMS ti. t.Y,•5 -, < CRAIG KNEPPER,P.E.,CHIEF Office of Wastewater Management 1 '^.i.5../.No.57467 _ UNWIWI✓QEO ALIFMTNN OR IDDn10N \ ',. -,.+': ro Txs swYLY s A Y1olAl10N DF ' ( NathanTa'Ft_-C''a" srcnDN:ms of IRE x¢a iwtt s1A1E \ "a, SU ./ orwin III , ° Land Surveyor V' .• ..s�. ftr�" 'h; ro0Ei VXID,rs�m .DE«rami y O • �„ ��"a� �„�9RIFAIED NEigO!_�.RYx •rT- aYP,wr.cavwxorta uvrr am m—a- c—w"ha,L"nYt UX' �. U�mNc nrYrrurcrl 14rr[o xOaaL AND U + a%mMEL c wia�rs rror iwua m etE PHONE(631)727-209D FON(631)727-1727 `F Y TIIE E1RSfENCE Of MGW OF aAY3 [�L AT MMJNG ADDRESS +�. AND/OR EA olMi 0P RECORO,IT 1566 Nom Rod 1 P.O.fim 16 ANr,NOi SNDaTI ARE xDT DUARAx1Em. J°m.ivL Mea Ywk 11917 J"mmpvL Mev Yoh 11947 1 ACORDCERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 04/16/2021 PRODUCER 516-564-5656 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION NORTH FRANKLIN BROKERAGE INC. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 13 N FRANKLIN ST HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. HEMPSTEAD, NY 11550 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: AMERICAN EUROPEAN INSURANCE CUBIAS CONSTRUCTION CORP INSURERB: 76 GARDNER AVE INSURER C: HICKSVILLE, NY 11801 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L POLICY EFFECTIVE POLICY EXPIRATION LTR N RD TYPEOFINSURANCE POLICY NUMBER DATE MM DD DATE MM DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A ✓ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Eaoccurence $ 100,000 CLAIMS MADE ❑✓ OCCUR MED EXP(Any one person) $5,000 SKP2007842 10 10/21/20 10/21/21 PERSONAL&ADV INJURY $ 1,000,000 GENERALAGGREGATE $2,000,000 GEN'L AGGREGATE LIMITAPPLIES PER: PRODUCTS-COMP/OPAGG $2,000,000 ✓ POLICY PRO- JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTYDAMAGE $ (Per accident) GARAGELIABILITY AUTO ONLY-EAACCIDENT $NY AUTO A OTHER THAN EA ACC $ 7 AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND STATU- OTH- EMPLOYERS'LIABILITY TORWC Y LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? If yes,describe under E.L.DISEASE-EA EMPLOYEE $ SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT 1$ OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS According to policy terms and conditions certificate issued for proof of coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION TOW!) R ute 25 Id DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN POB Route 25 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL PO Box 1179 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Sothold, NY 11971 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08) ©ACORD CORPORATION 1988 . NYSIF New York State Insurance Fund 8 CORPORATE CENTER DR,2ND FLR,MELVILLE,NEW YORK 11747-3166 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) ft�w ^^""^.^ 461989045 NORTH RANKLIN BROKERAGE 13`NORTH FRANKLIN STREET HEMPSTEAD NY 11550 91. SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER CUBIAS CONSTRUCTION CORP TOWN OF SOUTHOLD 76 GARDNER AVE 53095 ROUTE'25 HICKSVILLE NY 11801 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE H2462 539-4 879829 01/24/2021 TO 01/24/2022 4/16/2021 THIS IS TO CERTIFY'THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2462 539-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER •THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO, ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE -POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND,, IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT NOEMI LOPEZ TORRES CUBIAS CONSTRUCTION CORP ONE PERSON CORPORATION THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT 'AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 96441.7179 tiyoR Workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured CUBIAS CONSTRUCTION CORP 516-439-3670 76 GARDNER AVENUE HICKSVILLE,NY 11801 1c. Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is specifically limited to or Social Security Number certain locations in New York State,i.e., Wrap-Up Policy) 114786049 2. Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company TOWN OF SOUTHOLD 53095 ROUTE 25 3b. Policy Number of Entity Listed in Box"la" PO BOX 1179 DBL605178 SOTHOLD, NY 11971 3c.Policy effective period 12/18/2020 to 12/17/2021 4. Policy provides the following benefits: 0 A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: ❑X A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ B.Only the following class or classes of employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 4/16/2021 By AW, hf (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked, this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (Only if Box 4C or 56 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) IIIOIIP°1°°1°211°°1°1°°1101°11°111°1111111 an atilm few itili loams lowlatilom ---------------- 7 nim� r,ii, GENERALNOTES' , q! 1. THESE DR.-WINGIS IIAVE j3EEN PREPARED BY'ri-m.UNDERSIGNED&TO THE BEST OF THE UNDERSIGNED S ELIEF& .11421111111T,Schedule SURVEy OF I I It()1 S S It INAL RIDOMENTARE IN COMPLIANCE WITH THE 2020 RESIDENTIAL CODE OF NEWYORK STATE. R 01. Dii CRITERIA Nu.mber of Number of and Bottom Plate to Stud LiAdral Connections IN ACCOR DANCEWITH TIIE i"IERICAN WOOD CO.T.INCIL WOOD FRAMt CONSTRUCTION MANUAL FOR ONE&TWO FANITLY Joint Description Ci3nman Nalls Ran Nally Nallspecing Table 3.5A Top -Exposure 0 CNIJ 2018 r,ITION. for Wind Loads' MAP OF per rafter (Pres60ptivo Alterhitive to fable.3.6), Rafter to Top Plate ITta-milled) ($.!a Table 3.4A) (sesTable3-01 WELL T MARION 2. ARCIII HAS N0 ,r BEE.N RETAINED FOR SUPERVISION OF PROJECT;ORDESION OF ELECTRICAL,HEATING,NtNThAtION, 'AIR d) Ttre-n.fha" edolst CONDITRININO OR PLUMBING WORK. LICENSED CONTRACTORS TO INSTALL WORK IN AbCORDANCE1 1ITII 2020 NYS BUILDING, ls-�llbl�3,1A) P, .� : .. . I POINT AT EAS Ceiling 1161A to Top Mali Table 3.4A) ".�h Igo HIGH see fable 3.01 (5ee Table 3.FA) AN ceiling joist to Piralial Rafter SE,Cr1mv "fro [BIN(i.h IECTI ANICAL CODES. .700-�r.Wind Speed lo : 115 'C' TEST HOLE LY 13, 1984 lies Table 3.6) FILE No. 7755 FILED JU telling Joist Laps ovir ra�itloni Iracei'-willtdi ls.�e Table 3.9A) ila�3.9A) each lop Cillar Tie 1611ifter IF:t4-nR�id) [see Tei 9.6) 140 iso 60 176 1 0 4 or each end �-Secolld guit(ni 2-ad 'WORK SHALT.CONFORM TOTIIE 2020 RESIDENTIAL CODE OF NYS CHAPTER 4 SECTION R402,R403 AND TABLE R402.2.' 'Placking to Rafter ITo-�sli 3. CONCRVIT ach end film Board to Rafter!End-nallai]!) 2-26d Sttid SITUATED AT '6t INDATION SYSTE I ON UNDISTI IRBED Soft,MIN.SOIL BEARING CAPACITY OF2,000 PSF.. STEP CONCRETE FOOTINGS& BEAR r `01 iNDATION WALLS AS It EQUIRED. coNcR uE PROTECTION REINFORCING TO BEAT LEAST 3". 1 FRAMIri acting wall Ileight(fl) Reculred Number of 16d Common Nails or 404 Box Nally per Stud to Plaite Connection"' RION EAST per foot Top Plate to TOO Plate 2-16d' 2-lEd' s-16d , joints-each side lop Plates nil Inter actions 4-16d vmeft� TOWN OF SOUTHOLD 2 2 2 2 9 . - I I I I I . OL�I_CESSPOOL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING A NOT ONTO NEIGHBORING PROPERTIES.. btud i.stud 2-16d o.c. 16 . . 1 . - 2 2 2 COUNTY, NEW YORK Header to Header lFince-milled) lad j6d 16'a.c.along edget .1o, 2 2 2 2 3 SUFFOLK BI.00KIN0,&BRACINO SHLL BE I:IEM-FIR#2 OR BETTER,FV­70 PSI,FB=950 PST,E-IJO6,000 PST.. ALL SAWN BEAMS, perstud 5. 10IS'l Top iiiciii.r;Pint.I.stud vrui-n.illerlj is as Table 3.SAI lies Tible I.SA) S.C. TAX No, 1000 'IRDERS,4"NOMINAL,SHALL BE DOUGLAS FIR-LARCH Ii FV�95 PSI,FB-925 PSI,E-1,400,000 PST.. PARALLAM -Fable A-3.6 Ridge Tension Strap Connection hequiremellits.for t Exposure 1111 2-16d" per fact T V=290 PSI,,E=2,000,000. MICRIbLLAms&PARALLAMS SHALL BE'TRbS-JOIST MACMILLAN OR EQUAL. tt.niyl.l.to Floor joist,liandichit,EndIcilit Wind i SCALE 1"=40" R]A:FB=2800 PSI,F LS i-ALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS&DETAI :.-Placklinir(Face-nall.cl) OCTOSER 23, .7007 (Prescriptive Alteinative to Table 3.6) ALLTO BE.INs ADD PROPOSED 14OU FLOOR Dead Load Assum�tjons!�oiof/Celllng Assembly DL, 15psf SEPTEMBER 17, 2014 D SITE PLAN 4-Bd 4-101 per joist., NOVEM9ER 18, 2014 KtVlZ)t1 joist to 5111,Top pla.te or Girder(Tae-nalled) LP WCH 20, 2015 REMSED SITE PLAN 6. ROUGH FRAMING hIrhiBE.RS st-li BE FRAMED,ANCHORED&'BRACED SO ASTO DEVELOP THE STRENGTH,RIGIDITY& -Io*d T each end -ad. 7 66 and 7co-yr.Wind Speed RUARY 10. 2021 REVIS FORTI ME PUR POSE IN WI IICFI TI I EY ARE USED. NAILING CONNECTIONS SHALL BE IN ACCORDANCE WITH NAILING I-Bit 7 110 Ili* 140 it, . . Blocking to Joist(Joe-.meli zL1_. I n. led 195' UNr Ri AVA 'DI pl.ildrig to Sill orlop Plot.I"Fae-nallocil 3-jed each block 3.seco I rid gust Imph) S(I I E JLE,TABLE.I.I OFTI TE WFCNI 2019 EDITION. 4-16d iedg.rstilp to Boom Irrice-ri 3-16d Roofspon be'r vIBd Commen Nails or lad Box Nails in each end of 1-1/4" OM HOLr W 4 AS 9111 ON 0`11.0 WP) AREA 140,669 sq. ff. 3-Rd 3-iod pit Joist Num 111.0, 4-1i;d Ri I Pitch -_ #1 0.934 Cle- 7. AT,I. ICTI IRAL STEEL CONNE,CTIONS SHALL BE'SIMPSON'AND!OR EQUAL. p.rlol,t t 0 Tlx`9X 2 3 4 .0 ur or lop Plate(Tati-iiiiinoull er foot 12 4 Bond Joist lia Sill 3mi6d - mi�,1- ...1 . . I 1 2 2 2 3 8. �\1001)IN CONTACTWTTII CONCRE"FETO BE ACQ TREATED LUMBEk. INSTALL TERMITE SHIELD WITH A POLY BARRIER. TIOT-DIP 26 1 3 4 S (see Table 3:101 0ALVANIZED OR STAINLESS FASTENERS ONLY. ad lad DEMETRIOS KtXUDIS -'43LOCKING AREAS R EQUIRE,D AS PER SECTION R302.11 WITH FIREBLOCKING MATERIALS AS SPECIFIED IN SEC. WELLS FARGO BANK* NA oypsu!n wallboard Sci coolers: Sd coolers. . . 7"edge 10"field FIDELITY NATIONAL, TITLE INSURANC 9. INSTALLFIVI I I - - . '32 2 2 3 4 5 6 7 8 9 3 3 4 5 6 7 .81 4,.':;WALL SIIEATHIUG 36 2 R302.1 1.1. line Table 3.11) ;ira U=r) I . Wood Structural Panels Bd lad 12 1 1 1 1 2 2 2 2 3 3 10. PR 0 V I PACE VLNTI LATION PER CODE R408.1 &11,1114.CRAWLSPACE ACCESS OF 18"X.24"ASPER CODE R408.4. PROVIDE Structural Fiberboard Panels .. . . I . : . . . . - ; 16 1' 1 1 2 2 2 3 3 3 4 EMAtIONS ME REFERENCED TO WA'M 1988 DATUM aliv.roatins nail 3"edge NIIN. 18"C[.I'AIZANCE(JNDI-IZWOOT)JOIS'I'S&12,,UNDER WOOD GIRDERS. ii go,a EXISM91 VJNAT11i PIM �"w­ 41m0 liffoloMED EmAnORS.ARE SHOWN THU Ir Ia.120"xl-0"long.x 7116'hand) CP MSTLNG CONTOUR Liffig ARE SIM" THIM' _FIC ACCESS OF 22"X30"AS PER CODE R807.1. CONSTRUCT A LARGER. 75132- SEPTIC TANK CAlli FOR A 4 BEDROOM HOUSE 13 t.250 OALONS Sali roop"i"all 3"ed go 16"field FTTC VENTIL.NVION AS PER CODE R806.1&MIN.A7 r52.51 )PENINO IF ANV APPLIANCES ARE TO BEINSTALLED IN ATTIC TO ALLOW FOR RFMOVAL ASPER M1305.1.2. WEATHERSTRIPAND ja.l20*xI-§t4'I.ng k 3/11`havill 2 1 2 3 4 4 5 6 6 7 CL 1211 OIA. X 4V UOUID DEPTH 32 oil A 4 BEVROOM HOUSE (INSULNIT'ACCESS AS PI-.R R402.2.4. It , t3 300 sq ff SIDEWALL ARM Sd cocile cileri 7"edge/It?"field 36 2 2 3. 3 4 5 I$= LUCHINC SYMM F W.Ilbcnird to Sdco 8 12 1 1 1 1 1 2 2 2 2 3 ranM& X t1'Evkmw POOL 12. INSTAI 1.SKY1,101ITS AS I'EIZ R-109.6. 16 1 1 11 2 2 2 3 3 Ural Panel$ %J lad 6"ed a 13. VE -CTLY EXTERIOR. gr oter than I" -------a- A� POOL _,NTAI.I.FANS DIRE hall 4 0:12 1" F11 . .4 84, . ... or less ....... -center at the panel edge.Alternative nalling-schadules 1:I7*:..:L1, Nailing requirements are boned an wall sheathing nailed i;inches a 1.150 CALLON $1i 'i 32' 2 2 2 3 3 4 4 5 6 bi It sheathing milling is reduced.Far example,it sheathing is nailed 3 Inches ciri-center at the panel edge 116 tI IALL ri,Fwrli GLASS DOORS&OUTSIDE COMBUSTIONAIR ASPER ECCC OF N.Y.S.. ALLDIMENSIONSFOR usedwheraws 36. 2 2 3 3 4 4 5 6 7 4. THE L=IRON Of *ELtS AND CC5i $MO" HEREON A" FROM FIELD obtain higher%hear capacities;milling requirements forytructur.1meni shall 6 doubled,draltem-te connectors thvll be 0 PLACr,F INDA711ON A ciumNEYARE APPROXIN IATE&.STIALL BE COORDINATED WITH THE CONTRACTOR: INSTALL ZERO- ossmAmms Aii DATA ORTAINrIll FROM OTHtRL G ALL NIANT.IFACTURERS SPECIFICATIONS. FACTORY BUILT FIREPLACES 911ALL TESTED IN vied to maintain the land path. EPLACES NIF14 FIN CLE n ul nuT' bef oi nails shall be permitted to be reduced to when .n.shieii Is continuous vercon'eiii the tab it! Table 1.9A .11af ter/Celll"g Joist Ile6i Joint Connection R6quir6inbrits -iltli.127&sEc-ri(-�r4slZI004,RI005&ltloO6.. ACCORDANd WFI criptivie Alteri4ativ6 a .16dnall per foot. to Tabl' j.9'). �.bi;,5.2B Bottom Plate 6 Foundation Connections(Anchor Expot'dW1 11 IIE MANLIFACTU RED BY'ANDERSEN'-400 SERIES;TSIZE AS NOT dRoof Live Load Ground Snow Land 115. WINDO."I I S'l EDON FLOOR PLANS. Bolts)Reslisi Lateral and Shear Lti rela, f �07Fl 2.5 cu. B find C VO "S . .. . . I : .30 pill 50 PSI 70 psf of a' did. leaching pool fivAtiltind O.C.. (Pregcrlptiv6AItbrT)etivetb.Tabf63.2) 14. 352,11 o It, 42.2 fit 64 vertical ff 116. INSTAI.L 131?1 BE'l W AX.7'-()' RoofSpori high WORM DRAIN POOLS PROVIDE (2) 5' did. X PREPAIRM IN A0070000CE Wrl"TK Monti STMIDAINDS FOR M MTARUSMED E SNOWN THUS, 36 1 12 1 24 -1 36 .1 12 1 24 1 36 -Off AR -RS PROPOsEo 8, plk X 5, DEEP oRywELLs ron ROOF RUN 1I;WInd S�iasdii % IFY THE U 0 AND ADOPTED 17. WALL 81 IiZVOUNDINO ALL IIJBS 9,SIJOWE SlIALL BE COATERED WITH.112"WATER RESISTANT GYPSUM WALL BOARD. MR Tar Exposures B 1:and a TITLE Maximum Anchor Bolt Rafterslope Required Nuirnb.ar of 16d Common' or 40d.Box Nally�.r t4eel Joint Commictlon"?'"'s bannister spaoq(in . % 18. A H.6 LAZI 00, I It MIAN lh I PAGI'SHALL BE SAFE TY GLAZING. THIS INCLUDES BUT IS NOT LIMITED TO GLAZING IN [in. 1% IT. Anchor Bol. V �poclfijg(in.) -6 9 5 9 13 6 12 17 AREA' Z203 388.5 GLI- 111- DOORS,GLAZIM.,WITHIN 24"OF DOORS&G3LAZnJG WITHIN 18"OF FINISHED FLOORS. SEE SECTION R308. 31 2,285 M U-11 a p9al requl-d 4 .7 10 4 a 12 6 12 17 111 ifill"11001 ff- of 01 dig, lacci'll"O 23 cu. 42.2 'or 48 a' dio. X 5' high 51ORILI DUN POOLS WITH C TIE 19. INSTALL SINGLE STATION SMOKE DETECTING ALARIvf SYStE?vf&CAABON?,IONOXIDE DETECTORS IN ACCORDANCE WITH ALL A RA 3 4 6 3 5 7 4 7 10 5 9 13 PROPOSED a' DIA, X Sit DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE tHOWN It'uh, STATE&LOCAL,CODES. SEE SECTION R314&R315. SMOKE DETECTORS SHALL BE INSTALLED OUTSIDE EACH SLEEPING AREA,IN I Prescriptive limits hire based on assbirnpiloni In Table 3.1: 1(1 3 5 8 3 6 9 5 9 13 6 12 17 dghear lci the maxim 'exceed EACH BEDROOM&AT EACH FLOOR LEVEL INCLUDING BASEMENT. HARDWIRF ENTIRE SYSTEM WITH BATTERY BACK-UP. SMOKt 4;12, A re used to iesist uplift eral,an shear loads(Table 3.2B 4 Whenancho l bolts a let um anchor bolt spacing shall not I. For other anchor 12' 3 3 5 3 4 6 3 6 B 4 7 IT AL.A-RKISANI)IJEA'FDE,rECTIONSH!kLLCONIPLY�VJTIINFPA72!. CARBON MONOXIDE ALARMS SHALL MEET SEC.915 or-THE 2020 FIRE uplift loads(Table MC)ai lateral and lite lesser of the tabulated valdes for 10 3 4 6 3 5 7 4 7 11 5 9 14 CODE or Nys. bolt liniftilitlons see Section 3.2.1.7 and 3.21.3. .... I _' ..I- ...1. . t ... . -7- an Connect 3 3 4 3 3 A 3 4 6 3 5 20. RAI LINO 1JETO 11T(AS PER R312)AT BALCONIES,DECKS,PORCHES ANb/OR LANDINGS to BEA M ININM OF 36". OPENING Sill or B Exposure 3 3 5 3 4 5 1 5 a 4 7 17 Table 3.2G ottom Plate to Foundall long kl&Ari ok Ann" TO TM%am s A MATION Of LIMITATIONS(R312.1.3)SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A I"DIAMETER SPHERE. :(Anchor Bolts)R691stinj Uplift Loads from Wind 7:12 laill or THi NEw M%STATE v .9 7/S 12 3 3 3 3 3 3 3 3 5 3 4 6- N �J athah�� orwin i Fi (PrescriptNe Alternative to Table 3.2) Cam or THi 21. DOUBLE.ALL JOISTS BELOW PARALLEL PARTITIONS. 3 4 3 3 4 3 .4 6 3 5 THE Mo StMrtO"IKKED SIX OR 1 3 K calm*= -yf.Wind Speed 3-sucand Suit(mphl 120 130A 140 1 Iso I 16b 1 170 1 180 1 !95 4 3 Land Surveyor _r 3 3. ,j.3 3 3 3 5 3 3 TO 22. INSTALL A 314 HOUR FIRE RESISTANCE RATINGSEPARATION BETWEEN-RESIDENCE&GARAGE(GARAGE SIDE)ASPER SECTION 16 3 3 3 3 ...,3 3 3 3 S 3 4 9 16 73 Wo R302.6. INSTALL 518"TYPE X GYPSUM W illl or Bottom plate to Foundation Anchor Plate chor B-It sp-clm fin.)"' 11 CEPTIF011"INDICATEID 119"1 AL OARDTOCEILTNGS&WAI..TS..-DOORBETWEEN-GARAGE&RESIDENCE.SHALLBE.SE fainiMaximum An B LF Ion supporting Gt 04LY TO THE Pli FOR WHOIR THE Wg�V ;r "OPAItM,PC ON HIS ICI-W TO THE CLOSING,TIGHITFITTING&WITH A FIRE PROTECTION RATING OF HOUR RATING. Ccimi Resisting 0 ritle Sui Su&dlirkianir Me haft Requirements for Wind TITLE courni Oovoorum&Acomy AM Table 3.10 Roof Sheathing Attachiment Exposure, e.- ----- j�A Z4 22 20 Loads To nli ASMNM OF THE --T-71 35 1 30 1 77 currincAnOn ARE vowla PHONE (631)727�2000 Fy: (631)727-1727 2x4 1.3 Stories 72 - 43 23. STAIR SI UEL BE 36"WIDE WITH MAX.8"RISER&MIN.9"TREAD. HANDRAIL TO BE 34'�-38"ABOVE NOSING. ENCLOSED interior Lanes ., . . . . . I id USABLE SPACE UNDER STAIR TO BE ONE-HOUR CONSTRUCTION(5/8"TYPE X GYP.BD.OVER FRAMING). MIN.HEADROOM AT ALL 11 1 71. AA t n 41 1 as 2B 26 T U THE EXIISTENCE or i Or WAYS OrFM tM AT - ;WUNG. -8". SECTION R311.7.. IVIXIMU1 I RISER 8 Y.". Jr ADDfZM 140 1 Iii n STAIR AREAS SHALL BE 6' Uplift Loads a,ii Lanes Speed 3-liecond A sail 7. Is' AMC/OR EASCIIIIi Or REORD, It 1586 Food P.O. Box 16 1-3 stories (31 ANY, NO SHOWN ARE NOT GVAKQi Jamespo 700-Yr-Wimi 501 ----7-2 7F-7=z 6a z 1 36 1 32��23 Jarriersport, Now York 11947 STRUCTURAL SHEATHING -DBYNEWCO STRUCTONMATCH G ZKS In arior zones lool�ommv", 24. PATCH&REPAIR ALL EXISTING WORK TO PEMAIN&AS REQUIRE IN AL L MATERIALS& 1.3 stories 1-7 72 1 E _E FTE F E F E F E CONDITIONS. nafter/iruss Framing Rafter/Truss Tillilije-A.34 Uplift Strap Connection 111801raiiii'Vitfil(ROOMIC" all, Exp'osu Lactitinn' Maximum Nall Spacing for Rd Common Nally or Ind Box Molls(in 25. SLEEPING ROOMS&OTHER HABITABLE SPACES ST[ALL BE PROVIDED WITH EGRESS WINDOWS&D06RS ASPER SECTION R3 10. 5 specific Spacing(in.) wall-to-wall,and Wall-.tio-Foundiation) Grav4,G 'bie 3.4) 26. WIIEPE CEILING JOISTS ARE PERPENDICULAR TO RAFTERS PROVIDE METAL STRAP TIES @ 48'O.C.ACROSS 3 JOIST SPACES&S01JD (Prescriptive Alterna.tIve to TEI 12 6 12-_�_12 6 -12 6 12 6 12 6 12 6 12 6 12 6 12 6 11 BLOCKING. Dead Load Assumptions*-.k6of/Cellihg Assbrinbly M 15 PSI` 16 6 12 1; 12 6 17 6 12 6 12 6 12 6 12 i 12 6 12 6 0.49 - - 12 6 12 ( 11 6 17 6 12 6 12 6 12 5 12 6 12 6 12 6 27. ALL DECK LUMBER SHALL BE ACQ TREATED LUMBER&SECURING NAILS,SCREWS,BOLTS&OTHEiZ HARDWAkE TO HOT-DIPPED 1 an 170 'Ji 130 140 I16 6 1z t 12 6 l2 6 12 6. 12 6 12 6 12 6 0 6 12 6 1. ALVANIZED OR STAINLESS STEEL. 3-59co Inte'lm Zone .0.42 - 12 6 12 6 12 6 6 6 6 ; 12 6 12 6 12 6 : k Roof 9pin Number of Rd Common Nillis or laid Box Nails 12 6 12 6 12 6 12 6 12 6 6 6 6' 6 6 6 i 61, Is 6 .12 -6 29. INSTALL,A1,L NECESSARY FLASTRING AS REQUIRED FOR WEATHER PROTECTION&AS SPECIFIED IN ALL PERTAINING SECTIONS OF 6mlng 9 'rid of 1-11 5.6 Strop- : -i-12 6 12 -1, 6 6 6 1 6 6 6 6 6 -Fr pacing fin In Each E x2D 12 6 12 6 12 THE CODE. 2 2 3 4 1fi 17 6 12 5 6 6 6 6 6 6 6 _2 0.42 2 2 3 3 4 4 1 Perimeter Edge Zone I9.z 6 12 5 1.6 -6 6 6 6 6 6 6 4 2 29. INSTALL 5/8"TYPE X GYPSUM BOARD TO CEILING AT BOILER AREA. 16 ---------- 6 6 4 0.49 30. INSTA Lt.WATERTROOFTNO TO FOUNDATION SYSTEM AS PER SECT16NR406. 4 Fish,,Truis with tip to V 7 6 6 4 Overhang 0.4Z r,.bl.Endwall li or 16 4 1 32 2 2 2 3 4 7 ----------- 31. ALL WORK DURING CONSTRUCTION WHETHER EXISTING WO.R PROPOSE.D,SHALL 13E BRACED&SECU D BY CONTRACTOR TO 2 -3 3. 1 4 RE 36 1 2 1 1 PREVENT DAMAGE OR COLLAPSE TO SAID STRUCTURE. Table 3-:L:L Wall Sheathing and Cladding Attachment 1 e and/or Gelling Joist to Top Plate Lateral Ofill Exf. Requirements for Wind Loads Table MA Ralf.te Connection Requirements CONTRACTOR SHALL CHECK&'VERIFY ALL DIME NSIONS&CONDITIONS AT THE JOB SITE. THE OWNER&/OR BUILDER ARE Shear (prescr.1ptIveAlternEitIve to Table 3.4) Ilia 115 13U 140 is ISO 170 0 19S RESPONSIBLE FOR VERIFYING ALL SITE&SOIL CONDITIONS ABOVE,&BELOW rRJOR TO ALL CONSTRUIcTION. -it 7oo-yr.Wind speed 3-sec.nd gust(tri 20. ------------ STRUCTURAL SHEATHING ARCH ITE CT RE'COM N-1 ENDS THAT B UILDING,-STRUCT UP, DFCKS,PORCHES D T 0 AD I I NS At POOL LOCATIONS BE VERIFIED B A 700-yr.wind Speed F F I E I F 1.E ...LICENSEDSPRVEYOR FOR rROPERSE TBACK RE QUIRENIE NTS BEFORE PROCEED NG T S RU 10 ieJ20; E pl= it.I F I-E I F I E I F 1 E7 F W1 It jC(JN-T Ct N 3 r I Box W6(Tatinalled) stud Spacing Maximum Nall Spacing for Rd Common Nails or lad Box Nails finches,ct.�. SECTION R301 SECTION F1303 wall Number clad Common Noll$0 0 SMAJI'ling Location' flinches,ti.c.) SMOKE ALARMS ARCHITECT RECOMMENDS THAT ALL HVAC PLUMBING RUNS BE VERIFIED BYSUPPLIER&INSTALLER BEFORE BEGINNING. Rafter/celling Joist I DESIGN CRITERIA LIGIIT,VENTILATION AND HEATING Spacing(in.) Height in Each Rafter slid/or Ceiling J.010 t6 Top Plate connect an 32 12 6 12 6 12 6 2 6 12' CONSTRUCTION TO INSURE THAT THE STRUCTURAL INTEGR ams Shall Cori y w I i b-�table hRV0 ']R3T1.7St lrw* fR314.1 Gene id.Smoke at' - 3 3 6 12 6 .11 � 1; 6 12 6 12.11 R301.1 Application. Buildings and structures, arid part1s 2 2 2 2 is 12 2. At:interconnections etween concealed vertical Bari R303.1 Habitable rooms. lia rooms Shall 811 itys. Rind 2 6 12 6 ji thereof, shall be constructed to safely su port all oad hoiizontal space's such Its occur at soffits,drop Ceilirgs iggripgate ilazing area of not less than 8 percent of the floor �eclloh Ri 14. VERIFY ALL DIrVIENSIONS-ALL WRITTEN DIMENSIONS TAICE]PRECEDENCE OVER SCALED DRAWINGS. 2 3 3 3 3 12 12 12 6 17 6 12 6 1 P of a'all rooms.Natural ventilation shall be thr'oug n- , R311.7.1 Widi Si shall be not less than 36 2 3 3 3 3 3 Ed*Re zone 16 12 11 6 1 2 6 6 1:1 including dead loads,live loads,roof loads,flood loads,sno And cove Ceilings. area U Vera or other approved o sto inches(914 mrin)in clear width at a Po fits a 9ve in per- e and carbon mon- 3 Listings.Stri of 2 2 2 3 1 P.11mot"r T611 enin Hired handrail height and below the required �caoroo NO PART OF THESE ARCHITECTURAL DRAWINGS SUALLBE RJETRODUCED OR ALTERED WITHOUT WRITTEN PERMISSION BY 4 loads, wind loads arid scisinic loads as prescribed by thi stringers it I he lop clows,skylights,doors,IOU dance with UL 217.Combination sniok 2 ..2 2 3 .3 3 3 3. In conteriled ipaces between stair t re shall be lisred in accordance willi UL 217 code.The construcdon of buildings arid structures in accorr (he outdoor air.Such openings shall be provided tidy beight. Handraills shall inol'�*Ciect mortilthan 47, inches oxide' dlarins RAY DOVER,ARCHITECT. THESE DRAWINGS&DOCUMENTS NVITH THE UNDERLYING OWNERS NAI%IrE ADDRESS ACT AS A Table 3.:L7D Shear Wall A!9sembly Allowable Unit Shear Capacities,Maximum Shear Wall! danc6 with the provisions of this code shall result in a systerri and bonor'll of [be run. Enclosed spaces under acbess or sliall otherwise be rendily conlrolla�le by uil,d- (114.mri on chiller side of (he stairwa shall�O*mply with Section li362.7. I e no( y and'the cleir an�UL 2034. LEGAL&BINDING CONTRACF BETIVE EN THE OWNER Ac ARCHIITECT. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THESE - 'jig Resisting Uplift inind Shear- EXPOSUM. Segment Aspect Ratios,and filleathing jjpe Adjustments Ing occupants.The openoble area to(be outdoors a -ovided Ili DRAWINGS&DOCUMENTS IS A VIOLATION OF THE NYS EDUCATION LAW. COPIES OF THESE DOCUMENTS Table 3.40' Shear We that providds.a cornplete load path flint meet.s the require width of the Stairway at Byrd below thelluandraif height. R314.2 Where required.Smok e alarms shall be lit NOT BEARING THE �Is, pipes,.ducts, chbles and (Prescriptlye Aliernativii to Table 3.4) ments for the transfer of loads from their point of origi 4. At openings oround �r less 14 percent or im noor area being ventilated. 3 17, accordance with this si!ction. jMCRITECTS ORIGINAL SEAL AND SIGNATURE SHALL NOT BE USED IN ANY WAY. IT ni nithle- Including treads and landings shall be not less than ation.Build- wires at ceiling end floor level,with a inches(787 mm)where RhQrail is insta"lled on one side Fni shall 6 Pro!"' through ii load-resisting Oements to the found R303J bathroo Bathicorns,wat6r closet compar ents R314.2.1 New codstruction.Smoke Rini ings and structures comitucted as prescribed by this code ar. rial to resist the free pnigage of flaine and products of' cifies(698 milli wher�handr-Rils'are prcr�lded on 'S WITHIN ONE MILE FROM THE OCEN,BAY OR SOUND ARE IN THENVIND-BORNE DEBRIS REGION REQUIRING 180 Aso Unit Shear maximum Shear SheathInfiType .. - !i ii similarr shail be provld�d with aggregate glyi and 27 in vided in dwelling itrills. ALL BUILDIN(. -seco gust(mph) lie lis 130 Capacity of Wall Wall Segment Adjustment Factor. deemed to comply with the requirements of this section. illing this annular space oorns both Sides. THE GLAZED OPENINGS ON THE STRUCTURE TO BE PROTECTED WITH GLASS MEETING THE LARGE MISSILE TE 917. 700-Yr.Wind Speed 3 ling area In windows of not less than 3 squre feet (93 Tin'), Nails and Sp;i Assembly(pit Aspect Ii re'uired to meet(lie ASTM E 13 6 ons. Where Top&Bottom of� I shall not be q R314.2.2 Alterations, repalli-J gi�d ndditl CERTIFICATION OR STRUCTURAL SHUTTERSITH ATTACHED HARDWARE,AS PER CODE,OR CONSTRUCT Y,-rmiloOD PANELS terlor V41i shei'apill g ;,I Exription: The width of spiral stairways shall be in E one-half of which niust be operinble. Wood Re ullements R301.1.1 Afterfiative provisions.As an alt6mative to ilit, Merits. : .. . . .. . . . . . ; alie'rations,repedrs or addi requiring a pernih occur, To rROTECr WINDOWS AGAINST WIND FORCES AS PER CODE R301.2.1.2. SECURE PANELS TO RESIDENCE WITH FASTENERS AS Requirements Interior Wall Sheathl"s requirements in Section R301.1, the following standard at be reqdIred where accordance with Section R311.7.10.1. or where one or ruore sleep 1.ng'roorns are added or created Wind SEISMIC Wind Structural panel Shear Wall Panel NaIiing combusHon, The material r Exception:The glazed areas shall n owNE ELS ON-SITE. Requirements Maximum hoof Sian(11) S. For itie flieblocking of chimneys Bad r1replacds, Sep PER SCHEDULETA13LE 11301.2.11. R TO&1AI P 112h Gypsum Wallboat Scl cooler nails- ILUU 1001 I.SA 1.5:1 4.36 7.77 are pennitted subject to the Iiinitations of this cod6 and tbt Section R 1003.19. artiricial light and i local exbausi system are provided. R310.2 iiendroom.The headroom in stairways shall be In existing dwellings,thh Individual divelfing Unit shall be Shear Wall ROWS yf .Nall d IUnblcicked. limitations therein. Whet-6 engineered design is used it The rai;imum local exhaust rites shall be d6lerinined in not less ihan 6 feet 8.inches(2032 intri measured vrnI-- e itipped wilh smoke alarlins located as required for new Sheatiting atilmilm stud spacing iv on center 7"eci spacing I -, .1 1 .1 q SpacIni: 11 _­ . I . I - . . -Ing a two-fani dwelling is -ea8 nosing or &I,ellings. THESE DRAWINGS ARE IN conjunction with these standards,the design shall coni 6..Fireblock or cornices of jaccordaii wl'th Se6lion'M 1507. -8xilaust aili from the cilly from th6 sloped line adjoining the it Nails 7 hiV.'ia6ling. . . - hall be 6xhausted directly to thin outdii Thickness Nailing ty [.sit cturalTIP I"Cquired ill the line of divelling itnif separation. gpitca a from the floor surface 917 the landing or platform'on tbn( pacing (In! 1 ­ . . .. I I, with the Building Code ofNew Yoi 1, edge s I i . I R.314.3 Lric�alii Srnoke alarms shall be Ir6taHed in(lie fol 4 ..oncenter'.. portion of the stairwaX. COMPLIANCE WITH: 7/1 Bar 11302.11.1 FireblocHrig materials.Except as provided in r in I tration 12 1. AWC Wood Frante Construction Mantial(WFCM) -11303.4 Me I i Fil lowing loca. Bid Common 14 --- ----Ir-IT I t P . il'" ch6rilcal ventilation. Where.the fit tions: 15/32pl,plywood .3 36 31 24 comma nal t of the P.ri-lic Section R302.1 1,Item 4 fireblocking shall consis ges per hour or less where R311.7.5 Stali trelli nd riser's. Stair treadi and risers I In ench sleeping room. 020 NYS BMDING CODE r- nte -d Fraining- Ill a divellin 2 . c .1, c r -14- 12 - 2 16 12 '(Blodidd),' C61d-F,017ned Steel Nails @ 4"pariel 7 ie of ti 5 air cluirt a with i1pecles.of pacing in 36 36 32 8 210 ma ud s ge spac nq 2, AISI Standai ot following friateli test6d%�itbv blower door at Lit pressure oli ihch w.c(50l`a) shall,meet the..requirentellts of this sectirin. For & pur - edge s 2 9 4 36 �16 Prescriptive Method or One- and Tvvo-Farni�i 'I lumbe ect 2. Outside ench separate sleeping ore i.a in [be frurnediale- 0 2020 NYS RESIDENTIAL CODE piles having 12"field spacing 36' 36 36 36 32 1. Two-inch(51 Ii nornina r.- in occ6rdnn'cile* with S ' ion N 1102.4.1.2, (lie,ditipelling ii poses of-i section, dirnenslons ofid dimensioned sur- 36. Divellings i S230). vicinity of the bedrooms.- shall be pro�ided wiifi �bole-bciuse friechinical'VentiIiii IT facei sliall be exclusive ofcnrpeti,rugs ot runners.. * 2020 NYS EXISTING BUILDING CODE of 1-111(25.4 nui 6onlinal lum-: 9 2. Two IfLickiiisses 3. ICC Standard oil thi Design arid Construction q) accor4ance with Seciion M1507.1 011.7.il Risers.Th6 tiger beight ii b6 hot more 3. On each addilloinal star), or the divelling. includin ------- flaitJoints. TABLE F1402.2 'ber with broke eitics and not including crawl 2020 NYS ENERGY CONSERVATION CODE TABLE 11301.5 fAltlIMUM spEcirIED COM.PIJEBEIIVE STRENGTI-101F CONCRETE -es than.7%inches(196 mill).The riser SECTION 1`1310' �il_Y DISTrI1131i LIVE LOADS Log Structur CC 400). Shall be men tired bojernents rind 1pablicible MINIMUM U141FO -MIN I SPEGIFIEDCOMPn 'cknes of"I.-Inch (18.3 nun) wood sti between 1. s�nces and uninhabili aiii divellings or dulei 0 U 11301.2.1.2 (in pounds Pat squaria-lool) 7. MIN 1 9 7�TA6� E�siyii Gih5flUi!l 3. One tht V eadin* 6dhes of the adjacent treads. 2020 NYS FIRE CODE CT PROTECTION FASTENING IS backed bY."/32_1"Ch (19.3 EMEFIGENCY ESCAPE AND RESCUE OPENINGS I astiliis shall. un.lis with split levels and without, tin intervening WINDBORNE Vi Li LIVE LOAD 0119ThUcTfolf Weathering Polari R301.2.2.2.1 Weights of inaterlials. Average dead tural Panels with join The krealest riser heikht within any fligh Ing A71011 OF C0110nETE C BC2DULH Foh WOOD STRUCTUPIAL PA14ELS 0 TYrF,6.nLor Li foot R310.1 Emergency escspe and resrue'laperying ii�iqufli door Vetwech the adjacrii levels. it ilmoke Rinti 0 2020 NYS PLUMBINO CODE Negligible Moderate sever.? ands filli not exceed 15 pqunda per sq _pm)wood itruclural panels, in irrli by inore I lb hall%filch(93 Man (Incliss)-i- ninlinli rillicit Williout S11 Posen-elffs; heii nifics and every sleeping room Shall ice for the adjncent n rintl other crinctelc not 111,11catlicr 2,500 .2,300, (720 Pn)'tbr' the carribined roof and ceiling asselli 4--bne thickness.-Or'!,-Inch (19.1 trim) pirflOeboa;'a tt'ad iii sh'alf be*noif 16n, installed on the tipper level shall Ili '2020 NY'S MECIMNICAL COM, rAglrm�en TYPE 4 leer< __614 1Uninhablinble allies wl Ih limited 20 blies(on a horiiiarital pr leci or 10 pounds It ve incit.liss thori one operable-crinergeii escripc arid 11 11311.7.5.2 Treoils.The e lint the lower I;vel is less than open 5 panel pin panel apon ��rsclncnt per lower level provided. t Riga nocr slabs 2,500 2,500 2,50T 01 Witf joints.backed �y 3/4-Inch (19.1 tri plirticle- a than 10 inches(254 nui nd tread depth sh6il be mea- 419.1 a 1.01 saleal hb Fixed sinirs 30 lobs air pirtide,except liar opening,..Wiiere basel;ientir toninin bne or inore si.eepinj one full stoiybelo%�the'tippei level. 2020 NYS FUEL GAS CODE Hoblinble ritlicit rind allict;Ia Square f6ot(480 Pa)for flo6r iussernblies,except as bo �d.-. sured borizonifilly between (be vertical planes br ihe. k,i id ollicir vinTlicill cori 2,500 rooinsi'.on enreig6ncy.escape arid rdscue operi I ng' slirill f:ie No.8 wood screw based Balconlej(i6xictior)n 40 1'is 1 3,0001 .3,66� I . , - 'ind at a right 4. �nlljke nlarri ihnll bi�:-Installrd h6t l6si'llian 3 feet 16 to J dcckb' rgundU11011 wfiu�,ch further limited by Section R301.2.2.Dead loads.for for�rricst projection:of rdJacent treads 2020 NYS PROPERTY MAINTENANCE CODE anchor with 2-1"cls embedwent . .. ;. , .. I. " �� . I , . .. . 5 li�hnlf-irfch(12.7 min)gypsum�6aui ri�quired I"ell'ch-sleeping room. Emergency escape and res- ..I f 16 lho werithur walls aboile grade shot]rfol exceed: s leadirig (914 mm) the-door or opening of 8 he exiias.Ed In[lie wenther,end gnirape(10(.ir 'incfi(i(5.4 nim)cement cue li* into a lj�bllc wity, or 10' a angle to.the tread edg�. Tire greatest trend horizontally frorn -i& COMWMNTARY length nthtub or Shower ti this 7500 -ba�i millboard. 2018 Wr rid screw br=4 prit 51111's ruml Illeps ds per squire foot (720 Pa) tor enings sholl.'open dirictly bathroolfi that contilins a la 200 een poun de�th-within iii flight of stairs shall not ex'ceedtlie No. Cumdo and handralls" n rt yard or court that opens to a ptiblic w would pieveli placement of a smoke ilarm required by Iowa 2017 NFPA 70 : NATIONAL ELECTPJC CODE (NEC) nitchorwilli2-Inchembediumit 1.6 exterior light-firinne wood walls. !--P-'till or blankets of mineral wool or glass fiber cir arn 116t by nioi�li than'I.Inch 0.5.mm). cltiar�ln-rlli COMP(mcnis 5(p . . - 7 - . . _- length other approved materials Installed in iuch 8 nionher R310.2 Einerge"y isciiiie rind rescue Openings.Er�neii Section R314.3.. NOV 0 3 2021 TAOLE 11401.4.1 2. Fourteen pounds per square foot(670 Pit)f6r' Cri Irl 1011.7.8 1 aridt-dils. Handrillip shall b6 provided on not Il,-Inch Ing screw based anchor 16 garriges' PrIESUMPTIVE LOAD-135 NROG as to be securely retained In place. rind rcs�ue openings Shall have ininiuni dimengiong 98 thaii oli of ench.continuou's run of treads or flight 16 16 exterior light-rrame cold-f�rmed site[walls. with 2-Inch embedment lenoth 40 VALUES Or FOUN spebilied In i section. ftl;'q'�ns other ii sle.eping roolli, I DAVON M led I co *a Pica ith four or Thore risrrs. SECTION R315 9. Celiulose In laulation Installed as tes at rd W 04.8 mm,I pound-4.448 IN.. 3. Ten Popp&per square foot(480 Pa)for linle- CARBON MONOXIDE ALARMS or SI:I Inch 25.4 mm,I foul-3 R310.2.1 Mininium 'opening streli. Emeli and BUILDING DEPT .1 Sleeping facing 30 with ASTM H 119 orUL-263,for the Specific Rppli- TOWN OF SouTHOLID IR I n;lle pir hour.0.4-17 m/s. OLAR9 OF.MAT9,91AL wo6d wa..119. escape rescue openings shall have a net clear.opening of 311.7.6.1 ftindrah height, ITIC'Sli verti [NY] R315.1 General. Carbon monoxide alarms shall be is Is buseti on 180 nipli all design wind ipe�dg,li�,and a 33 01 cation. a.Inds tob Stairs 40, lo.und 9 par I.ml CnIly from the'sloped plane ndjoining the tread nosing,cir finish surface of ramp slope, SI a (601 ructur ro.f 1103ra. 4 F've pounds per isguni foot(24.0 Pill f6r inte 6 not less Iliarit 5.7 square feet (0.530 m'). The net clear 1M be not less flian 34- provided in accordance with Section 915 of the Fire Code of b.Fasteners shall be Inst.affect nt opposing ends or Ilia wood structural panel. crystlillitiabediack ri6i iight-fraline bold-forrined sire]walls. R302.11.1.1 Batts or blankets or rry r glasq '.Operilng diniensions requltc4 6y this secli �shrffl be 0. New York,State. of tint 0.141. m Iqr 'iocaied not I"&than I Inch from lh�ed -glass fiber or obtained by the normol operation of the emergency escape inclii.64 rn Oand not I thrill 39 inches(965.mti li�nslen.rs si be sedirriieninty rind[rillinled ro6k 4.00 fiber. Batia or blankets of mineral or a.Anchors shall penetrate ifirci The exfe�lar ivalif covering will, I" . . .5. tighty pounds per squsire foot(3830 IRS)for 8- ciffier approved nonrigii rinaterials shall be peralitli embedmenrle�gih or not less [lint, 2 Inches Into llie building frame. 000.. .... rind rescue.opeping ftorn lilt iii ne net clear h6ight 1011.7.8.2 Continuity. Handialls for stairways shall W nrid 017) r compliande with the 10-foof(3048 In ratieners shall be located I less 111nn 211,Inclics train lilt idie ar Sanilk jr�vcl !(] . .. . inch-thick(203 nim)masonry wills. ro, ni horizontal opefling shall be not less than 24 1111(610 nui and thei be dontiplitaus for the full length of the flight, front a rod,011y glayrt in wolii c6natrucled using parallel rows or eta. silly sand,chi in" Pit) fireblocking -five I:iounds pdr square root(4070 in"d y­above thil top riser of the flight to A point' y ill).concrete block ii concir 6. Eiiht* nei clear�vidth ihnll be not less than 20 inches(508 ITT point diT C' d.Ponel%11i in outsoury or mruonrylslu�co sJudl be iii ishit and cliiyaY gin.vel(SW,S I for6-inc'h-thick(152 min)concie.le walls. studs or Staggered studs. -ode vibrallon-tesislant anchors hn�[Ag all ulthunic wIllid-vol c0l'""LlY Or mi rind OC) Exception.-01-ride floor or below openings sball. directly above the lowest riser of the flight. Handrail lberglass 91 loss an 1,500 pounds. 7. Ten pounds per square foot(480 Pa) for SIP 11130.11.1.2 Unflaced f1besi'ss. Unfinced r 'a have a net clear opening of not less than 5 squnre feet ends shah b6 returned or shall terminate in newel posts' chy,Randy,gilly clity.clirypy till,gill in, cking shall fill the entir -111 shall In batt insulation used Eta fireblo cor sarety terminals. liandralls adjacent to a W r 11y(qL,ML,tyl rid C10 0.465 Tin). I- . 6 - - TABLE P301.7 cross section of the wall cavity to a hej�ht of not less t less then IV, inches (38 mm) ME[Eli LECTION OF BTFIUCTUFIAL ME R302.11 Fireblocking. In cdmbustible constitiction, fire- R310.2.2 Wili sill height. Where a window Is pro- between the witil'and the handrails. ........ ALLUWA131h than 16 Inches (406 nurit)lineasured vertically.Where 11TRUCTURAL.MEMBEII DEFLECTION TASLE P301.2(l) blocking shrill be provided to cut off both vertical and hod- piping,conduit or similar obstructions are encountered, vided as the ernergrincy escape and rescue opening.it shall -R.-ft;rTh-l.g-�lopp-jr-c�tir-(Iinn 3:12 willi 41?C, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 'zontal con'ecaled draft openings and to form an'pffective fire the insulation shall be packed lightly around the. hiii sill height of not rnote illari inch'es(I I IS Trull). oV.34)? w vr-J aaro 64sr 04 U1110 een stories,and bet�veen a top story and the roof obstruction. above the floor; where the sill height is b�low irade, It finishid ceiling not alinclied to rafters IND DESIGN SEISMIC SUBJECT TO DAMAGE.FROM WINTIM ICE BARRIER AIR MEAN barri.er Inew WHO GFIOUND FLOO J hall be.piovided with IT window well in Rccordancii with to DESIGN UNDERLAYM�N� FREEZING ANNUAL Sphee. 3 Interior v----=p.,It Windborhe h I IR302.1 oose-rill Jinsulation-moterfal.Loose-rill ,.Its and Ittil, SNOW uslaN st line HAZARDS- 1.1.3 L U360 speedi Topogra life Sp_1 CATEGORY' Wealhe ng. b larmue, TEMP* EQU INDEX'. TEMPI ection 11310-2.3. Floors LOAD' effect region' debris zone' depth Fireblocking�hall be provided in wood-framed construc- 'i f (mph) Mac-; insulation rinatedn',I ohrill not be used ag ireblock 01.0 _f 4116 -4+!S;; tion in dii foliowing locations: y tested In the tonn and manner. RHITECT Uep gs llIlle r1illshes(including plfister LJ360 unless specificall 11310.2.3 Window wells.The horizontal area or ti)e win- Ind stucco) y dow well shall be no(less.1han 9 squnre fedt(0.9 In),wii j-4-4.2.3 Hold-dolyni lJol RAYDONER,A DRAWING NO: -TT r IT in In Concealed spaces of stud walls an 3.4.4.2.2 e lb n(ii Shear Wall Adjui(rinents apa6ity I tw,r g.�.iii -.-xlb e,fin MANUAL J DESIGN CRITERIA' d pardflons,Includ- intended for use to derrionstrate Its rability to,rernain in d-ii with 6 6 U240 d hot 'ases* n horizo tallprojeo'don and i�idth of not less thah 36 Inches accor ARC"ITECTURAL DESIGN Design Ing furred spa e aAltittide Indoor design H ating temperature ces and parallel rows of studs or stig- .place and to reford the spread of fire an 9 When perfornted Shear walls are used, the Shear wall dance with Table 3.17F,divid'd opproprinle LJ240 Litii wililer telrl�eraiuli Cooling difference'. gercd studs,as follows: R302.11.2 Fir Ti fire- (�14 nun). The ruej,or the window well shall allow Ille nil be length adjust ient flattor In TRW INTERIOR DESIGN All other Structural m6mlbcrs Elevation coriectlon fc telliperalule eblocking Integrity. The inle.0 ty of fengtivreqii4ci;ienls fit Tables 3,17A and 3 17C th e 3:17D, required at heating toi I - I . .. . I PLANNING&DIEVELOPMENT DATEi: emergency escape And rescue opening to be fully openeu. 1,1.Vr Is. blocks sball bernal n mu erigill I I ruraled shear wall,Where t wialls-winalcalls. will, of 1.11300 -rtically ht the ceiling and floor le r ItIplied by[lie appropriate Rill-height sheathing I (lie endafench s'liefir wall seginent or at eacl elid of.a per- (P�A RESIDENTIAL-COMMERCIAL�IkOUSTRIAL t,- 4 M alJqstment focl6ra in Table 3.17E.Corhbiantions ofiden.: idl height shear Wall segment' illu flnish ally Winter skimmer IT ding-10 fett I - ... . . . rner,riaingle h6ld-d6wl' 9 - ENUE Is-ivi lij huidil.will' 111240 Cooling Wind Wind velocity Coincident D 1.2.Ilo'zonli at intervals no( excee tri at a cu, 95 RICHMOND" nnlsllr.s . . range humidity hu,rnidity licully slirsthed segnienhi and per�fbrated walls shall be shall be permitied to 1IMSIONS: 20, ternperat ure diffe-rence velocity heating cooling wet bulb I .. . . ... be i to resist the overtrni Or E\N S. AMITYVILLE, NEWYORK 11701 wells-w-Ind loods.'Wilh flexible fulishe� Ull .. I p6rillitted. ng forces in both directlonh.' rting innsonry veneer Walls' U600 when the c6rnei 111 arnitig in tire adjoining-,�nlls is rastened (631)6914718 rAx (631)691-1718 ;ure _13 KNO 3 1 indSpd=111d Lhilels suppo toether to Ronster the uplifl IoRd.(sen Figur�s 3.8a-b). tMAR­ O.DAR.0 "1TE(;T@YA.0QP,CQM .mme an r �• �,, �• ti lit 44 i01 zi 414 PLATFORM &/or LANDING P� 1 - ' CONSTRUCTION: --'-�--- ,. , 2„x$••LEDGER&TECOS Z>� Kg. �� ?1ZX8 + ZaCp • i • 2„x GNJOISTS @ 16"O.C. • (2)2"x •'GIRDER 1 v• 5/4"x 6"DECKING :Xir" POSTS- - .-.. . _ , � ._ , t� �t` • �t.;�F tc. 4" x 4"ACQ WOOD _ • i Z"dia. x 36"DEEP P. CONC.FOOTING.. e �`" ,"� `O -- r Jrif.ICY l,� r �Rt' TR ,S zt 7/0-1Pow - 01 i I � r ,► /ij bd. VOvJ T wwN� I filwl o ' Ro o G� a� 4=t ,1r�' /6 o c r s�-� N �. - ���►:IS 9A meg, '� A G•' L;p '. to +` t�' �'L°' �L 2s}- ��''� Ct�`as.�t' �' '"T•'a. L ; L* �o v. � 4C�21�x8 —U)c I t N IMRS I x(I'��int �►S� _ I �'� �� ttov 1 S T� " �' I 2 3 it ffA I "� . ' ''' ` � ) f �• ?fit a, �x %J , 4 V� ••. �jet �,-'� . �F ��.� t�, ` , rte �- ... L(4�S 1 I '_ - rte+ ��.1 � fu" *1G't r 7 _. ` �� 4 O7 ! l �2�/_ �1001 �. , d �a e ng — /16 4.4 N - ( I I ' �+ (CA stj ,� t �M IN n� r I 1 tri. tt t P '� A ' _ ...a . A I •aFP WIT &Fro ,, •,; `a � � `��'� fit,,,., `•t n � e - -- a f 1 d z4 at 14 I • .' ,. 1 � '� �," ', ,(����;,. -�.•a , Int/ �.�:s ��-''�" 9 �"X!o//�/����S @ !� � 01 SIZ 7.414w 49 V/ 40 t _. 17 ;. �.-.., .... �.,,;,,,,,.�'�- .� � .. _ .. �,�i-�,' -: I ,�� � I� - ..°`t� • _ , . . R E p q��, ���..._ci��Ak' !>ji2,---�;^-ice-.•�.S'!'sv���e'�v� �'/>•�''` +�„� ""-'"^- ( �o - * :, ARCHITECTURAL DESIGN DRAWING j — — .: * INTERIOR t�ESIGN r�. -• . q` t `F •' ui PLANNING 9 DEVELOPMENT DATE: t , � — �, .cam, /� �,.� �� �D` RESIDENTIAL-COMMERCIAL INDUSTRIAL f-%,-T 1 I I,.,-ro "v� A F `l REVISIONS: y� 0242 Q� 95 RICHMOND AVENUE OF NEW S. AMITYVILLE, NEW YORK 11701 d 7j :r;1c_4p_10jA vlej Ini � "", _ l Gf= -., • te--�"- "�i `T�`I +-:1..._ ..._� �t d: 1 —c "—_.. . (631)691-1718 FAX (631)691-1718 /O 3-�/ a �,... � - — -------...--- ---- ,�..�....� EMAIL-.; RDARCHITECT@YbNQQ•CQM �:.. i r of c�1A5 ti I ^ ' • Q• ... 7 . • J0, •,Q :�` ` ,t`•�J { ... 1 r,� `.• •dQ.• ">_"�' .��'.: `.•..±^� •. QV.,, ♦!•1 ` _' 7 i .' e, II , Vi b C _ BASEMENT/CELLAR ! 4"CONCRETE SLAB REINFORCED W/661010 WELDED WIRE FABRIC OVER 6 MIL VAPOR BARRIER OVER COMPACTED FILL.lit v • . lam_ `O n� I�" � GG•^ 1•A.•. - � N � I` � w '' --------------- Li Z 7- ... . '.. � l..i�/� Y'� �.I��� "'�� � `r �•�ia;�' _ � ' '�t�'�� a t` � � �t�' ''0 � �•',� � / ` t��p ( , �I a .-; � � 'I i I 1 I � i X K —¢r o s�.'�" /gip Z• M —I + SLAB ON GRADE O 4'CONCRE'T'E SLAB REINFORCED VV/661010{VELDED 1VIRLE FABRIC OVER rr t t �) 6'IVIL VAPOR BARRIER OVER COA4PAC7'EI)FILL. AT GARAGE,PITCH 4"TO \1 4 i 7� '^'� ' ��' �^� _.. ` OVERHEAD I)OOR. AT PORCH,DROP T.O.SLAB 4"BELOW FINISHED FLOOR �. _. - .. . ,- ---- _. ... � tt 1 1 t '• '. /�//✓/Sf{eCT7 � W �Q !� e"�"� � y1/ I Q it I�• I . Y�;. r --li-��--__.. ,. lop �.'��t^•-•.� .-T� L��.-•• _,_... � ,tea �/ �'' . ,: �=•-� e pav 16 g7A be uy Zx b �t D\ F' i r ow - sz a , r I:z'� ''' ����"?Tt�••-1 `�'T'G�,fes^IG at N �l..c��J G?r✓f?plC ---- ---'--- __ - � ZS��.y ��..��•v 'c�,..s-�F_rf_ '.1'��..1����n'tit- µ1i �a.�.-. . • Fa��--s-- (moi''di`�"� c�,.�"".._.To�jam'`••_ �'���tn��.�-F..��,_.�'''J p' —r.3e.:�•�•l i ce-^,e��- I f t '.._. . • � -z.�c+�•'►�p�i�-•� ���..E�• std�.�'- I�- �r:••c t,-1 @ tt ��I.-pVJ , . aaN�.Jm�p 2x6 > .2x6 C• — 2x8 _ -� - --- - Er ED ARS 6 25 �-PAR' Piz. S. IC_.,,oSS"'mAlz roe i _ C' .. RAY DONOR,ARCHITECT DRAWING NO: . � -f'• ,.. . _, '- 7k " ' * INTERIOR DESIGN 3� S • //„ ARCHITEClf'URAL DESIGN '-- PLANNINGffi DEVELOPMENT DATE: • y y, ! {.1'"I".' ,�.- I Imo"- I`" �... " » .. , j _ �J O Ox �- RESIDENTIAL-C06LgMERC1Al-INDUSTRIAL . • '7- .� ' 243 95 RICHMOND AVENUE NS: .t _. —_. .. ---. �D��� yO4 S. AMITYVILLE, NEW REVISIONS., --- n. -----' ,t I II _ N�CW YORK 117(11 /O- Z. . Z� t f'3 ' ( :.. _ -- ;- — Fr_c�►�- l.. ..._..._.:� . - _:... _:. .:. .. .__.....---. ---- (631)691-1718 FAX (631)691-1718 SII A G EG Gci) QO.CQ E AIL; RD R. .IitrT T YAH M • ' ..Wuw,.'..uae.�t'JavN«•M'ww+r1:.,'4wa�.�,«.w„w•,y111yww1,�{wwwwaYW�.++OrR'...dw..lr»a«!.�-«...d.!»N.!.,e.,M„-..•,..r„„.n........►.- .ea•,..rn�•.^•-...,.-..+•-•-,+-'••«.. _ ..,... _,,.....»»..... .. .. .,.+.c,».,.,..,«. • --..�„+.e.es,e-..•+�..+r+r.,a.rMax.nc••.mpo�.-....•'^0�7pm,..-'•-.e..n+W�,�C.•._^+�M�'".... .,ribYlM'Nn»,,, .. J . . .-._.,......._._.._.. . ..__-.._ _......_....__ ... .._...-_... _..... .... ' . ... ., .:_ -_._. _._._._..-.... .- _._- _ _ __ .._�_.- __.._ .. ___ .._._........ _. _..__. ...._.__.. . ..._._. --__ f _ 1.OR i •- .._ _......._.�:._ , ___ •----- p USEI'SPLICEtPLASES If . .. -_ ------ . . I. -.--------__ _ -•----_._..._-� A ING A D -A Y TOP FLAT SEE SECTION 8602 B 1 EE''3FCTION 8602.3.2 ' I . V SECTION 114110 CUT PLATE TIED WITH. roliNU Tiotl wArERPRoor N SECTION 111004 TABLE fl703.3(1). - SINGLE OR D UBLE 10 GAGE STEEL STRAP. S ;E VENT&/OR Figure 3.11)1) Ridge Board and Ceding Joist Detaii r CTOR -BUILT FIREPLACES SIDING MINIMUM ATTACHMEiJT AND MINIMUM THICKNESS } E CONTINUOUS RID(. DAMPP"0C1FINt3 TMs• W. 81904.1.'General.rwcicoy-built fitepinces shalt be ifsted and TYPE OF SUPPORTS FOR THE SIDING MATERIAL AND FASTENERS ': GABLE;VENTS &/OR METAL ROOF, 8406.1 Concrete and lnnsunry roundaflon dmnpproo0ng. labeled'and shall be'Imslydled In accordance Willi the condl- NOMINAL wood or wood I Ridge BOafd SIDING MATERIAL THICKNESS JOINT Fiberboard Gypsum Foam plastic Number or -+``, I VENT 6 HIP OR STIED ROOF. �� Except where fequired by Section 8406.2 to be watdrproo(ed, Mons of the llarGtg,Pnchny-built fireplaces shall be lesldd In TREATMENT ehuclurel sheathing sheathing ahealhln Direct spatia of (Inches) panel sltaathing to studs 9 I FUI_L•HEIGI IT S1UD5 foundation wells(hal Patein earth and enclose Interior spaces wccorddnco with UL,127. Into stud Into stud Into stud laslenera I •� Into stud ,.1 ADJACENT TO I IEADER .�.,_ ... Collar Tie (Collar Seem) and Coors below grade shall be dwmpproored from the higher r. SEE SECTION 81004.2 1lcarlh exlen9lnns.Health extensions o(oppi'ol'ed /' 11 (Located In up per third of . of(a)d,e lop of[lie fooling or(b)6 hrcltes(152 mm)belowthe Siding nail Siding nail Siding nail Siding nail ;j,( Rso2.7.5 ^s �P OVERFi[2Aj1gE,RATIJ R. Rafter attic 6 ace faclory-built fireplaces shrill be Installed In accordlnea with a J`I 1 3 Not FIRERLOCKAROUND p ) (see 3.2.8.1) lop of the basement Coor,w the finished grade,Masonry walls Ilia listing of the(i,epoce•The hearth extensloti shill b'e rgdd- • Steel' 29 go. Lap (1 /13 x 02/13 x 0/13 x 01 /13 x a owed stud Sp as'"i➢ PIPE _ �_ r" '--'- shall hilus not less Than /r inch (9.5 corn) Portland cement0.113" 1 I s spacing l 2"X FLAT VALLEX SEC[)RED TO EACTI _.�- . r -_ fly distinguishable ham the sunouuding -floor wren. Listed• I „( „r 4 HEADER- 2 O , --. nrging applied to the exterior'o�lite whit,The parging shall fie and labeled hearth extensions shall comply with UL 1618. • Slwple-l-lq" Staple-2/2" Staple-2 /4" Slagle-l-/4" (� -- - SEE TABLES RGO .7 1 . R AFTER W/(3) 16D NAILS. INSTAILL I 1 hl dampproofed In accordenep with one of the following: F Y nhlD Rso2.7(2) X 24"20 CA.1171 TAL STRAP t�RAFTER 11 . SECTION"1005 0.120"nail 0.120"nail 0.120"nail . 16 inches of i _,____-JACI(STUDS OR +" r . I. �ituminous cowing: (shank)Wi:h (shaltk)Willi nail . TRIMMERS �I ' TO RAVTER. �� •2. Three pound's per square yard(1.63 Icg/m')of acrylic FACTO"Y BUILT CHIMNEYS a 0.313(shank,beald n 0.313"head a 0.313" (tank)with cspecifiedenter or e • . ••_• R1005.1 Listin .Factor -built cllimneyq shall be lisfcd and Vinyl sidingor 16-gage head or Not SIAiRSVN' , Listing, Y Y WALL STUDS -. labeled rind sllnll be Ili failed and lenninnted tri occordnitce 0.035 Lap or 16-gage Staple(villi 16-gage a 0.313 bead allowed by the 14 SEE SECTION 8602.3 lis flUi[]tICANR G? he mm�ufncturel's Instructions. ( e S on 8703.1 ) P • '' _J . . modified'cement. se ecti I l g g ATN RAi TER. 3. One-eighth-inch t3.2 mm) coal of surftice-bonding rvllll t sea le with 3 I Section manufacturer; CLIP 1fr"O.0 _ g 1 /p to !2 Staple with " 1 Gement complying with ASTM C 867, "- "" - _ /s-to /�-inch inch 3/-to s/- 8703.11.2 insWctions iii SECTION 81006 ' i 8 x Ceiling f oust q. Any malarial permilfed for waterproofing hi Seridtnr .. C1OW1' ' clown I' inch crowns' test report`s( 'I F[.00R JOI T EXTERIOR Al"SUPPLY .l� CEILING 301$T r of ars t0 R406.1. _' itI006.1 Exterior'sit'. Factor -bull(or ntosoitr fire lwc� Wood rustic, 3 Face u6ilin SOLID BLOCKING rafters I Y Y P it / min. La g , I 5. Other approved med,dde or malorials. covered huthis cbal0ev shall be equipped with Fin exleihn ai�1 dtOP 8 F 8d box or up to 6" )! BOTTOM / !' ' Rxcepfion: Paigiq¢ of;unit-masonry -walls„Is,not supply Io ensure propor fuel combustion unless the room I! PLATE • __.___. ..-. . / . . r /31 6d box or 6d box or 6d box nr 6d box or siding nail v+ hs;i nate' FLOOR Jolsrs • ids GIRDER . Wodd siding Shiplap 1 per bearing;; _ •V."DIA.LAG MOLTS 16"O.C. required tubera a mnteiial Is approved for dh'ecl eppll- mechsnlcally ventllnled wad controlled so Ihdl the indoor. (see Seclion averago Lap siding nail siding nail siding nail siding nail (2!z"x 8"W;d .,° ' . DETAIL WTIERE GABLE O FIS ca , P e Is neutral o t chive. OVERFRM9ED ON'T'O MAIN ROOT' a I _ x 0.09 x 0.09 x 0.09 x 0.09 P 11 816 O.C. • lion to 11 a mbsonry, r sstire r'„ drs """"'�- Concrete walls shall bed mpp�oofed by applying any one Bevel- h6 O 1 le 2" end over,t I BFLOOR ' 'SIM SON'U210 ANGA Figure 3.10c . Ridge'Board and Ratter Tie Detail . . of Ihp listed deinrprooring meletiwls or any one of he wel'er- Butt lip 3/16 Lap 2 nails ;:! _ ., 8703.5) (�.. 9„) (2•,' 9„) (2„ 9„) (2., 9.,) S p sU . . . ale . .. e n R4 to die a --- ------- C4 RAC proofing m lists listed Sectio 06 2 xlcrior o[ per beadn.. FOUNDATION Ridge Board I.the the . .Y.1 I Wood atrucmral panel ' ' ZI/ „ 21/, 21!„ '_ SEE SECTION 8602.9 AC6 H SiDli 4X4 POST . " "pence 'x ------- CII S11 Ir(6X6 POST) 1 I CRIPPLE WALT_- . 11496.2 Concrete and runsoury foundation watei-prdoling. ' ANSI/APA FRP-210 3 f 2"x 0.099" 2 x 2 x 2 x 2' x 0.099" 6 ),I SILL PLATE -� i / • •• • ' /g- /2 Nola a 0.113" 0.113" 0.113". edges 12". i wherd n high sl alar table or other severs soil-water siding(exterior rade) siding nail d siding nail i . xtdrior foundation walls Ilial ee5ection 8703.5) siding nl s, at s, al r. up.*,i --- ---- ------ _-- . 11 Collar Tie (Collar Beam) In areas f I WALL STUD (Located In upper third of condhtons ere known to eslsl,c s J ng t d ng n ng n j . Ratter [.talo earth and enclose Intortor spaces end floors below ( - _ __- - -_ attic space)(see 3.2.6.1) Wood structural pane r2/2111x I 21/21 x'I 2i/2 x'I ale s L--�--- nnOsl ____._ . i \FOUND (o 11 Io of ( e Section 6 e 0. 0. i. . I;ade'shall be,wwterprocfeJ Gam the highs of ) to p 7 I Notd T,x 099" 2"x 099" 8"along lap aiding se / - !2 0 113" 0.113" U 113" . I'll 'o roofin or b 6 inches 152 mm below the to of the Note g aiding nail siding nail bottom ed99•, 1 IN.BY 4 IN. , . ( g O ( ) P 8703.5) siding nail siding nail siding nail •;f pIAGONAL BRACE ANCI IOR BOLTS EMBEDDED IN nsemenl floor,to lbs finished grade.•Walls shall be wafer-' I� LET INTO STUDS FOUNDA)ION a rT.O.C.MAX. - T-- -• an If In actor ance Willi one o(lhe foltowh, For Sl:I inch-25A min, t:, . �__ . G CORfIER PARI N S - . . . .. ' . , .n__ ' , ,5. d ,,v nr4o NIp rosr POR TT ROOr+ DE'1'AH� a Aluminum nails shall be used m attach slundna, siding. :5 vrsdaTrorm• . 1. �( 1, Two-ply Iwomopped(chs. b. Alu,ninuln(0.019 inch)shall be m,bncked only where ilia nrwximum panel width Is 10 inches and the mnrinmm Bal area Is 8 Inches.T'be tolerance(6 ---- ! it'2, rlfrq-five-pound(25 kg)roll roofing olumtnu,h sidin shwll be 10.002 Inch of tin nominal dlnp,nslnn. t1• TtOOF PITCH(SEC SE:CTiON -- ' g & ELEVATIONS). I - 74 � IT. SIx-mil(0.15 mm)polyvinyl chioil& ' e. Shall be or approved type. I1.f 'I _-` /AGQ . . . ` I.. d. Where used to resist sheat forces,the spacing must be'4 inches fir panel edges end 8 inches on interior supports. . _ - - , 4X4 OR 6X$WOOD POST A gla-nil(0.15 mfii)polyelhyleae., _ . .... A . . Ra f ter Tie h1,'t'` r e. Vertical end Joints shall occur at studs and shall be covered will)a John cover or Niall be calked. ?Tyr APPLYAPPROVED SHEATHING OR BRACE ,�V'm',F Q , (Located In (Ower third "L, . Forty-mil(I rural polymer-modi , EXTERIOR WALLS WITH 1 IN.BY 4 IN.BRACES LET f. Face nailing:one 6d crimmmi nail through the overlopping planks ai each stud.Concenled moiling:one 1 I-gage I /t-inch-long galy.roaring nail Ihrn;jft NOTE:A TI IIRO STUD AI•IDIOlt I'ARHTION INTERSECTION Z t,, INTO STUDS AND PLATES AND EXTENDING FROM 9"DiAA'i.GALV,BOLTS 16"O.C. , . or attic space) idp edge of ench plank at each stud In Ficco,dnrice with the vianufactnrer's Irislaltnlfor,insinlcthons. A 11 BOTTOM PLATE TO TOP PLATE,OR OTHER BACKING STUDS 514ALL BE F'ERMITIED TO BE OMITTED _ . + THROUG14 THE USE OF Wool)BACKUP CLEATS,METAL Vertfcnl nines,If sip eyed,shall bd ermined in be ewe horn studs u e lied river wood sintrit al anal sheathing. -( APPROVED METAL STRAP DEVICES INSTALLED IN 'STT{PSON'UZI0 ILINGAR 16"O.e'. �, S. J gg P Y FP P g' I -�+ ACCORDANCE WITH THE MANUFACTURER 3 DRYWALL CLIPS OR OTHER APPITOVFD DEVICES THAT I -. -••'• •"""-' ."' '•"---•_-' h with a menu•Ic urs,s in_tallnlion h,shoc „s n sheath g d,cr nadable subxtrs a anTraining total of s adman I q ,es or In , SPECIFICATIONS.SEE SECTIO14 R60 . . MATERIALS. S A UAIE BACKING TIE FACING Minimum fastener length must be sufficient to pe eirste lin n I d o m of / incl iicco dap'- 2 Ip WILL SERVER DEO FORT w __ �' k MI1TE s. Ili Ili G t tin `SIMIPSQN'H3 iTURRIGt.NE CLIP 16"O.C. FIGURE DETAILS �- --'�- 89115.1.2 Tce barriers.In areas Where there has been phis- FRAMING DET'AI�S %"DLt.A•(.GA i,\', '8.2.B SpecW-6 onnections \ ' tory of ice (tinning alOng the haves cadsing a bnckti of . .. _.•' . '3.2.6.1 Ridge Conllec(ioti ikAquirenlenls P g :r . . 12"'I.1 ..AL. . be instil designated u Table R30L2(I),an ice i n l;s;shall_ Tl1RU BOLTS �� '' FLOOR JOTS '' Ridge connections shall be in accordance with ilia r DECK JOIST ' Ir be installed for nsplutlt shingles,metal roof Shingles;min= i#equirements given in Table 3.G, Prescriptive sohitions eras-surfaced roll rliofing, slate and slate-type shingles, R}DGE.BEAM: for ridge straps are provided ill Table A-3.6.Where ridge Wood shingles and wood shakes.The ice bfin ter shall CO _ -�!`' i.: .I Generated b REScheck-Web Sof •=CiRDE • i' rtllac) "t t r not few. than n e's t 11 t to o it Iso r n two I t, of t o I' Y W all s r rafter c ere, , a r 1 they 611 0 5, s '1 mel t tete - e e t ed l n � are s t Stt,p5 t y I i g Y Y ed , . -` 1 :" . . loge( er, or n self-w eying olymer modifie Vit,nett _ -._.. ...__ ItAF"TiR '�l h ih p d t I �O m 'iCertificate ` I (. LXCIEP I TON: Ridge strfi�s,ore not required sheet shall be used in place of normal underluytenl and ' , 6.• t.C, I " p a n c e Cd)rACTI 51Dli(4Xd POST, rf I . . COLLAR TILE v; when collar ties(collar bennTs)of norninal Iz6 or . extend rioni the lowest edges of fill roof surfnces to a Point AC6 EACH SIDE.(6X6 POST)" a ....r. .r.. _ .s 'SIAIrSON'Pi144 FOR 4X4 POST 1G, not less than 24 inches (610 aria) inside ilia exterior wall • -' `ti 2x4 lumber are Iocnletl in the upper third of ilia . line of the building.On roofs with slope egtutl to or gretlier - 'SIA _ 'j'•' flltlC S)TaCe Fill(I 1I110Che(I 10 fflilelS Ill OCCOrdanCe Ihal1 8 units vertical til 12 Units horiztintal,ilia ice barrier - --- . "<I'SON'i'B66 FOR 6);6 POST w1l t ) 6. shall also be applied not less than 36 inches(9 4 tun mea �� .. Pr Project New Residence • ., I Tab e. , I t ,/ i \ ) � .. ..-._.._ suied nlong the roof slope from the eave edge of the build- . . - _ . _ - I `� o'e ance - JIM Ott - . .. ' • ., ASPHALT ROOT!SHINGLES(NA)LING 8905.2.5 &4 - I 1"11w,wifJE 10 GA.hIETAI,STILAB _ ATTACHMENT R905.2,6) OVER. , c---- Energy Code: 2018 IECC r I �I .. 'FCA[FOR NAILING _ N POURED CONCTtLT> FOOTING SEE TAu1.E A 3.6 V . ii RE uiilEntENrs. l5lt TELT(R905.1.1) OVER%"C'DX 1'LYWOOI) ;J, Location: Southold, New York , , Q SHEATIIING OVER RAFTERS(n1 16"O.C.(SF'.F,PLANS R.-TO Construction Type: Single-family IIURRICANE STRAP - H72; �' 'TOR SIZE);2"X4"COLLAR TIES rr 32"O.C.; (:FILING __- -- Project Type: New Construction '51hlPSON'HURRICANE TIF.OR I I/," . JOISTS @ 16" O.C. (SCE PLA-NS); i}.=Sia INSULA t TON, Sf p I tool Area. ft2 Area,• �/Y1 Conditioned F 211 CA.CALT'.STi_krPINC F PROVIDE1"AIR SPACE; INS' ALLICEBAttR11,1}. VL � ,�°�i'"�P 10% --.---I:- ----- - . /� �"I 5 e;•� �47 Climate Zone: 4 (5572 HDD) PORCH/D)1C�{D� ' R90S,t.2.__ --- ---- .___ .`,tc.-0.44.1 Permit Date: s TAIL __ „2"X VENT.EI) 13LOCKING _ _ ' fl METAL CUTTER OVF,R FASCIA '` i Permit Number: - .----- -' , • WALL to WALL ASSEMB. - _..-... .. --_ _- - .-. _.. - ------- .._....._-- .. -_-- ------'--- . -_-.._.----------_•---------•-- -- -- _. --- . . ' .".CONTINUOUS 2"•VEN'TI.NG SOFFIT. _... ...._ -- 1. - --- WTCM 3.2.2.2. _ {,.__ _ Construction Site: -T, Owner/Agent: Designer/Contractor: ,- ' �. N _ ------ ----- - _ Iva South STATING OVER.IIOi1SE WRAP OVER FOAn'f iNStILr1TION� '• �) '`�"� " 625 Cedar Dr' OVER CDX PLYWOOD Bl101t '/,"OS SIit;A'1'NiNG t East Marion DIVINE HOME LLC RAY DONER 1 rt \ f2 y RAY DONER-Architect i': ' • OVELi 2"X4"WOOD STUDS(r7f 1G"O.C. . ;;� I 7 N.. 1• 16316911718 ~. • = -- /�'�t :I .I•Gtr4+. IN•i.C`I ..._O.CJOP. ...: t _ RDARCHITE @ AHOO.COM I '(2)2"X:1''TOP PLATE .. /�'�P' (�; CT Y r • iJ - _ 1 !moi b{ ��L7C�-c�3+'�, t �) w •. `' I . 11/4"WIDE z0 GA. METAL S'T'RAP @ 16"O.C. . . ` _ . .. ti324tt,", s. i'Suw.""it aarra:w 'sY u ! r, :t f,....., + ,i Compliance: 5.0g/a Better Than Code Maximum UA: 417 Your UA: 396 Maximum SHGC: 0.40 Your SHGC: 0.30 It' . I The 9l)Better or worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. SiI�ifSON .I I I I _ �w=( It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. S71tQN0-TIE AC •.I'' . '1 --• 2"X4"CONTINUOUS ({», r#0 =�T'^ . . I... . I..N I STUD WALL.----- N BEi1RTNG BLOCK _...- • . . . . , 1�4 _ --- -- • . _ , s - -- __,. -_ , NEW FLOOR J TSq� D i - -- --- -- --- -- - --- - 1 WIAT;RL NEW SECOND 1 � �I- :• i- � , ;' � Envelope Assemblies ntO;:c-Tl� �'� Ii` i v _ I?LOOI J E INSTALLED -- 'a•., f EXISAl TTNG CEILING JOIST. ABOVE TRIS TIN TNG. R. 3a t`7 g i".JI (` Ji r I, -' • it�R Ire '$i SON STRONG TIE AC , d 'SIIw1PAON%STRONG TiI3 t�l " `� : ., Ceiling:Flat Ceiling or Scissor Truss 1,388 30.0 0.0 0.035 49 -1*•-. / y>"D.I.A1...ANCHo�2.I�OLT -- --- - ,_,'_ Ceiling 1:Cathedral Ceiling 242 21.0 0.0 0.04 1 'A"WIDE 20 GA. GALV.STRAPPING _ .i I. a Wood ram 6 o c 8 7�I<11 jy - -:zTA . _ .... . - ....._ ll..•. 1 --- _--.---=- ... - - Wall:W d F e, 1 3,078 15.0 3.0 0.061 168 _ ___.. (EACTI STUD)MIN. 12"BEARING ON .Z?C� r0VV; .;�� /- -- T .__.:-._. . ...�..- �`(-.Iz,�r• . VV/NIIN Z[IED N i a% . . : . . Window:Wood Frame, •• TnovuiEJolsr .'FRAMING. ' � QG. �L � • ` 324 - PAOV Ells 01,kT 6 �''F �6eJ^ �a'�, SHGC:0.30 0.300 97 INTERIOR luMlblsrTo 'h' ' I (ts_xr-om,,prL,p�(� !el . i- .rF� FF��.. N Floor:All-Wood Joist/Truss� - VJQ�� 412 30.0 0.0 0.033 14 ` ! Basement: Solid Concrete or Masonry 1,476 11.0 11.0 0.038 56 \ j Wall height:9.0' CAN'TILEVE ,�►s,,ff �wi �I.' W til g �` �` �� Insulation deow pth 9.p7 0, S'I'IDI)TO STUD <) ' CONNECTION T.J t _ 1 _ -- ---• . ...__-__.__.__- --- . . _. - . .. -- - - d • . - _-�___...._.... ._.-.. _... . _ - --- --- _. `• l • The proposed building design described here i sistent with the building plans,specifications,and other :%•.••• ' _.. d s c "-. y - _ r_,-••, _ _-I he perm t application.The propos d buildin has been desi ned to meet the 2018 IECC re uirements in INSTALL FIRE,BI_ACT�LNC, (3(12.11) - ck Vershon REScheck We to comply with the mandatory i calculations ons subm'Itted with t i - -- '.. -.. t REScheman a y rInspection q R=f INSULATION. i- - V __ ' requirements c I n Checklist. •- --- F . y11 GYPSUM WALLBOARD. --- -- -_--- - -- __-_ I r I 1, b andor e u is listed In the REScheck Inspe t'o1 I. - i . %11 PLYWOOD SUB-FLOOR SUEATUING OVER - S) N STRONG TIE A R 66 1 " (SEE Loon hL,ANsj, - --- _ i _.. r r - MUI& t i FLOOR JOISTS @ 16 O.C: (S1 1 k, '� _ ��� R, MPSO N TRON a BA�44 O l: . WALL ASSEMBLY i \� ' � rt TL1,SE 'I'O 8" ,; � ,r / Ernbed•1/2 dia. galy,bolt 7 tufo concrete.' p " Ta FbUNAATION ACQ(2)2"X611S . WJ __ Il WFCM 3.2.2.3 / -' POURED CONCRTTF FOUNnA'I'ION WALL I,��/0[t (1,� _ 1 / - �� `�-1 \ 8"CONCRETE BLOCT�.(TQP 2 COURSES FIi_.I.,I D •+ _4, tsl(In T7��7w ��� \ I PE4RITIG o N SOLID W/CONCRJETE& 15"MIN. ANC1UOh BOLT � 'rel '; (ice e'J' i . _11111EMBFD)tiIENT FOLINI)ATTON WALL 1 '/5/8"DiA. Qom' % /�� N i'1�T6 - ANCTIOR.BOLTS W1 NUTS &3"WASIIEIIS(rl 45" O.C. _t_ - - p� P "" -• �`- IT i 7 /�I7 dot noNMIJ d*' M ANCHOR BOLT'S MUST IIAVT MIN. 7"En{REDMEN'T, - I' fiuJ 141- t g AlVC1IOR BOLTS ARE TO BE PLACED WI'I'11IN.l2" r y d• FoR NeooeR . • FROM ANY CORNER& 6"TO 12"FROM'['TIE END �, % K �� oR I3�41i, : : i * -� it• r OF EACTI PLATE SEC'T'ION. ' , - IT a.' k INSTALL SiLL SEALER&TER1111"T'E SITiFLD. �6 ln"R. n I. n • t NCR.ETE FOOTING TCEYW Al'.k • REG,i0Rt37 +• POURED CO FoRl6r11. I►p , •`4'r z /11 RT,BAR. Ra10 RIGID 1NSTILA'TION([ ll I O n . PERIME'T'ER SLAM ON GRADE. . . I . ,'�� %r . .. If I M . „ ! I . A WTI IE. EW& EXISTING I OUI)A1'IUS h'IEE'I', ~` - - - - -' __ I _._ _... __6. _ - - - __. _ I " . INSTALL#4 Y COATS,D STUH BARS, i d"LONG .... :- _. _ .. . - - ____- __. -7 146•gl WITITRUIN. 7"I'MB ' INT. �� M� � i'__.( -: ._.�� l cduhl ER Nlrr-- g i . '+, R . -,__. --- - . i --_-- _-- RE�4[7EA tib r .'•4 ' '1--� . .FINISHRI D GRADE. . �.. `1 -=; I' . 'ljTl 1 .. - -, • ` �/. ''•01 •• FOUNnATION WA'I'ERPROOI.ING(K'i(16). I r ' - -- - �tardid�� I E. : ' . .._..._---'- IOTAN BASEMENT - 4"CONCRETE SI_.AB REiNFORCEn .--- ' nINIH. a , V P Ii EIVD W L 2 5/8"D - VV/Gfi10111 WELDED WIRE FABRIC O�L R(r Nlt[. A. O AT ( ) 1A,801 TS EDGED cd ' r1�, -� " � . B.ARIt.1.LR.OV ER COMPACTED FILL. CORNI+'.R STUDS (TOP&110'IT(ST1U - 'v' 11 H I 1 CT... _ i __' __ _ :.CTTIPPL]'sTubs A�iCi�.O . .. / ,'Z-GA.7IV l.il.iL,AL SLAB. '-c-.. -_ _ �' • ..... 0 0AUCIE I _ 5/8"AIA.TITR ADED fit COti.STRAP- 4-1:1 SEE rLAN Foil -,A, ROD�l'/VirA$TIRRS&TIUIIEAllER 81ZE I� ,•. 5/8"BOLT ' t, i If' ,� . I . .. , .. - ._._....-_ • . . ... .. ------ •• - _._.____ . . •( ' . 2i�4 STUDS FRAME or8NIN0 roll ., ___.. __ •' - AI ` ' " ;'' NEW KaOJIX)W Olt . - _iV •Irr 1 SOUYIPS N' 5B kxrenuortlx)on - IJ A; \'�� /,ICS i /�iC_� ,DD II ' . .. _ . -. .....- _7 - -' . . .._f I j 1 �. . ' SLAB ON GRADE . , _ ---•------ ! l _.. -------- = --- Rl D ULA ON ��-6 4"CONCRETE SLID REiNTrOBCET)\V/(,61010 1VF.I,UTSI)11'IRI?•I'r111R1C OVL'R b `� OSP I .t TIE lT . "�-"� - __. . � / . � `-- i•� „ r 7 'Ir, 1'T'i'f.:Tl4"'I'U • r 5T1v1P5 )N'STTkrONOTIELSU26-2 6' 4 (� ) 1/ /`_•• /�/-� ~.-�" .I •, R=10 x2 1.4. , 6 hiIL v AP012 BiumER OSrr_;R('-OMrAC'1 ED FILL. AT Gr),I. j l X SIMP .., STR_N--- -- it... -_ r f . .• D ' OVETZITEAD DOOR. AT PORCiI,DROP T.O.SLAiI 4"Biil.,0\V leINI-1-, l)tLOOR. - I'llI _ L95U 2. XI X12 - - - - - ! - _--- - - I . / rI'YP�CA L SVA ALL" . ...-_. Y.' „ zulMJoisr r� y I �� �� p I.,;!% RAY' DONER,ARCHITRCT: 1DRA:*NIG NO: MAILS. - '/2' 9�) 1) r r/x"$STB " • j - _"-r ,-- .,. Ir -O 1z , i. • i t �- a ARCHITECTURAL D{^SION. .may �C ANCf30R•I30LTu �L�i PLAJJNIIN[3&DEVELOPMENT& �L1� ILS /2 c' � \• ° ' INTERIOItQESiGN (�REPIiE E I ' 7�r u f . ' .. . ,� a UAVs F 1 iS'IDE 2U to GALv.sIRAPPiNc i A ISL A' llll�la4 }' 1� . �`�,� OUNI)ATION WALL (EACH STUD) i 12"B 'ARTNG ON r SIMPS!7N' TRONt3'I'IE LSU26-2X6 I6"O.C. r; r n_,/ RESIDENTIAL—COMMERCIAL,INDUSTRIAL •�•/ - 2 / .rte.-.-. .__..-. NnT]f,,;`1� R A1:1 METAI�'S1ila=NLIl�SLAAIB. = I ' . - ..-I.•.- - - M r �� 1 II;AIiz>Utir. 1 Lssv2a_2 lit 2xltl,2X12 LSTA18 Wl(3)e,l CO nJoN, , "° 96 RICHMOND AVENUE 1 I I ' t t I ' i r' r . ' " '•• I _-_ 1 1 NA1L9 LO ATI?D A7'EACfI END OF Sj RAP. J� �O �Z4ip Q� S. AMfIYUi1LLE NEIN YORK 11701 ' REVISIONS: =L MA,IyIU',VEACS JMI 1110 II NA1LJ.N '��.Z)�i�.r���)X))u, I I �t 1. (Bolh Slrnpl ung l:LSSU ora lteq�l rt Coili l A 5lmolural `9� �Q • s �41• ?.F+7-1 . 1 Ii;ItH(7 1L�)�VI'N - � ��� Aldife. HiitpiperManur.8pece, I i!4"Metal loge. F C��J (t�31)691-'17.18 FAX (631)691-1718 I ® I A.11 �a.�,,.� -1,S)....,. 1 t SiMfSON STRONG TIE LUS28 SIM( ON'BTRON(3,TiE HCP. Stthpping f N L Ent A�U, RDAR.G�#iT 4TC YAHQ!4,CQM ' ' (�fPnO ii � i .W sJ 1.1P 5'1 t I r. I . . y'.1!,ili Tr•1',l01"1';;YPi,a;'1„AI9;Ir',i,lil p;il„11,„ :e. ,III [•.11,� , . . • . . .. I , 'I r r:I .h•1. .f 'i. .. .. .-'.u.¢,, . • ' . . . . I,, it. �""�”' n.,l.' .1 '',t1'I+ 'II 11::1711' }[,17/II. .iu Xi p�•i i •HN I , :I: I!. ,r.,rt'I:L �_r _`1• . ..;.. `f i.r•,1.:.' .. .;:.1 ...I �' iii! :I a.♦•g; .{' :'. ,, ' 2. .3 Eaia Ga[Ile: L r air-perineeblc insulations in !'.Jt ' , !I rh . 840 i ' vented nttics,a baffle shall be lnslalled ndjacenl[o soffit i ATTIC IIISULAi!ON ” ""! il, 'I�' •h : st - . " • r /l i !'i 11!'' Ea" DIAMETER �_� �. e nal o . 1,i I t no e n it a iota __.._.. al rna 9 h I _ en es s g _ vtnts. B f P �, andeave � , greaser than the size of the venl. The baffle 'shall extend COIIlIIN0U5BEAD Ai11C (LOOK (RAhON(, . - _ _ - over the top of the attic insulation.Tlie baffle shall be Per- Or SEALANT '. \\ RIGID INSULATION "R-VALUE f UEPil I PER CLIMATE" -- - �f . . l . ; X X12.,"•41�G .X _ w misled io be any solid tnelerial. . ._ _ �'_,_ COMPRESSIBLE 9-AThERSiRIPPUIG AT PFRIM 6 of EIJCLoSURE.I: { i COrllglLIOUSBEAD _ _ ,.(' R402.2.4 Access haldtes and doors.Access doors from I - _ _ _ - ' ' "!i i I ' OF SEhLNJI _ _ - __ SITE BUILT,ATTIC ENCLOSURE ! MECI IANICALEY SECURED I' `.1.' II ; -- -! 4 io conditioned spaces to unconditioned spaces such as attics 'T - F E WHITE - - _-._..____ --------------- - -- --'- r , - _ end crawl spaces shall be weathers tripped end insulated to -- _ _' i RE LEC71V tt the insulationon,thesurroundingsur- —C011lIII000SbIII.11MA1 �. -I—CERINGGYPSUMDOARO ' s letel equlvalen o cowitlu GFOAMAT REFLECTIVE RED faces.Access Thal'prevents damaging dr compressing the WINUOWIOFOA AT ASAIRBARRIFA I PANTONE a1a7 4 - l a,• pi l �- hell be rovided to ail equipment. Where COl1Tlt'ilMsBEAD' l' �/ insulation s p T ��. , loose-Gll insulation is installed,a wood-[ranted or equ!Va- OF SEALNIT . lent barile or retainer shall be installed to prevent the .__ -G011iII11IOUSBEAD , c ace - - .. . loose-rill Insulation from spilling into [he, living p OF SEALANT � ... __.. ._.... _. _. • when the attic access Is opened.The baffle or retainer shall _ _ _ - _ _ - - - -- - - ---- �--CotII111UOLIS MIIJIAiAL . t. . rovide a permanent means of maintaining the installed R- „- , .: I. P EXPANDa16 FONT AT: value of the l...___iii ___u Uon. _.,_.. ..__:. -1____�__-IMLIppWllhll(AS tMWUOWFERIMEIER MECIIANICAL LATCH TO PRESSURE . . - - - - _. 8402,4 Air leakage (MDndatory). The buifrfhig rfiermal AIR BARRIER I . ant,clape shall be constrircled to 1lmlt ear leakage in occur- .. ....,___.— _- —- • _. __._..... SEAL hT WEATIIERSTRIPPIIIG f Secllona R402:4.1 through COIIf111U0Itsm la _ _ _____ - - - _- _.-- ---- • dance with the requirements o - ,- q 1 EzPnlrolllG[oMIAT 2 ✓� r . .... R 02.4.5 _ : ..,. . �. TAI. T� +� - . , WIITDUWPER e The buildut ilei- ` , ala g , , - � , R402:4.I.Buhding tbermei env p - • mall envelope shall comply with Sections R462.4.1,1 end . , ',corrilIIIQUSBEAD rA • 8402.4.1.2.The sealing methods between dissmular maters- < OF SEAlNl1 _ —WIIIDOW UI1II AS \ .. w orditferentlalex enslon,indconlreelidn. .. CON111JL1(IIISBEAD NRWRIER. . ll -MAIIU CI! t - PULL DOWN 51AIR els shall allo f P L '. I O �\' 1. r ,i rq, I . . I y, � r OF ADIIESK. CoiniflUOuS fIIMAL A Fa A,`' - ' 11t 1[402.4.1.1 inslallatton.The components of the build• ' >!� � -CUIITFJUOUSBEAb t . ing themeal envelope as indicated in Table R402.4. 'a - SEALNIi - . / WNDNDIN ERIMNAT �. ` . t _ shall be installed In accordance with the manufacturer's � WINDOWPERIMEIER /.`' ` � ��(�~� instructions and the criteria indicated In Table 8402.4.1.1; es nppliceble to the method of cbnstruc-' f COIJiIIJIIOUSBEW o \. % __- , ems. p ' . - - .C- or sEnLANr lion. Where required by the•building ofliclaf, an „ . - ,� - .--. _ __ _ --- onents and COIJIIAUDII�bEAD n -h^'' '" 1/Z'S -�_�a� I thirst art sliall inspect all comp AIR.SEALING AT ATTIC PULL DOV41 ATTIC STAIR v ' I . STROFCE i ....geF! . :.j :.'�.-_+_-:_ "t�/I. ��/�Sl '� . appyored _.... -- I I ! FY ! P .y verifycompllance. �" rA1DIIESIVE. _--.._ .J...__.._ ------ .- �__--COIL EAU The construetiori type "; f [NY] 11402.4,1.2 Testing. The building or'dwelling , orSEAINII . atilt shell be tested end'verified e8 having en air leakage CON1F'BIOUSBEAO .'i'•• designation Shall be er hour.Testis OFSEALnIJT'' 'iI","II","111","IV"Or e'V" i tete no[exceeding three air changes p ,. g . uCttOn �� r ..� shall be conducted in accordance jvith RESNETACC cDNTFI00055LLSEALER (OAM SEALANT - - ' dicate the constr �/�f 71-�-' ,, \ ` \ . ' ` EXPANDING cl ssification of the i_��" ��- /Q fT.h 3W,ASTM E779'br7CSTTvI E182Tii-nd'te(ibtlElJ �/ \�. iLILLWIDTIIOf ig11)U51L. _ - _ ° < : OOF SI(YLIGIIT ,i '; h r FOR TRUCTURAL - -- . __ - 50 Psseals).Testing shall be i �' E s t u DESIGNAT N ro.21nch w. ( : '' AlLA5:' �'' �.: - +-ROOF RAFT 1T true are ode 10 S T T� ressure o g - FOLIIIDNIDNw ,wl� � .����� ✓�/ P section 602 of the BCNYS performed et any time after creation of all penetreiione �y AFrBARRIER .. ..\� t� B E E ATE of the buildin diatoms errvefopt. E _ g \r\�'. C01ICkEfE5lABAS \ C01'I1111I10U5B no. ''�` R!GVALUE%il CKN SS P R CLIM . COMPONENTS THAT ARE OF �.. \/ . During resting: //\' . a BEALNI( T ^ '7"��'^`�/�.. . TI ( I AIRBARRIER .. 5_ . . �• -- - \.%\• e P a ° .. I. Exterior windows and doors,fire lace end stove .\ ■ FRAMIN NCLUDING ..... . : '•''� - J BUSS TYPE CONSTRU •'doors shall be closed,but not sealed,beyond the ,:� - ��- tL : GIRDERSrNDBEAMS �� ��, H./;_�. eslit''its or other Infilttelion . .' e. ° %\ ... - - - - --..-_........,-_.._.,-__--_._'_---____..._-- - •-•- -__-._- .___,. _ . intended weath r pp g _ * s ��\�~�� ;/ COFICEPIUALAIRSEALIN(iSTRAlEOYII. . . . -._._.._. ._ ,._._ " ._. :control measures. � . • . /<. •; ° '.: �\ \�\�.>,: ; UPPER WALL5EC1101J � i, ROOF F . - . ... _ . ,. ,.: EXPANDING FUAM SEALANF F �`c -�NT' e� �/4�` -� "�'7 2. Dampers including exhaust,intake,makeup air, ,� CON111J0005 B U ■ saRsr RAMING - %�� berikdraft and Nue dampers shall be closed,but •l\ ,.�%>,� ��/�� _-_._-_- - . . L MIN ---^ -- - - -- .%'�" OF SEALANT (�� !� ,"l` � ' hot sealed beyond intended infiltrbtion control .:;CoNCEPiUALAIRSEALING- S_ �1 AlEGYII „ . � �IT[ . ' LDWER WALL 5.01611 . SFR F OOR AND ROOF FRA G i measures. , :,';'' STANDARDS AND CODES _ _- -- • 3. Interior doors,where Installed al ille time of the` INSTALL SIIEAiIIR1G AT ANIC - -- test,shall be open. . . - - . r for continuo s venrilatian systems I'I. SIDS•O(,SKYLIGHT 511A(T' 4. Eilterior dao s i il. . . 'I.;I;;'s:l�.�i+ll'iI � I'll'' I!'tai l!,,r.::a'1�.:hIQ.1 I1 �,9;]p, . . and licit reco,e ventilators shell be'tslosed end ' r f,;,0 ,-111' i' i; i I i 1 14 I',nl�: '',I, gsta I li ', . . ry - Itl,Igc +':". 1i'u.yil: ,"'• 'i• 1I'`'� I sealed.. •I•: 'I .:— •� � ��'�Cf I i,' 1,1..u,.� � . . , , SI(YLIGIIT SIIAf. '.`,.' ',l.I I,I.v i., ,CAVITY IFISUP I I'' . .. S. Healing'bnd cooling sysl6ms,.where Installed al . • ;;J; • , u,.•vww. .lss..+:nr..+wr...,•nii�4i.wlYi+ - r a' .�.-�' Y.+ ri - w w.Yesr,.r ,r- arr�Yw s - --._-___-_'-.-•,s'---. - -- h /Z �•�,� - _ cam` . I/ !A.' i. .�+_ ` ; . •• dQ. •,Q �.�.` e 1,."P { 1 .., ti ,.1. 1.• .�Q S,o,t .-��,!`� .�-. A0 ,,..� Qt• a,,� t =' :7 ` R . " ♦ • y I , - nt�r , 1 l�fs(� BASEMENT/CELLAR <� \„ • ! .�b - r- `t..o�+/� 4"CONCRETE SLAB REINFORCED W1661010 AVE, R'IRE 0 I ` O .. ® �/ Cil FABRIC OVER 6 MIL VAPOR BARRIER OVER COMPACTED LL. V Je 777 1lop -- - �, _s mirolz 7, — - .-T =X QS A-75,0/ 7"' I +• A `• • _. .^Q t� •41, l t ). `, p•. •1 ., ` •7•:: r' ;. t 16 a S- •:} r '44e.4-y'-`eoG. Fl aired��p I 20 (M,oc� cb . _- , •. � V �� 'sem-.�a•cv�'� ,� ��-�-..��'av � �.�•- . . —�1'• o '� _. /� p2./ ` ` 1 SLAB ON E / `{ 4"CON TE SLAB REINFORCED 111166101011'ELDED WIRE FABRIC OVER O ' Z { 6f, I,VA,I'OR BARRIER OVER COMPAC�'ED FILL. AT GARAGE,PITCfI4"TO I � EAD DOOR. AT PORCH,DROP T.O.SLAB 4"BELOW FINISHED FLOOR ' _ r_ _. ...--_ _- ._. _ . I j tl 1� N `�j,// S'yrl�_.T� W R® t� a� 1• '. W I�k I�•� 1 f', s. Ll pisse 16 ' �/JG r_S;'' --�'J�•� STtJ4S` I'���®�' M Lir 5*10 14 w.._. - -- -- - l S t` l 1 �10 o ` - �.� .. ;, a �` c • � ' tOf .3 .: .. 1 . (T�di`T� o►c.3 j,_.T��Glo_�,-'•-f'`�.��n�iCr"f-�)_!°•,,�P. cNi-F . .... .:. ...... _ .......... -- • .. - `;}.�.1';�,�-�"�I p�-.�_..._.. . . �.,,f��..:t,.�T-" t-••,,tee--'1 --. '�' r�ca�n p �Z i..E::.:.:. t ATS� _ 1 _ _ ^� oNctl�Jot/ ,� BUILDING DEPT _ T0tNra O.FSOUTI TOLD _ I Er �tiRE d q,� d Z5 �..D'4R AR. S. M/�TL�o../ ti C? ���NU vO 2�� PLAY DONER,ARCHITECT DRAWING NO: ' i ARCHITECTURAL DESIGN * INTERIOR DESIGN - _ , �• DATE: ' 4 PLANNING&DEVELOPMENT ♦ ( l l-^ �� „ ' �� tiO 024aON �� RESIDENTIAL-COMMERCIAL�INDUSTRIAL ..� •�'7- Z� ! . 95 MLLE, AV 11701 . REVISIONS: LLE, NE ----_-_ ___...-__—' --•- (631)691-1718 FAX 631)691-171$ OF NEW � s AMITYvi w / MAI4 RDA I I • ------....__...._.. ._ �,: E _., RCH T�GTGmYANQt?.G(? � •,��r� ._. .,waN.vM•*:,- ,,,„rhvw+,Ahn„rrw.•.,.....s+b*Y+1.ari. +.•..u...,n+-»..tl:eyWw+:..:,.1..wao.+llK!'1M!,y�,,,M•r%w+♦.•w.4.F.,R+,yl�.,«..r...,..pMw;Tlymn.,+a,.+:. .. .• : •. : .: , I : ., •.-. . •+.,, w ........ ..._... ,:,- _......., .••...... __..•...,. ,..,..wr ... _..-.. .. _ ...�, --.+w,•`- "-,.-:gyral>«--..T,.,.��,•...-_--'.•."« ••;a+w. ..^,.•.«....'-.,»...,,_.^-.x. -'-..,,.-.-,,..,..» --- --- -��------^^^',.• ,' I ., ° -I'c.••-- .�.: .rt- ..,.,...�•:.:_',.:,_. APPROVED AS NOTED OCCUPANCY O R DATE:_ B.P.# Z�5 USE IS UNLAWFUL FEE.� BY: � WITHOUT C ERTI r o CA LF NOTFY BUILDING DEPARTMENT AT �� OCCUPANCY ���P� C tl 765-1802 SAM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED,--CONCRETE 2. ROUGH 'FRAMING & PLUMBING 3. INSULATION COMPLY WITH ALL CODES OF 4. FINAL - CONSTRUCTION MUST NEW YORK STATE & TOWN CODES BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE AS REQUIRED AND CONDITIONS OF REQUIREMENTS OF THE CODES OF NEW SGS'SOLD TOWN ZBA YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. SOUTHW' TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES Do NOT PRpC.ED WIT N.Y.S.DEC FRAMING UNTIL SURVEY 'UNDAOFHAS BEEN APPROVEDION TRUSS PLACARDING REQUIRED „jiver-n CEFTIFICATION L N LEAD CONTENT BEFORE _ RTIFICATE OF OCCUPANCY must provide Manuals SOLDER USED IN WATER D, J and S as per SUPPLY SYSTEM CANNOT dower door NYS Energy Code EXCEED 2/10 OF 1%LEAD. and ductwork testing required. PLUMBING ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING eECuuLVWeffM,~ %W Fire separation required as per NYS Code RETAIN STORM WATER RUNOFF All exterior lighting PURSUANT TO CHAPTER 236 installed, replaced or OF THE TOWN CODE. repaire`1 shall conform to Chapter 172 of the Town Code 1 . A,�. .. . .----------- _ _ .. _., _ . 0 _ . t,r EN E itA L, N01"ES. . I. '1'111:SE;I)It:111'iNGS Ilr\VE 13ELN PREPAR ED B1'"TIIE'UNDERSIGNED&TO TILE BEST OF TILE UNDERSIGNED'S KNOWLEDGE,BELIEF& Table 3.1 Nalling Schedule _ ( � SURVEY Off' PROPI:SSH)N;11,][iUCiAIi?N"r:iRE iN COAiI'L[ANCE Wi'1'II TfIE 2020 RESIDENTIAL CODE OF NEW YORK STATE. 8301.1.1 DESIGN CRITER[.a • ,•r;• Number of Number of.• . f y. \, C L R _, AN\1 OOD CO[1NC,IL 1\OOD FR21A1 NSTRUCTION MANUAL FOR ONE&TWO F lolnt Descrlptlon Comnnon Halls Box Halls ! Na115padng Tattle 3.5A Top and Bottom Plato to Stud Lateral Connections .EX�Osure .�'� , _ ._ _. __._ - -..--.- - -- - - - - - -- -------- D1\T.l.i.1N(r. I C ) OIR L0171ON. ,,,:: , . for Wind Loads - - -- - --- - - - -- - -.... ,, z.,.... ,.. �.:....::::. ... ... •-`'`- ;;ROOF FFIAMINIG, :?i: .p : ,:.....,:J: ..-,I u...... ....... i., T /1T AAIILY LttJ..1 C(\' 'Ad 2 L Wlu t� MriP of ST N1ARI�N (Prescrlptive Nternative to Table 3.5) '( A 2. :\1, I P,C'1'lir\S NO'f 13Ei:N 111 1':\1NL'D FOR S[IPi:R\(SIGN OF PROJL'C1';OR DESIGN OF ELECTRICAL HEATING,VENTIL ATION,AIR Raker to Top Plop Plot.nailed) (see Table 3.4A) !see Table 3.44) per h iter HI GHP i INT AT A _ CONDiTI(IllINO OR Pi T TNIBING WORK. LICENSLi)CONTRACTORS TO INSTALL WORK iN ACCORDANCE WITH 2020 NPS BUILDING, r oast i SECTION TIYO see Table 3AA see Ta61e 3.441 PeJ }'I.L1hi131NO,MI:CHAN[GV,.IND PUL'1,(TAS C(U)ES. Celling 101st to Top Plate(Toe-nailed)• ( ) 1 see Table 3.94 each lap Celling 101st to parallel Raker!Face-nailed) (see Ta61e 3 9AJ -, ( ) _ Ceiling Joist laps over Partitions[Face-nalledl (see Table 3.9A) (see Table 3.94) each lap 700- r.Wind 5 eed �''. TESL HOLE FILED JULY 13, 198# erne Y P 110 115 17.^_, 130 140 150 160 170 160 195 �03? � , FILE No. 7755 t rr+ �]" Clockinto after(To.crll-dl.) (see;'abd3.6) !see Table3.6) p SITUATED A" 3. CONC'IMAT'.14'ORKSi ALLCONFORM'1"O'1'i1E2020RESIDENTIALCODEOFNYSCHAPTER4SECTIONR402,R403ANDTABLER402.2. Film Boa d oRafter[E-nallele :_16 2-16d each end � 3-secolul gust(mph) S, 131 AR POI INDAT'iON SI'S'fEAi ON 11NDiS'1'l1RBED SOiL,MIN.SOiL BEARING CAPACITY OP 2,000 PSE.. STEP CONCRETE FOOTINGS& film Board to Rafter(End-nailed) Z-I6d, 3-15d each rod $tdd � .. � . vEi,:. II el ht ft u Ger o t,z ••..+u t._.,.,.�,r::,.;.,:i:;,,,,:.r.;,_'I:ep,;e I :'r':�::::,<,,;:•.n,°:r7..,;;:i a,q--sr;..; 4-41sl'µ r 1�'•ee-- . • �-4P, t •• 5`-ca" 391- N 1�-c " r,,F,,,�• Sag.�.�s' �'f � 6 " `-� , ., + F^' �, _ . . � l P� �t Tire � T — .. 1 Q�,.,�' ! 1�'` .�}' tt7 t' ,�„ � I '^ ( a� �N Z�$ •.�,�s%$ � \ 2�., ���it4?1' r ���2��. Z�' p% � ♦ . le- _,.c va y � �t��1�• �i 11*-�°!' T1'r•� o � �.,.fQ' (�'c>rp �.16t r,e� , ��1 �� �. ` •�►' f Q�4 i`" �,�tt.. • '�Z tri A �° Zen,p.�Tf w 1{ N - -_ p flat - - _ x / __._...__..__...,_._.0 _ \ i ' l ISO ry, 14 S(7 to __._..._.... .. G _. .-------_.. — TVA .r �'► e'•° +.ii: � .t p P. - r 7A'-pnICA-'I-, Rd �i �U y' l 1 t�= I " s� I !�•�p•` �`+ � ,` �'�541, �t�' �s!1 �A� �� + dv r ` ! • i x �� n , �t i 3 �" t� o Ree�.l 4 - - ',� ,��p •LaG W =Olri 1 J R Q - `x b --- •�, 4 1!a 1 • Mme: „ ' ( 4 / h, --�, - �r,� ,� Ur•1.�.. 0 INC 0 '�....% t1� 1 ♦v1 �' ! ♦ I , 1. N � N A :97 .._ gf ^^ 1 DIRECT VENT GAS ZERO CLEARANCE ,�!�T • � �`► ".��.I •+,,Q+ FIREPLACE 1V/36"011ENING&20"IiE H. /Vt/1 Z � � + •^'�* �, .� � •t yr 114 - ryA PIS AS 4 +n. Q � I � r•O �� 110 11 �� 2�8 1 T r~!s.m Tol e�,•`�� _ , •`,- - - t for 140 19 e_ 14 TIN kV, JZ 4.1 1; N 111e,µ - . ' I( ti i 0 11 I ll l p t h t tii I a a iTr ' �, �/ _ A 60 14 040" ST � Ile- I 01* jqfz At ' k V tJ "` � . n x� � ` • , ��,,M, �.- - •e a s. i .. • 011 - _ - - --- - c�Q./ 1`..�:. RED q,qc�.J� F !ate ;- .A57'" • \`� pNUp y� .�.7,- RAY DONEE, ARCHITECT DRAWING NO: ARCHITECTURAL DESIGN .....•-o —.___ f � � - • INTERIOR DESIGN ' •.Lti 1 � PLANNING it.DEVELOPMENT DATE' t It �--I 61�a°+r•+(�m ' � I `�� • r ���N�� �� aio�ll� �� �O 024aQ�` RESIDENTIAL-COMMERCIAL,INDUSTRIAL "/ 7 :�� y� 95 RICHMOND AVENUE REVISIONS: F!' '41\,4: 3,(6 1 . OF NE\1 S.AMITYVILLE, NEW YORK 11701 �"" _I- car' — ' -------/14:��,.I�--�"_._ __... (631)691-1718 FAX (631)691-1718 .. EMAIL: RDARGHITEGT@YAHQO.CQM .,. ...,...,..._, ..-..-_._•.,..•.,,..-.-,-,.•.m,..,....,.,.. ,......,.r.«�-�+kms,�,-......_,,.,,,..,•,........., .......�.,. � Q M,. ..yRenn"R"'_. ._c-^-t.,.r+1rts"+'mr..Yf,^^.r-.+.,,P..�-„•••'•n'.ww.,_ .- - r�rawtw:..r....•-usawa�w:,�,,,. W,,=' ,:__—.v,.,� Ana' .. � ' _ �J� :.�' �i M • 91 pp JA r� ,w C NkC' a 1 _.w,...._._....a,._.,.•.�.._..�,. i �' ., ,.. ,,.ill;,: . .'a° .__- _. ., .. - . . . - - ,. - - : . _. _ I `ham l', .,�� � - wa Tom,,..,.,, ..,,.>,-om•_,....,.,._,.,.._. . .,,, wa••y„-,a.M..m,,,-w•w-,..-.-.,..,...gym,,, � '" , .i.r.. - - ._._. � •,..•www»w,m,w.m.•.,,-„•m..r.�.w.,..�+,�...,a,••„n•,.i-...,.."•.,r^+i^r••..-.a,..+•-.+..,..-.-..,•._..,.._.,,.,:....,..,..,--._•.-.-,-..r_._. ' I O 1 •.r'.rmmna.,+.nn,artn,,.nr..cw,=n,.:.'-.,,,.na-wmmm.rna,.m.:,r„ee„m'uxe..,,-,a..a,rr,,.,.,.:...:am.•_..,,n•.,•,,,,.,a�mm,m,w-r,..:mm,r. + � 1 , � zo 417 _ � n � � a-- - -, -- a„�•..r.�..m„m ,_. .„wm�ww.. . _ � ! BASEMENT/CELLAR < - T� -.. .-"+-mm,.Iv- ♦ ..j/:- •� /•' . _a.r,mman..am>to•.nwaaMSm,,>.amn,•_✓•wM'nm,.w.mT...•.,...v,_wn,.•m-.a.._w._a.,w.�Tw_wn•�,�w.n,+rt.rn_wMnTNu„mm_.�—,,w.,.am,.,..a,-Mm.r-'rwT.,,-w,mm.na_+a,.r.a.m..mm.,Mw.,,n.n..._n•_-,rt_..'•�..:.1.,•,I•.-•,w.r.*.n.,w--.u-n.,nnr>,.'+'nYwm..•,M—m�•m..mw,•,.. v _ �mw�_•:1 Al �.m..�..d' r�$_`teta•+r„a,n - _ � ..--.wm,m,._...•• -rr. .. .. l ►`` 4"CONCRETE SLAM REINFORCED W1661010 0 IVELDED W-IREb E � FABRIC OVER 6 AlIL VAPOR BARRIEROVTR COAP1CTED FILL. 10-1 jr , . � R . -; '' ;°`. ice'�. •tl l rJ Gi. 6�' w - :A G T '�f(” ' .,-...-„,a..._a..,----- _..._,..,_.. - _.,,,._..._.n. _-..,,___,,,•,._m-,.........,.......,..._...-.. �;.�m ^�..... �----^—.-w.w....��,� Y�=,:•T�u.-��••.��c+�;.•„-�-:,>,.-,�,:,.�r„' �q.,.•r;»-^r-,•arra»,—.,.... • e Y _ 'A 71 _._ � � I .�.n,.M,:l,.,,..;,-x.:,•..w�..M.;..,.,r:n,....,.:.,,„,.,,>aa-,.;:.,.,:.;m,,.;..,,r ...T.::.r..4',..,-•.,,r�.m ,.._...,... - ., 1 � � ` .♦ v.n�.v�>,,'cum'rv,mn•,�.c•,c...-.,,.�.:,.,,.,,--._.,,..,r,..,.,,,a,...v,�Rw,....a•,.,,1..'.- ,. ..""n” ,..,,,... ,. ,..,- ,, ........... .. ,., � _ •,.,wMn„>,..wpm.,,n.:.._,.,.r.K-„:,w.:,•.m,,,r.,,. w, . .,., ,.. .. .,�,.�^.,—n.,.,-,-,� �.,.m•.•.T, .�,m.m.>nen>,^mr:,:mm „-..+,•.•,,,•a.a.m +_-•_.„i+.-...+.,.�...SIriC;:.x, 'mrwm'aw,n•7rrM,'.i»rnrc�grnre.r i, �,. 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AT PORCH,DROP T.O.SLAB 4"BIi'ELOFINISHED FLOOR - -- -. _- -- �� T �� '!.✓/s��� \N 10 r, ( �y lex t�•" 't Irk M I b IZ I /ply ~ter , I (� i 5"D � I �' • j R t 9 - 'S" t4 � t 14 ?! - — • �j 'e o 1 Ja �S��.y �t_J�.� _ti< ...j k'F�Jcc-! �c�1n`�- tNi�� =• - ___ ^,4C - - - - -- - -- - _ � /�•�� F t✓�,.•c(�� Y' M � -fin -R-s IF I I I �..PiAR T. Q. M/1TL fory - I NDD, ti I RAY IDONER, ARCHITECT DRAWING NO: I i ARCHITECTURAL DESIGN n•3� s: INTERIOR DESIGN DA TE: PLANNING A DEVELOPMENT � RIALRESIDENTIAL-COMMERCIAL-INDUST j 024'8 95 RICHMOND AVENUE REVS- IOl N'7S-: • OF NW S. AMITYVILLE, NEW YORK 11701 - - -=---------- -1 r - -- - AI RDAR E Q N — .: V,� Ic :.. �T�`_..{E7:-.".� :� ._.:......... ..- - - --- (631)691 18 FAX 0631)691 1718 - 17 • '�.� EM L: CHIT CT YA. 00•COM I r.»m .. •>r ,•,.aw.-�,.♦.-...•,.,w-•..�..,•,....aa-.•.w.-.�, .- ._ . .-,-,a.�.--,�•...•_•,.....,.w-,.-.....,••,,...a--- ,rww.w.,.,.p�,;.,-.a�,w,r,�•-.__,...R�-,. .....w-- .... 1 ,..,. ,.y m•na .�r.r.-<;.fi..,..,,r�,,ba,:. �r .s�•,. .. "...mew- ..a.�.,. � � r .. i .. .. ... � ..�, �. .,• � ., .i, _ „ �- - -Rc-- -- -- --- - ---- . .._��,. .--,ri«�+„�y,°*"""'q ,.,,�.-...�mow'". ,�r�p,,r„`,,,p.�.a.,_.=,gtp�•� ,-^ ,!v '.. "�' "P'ky? -^.�ilL'�r'S'"' �F X S'«. <, ., � ..rte,..,.'..�w »c. r>.,.•. w,:9.wrr••.•--.-.�P.y,,.,,- .,r,en.:apv,.._ ...,,,,,�w.,M,;. .w+mm. --•"�"'w'- '•^i•+i.ar.�---- „+ ",i.A•-..:pT-,....-- \ � •�P. ,- :'t"i! .. .._.. ..------.._.... _.._....... _.._ _ 1 OR --- ""'' -" SECTION R406 CUT „ f' I JOIN S R i SECTION R10D4 TABLE R703.3(1)---______..._.____._ ....___ _-.------------- SINGLE OR DOUBLE 16 GAGES TEIEL STRAP. SrF EC710tJ 11602 3 2 IA,(,FI CONT'TNUOLL",RIDGE VENT'c&IOR Figalre 3.10IT Ridge Board and Ceiling,foist Detail FOUNDATION WATERPROOFING AND FACTORY-BUILT FIREPLACES SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS �� TOP PLATE SEE SECTION 11602.6 1 � USE SPLICE PLATES DAMPPROOFING o r * . R]004.Y Gencrnl,fvclory-bath fireplaces shall be Haled and TYPE OF SUPPORTS FOR THE SIDING MATERIAL AND FASTENERS GABLE VENTS &/OR n'TETAL ROOF R406.1 Concrete and masonry foundation darnpprooling. labeled`and shall be installed In accordance with Ilia condi- NOMINAL wood or wood Ridge Board SIDING MATERIAL THICKNESS JOINT Fiberboard Gypsum Foam thinplastic Number of ; VENT lit IIiP Oil STIED ROOT. Except where fe aired b Section P406.2 to be wale roofed, lions of the listing.Fnchn Mnih Rre Incas shall be tested in TREATMENT structural Direct `� �T p q. Y TP 3 Y p (inches) panel sheathing sheathing sheathing shealhln� to studs spacing of j - �-- --FULLIIEIGI(TSIUDS i tL foundation wnlis that retain earth and enclose Interior spaces accordance with UL 127. Into stud Into stud Into stud tastenars and floors below rade shall be dam roofed from the higher Into stud { ADJSCENT TO 1(EADER "- - __-----(Located Tie (Collar Beam) g PP g R1004.2')carlh exleuglnns.Hamuli extensions of appiored I SEE SFCTIOH ERFRAnIE RAFTER. Rafter' (Located in upper third of or(n)The top oftire fooling or(b)6lnches(152mm)below.the Sidingnail Sidi ng nail Siding nail Siding nail _;} _ Rsoz.7.5 j OV at ace factory-built fireplaces shall be Installed in accordance will 3 t 3 FIREBLOCKAROUND I :• space) (see 3.2.6.1) top of the basemen)floor,to the Finished grade.Masonry walls Ibe listingof the fireplace.The hearth exlensiori shall be rLdt- • Steele 29 a La (I'/q"x (2 /q"x (2/2"x (I /q"x Not Same as"•i PIPE sltnll helve not less Htan p/r Inch (9.5 ram) Portland sealant I g ' P 0.113" 0.1 13" 0.1 13" 0.113" allowed sold spacin 2"X FLAT VALLEY SECITREI) 'T'O EACII _. . , _ fly distinguishable fiom the surrounding floor area. Listed pacing!. larging apphrd Io the exleriorct Ills wall.The parging shall be and labeled hearth extensions shall comply with UL 1618. : slap /q" Staple-2/Z" Staple-2 /q" Staple-1 /q" SEE 1At3LrS 8602 7(() RAFTER N11/(3) 16D NAiLS. INSTALL t 1hl" -/ dnm roofed in necordanc.with one of the following- --- -- AND P602 7(2) X 21"20 GA.n1fETAL STRAP(�RAFTER PP C g• 0.120"nail 0.120"nail �-JACK stars OR SECTION 81005 0.120"nail 16 inches Dull !"�_ 1. Bituminous coating.; � (shank)with (shalik)with TRIMMERS ' TO RAFTE It. FACTORY-BUILT CHIMNEYS (shank)with 0.120"nail center or as' • a 0.313"head a 0.313" a 0.313"head ,"e head or (shank)with Not specified'.I SIMi`SON / 111005,1 Listing.Eschar built chinas shall be Ilsred n 1d Viu I sidin or 16- • � 2. Three pound's per square yard (1.63)cg/m')of acrylic modified'cement, labeled and shall be Installed and tenni nnled Iri sccbrdauca 0.035 Lap or 16-gage a 0.313 head by the -- --- g Y Y1 l Y g 16-gage WALL STUDS - IAINRAFTEA;, �' - - - (see SectionR703.11) s[aplewilh 16-gage allowed SEE SECTION R602.3 I►SHIIItT21CANE 3. One-eighth-inch (3.2 mm) coal of surfdce-bonding lvhh the manufacture B inslrvclions, staple with 3 I Section manufacturer -._ f __ _ 3 1 /x-to /2- staple wish I 'cement complying with ASTM C 887. SECTION 111006 -` /g-to I/ inch inch 3/8 to 1/2 R703.11.2 instructions oil _ Ce11tlig joi,t 4. An material permit for water roofln in Seclilnt crown ' I, b test report`; it FLOOR JOIST EXTERIOR AIR SUPPLY crown inch crown )I CEILING•FOIST Y P P B SOLID RLOCI(IIJG parallel to 11406.2. ItI0U6.1 L lariat air'. Factory-builC or nntisvitry lite Isco 3 Face nng;' rafters I 5. Other approved methods or maicrials. ' x l! Wood rustic, nn Lap I 1 pP covered i this chelpter Shall beequipped wish on exter for si P " :^,'; P • n 8d box or 8 Exception: Pnrgin¢ of ihinit masonry walls,js,not supply to proporlrnel combus ion unless file room i is 1 neilt -. LATE GIRD Wodd siding /32 6d box or 6d box or 6d box yr 6d box or aiding nail widths, FLOOR JOISTS ",•''''arc'ur4.:,. •'n•"` "' required tvhere,a materiel is approved for direct appll- mechanically ventilated end controlled so Thal the indddrF Shiplap x per bearing;; BOTTOM •• ER ,I '• ., ,.�a a n a ( i. ,u i i,r,�i�i� � ,r _ .1,..DI A G"O C. (see Section average I.ap aiding mail siding nail siding flail siding nail (21/2" llET'AIL WLIERE GABLE Rog FIS cation to the masonry. pressure Is neutral or pvahive: 8"widtlis A L G DOLTS 1 ."",-"- -tutu-..�._.... 11703.5 (2"x 0.099") (2"x 0.099') (2"x 0.099") (Y x 0.099") 0.113") F , 'STAIPSON'U21D iLINGAR 16"O.C. OVERF1tAN1 ED ON'CO MAIN ROOD Concrete walls shalt be Jmnpproofed by applying any one ) Bevel' /16 and over,a; SUBFLOOR Figtire 3.10c (Ridge IToard and Rafter Tie Detail Staple-2" • of lhp listed darnpproofing malenals or any one of(he water- 3 2 nails':. 1, Butt lip /16 Lapbearing 1 r rOUNDASION proofing materials listed In Section 11406.2 to ire exterior of per ; _ A •• ' ------- CRIrrLE WALI. C4 EACII SIDE 4X4 POST file wall. --- I SFE SFC1101411602 9 ( ) Ridge Board , - Wood structural panel 21/z"x 21/z"x 21/z"x 6"panel ------ I AC6 LACIi SIDir-(6X6 POST) 8406.2 Concrete and masonry foundation waterprdofing. ANSI/APA PRP-210 g 1 2"x 0.099" 2' x 0.099" 'r SILL PLATE -� f \ / / Note e 0 113" 0.113" 0.113" ed es l2":'' I -In areas where n high r4aler table or other severe soil-water siding(exterior grade) B 2 siding nail siding nail g i Collar TI8 (Collar Bears) siding nail siding nail siding nail inter.sup. conditions are known to exlsl,exterior foundation walla Ilial (see Section 11703.5) --- ---- --- - (Located in upper third of , I FOUI1DATION Rafter retain earth and enclose buerlor spaces and Doors below Woodafructm'al anal 2/ x 2/ x 2/ x L----_- - - -_-_____-_._.-_ WAU_STUDS \ attic space)(see 3.2.6.1) "„' - - - - P i z" z" rade shall be waterproofed from the higher of(s)the lop of la sidin 3 I Note a 2"x 0.099". 2"x 0.099" 8"along.., 1 p g(see Section /g- /2 0.113' 0.113' 0.113' I e fooling or b 6 inches 152 mm below the to of the Note g siding nail siding nail bottom edg9� 1 Irl.BY 4 1N. /j 1• g O ( > P R703.5) siding nail siding nail siding nail DIAGONAL BRACE ANCI TOR BOLTS EMBEDDED IIJ Basement Door,to lite finished grade. Walls shall be water-' LET INTO STUDS FOUNDAI ION 6 FT.O.C.MAX. / T'`roofed In accordance with one of the following: For Sl:1 inch=25.4 mm. tf PORC11 ROOF DETAIL )P/,. I,. CORFIER At ID rnR I I I ION POSTS , � oma e , Aluminum souls shall he used to attach aluminum siding. aAsuaaO+•■aeaarwe■■sm t�Auera,■ . I. Two-ply hot-mopped fells. 1 .J400F PTTCTI SCE SECT'101V - _ b. Alulnhhmn(0.019 Inch)shall be unbncked only where the maximum panel width is 10 inches and the maxinium Rat area is 8 inches.The tolerance ( \ i''2. Fifty-rive-pound(25 kg)toll roofing: aluminum siding shall be+0.002 inch of the numinnl dimension. t7), r t, a ELEVATIONS). / lti�. Six-mil(0.15 min)polyvinyl chloride. c. Shall be of approved type. _� ��cQ r d, Where used to resist shear forces,the spacing must be 4 inches M panel edges and 8 inches on interior supports. _ 4X4 OR 6X6 WOOD POST 4 Six-nil(0.15 min)polyethylene, -•• •--- - - - _ .._ R a f ter Tie !1,1'" e. Vertical end joints shall occur at studs and shall be covered with a joint cover or shall be caulked. h APPLYAPPROVED SHEATHING OR BRACE - `�cv; Q. j (Located hT lower third t'G,($. Forly-mill(I min)polymer-modifledasphalt. L Face nailing:one 6d rnmntnn nail thou h the averlo in tanks et each stud.Cuncenled noilin mite 1 I- s e I1/ inch-ton alv.roans nail Ovou ft EXTERIOR WALLS WITH t IN.BY 4 IN.BRACES LET ie;';', B: B PP B P g' -gage 2-inch-long g g g•.1 INTO STUDS AND PLATES AND EXTENDING FROM NOTE:A TI IIRD STUD ACID/(hK PART IT IOW INTERSECTION y"DTAT•I_CALV.BOLTS 16"O.C. of attic space) Idp edge of ench plank at each stud In necoidnnce with the rdanufactureh's Installnr;un insinictions. '�' BOTTOM PLATE TO TOP PLATE,OR OTHER BACKING STUDS SHALL BE PERMIT IED 10 BE OMITTED , _ Vesical Dints,if staggered,shall be permitted In be awn fiom studs if n lied river wood structural anal sheathing. APPROVED METAL STRAP DEVICES INSTALLED IN THROUGH TI IE USE OF WOOD BACKUP CLEATS,METAL 'SIMPSON'U210IblNGAR 16"O_C B ) gg P Y PP P g• -"r ACCORDANCE WITH THE MANUFACTURER'S DRYWALL cirrs OR OIHEil AT'PROVED DEVICES THAT h. Minimums fastener length must be sufficient to penetrate sheathing other mailable substrate and framing a total of n minimum of 11/4 inches or in accordant, SPECIFICATIONS.SEE SECTION R602.10. WILL SERVE AS ADEQUATE CIACKING FOR T I IE FACING tri" _ with the manufacturer's installation hhstmclions. MATERIALS. •--- 3.2.6 SiDecial CtTlitlections _ 19115.1.2 lee barriers.In items where there has been a his- FIGURE 8602.3(2) 'SIMPSON'H3 HURRICANE CLIP 16"O.C, tory of ice forming along the eaves causing a backu of FRAMING DETAILS '/,"1)1 AT,1.GA 111. 3.2.6.1 Ridge Connection )tnquireinenls P l2"TYFiCA L. r' Ridge connections shall be' in nceordnuce with the wafer as designated in Table 11301.2(1),an ice battler shall THRU BOI,TS ' FLOOR JOIST F g be installed for asphnit shingles,metal roof shingles,Iain_' �_ DECK SOIST Tegi irernents given in Tnble 3.6. Prescriptive solutions eral-surfaced roll roofing, slate and slate-type shingles, a.RAFT BEAM. Generated by REScheck-Web Software i' for ridge straps are provided in Table A-3,6.Where ridge wood shingles and wood shakes.The ice harrier shall con- , CTRDCR • ; \� •Straps are used, they shall attach to opposing rafters, silt of not fewer than two layers of underlayment cementer) con- RAFTER. rr iogelher, or a self-adhering polymer-modified bitinnen �"'■ ■ I' EXCEPTION: Ridge straps are not required sheet shall be used in place of normal underlayrTte°l and Compliance C e■ �., �C ale C4 EACiT SiDIr(4X4 POST) (' AC6 EACII STDir.(6X6 I'OST)� r COLLAR TIE a when e011ar ties(collar heanrs)of nornhTal 1 xG or extend from the lowest edges of all roof surfaces to a point r ;a u not less than 2 f; 2x4 htmber me located in the upper third of the l inches (GTO mm) inside the exterior wall - --. ^' line of the building. 'SIII3PSON'PB44 FOR 4X4 POST , On roofs with slope taf,t tom greater �!Z 'sil%irSON'PD66 FOR 6X6 POST mllic.space and allached t0 rmfleis in accordance thorn i3 units vertical in 17_ units horizontal, the ice barier Willi fable�-3.6. t shall tiro be applied not less than 36 inches(914 non)mea- -'- _ �. sated along the roof slope from the save edge of the build_ - \ Project New Residence S3�/• .q Ing. �fi •RID GE --- ASPHALT ROOD SUINGLES NAILING 89115.2.5 & 2,1"1'/."WIDE 20 CA.ML'rAL STR-vr A'CT'ACTTn'IENT R905.2.C,) OVER f Energy Code: 2018 IECC '~ ♦, SEETrt11LE:\-3.6 WGCht FOR N.AILiNC POURED CONCRETE FOOTING REQU►RrnrrNTS, i 15#FT.LT(8905,1.1) OVER C'DX PLYWOOD Location: Southold, New York r� I SlIFATIIING OVER RAFTERS(1 16"O.C. (SEF,PLANS Ft C2�ZrKlO r q. / '��3Type: Single-family l 3� , Construction IIURRICANE STRAP - II7Z FOR SIZE); 2"X4" COLLAR TIES(r 32"O.(.; CEILING � Project Type: New Construction -- - -- --------- �.;Zl q�r6M s"j Conditioned Floor Area: 3,212 ft2 'SITiPSON'iIURRiCANETIE Oil I ''W' � JOIS'T'S(n) 16" O.C. (SEE PLANS); R=30iNS1li,ATION; 2Il GA.CALF.STRAPPING L t „ ��- ---- - � • �' (� /��!^`!Ie Glazing Area 10% -------- ' i PROs II)E 7 AIR SPACE; INSTALL,ICE BARRIER. AI'�I)5,1.2. 7 fii1K -Fl 4 ( 572 HDD),e Climate zoo • 5 D PORCH/DECK DETA.TL Permit Date: - 2„?C VENTED BL,OCI�T(`(G - �- - Permit Number: h METAL,GUTTER OVER FASCIA --- ----- - . . ... -WALL to WALL ASSEMBLY - --- :. ,�.._ c._•` :- .... � _.... .... -_ - .::-----.. -...__.._._.... .__. - -__ -•--... -. .-------.' --- -- •----'--�" •- --- .-- - ---- ---- -- --- 1 CONTINUOUS 2" VENTING SOFFIT': '----- .. - ! - - _... - ._. -- WFCDI .2.2.x.--- T / - -.. --- -- - -- - -- --- - - - - - ; N v South/ ---� t , ___ __ ___ _ Construction Site SIDING OVER IIOT)SE WRAP OVER FOAM INStILA'CtON Com= O " 625 Cedar Drive 5 tit Owner/Agent Designer/Contractor: r DIVINE HOME LLC RAY DONER u „ PLYWOOD t ++ ) 511 E.AT ATI East Marion , O�JCR/: CDX rCc/OR .p (.S �1'f� � RAY DONER-Architect OVER 2"X4"WOOD STUDS(r'f, 16"O.C.(j�^ 16316911718 I - -, \\l t'Z cJa3Q{Z' SOV7ID f `9.��. �. I RDARCHITECT@YAHOO.COM ` 4 1 r (2) 2 X-J, TOP PLATE I r 1 1/4"WIDE 2(► GA. METAL STRAP fig),16"O.0 ' O - u r i' eUSad` air$ D?J. '',`a`iaaN X ;G. 1 ',''�'a`s'iSk; '06'r4?� l�- 1 Compliance: 5.0/"Better Than Code Maximum UA: 417 Your UA: 396 Maximum SI1GC: 0.40 Your SHGC: 0.30 '1 The%Better or Worse Than Code Index reflects how close to compliance the house is L%sed on code trade-off rules. SI�ItsON 1 l �.�(� It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 5171QNO.77E AC - 2"X4"CON'T'TNU(DLl9 fZ.;J?r,0 ?�• siMeggy :.L /% STUD WALL: N BEARING BLOCK -- -- - - - - -.�.- --�- ---- --- , - - -- ----- -- -- -,-- Envelope Assemblies NEwFLooR� _ '�� _. - ,1 En - • D ' f�, wIAEILE NEW SECOND n:at.G-TSE R FLOORJ INSTALLED - i ; • ' ,,. '�..G.QL13�"t..1.� `•'....:JI�7. .a-=arty i i O - ' ` "Sp, t' i'y':'�' � •,+'+13 ,'k`, , . R^ 3 f� $ :, l ' SityI SON'STRONG TIE AC ' ABOVE LNG. ��.. ,; ' w'� ..s`k,,�..-,� r*..`; _•.";;.t ' EXISTING CETLTNG JOIST. SIW90NI'.S:TRONG TiE iI1 Ceiling:Flat Ceiling or Scissor Truss 1,388 30.0 0.0 0.035 49 - -'- ----- - - 4' Ceiling 1:Cathedral Ceiling %t"DLA.ANCHORDOLT. ^1 Vi"\VIDE 20 G �. STRAPPING Wall Wood Frame, 162 21.0 0.0 0.048 1 A. GAL,\ � / 11 . -- __ _ -_ } D.C.o•c• 2 ._ VV/j12IN. 7"T NIBEDNI�NT (EACII STUD)MIN, 12"BEARING ON ��� �v + �� Gr�'� - _ �� �-J�� ------------- - - e 3,078 15.0 3.0 OA61 168 Window:Wood Frame r InowuE]olsr FRAMING. `� �. 324 -__ pntici:rts ATG'+`� r'`T�l���ZZ e • � SHGC:0.30 0.300 97 r .. 1N"TL1tIOR n�l,llolsr7o ' 'i 2 ��P (� rzp �(2�� pF� -� Floor:All-Wood joist/Truss '. f� 412 30.0 0.0 0.033 14 - I FLOORJOISi'" i -"' Basement:height:9.0' Concrete or Masonry CANTILEVER �t 7 4 g 9.0' STUD TO SCUD Depthelow grade: 7.0' 1,476 11.0 11.0 0.038 56 CONNECTION '1`.1 t Insulation depth: 9.0' �l _ { ------ - _.. Compliance Statenproposed l ant The ro Dsed bwl m deal described here Is consistent with the bulling tans,specifications, and other --' _ ` ' - t RES deck Version with k e permit application.The proposed building has been designed to meet the 2018 IECC requirements in , ons c - eb and to comply with the mandato requirements listed in the REScheck Inspection Checklist. 1 it i? INSTALL FIREBI,OCT�TNC (3112.11) ._..-- _ - ' iL='�INSULATION. -'. � _. _ �_P Y mandatory 4 '/" GYPSUM WALL BOARD. - � x M"PLYWOOD SUB-FLOOR SIIEATIIING 01'ii',It " r IF FLOOR.JOISTS(Da 16"O.C. (SEE FLOOR PLANS). --- 'S11vti'SON'STRONG'CIE ABA44 OR 66. is WALL ASSEMBLY - ,x ' (2)2"X6­ I IJ.,SECURED"I'O 8" ` � / Embed 1/2"din, gRly.boll 7"info concrete.• it To FOUNDATION ACQ 5 . C \1 - -' POURED CONCRETE FOUNDATION WALL&/OR O W FCn'I 3.2.2.3 �:�l� �,tr� 8"CONCRETE BLOCK('T'OP 2 COARSES FIi,LE,D 9 Ian(In t D♦�^���� ♦ � ' F'�F�4EtI1TG I N SOLID W/CONCRFT'E& 15"MIN. ANCITOR BOT;I' +ro 'cam _ iG/I c al ( PL;ar6 i - - _ EMBEDMENT)J OLJN1)A'fION WAiL Vi'/5/Il" DIA. N Ii R BOLTS W/NUTS& :3"WASiluTIS n.MI5" O.C. n i A C O O .• ,' ••11�11411-NH� • � ANCUOR BOLT'S MUST TIAVE MIN. 7"EMBEDMENT. r n ,� FDR NFaol ANCI(OR BOLTS ARE TO BE PLACED WITIJIN .12" ' ; oR eeeli ;� r FI20nT ANX CORNER Ac 6"TO 17•"FROn'T 'I'IIE END _ ` d iOF EACIi PLATE SEC'T'ION. f ` Risin"ROD n INSTALL Si LL SEALER &. TERMITE SITIEL,D. 4 A• ' 4 ETT FOOTING, KEYWAY& �` tp RErat11R� n POUTIED CONCR FDR tan]1/z i►p g`9 r (2)(1-1 REBAR. R=10 RiGID INSULATION Q p PERIrJFT'ER SLAB ON GRADE. n R'TT�-i EW& EXIST'ITJG F'OTJIAAT'IOS n1EE'I', .-�_.�'-. -f1T I•Q�'J..�-- -�-F•l F=t...�-....._ ..�.1/�-.�..-�/ •^ ^n f.c.�'-t"-- b . ' n INSTALL t14 Y COATED SI'ITH BARS, 14"LONG - - co ----- g' WIT'II MIN. 7"En'1R I, �,N7'` • J/�� ! / ., `I � s1 'tl-IRI4DF.D Rot?" .. l '+ FINISTIED GRADE. _ '�' � i FOUNDATION WATERPROOFING (1000. (� nRnriur t i I�IBTdN�E h r • ' - n IBTAN -` _BASEMENT - it" CONCRETE SLAB TIEiNFOR(.ED HINIHUti Ya - VU/6611)111 WELDED WIRE FABRIC OVER 6 Mil,VAPOR .EIVll WALL _---- ---- _.2 5/8"D � FOGS a ce ' ( ) Ili.BOLTS CORNER STUDS (TOP&1)0T'TOn - 1 BARRIER OVER COMPACTED FILL. U vl A �,T�t �y A �+�; - -F1tf�Yt L51P21 C�1G-2"1t'4 �SLAB. _ .:.CRIPPLE STUDS ti 111� •�1�til�1, U'� :I IL 5/8"DIA TIITLEAb1 D _ 1 i/4"MIN.20GAUCIE , t, COIL STRAP­­--e o SEE PLAN POR ROD W/`VAS$ERS&NUT IIEADER SIZE h I N 5/8"BOLT'' I f.' - r 2z4 STUDS FRAME OP6NIN0 OR I ---• -- i r I 'SIn1PSON' JQDSB II NEW EXTERIOR OFR EXTERIOR DOOR •r !A pA i HOL.DOWN _. _ PP � •.il SLAB ON GRADE b r,ro ANGAR ( - __ / ✓/�/� a �- L.C.. --. - R1 D SULA ON .t -a 4"CONCRETE SLAD REINFORCED 1V/601010 AVi"I'DED(VIRE ItAllkl( UVisR g r 1 �-- „ ur 6 TILL vAPO)2 BARRIER OVER C'OT'TPACTED FiLL. A'I'c1kItA(;E,PIT UII 4"-1-0 ~ I 'SIMPS )1V'S'iRONO TIE LSU26 246• 'SQvJI'SON'STRCIN TiE fTRC22.: 3+ rye• OVTRiMAD DOOR. AT PORCH,DRO1''CO.ALrUI 4"BiSLO1V ieINIwiH'. )FLOOR. - LSSU Z Xi XI •i / _ � � ! 2 X8 '1 Dz g ' L U ,q Al TYPICAL WALL SECTION - -.��� RJm�I.TOISI �� ,� , ,ARCHITtGT. D 2A WII`TG NO. a y 'ri r �` RAY DONER • I - '/2 " _ SSTTI 12" - ° r �. ` 1 r, h -► /4RCHITECTURJr1l DESIGN 4- & DEJA.ILS . /2 ]. (ILEPIU,SL I ' ,' C' ''Nil( 1 JIJVCT30R•BOLT tom( (' i * ° INTERIOR DESIGN' I '/." 'SDE 2U GA GALV.STIZAPPiNG i ': rc 1 PLANNING 1f.DEVELOPMENT p� f'•. FOUNDATIONRp " 'SIMPSON TRONGTILILSU26-2X6 16"O.C. ` f RESIDENTIAL-COMMERCIAL_ INDUSTRIAL ALL (EACTI STUD))IBJ:lZ 13k`ARTNG,ON 1 � T. f r-.2 I - NMIL rI?ILAI.�L�A11TTA1�__S111.9�pr.�S N 11�1NS�daISn FRA.Ii�o�GG ) _ -- --- ;- Cf 9'5 RICHMOND AVENUE . LSSU28-2 B,2X10,2X12 LSTAI B W/(7)Sd COMMON. ) �I � � RE�S�QN.�• 1r' 1 /l ` _ IFR - j srrnlANltr st'z�C .r�cn��l:�NA�a aN��ISZ�1I1,' C��l'14, --- i��; I NA1L5 LO ATPD AT'FACIE END OF 57nAF. p p Both Slra n In l4 LSSU are ile d Caili l slnlatt i 02�� S AMffYVILLE NEW YORK 11701 " ! ( 1 I� 8 d � � \; � _ yo r I TA - ) I / -WAIX ,� Ridge N Manur. /4 MelAl �� �) (631) - t s ���,��� ail phi per 6pece, I 1 20 ga. �� G91-1 T18 FAX (631)691 1718 i 1,0 T O, N )ATI )N - (N15) .- (NTS) °". SIMPSOi4 ST ONO TIE LUS28 SIMP UN'STRONG.TiE HCP. Slna tin I N 4 R PI B __ • EMAIL: RDARCi-11TEGT@YAHQO.CQM , t ,.,,, yE;.,,.�,...,,s,*•�.•,.,.m.a...,�{pry^vR...,...w.. ,-•.-,-*a,>+Rt4,•t,,.�.�.,qrr<...x.�aee„"c,. ,....--.-.,-....,...........r�-".. _ ---- ■ �.�...,�.,.+.... ,........._,..,........-..... .,...-.....r' ._.., I : t: i n: i,•PI';i: Ic: If 'I II+.,-Tll! II: II ,1;!.7i!:, . Wit_. r+l';a II 1.'hl 1 I:1,;: 1, - .n Kar+.,. �;T?f J;Ai&fi"r:r:^�Irf l ' -- I . --.---.- -,- . I' :� j...,. ..; i,,1,"y�rl�_•I"i''I ';t , ! :I: . :t; i. 1 :i--.- '-'-. , I ., ,rte„ T r_-__' i:r+q..-• - . 8402.2.3 Gare Gaftle. Por air-permeable insulations in i ;;'I 'I:1!1 I,II i 11 I"fl +L. i'•! 'vented attics,a baffle shall be installed adjacent to soffit I, I,I. . and cave vents. Baffles shall maintain an opening equal or a ATTIC IiISULA110N ' ' ,' ! greater than the size of the vent. The baffle shall extend i�I- / - """ 1 671 DIAMETER �-7 over the lop of the attic insulation.The baffle shall be per- s � COIIilIBIOUS BEAD / _ �J� AMC FLOOR rRAMING _ - - - w I `` milled to be any solid material. Of SEALAiIi / . RIGID IiISULATIOiI 'R-VALUE/111"111 PER CLIMATE" M ;: : - -"- -- n,>,- - /��� ' - 4'f zf ax �lz 'l ll''G - __ fir''-!g COMPRESSIBLE wLATNERSTRIPPING AT PERIMETER OF EIJCLOSURE '' ' ' K ' 8402.2.4 Access hatches rind doors.Access doors from CONllll!IOUS DEnU ____ o; I 1 ` _ conditioned spaces to unconditioned spaces'rich as attics Or SEALANT / _ ___ _ _ RF ! Id E WHITE - - ----- - -- -__ SITE BUILT AT11C ENCLOSU ECIIANICALLY SECURED ') II i and crawl spaces shall be weatherstnpped and insulated to T = =_ _ a level equivalent to the insulation on the surrounding sur- -CONIIIIUUU5MII1@AAL - __ REFLECTIVE M_ =_ I g EXPAiM11IG F NU AT _- - T--CEIL 11 IG 13,MUM BOMDAvz�/z faces.Access Ibat prevents damaging or compressing the REFLEOTIVE RE insulation shall be provided to all equipment. Where 1hIINUOWPERRAEIER ��SAIRBNTRIFR r pANTONEads7 s loose-fill insulation is installed,a wood-framed or equiva_ GOIJIINI)OU$BEAU _ 1$1 len[ baffle or retainer shall be installed to prevent the OFSEALAI( -Of SiTNIAIII BEAU1�1 40 loose-fill insulation from spilling into the living space - `I-I= - . - . . . - t.- when the attic access is opened.The baffle or retainer shall fir- Of SEALMII - - - -- _ ___ __. provide a permanent means of maintaining file installed R- �CONTINUOUS MINIhIAI .' I value of the loose-fill insulation, -__-. ._ _..----------___ . .. .. ... WIfIDOWUiJIf AS EXPAIIAMOMM R402.4 Air leakage (illandatory). The building thermal AR BARRIER I NBNDOWPERNFIER VMECHANICAL LAiCIT TO PRESSURE envelope shall,be constructed to limit air leakage in accor- SEAL AT WEANIERSTRIPPING , - -. , it dance with the requirements of Sections R402.4.1 through __"-___ - - _ ____ _ _ _ __ _ -_ -" ' 9 g COiIIINUOh$idIIIIMAI . • // xo C 'I r :::•: ±I'il .R-"-02.4.5. -ti'laIDIIGFOANAT - _ _ 8402.4.1 Building thermal envelope.The building liter- WIiIUOWPERR,IEIER �! 0 ta T 1 trial envelope shall comply with Sections R402.4.1,1 and I JUOUSBEAD �``\~ - t N of PY CONI -1-4// j R402.4.1.2.The sealing methods between If mater;- ?✓� Or SEALANT -y II IDOWUNII AS \ /� � 111 als shall allow for differential expansion and contraction. j< COWIINLIOUSHAD NR BARRIER --MANUFACTURED PULL DOM STAIR v I • 1 •r _ ! R402.4.1.1 installation.The components of the build11 - , OFAUIIESIVE �, ' O\\ t l r '-'i /' t a in theromt envelo a as indicated in Table R402.4.1.1 I C01111MIODSBEAp -CLRNININGFOAMAI �' �, './41 •!h . tc•'• .i t5' ° 111 Z i _ t a ' f H g P EXrniIDINGFonT.iAT �. ! fag� �F shall be installed in accordance with the manufacturer's f . OF SEALANT / /> 4 : Is H i , kl instructions and the criteria indicated in Table ]- ! WItdUUWPER11.1E1ER v e i R402.4.1.1, as applicable to the method of construe- 1 CON1111110USBEAU - - - �•AAPS ' - Q - ' tion. Where required by the banding official, an �_ Of SEALANT o \ ` \^ �� /,,!..7��--h�� -� Y C/C approved third party shall inspect all components and _-- $� - -___-._, - -. ,-_ ______---- - 1/2" �l% j'�i I c.c_ /vt �r� Yl ��c r verify compliance. }� CONI1NUOlISBEAD AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR STROKE + �-Of ADI IESNE - 1.- COINIIIIl0U8BEAD -- ...-..-------- - _ .,..-. [NY] R402.4.1.2 Testing. The building or du,ellirtg "- -- - The construction type unit shall be tested and verified as having an air leakage CONiIIIUOUS BEAD OF SEALAIIT rate not exceeding three air changes per hour.Testing .\ Or SEALANT' - designation shall r shall be conducted in accordance µ;til RESNET/ICC- `` CONiRIUOUSMSEALF-R >< to i°LII","Ill",t °e1 con tru t ° _ to indicate the constructionZC: n__//> 1 380,ASTM E779 or7CSTM E1827-and lepoited-At-a [. \ � ) /EXPANDING FOAM SEALANT f .2 inch vv. 50 Pascals). shall be ��/ �; TLRLWI01110f AIUUSLL (�� / ROOF $I(YLICIIT ��_.- -`I� 7WRO - _ . Z �N�� pressure o 0 g ( ) G _ per Corned at any time after creation of all penetrations - FONIDAiIDiMAILAS i \ - Classification of the Of the building y t;mel envelope, %%�; ARTBnRRIER '`�7 . -ROOF RATTER structure under DESIGNATION FOR.STRUCTURAL .!'T � / / S RIGID IN section 602 of the BCNYS /� r ; �.\ colICIP iESLABAS COMPONENTS THAT ARE OF During testing: .;'�/ IIS Co!I1R1000SBEnD R-VALUE/THICKNESS PER CLIMATE .� ' II .' / . 1 AR BARRIER \��� DrsEnlnllr TRUSS TYPE CONSTRUCTION I. Exterior windows and doors,fireplace and stove \ 9 e G -- '_ -' ors shall be closed,but not sealed,beyond the / '\/ . FL - - - '' inlended weatherstripping or other infiluetion \' • a ���� ��%'\, .' ■ - -. ._ �-4 T F-' - - • i CUPICEPIUALAIRSEALIIJG51RAlEGYU ' ,. n uF>h OORFRAMING,INGLUDIN �/4,__r_- do ll �r control measures. , f\�� �� �":� AI EGY + ' '-EXPANDING FOAM SEALANT ■ GIRDERS PND BEAMS _�5 /(� �r✓�� f fi7 %��\\�:, � r RWALLSECT1011 _ .. _ Y . 2. Dampers including exhaust, intake, makeup air, 1" � - p I\ �\�i\ CDN111J0005 BEAU ■ u "R" ROOF FRAMING backdraft and Nue dampers shall be closed, but ;\ „, , ,, �f • . \ ��/ , GF $EALAFIT /� �! _ - -- . not sealed beyond intended infiltration control -,COIICEPiBALAIRSEALINGSIMIEGY11 / _ BUNIN 10i1 SFR FLOOR AND ROOF FRAMING l-� (measures- LDV,'ER\NALLSECI _ _-. 3. Interior doors,where installed at the lime of the - 1. . • STANDARDS AND ODES -- - 1! test,shall be open. INSTALL SIIEAiIIING Al ATTIC - - 4. Exterior doors for continuous ventilation systems !,l i I. ;SIDE Or,SI(YLIGIIT SHAFT- and heat recovery ventilators shall be closed and lS 1'`'11 ''I + ,(!,1`11 III I i. 'fl iI ! b tl ,i,: I s - sealed. < r II ti �'I I I.: I• ,; I I I a I r 'I i 1 1 - . . 5. i-xeating and cooling systems,where installed al i SKYLIGIIT SIIArT. I:. r." [he time of the test,shall be turned off. J / „Ipi,'i§ I j ?{{ ' CAVITY INSULAROIJ 1 - - - - �I.; � JIVRT 6. Supply and return registers,where installed at the ,I'. 1' - i' •11i, ATTIC111JSULATION time of tine lest,shall be fully Open. -COHIANOIISBEAD °J p; 0FSEAINII - GYPSUM BOARDILIINER . . 1 7v7t n-;-I - R4112.4.2 Fireplaces.New wood-burning fireplaces shall p ROOF I V] -- ° I r --. - coin- • a .,?I,, ; i d rrl_v7'-~I'' • 11 "; I I - -_hnve tight-fining Nue dampers or doors,and outdoor hustion air. Where using tighl-fitting doors on factory- I, ` ' --_ built fireplaces listed and labeled in accordance with UL : L'"` I I 1 7-In I I II- 1 all be tested and listed for the fireplace. t' ` I / i--- 127,[Ire doors shall I I 17-1/7I II 1 1 1 -� I I-1/7' 1 1-V7' 1 I I 113• 1 7-V7' I I-V7' I-V7' I " I-I/7' 1 8402.4.3 Fenestration air leakage. Windows,skylights -PREfN1fIREiIr10EUtl1f - and sliding glass doors shall have an air infiluatiou rate of _ I I '�. I r 11 I 1 1 I u re foot I.5 Us/m'),and PISNAIEURIERIOR _ : 1 I - not greater than 0.3 cfm per Square ( - I I r ��r I 1 wort AIR SEALIIJG AT SlOtIG111 SHAFT w I I I I for swinging doors, not greater than 0.5 cfnt per square S1U0 I i_, a- . ___--__ - ____ - fool(2.6 Us/m'),when tested in accordance with NFRC _ -- RISTALiIIERIOR51[EAi]IllI(I "' -- 6EGOND FLOOR 400 or AAMAIWDMA/CSA IOI/LS.2/A440 by an PRIDRIORISiAILAil01f(lF " �I 1 IIyT accredited,independent laboratory and listed and labeled 'J;/ i 11/T 1 UT 3• r �V _" VT 11/7' °PREFABfIREPIACEIHIR I In•i I 3' 7. by theninnufacturer. 1iANUFACIUREDIIIIN , I1!_ S' CONiINUOUSBEADOfSEALANT __ __ % 1. _8402.4.4 Rooms containing fuel-burning appliances.ht 1TStksol-10BLOf"xilo 7. 7, - T . I'RUHlEA1TIC / I' NTINUOU$BEAO rAD1IE Climate Zones 3 through 8, where ape" combustion air EXPAiRIAIGIOAMSEAARI % VENIEDARSPACE 7 /7' V AROUIRIPERIIAEIEROr VENIII-MIONBAi E ---. CO 0 SNE l' /---CONI RII If)US BEAD on an to open CObustian fuel _ _--- --_-- _- - -- _ -- --_-- ucls rovlde combust P. - - lam' �"----- - ----- - -_ - - - - - - - - - -- - I - - ------ - -- --'- - I _ I -VT, i III F �orJ(ilc.E-ACRBAY_-.-,_ - - --- '-'-..._ -----..._._.. A111CI15ULhIJ11J ! . - -- -- v7� I 1 i7 �1 7 --- OF SEALIiUi - -' burning appFianses,-.the appliances..�ttd-.combustion air -------- \ - . __ _......_ -- Vv�U I) - - --- --- . _ �f lfll 11 opening shall be located outside the buil Ing thermal ' �' " ermelo re or enclosed in a room that is isolated from inside %�" 1 I • I 1 I Y / i I FIRST FLOOR i I 1-1/7' r 1 i . the thermal envelope. Such rooms shall he sealed and ^ _ - - LY U7 i insulated in accordance with the envelope requirements Of �.. ------- - -- - ---1 FIOpRTR S5 Table 8402.1.2,where the walls,Moors and ceilings shall - I -WOODI' ME / ASSEMBLY _-___ I'L00RASSIMBIY i I 1 I r __ meet not less than the basement mall R-value requirement. f ! The door inw the room shall be fully Basketed and any -CMIMISULAIhA) i 3' __ _ --_ 3'FAI water lines and duels in the room insulated in accordance - // A• tI i with Section 8403.The combustion air duct shall be'list'- ` ,`� -COiHRIUpUSBEAD 1 C,O, I . n.- I //�11 OF SEALAIIT 3' �. it c,o- fated where it passes through carditioned mace to an R- -_ { II value of not less than R-8. CDIIIRNOUSBfld)OF f J CONTIAUOUSBEAD i HOUSE 1RAP I Exceptions: SEAIhll1 OF SEAlA1AT ; t CNFI RIStIAn01I I _ �--COIIIIIJOUS BEAD { 1. Direct vent appliances with both intake and ITICKIN5LM110f1, u = I112TIGIDINSUWIOII exhaust pipes installed continuous to the outside. _ mmnmm OF SEALAIIT' SOi(ITCLOSLIRE e' I ,> EXiERIORRISTILATEOWALL RJiERIORGi'P011WALLBOARD 1"l-Uh IBING DIAGRAM i e lanes and stoves complying Willi Section IIB AS AIT BARRIER I 2. Frp DRAItJAGE,WABTE'AND YEtJT PIPIIJG BNALL BE 8402.4.2 and Section 81006 of the Residerriia! ______.--- BCNEDULF� 40 PVC OR BETTER ABOVE GROUND, CodepjNewYorkStare, illlilPtTOF;:EAIIICEAb'EDAfFLEAVIDVEtIT CONCEPTUALAIRSEALINGS1RATEGYATUPPERFLOORBANDJOIST .. BELOW GROUND BNALL BE EXTRA HEAVY CAST IRON i AIR SEAI_II IG Ai CAVI I ILEVERED MAI IUFACiURED _ _ I 1t4fz.4.5 Ttoaecc-a Iigl,ring_Recessed luminaires installed fIREPLACEASSEMBLY -.- _ _ - . --------- -- in the building thermal envelope shall be sealed to limit air ---- ____--- - __- _ leakage !;^twccn conditioned and unconditioned spaces, I Recessed luminaires shall be 1C-rated and labeled as having ElEC1RICALWIRE an air leakage rale of not greater than 2.0 cfim(0.944 Us) MANUrACIURED RECESSED LIGIIi DICLOSURE when tested in accordance with ASTM E283 at a pressure . diffeiti-Mil of 1.57 psf(75 Pa).Recessed lutniiiiiies sh-ll Ai nC !IISULAno11E___[ --TOP PLAiE be sealeJ with a gasket or caulked between the housing and ATTIC TRUSS fT.UI!Pli IG PI'E � I the interior wall or ceiling covering. EXPM1DfNG FOAM SEALAJi 8402.5 Maxinmm fenestration U-factor anti SIIGC(Man- ------- . ' datory).The area-weighted average nmximum jenesnarion iUPPLAiE .- U}actor pennilled Using tradeoffs from Section 8402.1.5 or _______.__ 1] I R405 shall be 0.48 in Climate Zones 4 and 5 and 0.40 it'Cli- _�_ I I/ WhIlSTUO mare Zones 6 through 8 for vertical jenesmotion,and 0.75 it' - UFAiUNGFOAM �• / SEALANT -� Climate Zones 4 through 8 for skylights.The area-weighted - AIR SEAL AT TOP PLATE ELECTRICAL average maximum fenestration SHGC permitted using - i --- - _-. - ---• _- . -. ..-__ ....__'-----_.--- ..__ ,,,-_-_--_- .._.....---.,,___....._.._� .. tradeoffs from Section R405 in Climate Zones 1 through 3 = ---' - -- - - WAIISIUU l( shall be 0.50. - = - -- SECTION R403 - - --- r p 1. SYSTEMS i r EXPAFIDING (OAA SEAI_AN1 AT PERIMEI[R , COIIIINUIn1S BEAU Gf SEALANT 1. t- ; 8403.1 Controls(Mandatory).Not less than one thermostat ". ' 4 shall be provided for each separate heating and cooling sys- DIlYWALI. CEILING I ' T t " - 1$ RECESSED MIMING CIXILIRL AIRSEALAiJOPPLAIEPIPEPENEiM_TION Y' I, ' tem. _.__ -- -_ _ ¢ _ 4 �. , ------ - 11403.1.1 Programmable thermostat. The thermostat ____ . controllingthe primary bealin or cooling system of the AIR SEALIIJG AT RECESSED LIGI MNG Ill AMC - -( , i t x �1. r - " welling unit sha11 be capable or controlling Lhe he5jirig s ' != • q i and cooling system on a daily schedule to maintain differ- i,• J _ Eta GRf:Y CODE CUIVIPLIANCE STATEMENT' ! ent temperature setpoints at different Times of the day. .T dad `' j This thermostat shall include lite capability to set back or - �I^ I a , i � )1 I. T I E UNDERSIGNED IS A NYS REGISTERED ARCHITECT temporarily operate the system to maintain zone tempera- (�1-@ 2Il 8 Li I d I fl g cl V I S O C.C O Ill 8r I1ll C than 55°F 13'C)to not greater Than 85°F 06uIIdingGrecn LLC Looe !'s `.1 _ I ti ' i ANDS 1 ATES TO THE BEST OF UNDERSIGNED'S 1FZNOWLEDGEa BELIEF tures of not less ( I i �.t ,,,115 i (29°C).The lhennos[at shall be programmed Se1liO�lni of T !#I "I AND I"ROFESSIONALJLiDGEMENTaTIiESEPLANS AND SPECIFICATIONS the manufacturer with a heating tem , p { ' T DE STATE. CONS AT l •� ARF iN COMPLIANCE WITH THE 2020 ENERGY ERV ION I'll not greater than 70°F (21"C) and a cooling tempemnne ll`, ^ _ _ . • . setpoiN of not less than 78°F(26°C). 1 CONSTRUCTION CO OF NEW YORK T y: ,.[ ;¢ ::. tT:r ;8 8403.3 Ducts. Ducts and air handlers shall be installed in 1:!, ,l I' t ^✓` "I� 1_, #` L a. ' ENERGY GENERAL NOTES: i ' accordance with Sections R403.3.1 through R403.3.7. .- _-_ L. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST CODES. I �L I r `' a. - / t 2. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE ! R403.3.1 Insulation (Prescriptive). Supply and return .„ 1 r T >.. .." acts in attics shall be insulated to an R-rahre of not less :� -, _ r4 :` TABLE R402.4.t.1 d .', I „ -'t, " AIR BARRIER AND INSULATION INS'IALLATIDN'. than R-6 for ducts 3 inches(76 mm)in diameter and larger ' r it BUILDER AND MOUNTED ON A WALL WHERE THE BOILER IS LOCATED. ass than R-6 for ducts smaller than 3 inches(76 _ - COtdPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRRERIA �. 1F[E SUPPLY AND RETURN DUCTS IN ATTIC TO BE INSULATED WITH. I'''' i - '- _�' Y *. A continuous oil barrier shell be Installed in We bnllding R=8 FOR 3"OR GREATER DIAMETERS AND R=6 FOR DUCTS LESS THAN ti t and not I ; '> 1 mm)in diameter.Supply and return ducts in other portions . y t a, envelope. of the building shall be insulated to not less than R-6 for Cdr• Air-permeable Insulation shall not be used as a and not less than 6 for Y At 4 �., _,aT '`-)i'?JZr f` 9 }' General requirements The exterior thermal envelope eonlains a condnuous ulr sealing material. � 1•'ltd DIAMETER ducts 3 inches(76 mm)in diameter � ^Lr.. 4I , border. for ducts smaller than 3 inches eta mm)in diameter. Breaks or joints in the air barrier shall be sealed. 4. DUCTS,AIR HANDLERS AND FiLTER BOXES TO BE SEALED. "' 1i W - - -� 5. INSULATE MECHANICAL SYSTEM PIPING WITH MIN.R=3. The air barrier in any dropped ceiling or soffit shad be 6. A iR BARRIER AND THERMAL BARRIER-A CONTINUOUS AIR BARRIER Exceptioni Ducts or portions thereof located com- AIllSEALING@ExteflotPlywarldSheatlibigSeahlsandloftits aligned with the lnsulatPonand tiny gaps Inthe air The Insuladvnin any dropped ceiling/soffilshall be pletely inside lite building thermal envelope. ---- -- -- -_ Ceilinglnmic barrier shall be sealed. aligned with the air barrier. [NY]8403.3.2 Sealing(Mandatory).Ducts,air handlers Access openings,drop down stairs or knee well dotro to SHALL BE INSTALLED IN THE ENTIRE BUILDING ENVELOPE. BREAKS and filter boxes shall ( sealed. Joints and seams shall unconditioned openings. a drop spaces soars be kneed. A ND/OR JOINTS IN SAID AIR BARRIER TO BE SEALED. comply with either the dAechonical Cade aj New fork - rt y;,Y �,y Cavities within corners and benders of frame walls ;dentist Code o New}'ark Stare, or the New W'w salsa; The junction 0f the foundation end sill prole shall ba sealed. shall be insulated by completely filling the cavity 7. WINDOWS,SKYLIGHTS AND DOORS-ANY SPACE BETWEEN WINDOW w TO BE SEALED Slate or Res l t the p f exterior _ g _ OPENING TO RJOR . . York City Construction Code,as applicable. _. .':......... I.=i' - -..�'"'"-E" 1z„=,. w PA shah a material hfvsng a thermal resistance AND/OR DOOR JAMB The junction of the lop plate and to o R•value,of not less than R 3 per inch 4TTAFTS DUCT SHAFTS,UTllJTY PENETRATIONS HE EXTE . r ,-C;;_. ,, Walls shall be sealed. . Exceptions: / e4 a i s ExterigrthernaJ.enyglPlalawlation-focframed alis. _ s��T • r ..Y'�.;- •`r^ 1 -i,i r, Knee walls shall be sealed. - shall be installed in substanuar confect and OR UNCONDITIONED S CE TO BE SEALED. I. Air-impermeable spiny foam products shall be v'-- D,yr.nllvi„Bed pludda' a A"� t`I-.1 continuous alignment with the air barrier. 9. GARAGE SEPARATION' INSTALL AIR SEALING BETWEEN THE GARAGE ermitted to be a lied without additional joint ;{ Cedinp d,ywnn lapnd ankoled to lop pinlo �" ' - Then: ace between framing end skylights,and the jambs .• SPACE AND ANY CONDITIONED SPACES. . n P f-.`a""'- to wall drywan 0 '7 - ,';''- i21rjrl,? Windows,skylights his and doors - - --_,.--- - r'r:y ,;•1: Y g of windows and doors,shall be sealed. - Sea15. , T'b - Ifs`)?ilk"L f,,a;r, "� Erlpdar shanlhin'rm,ll:•d; � ';iplsl I s�t•7. vt 4 �. (NY]TABLE 8402,1.2 1. RECESSED LIGHTING. RECESSED LIGHTING FIXTURES THAT ARE INSTALL e classiGcatiou of h ; `b I to In ala ?:,i;+ _, d Rim}alar' Rim joists shrill include the air barrier. Rim joists shall be insulated. INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT' I i`J'IF1E BUILDING THERMAL ENVELOPE TO BE ATR TIGHT,IC RATED AND 2. For duels having a static pressur :O,ywall roti «1,p +ro, plead lir pnol:olo P f� 1.v,-,a _ lir n�.knrml In Inn pinto x'�-i= :1. i`r'}j f1,j"1i?; � � � Floor framing cavity insulation shell be installed to GLAZED � WOOD MASS BASEMENT` SLAB' R YI I less than 2 inches of water column (500 Fa), p _ Cmddlnp 5" L '"u .2t w=aµ'�:, y-w• 1h y maintain permanent contact with the underside of CLIMATE FENESTRATION SKYLIGHT° FENESTRATION CEILING FRAME WALL Wpl.l, FLOOR WALL R-VALUE SPACE` SEALED TO TILE DRYWALL. additional closure systems shall not be required - ";:,Ml ^Lsr'T•°m{ - - . B,eavdvaria .oaaan4lolms •''I 1f1 }-• rg:,:;,,i - sub(loo[decking.Allemalively,Roortaming ZONE IFFACTOR` U-FACTOR ,,, R-VALUE R-VALUE WALL and seams and r. led'Inls In Isviw[r 1 l _/_.lit;[y:Y< Florn s,IncludIn contilevered BHGC ..VALUE R-VALUE R-VALUE 6DEPTH for continuously welded jot is }a _do__ec g •Ulywoll coulavd.plucd 1 T-- .-�- I•,;„,q. 1 IV',., :. The air barrier shall be installed al any exposed edge of levity insulation shell be In contact with the top side 'A'K°'LU�- f , ' locking-type joints and seams of other than lite or ockolvd f6 b011ohn plata exlenar 0hdalhing_ =+ Doors and floors above insulation., of sheathing,or continuous insulation installed on -- T , q 0.32 ass o.ao a9 20 or 13+5 13 19 10/13 lo,2 ft 10/13 SEE,O FiIER AIR SEALING NOTES AND DETAILS-THIS DRAWING. snap-lack and button-lock types. n J" `F ' ', garages . • Oollofi prole c0untad or F•I+n'n"41,+,uUdr,O cmin,e.l, 4 n Ore underside o[Door framing;end shall extend I!Iudd m flank"1m1 1"Itdiran rarnld '`h��,;r- from the bottom to the top of all perimeter Noor 0.30 0.55 NR 49 20 or 13+ 13/17 30° 5119 10,2 R 15/19 8403.3.2.1 Sealed air handler.Air handlers shall have �paeketnd to sutbRool - from ng members. 6Oplion 0.30 0.55 NR 49 20+5 or ity IS/20 30° 5/19 10,4(t 15/l9 AIR SEALING-DUCi WORK JOIN x ruff nation for an air leakage of not v - ?IkV'Tr"1'' _ __ a manufacturer's designation _ _ n u a permanently attached _ -_.__. - II,Flu r Rxposed earth in unvented crawl spaces shall be covered Crawl apace InsulaOon,where provided instead of 6 Oplton 2 0.28 0.55 NR 60 23 cavity 9/21 301 15/19 ]0,4(t 15/19 realer than 2 percent of the design aiiflow rate when .Suhfloor pluud,C.Owdm Ijaakulod �('r ri;l,x il;' -- ff g DuctNlasfiEUL-iSTFollTape(r)iily .,ff i ,i (' Crawlspacewalls �P ClassIvaporretarderwithoverlappingjoits Ovorinsula'onahllbeperm nil a to. NR.Not Required. I tested in accordance with ASHRAE 193. Iv 11m(glsbi!nt ntnstile '� the walls. Film nharlin ClosUn p cntrlkod or t - For 51:l foot a 304.8 mm r tall be res- l R I . Duct shafts,utility penetrations,and flue shafts a.R-values are minimums.U Jason and SHGC are maximums. Where Insulation Is installed in a cavity That hs less than the blxl or design thickness of the 8403.3.3 Duct testing(Alandatory).Dt cis sl P ��� askalvd to lop Platy __-_ __- __ ___ ___ __ -__-- one O(the bellow- Shahs,penetration4 Opening to exterior a unconditioned apace shall be insulation,the Installed)?-value of the insulation shall be not less than the R value specified in the table. �� sure tested to determine air leakage by 7. sealed. �'® \� f �� b.The fenestration U-factor wlumn excludes skylights.The SHGC column applies to all glazed fenesuafion. �� D E ti.. uMed. I led 4r J r n Ihln'usulhod, - - . . _ • r II ca t .,Inito eh 4 Batts to be installed in narrow cavities shall be cut _ - In methods. Dywp fi E, p Cantlleveted Floor - - ___ __-_ - - _-- -_-__ Ing \ fit Or narrow cavities shall be filled with insulation a."10/13"means R-10 continuous Insulation on the Interior or exterior of the home a R-13 cavity insulation on the;ovarial of Ore basement well. palhaled to lop Plate + glued or posk9lod to lop Plnle - -_Total cola a shall be measured with 1 ` "15119"means R•IS continuous Insulation on the interior a exterior of the home or R-l9 cavity insulation at lbs Interior of the basement wall.Alternatively, _ - 1. Rough-in lest:Ta 1 g ` �"� . • 055� + .� � 0 EsOI ill,ovaly1r11 I �- � � Naruw cavities Ilial on Installation readily conforms to lite available compliance with"I 5/19"shell be R-13 cavity insulation on the Interior of the basemen wall plus R-1 continuous insulation on the interior or exterior of the a pressure differential of 0.1 inch w.g.(25 Pa)across 1,(� f 8 �� y Canfileveied Moors are air sea/ed•aif7blsulated at cavity space. home, 1. :: I i` " ���' /Y?��� facWrer's air handler _-._ 4XIeI r s teal inq ,1�Ir11r, s stem including lbs mart _ _ _ __-._ tile y g „rt++t,,_, perhiref ei'or foist Gaftsif/ons Ahr sealing shell be provided between the garage ud1 d.R-s insulation shall be provided under rhe full slab area of a hcnred tfab In oddhtfon to the required slob edge Insulation R-value fox stabs.as indicated in the -- -- - - ---- enclosure if installed at the time of the lest.Registers 1.s{1q.� Garage sepsralion ----- - ""-- e Burin the lest. la"j lir'nolo, nlnl110In "'tin: condiOoned Spaces. table The slab edge insulation for heated slabs shall not be required to extend below the slab. shall be taped or otherwise seal d g r__ _ _ JL jl;